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FL99-12-25 FL 99-12-25 HUMANE SOCIETY 3040 STATE ROAD 590 I ....' ~' . f' .- ~ -.:I:.~.. e ~~~ {J.A """.. (I'~ --:....J4.... .....fI: ~~ f; C C ~ ~I' ",,~r!...~.,. .,.-"-"'- ~~~'Jr'f I T Y 0 F '-q-f~~~12;~~f*J}' PLANNING & DEVELOPMENT SEijVJ~JS~~~IS;~j):..;e.c';-7',- t.'-, .," lj,,~~' ,';:: i ~:,'"*' ' POST OFfICE Box 4748, CLEARWA1'ER(FIORJ ~ 8 4~ir ~1'.l" : L.:..--t...";...k......t ;r../,.... ....~ . MUNICIPAL SERVICES BUH.DING, 100 Soum MYRTLE tf'0i'<UI,.,_~~A ;F c ,....._r)A':~~, ~ ,~ _ ' TELEPHONF (727) 562-4567 FAX C~27)"f5{f2.!4'J76' .-;[.:\ ;~-!~:i>:.\ ~\~;;Q~ '-"l:. }", ,( -" ' ... ~~">~I"-ll-;~ - 'f...;;........,-~~J..... ",\r ....;~iif~ l.)... -r~'" ]....,....'~~1r"; :--:r~L.J -\ "4- J i::; ~.(..,~ 1")..~'l" ...'",; .. t....~ -~ Lttt\~t~...:--'I ~ 1f;tJJ;.II?<'lO ' {u'~r: l\ I OF rl;iJt~ ~~~"Ytt>?~!k":. &lS~ ! ~'(P-'" ~~:tr,-..........\,J.... ~ ~~ t:l ~.__"l ",,€'2l_ -= -"..."" ,,~'t =::=. ~t:l ~~":. ~ . l:i::l" -'A~.... " ~\,. -~~~_IJ"'\\,~\ ~"''''4 rE~'llf'" '-Q"201Jf~ October 31,2000 Matthew D Campo, P E Project Manager PBS&J 5300 West Cypress Street, SUite 300 Tampa, FL 33607-1712 Re New Technical Services BUlldmg - Humane Society of North Plnellas Development Order FL 99-12-25 at 3040 SR 590 Dear Mr Campo We have reviewed the revised constructton plans and parkmg calculation exhIbIt that you submitted for the above referenced project Your request to modify Development Order FL 99-12-25 to allow the Humane Society of North Plnellas to phase a portion of the parking has been approved The approved modification will result In a total of 29 parking spaces In Phase 1 and an addlttonal 29 parking spaces to be constructed In Phase 2 If you have any questions or need any addlttonal information, please call me at 727- 562-4558 1lIY' Mark Parry Planner MP/sh BRIAN J AUNGST, /vlAYOR-CO\IMISSIO~'ER J B JOHN50,\, VIC[ /lAAYOR-CO\IMJSSlONER BOIl ClARK, CO\I\HSSIONER cD H"RT, COMMISSIOHR ~ ED HOOPtK COMMISSIONtR " '~: of' ,~g~ \, . ~> l'll 'I::.r .. 1.1. //:'-RI ... 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"1 ~~ c: LEGEND HORIZO~ ,AL CONTROL USC&GS TP'\VI'RS" " TION o 8-5 VERTICA CONTROL SECTIOt ORNERS x O. I -4 , 12 '4113 ~ --=45 ~._ --=--- 40 CONTOURS D PR SSION CONTOURS /--~---r (....~ 1 .... 5(....y .'52.4 X 51.6 SPOT ELEVA IONS RI5E,Rlff: \:.; .s.. ::..: ~. ~.I ,.:.. I 22 ' 23: 24. Ie:> I t' , 27"26cJ'2... :\(1 '~', : 34 'J[', 36 ,'I I . j :3 2 F I. fof' ~.11'" 0 v T ;:' . s "" ~ 8 c; I .. 