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FLS2002-10072 FLS2002-10072 DIMMITT ROLLS ROYCE BENTLEY 25191 US HWY 19 N MVC-311S.JPG (640x480x16M jpeg) ~~ ~~ ~. . MVC-286S.JPG (640x480x16M jpeg) . .MVC-315S.JPG (640x480x16Mjpeg) . MVC-314S.JPG (640x480x16M jpeg) . . , '.. .~... . rll"lt\'.... ''I' \'f~ . ... . ;;I" ;; ..- .. . , . ,I.". "'w T. ..... . lift .... *, 1J MVC-313S.JPG (640x480x16M jpeg) . . eMVC-321S.JPG (640x480x16M jpeg) -- ....... ~. ~ """ -... ~ .tV~~. ; ~ rt ...... -- "';. i~ _-'\It. . - ~ "", il .~ ":" ....' *" ----~ ----- ~---- l...-.-__ _ __.~ _ _ __J MVC-292S.JPG (640x480x16M jpeg) A ---v.s;:,. ~ -f--z.-A.. ~~~ ~~- ~,- -r~ ~ " MVC-330S.JPG (640x480x16M jpeg) . . I Cc:a~~ r~c:::::. ~l'-\ ~ "'<'\'- ~r ~\~. ~ MVC-327S.JPG (640x480x16M jpeg) . .' MVC-290S.JPG (640x480x16M jpeg) . _VC-325S.JPG (640x480x16M jpeg) ~-~ ",,-'. -. ;(-. . , . _, ,1. .. ~... - -W ........... -j ~ '.' , .. .' jl.~: ''''J., . '. . . ',. ~.4~,~~~'t"""""".......... . "".. ~., ,. ~~:"~;r:t, -0':;':>',,"","""'" ' . 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MVC-301S.JPG (640x480x16M jpeg) . ~i lj 1 , - r-----. ---- Jl --..; ----. -- MVC-289S.JPG (640x480x16M jpeg) -fi.A.-f~~c~R.. f~~,,\ ~ ~ ~ ~\~ """B H_'-~~ ~ -FC2..~~"'\. MVC-282S.JPG (640x480x16M jpeg) . MVC-300S.JPG (64Ox4BOx16M jpeg) . v~ ~ "'-J t::::ELJ ~ ~\~\A~ MVC-278S.JPG (640x480x16M jpeg) MVC-280S.JPG (640x480x16M jpeg) . MVC-287S.JPG (640x480x16M jpeg) . MVC-291S.JPG (640x480x16M jpeg) f/f'VC-294S.JPG (640x480x16M jpeg) .MVC-293S.JPG (640x480x16M jpeg) r-~--- i i i I I I 18/ I SN(TA ROSA <; Jik ~. ..~ .~ PO<SA<XU "" L-.._ CONSTRUCTION p FOR: --~.... -_._-~_. -..---......- .... ----.. ...-~ ---. . ..... -~----...I r;~;::::?~r1J-. e~/~::~~.:;~"-~-l~cc ~P.J :~~ I,)':,. c:.. ~ $ . t'l...;;.> ."::: Ot~ ~'~l' I : '.~ ~~ \:~. - --I.. ~--- ('~ 0 fY'J, ~>- --~ ,2t- ~_ ziJ --~.~'~".:-..+.- ~ C:::~ r-...--J -5 ~::::;;;;;:-::. -.:J ti .....~~~ NS DIMMI ROLLS ROYCE - BENTLEY AUTOMOBILE DEALERSHIP 'f~. {. Ji~1 ~"I ri...r: tJ.sJ b ~ -- -- ,. ----... VICINITY MAP / -.........-.. '" ~ ~ PROJECT SITE ~ / r- r- z Z 5 5 u U J: (I) c:" ;j 5 UJ g Z en - (I) a. :i J: ~~" (: \~ ~~. 1-, 11 ~~~ ~t :l~ -' ( ~; 'oil R;t ~"\(~f I ( ~. (~. r-, ~ .~..."" ~ 1.,. ~1lJ'7flWlw.it.1--I~ ~.. ,':\ (q, \ Y[l;l7~ (\ ~ ), ~' / ., "'(~...... ;, J (" 1 '-. "'.- \,' '" ' ~ ~ ), ~ ~ ~ ~.~ rW'r::a\~ p~~'~ ~- ~"' ..:,:' ;: ~.:~(~ ~~~~ :r~ kSt ~ ~'l\~~ / "",;rr~ '" '"V' :::-- ~ !rl>,"~ . '!l ~ r:w rrm::- lA>1.OO WAmTt ~ [\ ~ ~ J MY ~.J ,51 AA.VSl! ( _~ ~ ~ i1..~~ ~ ~m<s - ~1lU tllSl IA\ ~ PIITI<I<l~ ~ ~ ~ '\(;V~~~ ....::r--~ -/ ,\", '::y/~ ~ ~ wi ~ ~'~ ,ftAfu \ ~ . \",~\V ~ ~~@' \\ L ~-~@/l),~ ~Y10011'JJJ< '. . ~:-r .J \ I 00 '7 ~~ ~ ~ \~ ~ \ (.) "\ \WII-' \ lm (.) 1 .~ la_~ J.I, @). ~ ~ ~~ 1/ I ~ hD.E\r~ ~ '7J/. rk @ ~ .f,;;?; IIA '-< ~ :1lf (J{!/fG..'{(,.,"- .\ nI ( i ~ """'-"""T""\.. \;.\ ,.)~ IOPallOOf.Y -r Ii> --". ~::_ _ . x PROJECT LOCATION / ;;ft ~,~~ ~~ '\ C P C L..~l T"~~ ''(l~. '\~~"' -- -~~~-~~t LEARWATER, INELLAS OUNTY ,~U ""1 ~I \/__ ,~~ . ~- SEC 32 Twp 28 S RGE 16 E \ '( IF II IPCU \0 51 ~ ~ J Il!l ,0; i'1_L ,,,- IWJI. I '\. -- ~ _:, ~~~. '~~ -,- ~~~I"~ nl'm<:l: _~ @ ,tQj(}Jffl ~ (ill :^,aj ~\~ ~/ @ ~ b: ~ ~ , SAAJS)lA ... ! I:l: $010 "" ~ ~@~~ _0 curo/I/~ ~ \:Jt~~TIt. / @)~U~~@~~ ~ ~,~ ~..... ~ u::r T 'V1<Jj IO.Qi . lEI/lI \\ ~ ~ ~ l ,,< ;; "- -<>"'l If ~) 1\; , ~~~ ~ ""-"'^"'dlSi- fT~ ~-"'-----~ ~ '-- ..'!_-- ~1 ...... _ CADE ..~ ....::?:.:: I' ~ HILLSBOROUGH COUNTY MANATEE COUNTY / / ~ ---- ~". ~m ~. '4 -ttf"" . .., :. ". J(Ff 'll!D,i '\ \ \ \ \ i / / / / SHEET INDEX SHEET No. TITLE ~.tl """J ""..,0";'- ,~:...:, !:~:d !lJ ~ 2.:J I . . . . . . . . . . . . . . .. EX I STI N G CON 0 ITI 0 N ~3 2. . . . . . . . . . . . . . .. SITE 0 EM 0 L rrl 0 N 3. . . . . . . . . . . . . . . . SITE PLAN 4. . . . . . . , , . . . . . . . GRADING & DRAINAGE 5. . . . . . . . . . . . . . . . SITE Ul-I L rrl E S 6 Dc-rAIL('~ ................ LI. ~ 7. . . . . . . . . . . . . . .. 0 ITA I LS 8. . . . . . . . . . . . . . .. 0 E:f A I LS g. . . . . . . . . . . . . . .. LAN DSCAPE PLAN HAMILTON ENGINEERING & SURVEYIN(; ......--,-- \/":.!iL' ~)~ ~'l ii-r..... · ,Ci i1':i , rzs-",- ::.1 ~1. '~'J ::..:t:.....JI f=W2~.J..- J=:C::S7-;:A SITE PU\N I\P?aOVEO C.AS E ,# f!L "5 ~<D::::().. -I 0 ~~~1~)... ..... C..ASETYPE F-L<='/.,.. &t-P. DRC DATE 11~~5: COB DATE -c=~.. A_~ SIGNATIJR€ .. ~- -'-. -- DATE ':~':L_~~+-~~ CIVIL ENGINEERING / SURVEYING / ENVIRONMENTAL / LAND PLANNING 311 NORTH NEWPORT AVE., SUITE ..100; TAMPA, FL 33606 TEL (813) 250<3535 FAX (81.3) 250-3636 --"--'. ....._..._,._____.___..__..-J ..v 0,'0 o,v '00,' t + \'1EST LINE OF 11-1E SOU11-1\'1EST 1/4 OF SECTION 32 "," 0, '0 v'?--{- .. *-$ <;: v'?- ,~ ,,-'" UNIT NO.1 - SECI10N A PARCEL III ~'0-@..", CHAUTAUQUA "ON THE LAKE" PLAT FCM 4"X4" ~'" tJ' BOOK 9, PAGE 52 "-.,q,."-"- <)~lS 3000~ . $,t<~ '<~?~ 'v +- ",-{-', G s.'<- '0 0, v'O '<~ S89'S3'24"E(F) 307.10'(Q) o'r' ~ .' 0 ." .'0 c; r~ . +0,' 0\-" %W'57'07"E(D) 306.66'(F) ~o, .,6 FeM 4"X4" PLS 3000 "v o,v' t. WOOD trENCE 00 000')0') ..+lgPp ~ "00 ~(J100') ~O'-::'-:: . · 0 .." fT1.~'-'" ,...... 0 -__';'0 -3 '-'" o,'Y FIR 5/8" ~ l6' WOOD FENCE ,,~ ;NO 10 v' -' q' .. 5 elf :i:. - 00. - ~. ~~OO~ @~ ..: · =""'-""\.7 wooo ~ I t<~ FENCE n"'~ ",-'0 0,0' ~ v ",'" ~ 0,' v' +0) EXISTING RETENTION PONDJ ,;:.'" ,'0 ,'" 'v ,,0, , '<' '0"" ","'1/,;:.'" ,<",'>:","" ,,~ ," ~ 0; '<~~1.L .; '<' 5 6'3~ 589'57'071(D) o'r' o'?-+- o'r' $ -\' '* 0'* 0; 5b,0 '?-+~ -\ 0 *- .; ~ *- o,~o 0$ o'r' o'r' + " .-'Cl'>" *- -\ ~'\ ol" ~\t< 0,0' FENCE CORNER 1.5' W.. 5.4' N, ~ PARCEL I, II. AND III ~ FIR 5/8" IllEGIBLE S,..... NW CORNER Of n1E SW 1/4 OF Z u.. SECTION 32, TO\\1o<SHIP 28 SOUTrl, Ci X RANGE 16 EAST <(0,.....,...... wlt.!::.e. CD, '0'0 u..COOIf) o If) . . bgo f:!1 PtlJ ~ (/)0 <(0 CD(/) ~ u.. ~" 0 0," N ,..., z o >= ~')c; '". VJ 0, u.. wo ~.;- l~~ o I- WVl 5~ I-~ Vl::;) wo ,$Vl r~ 0)' 0k 0,' u..1- 0--' < w:r: (jo. OVl w< / S89'S7'07"E(D) 4J 'JJ'';; '" SIR 5/8" 307.09'(D)lS 4580 352.01'(D) 351.75'(F) ,,'0 0,0+ ::J O.y;l- ELECTRIC BOX I- --' v' +0, ,,, " '" ...," v' 0) '0'\ v' 0) ~ -.<-'?' 4 'I' '0 ~" v' 0, ~ 15 ",'" I v' ~ I ~ J: o I ~ i5 I ~ is I c<\ S~ , (\ \ ~ ~O'\,O ~ <$ ~~~g, <i <pi/ 00 ~~ ~ ~{) C~ ,'0 "". 3' X 7.5' WOOD STORAGE BUILDING '0' v' 0) ,0 o +0) u.. o w '-' a w + .'" v'0 ? 0, v" ,0) ''- + "," v' 0) ",,,, v' 0) 4' COVERtD CSW vo, ",v + ,,,OJ 0,' +'0 '0"" v' 0) ~ 5 ",'" I '0" ~~ ",0,0'0 0 "'~O)v 0,' '00, + y ,,' v' '" <t: Q.. -w- Ii) ",'<>--";:;'- o,c:" " ~ -z-- i' et: , --t: '" Q.. 9,-<:-'<' -w- i? ~ o ...I Q.. ::;; w ,,:>' v <:). GRA TE INI FT '0, '" E INV, EL.: C5.60' t'" . o,C)' - ..? ~ '" ,,' 0,' '0 cC v' 0) w (.!J a w ~ ~ 9,-<:-'?' i' " et: '1'0\- <t: v~ Q.. J ~ >- o o In u..1- 0-' < wJ: (j~ 8< roo- u..: vi OJ '<t Ii) N ....... ~ Vl U ifl ,.. c:, ,o~..:)~ ~~ ~'v <Q o,'i>' ~'v v? +0) '00) v' 0) roo- u..: vi I'- I'- ~ n' ....... 0,0 '0' ~o. t<t< v' '" ~ -.<-I" 4 'I' ","" v' 0, " z i' et: <t: Q.. ~ Q.. -.<-'?' 0 4 :c 'I' 0,0 + (/) 0)' >- '0 0 ",'" 0 'SSCo ",. In /'0 GRA 11': INLET W INV. EL.: B5.2S' \s INV, EL: 83.95' E INV. EL.: 84.25' ~CP '" '" t< __________{ '0 75.07' 74.97' t~ 0,' S (),:t<E INV. El.: 83, 0) S INV. EL: 83,19 W INV. EL: 83.98' '0'" ",. +'0 CENTERLINE US 19 pm DEED ...,0, +",v'roo- u..: ~ vi 9,-<:-1" r-- " N ~ N .f ........ TYPICAL ROOF OVERHANG ONE STORY METAL BUilDING FINISHED FLOOR El.: 90.9' ~ ,...... !'3 S w , 00. !f>~ ..- O' b ~ o (/) ~ '00 15 '00,' TYPICAL MES INV, El.: 87.1" ,,? ",,'" .,. " z i' et: ~ Q.. >- ~ ...I Q.. (/) 6 ",t< 0,' +'0 ~'" {J '0:7~ o<t:- 'v ~"O~ <::y, 0"" *" ~ ()?> "v,j:of,) 0) "0'<' ~'> '. ~~ ,,-v ",'" v' '" Q: 3' X 1.6' CONC 30.9' ,,() <:)' 0) " () - -.'i} 0, Q: ~ i' et: <t: D.. >- ~ ....J D.. (/) + 6 c)... '0"" ~ GRA TE INLET S INV. EL.: 84.90' TYPICAL 0.5' g3~~~. Q:. " 0,"- _.O)V' ,v 0, ,0 ( ~)"'() o,v"~ ,::, ;~0:::o t". ~:~~ '" 0) ,l'<'+-- ",'" a. 0' '1''' o,V <0 ,,': ~ '" 0,'0 ," v", '" ",v' '0'" o,c:, ,,'" v'" 0.5' CONC 0, v': v" v"'O ",v' ",v CURB 0,'" 0) '" BRICK 0) o,v WALKS STOP /- SIGN + ",'" o,v' 'i>' 9.~ '1''> OHW -- ,,~ v' - '1 0.7' 'MDE BLOCK WALL 'MTIi 3' CLF BUS STOP SIGN MES I.NY. EL.: 87.58' OJ''' ''0'''' "- " q~ 4' X 4,5' CONC AC PAD ",0 o,v' ,,'" +'6"" ",'" +'0"" c, CONC ( CONC + <'),.'0 o '" TYPI CA HANDICAPPED~ HC PARKING SIGN " .... () ...'00, , [ CUSTOMER PAR ING INY. EL.: MES 87,00'- d" , ",0 ",0'" v'O ",v . '{' ," v' c' PP / STOP SIGN 0, ( ..J -1.__ ~-r . ,\~ · .. "'v\I . ~ g-, I "SIGN ON 4' X 8' ~ .....'. CONC BASE -.<-I" '" 4 \~ 'I' 00' " .0 -1;---"'-1. o,v' ,- 0,' 0,,' ,/0 ~'\ .~~. 0\- v? 0) / ,,, v' +OJ 0'l2 ~"---' '0 1--. t<') cO cO '<t ~ <0 <0 ,() v 0, @ "'~ 0; \? 0\ ~ ~ ~ ,NY. EL: ~~ S2: BACKf"LOW ~ ~ PREVENnON ~ ~ DEY1CE ~~ r\.\0 ~ ~ ~C \'0' ~SO~ ~ 0 \J Q;(\ ~ _\r\.~ if ~v ~ C~ ~ -.<-'?' 4 'I' '..t N a. U 0:: ,"- v) 0, "t< v' 0) MW+ a M~ FILLER TANK I " z i' et: <t: Q.. W U :> et: W (/) ",'" " <y'v 'l:- (j <<~ \;\- v 0) 0.5' CONC CURB ,,'" 0)0' " '0:: ~ o 0:: a Zz :5':2 . Vl j, GRATE INLET _,;2--N INV. EL: 84.75' 0;' , '0 ",-S INV. EL.: ",84,60 0.5' CONG v0 ","- CURB '" ",0' PEBBLE "-., OISPL Y -?>' AREA 9.~ '1''> .p - 0,' \? TYPICAL CONCRETE +- FOOTER ~o, 0,' \? oJ' 0;' '0 '0'" 0)' '0 t<"- v' +0) ~ 6 1 \~ ",'0 c, f.~ '0'" 0:: ~ ~6 ~~I :.::~u~ uW:>J: <O::~O coo.<j Q: ONE-STORY BLOCK BUILDING FINISHED FLOOR EL.: 90.5' ,......,...... ()u.. '-"''-'" bin ON ~ ~ 0,'0 C). '0 \ 'l"-{- o 0," 0;' \? " ,'" $ C/) ~ ",'0 '00, + W INV. EL: 87,07' E INY. EL: 82.97' (SIZE UNDETERMINED) """ c ~ ~ t<t< i) 0, Q: ~ -.<-'<' 4 I/' ...,'" v' +0) O)V t<t< v' - 0) '?--{- o ,~,~ 00 ,"- ",? '0 t<v 0,' '0 ~~\ wI '-'~ 8< J ",v ~ ~~ i 'I' w w ~ ~~iS IO'-~ '0 'h . ~_ o P '. - _~_ ",0, b 0 ~ -0'" 0015 z ~I +q)"'" .v ,,'J '" '15 .~. .'0'*0 ,'" ~ Q: w w w '0"" v' 0, 'v .v v .. w .v w w w v w o v .v CABLE RISERS .... .... ,.......... (,) W .v , O'V !f> ..- 'v P 0.... o (/) .v .... .... "'0 tl' '... S.... oJ':- P .... ~.... .... v .... v ME1 Al ELECTRIC CONTROL BOX ",'" 0,' '0 '0 + "'') "5 v w w .v w w '... w TYPICAL 6' CHAIN UNK v .... FENC!:: '... ~ 15 v w '... 16" OAK 0'0 v 0, ",'0 v" 0," 0,'" v'" . ~ OJ'' c() "f.- ,0 ~ v .... w w .... ~ V1 U w .... 'V .... '... .... v c ~'& :Ql ~'" ",v' 'V -\, '0" '-., .... w ',," .... v w .v "" '... .... v .... v V V .... \.v '~EAVTLY~VOODI': v ~ wh-YLANf) IIRFA W .... W ,"" APPROXIMA TE lOCATION FLOOD ZONE LINE .... (AS S~ALED SROM F.~R.M.) .. ," '00, w .... .... .... '... r) w .... .... ",0, "". +'0 'f " ,,"" ",v' , + "y ~ 9,-<:-' v?" ,?-y 0) /BlllBOARD 0,5' CONC CURB ..0, "- +'0"" 0,"- '0'"'" + .... 'V .... .... .... w \ \ 'f . .,," .... w v .... v IS' w w .... .... ',," w w .... w w v .... .... .... w .... v (',:" 15) I '... ',," w w .... .v w ',," .... w 'V ",'1 + '0" w .... .... .... .... .... FLOOD ZONE "AE" .... BASE FLOOD EL.: 88', '... 'V .... ,"" '... .v 'V .... w .v ,'" '00, .... w r) .... .... .... .... .... .... .... .... .... .... ..... 1:>'" +'0'0 'i " w .... w .... w .... .... '"our om PERM1TTED .... ....UN€ fI~2tJ9...3fJ5....8j... ',," ',," w .... .... 20' JAK 0: o,v @ .... .... .... .v .... 'v \ .~ \ ,0 +'0"" FIR 1/2" NO ID w w .... w .... .... w .v '... .... '... .... ',," .... .... BUR ED CABLE MARKER ...;J v1"':1"f--""~-="..=:;,:.-J.c.t1Ti -- CHW -I .... .... 'v .... ',," .... w .... .... .... .v .... .... .... ,"" .... CORNER NOT FOUND .... .... .... ... w .... 'J, .... .... .... w ",'" "" +'0 c ;n' N d .,;) 0 t-..........,,? "'" '0 ')" C)' '0 ","w 1:>' +~ .... .... w .... .... .... .... ',," 'V .... '" + v" '0'0 ",'?- poWfJ~'<' ORIDA N R4~ '5) 1 00' ~POF.ATI0 ~'AGE S~#' c6~ lS16;J~" }300K \c,'<' t<o, DEED ~'v '0'" ~'?- + c; .... .... '.v .... 'v w .... .v .... .... .... w w w .... .... .... .... w .... .... .... .... () ",,<; +'0 .... .... .... .... .v .... .... .... 'v w w 'V .... w .... 'V 'V '.v '... '.v w w .... .... .... .... .... .... .... .... .... 'V .... 0,' 'O~ ~ ...," "" '0 V w w 'V .... .... .... .... .... .... .... .... .... .... '... ",v 'O~.-... c 'i;1 ~ ",0 }:l '<)'" S< ~ ~ V5 ",I:> <:> ~' ~y +;>;i --{l,,~-Eb-- OH~ .... .... .... w .... .... .... .... '... .... w .v .... 'V .... .... .... v'O ... '0 ,,"- l' <()' +'0 .... .... .... w 'V ~ .'" '0' () io '0'" \? ~ ' / v vr- CHW- i-- OH'f( --- OHW - OHI'I ~- .... .... 'v .... .... 0,'" '\, '0 .... .... -- CH'H ~ OhW" 'V ~FIR 1/2" NO ID .... .... .... I:!Q..IEj INFORMA nON SHOWN IS BASED ON BOUNDARY AND TOPOGRAPHIC SURVEY BY RAY 1110MPSON, PLS, LAST REVISED 9/12/02, SURVEY BENCHMARKS: LINE TABLE LINE LENGTH BEARING LHD 30,00' NOO'00'58"E L2(D 30.00' NOO'OO'58"E L3F 29.67' NOO'48' 34"W L3(D 30.00' NOO'01'50"W L4 F 30,03' SOO'12' 33"E L4(D 30.00' SOO'01 '50" E ELEVATIONS DERIVED FROM PINELLAS COUtHY BENCHMARK DISK STAMPED "CAMPUS J" LOCATED NORTH OF THE PROPERTY SHOWN HEREON ELEVA'nOr~: 91.185' TBM #1: STAll ON IS A BOX CUT AT THE NORTHWEST cor~NER OF A GRATE INLET LOCATED 166.3' NORTI-JEAST OF THE SOUTHWEST CORr~ER OF THE PROPERTY AS SHOWN HEREON, [LEVA TION: 89.05' SURVEYOR'S NOTES: 1. NOT VALID WlTHOUT THE SIGNATURE AND THE ORIGINAL RAISE.D SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. BASIS OF BEARINGS: WEST LINE OF THE SOUTHWEST 1/4 OF SECTION 32, TOWNSHIP 28 SOUTH, RANGE 16 EAST, AS SHOWN HEIREON. 3. THIS OFFICE HAS NOT ABSTRACTED TIllS FOR ANY RECORDED CLAINS OF TITLE EASEMENTS OR RESTRICTIONS. THE PRESENCE OR ABSENCE OF ANY SUCH CLAIMS IS NOT CERTIFIED HEREON. 4. NO UNDERGROUND IMPROVEMENTS OR UTILITIES WERE LOCATED EXCEPT THOSE SHOWN HEREON. 5. ELEVATIONS BASED ON N.G.V.D. 1929 6. UNLESS OTHERWISE NOTED, NO UNDERGROUND FOUNDA 110NS LOCATED 7. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONES "C&AE" ACCORDING TO THE FLOOD INSURANCE RATE MAP NUMBER 125096 0005 D, REVISED AUGUST 19, 1991, FOR THE CITY OF CLEARWA TER, FLORIDA. IBM #2: STATION IS A PK NAIL SET IN ASPHALT LOCATED 421,2' EAST NORTHEAST OF THE SOUTHWEST CORNER OF THE PROPErny AS SHOWN HEREON, STATION IS I.ABELED #12. ELEVATION: 89,93' SURVEYOR'S NOTE: TREE LOCAllON LIMITED TO THE WEST 300 FEET OF THE SOUTH 120 FEET OF THE PROPERTY SHOWN HEREON, AND THE AREA LOCATED IN THE VACATED r~IGHT OF WAY OF THIRD AVENUE. LEGEND SURVEYOR'S ABBREVIATIONS (c) CALCUL.ATED MEASUREMENT eLF CHAIN liNK FENCE CONC CONCRETE CSW CONCRETE SIDEWALK CYP CYPRESS TREE (D) . DEED MEASUREMENT/CALL DE'P r. DEPARTMENT EL. ELEVATION (F) FIELD MEASUREMENT ~CM FOUND CONCRETE MONUME~H FIR FOUND I[~ON ROD FIRM FLOOD INSURANCE RATE MAP HC HANDICAPPED PARKING SIGN 10 IDENTIFICATION INV INVERT LB LICENSED BUSINESS NUMBER LP LIGHT POLE LS LICENSED SURVEYOR MES MITE[~ED END SECTION OR OFFICIAL RECORDS P.L.S. PROFESSIONAL LAND SURVEYOR P,O.B. POINT OF BEGINNING P.O.C, POINT OF COMMENCEMENT f~/W RIGHT-OF-WAY SfR S~T IRON f~OD SSCO SANITARY SEWER CLEAN OUT TBM TEMPORARY BENCHMARK SY~~BOLS o CORNER MONUMENT Cw UflLlTY POLE :Q: LIGHT POLE <.