10 I II I /2: {" ..... (". " i I' J j r-;:l'--586: /. '15 14 r, If; . . '1' . ..... 2"". 23 2 19 ,j ( '. , 27 26 25 :-0 . , .1...J. ; \ " T (' 8 S 34~ 35 36 31 ,If) , , 43 2 I i 6 ". 's""i J'~ . '. C./... I' - :. a . I . , --.. ~ 500" ~- - fR I;' T r"-l c: 1... , l.. --< '. '-' 24 : I. ;'.1 KEY M P NOTE ; ACCURACY: IT IS INTENDED THAT THIS MAPPING COMPLY WITH U.S. NATIONAL MAP CCURACY STANDARDS, HOW ER, SUCH ACCU ACY. OR ANY OTHER LEVEl OF ACCURACY, IS NOT GUA ANTEED BY THE SOUTHWEST FLORID WATER MANAGEMENT DISTRICT. THE LAND LINE INFORMATION SHOWN HEREON IS COMPILED FROM THE BEST AVAILABLE DATA AND DOES NOT NECESSARILY REPRESENT TRUE LAND LINE LOCATION DASHED CONTOURS AND UNDERLINED ElEVATIONS INDICATE STANDARD VERTICAL ACCURACY REDUCED BY TREE COV R. THIS SHEET MAY NOT BE PRODUCED IN PART OR IN FULL. WITHOUT SPECIFIC APPROVAL OF THE SOUTHWEST FlO IDA WATEP MANAGEMENT DISTRICT O. X 457. BROOKSVILLE,F ORIDA 33512 COPYRIGHT (C) BY SOUTHWEST FlO IDA WATER MANAGEMENT DISTRICT All RIGHTS RESERVED. GRIDS ASED ON flORIDA STATE PL NE COORDINATE SYST M. WEST 70NE. ELEV TIONS BASED ON U S ( &G S DATUM 200 o 00 400 600 SCALE 1 700 D TE OF PHOTOGRAPHY DATE OF MAPPING (O~~TOUR INTERVAL l' OCTOBER 1976 FE - ARCH 1977 SOU T WATER MAN WEST FLORIDA EMENT DISTRI.CT PINElLAS--ANCLOTE BASIN I"PIN LLAS CO I ' PHAS I NTY AERIA PHOTOGRAPHY WITH CONTOURS SHEET NO. -29-16 12" 411r:::: ~'~~~ ~~ 126 'IWrd ~ Nclr1t1. Iufte _ "'My w.rt:Jcr. ~ ..... ...... ("121>"'__ ...'" ("121> .,..... ~ WAU.. ~ CAGING 6Y'6T11'1 - eB ePIIC6 N\CI.... · ....... 6,.... TUeE COUJMN WEeT EJ..EvATION ecAJ..E: 1/8"=1'-~" (!J z - C ..J - ::) -c m c (/) 0 if W C>>..J lOlL Q Co:: > -Cw 01- a: a:-c Wl-w~ (/)<~a: ..J ( -c ~ t-w ~ CI)..J Q JIL Z ~ J: ('I) > @ !:: I- ~ W Z 12" 41,r=:; o -< ..J ..J W 0) ~ 10 n.o~ :I:O)ro 1-10 a:c< O<Q ZOO:: a:u..a:g oowu. u. 1-... ><a: I-I-W wCl)I- - < oo~ O~a: 00< row w ..J Z 0 < ~ :J J: ~~~~ 6T0A8 fIRONT 6Y'6TIM 4" BLoac:. ~ WALL. POAM 61U- PLA6TER 'IINII8R eOUTf-1 EJ..EvA TION ecAI-E: 1/8"=1'-(2)" "-,/ lEUIY. 9'-4'1 AJlJI.1'"IL ~ BRARINGV ALUMINUM WINC>OW 6Y'6T&M POAM6fU- PLA6TER VIiiN8ER -4 ~ = % taiNNSL. CAGING 6Y'6T&M - .. 6f=II!C6 - ct f"'. :r.. 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('0 ()';,o ",=, 0;' f, ,~:c ~ \' .); ,i l( )( .)< .... >( ~ x ' J.... U3 573') , 12327 (J'> OJ") .~~ o~ .,.1 ()":) \'\. ,<>'0 'J ) ~\ ')..... .....' .\.~ , .. ? V too 0 20 S, . '\ ,.I PR_l.4 ,t>< 0 ~~ '\.Q ,\."). .~) ri-'0' '1V) 'll><' '\.~ :. "5~ .. '" 'i1 ,.'V \ I. \.- ! J< '\. G.~3- ,\ 1 If ~ \>~ '>&.i~};~vz- ,.,,0 . ~" x .,0"" J~ ,,,0 ;' ~ "x'" " ;:~j · '0 ~ ~ ~ ~ ~ ~ '21 () lfl ~~~D PLANNING & Df:VELOPMEN r SEHVICES Cl fY OF CLEARWA TEn ~., ~. \0 '" o <J) 11) ~~ (J ,~ '()'l ';'0 )( ~ ~( . r..... (./) ;.)' ';'0' )( ,-~ S'Ji CCf<.NER I OF SEe n0N ~-29--16 riP .3/~' SEe nON 4, fC)'NNSHIP 29 S()U fH, r~/\NGE 1 f3 EAST PINELLAS COUN fY. FLOHIOA 61 ,'J .>:Ii '"" "", I.J.~ crf IV ;{ 25 (~-J L _ ::J liJ ~-= o. " LO 'J .:( 0 ~_: Ii: J -t: r',. IJJ ,.:1 C:J ~ . _j tt:: Ij) .J _J f"') (1- o -:( (II '.fl .it . ..... _---~C~C:l \';;et~ .~",:'( '/""". ..' ..--' r\Jlr~'~ .:)i-'f!".1~\<;'\.;:.~~.;ii ,...,.>....:.,c,; ";'., ..' . . ',~~. .~L~~f-~:=-===-- =~-~-~~~='=--.:=:~~~=--- '\f J"f '3ALL'S LAKE PARk I)~JI T 8 P F3 69, P 81 -8'2 J:, -if) '~i ~I z, I .. _.J :( ~ '.>J o 7., s C-' -\1 T~' ~_' i .J1.J (; I~AP I-I Ie \/ eo __ __ _ ________1 30 120 ( IN ~'EET ) inc h .-: 30 It <) ~,>t " ~~. ~) >.'tJ ~~ ,,0 \ . It< 'i ;l :~ ~rr l '~ - ~ x .'~" r.~ \>< o~ ./I ;( .1 ~\) '). :.. x ")? ~\,- " '\-~ ...' )t , ').. <.) . tl< -o~ ,t>, 7> , l> '-.p' .,. " .,;.. -. x , \ OJ.... \ -? x ~. CHAIN .. G/iK fUKE . '~ I' ,J ',)I' i I ~ . ~ L g ''f LEGA,L DESCRIP nON: A portion of the Sou thwest 1/,1. of Section 't. Township 29 ()i)U th, ROrlCje 16 E(Jst Pinellos County, Florido. described os follows. SlJ:~'iEYc:rs NOlES: ALL C0RNER'S FOUND HAVE NO ~w~>mEr< DESIO~A nNG PREv'OUS SUR\/EYCR OR CCMP!\tJY EXCEP f r\S SHO\VN. ALL BEARiNGS AND DIS L\NCES :~RE ~.4EASURED PER PLA T UNLESS 0 fHERW1SE NO lED ,) t~O UNDERGROUND ENCROACHMEN fS. FOUNDA nCt~S OR U fill nES HA VE 8EE~J LOCA TED OH SHO\/vN UNLESS I) fHER,WSE SHO'.'vN 1 j NO iNS TRU~AEN TS OF REcor~D REFLEC TING EASE'.AEN fS, RICH TS--CF -- '.vA Y, on,j!')r m'vNERSHIPN'ERE FURNISHED HilS ')URVEYCR EXCEPT AS SHO'NN ~-)) ELEV;\nON DATUM t~.G.VD 1929, ~A.Sl ,-.= 00, BENCHMARK: ClTT OF CLEAfHvAfER H-165, ELEV:.: 53.9TJ 6 ; BASIS OF BEARING: SOU fH liNE Of SEe flCN~. S 89'11'15" E (PER CEED). 7) fHIS I() fO eER flFY THA r I HAVE CONSUL TED THE FEDEHAl !t~SURANCE ACMINlS Tf-<A nCN FLOOD ~1,'l,\f~O BOIAWARy MAP. COMMUNI fY No 125096. PANEL t~o 0011 0, EFFEC f1\t'E 0,\ f[ 8/19/'31, ,\NO fHE ABOVE DESCRIBED PHCPER ry APPEARS TO BE iN le.NE x 8) M0tJUMEN fA nON ',O,RKEO "p R 1,,4." ARE INDICA fED CN fHE AO,JACEN r Pl,1., f5 AS PER'.1AtJEN T REFERENCE MONUMEN rs l~.ND HAvE fHEREFCFE Nor BEEN RESE r. RA niER MA THEMA nCr\L DIFFERENCES HAvE BEEN 910.