>. GROUND LIGHT @ STORM SEWER MANHOLE ~ SM~ITARY SEWER MANHOLE · 80U.AI~D SPOT ELEVATION TOP Of::' CUI~B ELEVATION -..,- SIC j\j / GUY Wil~E AND ANCHOR CJ 10" CYP TREE (SIZE AND TYPE AS NOTED) LEGAL DESCRIPTION (AS PROVIDED)(PARCEL I): A TRACT OF LAND LYING WITHIN SECTION 32, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUN1Y, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF THE SOU711WEST 1/4 OF SAID SECr/ON .32; THENCE S 00'00'58" W ALONG THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 32, SAID WEST LINE ALSO BEING THE CENTERLINE OF u.s, 19, FOR 860.50 FEET; THENCE LEAVING SAID CENTERliNE S 89'34'50" E, FOR 100,00 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF U.S. 19 (A 200-FOOT RIGHT-Of-WAY), SAID POINT BEING THE POINT OF BEGINNING; THENCE LEAVING SAID RIGHT-OF-WAY LINE S 89'57'07" E ALONG THE NORTH LINE OF THOSE TRACTS CONVEYED IN O.R. BOOK4-J28, PAGE 1598 AND O.R, BOOK 5221, PAGE 117, FOR .3,52.091 FEET TO mE NORTHWEST CORNER OF THAT CERTAIN PROPERTY CONVEYED IN OR. BOOK 4140 ON PAGE 1180; THENCE S 00'01'50" E, ALONG THE WEST LINE OF SAID PROPERTY, FOR 104.05 FEET; THENCE S 89'57'07" E ALONG HiE SOUTIi LINE OF SAID PROPERTY FOR 90.02 FEET; THENCE N 00'01'50" W ALONG mE EASTERLY LINE OF SAID PROPERTY, FOR 104.05 FEET TO THE NORTHEAST CORNER THEREOF; ALSO BEING A POINT ON THE SOUTHERLY RIGHT-OF-WAY liNE OF THIRD AVENUE SOUTH, AS RECORDED IN mE PLAT OF UNIT NO. 1 - SECTION A- CHAUTAUQUA "ON THE LAKE", AS RECORDED IN PLAT BOOK 9, PAGE 52 OF mE PUBLIC RECORDS OF PINELLAS COUN1Y, flORIO; THENCE S 89'57'07" E ALONG SAID RIGHT-OF-WAY LINE, FOR 95.02 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY OF MAIN STREET, AS RECORDED IN SAID PLAT; THENCE ALONG SAID RIGHT-OF-WAY LINE, A ALONG A LINE 30.00 FEET WEST OF AND PARALLEL TO THE EAST LINE OF THE WEST 1/4 OF SAID SECTION 32, S 00'01'50" E, FOR 208.10 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF FOURTH AVENUE SOUTH; THENCE N 89'57'07" W ALONG SAJO RIG/iT-OF-WAY LINE, FOR 39,10 FEET TO A POINT ON THE WESTERLY RIGliT-OF-WAY OF MAIN STREET, AS RECORDED IN THE PLAT OF CHAUTAUQUA - SECTION A - UNIT NO, 5, AS RECORDED IN PLAT BOOK 18, PAGE 61 OF THE PUBLIC RECORDS OF PINELLAS COUN1Y, flORIDA; THENCE ALONG SAID RIGHT-OF-WAY LINE S 00'01'50" E, FOR 440.00 FEET; THENCE LEAVING SAID RIGHT-OF-WAY LINE N 89'57'07" W ALONG mE NORTH LINE OF TI-IE FLORIDA POWER CORPORATION RIGHT-OF-WAY AS RECORDED IN DEED BOOK 1516 ON PAGE 581, FOR 498.48 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE Of U.S. 19; THENCE ALONG SAID RIGHT-OF-WAY LINE N 00'00'58" E, FOR 648.10 FEET TO THE POINT OF BEGINNING, AND CONTAINING 7.38 ACRES, MORE OR LESS. THE WEST 30' R/W OF MAIN STREET WERE VACATED BY O.R, BOOK 6037, PAGE 2033. TOGETHER WITH THE SOUTH 1/2 OF THE FOLLOWING DESCRIBED TRACT (PARCEL II): ALL THAT PART OF THIRD AVENUE SOUTH, A SIX1Y FOOT WIDE RIGHT-OF-WAY, ACCORDING TO THE PLAT OF CHAUTAUQUA ON fI-IE LAKE UNIT NO. 1 - SECTION A AS RECORDED IN PLAT BOOK 9, PA,GE 52 OF THE PUBLIC RECORDS OF PINEL LAS COUNTY, flORIDA. LYING EAST OF STATE ROAD 55 (US HIGHWAY 19 NORTH) AND WEST OF THIRD AVENUE SOUTH (MAJN STREET PER PLAT), BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF SECTION 32, TOWNSHIP 28 SOUTH. RANGE 16 EAST, PINELLAS COUNT(, FLORIDA; THENCE SOO'00'58"W, ALONG THE WEST LINE OF SAID SECTION 32, ALSO BEING THE CENTER LINE OF US HIGHWAY 19 NORm, FOR 860.50 FEET; THENCE S89'.34'50"E, FOR 100,00 FEET TO THE POINT OF BEGINNING; TI-IENCE NOO'OO'58"E, ALONG TI-IE EAST RIGHT-OF-WAY LINE OF SAID US HIGHWAY 19 NORm, FOR 60.00 FEET; THENCE S89'57'07"E, ALONG THE NORTH RIGHT-OF-WAY LINE OF SAID TI-IIRD AVENUE SOUTI-I, FOR 537.00 FEET; THENCE SOO'O 1'50"E, ALONG THE WEST RIGHT-OF-WAY LINE OF CHAUTAUQUA AVENUE, FOR 60.00 FEET; THENCE N89'57'07"W, ALONG THE SOUTH RIGI1T-Of-WAY LINE OF SAID THIRD AVENUE SOUTH, FOR 537.05 FEET TO THE POINT OF BEGINNING, CONTAINING 32.223 SQUARE FEET, MORE OR LESS. AND ALSO TOGETHER WITH (PARCEL III): A PORTION OF mlRD AVENUE SOUTH, A SIX1Y FOOT WIDE RIGHT -OF -WAY, ACCORDING TO THE PLAT OF CHAUTAUQUA ON THE LAKE UNIT NO. 1 - SECTION A AS RECORDED IN PLAT BOOK 9, PAGE 52 Of' mE PUBLIC RECORDS OF PINELLAS COUNTY, flORIDA, LYING EAST OF STATE ROAD 55 (US HIGHWAY 19 NORTH) AND WEST OF THIRD AVENUE SOUTH (MAIN STREET PER PLAT), BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF SECTION 32, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUN1Y, FLORIDA; THENCE SOO'OO'58"W, ALONG THE WEST LINE OF SAID SECTION 32, ALSO BEING THE CENTER LINE OF US HIGHWAY 19 NORm, FOR 860.50 FEET; THENCE S89'.34'50"E, FOR 100.00 FEET TO A POINT ON THE EASTERLY RIGHT-Of-WAY LINE OF U.S. HIGHWAY 19 NORTH; THENCE NOO'OO'sa"E, ALONG SAID RIGHT-OF-WAY LINE FOR 60.00 FEET TO A POINT OF INTERSECTION OF THE NORTHERLY RIGHT-OF-WAY LINE OF THIRD AVENUE SOUTH; TUENCE S89'57'07"E, ALONG SAID RIGHT-OF-WAY LINE FOR 307.10 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID LINE S89'57'07"E, FOR 229.90 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF CHAUTAUQUA AVENUE; THENCE SOO'Ol'50"E. ALONG SAID RIGHT-OF'-WAY LINE, FOR 30.00 FEET TO A POINT OF INTERSECTION WITH THE CENTERLINE OF SAID THIRD AVENUE SOUTH; THENCE N89'57'07"W, ALONG SAID LINE FOR 229.94 FEET; THENCE LEAVING SAID LINE NOO'02'53"E, FOR 30.00 FEET TO mE POINT OF BEGINNING, CONTA1NING 6,897 SQUARE FEET, MORE OR LESS. EXISTING CONDITIONS tlD GRAPHIC SCALE 40 0 20 40 80 160 ~-r~ III m-11~=-~T-=7 1"TTr--.'-II~~'---r~' i ( IN r'EET ) 1 inoh "'" 40 ft. lD(1) rIrI lD(1) rIrI 66 lDlD NN ~~ Z~ ~ ~ ~~ ~ z >~ Z~i Otll~ ~olJ~8 , , ~ ~ ~ ~Z~if) ~;~ ~~~ ~Z~ <S ~ =~~ r)r) coco d2 f- ~ i' ~ co '* [l) ..J W :J Z W > <t 1-(1) fro ~(!) ~rI zrl :r:..J I-LL fr _ o <{ z n. _ :a (<)~ ~ ~ ~= ~~ ~ ~~<\C =O~ ~ Z~ r~ I ~ "-I ~~O Z U~~ ~ ~<~OO O~ "oc ~=~N CI)~~Z ~~<~ S=~~ ~OO~N ~~~tfl ~~~ U ~~U ~ ~~ ~ ~ E N GIN E E a"s o W tIl ~ (() 0 o z o z o 't ~ fr I- tIl L'l w cr: <{ o rr o .J LL 'J ~ if) x G:: I.J.. :j I I- ~ SEA L REVISIONS: ID ATE: 04-28-03 rOB#; 20-02278 I D RAW N B Y: LC ICHECK B~ JSII SFI 1 OF 9 "---jPARCEL I, II, AND III ------- FIR 5/8' ILLEGIBLE NW CORNER OF TI1E SW 1/4 OF I SECTION 32, TOv.NSHIP 28 SOUTI1, RANGE 16 EAST <l> ~ ~ o I WEST LINE OF TI1E I /SOUTI1WEST 1/4 OF SECTION 32 ~ 15 I ~ r o FI 1/2" LB 148 - 465' E, 8Ti' $, I '" ~ I \ 1- -' <( I tl. Vl <( lL. o W o o ~.d I I- -' <( I tl. Vl <( lL. o W o o w ~ 6 I " ~ o " r o _CENTERLINE US 19 / PER DEED TYPICAL MES INV. EL: 87.11' L/ z o F V w Vl lL. wo iE... lL.':::- o I- wVl 5~ l-iE Vl~ ~~ / lL.1- 0-' <( WI 0tl. OVl W<( / 1: ~ll' 5' CSW \ , ~ BUS STOP ~~~ SIGN ~f ~>: MES \ INV. EL,: 87,58;- ~ ~n INV. EL.: \ GUARD" \ RAIL \, \ MES_ 87 DO' . . . r-... '""' o l.J... "-' '--" 'oj-... ~ n o::i o::i ~ ~ ID (f) ~ ~ o " :I: o lL.f- 0-' <( WI 0tl. 8( ~ :I: o METAL ELECTRIC ~_________ ~ CONTROL BOX ~ CABLE RISERS _. I ". - j----t-r-, l;;:' ro:LEPHON~ ......JO ~ MANHOl$ MET AL ELECTRIC CONTROL BOX " ~ o ~ Vl crh..o U \ \ 'f >: tv"" UNIT NO. J - SECTION A PARCEL III ',o,{(-@ / CHAUTAUQUA "ON THE LAKE" PLAT FCM 4'X4' #'" tv F EXISTING RETElHION POND.../ BOOK 9, PAGE 52 ,-,,<v<V P"LS 3000\ ~<<:'f " <<",f.- "f.- tv "-, 0"'" "_*' " <<" ,.;:-<v <<",,, "~ *' *,., (j ,} -, ,,- ':> <<' . <<' 0'" 0"''' ~ cy ~ <<" '"'" .~. . ,~ ~,,; <) $ $0; · .,;. I. ...t.t ' ~ 0';- \. ~ O",*' $ *,9 "...0 , ~0. ~.., <<",f.- :t'*' ~ oJ:- 0 A- A- N SIR 5/8" <i: o:t' v:;&':> n ,':> A- <-' .. *- 0'1' ~ILS 4580..."; SIR 5/8' ...J <)~o *' (~O.:l'" O-t \q~ LS 4580 ~ 0'1' '\ " A- " ',0'1' :)vif ~ rGUY POLE SEE TREE PRESERVATION ~TRff TO BE o"le PLAN FOR TREE BARRICADE ROfOVED. 7YP. ~ OYJ> LOCATIONS AND DIMENSIONS . "NO DUf~PING" ;,(ROfO'Z SIGN ........... 0"'" -t r.... ROfOVE 6 CLF o~JIGN '" , <<.::f ~ ~I~R;~~.I NA~~OIl GU;~J--~ '""'It'\O"",^ O~,,;;;;,,;-- )(.-~- '''" -- ~, - '"' ^ .~. - ~, - ~, -- , · ~~~' 5 CU" i,( ~. Q,~ ~ . ELECTRIC / ,.. ,~ ~ <) (, '-EDGE OF ASPHALT BOX...... ~ /, " <<" , <<",,, Q';!- ,Q"'''~ DISPLAY PARKING (5,262 S.F.) ~.; 0",.. 0.6' WlDE./ ~~I~~ "-6gr~~~T ~ ,0 ".Il ~,(o'; ~4 ~ BLOCK WALL r:-1 ( ,,<-4 0;,.,.. L 0,5' CONC,'\. 3' X 7.5' CURS WOOD STORAGE () BUILDING '::J ( c7- TYPICAL 0,5' CONC :Q CURB CUSTOMER PARKI G (6 SPACES) J ( ) ~ :Q I Vl ~ ~ V A " ,\O~..:t'fo '" ~ ~ ~:~ Qj o'\~ ~"" /";' COVERED ~ / CSW '\" ~ Z cg.~ ::2 ~ ~ Cl.. a. o J: (/) >- o o ID Vl w <( Cl.. Vl L[) CONC/ r-... u.: vi Ol .... L() N ......... ~ ~ ~ Vl U "l[) ,..... u.: vi r--.. r--.. ~ rri ......... 2' X 2' AC'I--. \i\ ~ ~ L90NC " z ::2 n:: <( Cl.. Cl.. o J: V) >- o o ID 0.7' WIDE BLOCK WAL~" Wl111 3' CLF " o 0 :( ~ :>:: a::: CL ~ ;<;-'(' cg. 'I' r-... u.: ~ vi g,-?:-'(' r--.. ':> N 'I' N ..... '-'" ~ () ....J a. ::E w GRA TE "" l:'T E INY. EL: 85.6Y GRATE INLET WINY. EL: 85.25' r.( \S INY. EL: 83.95: E INY. EL.: 84.25 TYPICA' ~ ~~~~~P~6~~ HC ------- ~CP ---------- - CUSTOMER f>AKKING (8 SPACES) ~~ ''1.. r TOP EL: 90.3 :Q 0 f-- W. INV. EL.: 84.?5'(~1've~~ ...... IRRIGATION 0,7' WIDE E. INY. EL: 81.66,(12. CLAY) ~ ;;~NTROL SHED BLOCK WAL.", S. INY. EL.: 81.73(10 CLAY)......~ ' TAbl) c::;> --wnr G~J ;::.. r" /ssco CUSTOM1,K ~IA~", NG ) ( V ' /' (3 (PAC ES) ICJ.S-TONC 0(; iW I CURB 3' X 1.6' , CONC \ 30.9' \ ~ '-' ...." M W . MW . CONC-,.f '~3,5' DIAMEl1:R /l~ COVERto/D.\ 4~~;~g",; ?.. LlO CONCRE " 1,5' DIAMETER · MW) LID 6' CON~ GRA TE INLET _.Ill . I~ · '- 24" RCP r(~grC~~ WINY. EL: 84.75'-~ ~ WINY, EL.: 77.00' -L.J W INV. EL.: N INY. EL: 77.13: 0,5' CO~CINV. EL.: E~Y. EL.: 76,92 CURS r "\ ALL 8" PYC S 12" PVC ,-; ~ E INY, EL: 83.' -7 k'y'<:) S INY. EL.: 83,19 WINY, EL: 83.98' " z ::2 a::: ~ ~ TYPICAL :Q I ~0.5' CONC <(CURB ....J Cl.. (/) o N 0\ ~ I~ " ;:: 8 '" EL 85M';~;<' ~~w o " ~ ~ ~~ // S2: BACKFLOW ---- ~ ~ ~ PREVEN1l0N 1 .J..:: ~ DEVICE c '-' V) ~ ~~ ~~ Z:J1j ~~"d rtZw ",I.!,!u", uW::;::I: f g: t5+_ _", ____, " 15 I 11 . :( l.J (:'_;P /STOP SIGN -,' --.l.,___-~.~) i SIGN ON 4' X 8~' I CONC BASE g,-?:-~ . . '1'':> t V-.'~~'~ I ~=- ~ "'- EAST R/W US 19 PER DI':ED f- -' <( I tl. Vl <( :( t5 w ~ ) :( '" I:! w ~ (.) z o u a w ~ ~ o u " z ::2 a::: <( Cl.. >- <( ....J a.. (/) o ~ ~'I' 4 ~ '?oJ... >." '\u,:)>~ 0~ ~ "'<0.;3' 0'o~ o"'..J- ,.<::i 0' ~ "v~v ~ . <0'<' *'j '. 0' ""v :Q ~ ::2 a::: <( Cl.. >- <( ..J Cl.. (/) o 'SSCO r CONC I ~ GRA TE INLET S INY. EL.: 84,90' \ TYPICAL oS CONC,\, CURB ( =~~) I CONCV GAS PUMP)COVERED) AREA ( J t. P ~ ~ ~'I' Cj "<- 0,5' CON~........ CURB \. _ BRICK,~ , WALKS ,,--..... 11 ~1 '" @ Q -) ( IIi i ~;2.5' DIAMETER CONC AC PAD C tl. U 0:: . ... N p s~~~ G0 I C STC MEF GRATE INLET N INV. EL.: 84,75' S INY. EL,: 84.60' 0,5' CONC CUR8~ PEBBLE :<;-.; o..~~~I~:~A C '1'4' ST ER,';{~~KING (3 PA~S) I~~ -- ,. b~ 'b .Jw G ~ffi~ ~__---....;i=~~ ST AIRS ~ -""".,1 0.5' CON~" , CURB \.' oc ~ o 0:: o ~i3 .-J V; ,1, P,t.I-\KI~ G ( 4 <PACES) N INV. I': .: 8 .69' TYPICAL (B" PVc) CONCRETE S INY. EL.: 84.63:\ FOOTER (B" PVC) ,..J L, J 'cs r! tl. V ~ b !') ~ :<;-'1' cJ. ~ 6' CHAIN LINK ::v . FENCE:~ !~iFENCE CORNER <<"," <<~~ ~ 1.5' W., 5.4' N. . ,,<<~ "",<v . " ,0 .. _ ....0.. _," '<".. _ ) FCM 4 X4 ~ ~ _.,'" i, J#' PLS 3000 ~ '..<< ~',- ~ ,') -t ~O " C('''' ....'0 FIR 5/8" L....--- 6' WOO. 0 FENCE jNO ID J__ ROf~VF: s' CLF) @.,.-~-c,r==fL~6' WOOD ______ FENCE ~ /6' WOOD FEN CE ~ ...J GHW -~ . . . - . I TYPICAL Vl ,.......- ROOF OVERHANG ONE STORY METAL BU'LDING FINISHED FLOOR EL: 90.9' . . ~ Vl U . . ~ :<;-'(' Cj ~ tl. V ~ = . <D n i- 83.40' _, 83,38' \ 36' RC~ ,\ '{ - \~ . I "-SIR 5 . SIR 5/8"..J LS 4 80 LS 4580 ~ ~'(' cg. ~ ~ r, ,~~ ;y= ~ ~ o " z ::2 a::: <( a. w () 5 a::: w (/) MWa @ M W'\.... FlLLE R TANK -t o :Q COVERED AREA ONE-STORY BLOCK BUILDING FINISHED FLOOR EL.: 90.5' V" s SSCO WINY, EL.: 87,07' E INY, EL.: 82,97'~ (SIZE UNDETERMINED) ,,'" $ :Q ___ CONe '" u i2 [0 COVERED CONCRETE COVERED CONCRETE :(x o I:! Ww ~~ ~v 02 vO U o z ::2 a::: GRATE INLET I- ~ CONC.......... t-. N INV. EL.: 83.62'-~ W S INV. EL.: 83.80' ~ rts TWO-SlORY (/) MASONRY BUILDING ~ FINISHED FLOOR EL.: 92." tl. / ~ rv<::i 0:: O~~ ~ CJ~ 8/, CONCF- /0.5' CURE o ",,*, 0' U 'BRicK (} o WALK! BRICK WALL/ kJ~ 2:~Q o_V) j::0::(S ~~~ Uj 0 ~~o 2:g:~ .. , 0:: V) wo2: Q:;u:.o f-: r:: kJ~C) ~Q_3 ,~...~ 00 lL.f- 0-' <( (; wI ~tl. ~~ o I:! Ww Q ~~ --- .' e:t*'O ...~ ,11 TYPICAL 0.7' WIDE - BRICK PLANTER ICONC , / :Q f- \i. r '" COVERED ~ COVEREO TBM 111 CONCRETE [0 CONCRETE EL: 89.05' "-Q ~ PEBBLE DISPLA I / REA 0,5' ONCI./ :Q 1\ \i- GRATE INLET C~~tAED (2 CpUA~ S) .; I, TBM #2 /:~ N INY. EL: 64,32' cg. EXIST INLU n 7 SE INV. EL.: 63.76' ('-, ',.J) SLIDING ~:-0 ,a" RCI' EL; 89.93' TO REMAIN <,; '~ CONC ,'\ GATE~ GRATE INLET , "'7;7' -v 'l'v TYPICAL N INV. EL.: 83.25, '^'0!~ 1< X::xx ~;\ ~4~ M~~~~~~~ 4'ROfOVE.t: RfPfACE ~ :~~: ~t~ ~::~~, fi ?;< y '-" WALL .t: FENCING HC / U '0 v~~' ~E~~ " ~~~ii::~='~:~~,_vnUTY CO~. ';~ ~:. HeHC, ,': i;1 ';R' X' v {f ,: ~ : : y >"0'';~~'' ''"~~2P< ~p ~7;;. 7~C; ,,' CW e".~~ ' ' v · ~~ x ' I'L ~~~:<I" 12" GYP ~~ I~CYp.... ~C~;P ~ .... 8 3 ~ ~~ ~~ ){'N: S7: ~ ~ >>I:;~ 14" .... .... / '" .... , v .... L__ _~ 'M Rl'ti " ,,"----CONG CONC !.... ,+- / ,/ '" ~ .... .... .... --7" ;:<( /' ~ tt 'BASI ~'V'5 9 CYf11EADWALL HEADWALL ' ..... ",,'" ,,><,;< " /. /x I:;J...) 8" GYP INV. EL: 83,10' IN V. EL.: 81.07' CONCRETE ~ ~ '" ~ v v '" IS. OAV 'x >( A/...""'X o-?-'" .... .... ~ .... '" "'" .. ^ x ,X EXI~~~g ....TOP Et.: 86.~6' .... FLOOD ZONE C. 'uJ$( ;<>(-;< '/ 'I ",,'" S.JNV, Elq: 74.0!;(12: Pyc) '" .... ~ x;< )( x >>;. G E. INV, EL.; 74.06 (12 cLAY) EXiST BILLBOAAD --.:::. XxV:.;:<x x ,::<. 16" GYP i\~ ~.... ~ '" .... .... HAS BEEN REMOVED x..<:;:.... = (J, '" APPROXIMATE EDGE.... '" .... ,V V' ",-7:< / :;:; WEIR STRUC1lJR~ 14" C'(~~ d' OF WETLANO ;~><)<..>S >:~, X INY. EL.: 84.31',~('J.J ~ ............ '" .... , .::L...,;y ,'<<: WEIR INY. EL.: 84.91 (":",,,, S w '" ... '" .... .... ;;0 Ol~ 'X/,:;::x )(, ~"CYP f:{:r 12" CYP FIR 1/2" /'<.,: <;<.)(,,>:;x.y,,>< "x >< 14" PII,E 10 C~Yl'Kv 10" C l8 24 ... ... 'X -,( /y,,; 6" TREE X3 I:;~~~'f~(f 1 CYP 270-,41' WllJ'ESS P,pINT ,. ,. .... \. ... ., l,r PINE 0 12" CYP~"" ~ ~ ...... ~ y? 12/, YP .... .... ,+- .+- .... .+- tl. U cr CUST/q,~ER PAf KIN (t: SP CE ) J ~ :<;-'(' cg. 'I' :Q \f ~ ~'(' cJ. '?' '-...... 0.5' CONC CURB ~ ~'(' 4 "<- SIR 5/8" LS 4580 228.54' WITNESS POINT l> c, ~~ ~ ~ c..<<'" ~...s:. ,,0 -....... ------ '" .+- '" 'v '+- ... .... .... '" ~ '" '. .... .... .... ,+- .... .... ,+- ,+- .... .... v '" .... '" '" ... .... .... .... ,GRA TE INLET W INV, EL: 85.34' .... .... .... .... ,+- .... 'V .... .... ... TYPICAL 6' CHAIN LINK v ... FEN CE ,+- .... .... v .... v .+- .... +- .... .... Iv '" v .... ... 'V .... .... ,+- ,+- .... .... '" .... ....V v .... '+- .... .... .... .... +- ,+- v 'V .... .... .... .... .... ,+- .... .... .... .+- V v V' V W v .... \.... v v ,+- .... v ~L I/~;://::''Y~;OA~~~D~......... oJ' .... .... '" APPROXIMA TE LOCATION FLOOD ZONE LINE (AS SCALED FROM FI.R.M,) ... . . . 'f '" ... '+- .... .... '" .... .... .... .... ... .... .... .... .... .... ,+- +- .+- .... I \ I ~ >: ... .... .... ... ... .... .... ... .... '+- ... .... ... ~ ... ... .... ,+- .... ,+- \ , /' _~URIED 16" OAK FIR Nbi~~ ~ { · : ~~~~;'o~.~R,'<~ OHW -- .... ... .... .... ,+- .... !Jb ;""";; , ... ... .... .... .... ;Q 14" OAK 10" PINE- ~ ". -1:4 .... .... .... .... .... v ,+- '" '+- .+- .+- Iv .... v .... .... .... ... .... .... .+- 'V .... ... 'V .... Iv .... .... v .... ,+- ,+- '" ,+- .... .... .... .... V w .... v ,+- .... ... .... ,+- .... .... FLOOD Z/ONE "AE" ... BASE FLOOO EL.: 88', '" Iv '" .... .... .... .... ,+- .... .... .... '" '" ,+- .... .... .... ,+- 'V .... .... ... .... ,+- .... .... .... .... +- -v .... -v .... .... .... ,+- .... I.... .... .... ... .... ... .... ;/. .... .... ... .... ' NORTH R/W LINE OF THE "'FLORIDA POWER CORPORATION R/W.... ,+- DEED SOOK 1516, PAGE 581 .... .+- .... ... .... ,+- .... .... .... .... .... .... .... .... .... '" "'I... CORNER NOT FOUND~./ .... .... .... .... .... r/ "/ < '---- OHW - bH~ONC 0... LA n,CE PAVING , .... .... .... .... .... .... .... .... ... .... 'V .... C' )...:' rv"<- pOWE~~ OF-lOA N F.l,~ 100' pL .RA[10 ~ ~GE 58J CORPOl< l516!)~ 1300 v'f- DEED .p\ 'J:-'I' Ci .... .... .... ... .... .... ... .... .... .... ... .... ,+- .... ,+- .... ,+- .... ... .... .... .... ... .... .... .... .... '" .... ... .... ... .... .... .... .... .... .... .... .... '" .... .... ... .... ... .... .... .... ... .... ... '" .... ... .... .... ... .... .... .... ... .... .... .... .... .... .... +- .... .... .... .... .... .... '" .... .... .... .... .... .... .... V .... .... .... '" ... .... ... .... '" ... ... .... ... .... ... '" ... .... .... .... .... .... .... .... .... .... ... .... .... .... .... .... .... .... ,+- '" ... ... .... ... .... .... ... .... _ OH'y'( -- NfI'r' ~ -+---etWf~B..J--- OHW v~" UKW OHW OKH OtlW '-'-' .... ... .... ... .... .... .... '" .... ... ... .... ~FIR 1/2" NO ID ... WOOD BRIDGE LD<O (")(") LD<O (")(") 66 LDLD (\j(\j -- ~~ Z~ ~ ~ 0... ~o ~z >~ Z~~ 000 ~ ~alJ~g ~~n ~~~ ~e~ <~~ =~& .t t'-. '-t ro 'Ii:: IJ) ..J ~~ roro ~ ~ d~ I- " 5 DEMOLITION NOTES W :J z W ~ ~<O 00 n..<o ::(") ~(") I...J I-u.. rr _ o ~ z n.. _ :i: (ry~ l' ~ I DEMOLITION WOR'K SHALL NOT BE liMITED TO THESE DOCUMENTS. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND EXTENT OF REMOVAL OF ITEMS SHOWN PRIOR TO USING THIS INFORMATION FOR BID PURPOSES. ANY STRUCTURE NOT SHOWN TO BE REMOVED IS TO REMAIN UNLESS OTHERWISE INSTRUCTED BY THE OWNER OR ARCH/TE.CT, OR REQUIRED BY FIELD CONDITION S. s~ o ,~~~' "' ~\~0~ ~ q 0~ 00; 00 <)\ ~ ~ ~ (i~~ :r o ~~ ~ t5~ I 8\ ~ I CONTRACTOR TO COMPLETELY REMOVE EXISTING /7 EMS ON SITE INCLUDING BUILDINGS, CURBS, ASPHALT, BASE COURSE, CONCRETE AND EXISTING UTILITIES AS SHOWN AND NECESSAI~Y TO ALLOW FOR NEW CONSmUCTlON, LOCAL CODES APPLY FOR ANY DEMOLITION SHOWN HEREON. A SEPARATE PERMIT FOR THE DEMOLITION OF THE EXISTING BUILDINGS SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO STARTING WORK. CONmACTOR TO COORDINATE WITH LOCAL UTlLl7Y COMPANIES, FOR ANY UTIliTIES SHOWN TO BE REMOVED OR RELOCATED HEREON, EARLY IN CONSTRUCTION PROCESS, AS TO AVOID ANY DELAYS, CONTRACTOR TO COORDINATE THE REMOVAL OR RELOCATION OF THE EXISTING POWER POLES WITH FLORIDA POWER PRIOR TO CONSTRUCTION AS NECESSARY. ~ ~ ~= ~~ ~ ~~<\C =O~ ~ Z ~ ,'" I ~\.I ~~O Z U~~ ~ ~~~rJJ. O < " ~~ OC ~=~N OO~~Z ~~<~ s=~ ~ N .~ ~OO<N ~~~fI) ~ ~U~ U ~O\ ~ ~~ 00 ~~ t-4 ~ " 15 ..- r jb-- OHW __ CONCRETE =VDUMPSTER ./ PAD CONTRACTOR TO FiELD COORDINATE PHASING OF ALL DEMOliTION AND CONSTRUCTION TO liMIT INTERRUPTION OF TRAFFIC FLOW AND OAIL Y OPERA nONS, ,J s N INY EL: 75,07' (12" PVC) S INY. EL: '74.97' (8" PVC) CONTACT ENGINEEr~ /MMEDIATEL Y IF ANY UNDERGROUND STRUCTUf"ES, FOUND DURING EXCAVATION, iMPE.OE THE COMPLETION OF CONSTRUCTION AS SHOWN. SOME ITEMS SHOWN TO BE REMOVED MAY NEED TO BE RELOCATE.O TO OTHER AREAS ON SITE AT THE REQUEST OF THE OWNER, CONTRACTOR TO FIELD COOROINA TE. - ..