\oN ro A VOID CONFUSION f3( t~EIGH8CRING PRCPER f'( O'M~ERS. I.'.';~~:J ~ ~1 ~;~~~J ~.~ n ~1 ~~'.,__-~) --'-~()VEiWicI<-~~~ [';-lrio~~Ik-~-"- ,.- -- - '-~- -~--_._- ---,- ---- ---- - -.--------- ---...-....--- _._---~--------- ---- --- ~-- .', !. Frorn the Southwest corner of '3old Section 4. run S ;39'11'15" E, 4}8.20 feet olon<] the South line of Section 4; thence N 00'59' 08" W, 6000 feet to the ~Jorth riqht--of--woy line of ('~.R. 590 und the Southeost corner of froct B, SALL'S LAKE P/\f~K -- UNIT 8, os recorded in Plot Book 69, PO<Jes 81 ond 82. Public Records of Pinellos County, Florido. for 0 Point of 8e(Jinninq; thence CJlonq the Eosterl'( line of soid SAU:'S LAKE P/\RK -- UNI f 8. by the follo'Nin(j tr;ree (3) courses: (1) N OO"~1'45" W, 2l8.00 feet: (2) S eg'11'lS" E, 20.00 feet; (3) N OO'41',1-S" W, 282,tl9 feet to the N()dheost corner of SALL'S LAKE PARI< -- UNI r 8 Gnd the Southeriy line of (::;ALL'S L/-\KE PARK rHlf~O ADol nON, os recorded In Plo t Gooh 71. PO(J€ 21, Publ ic Records of Pin ellas Coun t y. Florido; thence olorl<) the Southerly ond Easterly line of said Sf\LL'c; LAI<E P ARk THIRD ADOI nON by the followin9 four (1-) courses (1) N 00' 40' 42" 'II, 4 4 6 fee t , ( 2 ) S 89 · 5 7' 0 (1-" E , 65. 0 0 fee t ; (3) N 00' 40"L(' 'II, 27:).00 feet, (4) N 89.49'21" E, 21948 feet, thence S 00'.1-0',+2" E. (31.4.60 feet to Ule North r1(Jht-of-'Noy line of S.R 590. thence N (39'11'15" W, jOil- 39 feet olon'j SOld line tc the POint of Beqlnnin(} Bes't Copy Available c~~-=l t}.-121WE-- ,f , "r::~' ~' __-'-""'...........d:l.J f[ qq. I Z', 2~ ;\;JOHE"I1;\ nON tEGENO: ------------- ----,--~-- -.-.------ ._~ SURVEYORS · ENCIM:ER'S 8 LAND FLANNERS 7'}:3 S<.:>n Chr; ~to;'Pl-.-.,r Dr. I)oJr,~,jin, n'j( i.j,) ~ ~'4a Ph..J(\~ (80) 7 H-1BGS F' .~x (313) , ~- },6'2 .. :t\'l3<.:..N (I ',,'{~"Jlj':"'" 'JJSlIt~S C>.o':?'......HK.lI r- I.R SiR ~ I.P FND S.N D F C.M P.R M PCP PI P.C P08 f~/N f'fP CH'N pp ','IV PB M.A FOUND iRON f~OO. SIZE iNDICt\' lED SE r ;RON ROO, 1/2" 1..8 tJo 5,1-08 FOUND IRON PIPE. SIZE iNDICATED FOUND N,1.1l AND DISK SEr N~IL ,\ND DISK, L8 NQ 51-03 FOUND CONCRETE MCNUMENr PERMANEN T r~EFEHEtJCE '~0NU'.-iEN f PERMANEN T CON TROl POIN r POIN r CF IN TEf~Sf.C nON pem T Of CURVE POIN r CF GEGINNiNC RICH r -OF --'VA Y T'rPICAl OVERHEAD '.vIRE POWER POLE '.VA1ER VAL\/E PO'NER 80X 'NA fEH ME IER ':.[ C. r^'P f~GE ' (0) (P) (~) (C) CONe COV ASPH. P\MT. [lEV ':.EC rlOt~ fO'h'NSH,P RAN\~E CEED PLAT '~EASURED c':\LCULA lED CCtKRE lE CO\'/ERED ASPHALT PAVEMENT ELEVA nON CER riFlED FOR ____u.~OU~OA_R1._2c__JYfY~~t$.tt(.;2\~-(f~: ~~;--1::~-,--,----------- I HEREBY CERflFY fHIS SURVEY .J.~~";' . J....Jj.J.l,J.!.f.;,~l~.f.'HN'C,\l. S. TANDARDS AS (:.ET FCRTH By THE FLCRIOA 80Af~D OF PROFE~~rL ~~ lJ~{"~;;~Nw .MAPPEf~S IN CHAP lER 61 G11- 6 F. LCRIDA ,\DMltHS mA fiVE COO~f,.'~' ?'.I.'~."\.'." ...t'I..~... t;.......H.J,....I. ',--.... ')',.."..'.,'., o...'.t4.'....... .1.'''-.1,2. 027. " FLCRIDA. 5 T.;\ ru TES rSC-:-\L-.E. ~1# =--:30' ---. --.---'--r--.-i...,." ,i;:.~J7# '~..~',..";.' ~~~.:~., -. .'.-. '.~. -~~-r:~A"'~N8~tECE. /-PJI- [DAIE---'1/31 ~~~---l ifc~f!!~~~~if.h.tt:s.-l 398:; - r~SEO~-~- r---- ~IUMA~iS~C~.;.:.i.~.~...~...~..~...~.:f.?i~E~~COMp~X- I .3040 SJ~~J~-W~'Y.~~'3S~~~(~R'\1Al(R. FLGRiDA r ~___~~___~_~_o_~__ -~, ,..:........I//: __l!\tU_"\..~~ -'1'~-~"'~----- r-~~-~ --- --- CEJ~riFIEO TO' '_, ~/-'i; ~,lfl:H'Hlh~\.'\. ,,\'i ~ ".,' ..ca t~L.'.H3E.R I! tJ 'A I. '1 ~~~ 1" i:"'~ ~,.l ~ rhe Uf)c;Or) G~f;tM'it~~:' - ~J't:~ ~.~~ ~.' 9;)OJ.j '-" -.--,--.- .-- _ ...-.- -- ---'-- _ u ~-- ..--...- . ____7'___ ..-..- - ----- -- -- ~ - -- {Cd.J ~ fwt-t r f'r--eiJ;h~ (Q) - (5) - CRAlNA(,f. ....v~HOlE SANI TAR ( !.4 ANHOtE " " ~ -'~'; LO N 0; o ~ CD ~ C; SITE PLAN FOR: VICINITY MAP PROJECT VICINITY N. T.S. SITE DATA NOTE: THE USE OF THE NEW TECHNICAL SERVICES BUILDING IS FOR AN EXISTING SERVICE THAT IS BEING RELOCATED WITHIN THE HUMANE SOCIETY OF NORTH PINELLAS. - . CLEARWATER, FLORIDA LOCA liON MAP PREPARED BY: CONSULTING ENGINEERS 5300 WEST CYPRESS STREET, SUITE 300 TAMPA, FLORIDA 33607-1066 (813) 877.7275 (VOICE) (813) 286-1207 (FAX) mdcampo@PBSJ.COM (E-MAil) I INDEX OF DRAWINGS COVER SHEET GEOMETRY PLAN PAVING, GRADING AND DRAINAGE PLAN UTILITY PLAN DEMOLITION AND TRE'E REMOVAL PLAN CO C1 C2 , C3 C4 C5 C6 C7 C8 C9 MISCELLANEOUS DETAILS PAVING, GRADING AND DRAINAGE DETAILS UTILITY DETAILS UTILITY DETAILS GENERAL NOTES r. .,./.1, 3!Va C --7Jv' 3~nlVN€)IS ()p.j" L 3!Va 80:> .C.(., . I 3J.VO :>110 srYS ~. ~"""~"'8r- 3dAJ. 3SV:> .)U )"4b 1:i' * 300 03AOHclclY NYlcI 3.1IS o ~:~~~~ [OJ EXISTING CONDITIONS PROPOSED CONDITIONS ZONIN~E INSTI~~TI8NAL INSTllYTI8NAL LAND U DI RI T DI RI T T~TAL 5 - BU~DING~ t! - BW!DIN~S U ITS 7-KENNEL TRUC URES 8-KE NELTR CTURES I BUILDING 8304 S.F. ~ ~?~t~ a(f(%'j 6034 S.F. t AREA (S.F.) (NIC ASS. STRUCT.) (NIC ASS. STRUCT.) p~ (~ I ~ KENNEL 6132 S.F. 9492 S.F. 3 J (f,oDD AREA (S.F.) i FAR 0.06 (INC ASS. STRUCT.) 