- ~ ~,O ~ X;G ,CO' ~SO~ :0 0 0(}~'9 . ,<\~ ~ ~V ~ G~ E N GIN E E R~S o w U'l ~ (i) 0 o z o z o 't ~ rr I- U'l (j W cr: ~ o rr o ...J u.. 'J ~ (j) >< w G:: ~ ~ rr SEA L REVISIONS: SIrrE DEMOLlrrION GD J'OB~ 20-02278 DA'rE: 04-28-03 GHAPHIC SCALE D RAW N B Y: LC 40 0 20 40 80 ~".lfil~ITlIR~__. Iir=t.- rr-'. ( IN FEET ) 1 inch = 40 ft. C H E C K B Y: JSH ,~--_.- 160 ~9 SII 2 O}' 9 ~PARCEl I, II, AND III FIR S /8" IllEGIBLE NW CORNER OF mE SW , /4 OF SECTION 32, TOI'lNSHIP 28 soum, RANGE 16 EAST (" I 'M:ST LINE OF THE /soun1WEST 1/4 OF SEcnON 32 FIR 1/2" LB 148 - 4,65' E, 8,77' S. JD t~ :I~ ~11l ue l/iCENTERLlNE US 19 PER DEED TYPICAL X MES ~. I"IV El.: 87.'" iTl .... ,I '~~ BUS STOP cr\ SIGN t"--- f ~ \ MES 1 \ I'~V, EL,: 87.S8'-~.... (lJ , i~,^RD, 1\ RAil " \ MES 'NV. EC, 87.00" I'iJ '_ ' . . . . · 1. I a L2 i '-' '-' '0 Ai' ~ r<: 1 0:) co ~ ~ (!) (!) I tl. ~I ~ ~ :~~ .-- 6 ~ MES G ~ I"IY. EL.: 86 83' ~ b{ ~ ~ f~ ~i / ~ ~ BACKFLOW -- I ~ ~ PREVENTION ~ ~ DEVICE G u "- wo I r-... ,,-' 0;:: wf/l ZL;J :::J;!:: f-i!' (/):;) l.JO )f/)~ a:: I:! w z::l; ~golJ !izw >::~u uw:> <(a::w a:Jtl.O L- OiL> N SIR 5/8" ..J / LS 4580 i"K -~ "--, -~~ :::J _ PARCEL I AND II FIR 1/2" NO ID "'{yJ q" O +,6 ,,{y o'Y' . '< .' . ~ ,v <-"-,- ( o Q ( ,...... ~ vi r-- r-- to '-' o Cl Z sz ~ <( 0.. >- <( ....J 0.. Vl is ( ( o ( /STOP SIGN U___L Cf=J ) SIGN ~~:-;;;'.J CONC BASE /---~ '--====:> "'-EAST R/W US 19 PER DEED " 'a:: ~ o a:: Cl Zz ..J- . (I) ,1, ~ v (x ,,~ $ (x o r: - - - - - - - - - -- .,J + I o'r ~,~ 00 1-- 15.0' - /' 16" OAK FIR 1/2"_:{ ~ __="-+-___ NO ID -' 1 h----+-<'-s-{b ~FIR 1/2" NO ID o'Y'*' .. +$ <\. O'Y' ,"; ri- 9,6 ! ~ ~ 'I , c =) (x ,...... ~ vi r-- N N .f '-' Cl o z SZ ~ <( 0.. >- <( ....J 0.. Vl is ,"0'v'v UNIT NO 1 - SECTION A PARCEL III ~<i:-""'<;" .-J CHAUTAUQUA "ON THE LAKE" PLAT FCM 4"X4" #'" :<.. F EXISTING RETENTION POND BOOK 9 PAGE 5.2 'v PLS 3000\l~q~ Q"-iY. ",,-iY -iY '~_ + ,,,<;-'0 c,.:)~ ~ 0; ~ i:'''' ~ <( Q"-iY , '<~ Q""-iY "0>", ",,0"." .".,y. 14 i;'''~ <<; :; ,,<;-0.; ~ ~ ~ '-.l <r,"" t<)~J2.5'- ~RS/~ ~ ~ LS 4580 ~ 198,2' PROPOSED Rf:T'EHTIOH POHO DISPLAY PARKING (5,262 S.F.) r r 6' CHAIN LINK FENCE>\ '~iFENCE CORNER r>"-iY ~ '.5' W., SA' N. , ' <<,'i:, ~'" " - ... _ ,,0... _: 0"<" ... _ ) FCM 4 X4 ~'o <:r. ~ PLS 3000 ........ ~. '" ",-iY Q" ,6 ..'- ..~ '" /~~~ % 3,825 SF '/ '/ ~ ~ WffN~ '/ _III!. . NEW HANDICAP STRIPPING ----........ = TO CONFORM TO ACCESS/BIUTY ~- STANDARDS - i j6' WOOD -25.0'-- FENCE "} ,...... u.: vi 0'> ~ ll) N '-' Cl Z SZ ~ <( 0.. >- <( ....J 0.. Vl o ~ ,~ i~ 6' C.LF, W/ ACCESS-.. ~TES .:--;.. CONe MES---ID (SEE: rep-AJL) 'Il';:' ,,~ ) ~ GRATE INLET N INY. EL.: 83.62: - ~ 1 S INY. EL: 83.80 ~ TWO-STORY t MASONRY BUILDING FINISHED FLOOR EL.: 92.1' 8/ s ~ -25."-- FIR 5/8" iNO ID V 6' woO') FENCE @ '1:.U \. 6' WOOD FE.'KE ] (x CUSTOMER PARKI G (6 SPACES) Vi' w -0-- <( 0.. -........~ ~ ! 3' X 7.5' L WOOD STORAGE BUilDING /11111111111&1 ll) L ~ --=-- J: (I) ~ a:: <( u Cl Z SZ ~ <( 0.. 0.. o :r: Vl >- a o co ~o \\ 0 <i 001 :\.~ ~ <) \\~ G A v ",Q~.1'~ ~ c,Q,).:f- Q~~ ~~ ... ~...., NEW HANDICAP STRiPPING -_~ TO CONFORM TO ACCESSIB/UTY I- STANDARDS ~ l- I- i: ONE STORY it- METAL BUILDING l:: FINISHED FLOOR EL: 90.9' o 0 2 ~ ~ --t:-- 0.. -'"-I- ~ () ....J 0.. ~ -u:r- A v ",Q~~ 0<;- e, ,.:} ,:vo. ""<<,, <;:! ,~ J Q'- *- /:) C). "CJ:!:o'" ~ <<,'<:-.:;,.'7 ;. ,<""- ,,-,'v :(x 'SSCO Cl Z SZ ~ <( 0.. 0.. o :r: Vl >- a o co L '-----T Itl. U cr 1:0 I") 30.9' .... ,.... M W MW /\ r GRATE INLET WINY. EL: 85.25' \s INY. EL.: 83.95: E INY. EL.: 84.25 la" , __ Rcp , -- CUSTOMER PAR ING l8 SPACES) '-{"-?- -' - '-' -' - ,-' -., - ., 1 TOP EL.: 90]s\' (x 0 N W. INY. EL.: 84,OS'(8"-.pyer::: ~ -- IIRRIGAnON E. INV. EL.: 8'.66'(12" CLAY) ~ONTROL SHED ~ S. INY. EL.: 81.73'(10" CLAY) 57. i'" TAlk """: SSCO CUSTOME R F ARK NG ) ( I" (3 PA< ES) I TYPICA Q HANDICAPPED----....... HC " PARKING SIGN "'-... I "'- GRATE INLET S INY. EL.: 84.90' I I I ~~. Cl.(~.~-ARKING( rl) '- \6~~~~) ~ (x c ) 'f (0 -Ib v t; ~ f~i ; ... \h } ~H ~ q C It 8~ ~ 1- ~ ~ 'r't ~ ~ NEW DISPLAY I "'1. ';" . ARfA TYP. Y-TYPE "D" CURB ...... - -15,O'.;;;:^-" (SEE DU~AJr) '\>, I TYPE "f:" INLE.T L_ ~ TYP, (SE~ DU~L). . ' L_089.O ~ ~" . ~ I ~ I :JA,~' (SEE: DUAJ~ I I ~ Im~ ~. ~.. '~~ 0: -. tllg,Q'-J- ~gi II :.' ~ m ~ ~ ~~> . ~ - >>, ~ % I ~~~ I:',~,~ ~ ~ ~ 5 ~. I ~.: ~ ~ ~... I ei~~ .I I. ~ a: ~ u~iil 0 I';:a ;:;; I }oid", .0 ~ ~. I TYPE "D" CURB ---.. I : ~. I ~ ~ (SEE DUNl) " ~,I /; ////;;.;. "\. , \31 n:: ~I N. LO: ) ISTOP ~ SIGN ry'{' I C ST< MEF \.. :(x..l --- GRATE INLET (1 _N INY. EL.: 84.75' y S INY, EL.: 84.60' 1\3 a:: I'~ o (x o --- U--- I QJ o o (x ~- I TBM #1\ IEL.: 89.os'l II; (f ~ ~ ~ ;., .\. ~ 1lIl14" OAK ~ '-" I 0" ~INE" r. ~ I II '----------.... I ~ @ <>- I 1 PARKI~ G ( 4 C PACES) N IN El: 8 .69' (8" PVC) S INV. EL: 84.63;\ (8" PYC) ,...J L,} '(5 .- -- - <> 0- - ( '-, C (2 ~ PAC S) C! ,-J ) [ SLIDING 1 GATE~ , o~ R1- ." DISPLAY PARKING 4,142 S.F. 14" Cyp 12;'~k d ~) 12" CYP J)" CONC <::<:'5 9 CYf'HEADWALL C,J.....,'S 8" Cyp INY. EL.: 83.10' \ APPROXIM:TF: / TOP OF BA~K CONC~ HEADWALL J INY. EL.: 81.07' EXISTING POND 16" CYP "(V1 'M:IR STRUCTURE 14" CYI(<~ INY. EL.: 84.3'~,~ (,J) I'vEIR INY. EL.: 84.91 (('11 " ...,q" CYP 5.,q, 2" CYP 10 C~_cl" , 1.{'--10" Sfl" 6" TREE X3 ,~~~'li"" ~ V CYP' o 12" CYP . OAK X? I ~ YP rr/ /~ 14" PINE '-'(:'NE ~ ,,- OWER [{lOA P IVI lOa' FLp~J{A[lON ~~GE 581 cog J{ 1516, DEED 1300 'J.J 'MW 3.5' DIAMETER gJ........ LID ~ ';. 1.5' DIAMETER LID " . MW 6 CONC GRATE INLET lu" ~UPPORT NV L' 8475' · > _ 24~RCP _ _, _ C.QLUMJi _W 1_. E ~,.:... _ ,,3 WINY. EL.: 83.40' WINY. El.: 77.00 N INY EL. 8338'-"\ N INV, EL.: 77.13' . : .' \ I E....!!:lV, EL.: 76.92' 36" Ref f\ flu ALL 8" PVC S :2~PY~( _\~ E INY. EL.: 83. ~ 'I y'l S INV. EL.: 83,19 _ I ",,-SIR 5 " WINY, EL.: 83,9B' I ~~ ;t:~-1 LS 4 80 5 ~ 1== , J N INY El.: 75,07' (12" PVC) S INY. EL.: 74.97' (8" PYC) c::::> GAS PUMP J ~ 'F / I I I I I I tl., ~I b 1")1 I c ( :x Cl Z SZ ~ <( 0.. W u 5 ~ w Vl MWg M~ FILLER TANK 1 ONE-STORY BLOCK BUILDING FINISHED FLOOR EL.: 90.5' -~s SSCO ",\0 c..~C \ ';7 O~ 00~O ~{), ~ 0<\ ~ V G~~ WINY. EL.: 87,07' E INY. EL.: 82, 97' ~ (SIZE UNDETERMINED) SIR 5/8" LS 4580 22B.54' 'MTNESS POINT 5 "-- I tl.' ~I ~I 1 I I c, {:>~ ~ <y"< ~c; <y~ Cj '" '" .j.- '" 'j.- '" '" CU::lTO~ER PA KINp (5 SP CE) U , TBM 1/2 EL.: 89.93' '" '" '" '" j.- oJ, ~ "" '" '" '" 'v '" .f) -' '" '" '" v '" -' .- '" .j.- '" '" '" ,-' .j.- '" - -" \6" RCe- / - ,- GRA TE INLET N INV. EL.: 83.25' E INY, EL.: 84.9B' S INV. El.: 84.80' .GRATE INLET WINY. EL: 85.34' '" 'V '" '" .j.- '" '" '" '" .-" '" ~ -' .j.- '" .j.- v '... .... '" .... .... '" .... '" .... .j.- .j.- TYPICAL 6' CHAIN LINK v v FENCE HC '" '" '" '"~ 'v ~ ~ HC HC .... v 'j.- '" '" '" ./ '" '" .., '," v ,'" ~"CYP ~\ 14" '" ~ ~" f~IL::, c,JjY .~ cyp )tv CYP '" '" ~ 10" CYP '" v '" '" '" '" 'v '" '" v v '" '" '" '" '" 'j.- v V V 'v v '" \.... v v '" '" '" v ~~ II~W::'N~OJk~:.,v -' ~. '" '" '" 'j.- '" '" '... .j.- '" v ~ .... , .... .... '" '......'" ",10" C' .... '" .... APPROXIMA TE LOCA nON FLOOD ZONE LINE (AS SCALED FROI~ FI.R,M,) 'v . .... '" 'v '" ~ '" .j.- .... '" .j.- '" '" '" '" v '" v v .... .... '" '... '" .... '... 'j.- ~ '" .... '" '" .... TOP IT.: 86.96' .... FLOOD ZONE "c" S.JNY, EI.t: 74.0t(12- P.tC) '" .... E. INY. EL.: 74.06'(12" CLAY) .... , '" '" '" ~ '" '" '" v .... '" '" '" 'j.- .... '" 'v .... .... '" '" '" 'j.- '" '" '" '" '" ... '" FLOOD ZONE "AE" .... BASE FLOOD El: 88', '" .... '" '" '" '" '" 'V '" APPROXiMATE EDGE", OF WETLAND '" '" .... '" '" '" '" '" '" .... Iv ,./.- '" '... '" .j.- ... ... '" .... '" ... '" '" ... '" .... 'j.- '" '" '... .j.- '" .... ... '" .... .... .j.- ... '" ... ... FIR 1/2" LB 24 270~4" 'M~ESS P.QINT , .... ..- 'j.- .... '" .j.- ... .j.- '" ... '" ... '" ..- '" ... ... ... .... ... .... ... ... 'j.- ... '" '" .... '" ... '" ... '" '" '" '... '" ... ... '" ... ... ... ... ... 'j.- .... '" "'............"'....'...;/j.-, ..."- NORTH R/W LINE OF mE I 'IoFLORIDA PO'M:R CORPORA nON R/W '" ... ... DEED BOOK 1S16, PAGE 581 ... ... '" '" ... ... .j.- ~ORN;R "'NO~ FOU"'ND"'Y" ... ... '" '" ... ... ... ... \ '10 '" ... ... ... ... ..- ... ... '" ... ... ... ... ... ... ... ... ... ... '" ... '" ... ... '" ... ... ... '" '" ... ... '" ... ... ... '" '" '" '" '" ..- .... '" '" ... .... .... .... .... '" '" '" '" '" ... '" ... '" '" '" ... '" '" .... j.- .... ... ... .... ... '" ... .... '" ... ... ... ... '" '" ... .... .... '" ... ... ... ... '" ..- .... .... '" ... ... ... ... '" ... '" ... .... .... '" .... '" .... '" .... '" .... .... '" .... ... .... .... .... '" .... .... .... '" 'j.- .... .... '" ... '" '" '" '" .... ... 'j.- .... ... ... .... '" ... ... 'j.- ..- .... .... ... '" '" GENERAL NOTES PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT HAMILTON ENGINEERING & SURVEYING TO VERIFY APPROPRIATE PIJlNS AF<E BEING UTILIZED. THIS DRAWING IS CUeRENTLY UNDER RE:VIEW BY THE SOUTHWEST FLO{~IDA WATER MANAGEMENT DISTRICT AND OTHER REGULATORY AGENCIES. THE FINAL APPROVED PLANS MAY DE:VIA TE CONSIDERABLY FROM THiS DRAWING. THE CONTRACTOR MUST ASSUeE CONS feUCTiON is IN ACCORDANCE WITH APpeOVED DRAWINGS. THESE DeAW/NGS SHALL NOT BE UTILIZED FOe CONSTRUCTION pelOR TO OBTAINING eEQUIRED PERMITS FROM ALL COVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WOeK, THE CONTRACTOe SHALL OBTAIN ALL PERMITS FROM WORK WITHIN PUBLIC EASEMENfS AND RIGHTS-OF-WAY AND INSURE THAT ALL OTHER REQUIREO PERMITS AeE APPROVED PRIOe TO COMMENCING fHE WORK. CONTRACTOR SHALL NOT COMMENC E CONSTRUCTION OF POTABLE WATER AND/OR SANITARY SEWER COLLECTION SYSTEMS eRrOR TO ASSURING THE FLORIDA DEPARTMENT OF ENVIRON"~ENTAL PROTECTION (roEP) PERMITS HAVE BEEN ACQUIRED. CONmACTOR SHALL RE.v/EW SPECWIC CONDITIONS DEPICTED ON roEP PERMITS, WHICIH MAY NOT BE SHOVVN HEREON. UNLESS OTHERWISE NOTED, ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BR'/DGE CONSTRUCTION", LATEST EDiTION. CONTRACTOR is TO COORDINATE ALL WORK WITH UTlLI7Y COMPANiES IN ORDER ro PRE:VENT DAMAGE TO UTILITY liNES AND THE MAKING OF ADJUSTMENTS TO SAME, IF REQUIR ED. THE CONTRACTOR SHALL PROViDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILiTY OWNERS PRIOR TO CONSTRUCTION. SURVEY INFORMATION AND LEGAL DESCRIPTIONS SHOIVN HEREON WERE OBTAiNED BY OTHERS. LOCATIONS, ELevATIONS AND DiMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO INFOI~MATlON AVAILABLE AT THE TIME OF THE PREPARATION OF THESE PLANS BUT DO NOT PURPORT TO BE ABSOLU7 EL Y CORRECT. THE CONTRACTO{~ SHALL VERIFY THIS INFORMATION AND BE FAMiLIAR WITH ALL SITE CONDITIONS (iNCLUDING SUB-SURF:ACE CONDITIONS AND UTILITIES) PRIOR TO COMMENCING THE WORK. DAMAGES TO ANY EXISTING FACILITIES (ABOVE-GROUND AND UNDERGROUND) SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, WHETHER OR NOT SHO'IVN HEI~EON. THE CONTRACTOR SHALL NOTIFY THE UNDERGROUND UTILITY NOTIFICATION CENTER (CALL SUNSHINE STATE ONE CALL AT 1-800-432'-4770) 48 HOURS PRIOR TO COMMENCING THE WORK, DEMOLITION WORK SHALL NOT BE ILlMITED TO THESE DOCUMENTS TO COMPLETE PROJECT AS SHOWN. CONTRACTOR TO REMOVE ALL ITEMS NECESSARY TO ALLOW FOR NEW CONSTRUCTION. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIF'Y THE FEASIBILITY OF CONSTRUCTING GRAVITY SEWER SYSTEMS (iE, VERiFY EXISTING INVERTS AT POINTS OF CONNECTION, EXIT INV'ERTS OF BUILDING PLUMBING, GREASE TRAP CONFIGURATION, MINIMUM SLOPES, ETC.). REFERENCED INDEX NUMBERS REFER TO DETAILS DEPICTED IN THE F,D,O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS. CONSTRUCTION SHOWN ON THESE PLANS IS PERMITTED ONLY FOR THE WORK LOCATED WITHIN THE PRIVATE eROPERTY. ALL 'NORK WITHIN THE RIGHT-OF-WAY AND EASEMENTS WILL REQUIRE A SEeARA7E PERMIT AND MAY REQUIRE AN ALTERATION TO THE CONSTRUCTION em MATERIALS SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBIWY TO eROVIDE MAINTENANCE OF T/~AFFIC AND PEDESTRIAN CONTROL eER APPROPRIATE roOT SPECIFICATIONS. SEE FOOT INDEX# 600 THROUGH 660. ALL WORK WITHIN THE RIGHT -OF -WAY SHALL CONFOI-'<M TO ALL AePLlCABLE PROVISIONS OF F.D.O. T. STANDARD SPECWICATfONS, LA/EST EDITION AS SUPPLEMENTED. CONTRACTOR SHALL LOCATE PROPERTY LINES AS REQUIRED TO AVOID ENCROACf-iMENT ONTO ADJACENT PROPER7Y. CON1RACTOR SHALL INVESTIGATE FOR EXISTING UTILITIES PRIOR TO CONSTRUCTION. NOTIFY A/E IN THE EVENT OF CONFLICT. CONTRACTOR is TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CUI~TAIN) TO PRE:VENT SILTATiON OF ADJACENT PROPERlY STREETS, STORM SEWERS, AND WATERWAYS. BARRIERS ARE TO BE BUILT BEFORE LAND ALTERATION, MAINTAINED EFFECTIVELY DURING CONSTRUCTION, AND REMOVED AFTER FINAL SOIL STABILIZATION. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF TIlE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTiTIES OF EARTH ARE TRANSPORTED OFF-SI7E EITHER BY NATURAL DRAINAGE O/~ VEHICULAR TRAFFiC, THE CONTRACTOR IS TO REMOVE AND CLEAN SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES ALL TREES TO REMAIN MUST BE PROTECTED BY TREE PROTECTION BARRICADES MEETING THE MiNIMUM STANDARDS SHOWN. eR07ECTlVE BARRICADES SHALL REMAIN IN PLACE UNTIL LAND ALTERATION AND CONSTRUCTION ACTIVITIES ARE COMPLETED. ALL FILL SHALL CONSIST OF SATISFACTORY SOIL MATERIALS, DEFINED AS THOSE COMPLYING WITH ASTM 02487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, AND SP FREE OF RUBBLE, ORGANICS, CLAY, DEBRiS AND OTHm SIMILAR UNSUITABLE MATERIALS. UNSATiSFACTORY' SOIL MATERIALS ARE DEFINED AS THOSE COMPLYING WITH ASTM 02487 SOIL CLASSIFlCM:ON GROUPS GC, SM, SC, ML. MH, CL, CH, OL, OH, AND r='r. UNLESS OTHERWISE NOTED, ALL FILL SHALL BE COMPACTED TO A MINIMUM OF 95% MSHTO T -180, METHOD D. EXISTING TREES & LANDSCAPING SHOWN THIS PLAN. SEE eROPOSm LANDSCAPING PLAN FOR TREE RELOCATION OR REMOVAL AND NEW LANDSCAPING. CONTRACTOR SHALL CONTACT THE ENGiNEER AND/OR OWNER PRIO{~ TO ANY CONSTRUCTION THAT MAY DAMAGE TREES WHICH ARE NOT MARKED TO BE REMOVED. ALL PEDESTRIAN ROUTES, SIDEWALKS AND RAMPS, AS WE'LL AS ALL HANDICAPPED SIGNS, SYMBOLS, PARKING SPACES, ETC. SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL ADA REQUIREMENTS WHETHER OR NOT SHOWN HEREON. CONTRACTOR SHALL VERIFY REQUIREMENTS WITH LOCAL INSPECTORS PRIOR TO POURING SIDEWALKS AND RAMPS. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH STATE AND LOCAL ORDINANCES AND BUILDING REGULATIONS. ALL PLUMBING SHALL BE PERFORMED IN ACCORDANCE WITH THE NFPA, saccI STANDARD PLUMBING CODE AND LOCAL REGULATORY f~EQUIREMENTS. WHERE TRENCH EXCAVATION EXCEEDS FIVE (5) FEET IN DEPTH, OSHA STANDARD 29 CFR, SECTION 1926.650, SUBPART P SHALL BE raLLOWED raR TRENCH SAFETY. PORTIONS OF WORK AND/OR MATERIALS FOI-'< THE UTILITY CONNECTIONS '<lAY BE PROVIDED BY THE GOVERNING MUNICtPALI7Y. CONTRACTOR TO VERIFY AND COORDINATE. WATER AND SANITARY SEWER SYSTEMS SHALL NOT BE PLACED INTO SERVICE UNTIL INSPECTED AND APPROVED 8)' THE FOEP AND OTHER APPROPRIATE REGULATORY AGENCIES. INSeECTlONS, CERTiFICATIONS, RECOI~D DRAWINGS, ETC. ARE REQUIRED PRIOR TO FINAL ACCEPTANCE AND PLACEMENT INTO OPERATION. ALL DRAINAGE PIPE IN RIGHT-OF-WAY TO BE ,~.C.P. MEETING F,D,O.T. STANDARDS, UNLESS OTHERWiSE NOTED, ALL RCP SHALL BE CLASS III, WALL "B". PIPE LENGTHS SHOWN ARE APPROXIMATE AND MAY BE ADJUSTED AS REQUIRED. ALL DIMENSIONS ARE TO OUTSIDE WALL OF BUILDING AND mONT FACE OF CURB UNLESS OTHERWISE N07ED. PROVIDE PAVEMENT MARKINGS AS SHOWN PER FOOT INDEX No. 17346. ALL ROOF RUNOFF is TO BE COLLECTED AND ROUTED TO THE STORMWA rER POND VIA UNDERGROUND PIPE SYSTEM. AREA ADJACENT TO THE PROPOSED STRUCTURE SHALL BE GRADED AS REQUIRED TO INSURE ALL ROOF I~UNOFF is i-<ourm TO THE STORMWATER POND. THE CONmACTOR SHALL REPLACE ALL PAVING, STABILIZED EARTH, CURBS, DRIVEWAYS, SIDEWALKS, ETC. WITH MArE(~/ALS 01-- THE SAIAE TYPE OR BEHER THAN THAT REMOVED DURtNG CONSTRUCT/ON. CONTRACTOR SHALL SECURE ALL OPENINGS UNDER CONSTRUCTION AT THE END OF EACH WORKING DAY. SOD ALL AREAS LEFT BARREN FROM CONSTRUCTiON. FLOOD HAZARD ZONE "c AND AE" N.G.V,D. (1929) AS INDICATED OIJ FLOOD INSURANCE I~ATE MAP COMMUNITY PANEL ,'10 725096-0005 D. OIPSLAY PARKING = 19.357 S.F". REQ'O CUSTOMER PARKING = 2.5 SPACESj1.000 S.F". OF" DISPLAY PARKING REQ'O CUSTOMER PARKING = 49 SPACES PROV'O CUSTOMER PARKING = 51 SPACES SI'l'E PLAN aD GHAPHIC SCALE 40 0 20 40 80 ~~'l~~-TllITFr T ~r'- ( IN FEET ) 1 inch == .10 ft. 160 T "I ~ T ---...-, u) (f) (")(") tI)(() (")(") 66 tI)tI) NN ,,~ Z~ I-l :5 (L ~o ~z >~ Z~~ 000 ~ ~~~8 ~~~~ ~~~ ~~1 <~~ =~~ r:)r:) coco ~ ~ j ~ ~u.. 't r--. 