0.09(INC ASS. STRUCT.) I l ISR 0.15 0.25 ~ PARKING 18 53 ::;) ~ SPACES (INC. HANDICAP SPACES) (INC. HANDICAP SPACES) 0 ~ 16'.10" ~ BUILDING 24' :?; ~ HEIGHT (EX. MAIN BUILDING. TO REMAIN) (NEW TECHNICAL BUILDING) .:.J ~ ~ I " II }-U II uv.; ~ I f1 8 w'X:/ I I I I o j~ ~ ~ '~'~~ ~i - ~ I< ,;fG n)D~Y <:; ~::... ~ I I ; ~- ,~ ~ 10TH 411El,f~ / V ~~ ~rr ;r.! en U ~ W ~TAJlR~ ~ ~ lu ./ Lit L.-!;....bLI (:::::1. jJ ~ We ~ Safety Harbor N.T.S.11 -u r- ~n~ ~~~ rv--;-.;,1 ~ ~V ''l~J:--'' r;J ~\1:J """\.. I-- \" \...;:) .--1.. --./ (> , '\ ~.LJ u 1 '" ~Jnl "~ ," 0< ~I -,rr J f-J ~~ _/ff-J Y 12ir-......)f h- A ~ ~ IT""""'" l, - fit' ttL~ r ~ 1_( ,........., ... 1/ a '-- L~ UU- D 1/ ' I Ln ('jJ..f TO BA'( B\.V . _ ~ cI - 1)1 I- ~- 1I1f-r----< - Gt1.f TD BAY LV - \.. I:. flfp \ ).. T('\ I n: /.~ / ... ::r ~~"S ~ PROJECT U LOCATION 1/20/00 PER CITY COMMENTS MOC 1/19/00 PER rOOT COMMENTS MDC 12/27/99 PER CITY COMMENTS MDC 11/1/99 PER CLIENT COMMENTS MOC 9/16/99 PER FOOT COMMENTS MOC 09/8/99 PER CITY COMMENTS MDC DATE SHEET NUMBER(S) BY: REVISIONS PLANNING & DEVELOPMENT SEFlVICES CITY OF CLEARWATER -' AGENCY JAN 2 6 ZOOD :3UBMITTAL NEW TECHNICAL SERVICES BUILDINGS HUMANE SOCIETY OF NORTH PINELLAS CLEARWATER, FLORIDA JOB NO. 10-472.10 DATE: .07/29/99 SHT. 0 OF 10 LEGAL DESCRIPTION ...-- NORTH LEGEND LEGAL DESCRIPTION: A portion of the Southwest 1/4 of Section 4, Township 29 South, Range 16 East, Pinellas County, Florida, described as follows: From the Southwest corner of said Section 4, run S 89"11'15" E, 478.20 feet along the South line of Section 4; thence N 00.59' 08" W, 60.00 feet to the North right-of-way line of S.R. 590 and the Southeast corner of Tract B, SALL'S LAKE PARK - UNIT B, as recorded in Plat Book 69, Pages 81 and 82, Public Records of Pinellas County, Florida, for a Point of Beginning; thence along the Easterly line of said SALL'S LAKE PARK - UNIT B, by the following three (3) courses: (1) N 00.41'45" W, 278,00 feet; (2) S 89.11 '15" E, 20,00 feet; (3) N 00.41'45" W, 282.49 feet to the Northeast corner of SALL'S LAKE PARK - UNIT 8 and the Southerly line of SALL'S LAKE PARK THIRD ADDITION, as recorded in Plat Book 71, Page 21, Public Records of Pinellas County, Florida; thence along the Southerly and Easterly line of said SALL'S LAKE PARK THIRD ADDITION by the following four (4) courses: (1) N 00. 40' 42" W, 4.46 feet; (2) S 89.57'04" E, 65,00 feet; (3) N 00. 