't ro '* IT) ..J W :J Z W > <1: I- <D ((0 ~(f) 3:(") ~(") I..J 1-lL.. (( . o 11-( Z - ~ i')~ ~ ~ ~= ~~ ~ ~~<I,Q =O~ ~ Z~~ ~~~Z U~~ ~ ~<~rJ) O~ "00 ~=~N OO,,~Z ~~<~ 8=~ ~ =r4~N ~~~ ~ ~~~ U ~~U~ ~~ ~ ~ E N GIN E E IllS o w (f) ~ (f) 0 o z o l' I I- ~ 'J ~ r.n >< G: l1.. ::; SEA L REVISIONS: 1. 05-07-03 2" 06-06-03 ID A T X: 04-28-03 I.lOB#1 20-02278 l D Il A- rc N B Y: I C H E C It B Y: JSH Sf I 3 OF 9 '" ---'t,~ ". '" t><" ,,' '" 0.7' 'MDE BLOCK WALL 'Mlli 3' CLF :')+ ":> ". '" o MW 3.5' DIAMETER LID + "v':> 0,'" 't--' 9.~ "t-" u..f- o<i! w:X: 00.. o(/') w< G S~ '" \'~i\ ~ -,-0',,0 '\ I \~ g' ~~ Q;V'?-O+ ~ V V ",0 ~ Vi\ ~ V 1 G~~ ~ I J ~~ Z~ ~j ~~ ~j >, Z~~ ~ ~ ~ 000 ~ ~~~8 ~~n ~~~ ~~~ <~~ =~~ [[)(i) r)r) [[)(i) r)r) 66 [[)[[) (\j(\j ~1PARCEl I, II, AND III --........--... FIR 5/8' IllEGIBLE NW CORNER OF THE SW '/4 OF SECnON 32, TOWNSHIP 28 SOUTH, RANGE 16 EAST ::v<v UNIT NO.1 - SECTION 11 PARCEL III ",>I:-'<,.,"f. t><"v CHAUTI1UQUA "ON TilE LAKE" PLAT FCM 4'X4" ,,'i>>~ ~..... 'J ~ ~ '" PLS 3000~'''F 'I" t><o, BOOK 9, 111.(JI... 52 ,,<:!:-0 <:3'''' \ . +0,.... , *- +- " .' G 0~ ~ 0'" 0'" '" ~ .' G... 0,..... ':> $ *~ . . '" '. + t><0 c:o <). "'. t'" +~ V.1:ST liNE OF f11E SOUn1\\'EST 1/4 OF SECnON 32 ~N ~~IR 5/8' ...J LS 4580 ,( . t)1./1~ .,,<) " o"'*' · :}$ CONST. SilT :) ''''. 0'" FENCE (SEE DETAiL) ':> ,":> 6" P\IC CONTROL STRUCT. 12 ,NY .. 87.BJ (SEE DETAiL) BASIN FENCE CORNER 1,5' W" 5.4' N. FCM 4'X4" PLS 3000 '00 ,,' '" I ~'WOOD I FENCE POND O&M GUIDELINES ~ 6' WOOD FENCE THE WORK SPECIfiED CONSISTS OF THE OPERATION AND MAINTENANCE ACTIVITIES REQUIF?ED TO INSURE CONTINUED AND PROPER PERFORMANCE OF THE STO'~MWATER MANAGEMENT SYSTEM. THE OPERATION AND MAINTENANCE ENTl7Y SHO ULD PERFORM THE FOLLOWING OPERATION AND MAINTENANCE PROCEDURES: 1. DISCHARGE STRUCTURES AND CONTROL DEV/lCES SHOULD BE MAINTAINED OPERATIONAL BY ELiMINATING CLOGGING OF THE BAFFLES, GIRATES, ETC., CAUSED B'( TRASH, DEBRIS AND SEDIMENT. THE INSPECTION FOR PROPER OPERATION AND MAINTENANCE OF THESE DEVICES SHOULD BE CONDUCTED QUARTERL Y. ADDITIO~~AL MONITORING AND MAINTENANCE SHOULD BE CONDUCTW AFTER SEVERE RAINFALL EVENffS. 2. DRY DETENTION AND RETENTION AREAS SHOULD BE MAINTAINED OPERATIONAL BY REMOVING SEDIMENTS, TRASH AND INVADER VEIGETATlON WHICH CAN HINDER PROPER FUNCTIONING. THE INSPECTION SHOULD BE CONDUCTED QUARTERLY. ADDITIONAL MONITORING AND MAINTENANCE SHOULD BE COlNDUCTED AFTER SEVERE RAINFALL EVENTS. J. ALL GRASS IN THE DRY POND AREA SHOULD BE MOWED PERIOD/CALLY AND ALL CLIPPINGS RECOVERW AND DISPOSED OF OFF-SITE. IF PERCOLATION BECOMES RESTRICTED DUE TO A BUILD UP OF FINES THE BOTTOM MUST BE CLEANED AND REGRADED TO DESIGN ELEVATIONS. 4. ANY ERODED AREAS THAT ARE OBSERVED D1URING ROUTINE MAINTENANCE SHOULD BE FILLW AS SOON AS DISCOVERED WITH SIMILAR' SOILS AND GRASSED BY SODDING OR SEEDING WITH MULCH CUT IN, DEPENDING ON THE SEASON. nr:) OJ OJ ~ ~ j ~ ~l.<- \'-*- f- ...J < :x: 0.. (/') <C -u.. o W '-' o w ~ ()() '0'" GUY POLE): l' ,. 0"". + ...J '" 132 LF - 1 . X 2J" . % " / 'cg, "fly............. .. O)Q1~ 0<) _PARCEL,I ANJ-II ._h_~ tH~ -I- H" +0) Cilil'r-'''H ''" ()~~:'6 :::J' J~ . ,0"" ~, :~HA~:'D~:::~I::~:2~:~:- -:'7c;Z~6; .; .' .. '\ 0; ~ ')') c!j. ",'):<:-~ ",,, "t- ~ c!j. \ (,,'\':> ",0' ,,0, '?' ~ '0.... . 'O~ ,,0,'0 0; + 0,.... 0," ",0' 0' '" '? '0'" '" () '" ~ I <). I ,,':> 0'0 ," ~~~7~ t ,olo"' ' 0.5' CONC ^ ,,'\ 0, ~~ y 0, + 6" P\IC INY .. 88.27 '<i' ...J ~ 15 -- 1/2' lB 148 5' E., 8,77' S, 89.1 , CONC MES~ INV .. 88.00 I' DflP SUMP 1--________ 't i' 't OJ * I1J -1 TYPf: "C. INLET TOP n .. 91.00 INY n .. 89.oo '(!RAOf: NEWwPAVEJiENf"w - OHW - OHW TOWARD dJ'ILET , ~" . . ,... ~~. -4V'- ~'O <:). 0) ( ~ >." ,\as'~ 0~ ~ c,~,>'" '<."a, <}'>:*' <;) <:)"?> c.V -$:-0 '" ~'(',~'? '. '<.""- <vV '-' s:: 0::. a. ,..... u.: vi (J) ~ l{) ~ CONC ~ " ,\O~$'~ ~~~~ O~~ ~ ~ ,\'1- ",0' 4' COV'ERtD CSW '\ '-' ~ z c!j.~ s:: "''I- ~ <:)? u. J ~ >- o o CO ",'" co. +'0 liJ :J Z. W > <( f-(i) 0::0 ~(i) !::r) ~r) I-1 f-l.<- cr _ o <{ z a.. _ ::i: r)~ ","I o. +0; t><o '1-~ <). <). 0; +0; O,y~ " <), 0, . ",":> 0," '" 15 I "v':> '" 0' '" \ 0 t>< :. ~' --+6 ,,'\ '0'" ' o ,,'" ~~'; 0' 0)' +~ ...,0, +0,0',..... u.: ~ vi 9.~'?' " " N '" N ...; ~ ....0 '" +0, + ",":> O. 0, :x: ~ 3: w o o w 00, o. +0, ~'" 0) '0 ~ 0,'" I '0'0' ~~ Ii ",'" ,,'0 I o <), 0,+0, 3: Vl V In .,-'. .1.-,--' '0"- ",'" o t<v "'.... . 0.':> '0' '0 ,..... u.: vi " " n '-" ",'I) 0' +'" ~ ~'J ,0 . ='~~=-~=~J:"" .__ .." ./0.\) '" (~. ,>>' <:/ .--,.~ \.:" 0'0 o 1) ~ s:: 0::. -< a. >- -< ...J a. (/) + 0 0,.... '00,' ~ GRA TE INLET S INY. EL.: 84.90' '0'\ + 0,0'\ G ,,' 5 0," '? 5 0':> U '" 0 (.J ~ ~ o V <.. 't--' 9.~ \'-" ~ '-' z s:: 0::. C;:TYPICAL >-0.5' CONC -<CURB o,o~ I 0 ')" 0' 0, TYPICAL ROOF OVERHANG ONE STORY METAL BUILDING FINISHED FLOOR EL.: 90,9' t><t>< O. '" ~ ~~ c!j. '?' + "'~ "'<) TYPICA HANDICAPPED--...... HC PARKING SIGN '" 1) '-' z s:: 0::. -< U. ~ u. ,,~'?' 0 q. :r: "t- 0,<) + (/) 0,' >- ~ 0 '?':> 0 . SSCD q)?' CO / GRA TE INLET WINY. EL.: 85,25' \5 INY. EL.: 83.95: E INY. EL: 84.25 ~ "It>< ____ '0"" ~'" "', +'0 INY. EL.: '\'" '" + 'J"'~' '0'" '0'" / 1- ~'0\) r:A 6 () o'?.... GRA TE INloT '" 0, E INY. EL.: ~5 60' +~ 0') 0, .;? 4' X 4.5' CONC AC PAD ,:>':> 0' 0, '" '" o w z ::i CENTERLINE US 19 PER DEED TYPICAL MES INV, EL.: 87.1" D C)"" ~ BUS STOP SIGN MES INY, EL.: 87,58' ~ ,,'J ,_ '" '-' z s:: 0::. -< 11.. >- -< ...J 11.. (/) o . \D n .....J 11.. J' X 1.6' CONC 30.9' ",t>< CO' 0.. +~ U ~ OH'II_ 0, "'.... ?r 'Q MW 24" RCP "I" 0' 0, '" 0,> +'0 ",'" CO +~ 75,07' 74.97' --'" " , , ~ 0::: W D- O 0::: D- I EXISTING GRADE -. ......... ........ '" '---- BODYSHOP CONC 1 '" v '" v '" '" CORE CONC FOR PIPE CONST. MITER PIPE WITH FACE OF CONC, SPILLWAY ..-------~.__.. PROVIDE EROSION CONTROL (I.E., RIP RAP) -, I I I ~ ~ ~= ~~ ~ Z~ ~O< ~ =Z~ ~ I '. ; ~ ~~OZ U~~~ ~<~CI} O~ ~oe ~~~ N =~ ~~~Z s=~ ~ ~ r4~ N ~~~ ~ ~~~ U ~~U~ ~~ ~ ~ CUSTOMER PAR ING 8 ,......., ,......., o lJ... ......... ......... 'Or--- r- 1'0 oj oj '<i' ~ <D <D \ .,,1 ~P /STOP SIGN. ! --..1-- .. .. :o~ ,/",," gtNi "~S~ ", .t:, o I I 0,.... 0,' ~ IRRIGA nON CONTROL SHED , TAL-l ,,;>'" ". '" 0,'" 0,' '0 PROPOSED 4: 1 SIDESLOPE (MAX) FFE: 92,00 '-, --. 0.. V 0:: '~ --. --- ._-----............ PROPOSED 1.0% "- SIDESLOPE (MIN) ---- ---- ~ i5 EAST R/W US '9 PER DEED .... N 0.. U 0:: N 0\ I') ....... Z o i= ~":>i;:l ",' ,~ u.. wo iE... u..' o~ f- W(/') z~ ::J:x: f-i= Vl::.> ~&; .~ INY. El,: ~~ ~~ (j' .... : BACKFlOW ~ ~ PREVENnON ~ ~ DEVICE . 0:: ~ o 0:: o Zz :52 , (/') b ",t>< o 0, BODYSHOP SW ALE DE'I'AIL ~~OT TO SCALE J ",'0 0,' 'Q '0" 0,' ~ / ~ ':>~ crl":<:>~ ' 0, '0 0::", ~J: ~!r ~~t13: Uw51i ;a'Tg:~ L ' \ ../ \. co' J: ~ 0 00- 1) <.. 't--' 'l~ .p <:J \), +'" COVERED AREA ONE-STORY BLOCK BUILDING FINISHED FLOOR EL: 90.5' W INV. EL.: 87.07' E INV. EL.: 82.97' (SIZE UNDETERMINED) 0,":> 0,' '0 ~l" <\\0 ~ ~C \'0' '?- S O~ Q;V '\70 ,?-V, ~ 0i\ ~ V G~~ 0" 0'>>.' j ) " , ,$I 0: 0" "'<) ~~ ....~" V t>i~. __ ~ <i! !j <), '::11D~ 1) +'" ~ \ ~ ~ 9i 'J'" 0,<)"1" 0 v----- J ,,'- 0; - Oo,ot><" COVERED C0NCRETE ~ v ii! ID COVERED CONCRETE ')'1- <). 0) '\ 't--' 9.~ "t-" - Ix" 0' '" "f'o 0,' o~ Ww ~~ 00 Uv d" "'. '" u..f::j 0< w:x: 00.. o(/') w<C / I Ov I ",0 '" +'0 5 ------I h o j~--- '?-*' '0 $'-'; GRATE INLET N INY. EL.: 83,62' S INY. EL.: 83,80' 'J'" '" +'" SIR 5/8. LS 4580 228,54' I'I1lNES5 POINT t><t>< 0' - 0, 1) TWO-STORY MASONRY BUILDING FINISHED FLOOR El.: 92,1' 0. ::>: <( Q: ~"t- v vO ']:-1,) 4 '?' 8/ \) <:)" ---+ 0, G' 0,' CONST. SILT FENCE: (SEE DETAiL) t><C) '0'" o,....C)"~_Q o~ Ww O::Q: ~~ 00 Uv TYPICAL 0.7' I'I1DE - 8HICK PLAN TER ,,:>0, <), - ',-,>', ,',..;;.,~., e::"" ::'J ....,. i' ;;:::""'.'.>""'.;;~, ....: ': ... EXISTING CONCRETE SPILLWA Y ~ ~' 0," METAL ELECTRIC CONTROL BOX ,?"v 0,' '0 TYPE "p" I./H COVER. lOP E:L '" 91.30 CONTROL STRUeT. /1 LOCATED W/IN VAULT (SEt DETAlL) " Ii <)':> I '0'" + ~ Ii --+=- LEPHON~ MANHOl$ ~I' Q' ~ <).... ~ '00,' Ii +----- -- j Vl U COVERED CONCRETE ~ v ii! ID COVERED CONCRETE Il. V Q:: '" '" ... '" ... INV EL .- 86,00 ",t>< ",' t><'" GR!<>n: INLET 0,0 ",<). N [NY, EL.: 84.32' SE INY. EL.: 83.76' 0,) "'. '0 \;)'" '1:;'" + '.. '" ... '" v '" '" '" PROP, 12" ADS PIPE '" ... '" '" ... ..~-..........._""'-'- EXISTING GRADE v ... '" '" '" '.. ... E N GIN E E R~S '" v '" '" '" o w rJ) & (,Q 0 o z o z o 't ~ (!: I- rJ) I) W cr <{ o "rr: o '.J 'lL 'J ~ <!1 >< G: u.. 5 '" '" '" '" '" '" '" '" '" '" '" '" ....) co '0 ... '" v v \I w ~.. v v '" IfE.oVII_Y W()(){)f:{) v Wt:hAND .o'f?EA v '" '" .. '" OUTFALL CONNEC'l'ION DE1'AIL NOT TO SC/I,LE v ... ... '" v '" ... '" '" '" '" '" '---to v '" '" '" '" '.. '" v '" '.. '" ... '\'" '0'0 + o " " '" ... ... v ... '" '" '" APPROXIMA TE LOCA nON FLOOD ZONE LINE (AS SCALED FROM F.I.R.M.) ... . . . ~ ... '" '" '.. v v ... '" '" VAULT TO BE OEStG HS-20 TRNFle L REQUIREMENTS ~ " ... '" '" ... '" '" ... ... '" '" v '" '" ... \ +-. ,:>'" '0"" '" '" '" '" ... '" ... ... ... ... '" '" '" '" ... '" ,I... ,j... ,,; FLOOD ZONE "AE" '" BASE FLOOD EL.: 88', '" ... '" " " " .... '" '.. .... '" ... ,.) '? o,\J ,':> 0,' '0 ",'" '1:;' +'0 '! " '" '" '" '" .... '" '" '" '" '" .... ... '" '" '" '" '" '" '" '" '" '" "'... "'" '" ... '" ... '" " '" '" '" '" "'... '" '" '" '" '" .... '" '" '" ... '" '" '" ... '" '" '" '" '" ... '" '" ... '" '" '" ... '" ... '" '" '" '" ... ... '" ~ '" ... '" ... '" '" '" '" '" ... ... '" '.. SEA L \ 'I \ '0 . fC +'0 nRNci'f~ '~~~ff--" "-''''':~'' ---.. (}.,," -t REVISIONS: 1. 05-07-03 2. 06-06-03 f-.__,~ ":J 1,0, " '" ... .... '" NORlli R/W LINE OF THE '" '~FLORIDA POI'ltR CORPORA nON R/W DEED BOOK 1516, PAGE 581 '" '" '" '" '" '" '" ... CORNER NOT FOUND ... '" '" '" ... , , .\0, ~. +'0 ')'" '0'" '" '" '" '" '" ... 0,'J '0'" ~ 'J~ '0'0 + :) <s;0 '?' <Q POWEI~~t,,; 100' $.t,p~~~~A 0 N l~fE 5 ~~ 'J'? C () ~ 1516 !)r.J" BOOK v<(O- DEED ~'v\ 9;-"t- \j ... '" '" '" '" '" '" ... '" '" '.. '" GRADING & DRAINAGE ClD ... .... '" '" '" '" '" '" '" '" '" .... '" ... '" .... l( , cJ' ,.,'1.> .1. '" ... '" '" .... '" '" '" '" '" '.. ... '" '" '-V '-V 'J.- ... '" 40 0 20 ~--~mT~~m rr 40 BO rrt.nrr~'-ir1-rr ( IN l<~EET ) inch == 40 ft. ---- 160 r - --'---vr-v1 II>A T E: I L ..u 04-28-03 [:I 0 B .#1 I 20-02218 ~ R A ~c N B Y: ) Ie H E C It B Y: 1 . JSH . ,~ '" '" '... .... '" ... '" ... '" '" '" '" '.. '.. ,~0 ~'" ~ + ",C) '0"" -.~ .. '" .... '" '" '... '" '" '" '" ... ... '" .... '.. \)'0 '0'\ ....t>< 1 1 '0'0 + '" '" ... '" '\ !(-}~ '?~1 ~" '" 'I.> 'I)'" '\. '0 . ,\15 " '" '" '" GHAPHIC SCALE -- OMN -- CHl'r - C;'" '\ -W'I"f--f---L8:J-')H'# _ '0 '.. '" - ~-~- OH-N - ~',.. - CHW ~_FIR 1/2- NO 10 ..v ... '" Sf I 4 OF 9 '''-....--.........- ~~ /~ // // WATER AND SEWER MAIN CONS"CRUC"I'ION NO'l'ES ~~ Z~ ~5 ~~ ~j >" ZSi 000 ~ ~~~8 ~~~~ ~~~ ~~~ <~~ =~~ If) (0 ("')("') tD(j) ("')("') 66 tDtD NN (> ()'1-*- $ ~tj <~ ()'1- ,,-? (>\"*- ."Cl ;; ().j- $ (v" ~ " ",CI:' (,'j .,} ~" " G'j $0; Cl. ."~ . ~"" _w.~\<:' (v f EXISTII'4G RETENTION POND...) . .",,"IF "<~ ""~ ~ 0iY" ~,."< "<""'. ",:'i-" ~ ~ :'i-" ,,-? "<~ ,"< ,,<"" ~ ..k.'~"< *=-~<<-; . {J;0_.. F~.Ef--'" - 'lJo'? ,,'? '? I 6' CHAIN LINK '" FENCE\ vFENCE CORNER "<"",,, <"'~ ~ 1,5' W., SA' N. " " q"" "-~ .~ ~i ~"<~ r)r) Q)Q) ~ ~ j ~ ~LL ~- 1 , ~ ()~";I \ GUY POLE aliiI' ~ GUY o-i=J'-~- 0f1W ~~ O ,,6 q" '" .;- 9.,,-'" ,().~ ,C) .GaaaQa..ODoa."..".a ~/////////// // ~PROPOSED OOoYSHoP/ 3,825 SF ~~ ~ , 'I .-6' WOOD I I FENCE 1. TYPICAL 0,5' CONC~ CURB ( -= 4J S N INY EL.: 75.07' (12" PYC) S INY, EL.: 74,97' (8" PYC) SANITARY SEWERS, FOR'CE MAINS AND STORM SEWERS CROSSING WATER MAIN SHALL BE LAID TO PROVIDE A lillNIMUM VERTICAL DISTANCE OF 18 INCHES BtlWETN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOvVER PIPE WHENEVER POSSIBLE, WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST Cf~OSS A WATER MAIN WITH LESS THAN 1 B INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF' DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS IF' IT IS NOT AVAILABLE IN THE SIZE PROPOSED) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BEnVEEN ANY nvo JOINTS ALL JOINTS ON THE WATER MAIN WITHIN 20 FEn OF THE CROSSING MUST BE LEAK FRET AND MECHANICALLY RESTRAINED, A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING. ALTERNATIVELY, ONE OF THE CROSSING MAINS SHALL BE ENCLOSED WITH A 20 FOOT LONG STEEL CASING CENTERED ON THE CROSSING. WHEF<E WATER MAIN CROSSES BELOW SEWER MAIN, ENCASEMENT OF BOTH MAINS IS MANDATORY, ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING PIPES CENTERED ON THE CROSSING, WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP AND THE CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS ABOVE. A MINIMUM OF 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATiIONS WHENEVER POSSIBLE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10-FOOT HORIZONTAL SEPARATiON, THE WATER MAIN MUST BE LAID IN A SEPARATE TRE:NCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF' THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF' THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCi-iES IN PARALLEL INSTALLATIONS, THi: WATER MAIN SHALL BE CONSTiRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE: CONSTRUCTED OF O/P(lF AVAILABLE IN THE SIZE' PROPOSED) WITH A MINIMUM VERTiCAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOUlD ALWAYS BE ABOVE THE SEWER, JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM rHE JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS) . ALL WATER MAINS SHALL HAVE A MiNIMUM OF' 36 INCHES OF COVER. ALL ON SITE PVC WATER MAINS 4 INCI-IES THROUGH 12 INCHES SHALL BE IN ACCORDANCE WITH AW,VA C-900 STANDARDS, ALL ON SITE PVC WATER MAINS 2" TO 3" SHALL BE CLASS 1120 OR 1220 (SDR 21) AND MEET REQUIRE:ME:NTS OF ASTiM 0-2241. WATER MAINS SMALLER THAN 2" SHALL BE CLASS 1120 OR 1220 SCHEDUU~ 80 AND ME:ET REQUIREMENTS OF ASTM 01785. PE PIPE 2" OR SMALLER SHALL MEET THE REQUIRWENTS OF ASTM 0-1248. ALL DUCTILE IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF ANSI STANDARD A21,51, MINIMUM CLASS 50, IN AREAS WHERE THE SOIL IS DETERMINED TO BE CORROSIVE OR HIGH GROUND WATER IS EXPECTED, THE PIPE SHALL BE INSTALLED IN LOOSE POLYETHYLENE ENCASEMENT NOT LESS THAN 8 MILS THICK AND INSTALLED IN ACCORDANCE WlrH ANSI SPECIFICATION A21.51, l' ,..... l' Q) 'Ii:: OJ ...J ;;;: z ., \'T~'... ...... O/ii~ ~ I OtiN PROPOSED Rf:TEHOOH POtf) OHW CIiW QHW HW CH'H QHW QHW QHW ~....... - Ofrw V6' WOOD FENCE """"'''''-==-Tl1 ~--'\""~ (0) \. 6' WOOD \,l FENCE ----~ ( , CIIW OHW CHW CHW c,..., 'V'( CHW e:) ~ ItI \ I- ;;! I n. Vl ..: ( 'y ~ 0"l' c!} ~ "~ / 0-1-" 0.6' WlDE..J ~ BLOCK WALL 0-1-" . METAL "'-~UPPORT AWI'<ING COLUMN rI {3' X 7.5' WOOD STORAGE BUILDING CONTRACTOR TO LOCATE EXIST G4S MAIN N-ID INSTALL TAP N-ID CONNECT TO NEW BUIWING. COORDINATE wrm G4S COMPANY N-ID OWNER. . ~ <5 I W ::J Z W > <l: I-(j) ((0 ~<D 3:("') w (<) Z I-1 I-LL cr . o <l: Z (L ~ r)~ ~ x o u. o W " o W I I- -' <( I B; <( u.. o w " o W ~ e; I DISPLAY PARKING (5,262 S.F.) '/ ELECTRI~ ./ BOX ~ 0'l' ~c!} " "'-EDGE OF ASPHALT ~ <5 x::, 7 TYPICAL 0.5' CONC x) CURB ) } 0.5' CON~" CURB \. ( -===.,: . ~ IS I ~ x " o 3' X 1.6' CONC \ 30,9' \ ~ TYPICAL V ROOF OVERHANG ONE STORY METAL BUILDING FINISHED FLOOR EL.: 90,9' . . ~ <Il U . . ~ ~"l' c!} ~ u..1- ~ o;;! 0 WI I ~\ I I x s O'~~~ ~\~0~ ~q {)~ {)o; 00 <)\ ~ ~ ~ C~~ Ii I :(x L[) .--... u.: vi (J'J .q- L[) N '-' CONC./" I (/) ~ ~ u . ~ UIJ ( x) ~ S2 Cl:: <( a. >- <( ..J 0... VJ is o z S2 Ct: " ~ TYPICAL :(x ~0.5' CONC <(CURB ....J 0... VJ Ci ~ ~"f' c!} ~ o z S2 Ct: <( 0... 0... o J: VJ >- a o m ,.l. " ,\O~$'~ c, ~" ~~ <Q o'\~ ~<c; .r~' COVERED / CSW '\ 0 ~ z 9,-<'- S2 \"" Ct: <( 0... 0... o J: VJ >- a o m . ~ x o ;;: (/) u 'in .--... u..: vi I' I' ~ r- -< ....J 0... VJ is .--... u..: ~ vi g-0'?' I' '? N \" N ..f '-' LCONC '-- , o 0 ~ ~ 5' CSW,\ BUS STOP SIGN r::.:.. f ~ l~ \ ( o I- -' <( I n. <Il ..: :( ~ w " I) ~ ~ ~..J... .c, ~ ",o~,\}" 8 ~'v \,0" "vo~ ~ a 0 \c:*' ,:!:-",<:> ~Cl' g;! <QC<'~"" ~ 0- <Y o u " -z- S2 Ct: '\-~ ~ g-<'- -UJ-. ~" ~ :J 0... :::;; -u:r- ~ 'SSCO 0.7' WIDE BLOCK WALL" Willi 3' CLF '\ ,..,.." MW MW ~ IS . . ( CONCV GAS PUMP)COVERED) AREA A ~ 4' X 4,5' 9,-<'- '\ ~ ,MW , ~" · CON~"", CONC- j./3.5 DIAMETER COVERED AC PAD 9 LID CONCRE ~ '... 1.5' DIAMETER · · . LID 6" CONC ~ 1 .r SUPPORT {\ COLUMN , ~ WINY, EL: 77'00~ N INY, EL.: 77.13: 0 5' CONC ~Y, EL.: 76.92 CURB ALL 8" PYC S M -r M 'I ~ 2l17s= fl Iv Jpf : ,- C Ib- OHW __ I :-.,'-... ((!P / STOP SIGN ---[ [;:J SIGN ON 4' X B'./ ~ CONG BASE ~"l' {J. =) D~ TYPI C A ------- HANDICAPPED -......... HC 1---___ ~____ PARKING SIGN .......... - CUSTOMER PAR ING l8 SPACES) r TOP EL,: 90~k x) DJ-}-. W. INY. EL.: 84,?5'(~i:: ~ IRRIGATION 0.7' WIDE E. INY. EL.: 81.66,(12. CLAY) C~NTROL SHED "" BlOCK WAL f'- S. INV. EL.: 81.73 (10 CLAY) S ,~4-+Al.h "'V ,,'Will,: cn ~ ;/ /SSCO CUSTOMt~K rARK NG ) ( ./ ' /' (3 PAC ES) ls-g1~ '\/ rcsw I I MW CONCRETE ~~DUMPSTER /" PAD ~ ~ ~= ~~ ~ Z~ ~O<\C = ~~ Z~ r~ I ~ \wi ~~OZ U ~~ ~~~rJ) O~ -'00 ~~= N 00 =~ Z ~s< ~ o=~ ~ ~rJ5~M . < ..,.. ~ ~ ~ ,., ~~~ U ~~u~ ~~ 1--4 ~ CONC \ GUARD "" RAIL '\. ' o , Cu ( . , I . I t r---------_) o ~ 1,=- . LPJ ~ 0'?' c!} '1- 0.5' CON~"'\. CURB \. LV..) <ID I, ~2.5' DIAMETER CONC AC PAD C ~ ~"f' ~ ~ ~ ., o " 0,5' CONCi~ CURB . ec: ~ o ec: o Zz <(" .-J Vi cb STOP L SIGN py;. ~ ~BRIC~~ / WALKS '\-....... 11 f I '--I "i\ ) /~ 01 ~ x o o ~ " z S2 Ct: -< 0... W u 5 Ct: w VJ MWa M~FILLER TANK [ /t BACK FLOW -- !i PREVENTION ~ DEVlCE C'i'-' ~S ~ 0'?' c!} '?- WOOD BRIDGE I ec: ;< ~6 Z~I ~~..)j !izw ~~u~ uw5-.: ~ I 1-. ' '< 15 I i ,..:' '-L.--- CONC ONE-STORY BLOCK BUILDING FINISHED FLOOR EL.: 90.5' 7~ S SSCO WINY. EL.: 87,07: E INY, EL.: 82.97'- (SIZE UNDETERMINED) ".+- o x) "~ 0' COVERED CONCRETE ~ u cr: en COVERED CONCRETE vo.S' CURE ~ 0"f' ~ '?- u.1- 0-' <( WI "n. o(/) w<( / u..!::i 0<( w:J: 0n. 8~ ~ I c [ I I ~ I~ I. ~ -~ I I....., I~g 181~ --...- \", , ",-I- o;;! WI ( "n. ):i 0: o o f- BRICK I> 0- WAU</ BRICK WALL f o~ Ww ~5 OZ uO u STAIRS~ c:" Z S2 Ct: ~ CONC........... w u 5 [~~ VJ ~ ~~ ec: o-4v~ ~ CJ{f 8.-/ ,5 ~ r o TWO-STORY MASONRY BUILDING FINISHED FLOOR EL.: 92," \ ~ ~ \ I \ ,,~ Q'1-*-O .:~ <!: x) ~~~ ItlO~ '" ~..:;g?5 '" ~ s~~ ~ /Ix) o '", i~ _M_ "''''" [~ONc7 CROSSING TT G,V.'" " r ,ss IE: 88,20 FIRE HYDRN1T ST IE: 83,36 wI 6" GATE VALVE ~ "'" (SEE DETAIL) .<.. .~ / ~' BfNO................L o' @ TYPICAL I 0(1 m '~ ,... .,,'. '. ;:?(///////'// :;:::;,;;;;/;~ RI; I \:J~ ~ ,,4 ~ ~. ~ ' ~ -- ~~~ ....\~ ~ m~ ~ :.,/ % ~ ~ ri ~ ~ .' '~~ ~ ~. '.J" ~. . ~ << ~ ~ '~ ~ '~', ~;;:::-~>>;;:::$~~ o~ Ww O ~~ - I---. TYPICAL 0.7' WIDE BRICK PLANTER ..L- CONC W METAL ELECTRIC ~ ~ CONTROL BOX t...... CI,BLE RISERS -r-------.~__:[ TELEPHO~/"')~ MANHOLg ,~ METAL ELECTRIC CONTROL B{-l-----!.~V. - ~ ~~ "f. ! ~d ~~~J ~ ~~ ~~~ l<~~ '1-> . lU u"- ~.e l~ ~i ,; \ ~ ~ \ \ ( PEBBLE ,DISPLA ~REA '-..... CU:>TO~ER PA KIN~ (~ SP/I,CE) U CONCr- c, ~"" ~~ ~~ v~ ~~ ';)0 -........ -- W W 'V ;< z o ~ ~'?' c!} ~ x) ~. COVERED CONCRETE ~ u cr: ro COVERED CONCRETE - W 'V W W W GRATE INLET COVERED N INV, EL.: 84.32' AREA SE INY, EL.: 83.76' (.., ,-J ~ 0.5' r3~~ / (2 ~PAC S) 1 ~ ~"f' ~ ~ ~ W W -+ W W 'V W W ~- ~ 9,-<'- ~" ~ W v W W 'V 0,5' CONC CURB W "" "" W "" "" W E N GIN E E R~S v ,,v W o w U) ~ SLIDING GATE~ TYPICAL MASONRY COLUMN DISPLAY PARKING (4,142 S,F.) CO, CO. ~~g t)LF.,.'n"Bw;;VC 7; CROSSING SS IE; 86,81 ST IE: 83,31 /1 / CONNECT SN<IITARYOz ~TERAL WI 12")(6" HC H'l~ CO L ~~~ 16" Cyp ~. ~f~~' , < "" "" ~1:~ ~ ~~~yp' (i...."'iIl ,zrvCyp ""\.,,;'"'1"'/ W ~ W . ~/ 10. CYP q "" "" / '" ,,v , v "" 14" /j ........ W ~~' "" ~ '" '" '" ~~ "" ~ v v '" r:l~' '" '" ~ '" '" "'" " "'TOP Et.: 86.96' '" FLOOO ZONE C. S..JNY, E~: 74.0t(12" ~}!C) "" '" E. INY. EL: 74.06'(12" CLAY) "" ~ '+' '+' ,,v "" '+' '+' '" W '+' 'V '+' ,,v ,,v v "" '" 'v :r I- ~ (j) 0 o z o l' ~ ~'?' ~ ~ '" '" "" v "" '" "" '" "" 'V '+' '+' '" "" 'V '+' TYPICAL 6' CHAIN LINK v '+' FENC~ '" v ,,v ',v '" ""~ V '" '" '" ,,v '+' CO ., '+' 'V v "" v W W ij..---s- S~ S71J8 ELEV88 ,25 14' CYP 12 YP ("'V'J;v., ~~'i3:5 12" CYP (J::\ <:::5 9" UP f{L) 8" CYP \APPROXIM: 1 ,uj W W "" "" W ,,v w v V V W v W ',v \ '" v v W 'v W v ~~ 1I~;'Y/:;'~601oe~D ~ '+' v W W v W W '" "" 'V W W ,v 'v W '" ,,v '" ,,v W v W W v '" 'J ~ (f) X w G:: ~ ~ CONCRETE W W W APPROXII-AA TE LOCATION FLOOD ZONE LINE (AS SCALED FROM F,I.R.M.) 'v . . . ' W ..v. W "" W 'v "" W W '+' '" ... '" "', 14" PINE 1# 1 4" PINE :Q14" OI,K ~.. 'L 10" PINE- .. ,,- j .on 1 6" C YP <::<::::\ 14" Cyp:;;lf ~ (I', ~~ " .""," CYPrao:.~N 12" CYP 10 C~j,:,J;~','<.:. 10" C' 6" TREE X3 C; ~"'-;&'.,... 13 l' CYP o 12" CYP~"""""'::Jo ,). ~'o!? 12,;/ YP r/ 7~ " h-" ,,~ " ~ ~ '+' ... ... W 'V "" ... 'V "" W w ... w "" "" "" '+' ,I... ,I... " FLOOD ZONE "AE" 'v BASE FLDOD EL.: 88', "" W v w "" APPROXIMA TE EDGE"" OF WETLAND "" "" "" ... "" ... "" W "" "" "" SEA L "" 'V "" '" '" W "" W W "" "" "" "" "" ,v ... R.EVISIONS: "" 'V ... ... 'V "" "" ... '+' '" "" "" W "" 'V 'V "" "" W "" '" ... 'V ... '" "" '" 'V "" "" "" 'V " r "" "" "" W W W W W "" "" W 'v "" "" "" "" "" W W "" '+' "" ... "" "" W "" "" W "" 'V "" v BURIED 16" OAK ,,-1--- CABLE MARKER '-. c t'-' ~=...;--,_:::=-3..J!-\~ --- Gri'J'i' --- - CH..... - OHl1-::::=:::::-~ <:17 "" 'V W "" "" "" "" "" 'V ... ... "" "" "" 'V "" W 'V w "" '" "" "" "" "" W "" W ",Iw "" W ... '" ... '" W "" "" ... '" "" ... -+ SITE 'UTILITIES U]) IDA T E: ] . 04-28-03 I.JOBI: ] 20-02278 I D RAre N B Y: I Ie H E C K B Y: I . JSH . W ... W .. "" ~, W "" "" W 'V "" "" "" 'V W V -' (v\" {f ",V' c,~ ",>V ,.,~ \j \,J ,f.-V 9;-~ c; W W W "" "" '" "" ... "" ... W "" '" W ... w W "" "" W "" "" "" "" "" "" "" "" W "" "" "" W "" "" ... W "" "" "" "" "" W "" '" "" "" '" "" "" V "" W W "" "" "" "" ... "" W "" W W "" w ... "" "" '" "" "" "" "" W ... "" W ... W "" '" ... '" W "" "" W '" ... "" GHAPHIC SCALE 'V "" ,,v "" ... ... "" '" ... "" 'V "" 'V W ... ... "" "" ... ... "" "" SH 5 OF 9 'V ... 'v "" "" "" "" ... 'V --- OHN -- Orl.,., --<:----.l.}HH----(-q:t::;--- OHW vliN OHW OHW OH'N QHW -"'c.D "" "" ... "" "" "" w ... ... ... W "" ... 50' I 1 L CONCRFTE SIDIEWALK-", -r- i 2: I ~II ::=::::e$E':: =t::==.;c .=f'raa= I D~ECTABLE../ ~ \.~OP FLUS~ WARNING It/WALK ACROSS # SPACE AREA ~ (~ \ (~ I 5' I ACCESSIBLE SYMBOL DIMENSIONS - -r-r- FLUSH CONDITION SEE NOTE ----- 3/4"-2" 1/4"-3/4'~1=r- 7/B"t-~ , . . "'. :......... DETECTABLE WARNING SURFACE RAISED STRIPS Ol~ MAT NOTE: RAMPS ANO FLARES SHALL I-lAVE A DETECTABLE WARNING SURFACE USING RAISED STRIPS OR MAT AS OmCTED iN THE FLORIDA ACCESSiBiLiTY CODE FOR BUILDING CONSTRUCTION (CHAPTER 17), LATEST EDmON. CONTRACTOR TO VERIFY REQUIREMENT wm, LOCAL BUILDING DEPARTMENT PRIOR TO CONSTRUCTION. ~D r:::]. lJ.J :- t.::) :t: .... ...J 3: .... D:) I 1 6,,1-11--16" --11-2" 0:: l.;j l.;j a 0- 0 (,) 1: I- ...J ~ <5 LJJ 0 _.J ...J .2...!L8': 5/L~ r ~ -I, I t I . 0> - I~RAmc \ .__~_I 1/4" . '"' I ..... WHITE METAL POST \\'T. OF 8W1K POST SHAll 8E 2-2 l/Z'//FT. . 0> ro , /cr '1- 6" STROKE (TYPICAL) . o I 'f... - NOTE: ALL PA\t'fMENT MARKINGS TO BE THERMOPlASTIC . '"' I N ~ ~ 3 - 6" WHITE CHEVRONS ^ EQUALL Y SPACED PER AISLE / -n- \ , '/ ' \ -;7 j ~-~~ ) /C\ ( r--I to I- .... lU ...J .... :t: L-J J: :-:. :3 D:) .... 3: 3: .... D:) I I "I~tt I" 6"~ 6" 6 '1-11-16 --.j 1-2" -~ ~2" / I I BLACK BORDER &: LETTERS WHITE BLACKGROUND ALL LETTERS I" SERIES "C- r- 2" HOT DIPPfD GALVANllfD / STANDARD WEIGHT STEEL PIPE 1'-0" & PARKING BY DI'5NlLED PERMIT ONLY . '"' '255 ~NE F,S. 318.14 / STANDARD PRE -PAINTED l DIABLED PARKING SIGN ON 1/8" TrIlCK SHEET ALUMINUM WHITE SYMBOL &: SYMBOL, BLUE BACKGROUND BlACK BORDER &: LETTERS WHITE BLACKGROUND UlJl_l 8" X 2'-6" CONCRill MASS :1J ;( FINISH TOP OF MASS LEVEL WITH A SUCHT RAISED WASH APPROXIMATELY 1/2" ABOVE I '1- - LEVEL OF TURF /500 >--- . ~\ - ~ ACCESSIBLE SIGN & POST DETAIL JJj1. C-~- 8" .- CONCRE1f roonNG Silt Flow ~ , ~ ,,~ Spacing for Type III Fence to be in accordance with Chart I, Sheet 1 of J and ditch installations at drainage structures Sheet 2 of J. Type III Silt Fence 7 1/2" BITUMINOUS CONC. SURFACE FOOT TYPE S-I/I BITUMINOUS TACK & PRIME COAT r IF NO 6 - W 1 .4 x W 1.4 W. W. F. / "( 6" FOOT CERTIFIED LlMEROCK BASE COURSE 7 2 P.J.F. CONC. (MIN 98% MODIFIED PROCTOR/LBR 700) PAVEMENT ONLY) I -2." 6" 6" 1 :50 OR 2~ MAX FIN. GRADE ~ x/",, ......... "..~ tJ. to - "~, I m~~, S- ~ ~lIlfUMllillm.t~ I-WIWm1ill\\1\ffiI-llWI Wf~ SIDEWALKS: ~ ~'0>/~~t~if~~~?/~/~~~ ~~~#~/~//~/~~~ 1. ALL CONCRETE IS TO BE 3000 P.s.I. 2. GROUND IS TO BE COMPACTED PRIOR TO POURING. 72" SUBGRADE (MIN 95% MODIFIED PROCTOR/LBR 40) CURB TYPICAL ACCESSIBLE SPACE LAYOUT I , I 1____.______.....__._...._ ......h..___.... PER FOOT INDEX #17346-10 ACCESSIBLE PARKING / RAMPS SETUP N.T,S Post Options: Wood zf Min. 01 Wood 2" x 4" Oak If x I 1/ Steel 7.J3 LbslFt. Min. " co ~ o :::!i .2~ ~ c '- ::E o l[) ,... ") ~! ~ , Note: ~ ......' ""........ r- .,..... ~"'':":'" "'I r (' , ~ ----.: - ,..... ~~- l.. , , '--.. "- '- ---.- ------- .......... ........ r-<- " r,-,:-( r( r "- "" ~ y\O~ sy ,;".f? ( r ?'\:-- /'~ Type III Silt Fence I I f- 6' Max. I I ~ .. ". .. -- - ELEVATION Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF). TYPE III SILT PENCE ~.!: ,I. \, ~ .t. I ~v ~ .. , ... .- ,;- -p... ,; - ~ ?; ... ~~~ ~o" t) ~..... Note: .. ,.- ;;' - -... /"'... ~ " r-,~ " r ~ / - r">" ......._ """ Type 11/ Silt Fence Protection Around Ditch Bottom Inlets. 00 not deploy in a manner that silt fences will act as a dam across permanent flowing watercourses. Silt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. SILT FENCE APPLICATIONS F.D.O.T, INDEX NO. 102 TEMPORARY EROSION CONTROL r--us "-'-"-l 1~~11/2" P.J.F. (CONC. PAVING ONLY) I _?_, SEE PAVING DETAIL I ~ I "I ~ 11 " (0 ~ ~ , ,I ~ +t+ ,.' I ,- ~ ~ ,:1 '=~ I 11~, - . ~:"'I'_ .. ,. uUll~...~\lili~.,mIT~.~UJill\ .~ ~~~J.-1ill\I=Ji\I\\=-=:11TI\I-llllT\ 11111 'w/ 1(~~~'<~~~~~~~~~~~ NOTES: 1. PROVIDE 1/B"-1/4" (SAW CUT) CONTRACTION JOINTS AT 1 0' CENTERS (MAXIMUM). MATCH PAVEMENT JOINTS rOR CONCRETE PAVEMENT. 2. PROVIDE END TRANSITIONS PER F.D.O. T. INDEX NO. JOO. F.o.O.T. INDEX NO. 300 TYPE "D" CURB IHS. -. THREADED PLUG ~ (CAST IRON IN PAVED AREAS) \ '-:<<< <<'/v/,v/,\} " ," . ." .,->>>)//,>)0,.>>';">:;>-:>>>:;>0" ~~0>>~~"i.:": .:'; ..' 1---l"':': .:': '. '. ~~A.';(~~<<0''\ '<;~~0>0>2:<.~& ....'. . . '. '. ,?j::(:'V),?:>ij')&>Y; CONC PAD . :/~~~y? ~~ ~~~~~/; . /~~/~ ~'/'<v, 4" THK. X 1 '-6"SQ. "<',' ~~ .,V', '. W/6"x6" W,w.r. /' ubJ ~~~EW COUPLING DETERMINE DEPTH ~ I (MATCH SEWER SIZE) IN FIELD J==( ( It / 'L TEE-\WE (TWO WAY CLEANOUT) NEW SEWER LINE ~ l~WO WAY CLEANOUT N.T$' ~~/"..tl ~,. ~....' j t f C'.j (6 x / ~LOPE j....z.::.::x x x , ,/ ~.~.~' J. ALL EXPOSED EDGES TO BE CHAMFERED. 4. WHERE SIDEWALK ABUTS PAVEMENT THICKEN TO 6ff OVER 3'. FIBER MESH REINFORCEMENT MAY BE USED IN LIEU OF WIRE MESH. USE 7.5 POUNDS PER CUBIC YARD TYPE 1/1 SYNTHETIC FIBER (ASTM C1176-95) PAVEMENT: 7, USE FOOT TYPE S-I BITUMINOUS CONC. SURFACE IN HEAW TRAFFIC & LOADING AREAS. PROVIDE 4" MINIMUM BASE COURSE UNDER THICKENED SIDEWALK EDGE. 5. 2. CONSTRUCTED AS PER FOOT SPECIFICATIONS TYP. ASPHALT PAVING SECTION N,T.S, ~ ~d/l) 24-" MIN. Cl: "'W' r ANCHOR TEE SIZED . AS REQUIRED 41/2" PUMPER NOZZLE TO "\ LOT LINE FACE STREET ~ \ ;-3-WAY FIRE HYDRANT :[~~ ,. PWE J(~ H' '" \ - \U- "ii( L MECfWilCAL JOINT 6" RESILIENT SEAT GATE VALVE-OPEN LEFT (cew) - ~ LWATER MAIN R/W '1/2" PENTAGON OPERATING NUT__ I 2<\-" 3-WAY FIRE HYDRANT\~A' MIN. 41/t' PUMPER NOZZLE TO FACE STREET FRANGIBLE F1.ANGE ~ ,J.--- I o I WATER VALVE BOX ~LOCATlON FOR "TRAmo" "" ~ ~ . . TYPE HYDRANT , {[, @)- CONO. VALVE PAD~ @. (SEE DETNL W-9) 6" TO 7" ~ I ~ FINISHED GRADE -.............. ~:o I l COMPACTED-~~ ~-~~ ~ll" BACKFILL -~~~- '] I 2.4-' SQUARE OR ROUND " AND 6' illlCK CONCRETE 36 MIN, 6" PIPE SLEEVE --- JO' ~ ..... SHEAR PAD W/2-#4 REBAR _I AS REQUIRED E~ ,. MIN, . ~ 06" % ALL AROUND . ~ ffi ~ ~ ~g; ;N;~ITI~NAL DEPni OF BURY MECfWilCAL REST, JOINTS (TYPICAL) DRAlN OUTlET SHAlL NOT 8E PROVIDED NOTES: 1. EXTENSION ON VALVE BOX SHALL BE SET SO AS TO RESERVE , /2 OF niE ADJUSmENT LENGTH FOR FUllJRE USE. 2. OPERATING NUT SHALL BE SO AS TO BE WITHIN 12" OF GRADE. EXTENSION TO BE PROVIDED AS REQUIRED. 3. VALVE EXTENSION SHALL BE MECHANICALLY AlTACHED AND SHALL HAVE A STAINLESS STEEL PIN AT THE VALVE AND SHEAR PIN ONLY AT THE OPERATING NUT. 5. ALL PVC PIPE SHALL REQUIRE TWO INSULATED METALUC LOCATING WIRES (1 D GAUGE SOLID COPPER) TAPED WITH 2" WIDE DUCT TAPE TO TOP CENTERLINE OF THE PIPE AT EVERY JOINT AND 4 TO 5 FEET SPACING. 6. LOCATING WIRES TO TERMINATE 4" ABOVE CONCRETE VALVE PAD AND FOLDED BACK INSIDE 3" PVC ACCESS PIPE AND PLUGGED. 7. LOCATING WIRES SHALL BE CAPABLE OF DmCTlON BY A CABLE LOCATOR AND PASS A FIELD CONDUCTTVITY TEST OBSERVED BY THE COUNTY FROM END TO END OF WIRES. 8. SPLICES SHAlL BE CAPABLE OF COMPLETE SUBMERSION, SUCH AS BUlT SPLICE WITH RAYCHEM HEAT SHRINK TUBING. 9. NO MORE THAN ONE SPLICE BETWEEN VALVES IS ALLOWED. NOTES: 1. SHEAR PAD REQUIRED FOR ALL HYDRANTS ALONG ARTERIAL AND COLLECTOR ROADWAYS ONLY. 2. CLEARANCE BETWEEN BOTTOM OF FLANGE Ai'!D TOP OF SHEAR PAD SHALL BE 6" :t 0" TOLERANCE, 3. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK EXCEPT WHERE CONDITIONS AND/OR REGULATIONS PROHIBIT. 4. PUMPER NOZZLE TO FACE STREET. RESTRAINED FIRE HYDRANT HILLSBOROUGH COUNTY N.T.S, ---.. ~ "-' BACK OF CURB 50' MAX. SPACING BffilEEN EXP. JT. (?YP.) 4' 5' OR 6' 1 (TYP.) 1. 2. NOTES: ~ . j . . .' li'l<.o , '0:: '\1'0 ~. ~ '1 J. I . ..1..' :.1 :.... L CONTRACTl~~ JT. (TYP.) "" ~ 1/4" EXP, JT. (TYP.) 4. 5. . ~ ~ ." / 1/2" EXP, JT. (7W.) 71 ~/7 ---..:..-- Nt.'W BUILDiNG PAD 6. 7. ALL SIDEWALKS SHALL BE 4" THICK. CONTRACTION JOINTS SHALL BE SPACED @ 4' INTERVALS FOR 4' SIDEWAi KS INTERVALS roR 5' SiDEWALKS AND 6' INTERVALS FOR 6'-0" SIDEWALKS' , FOR 10' SIDEWALKS, SPACE CONTRACTION JOINTS AT S'--O"INTERVALS AND A LONGITUDINAL CONTRACTION JOiNT II,,) THE CENTERLINE OF SIDEWALK, CON,fRACTlON JOINTS SHALL BE 7" DEEP AND meED WITH 1/8" RADIUS. 1 /2 EXPANSION MATERIAL REQUiRED WHERE CONCRE7E SIDEWALK ABUT CONCRETE STRUCTURE', CURB OR PAVEMENT. A LAYER OF 15# FELT IS REQUIRED BETWEEN WALK AND ADJACENT PARALLELING CONCRETE CURB. ALL ACCESSIBLE ROUTES ARE TO BE IN STRICT ACCORDANCE WITH STATE OR FEDERAL ADA REQUIREMENTS, ','(HICHEVER IS STRiCTER. N,TS TYPICAL SIDEWALK LA YOU1' ------- EX. 12" PVC WATER ~AfN\ ~ I 12" X 6" ' ~1 TAPPING SLEEVE -: ~~ NEW 6" C900 'OR 14 PVC WATER 1,.. ", .' MA./N EXTE.NSI07 ~~~~W)~.<<'^ : p ~- 0 ~ :; :' ~: : \0 : ~ -( 8" l-q: 8" r\~ TR~TH r 6 fAPPING VALVE $; -f ~ ~. TAPPING SLEEVE & V AL VE N,T.S. PAVED AREAS --- --- NON- PAVED AREAS 24"x 24"x 6" 3000 PSI I ~ CONCRETE COLlAR WITH C,I. COVER INSCRIBED FOR WATER OR SEWER W.W.F. 6x6 - W2.1xW2.1 CONCRETE VALVE PAD PAVEMENT L (SEE DETAIL 1'1-98) (FOR PAVED AREA) I . ~-=_.._J FiNISHED GRADE . ," l (FOR NON-PAVED AREA) 11 ~ ':; I' ~. ;: y,.:c oj ~:":::D,,~'" u IINYERTED KEY PLUG (FLUSH) t=. 2" MIN.- ~ p; w ._J CAST IRON. ROADWAY TYPE, u 0> w iQ T EXTENSION VALVE 80X (INSIDE SCREW) ~:)8 . u I SLEEVE AS REQUIRED ~ SLEEVE AS~_ ~ ~ -- 1 (PYC OR DIP) ~ REQUIRED - :a (DIP) = = : _ ~ COMPACTED BACKFILL 1')1 '~ "~ ~ ~'PER SPECIFlCATlONS ~~" ::.." ~'I ~TWO (2) PAIRS OF GREEN INSULATED fAE.TALLlC c::.-.., " . - 10 GAUGE SOLID COPPER WIRE (TYP.) -~ ~. -- r- EACH PAIR HEADING ON OPPOSITE DIRECTIONS ( , _~ .. WATER OR FORCE MAIN ;;<-<<'/<</,(;"'7 ;.< ?7 ~'~,. ..~~~~~~~~~%~~'~~>>>') UNDISTURBED DUCT TAPE EARTH (TYP.) PAVED & NON-PAVED AREAS GATE VALVE & TRA;CER WIRE HILLSBOROUGH COUNTY N,TS, I- 3'-4" I 3" J'-4" 5 " 54-NI.2'-0"..Jr.rj r Grat;J <r L ~ M L CI. 1 '-. Eye Bolt 1 ~j \ See Index 201 + . T~' >#4 Bars @ 72" Ctrs. Co Optional Post Positions~ Principle Post Position _ 0" (Canted 20' Toward Flow) Pilter Fabric (in ,~I f Conformance With 13 k Sec. 985 roOT Spec.) ::>- Filter Fabric '4~ II \ / ~/ow \ ...------.---- ~ U SECT/ON " co 21" ~ 4 I '<t 21" __4 - +I 2'-0" ~ ~ " - 8' ;:.~ I ") 8' -=... ~ co ~ PLA.N SECTION P.D.D.T. INDEX NO. 232 l~YPE "C" GRATE INLET NT s, . o I~ U-, " ~ ,... -- - C'.j . <J) I ~ 3'-0" 8" - . co (PLAN) THREADED PLUG~ (CAST IRON IN PAVED AREAS) \ ~<<'1;~~~ .....:: '''::: :.... =: .:::: ..'::: :...l~~~<<,&o/~ .<; '- ...."v,./</,<Y'/;.., ..... . .. '. 'I)YA'0.(/;y~'Y- . ,...."''?~~<<' ~~-< /!<:?(<<:(>;'>>>9};.'F.v/.... ,v CONC. PAD '<~ >?c>>~~ ~~~~V 4" THK. X 1'-6"SQ. ,'<<,'<<.... -~....'<~~ ,< W/6" "w F i -------- PVC x6 .W.. _____ (MATCH SEWER SIZE) 1111 STOPPER AS m~ RECOMMENDED BY THE PIPE MANUFACTURER ( LEW SEWER LINE TYPICAL CLEANOUT N,T.S. 4'-4" 5 3/f,1 " -I~~~ ~~- I 5 3/4" -11- 3'-0" 2 1/4" ... - ll- I GRATE (/) l.;j 0: ~ . -.- .- 2" CLR, 8" r- . ~, '---"'~ #4 .--- r @ 12" O,C. " co .. ..-----. (SECTION) RECOMMENDED MAXIMUM PIPE SIZE: 3'-0" WALL - 24" PIPE 4'-6" WALL - 42" PIPE P.D.D. T. INDEX NO. 232 'rYPE "E" GRAl'E INLErr N,T.S, 3' . ,,;,~'~'--~' ~<~-7?\;/ .:;C= = ~__:---. ____ ~. ';::::--~'~\I' i..! , /~.:::",~~/ ~....' ~..' .,. " , / ~ ~"'~-\, i. ji I / ~~ ...- ~ '. '\" '\r \ / / ';---/'/ _?:=~~:; => c.., \ \ : '" .)1 / ~..:: :>- "'-'-'c, ~=>~ "\ ........... \ (.r' / / ~.-;;; ...:~, "'." '~::;:""" // ~..,., ~.. . ~ " \ "> i,. '! / =~Z ~ Z....- ~ <:..- -""~, '\.... II, / / ~~:=. -=-"S::~.~ --..... ~O. \' Wf/ ~.==. /- _ ~-:o.. ~......._. ~ ". '. I I .,-.;;::.::- ~, /-. .~.-- -. -.. ..... ' ' ,- . ~ ~" _~~~= c~ --'\~:,', \ I! Y ~ -.~ -S::':. . =--,--, \1, /' -= /-- ....., => '- ~ Iii =--. ~--=--.."""", ~;.,_..~ :=::~~ '~ 111/ . ~--~=~~~::~~= ~ ~~ --<~ ""Jl /~ .