40' 42" W, 275,00 feet; (4) N 89.49'21" E, 219.48 feet; thence S 00.40'42" E, 844,60 feet to the North right-of-way line of S.R. 590; thence N 89.11'15" W, 304.39 feet along said line to the Point of Beginning. GEOBlOCK STABILIZATION 8":-~m'-;":' ".. ", ." ...,. "l" ;~! L Li '...~) :_. :.. ;~~ :~ ~.:~ ::~ (:~ ~.:; :j ~ ASPHAlT PAVEMENT (TO BE REMOVED) 30' 0 L.r _-.J-...-.,.J 30' ! 60' I ASPHAlT PAVEMENT FOOT PAVEMENT SECTION e~~~ SCALE : 1"==30' ASPHAlT PAVEMENT RESURFACING mtIj EXISTING CONTOURS PROPOSED CONTOURS PROPOSED STORM SEWER ---,50--- 50- ST PROPOSED CLfAN-OUT PROPOSED MANHOLE PROPOSED INlET SEDIMENT AND EROSION CONTROL PROPERTY LINE EXISTING SANITARY SEWER PROPOSED SANITARY SEWER . CURVE DATA . . DELTA CURVE RADIUS ARC CHORD CHORD BEARING ERe 90.0'0' 30.00' 47.54' 42.7' N 45.0'0" W C1 90.0'0" 40.00' 63.87' 57.29' N 45.0'0" W C2 ss S. W. CORNER OF SECTION 4-29-16 F.LP. :;/4.' SECTIO~\] 4, TOW~JSHIP 29 SOU TH, RANGE PII~EU_AS COUNTY, Fl.ORIDA I I I SIGNAGE AND LIGHTING NOTES: I 1, THE EXISTING SIGN PROPOSED FOR REMOVAL SHAll BE REPLACED BY A NEW · SIGN TO BE LOCATED WITHIN THE I u..::.:: . PROPERTY LINE. THE NEW SIGN SHAll SALL'S LAKE PARK 0 a:: . BE lOCATED AND SIZED IN ACCORDANCE UNIT B ~ ;i ~ N I WITH THE CITY OF CLEARWATER ZONING P.B. 69. P. 81-82. :J LLJ::: u' ORDINANCE AND LAND DEVELOPMENT >J ~ g ~~ CODES · ii _J <( " . , ~~O . · "'='::J~~ :s 2, THE PROPSOED SIGN SHAll BE EASTERL.Y Lll'JE OF · <( ~ I REINFORCED MASONRY CONSTRUCTION WITH /- SALL.'S LAKE PARK "", ------- v8 V) &j I PLASTER VENEER, THE TEXT SHALL BE /' UNIT 8 "" ------------. 0::: d SURFACE MOUNTED. THE COLOR SHAll / ~o 8 I SE CORNER OF TRACT B MATCH THE PROPOSED NEW TECHNICAL / " 8---.. ,~ C:ALL'S LAKE PARK -- UNIT B BUILDING. Z ....... CURB INLET ELEV. ~ 41.42 ., ~ ....... TOP ELEV. = 41.20 I : \1:.'J/ : ;,8,69, P. 81-82 3, THE SITE LIGHTING SHAll BE DESIGNED u.J 2' CONC. CUR8'~,-....., 8S........"" THROAT ELEV. = 42.10 '/2" II / F.C.M. L()~'" FIR 1 f . './ -1- · AND CONSTRUCTED IN ORDER TO PROVIDE 3"x3" ,~ 0 r= . \ ' , .\ . - S ~P59: ROJ. " J 1/\1/" ADJACENT THE MINIMUM SECURITY REQUIREM~NTS. P.R.M. ~ 0 <-'C \ rci.~3Ms, ---- ~~rfc~OD NE CORNER OF SALL'S "--- HW__ ;.~ QC:' PROPERTY LINE b~;;o E3' 0-1 ~~ / U \ 0.05 W). LAKE PARK - UNIT B -- _____.$ 8"&; 10" O/,K PP D:J \\ (N 00.40'42" W \ -OFiw_~ \ PP PP ..\--. -.... / . \ ...-{ ~sa:... tl--~~ 7-0HW~-- -OHW- NO~O'41'45;; ~--=:H"'-- --OHWx--1 - - _2]S.;p'01 OHW-- --\--- OHW--__ ~ -OHW- --'-"I='~-----,L..OHw__ \ EXISTING RIM ELEV. = :59.36 _, \.............. {J _ F.C.Iv1. 