~<:::'" '~:~'~" ( ."" '<:....': -- 4'-;~. ~;n=-.::._--w, 2~ ;;J' )()( X .)\ '! XXI" ~~~~~t~~~~~.~~=..~, T - .,~ I )()( .I j=~~ SIL T SCREEN r4 BARRlms PI.ACED AT PI~07ECTlVE RADIUS DRIPLlNE OF F'R01EC7ED TREE 2" X 2" VERTICAL WOOD STAKES W/ 1" x 4" HOr~IZONTAL OR SILT SCREEN ~j I , I I I L l~ r S. LOCAL AUTHORiTIES TO APPROVE BARRICADE INSTALLATION BEFORE SITE CLEARING TREE BARRIC1\DE DE1'AIL , '''-'-'-'--l 3'-4" 2 1/2" }~.~ 1'-5" 2" 7'-5" ~2''''-11-- }-ILJl-~I' r --.-... '.:.. ( .J ( --.-J ,- L----.--.J L....._.--.J I C'.j 'I~~F .31 C---~ ( ) i L-------..J ( ) ~ ZL ; =:5 ~-'-5 :I~ -=:32 ~I ( )L-~, c:= -> C _-::) I "L( )C=--~I ~::r== C._.-l ( ) I "J I c-------; ( ) I , "t I I-I v 11 j 3'-4" " LI- -1 C'.Jr\.r' - - J --L -- :=~J.- 1 7/2" J.~ 1C'-< 2" 1 1/2" (GRATE) ,.. -- DEFI'AILS i I I I c:' i ~ i I I i i --,-- . '... _"'0' II)(() (")(") ~) (() (")(") 66 II) II) (\j(\j ~~ Z ~ ~~ D- ~ 0 ~ z >~ Z~~ 000 ~ ~~~8 ~ r'" 111 ~Z~~ ~~~ ~~~ <~~ =~~ (")(") coco ~ ~ d~ f- 7 i' 7 CD * [I) .J W :J Z W > <l:: f-(() fl::O ~(() ~(") ~(") I.J f-u... fl:: , o <( z a. - ~ (1 I~ ~ : ~ ~ ~= ~~ ~ ~~<\C =O~ ~ Z~ r~ I ~\.I ~~O Z U~~ ~ ~<~OO O~ "oc ~=~N OOtJ~Z ~~<~ S=~ ~ ~OO~N ~~~ffl ~~~ U ~~U~ ~~ ~ ~ E N GIN E E R.S o w If) ~ <D 0 o z o z 't 0 ~ a:: o f- W If) x ' (5 ~-":~ ,/':~~"';t". '~:.Q:'\ ~ " .-' ~ ' ~ ",:" ,r a:: ~ \" 'i-t, ~~~', 0 ~,::; !' .., [~f u: 'J ':'~1'(i ~ .;~~ ~ ""l'd. ,'Yo,' \~r X . ,,;t~;/~,C'~ ~ W L;: lJ'T':i<N' <( ~ I.t.. ZW J 0 ~ I f- ~ --'-.-----. SEA L REVISIONS: fDA T E: ] I.. 04-28-03 I.JOB#: ; ] 20-02278 Fa A r~ BY: I Ie H E: ~S~I B Y: I SH 6 OF 9 x PROPOSED MANHOLE FRAME & COVER NEENAH FOUNDRY TYPE R-1787 OR EQUIVALENT TOP EL == 91.30 SEE STRUCTURAL PLAN (BY OTI-lERS) I PROVIDE ACCESS LADDER FOR I MAINTENANCE OF UNDERDRAIN AND VAULT I '~~C~R~~SIGN MID CERTIFICATION BY OTHERS. REFER TO SEPARAIE DRAWINGS CONTRACTOR RESPONSIBLE FOR SUBMIITING STRUCTURAL DRAWINGS OF STORMWATER VAULT (TOP, BOTTOM, AND WALLS) TO LOCAL BUILDING DEPARTMENT FOR APPROVAL PRIOR TO CONSTRUCTION. 2) STORMWA TER VAULT SHALL HAVE A CLEAR STORAGE AREA OF 1186 SF MINIMUM (NOT INCLUDING CONTROL STRUCTURE AND SANDFIL TER/SUMP AREA). 3) VAULT CONTROL STRUCTURE SHALL HAVE AN OfL SKIMMER PER DETAIL. V' DESIGNED TO HS-20 LOADING PROVIDE ACCESS LADDER FOR MAINTENANCE OF UNDERDRAIN AND VAULT '0 ~ CONCRETE VAULT TOP SEE STRUCTURAL PLAN (BY OTI-lERS) DESIGNED TO HS-20 LOADING CONCRETE CONTROL STRUCTlJRE W/ OIL SKIMMER I & WIER SEE DETAIL \ -INVERT EL 86.50 (12" ADS) E "" ~ '~ ~ /' I ~r// ~ -:, ~'''<''--~~. /, tG<j/" ~,/ ,..:</. _r. ",;./ '.~ / I, ~ , , , ",,- , "-, , , ",,- ',,- " "~ , " " , , "- , ", , , .~ , "A ',,- , " " '~ , " ", "- ~ ., ..., ''', ',.,' ',' ",,~ , ." "-, ,,-'" <" ""- ''<'< ..... <...~< / ',,---.// 1"-, / / " / ''': / / / / 7/ f/ / // 7 // ,( ',,- , 7 "-, ~& ''\ '0- '" '" . '\, " , '" , '\ '", ,.... '\C. " . '\" ,. '~~ " '\ ,. " , '\.'..'... "." , C) '0.' "-... -. OPEN BOTTOM VAWT (EL = 86.00) S>~~. ~ 0~,~ " r ~ MATCH TOP OF CURB (SEE PLAN FOR WIDTH) 1 ~ MATCH PVMNT .1 rl 11/ 6"1 * lx_____)<~-x-x_y1<-----)<-1<-----)<-----)<-----)<~ / 4" TK. CONC. (3,000 PSI) 6 x 6 W1.4 x W1.4 WWF ~' SECT/ON B-B ICURB LINE TOB SEE PAVING DETAIL L I' / END SECTION , ".'{' ~'<!.~'<:-;:::---'((..,:-:; :. DEPRESSED 6" ~~><<,~'0.Y/~Q~~~'0.~~ /<. '~000->>">00->>">0~00->>">>>/^. POND BOTTOM ,/~<;<//;,<j,0'<;<<;;</<</<<<;;:;////<</<</<<<<'<<,<I'" . '.... v/('0..'0..'V\.'0..'V\.'< '~'~~i>/~>~~~~~~~~~~~~~~~~~~~~~~ ~~/~))>>>>>~~~~~~~)>>~>>/' .. TOP EL = 89.20 SK~MER-&-SmoCnmE----------- -- SECTION A-A I I I I INVERT EL = 88.00 __, _____'.____________ I - RECTANGUCik- ORlFICf {7" X - 4',,} - - - - I I ~C?TIQ~ _ ~L _ =: _ ~7:. ~p_ _ _ _ _ _ _ _ _ _ _ _ _, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -L _ _ SKIMMER I __ I I I I I POND SLOPE VARIES I 4' ,- V) ~ I I j I:--\) / /11 ~====-= -- 12. ADS ~l._=_~~,E9________ _~~~!>--- 12" ADS (E) INVERT = = = - - STRUCTURE BOTTOM S' TYP I -I. ~ Cl) (SEE PLAN) LJ.J ~ ,q.. I , )~<( I A K I B-- t J l2> I I c> '" ~ ; B-- ?5 I (,) I ~ I PLAN 8: I z o r::: Vi z ~ CONCRETE FLUME SECTION to. 1 JI o ~ / v END SECTION ISOMETRIC NOTE: MANHOLE FRAME AND COVER NOT SHOWN IN TI-lIS VIEW. N, T.S, .S 1210 ADS. N-12 ~ PIPE INV. EL. = 87.3~ 1 I ~I : ,,~ 1 II~ I r- PROPOSED ALUMINUM SKIMMER FASTEN SECURELY TO STRUCTURE 1--- q .-- PROPOSED UNDERDRAIN________ SEE DETAIL __ __ ..-- ~ 50 L.F. - 6" PVC ..--- W. INY, = 87.42 ~ 1/;1 (PLAN) 14.0' .- TOP OF VAUL T I TOP EL = 89,20 - -. - - - - -- - -- - --~ -- -- SKIMMER --&'SlRUttDRE o o o o o iNVERT [L =:: 88.00 - - - - - - RECFANGULAff '(JRi'FTcE- U"-x- 4"r FIL TER FABRIC AROUND F7LTER MEDIUM WITH 12" c ~. ] SECTION A-A N.T.S. 126.0' -----Y'-- DESIGNED TO HS-20 LOADING TOP OF VAUL T ~ , ~'::~" ,~ , . : -':.~,. ~~ - ,.:, .~:.. : .., , ~ i---- I PROVIDE ACCESS LADDER FOR I MAINTENANCE OF UNDERDRA/N AND VAULT - [-6" [- SECTION B-B N. rs. -- TYPE Iff" INLET (MOD.) -PEP = ~ _ _ 14 GA. CALV. SKIMMER TOP EL 89.30 BOTTOM EL. 88.80 .... PROPOSED PVC UNDERDRAIN SEE DETAlL .JI.OTTOM OF SKIMMER = 88.80 I - i=-= ,- ',::=:::",- I I ~ I i , , I -.J ---------.--- 12" ADS. N-12 ~ PIPE INV. EL. = 87.00 (SECTION) " ~-SEAL TO CONTROL STRUCUTURE WITH WATER TIGHT GROUT t'.J.TS CONCRETE STORM VAULT N.T.S. OUTFLOW CONTROL STRUCTURE -#3 I ....,... .J DE~~AI,LS t.-" ~ ~ ~ Z ~ ~~ ~ 5 66 ~ ~ ~~ ~ZC1(1 > ~ ~~ Z~U2 ~~ 000 ~ 't ~~~8 :i ~r~ liJ ., Z ~ ~ ~ tlIIMI ~ > w' ~~ ~ ~ ~~HB ~Zwl1.(j) -( !J..J~r') ~~zr') ~ (J I..J == Z t3 ~u.._ . ::! :2 ~ r...., > - ~ ~ 0 ~~ .1 ~ -- I I I : I II ~ ~ ~= ~~ ~ ~~<\C =o~~ Z~ r~ I ~'" ~~oz U~~ ~ ~<~OO O~ "00 JV ~~ ~=~N rJ)~~Z ~~< ~ s=~ ~ ~rJ5~N ~~~M ~~~ U ~~u~ ~~ ~ ~ ll: N GIN E E R~S --,----- o uJ U) ~ <0 0 o z o z I 't 0 f- ~ ~ cr o lii , ~ ::; ~.;"';~ ~ , ' , .'\..:'4~ ':;, [.- , ' " ""...., /; It ;,. f;.'. ,; ~.' j '~..' ;W2~.~ ::.:"'..'''': I" l~ ;1 l.; ~,..~~<t.i 'J , -, ';"}I.r " ~ .. I:: ~~;~~. ';l::'O'.' , ~ p.. ';;;i'> '. lJ li: o'z;"" <l: ~ il. ZW J 0 ~ SEA L REVISIONS: 1. 05-07-03 2. 06-06~03 I'D ATE: 0'&-28-03 [.J 0 B #l ~ 20-02278 I D R. AWN B Y: LC I C H E C It B Y: JSH [ :: I 1 ;] DIMENSIONS & QUANT/TIES M GRA 7E SIZES Rise Spon Single Pipe 4.92' 5.38' 6.04' 6.79' 7.50' 8.25' 8.92' 9.a' 10.42' 11.08' 11.83' Doubl e Pipe 7.75' 8.71' /0.04' 11.79' 13.42' 15.25' 16.75' 18.58' 20.33' 21.75' 23.50' Triple Pipe /0.58' 12.04' 14.04' /6.79' 19.33' 22.25' 24.58' Zl.50' 30.25' 32.42' 35.11' Quod. Pipe N Standard Extra Single Weight Pipe Strong Pipe Pipe 0.68 0.76 2Jr- 3' 0.95 2Jr- 3' 1.18 2Jr- r-----Ji'-- r--'4! 3' jJ~ /.63 .3" 4" 1.83 3' 4' 2.09 Special Special 2.31 Special Special 2.61 SpeCial Special 2.91 x A B C E F G R S IZ' 18" LID"... _g...:.~ ~6' 5.42' 3.03' _.2..._ 1.50' 14" 23" 3' -4" 2.44' 3.75' 6./9' 3.70' 6' ~. -~ -:JfJ" 'n'- --z.6'i' 5.47' _ 1-'8.09' 5.36' 8' 2.31' 24" 38" 5' -(j' 2.79' 7.18' 9.97' . ~_ _.J.~_ ~, -2.'{j" ~- ~_ .. 3.05' - 8.'YJ' 11.95' 8.70' ~2,' 3.19' 34' 53" 7' ,I)" 3.22' 10.62' 13.84' 10.36' 13' 3.51' 38" 60' 7'-1(/' 'T39' 11.99' 15.38' 11.70' /5' 3.95' 43" 6{j' 8'-It' 3.56' 13.71' 11.27' 13.36' 17' 4.28' ~ -76"-' I-~:.!!.- 3.73' 15.43' 19.16' 15.03' 19' ~J59' 53' 83' 10' .{j' 3.91' IU5' 21.06' 16.70' 20' 4.77' 5{j' 91'" ~ 4.08' 18.&' 1-22.95, 18.:36' -~-~- 13.42' 15.38' 18.04' 21.79' 25.25' 29.25' 32.42' 36.42' 40.17 ' 43.08' 46.83' 1.21' 1.23' 1.27' 1.31' 1.38' 1.42' 1.46' 1.50' 1.54' 1.58' 1.63' ,,+ / C:=';O/ P""N/,' I ~,j\~1 -----... ~f=c~ I VI ~v -b ~ ~ -- ~ --~I~ ~ ~';?" ~~;\~ Faslener ['l- ~)J1Y ~l Concrete Slab, 3" Thick. Relnfo_rce_d/____ _ O-J~ I. With WWF 6x6-WI.4xWI.4 ~'> -" ----- 1 (~ 2' ~ (/ \~ I Sod~ -,V--L ~ TOP VIEW -SINGLE PIPE SlOpe V, /.. ' Se/J 01 Orles "....?._~Od Pov tel) 7: .... L. SI} elTle/it" rOf)s/t; . ~I '-'. ,...._/1e; 6 "'Od/r;, q/i .<1f)d ! ~'--,._ -_...or 6 CotIOf) 0 ,'-0... ". -~~:~~~t~~~-~1:;---=~=~c---__ J"- I F..C1!J ---. '.'--. . r- I '-" 8 ~-- 'fl/ /i:// / / / / / :::-:-- ~crotes sroced':::':~------=::I \~ "1(1 . '1 3" r:c ~;>. Concrete Connector~ .r-:::::::::: .. '. Construction Joint PermiHed PIPe,,\ ri:.='=.0 ~ ~ '..1-'-' I' i \ Soddle,.....J ........~.-'~~ rl DIlchGrode__" / / / / / / / /' / /. / / / / / / / / / /. '/ / / / / '7 / / / ')( / ~ = I :~[S'-//"" j \ i~_..._,s._ ~ I~R Tho~R~ \'nl \J ""U :~( ,I No Pipe Joint Permltied I f/' I 6l ! I Unless Approved By The Engineer [---~. I ~-, - ," -.-- E 3' _ 2' Sod Paid .!or At Pipe Culve~t 4~_....c:iC'IPe To Be Includ~; Under Unit PClce For Mitered End Section) , CONCRETE (Cu. Yds.! SODDING (Sq. Yds.i Double Triple Pipe Pipe 1.04 1.41 1.19 1.63 1.52 2.09 1.95 2.74 2.42 3.44 2.92 4.22 3.36 4.89 3.95 5.80 4.54 6.73 ~- -L=?6 5.77 8.64 Quod. Pipe 1.77 2.05 2.65 3.53 4.45 5.52 6.41 7.65 8.92 10.03 11.50 Single Pipe 8 9 10 II 12 13 14 /6 11 18 /9 Double Pipe 9 10 12 13 15 11 18 20 21 23 24 Trlple Pipe II 12 13 15 18 20 21 23 26 27 29 Quod. Pipe 12 13 15 18 20 23 25 Zl 30 32 35 ~+ ---'? I /' Construction Joint Permltied j~J T ~ Sod ~ /' "1~ ""/,' " Roo"" C,m," " "I II, <~." Gm/. ~) ~ , rf ~ F- ~ ::;::: II " /;. /" -~f; '- -r~r ----,---{-'-( \ ~~ r-- "' I;; ____ ~ 'i '=.. - o~o =-o~o~,~, T \-=--1 L~ 1----1-- --{ 1\:=, -~~ ~ ~ ~ 7 \~r~ ~ /I"'1\~ ':ll '~ ~l Fostener A I L:t1 Concrete Slab, 3" Thick, Reinforced.-/ With WWF 6x6-WI.4xWI.4 ~odJ ( -- :::::::::::::-....;;:;:::: ~ ~ '"'~~ ~ ~ 2' /i v 1 ::!: '< ----= r::::==~=~l-- ~ ~ :::; F:::::::: ~ ~ ...:;;::::: '"'~ ____ ~ .J/ ~ ::--. t2'1 ti c) ~0 ~ TOP VIEW-MULTIPLE PIPE NOTE: See Sheets 5 and 6 for details and general notes. SIDE DRAIN MITERED END SECTION SINGLE AND MULTiPLE ELUPTiCAL CONCRETE PIPE *Slope: To Major Axis For PIpes 24" x 38" And Smaller. 2:1 For Pipes 29" x 45" And Larger. SECTION !---------...---. 3" ~I~OCK\ i~3/4" WASHED ROCK POND BOTTOM \ 7 2" 24" 1 PIPfI16") 24" 7 2" PlACED OVER IMPERVIOUS I \ 1 LINER AND ALONG SIDES ROCK SAND PIPE SAND o~gK OF FILTER MEDIUM (NO SOD) o.:~J ~o~~ ~~~~~:'.;"tJ'~~.~..l' ,3" MIN. ,,~~~11J .. .~. ,.' t8~~ ------- ANCHOR TRENCH o . \. / .'. , ... " '" / /7 \ IMPERVIOUS FLEXIBLE IMPERVIOUS FLEXIBLE"/ 6" UNDERDRAIN PIPE MEMBRANE PVC LINER MEMBRANE PVC LINER AND SOCK @ 0.5% (ALL SIDES, ENDS & (OVER TOP OF FiLTER No. 5 OR 57 COARSE BOTTOM) FABRIC & UNDERDRAIN) AGGREGATE (NO LIMESTONE FINE SAND AGGREGATE WRAPPED OR UMEROCK) WRAPPED IN ENGINEERING FILTER MEDIUM IN ENGINEERING FILTER WITH 12" MINIMUM OVERlAP ON MEDIUM WITH 6" MINIMUM TOP SIDE OVERlAP ON TOP SIDE SECTION ~ _ __ _ _ _ 60.00' _ _ _ _ _ ~ I sr~~~8~~~8~8s:twl~~~~~~8~~&2;I58is I 1~~61i~~2~.. 26-82~2~&b1)2. ~~~~3&~)~~~.0 0. . 2,~~~~~~~~8~2~ I CLEAN OUT I -.' , ", ' FINE: SAND AGGREGATE' ..' . ,.. . A T GRADE .......----;; ',.' '. ~. "., . . . " ..... Cg)~~I~~ ~.~'.~~:.' ;: -~:"U~D~~(DRAi!~~iP'~'i~' ~~R$~'~GG~'~'T~' :'.~: ,". ~ 7.00' --::---_' " " .' . .' '~--'c- .... . ,.' .. ' ... .' . I ' ..'..' .' , . , FINE SANp AGGREqAf/: ,,:.,' . .... ,'. ,.,. I ~r~~~~~~8S'fJ' ,S~~~a~8~8~8~ I I 11~~~~~~~~~~~~~~M8S1~R~8~~2S~~~88M~~~~~~~~~~~s-8~~~~ VIMPERVIOUS FLEXIBLE MEMBRANE PVC- LlNER- - - - _.J L OUTLET END (ALL SIDES, ENOS & BOTTOM) PLAN NOTES: 3/4" WASHED ROCK SHALL BE #5 COURSE AGGREGATE PER roOT SECTION 901. NON-WOVEN ENGINEERING FABRIC SHALL BE AMACO STYLE #4545 OR APPROVED EQUIVALENT. SIDEDRArN OR UNDERDRAIN PIPING SHALL BE lAID AT GRADES AND SLOPES SHOWN AND COVERED WITH APPROVED FILTER MATERIAL. A MINIMUM THREE (3) INCH THICK GRAVEL ENVELOPE WRAPPED IN FILTER CLOTH IS SUGGESTED TO IMPROVE FLOW INTO THE DRAIN PIPE. SIDEORAIN OR UNDERDRAIN PIPING MATERiAl SHALL BE SIX (6) INCH PERFORATED ADVANCED DRAINAGE SYSTEM (ADS) WITH SOCK MATERIAL OR AN APPROVED EQUAL. INSTALLATION SHALL BE ACCORDING THE MANUFACTURER'S RECOMMENDA TlONS, GRA VEL ENVELOPE MATERIAL SHALL BE A COARSE MATERIAL, ALL OF WHICH SHALL PASS A 1-1/2 INCH SIEVE. FDOT NO. 57 STONE OR EQUIVALENT IS RECOMMENDED. THE MATERIAL SHOULD BE WASHED AND CONTAIN NO MORE THAN ONE (7) PERCENT SILT, ClAY AND ORGANIC MATTER. THE MA TERfAL SHALL BE HARD, DURABLE AND COMPLY WITH THE REQUIREMENTS FOI~ SOUNDNESS SPECiFiED IN ASTM 0-694-62. THE MATERIAL SHALL NOT CONTAIN ANY LIMESTONE, LlMEROCK OR PHOSPHATE. THE SAND FiLTER MATERIAL SHALL BE A WASHED MATERIAL MEETING roOT ROAD AND BRIDGE SPECIFICATIONS FOR SILICA SAND (CONTAINING LESS THAN ONE (7) PERCENT SILT, CLAY AND ORGANIC MATTER), UNLESS FILTER CLOTH IS USED AROUND THE GRAVEL WHICH IS SUITABLE TO RETAIN THE SILT, ClAY AND ORGANIC MATTER WITHIN THE SAND FILTER. CALCIUM CARBONATE (lIMEROCK) AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE. THE SAND FiLTER MATERIAL SHALL HAVE A UNIFORMITY COEFFICIENT 7,5 OR GREATER AND AN EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MILlIMETERS IN DIAMETER. THE SIDEDRAIN OR UNDERDRAIN SYSTEM SHALL BE CONSTRUCTED SUCH THAT DISPlACEMENT OF THE FILTER MEDIA AND DRAIN PIPE WILL NOT OCCUR DURING BACKFILlING. THE UPPER END OF EACH DRAIN PIPE AND ANY BENDS SHALL BE CONNECTED TO A CLEANOUT STRUCTURE WHETHER OR NOT SHOWN HEREON. THE CLEANOUT SCREW CAP SHALL BE WATERTIGHT. SAND FILTER UNDERDRAIN lIT,S 4 of 6 273 MAINTENANCE SIDEDRAIN OR UNDERDRAIN SYSTEMS A SIDEDRAIN OR UNDER DRAIN FILTER SYSTEM OF ADEQUATE DESIGN AND PROPER INSTALlATION, USING GOOD MATERIAL, STILL REQUIRES MAINTENANCE TO KEEP IT OPERATING. INSPECT/ON OF THE DRAINS, ESPECIALLY AFTER HEAVY RAiNS, SHOULD BE MADE TO SEE IF THEY ARE WORKING AND IF MAJNTENANCE IS REQUIRED. PORE SPACES IN STORMWATER FILTERS CAN BE EXPECTED TO SEAL WITH TIME FOLLOWING THE BEGINNING OF OPERATION. THE DURATION OF A FILTER'S EFFECTIVENESS BEFORE THE HYDRAULIC CAPACITY is REDUCED TO THE POINT THAT DRAWDOWN REQUIREMENTS CAN NO LONGER BE MET WILL DEPEND ON A NUMBER OF FACTORS INCLUDING THE INITIAL PERMEABILITY OF FILTER MATERIAL USED, THE DEGREE OF PRETREATMENT (SEDIMENTATION) PRIOR TO ENTERING THE FILTRATION FACILITY, AND THE NATURE OF THE POLLUTANTS BEING REMOVED. PRELIMINARY INDICATION SHOW THAT THESE SYSTEMS CAN FUNCTION FOR UP TO ONE YEAR WITH ONLY MINOR MAINTENANCE. HOWEVER, PERIODIC D/SCING OR SCRAPING THE SURFACE lAYERS OF THE SOIL MAY BE REQUIRED FOLLOWING HEAVY EVENTS THAT CARRY HEAVY SEDIMENT LOADS. COARSE GRAINED SYSTEMS MAY REQUIRE COMPLETE REPlACEMENT OF THE FILTER MEDIA TO RESTORE THEIR FUNCTION FOLLOWING CLOGGING SINCE POLLUTANTS WOULD BE EXPECTED TO FURTHER PENETRATE THESE SYSTEMS THAN THEIR MORE CLOSE-GRAINED COUNTERPARTS. MOST OF THE PARTICUlATES WILL BE TRAPPED IN THE FIRST 2 OR 3 INCHES OF THE lATTER WHILE SUSPENDED SUBSTANCES CAN BE EXPECTED TO PENETRATE UP TO A FOOT OR MORE INTO THE COARSE-GRAINED FILTER. SEMI-ANNUAL RESTORATION EFFORTS ARE LIKELY TO INVOLVE COMPLETE REMOVAL AND CLEANING AND OR REPlACEMENT OF THE TOP 12 INCHES OR MORE OF THE FILTER MATERIAL. WHILE MAJOR MAINTENANCE OF THIS TYPE MAY NOT HAVE TO BE DONE AS OFTEN, WHEN IT IS REQUIRED, THE OPERATION WILL INVOLVE A SIGNIFICANT AMOUNT OF lABOR AND MATERIAL. HEAVY MACHINERY MAY BE NEEDED IF THE FACILITY IS lARGE AND CARE WILL BE NEEDED TO PREVENT DAMAGE TO THE SIDEDRAIN OR UNDERDRAIN PIPES. THERE MAY BE SOME PROBLEMS ASSOCIATED WITH THE ABILITY OF THESE MORE COARSE-GRAINED, EVENLY GRADED MATERIALS TO SUPPORT MACHINERY NEEDED TO PERFORM MAINTENANCE ACTIVITIES, SUCH AS scr~APPING WITHOUT CmlNG EQUIPMENT STUCK AND/OR DAMAGING THE FILTER BED. COMMON CAUSES OF SUBSURFACE DRAINAGE SYSTEM FAILURES INCLUDE THE FOLLOWING: I 1, DRAiNS INSTALLED WITH INSUFFICIENT CAPACITY. 2. DRAINS PlACED TOO SHALLOW AND lACK OF AUXILIARY STRUCTURES NECESSARY FOR THE INSTALlATION. 3, DRAINS OF INSUFFICIENT STRENGTH OR lACKING IN OTHER QUALITIES NECESSARY FOR THE INSTALlATION. 4. LACK OF MAINTENANCE STRUCTURES, SUCH AS CLEANOUTS, INSTALLED AT PROPER LOCATIONS. 5. POOR CONSTRUCTION RESULTING IN SUCH INADEQUACIES AS TOO WIDE OR TOO SMALL A JOINT SPACING, IMPROPER BEDDING, POOR GRADE AND ALIGNMENT AND IMPROPER BACKFILLING. 6. FAILURE DUE TO MiNERAL DEPOSITS SUCH AS IRON OXIDE. THESE DEPOSITS DO NOT SERIOUSLY AFFECT THE OPERATION OF THE DRAIN UNLESS THE PERFORATIONS OR JOINTS BECOME SEALED. USUALLY INDICATIONS OF DEPOSITS MAY BE OBSERVED AT THE OUTLETS, JUNCTION BOXES AND CLEANOUTS. HYDRAULIC CLEANING - HIGH PRESSURE HYDRAULIC NOZZLES HAVE BEEN USED WITH SUCCESS TO CLEAN SIDEORAIN OR UNDERDRAIN SYSTEMS IN FLORIDA THAT HAVE EVIDENCE OF IRON OXIDE. SILT AND VEGETATION - ONE OF THE MOST COMMON MAINTENANCE PROBLEMS THAT WE HAVE WITH S/DEDRAIN OR UNDERDRAIN SYSTEMS IN FLORIDA IS TO GET lANDOWNERS TO KEEP THE OUTlETS FREE OF SILT AND VEGETATION WHERE THEY EMPTY INTO OPEN DITCHES OR CONTROL STRUCTURES. THE OUTLET END OF THE SYSTEM MUST BE KEPT CLEAN IF THE MAXIMUM BENEFITS FROM THE SIDEDRAIN OR UNDERDRAIN SYSTEM ARE TO BE OBTAINED. SEDIMENT AND FAST GROWING AQUATIC VEGETATION MIGHT CAUSE THE OUTlETS TO BECOME ENTIRELY PLUGGED WITHIN ONE YEAR AFTER INSTALlATION, CONSEQUEINTL Y FREQUENT INSPECTIONS MUST BE MADE. TREES - I F TREES NEAR THE DRAIN ARE NOT REMOVED AT THE TIME OF CONSTRUCTION. THE S/DEDRAIN OR UNDERDRAIN MAY BECOME PLUGGED BY ROOTS. IF IT IS FOUND THAT THE SIDEDRAIN OR UNDERDRAIN LINE IS NOT FUNCTIONING AND THE OUTLET IS OPEN, THE LINES SHOULD BE CHECKED NEAR TREES. AUXILIARY STRUCTURES - THE LIFE AND VALUE OF A SIDEDRAIN OR UNDERDRAIN SYSTEM MANY TIMES DEPENDS ON THE REPAIR OF AUXILIARY STRUCTURES. THESE STRUCTURES ARE TO PROTECT THE SIDEDRAIN OR UNDERDRAIN SYSTEM AS WELL AS TO AID IN DETERMINING WHEN MAINTENANCE IS NEEDED. IF THEY ARE NOT MAINTAINED, THE VALUE OF THE INSTALLATION WILL DECREASE. REGUlAR INSPECTION IS REQUIRED. AS-BUILT PlANS - UPON COMPLETING A SUBSURFACE DRAINAGE INSTALlATION AND AFTER ALL CHECKS AND INSPECTIONS HAVE BEEN MADE, A SET OF "AS-BUILT" PlANS, SHOWING LOCATION. DEPTHS AND SIZES OF ALL DRAINS SHOULD BE PRESERVED AND MADE AVAIlABLE TO THOSE THAT WILL BE MAINTAINING THE SYSTEM. 2:1 Slope 4:/ Slope 15" 18" 24/1 3(1' 36/1 42/1 48" 54/1 60" 66/1 72" 15/1 18" 24/1 30" 36" ~. 48" 54' 60/1 66/1 7{)/I o 2'-7" 2'-10" 3' -5" 4'-J" 5'-/" 6'-0" 6'-9" 7'-8" 8'-6" 9'-2" 10'-0" 2'-7" 2'-10/1 J'-5" 4'-3" 5'-//1 6'-0" 6'-9/1 7'-8/1 8'-6/1 9'-P}' 10'-0" x 1.92 /.97 2.06' 2.15' 2.25' 2.J4' 2.4J' 2.52' 2.62' 2.71' 2.80' 2.ZT' 2.J6' 2.5J' 2.70' 2.87' J.05' 3.22' 3.J9' 3.56' 3.73' 3.9/' ^ . ( , ~ Q Y I A B 14- x 23- ERCP rr--~ PIPE tNY. EL. ~ 87.0~ I : ~I I ! (REF: DEPARTMENT OF ENViRONMENTAL REGUlATION, STATE OF FLORIDA. "THE FLORIDA DEVELOPMENT MANUAL: A GUIDE TO SOUND lAND AND WATER MANAGEMENT", JUNE, 7988.) PROPOSED UNDERDRAIN_______ SEE DETAIL ----i--. 2.18' 2.74' J.85' 4.95' 6.08' 7.2/ 8.3J' 9.44' 10.56 11.68 /2.80' 4.10' 4.7/' 5.91' 7./0 8.3J' 9.55' /0.76' 11.96 13.18 14.39' 15.60 4.09' 5.12' 7.18 t::. 9.25' 1/.3/'0 13.37' 15.4J' (f,49' 19.55/' 2/.62' 22.68 6.36' 7.48' 9.71' 11.95' 14.18 16.42' . 18.65 20.88 23./1 25.35' 26.59 ,r---so~ Ii') \ Ii') -- \0 Paid For As Pipe Culvert ~ ~- ~ ... c E 2.06' 2.56' 3.56' 4.56' 5.56' 6.56' 7.56'- 8.56' 9.56 10.56' 11.56' 5' 6 7 8' 9' 10' 1/' /2' 14' 15' 16' 4.03' 5.03' 7.0J't::. 9.03 1/.03'6 /3.03' 15.03' (f. 03 19.03' 2/.03 23.03 '- _.--------------_._.....-.~._-- .._-._~----~._--_.._---~'----- DIMENSIONS AND QUANTITIES F G Single Pipe 4.63 4.92 5.50 6.08' 6.61 7.25' 7.83 8.42' 9.00' 9.58 10.16' M Double Triple Quad. N Pipe Pipe Pipe 7.21 9.19' 12..37r-i-Fji 7.75' ~58'" IJ.42'- 1.2)' 8.92r- 1:(.33r~"- 1.25' 10.33' .. 14.58' 18.8J" 1.2.9' 11.75' 16.83'" 21.92' 1.33' 13.25' 19.25'- ~2s' 1.38' 14.58' . _21.33 28.08'-- 1.42' 16.08' 23.75' 1-51.42' . 1.46' /1.50' .,gp.OO'-' J4.50' ~O' 18.7r 27.92' . 37.08' 1.5~- "2OJ6r- 30.16' - 40.16'- 1.58' 5f CONCRETE SLAB (CY! ~ 50DDI/vG (SQ. (Os.) Single Double Triple Quod. slngleI:D.ojjT~,I~IPle Quod. , Pipe Pipe Pipe Pipe Pipe L Pipe Pipe P/pe 0.38 0.5L.... ..9JL_ 0.96 21___.~ ~:c.~~~--. 7:,....,..'3: - 0.44 0.65 0.87 1.09 22 ____._ 25.,,_. _28 __ ~-- 0.54 0.83 _ 1.12 .-L.1Z-- ~_"_"H_gILn_' ~_ 35 0.66 1.09 1.50 1.91 26_.. ..l1.____55___ $,-- 0.81 1..38 1.95 2.51 28 34 39 45 Y..:JI.--- 1.70 2.45 3.19 30' -57-"-- -, 43 50 1.13 2~- 2.93 . 3.84--- -32--- -'39---- '-:fr-5~ J~ Hi H! i:~- - ~ - ~l~~l-rz --1t.~ 1.89 5.59 C-' .'" ..... ...,- .~, 1.22 ~ 1.7 J'- 2.00' 2.24' 2.45 2.65 2.8J' 3.00 3.18'- 3.30 8' 9 /1' IJ 15' (f' 19' 2)' 2J' 25' 27' 1.22' 1.4/' I.7J' 2.00' 2.24 2.45' 2.65' 2.83'- 3.00 3.18' 3.30'-' 4.6J'- -7.21' 4.92' 7.75' 5.50 8.92' 6.08' 10.3.3' 6.61 11.75' 7.25 /3.25' 7.83 14.58' 8.42 16.08' 9.00 17.50' 9.58' 18.75' 10.16 20.16 9.79" -- 12.57r---r:i~~57 0.8/ 1.15 1.44 '23' .. 26' 29' 32 --/{j.58'- '''/3.42'' 1.2}" 0.66" ~. -ur-f--1.65 .. ==25'=~..:28--'== .. '-J/---f--"35 ... 12~33'~ .-J?.75~__ 1.25' 0.85 I.JO __I/5 2.20 28 ,,)2 . ._.~-I--jQ,,_... 14.58' _)8.83 1.29' 1.10 1.74 2.39 3.05 31 36 41 46 . /6.8J" '21.92' I.3Y 1.32 2.2/ 3.08 3.96 34----~1O.. ---;i6'-- 52 , . 19.25'" 25.25 /.38' 1.58 2.76.---l~ _5.09 . __18 '=: :'_"'11.,:=:: ..__21.~ -~-- . 21.~~.08, 1.42' 1.85 3.30 4.73 ~,___..:1l____,t'f8..__56___.~ . 23.~ -.lJ.~f--- 1.46' 2.14, 3.95 5.T! 7.58 -14 ..... _._ 52_..,...._21..._ ~-- 26.oor~1!l" I-J50' _.~1!L ~6 _ 6'[J1 9.0?_.~.[_-. ....,56..,...,...29_.-12.- 27.92 31.08 1.54' 2.88 5.54 ~.18. _10.81...... ..._ 49 ...n.>-.n~_'_'... 6~_ _f}!)_,.. 30.16~'40.16,- 1.58' 3.54 6.61 9.87 13.13 5? '. 63 74 85 1---'-=" . .1::.--.---...-+--~-- f---' Or Roun d Corners ",r- . ~',-==---- -- - /-- \ "'-";;;:/-/ \ / ! ....::::~-~ - 1= /- ;., "" 1 l l' \ I ~' C --:::--. / C,'):5g; :" () ~~ _.L - \ \ / " I / I)", II/~ ~ ----- .............. ----~- LSo~ -- ~ /\~ ':'0 ".1/1 / Concrete Slab, 3 Or 52 Thick, /'" Reinforced With WWF 6x6- WI.4xWI.4 j \ \ ~ N'SOd / -~-- Slo,o& V, General %,1&$ Se& '_ ~NO$_ / ~ ----j .~-___________ J" Or5l' -~//~L ---...-----t- .-------s Deepen Ar~und Outsi,pe ~ ~. . . ----- ---..-~-------_ Edge Of PIpe For 5i Si<z..&:"--~,,~ -----___....1}, -..'------..,. 77 / / / Y / ^ / / / /7-;~:;~. . ..--'.,--.-, ------.---./ \. . t::. 0 :::------.__..__ -------.-.. "-- Concrete ~:-'-._--. Q "'>- Pipe ~ Connect --------~.=='-'-.-____.. \ r. 0 Sadd~ *--------=-.iI~~. . / / / / / / / / /' / / / / / '// / / / / '/ /' / -/7 / / /7. /J<.. /. '., / <: 2' ~ I.Not Less Than OJ -lli~' to No Pipe Joint Permitted #4 8a~ I I~- Unless ADDroved B'I The Enoine er f..2.. ..... I_ E____.. *Slope: F (Pipe To Be Included Under Unit Price For Mitered End Section) TOP VIEW -SINGLE PIPE -..........~ --'- ~ec, Side Ditch Grad ~(p 7. .~_,.,-_~.....-m-__-- /"'""v~'/^ ",,- SECTION 5' Sod J 4: 1 Miter: To I Pipe For Pipes 18" And Smaller, 2:1 For Pipes 24" And L.arger. 2: 1 Miter: To I Pipe For Pipes 78" And Smaller. 1: 7 For Pipes 24" And Larger. P.D.O.T. INDEX NO. 272 MITERED END SEC~rION SINGLE ROUND CONCRETE PIPE N.TS -- .........-..-..--,-..-------.---.. '1 i I TYPE "E" INLET (MOD.) .-OH'N.....= 2.Q.Q4 ___ 100 YR (-3- WIDE WEIR INV. EL. :::: 89.4.0 - 74 GA. GALV. SKIMMER TOP fL. 90.60 BOTTOM EL 89.30 0-' r PROPOSED ALUMINUM SKIMMER FASTEN SECURELY TO STRUCTURE V / ~ 1/ /'__ PROPOSED PVC SEE DETAIL / UNDERDRAIN _ DEP EL._=- 89.40 L- .JiOTTOM OF SKIMMER .?~9.3Q .- i-~-~~-~---~ 1." x 23" ERcp7--~- PIPE INV. EL. :::: 87.00 POND BOTTOM :::: 89.10 87 L.F. - 6" PVC UNDERDRA/N W. INV. :::: Bl.B3 CONST. 4" THICK CONC. PAD INV EL :::: 89.10 ..-..-~ v""- 87 LF. - 6" PVC .,1.....---. W. INV. :::: 87.83 VI (PLAN) (SECTION) ~ ~SEAL TO CONJROL SJRUCUTURE WITI-/ WA7ER nGHT GROUT OUTFLOW CONTROL Sl'RUCT'URE #2 N.T.S. i i J I ~.J ....... ~: r ~ LJ II) (j) '-' z (<) (<) Z ~ ~~ 1-l:366 ~ ~ ~~ ~Z2)2) ~ ~ ~~ I" j~ Z~~~ll. ~~ Ooo~ ~ ~~~8 ~ ~~ ~ ~ ~ ~~;~i . ~~ --- 4: LJ ~ (j) ~ 00 ZWIL(j) <. ~~ w~(<) P""""'I Z Z (<) ~ ~ ~ ~Zwa:- ~ ~ ~~! ~ ~ ~= ~~ ~ ~~<\C =O~~ .Z;e,:, ~~OZ U~t-l~ ~<~CI1 O~ "oc ~=~N OO~~Z t-l~<~ S=~~ ~OO~N .< ~ ~ ~ ~ ,~, ~~~ U ~~U~ ~~ ~ ~ E N GIN E E R~S ------ o w ({) ~ (0 0 o z o z E 't g ~ ~ o tii :., ~~~~;,~'~~?f~.,:,;;~ ,~, ",~J~~:~,(~, -l'~ ' ~ -;j:' ( '~-\j' ,\,\~, .' . . ''',~ r<; :-'C(~, '!l0';' .,~',. f, ..;...."'" '~~'~'h' .. . ',.,.,c;:s;- ~ "t,> tL.. ~ . ~~.: ~.'f;~~l:. ,~ I ~ Ft,(~- _ \"--~~~ ~ V J , '~, '.,,'.~~"h" x > t'!':'.~.'.' .... "'...5 .... \. w i: ~ g'~~:""~K ~ ~ 1------- SEA L REVISIONS: 1. 05-07-03 (J.> ATE: . 'J I 04-28-03 r:JOB#: ] L 20-02278 lOR A ~C N B Y: ] lC H E C K BY:] , JSlI . Sll 8 OF 9 \~l-- _._..u__..__....______...__._~_. ~<:~ " -) ~ ;{'~ E) J-/YA~ /' :) 'uUJ- (..----WM ~_J <:'ID 1)'111' IIPE ~, ! t-v-r .., '~'f ~ ' /" ('~ .. ;fM3S SHe/iH Tou.u.f.lI :: ~' T """"" '" ~l · -l"~~"- 6: I~l\ \ SOD (J j X 15 C" ..._) 15 SOD 10 () "-.-- --1_. Hiu" ',---../ -_.._------_...-.-...--.------_..-.-_.....--......_------~._,~...._.--------_._---,.,~._~..-.-.--.---.....---.-,--.-.-..........--.---...-.---..----- ~.-.. - -- ... .. ..-.-.--.---..--.-......-- ~--------_.__._-_.._-,._. SOD o $ $E) PLANT MA TERIALS LIST KEY QUANTITY/SPACING BOTANICAL NAME COMMON NAME SIZE/REMARKS JP 885 2' a.e. LI 11 LMG 240 2' a.e. MG 1 PS 90 3' a,e. PC 0 3' a,e. QV 14 RI 2' a.e. r.;;o 90 3' a.c. 6 14 59 3' a.e. --- 2 EXISTING CRAPE MYTRLES TO REMAIN (J\ ",-.1 >- <[ ._;;> /" I l.J 1--""1 ..L V) =J Juniperus parsoni' Lagerstroemia indica Liriope muscari 'Green Giant' Magnolia grandiflora Penniseturn setaceum Plumbago capensis Quercus virginiana Rhaphiolepsis indica Rhododendron obtusum Sabol palmetto Taxodium acendens 12" SPREAD, 3 GAL. 7-S' X 5-6' SPREAD, 30 GAL. ,MAX. 4 STEMS 15" SPREAD, 1 GA9' 12-14' X 5', 2.5' CALIPER 24" SPREAD, ::3 GAL. 24" X 24", 3 GAL. CAN 18-20' X 10' SPREAD, B & B (BALL SIZE: '2-'5" SPREAD, :3 GAL. 24" X 24", 3 GAL. MIN. 10' C.T., VAR N THE CLUSTER 10-12' X 4', 2.5 CALIPER, 0 GAL. 24" X 24", 3 GAL. SEE TREE PRESERVA TION PLAN FOR TREE BARRICADE LOCATIONS AND DIMENSIONS PARSONI JUNIPER CRAPE MYRTLE - RIED FLWS. GREEN GIANT L1RIOP'E SOUTHERN MAGNOL~A FOUNTAIN GRASS LEADWORT LIVE OAK INDIAN HAWTHOI~NE FORMOSA AZALEA -. RED FLWS. CABBAGE PALM POND CYPRESS SANDANKWA VIBURN'UM L~: 1S" X 5'), MIN. 6"~ Viburnum suspensum -"'\ \ ~='\ DRIP UNE- c_~:J -~ '_ :('1 $O~) " .Y o (:-'JiU r,':\", \ '. .''f1''':O'.J ", \ I \ ",' ) "---~' '- ) '---_/ -=- /- 20 LAYERS BURLAP PAD AT SUPPORT CONTACT - NO NI,ILS IN TREE WOOD r- I " W I ::<: Z :::J g: W1RE TIE r- 2" x 4" BRACE (YELLOW PINE) / SPACE TI1REE AT 120 TYPICAL ~I/ I - 2" x 4' STAKE (YELLOW PINE) TIlREE FEET LONG ~ I r- SAUCER RIM '\ LFINISH GRADE~ ~ - 2"" MINIMUM MUICir-- Cl:: <( W ..J () EI -arf~m ~jllT11111 T11~UjfflJ , II III I , , , WASHED-IN AND TAMPED -=111.._:11 t =~II r PLANTING SOIL MIXTURE ---:=1 1 I=:-J 11 . ::::1 ~ ~E: EXISTING SOIL 1111=::: rTTl=Trr:-..:::rn-..-:d I~-=III' I 11=_-:::111:=111==111:::::::111:::'=1 \ 1::.:-.::111:..-::: u.__. ____' ,,'U' 1---.. ....- '..... --.- _.\ I ~_l r 1____1 I 1____1 I 1___1 I ,_._.1 1__.1 I !. I~OOtl3ALL., 1(!l" MIt~IMUM RADIUS FROM TRUNK SEE Tf-?[[ peESERVATION PLAN FOR TREE BARRICADE LOCATIONS AND DIMENSIONS TRANSPLANTED PALM STAKI~G A~~D PLANTING DETAIL NOTE- ALL NEW CONSTRUCTION SHALL..IA VE A AUTOMATIC IRRIGATION SYSTEM, WITH 1000/0 COVERAGE AND A RAIN SENSOR DEVICE INSTALLED. SOD [ SOD DISTURBED AArAS fROl>A !lSPlW.T PAVING CONSTRUCTlON ~ ~PU\LT PA EN~ __-=,,~-c ~ -----------.--- ---~ - ~ .;.'r;:rr:; / \., ,]~ .iLi/ ~/'(Vfr:,' (' ([ ') ldC,:; ASPHJALT PAVEMENT I I I ~i"~ 12" PINE 12" PINE ~ ). I" .\ soo 12" PINE 14" CYP 12" Cy~.('('Vl>v ii.~:(~,.~~. );~ 12" CYP ,- d 1.r'u'..I '3-(~'J<;I, ..:> (~D '( i. )t ,J'::fi~ 9 Cyp '5.., !i .::' \"';0) 8" CYP SOD TO TO? OF' IWIK ,/ 18" Of.l)( - ~~8 ~~~ O')wO _J lD :c ...J (/) o 0: EXISTING POND 8 / '\ L IYPICAl. a-.RRIlC.'-DIi; DRIP UNE A?PRO;;II'IL\ TE [Del- Of' INE Tl.l,I~ D ~ / -~~~~.. .iJ TREE~ flEMO'lEDI )(/{ e~~~ ~ - J' Ivl1\WCLlAS .- 4" MAG OLlAS d -::"5""^OAKS ~'TO'AttS _2 - 9" OAK -1~0"l5AI(~ -- 1 - , e" OAK " 1 - 'S" OAK \~ \1.: tJAIJ... , -- 20" OAK 1 - s" PINE 2 - 9" PINES 1 - 11" PINE 4 - 12" PINES 1 .- 15" PINE ^ - ..-C~ - TREE INCHES REPLACEMENT REQUIRED ~ (:9~~INCHES PROVIDED l..Yo . . . "f"'.'", :~'i C A pi:, >"'" , ,,~.lt.... ,('it,.;. , < '1'"1'." ,.I' S" ;-5.,'. '1' ~*,'- :' !'ft'f." ~.'\ dj!l~"~ ~,4.!:'" ''''" . c " t " ' .' r \' :i (w: ' ~." iZ.. (J:,''''.i!''",\; - 9 ":;f' ~~..I ....... ~,1t, ~,r ?t' .I. ~ t' ::"'t (j, ff i lo: J 1 fJ~ :t!~"c.J(: y;, ,: S II ~~.!. :~. 'fil'~':_"i" J- ~ : \\,..... .i?.I~ 'l-#1 I. \if. ',", ',> , ~~.'~ 1<([I}( ",I . \.. \ 'r. ~""-\ t# .-l,s: f ~ "~~:"~~'~;~:$,.:~~.r~:f OF 9 ' 1<.'\", '" ~~'<~ -----.--.----~- J ! ;K' 1.>\~" "J;,).; -. -----.-----.-- .--------.-- ------------------......- r-$')i~l _~..c' .<:; "".' t~~~;~~rJJ ~ ~::--~ ...-.-... ._-~---,-- ---.-.-....--,-.--- ,... 1.----..-'..---.---..'.....-.-..- "--'-'-"-' I BARRIEF<S PLACED AT PI~OTECTlVE RADIUS i 1'------O{~IPLiN[ orPRoTEcTEO-TR[[-----'-'...-1 2" x 2" VERTICAL WOOD STAKES W/ 1" )( 4" HORIZONTAL OR SILT SCREEN LOCAL AlJfll()I~Il!E.S ro APPROVE: 13,1Rf1:fCAOt: INSTALLATION /3EPORF: SITE CLf.AI~ING l',RE:E BA.RRICADE _o:~:rfl\.IIJ _~.__'__'__ ____._.___.._______.__._~.___ ____ u_______<__.._..._ 1'1 T . CLCOUDS INDICATE TYPICAL CHANGE THIS DATE NOTES- 1. SOD SITE f.lS SHOWN ON PLAN WITH ARGENTINE BAHIA SOD, MUl,CH AI.L i3EDS TO i\ UF.PTH OF 2" (lIFTER CO~,1PAC11()Nj IVIIH SHREDDED CYPRESS MuCLCH :!. .3. COfHRACTOi< \ViL,I.. 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":, "IQ~I +IQ~"?, ", BACKFLOW '0, ',!-ri,' 0"5'?~C~t' , , "()'O' ~" '" .:..,. + FOOTER":, ~D'!<' (8~ PYC) .f. ',' q) " ~~'" ':,.' ~t~". " .' ~ ' . ' I ': ,',' , ~', '/, ;'.., '" I" ..', ' ': WOO) ~ ~ ~ \~ ~ ' . 'I>~', '. ~ ", DPER~,VENTION ", I'.'. CURS'. ~ ~O', ~b'PE~B'LE: ,~.?:- ". ,>, ~D~" : .'\~. " (J' , , , . ' .",", ,,',. , .:.' " ,BRIDGE ~ FE ~ \o;-~\5\ o '.. ...,. '.L..~,-, '<0.'" : ',\,-. .",., Ri, . ..',.'\"/ 1'---," ':,~ ,,"D' 8<10"".. ',,, ~~l;.. \)'.l~ /, " "," "-3~3' 10 · \: ~ / E INV. EL.: 82.97'- ,:"" ,,', ", 8' :~g g "U'G:<' ?--- '6 ~. 0 '.. ' .... i5 " j.....' ~, '01Q:(;y qJVERED ~ ~~/ COVER~D~' ,', : ,~' " , ' <:>'" (SIZE UNDEITRMINED) . :' . .' , I..': ::-,,:J ~ ~.',::-"::-,, .. .".,. 0: u' ~,ry~'" " ":" o..~~1 9 ...,N~Dry~ ~D' ",'I> /////CONCR~T~ ~j}~;i%'C6NCkETV/-';'05"CUR8"~\:'?', I V~D' .",,'.. .'", 8 ~~ c....8~" J ~D' .\0..(\7 :',', '..., , .".. "+'OV , l" ,~D' /////////// /,0/,//V//////~' ,. ". T+ .' '1-""0 ~o ,0"';" \~v ;-..\ ".. .." i~' \..1,~~'5':', \.y.-\" 0 ~//~ \ 80.6' i()/ 17'/////~(r7'//~ .' , " ..''1-~~.. ,','.. ,..,' $, ~~ '".$ ~ ~IQ 0 '"v '. ' ..' ,...,.'., ~ " ."4>. ,~(). ~8~i:!// ()'O :i.-~:l STAIRS........ ~Y0/ ~~ ///// II "~ " ~ \;-.. ,.,': ':: 64.5: ,." . ~1'~ .,1 c 13' DI~~~~ "-1- I ",: ~', !', -. 0 %~~~ ~"'. 0.. ..... ~ 0 '/j 3.9' " ,~o~" . ' ..', ,,' "." , '. ,~~2.:'~\ /' ",D~ c\ . I" "...":.. /.,' ,.., I< \t \ PEBBLEOIS~~~X ~o'1" .,,'~;.,:, ~c>,!<D ~~~8%O% NINV~~~~~~~6E;'_f7, ;;;, ~'~,' SI~'5i8"' ,...,'. ~D>!:~~ ':'--(J'?>C> , ',~ ". '. " '.... 'O~'? BACKFlOW .,....,' I ' ~"S '\..::,' ~~'.......I ~ / / / S INV. EL.: 83.80' ~ I 3.0 LS 4580- .' .' Ri~D , , ,. .. PREVENTION ~ " < '''-..., ,~e~1 K~,;:..,., '" /, /.-? ij~ b " . .' '. (J' .," .,..:., '",...., "'::.' ..'.,: ,..,".~ DEVICE 9 6 ~ .~~"" ',.,'O~:..~~KJr:~////j'/j'7' g MAS6~YS~~~L6ING ~(~// ~1/;9o' ,'," ~2.~.54''MTNES~,,~~IN:, .." '6~~~'~' ~O;,D':-" .' ' ' "," 1I.f. f~/' FINISHED FlOOR EL.: 92.1' - IL / / fli '. ',... 'I;j> , ~ \ , ...., '. +<0 I " ',' ~/ ~ <:) /~ /.J1d '. ',' O;,D.,..~-l; '..' 'I>~' ~ ,~~~ :.' ": 0'::' ...? c~_~~" BRI:",WAlJ. ~~.~ :/~tt, ~;:" ..' , ,~.:, + +>1\' ,;.. 'i' ,', ,p" ww~ 0 ':" ,.'.. ~ ~O ~/;.8~8% ~$....~II~ O;,()?>"j( CONC ,..:-t'IQ~"'" .' ': r.o. ~-~-i_ '. " ," ro~'" 'lx>"'<t" i5 kl I'~ ", ..' ;.... ' "'=1 ///~ 8Q.6' if///~,.((J,J . / 96.4' CONC 10.7' " ~ ~ ~i,"~~\ iH' ",p-- ~ &"/1' ~+&~~~:i'j ~~v~~~~ \:~L'^, />~'.~ ., ,. ~ 29.5' ~~ /: ..~~~;7 ~.~. +.-. :- I )~. ~. ,: ".<,' ,'~,~ Z+,J ~, METAl meTR" ~..;:g:<J , BRI~ P1.AN~ &~ j///// /P / ~ 'l"/.;//-<< -1ll~"6~ ~,&~. ;1', I J.. . . .. . '4I>"f~C ~~:;.; ~.y: -<' of? .~.. + I (CONTROL BOX "I ", \~'(J"? ~,- . . ,..,\, .'.. ~./j", .. /. Ri ,,' . ,." .... . '~:..--~ry ,', ,~,~~ ".l""" ". + 0 . , c!}', ~ cP:.v..v..v '.v '.v '. ", ." CABLE RISERS ',..' '. Ri ." ~ ,,~ro~"''', ,,',,~'\;V//y../j 0.5 ~~NRCB:~" ,"',' ,I ' :.. ," "': ':'.. ,,',' ,... "~()',', " ,"-,,",'''_ .,',' ,~"",.. ...',.... .. '/( .,'y . , ", t;l{... ~"',. ' . ~D:'''!... VC6YE,R~D/ '.: '<V, '?>....' ,',. :' ,,: '.,', '1-"" .. ," '. .TBM #~ " :,.:.. r-.";:" . ' ".o,D"-, <:>IQ "" v '.v "" '.v '.v " / .y. ,J. .." ~ . , , , ... I ,V/AR~A// ~./ ""~. .." ".,' .' ,.., 4<:;" " ".. EL..,.89.93...,. ..., ' 0.5 CO,NC, ~D:.v ',' ~ IEL.:r:~O~~""'i"l:~' O;,D'?" ....': ::','. "':, "",?>.,(J)l. f"l,,~,~f;);"'" : '":''' ", '.'..,'\" '\:.' ":~'RC? :';;'...':.-..,'-.-;'.::-. ",' ":,., ~~~.." '.v '.v'.v ,/€,.v '.v '.v .' ", ,,' 'TELEPHO~../..c'!. D ':\..',~0, .,.' D" '.'0, ,PEBBLE " " "'6. ,:\,~,. '~~... SLlOING " :.. ,\"",1. ,: " 'I>~".'" ",\~"~ .' .' ,I' "'0 ',\.~D:\, GRATE INLET , v I.JJ '.v '.v "" '. ..,' ':' " MANHOLf L, .,'0 ro~-:' ~ .. '-\:.Q; , "O;,D', CONC./'",~~' ,~~:}AY ,':" ". ~~,?ro. .O;,D':-' '. ,?o,~",:>~ ,.' GA~ ~ .) ~~ ',:, I' ..... ' t',' -, ,~" ,'"..,.. I,' ' :' , .,' / ,,~:'., ", )()ry. " ",:-..v W I 'tV. EL:..v 85.34.v "" 'b..v '.v '.v ".,'", ~'" IQ"" iI, '. .,1-"'.... , ': +v, '. / ..'O,;-;--...'TY?ICAL ',T '" .;- ",.' '. , Y,.'O I,,"r..' ~... It) , ' :i.- IQro. + .... ,,,- " '.GRATE INLET .. . .".:....".,. ;!ASONRY-.....:.... .. i]r.. ..' ".. , " ," " ~ ~'P," :/' '.v'.v v '.v v '<~ '.v "" '.v .' .. ':" ' \.METAL ELECTRIC :<x~' r~oI . ",: '. ...-..........-N INV. EL.: 84.32" ,'.,......., '1-'" COLUMN. ,7'1' ,., .' . ~" .',., , '.',' .. J ',: " 'I> . . p " " '. ..,'" ',:' ''1>0;,:" ",S>' ~ I CONTROL BOX : P'i.IQ~') . ..,\"':':l., SE INV, EL.: 83J6,' ..', : '.... '." ~:l,' '. ':. ;. .' ...". ..', , "': ", GRATE INL~T ,..,:". .'. '. "'I HC,~ ~.v'.v '.v.v '.v "" o'.v '.v '.v ~"" '.' +'6 :I: .. -'/_'<<;' "'~. ~" .. ,~ . . ." ' '" ''''.... '. 12 PINE: .... RI . N INV. EL.. 83.25 '/ (~, ~ ~v ";j ,. TYPICAL .0. 'l~.L .,. ,', 'I> 0 ' ,3'" ,'" ~. , ''oJ". '/I ....' . '\ . ",\ '",,,, .. \ ,,-. ~ "E NV EL 8498" ,J -,- '-y- -,- (J' .~ 6' CHAIN UNK v ~ v . VI ~ ~ ~ ~. ' . , ' " . lQ"-: '\ '0 " . (J" .y. "J: (JI w'. ''\' "J ". (J' " 'e> (J"'" 12" PINE ", D' <;1:':.' . <) .. ';) I..:. ~ ~,. --, HC HC OJ / ~Oj... ' '... .. ,..'..' , ,,. 5.4' 18" OAK OJ~"(J':J.. ,,? '?"O'~ ~ . \,,~D'~O;~' , ,OJ\,~' ~., 'j"" .' ,I 'li'~1 .,,'Y ")',, SINV. EL.: 84.80' qj>"(J' .,,': .... v '.v FENCl' '.v '.v '.v '.v.v , 0, .. ~- . ;1 "l, '., "'... . '" ' ^ ' ' , 'f:l' 12" C"'" I P fiNE " 'Y. 0.." '- ~~ '. " (J' OJ ~ ' c ... I.. '.' ' . :, ' .'.' (/) \ !~'" ,:" ~ . ': ~T.>" ,{'. / ~ \, . l~, ,} , ..~. ' 12" PiNE . ,/./.... .~ \ . I,' ., """"/ Ri '" . ~ ~'Y "" '.v "" '.v ,'\p., u :i.- ~. " "~()" ,f '. , ./', \. I.. . .. i() ~ ~ v '.v '.v v '.v v \ ' ,,\ (J~ - Q '1, "i> rJ> , , ' '~. L "I\. / , -O--~ 7 "" rJ' OJ I '<:..;, ':"..'.. ,'. 'l>ro'~ ~ --, qitRi'k,.~I-..;>>"~'/",,\,:i.-'''' ..~. /J4'CYP,' ,'" AP~OXIMA~~CONC i. :i.- / ~'I> 10"CYP16"~YP~,~'''----: '1Qe{. ~ v v "" '.v '.v '.v '.v '.v '.v .,: . ." " '.,. II ". ~?" ,~ ... ~ ,'6 ..I.~ rc,"? ',' (J' ,.....~." ;':>' 01 rJ" TOP OF BANK HEADWALL\,.,?> IQ'V~" ....---::- ~ I-~i " c'YP~'.v t:?JD', '.v '" v v v '.v .v '.v v '.v '.v '.v ,;..30' VACATED R/W '" ,',..., ,',..',.' ., b < "-~ASTR/WUS19,fj)'!~'? ~l ~o).. 'l\, ~().......... r-+';' /INV.EL.:81.07' +'6/~ ....iF'\ . ~JII0 ~ 8"CYP r..: 'z " . '. 'I>~':- I; PER DEED 'f..~'V ' 0 III ' rF . ,'..' ~ ~. ~" :i.- ",,1' [. 'O;;,,,,~.) 12'l.- CYP ~ .v ~ .v S! '.v v v '.v '.v '.v '.. '.v '.v '. "" 0",01"' ~"1" w.:,<.', t'fi, ., '9 ,", I--~" ...,'?~ O? ~ ~'? 'l>J' '0 +~+'O 10" CYP '1/I'!f),luU/J!/J -- .' ''',', \ (~"Nl.. 0;,"4':, ~. ,'. '. ",12" CYP M~.....+IQ'CONC IQ"" +IQ ~ + ~ +~ ",'\" '.v~~'.v.v.'.v, v '.v v "- ,,//./ \\/J IA:/I....... '.. v "" '.v '.v '.v " "... '\"> ""Jill ",,", ,'~ . '",.' ~~ ~ ...........HEADWALL f:)~o.. 0,>'" IQ" ",(,0, " ".. +1Q.v ~.v ,:-"'"" ~ , , '\"'..' ' ..~. ....1,f./5.. [.\. '.., ' "",r:>: ..,. ". ,9', ~ O' '!<" INV. EL.: 8~.1O' +~IQ' '0'" ,!>IQ + j' 14 CYP.' ) o~ lQiJ .v '.v APtROXIMATE LOC'ATION '.v .<< '.. '.v '.v '.v '.v ~~. , '. ," + 18" OAK ~J.~~ -;'.'~" .+~. ,...' O;,f::l.., , ~I< 9"CYP."ro ,IQ......... + +,\'1>;/''1>'" ~~. "".CONCRETE' . ",'g;Yc~ +.v ~ v v'.v FlOODZONEUNE...... v '.v '.v '.v '.v .,,' ""~.,: ~ '.., ~/~~"~~':-':>"'\~"'''';''1-~'~':' :).~ ~ IQ"'~ +'I>"'r'1'\ '0,')0, ~,,<t~~~.? ",IQ~",.~:':'.../..v .v ~ .v .v '.. (ASS~ALED~ROMF.~R.M.). '.v '.v '.v '.v '.v '.v , :i 4 ,,~ ts::: 'ij '.,' i()' '9.~ . , ,(J cv ^' f:)' \ · ~ '" , .', .. , ,... , ",.v ::f2~ no~l --:'" ~ . '. '1-0; '. . . .~, IQ t i() '\'\"? '6 (J 1 ': ",..,0;, 10"" '.. TOP Et.: 86.96' '.v FLOOD ZONE 'c". '.v '.v '.v "" '.v '.v v '.v '.v '.v "" " ", " +'6 ",../J.~t.{!f. ~~!f;'i ~'O~'0" /'" . ' BIL,LBOARD'", \:':l 8" CYP ,\0;,:'51Q'!>' ,,? IQ':-O rJ''?\'~ · ' : +~. I. / ,0 S...lNV. EI.,: 74.01',((12: P}(c) '.. '.v "" '.v '.v.v '.v "" '.v "" '.v '.v "+ "'1" \$ '!r:, :"c:;,....,.. ",' 0.':', CONCi,~"" AS> y'\ 'l>D",,'J> +'\ 16" CYP ~'Ory 14"' CYP , ... / / E. INV. EL.: 74.06 12 CLAY) .. ' " .' .., ~ { 14' I -. '" '1>' '1> ,\7 ...... "If' ~ ",,'.v ~ '.v '.v '.v '.v '.v '.v '.v '.v '.v .;.. .;.. " '.v '.v '.v '.v _ " " '.', I i>'? ' :A.... v ,; '..:.... ,'., CU~B' ~ + ..,'\..... " ~ 4 ' . ))~ FLOOD ZONE . AE" I '. '6 '0'" W,..{ ~J~ 1- "':~"'" '. ' ,', +~, 6" TREE X3 '1>..,. . ~', '\~/-' APPROXIMATE EDGE,.v '.v '.v.v '.v'.v.v ,.v BASE FLOOD EL.: 88', '.v '.v '.v ..; .. .', '., ,~ ~ ~D' '{~'I;:i'~ OJ} h- ?J\).' , " ", qj>' ':>~. ~,~ <.}'- + ~'+ ",'1;> IQ""..,D OF WE1l..AND . :... "". Q '" !..~ '.' ro" \', f/i:-.':ifp?~ r" 0 " , " ,.:q, , ,', ' + + IQ ~ :i.-'? IQ'V '0"" lQiJ '0 , r! rJ'..v.v '.v '.v '.v '.v.v '.v '.v '.v ... '.v '.v '.v '.v '.v '.v.v '.v ,,'J "'~. tI';;'''XY-7 "14" I?INE ~ 'I> + + ~ S 'l>ro I ?J. " + 20" OAK .,'y ~'1....r~ ' .' ~"'b' '\" 14" PINE +IQ( + ,~ ,,,,12" CYP",=-- 12" PVC I '.vl.'.v "" "" '.v.v '.v '.v '.v '.v '.v '.v '.v '.v '.v '.v '.v ~39.10'(D) " ' ,'.' " ",. , ......... .y.1:':. -':ti $>, '.' 'e,Y 1-;:', "'....,:-...... 'O'~. ""~/ '0". rJ" + o..<o'!':~" -' - "fBIR 2142 '.v '.v '.v '.v '.v '.v '.v '.v'.v '.v '.v '.v '.v '.v . os IH:t'.i .:<). , " ,~ ' .. ,01 (J' ,~D' (J ,., + + ,v, +v 710 CYP '" " .~ 6.3' ~.I!7~ ...... 'ti,?':J/ ,IOj.--- ~Oj '? +,,~'1 ,.,~~ ~ ~ 9"CYP 27o.,41.~'M1J'ESSP.9INT ,0. ,.0, '.v "" "" '.v "" '.v '.v.v '.v.v '.v.v '.v ,', ,,' .", ,',' r C 759,16" OAK ,OJ I 14" OAK Ri-' ",0..'!>8"_CJE,....- ~,~' ~.22" CY? I~ i()"Y 498.48 (D) ; rJ''? . !..- ---.. 4. ~...., /' ,,'<'f2" CYI''' I' .'" 'l:l "" '.v '.v '.v '...v '.v '.v '.v '.v .v "" '.v '.v '.v '.v "" "" '. '., + ,/ "'- BURIED !~ I '\ ~;j> rN89'47'57"W(F) / 1~'Yl,;~ ~ ",)" \ 'l4...... if.v 498.63'(F) '.v.v '.v '.v ;/.v "" "" '.v .v .v .....J '.v '.v , , .:" " FIRN6I~~ _ _~;?-~BlJ: f,jARK~~W --r OHW ---;t~'/Ir , 8" OAK X2+:r;"''\' i(),3).",........1Q \ ",'" ,*ro: '.v '.v 498.48'(C).v '.v '.v '.v .' '.v '.v CORNER NOT F'OUNDV '.v .... '.. " i() .'O~ LATTICE PAVING '\ A N89'5707"W(D) ",'? ",. v 1\ '.v '.v'/o NOR111 R/W UNE OF l11E '.v '.v '.v '.v '.v '.v '.v '.v '.v '.v '" "'.... .:.' ~45.9' 1 1:' :.-.......~i 1Qe;." +"If' IQIQ:IQ'!<~~'~I ':>+ '0 ,\~'l.. 'I> y,\ +'Of.v..v '.v '.v FLORID'6:~DWEB~g~~~~~,A~~~ER(~ '.v '.v.v "".v '.v.v '.v '.v " ~. ,4:,;; " IQIQ'? WEIR STRUCTURE ~ ~ ~, TOP ELEVATION: 88.1'~ ,', ' ',.', "+ ',~ g ",D 10 PINE (SEE WEIR DETAIL) ,,0, \~'\/S" '.v'.v'.v'.v '.v '.v '.v '.v '.v '.v '.v "" '.v.v '.v ,.v ,.v , , .. /..) ,'0' t.. ~ 'No., ;-..:, '.v'.v'.v'.v '.v '.v '.v '.v '.. '.v '.v '.v "" '.v '.v '.v '.v , . ., +"If' D'I> ,.'1- ~,?J <J ( U' \ ~49.~',~ '1'~' ~v +'0 \'l..\\ ,\\ l~' '.v "" '.v "" "".v '.v '.v '.v '.v '.v "" '.v.v '.v '.v .. . ' rJ' 0." 1:' ~. + ",,," U \'l.. '\'- ~ \ "D.v '.v '.v '.v.v '.v '.v '.v '.v '.v '.v '.v "" '.v '.v .' , ' .' ' ' " ~ 'c1 4' '1> <,Si U ,\ ' """,. ~- " ~ ",'0 ",'V ~ Ii, \ " " '{~ '.v '.v '.v '.v '.v '.v '.v.v '.v '.v "" '.v '.v '.v ,,'0 .~ ~;' ",-<" +'0.10 \'l.. ",,\L '.v" "" '.v '.v.v '.v .... '.v '.v.v '.v '.. 'J 'I> \ Q;-v \\..~U,l ~ \. " ~. i<t.:. ~ \ \0. l. \, . ~ 1 ~ ~ ,?, ",0 "," '0'" r\1 ,\:16 '.v '.v '.v "" '.v '.v '.v '.v '.v "" '.v , IQ l' \ ~,,"'.... ~. \' i()' +~. 4 +IQIQ' \~~?>'" ~ c,Q;- 'I> ~ \J\' '.v '.v "" '.v '.v '.v '.v '.v "" ,.v.. "" '.v '.v '.v '.v '.v '.v '.v OHW - €lHW I I "'Q.... OHW IQ vn" UHW...,... OHW OHW ~ 0\ """"i ~ ~! ~it ~~ ~! ~ \ :-. V. ~ ," ~. . d ~)J ,.\' '\'- ?\..,- <; V,nl ~ \) ...... c:' ^\\,.\;' ,\ u \ \~ ~ ~U."U ". ,\ ~ ,Y' ~....\ \ 0:" x~ 0\ 0(t, OU ,\~ ~ o ~ \\ ?- \..,- " ,I, ' , ' /y / LEGAL DESCRIPTION (AS PROVlDED)(PARCEL I): A TRACT OF LAND LYING WlTHIN SECTION 32, TOVv'NSHIP 28 SOUTH, RANGE 16 EAST. PINELLAS COUNTY. FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 32; THENCE S 00'00'58" W ALONG THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 32, SAID WEST LINE ALSO BEING THE CENTERLINE OF U.S. 19, FOR 860.50 FEET; THENCE LEAVING SAID CENTERLINE S 89'34'50" E, FOR 100.00 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF U.S. 19 (A 200-FOOT RIGHT -OF - WA Y), SAID POINT BEING THE POINT OF BEGINNING; THENCE LEAVING SAID RIGHT -OF - WA Y LINE S 89'57'Or E ALONG THE NORTH LINE OF THOSE TRACTS CONVEYED IN O.R. BOOK 4328, PAGE 1598 AND O.R. BOOK 5221, PAGE 117. FOR 352.091 FEET TO THE NORTHWEST CORNER OF THAT CERTAIN PROPERTY CONVEYED IN O.R. BOOK 4140 ON PAGE 1180; THENCE S 00'01'50" E, ALONG THE WEST LINE OF SAID PROPERTY. FOR 104.05 FEET; THENCE S 89'57'07" E ALONG THE SOUTH LINE OF SAID PROPERTY FOR 90.02 FEET; THENCE N 00'01'50" W ALONG THE EASTERLY LINE OF SAID PROPERTY, FOR 104.05 FEET TO THE NORTHEAST CORNER THEREOF; ALSO BEING A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF THIRD AVENUE SOUTH, AS RECORDED IN THE PLAT OF UNIT NO, 1 - SECTION A- CHAUTAUQUA "ON THE LAKE", AS RECORDED IN PLAT BOOK 9, PAGE 52 OF TI-lE PUBLIC RECORDS OF PINELLAS COUNTY. FLORID; THENCE S 89'57'07" E ALONG SAID RIGHT-OF-WAY LINE, FOR 95.02 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY OF MAIN STREET. AS RECORDED IN SAID PLAT; THENCE ALONG SAID RIGHT-OF-WAY LINE, A ALONG A LINE 30.00 FEET WEST OF AND PARALLEL TO THE EAST LINE OF THE WEST 1/4 OF SAID SECTION 32, S 00'01'50" E, FOR 208.10 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF FOURTH AVENUE SOUTH; THENCE N 89'57'07" W ALONG SAID RIGHT-OF-WAY LINE, FOR 39.10 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY OF MAIN STREET, AS RECORDED IN THE PLAT OF CHAUTAUQUA - SECTION A - UNIT NO.5, AS RECORDED IN PLAT BOOK 18, PAGE 61 OF THE PUBLIC RECORDS OF PINELLAS COU NTY, FLORIDA; THENCE ALONG SAID RIGHT-OF - WA Y LINE S 00'01'50" E. FOR 440.00 FEET; THENCE LEAVING SAID RIGHT-OF-WAY LINE N 89'57'07" W ALONG THE NORTH LINE OF THE FLORIDA POWER CORPORATION RIGHT-OF-WAY AS RECORDED IN DEED BOOK 1516 ON PAGE 581, FOR 498.48 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF U.S. 19; THENCE ALONG SAID RIGHT-OF-WAY LINE N 00'00'58" E. FOR 648.10 FEET TO THE POINT OF BEGINNING, AND CONTAINING 7.38 ACRES, MORE OR LESS. TOGETHER WlT1-l THE FOLLOWlNG (PARCELS II, III): PARCEL II: LOTS 16 AND 17 OF BLOCK 14, UNIT NO.1, SECTION A. CHAUTAUQUA "ON THE LAKE" ACCORDING TO THE PLAT THEREOF. AS RECORDED IN PLAT BOOK 9, PAGE 52, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PARCEL III: ALL RIGHT, TITLE AND INTEREST IN AND TO THAT CERTAIN REAL ESTATE VACATED BY AND THROUGH ORDINANCE NO. 6476-00, BY THE CITY OF CLEARWATER, WHICH VACATES A 60' RIGHT-OF-WAY OF THIRD AVENUE SOUTH, LYING EAST OF U.S, HIGHWAY 19 AND WEST OF CHAUTAUQUA AVENUE [FORMERLY MAIN STREET], AS THE SAME WAS RECORDED IN O.R, BOOK 11011, PAGE 1970, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS A SIXTY (60') FOOT WIDE RIGHT-OF-WAY IDENTIFIED AS THIRD AVENUE SOUTH. ACCORDING TO THE PLAT OF CHAUTAUQUA ON THE LAKE UNIT NO.1 - SECTION A, AS RECORDED IN PLAT BOOK 9, PAGE 52. PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LYING EAST OF STATE ROAD 55 (U.S. HIGHWAY 19 NORTH) AND WEST OF THIRD AVENUE SOUTH [MAIN STREET PER PLAT]. ALSO KNOVv'N AS: COMMENCING AT THE THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF SECTION 32, TOVv'NSHIP 28 SOUTH. RANGE 16 EAST; THENCE SOO'OO'58"W ALONG THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 32, SAID WEST LINE ALSO BEING THE CENTERLINE OF U.S. 19, FOR A DISTANCE OF 860.50 FEET; THENCE S89'34'50"E, FOR A DISTANCE OF 100.00 FEET TO THE EAST RIGHT OF WAY LINE OF SAID U.S. 19. AND THE POINT OF BEGINNING; THENCE NOO'OO'58"E ALONG THE EAST RIGHT OF WAY LINE OF SAID U.S. 19, FOR A DISTANCE OF 60.00 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF THIRD AVENUE SOUTH PER UNIT NO.1 - SECTION A CHAUTAUQUA "ON THE LAKE", AS RECORDED IN PLAT BOOK 9, PAGE 52 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE S89'57'07"E ALONG SAID NORTHERLY LINE, FOR A DISTANCE OF 537.00 FEET; THENCE SOO'01'50"E LEAVING SAID NORTHERLY LIINE, FOR A DISTANCE OF 268,10 FEET; THENCE N89'57'OrW, FOR A DISTANCE OF 39.10 FEET TO THE WEST RIGHT OF WAY LINE OF MAIN STREET PER CHAUTAUQUA - SECTION A AS RECORDED IN PLAT BOOK 18, PAGE 61 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE SOO'01'50"E ALONG SAID WEST RIGHT OF WAY LINE, FOR A DISTANCE OF 440,00 FEET TO THE NORlH RIGHT OF WAY LINE OF THE FLORIDA POWER CORPORATION RIGHT OF WAY, AS RECORDED IN DEED BOOK 1516. PAGE 581 OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA; THENCE N89'57'07"W, FOR A DISTANCE OF 498.48 FEET TO THE EAST RIGHT OF WAY LINE OF SAID U.S, 19; THENCE NOO'OO'58"E ALONG SAID EAST RIGHT OF WAY LINE OF U.S. 19, FOR A DISTANCE OF 648.10 FEET TO THE POINT OF BEGINNING AND CONTAINING 8.339 ACRES (363250 SQUARE FEET) OF LAND, MORE OR LESS. GRAPHIC 40 0 ~~ I 0.45' I I I I I I I I I I I 1'IE1R ELEVATION: 84.91' 0.5' WlDE CONCRE~V W~S I V ' \ ,r--- ( 12" PVC I II I PIPE INVERT -z.~;-------------- AND LOWEST INVER~-./ / - - - - - - - - - - - - -- ON STRUCTURE / ELEVATION: 83.95' / " '.v '.v "" .v '.v '.v '.v FIR 1 /2" NO ID '.v "" "" '.v "" '.v 4.0' WEIR STRUCTURE DETAIL NOT TO SCALE SCALE 40 ~ FEET ) 1" = 40' 20 J 80 I ( IN ~ SITE PflOTOGRAPHS i~~~n3~ oo~., [tT~ l[D-'W~ rn"-f' n~'i [-------.1111 I JUL 0 8 1003 J@ DE V E C()P;:, E ;.T~t~~::'.~ ~~ 0 E P T _:._"",A1Y ::9f, [~gf:.::: ~': i~ ~~.R~. '_' , BENCHMARKS: ELEVATIONS DERIVED FROM PINELLAS COUNTY BENCHMARK DISK STAMPED "CAMPUS J" LOCATED NORl11 OF l11E PROPERTY SHOWN HEREON. ELEVATION: 91.185' TBI-4 #1: STATION IS A BOX CUT AT 111E NORl11WEST CORNER OF A GRATE INLET LOCA TED 166.3' NOR111EAST OF l11E SOUl1-iI'lEST CORNER OF l1-iE PROPERTY AS SHOWN HEREON. ELEVA TION: 89.05' TBM #2: STATION IS A PK NAIL SET IN ASPHALT LOCATED 421.2' EAST NORl11EAST OF l11E SOU 111 WEST CORNER OF l11E PROPERTY AS SHOWN HEREON. STATION IS LABELED 1112. ELEVATION; 89.93' LINE TABLE LENGTH BEARING 30.00' NOO'OO'58"E 30.00' NOO'OO'58"E 29.67' NOO'48'34"W 30.00' NOO'01'50"W 30.03' SOO'12' 33"E 30.00' SOO'Ol' 50"E NOTE: TREE LOCATION L1MmD TO l11E WEST 300 FEET OF l11E SOUl11 120 FEET OF l11E PROPERTY SHOWN HEREON, AND l11E AREA LOCATED IN 111E VACATED RIGHT OF WAY OF 111IRD AVENUE. '" \\ \'. (t\\\') LEGEND ~..{.:;) ,,~\ i"~~ AB8REVlATIONS (c) CALCUlATED MEASUREMENT eLF CHAIN LINK FENCE CONC CONCRETE CSW CONCRETE SIDEWALK CYP CYPRESS TREE (D) DEED MEASUREMENT/CALL ~tPT. DEPARTMENT EL. ELEVATION (F) FIELD MEASUREMENT ~CM FOUND CONCRETE MONUMENT FIR FOUND IRON ROD FIRM FLOOD INSURANCE RATE MAP He HANDICAPPED PARKING SIGN ID IDENTIFICATION I NV INVERT L8 LICENSED BUSINESS NUMBER LP LIGHT POLE LS LICENSED SURVEYOR MES MITERED END SECTION OR OFFICIAL RECORDS P.L.S. PROFESSIONAL lAND SURVEYOR P.O.B. POINT OF BEGINNING P.O.C. POINT OF COMMENCEMENT R/W RIGHT-OF-WAY S[R SET IRON ROD SSCO SANITARY SEWER CLEAN OUT TBM TEMPORARY BENCHMARK SYM BO LS o 'Q., 9 ~ @ ~ CORNER MONUMENT UTILITY POLE LIGHT POLE GROUND LIGHT STORM SEWER MANHOLE SANITARY SEWER MANHOLE BOLlARD CERTIFIED TO: SUNCOAST AUTOBUILDERS SURVEYOR'S NOTES: 1. NOT VALID Wl1l10UT l1-iE SIGNA 11.JRE AND 111E ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. BASIS OF BEARINGS: WCST LINE OF 111E SOUll1WCST 1/4 OF SECTION 32, TOWNSHIP 28 SOU 111 , RANGE 16 EAST, AS SHOWN HEREON. 3. 111IS OFFICE HAS NOT ABSTRACTED 111IS FOR ANY RECORDED CLAIMS OF Tl1l..E EASEMENTS OR RESTRICTIONS. 111E PRESENCE OR ABSENCE OF ANY SUCH CLAIMS IS NOT CERTIFIED HEREON. 4. NO UNDERGROUND IMPROVEMENTS OR UTILITIES WERE LOCATED EXCEPT 1110SE SHOWN HEREON. 5. ELEVATIONS BASED ON N.G.V.D. 1929 6. UNLESS NOTED Ol11ERWlSE, NO UNDERGROUND FDUNDA TlONS LOCATED 7, l1-iE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONES "C&AE" ACCORDING TO THE FlOOD INSURANCE RATE MAP NUMBER 125096 0005 D, REVISED AUGUST 19, 1991. FOR THE CITY OF CLEARWATER, FLORIDA. <a <0.\ '~.~ + ~ ,,\ ," .. SPOT ELEVATION TOP OF CURB ELEVATION SIGN GUY WIRE AND ANCHOR TREE (SIZE AND TYPE AS NOTED) / -10"CYP ..-"'1 I HEREBY 'Im'uF?:m.~~JHIS SURVEY WAS MA~"; . ~~>: ~~~QIRECTION AND MEETS: ~ .~? ~f.T1~" TtOONICAL ST A~.Q/R.:;.~'REQUJBEMtN T~H CHAPTER 61 G'f;;1';:-6':~;Qlf~)}~~. .~: . ORI~&, \;:. ADMl'I.:lf6'JRAT~,~'" .' :lh\(" ",!"l'VoI <.. .....t.. . : .) " ..... ~~.l ~'; f., . """,J-'" ~ ~~- :.:)" ..,. ./'~'.f:;;"'~ ':':, ~f) :_j..'~' V ~\.,,-"~ /-. <~'":1.:)...~ ~...",. - t -."."....., .'\ .~..... 0.. ,. ".' ;i;."!..' .._.~,~ ',"'" . ~~, . ':;.;.~.;:r:"'~ "'.. . """ 'l'" RA YA -Nt)'':. rHO PSON P.L.S No. 4580 REVISION DETAIL: CD REVISE BOUNDARY. ADD LOCATION AND TOPOGRAPHIC INFORMATION IN AREA LOCATED IN THE VACATED RIGHT OF WAY OF THIRD AVENUE 0) REVISE BOUNDARY, ADD TREES. AND WEIR STRUCTURE DETAIL (j) REVISE BOUNDARY, REVISE WEIR STRUCTURE DETAIL @ REVISE BOUNDARY, LOCATE ADDITIONAL TREES ~ REVISE BOUNDARY, REVISE LEGAL DESCRIPTION @ REVISE BOUNDARY. REVISE TREE LOCATIONS zf5 08: U)<C o....~ ~~ O~ ~~ :J O~ Z~ 00 ~~ ~o ~g: a a (') <ll :Sma U)al'-- c.om -0(')"7 >(')(') enrol'-- -0 CO c: 'C c;) ~ 0 ~ <lllJ...CO -0 -....... c: ro .. <ll a. <ll I E c: ro 0 ~1-6: N a N (') >- W > a: ::J Cf) O .w _ 20 I 0') >- a... ;:: 0 ~ <( <( a: a: ~ 3:chffi~ V I.-J~ ~ o C} ..J~~ 0... -Ig~a o U-~() ~ U:q::: 0 ~ o ::) - ~ Z ,....:;E ii: O')~ <(LOO >-('1 a: <( o z :::> o (D REVISIONS: CD 9/12/02 ~ 12/07 /2002 ~ 12/11/2002 @ 6/23/200.3 @ 7 /1 /2003 @) 7 /3/2003 DATE: 8/15/02 DESIGN: DRAWN: EWB CHECKED: RWT REVISION: FILE: SU11BDX SCALE: PROJECT NUMBER: SUNCOO11 SHEET NO, 1 OF 1 APPD. RWT RWT RWT RWT RWT RWT \~" ,<, . i ~~. ,i; '.; .~~:, ",i '2,'::;.";, 1.: ~.~ ;: ~ ~ l.c~ ., l:'''''i<f''''-:''':';;;-' . ,..f: JilJ!:7 , j. .~ ,t "'~ ." 'rj ~_is ;,",,,,' .ol