4.46' __ ~-r:': I ~..:--- l \ 15" PALM ..... r;) O.3'~'" i-) ~'WOOD --.-OHW---__OHW__~ =:;...,,- -_\ 15" RCP ~~..II~~. ~t~~.:' ~U~ \ /' .,,- 4"x4" ..... N ~. ~ w..':~., >.90 L~ _, -. , . "'~n" , 4\ 3" W / ./ FENCE \ -~~ --~ P R N' " ............... f.J "~ V 6' CHAIN liNK FENCE .~.,.,,-_. ~ LOWF_ST L1'~I;IG FLOOR ''\1' ~ C:N~HtJ~CE ..... __ rot ' ~ ~--.-'/ \\ \ ~ OH;~___~--=-- ---pp .ww ~'5~p ~O.4;~. /.-'- SOUTHEF~L Y LINE OF SALL'S .....~'~ASrQ.. 15"; ~EN~OD -f=....'-Y-.ASPH. --..........::.,~~:/.-.~.;~~('l ELEV'=:~kz.:,...~~. .......-.--.........-1:! 610' <.0 F;'~-- 1 ), ._______~ N 00.41'45" W \ t_:.iIJ, .,JIIJ_ .' Ll ~~.49 -~W~.,---O'l'J lo-J--....~' .,......~~ ,.-/ o~.~~ LAKE~ABR'S13R~A2~DITION 0:::: EASTERLYL!NEOF in i- ~:::...~ C;; .'~~. ",'. ':~;;; 1 STORY I~.~"';'~"""~'" ':.... ~..., '.~ coNe BLOCK KENNEL " 3;' '-",' " J 9" O>\K .'1 1 ~., /.-'~ '4" WOOD . I, . 0 SALL'S LAKE PARK -- ./~~r" . o. " '-:"';.0'-->::.' ~~ ~~i!ffi~b ~UI . R'l' ' . 26.0' ;"1 ~: ~ .. 610' ,- P ~JM ~ ~ 42" OAK INV. ELEV. = 36.85 ;:: .// I~ --'/" - RETAINING T 3RO ADDITION /0' .;: t \~ N ~ I.J.) ;! -':: r --::;-. WALL 2' CONC. CURB '-1 <r: PB. 71, P 21 )() 'i.,~-:, R20' _ AS H. LJ C_OV. 15.3' ~';~;... ",---" .~ "j ':.i: ' '...... - 0111 E) O. 9J 6' CHAIN LINK ./ Q 0::: / .... :Z.::J.. cp - . A;,PH. ~ 0 :....~.. COV. _ '. ." ~ . N N "- C' . W FENCE / '~I t'\, .lLJ~AO <( f fC;'.' [f) 1;:2 ';:! , ~i~1O ." ".,. <X! CONC. cq 1"'-.' ! ,..:. - 1 ";~~O'1R MEAL~~NRY ~~JgfING 6' WOOD FENCE" " r-t I ./ ~ F r. M \ ~ a:.~ N N ~--Jo .' '.. '" KEN"EI" 0> .,.. 12.0' ., %:" '\ \ / ---- I V ..... . (n II L ~'Q 2~' 'Rz .... ~w . .' '" '''__ COil .. 7- , 0--' ~"4"X4" \\ ..;; j'~'~" ~ ~ ~: 17~', tl: _'-;-. ., N ;;~ .:iti..:;;~~. ~-- . ' ': ~~: 'l~'" ,"'~' . ,-r--'T~~-:--:-:-;0:.7' ;---;-;~~~. ".' '<'--';,: / I --- ~ PH'IE N INV. ELE~. = 3383 ./ It. -'oJ. 10 ~ iO.~5Ms, ~ II ..,. CD ~ 8 IX 8 0.0. g...... 4 '. ": 1 STORY ": 17', ':t'! ~~ e. / / J_ W. INIl. ELEv. = 33.73 >, 5' CH."-I~l U~~JI<: 1\. ~ (() 003 E) ~ .,' /,/ /' / -t I;' i5 i;;j .' ~ t ,-:'J ': ;; MASONRY ~ ..3:.;.:: ~../ / 42" OAK I':l I. 160'l l FENCE / VI) ......... -// I I -- '.~ ~~0~ . .. ~ V~xf':, .:-;~ ....<:. ~--~~.......,-:- " , . .' ~ / v/./ 0 I ~ n J r L1N~' (E~d~l @'~---- ~ . :[.:. r(}Y/ f h ~ro~/~ SIGNI-~:""" '''-'.~<..''''''~ ..~> "';"~';"," .;..~..;"\._...~AK.'.".'.."." :;..:.;'.:""c..::.... '. ,.:.,;.:..,,::.;.' L ~ !:111~~.x.-_.-: ~XOO~!!-W_._._--. 275.00' I ~~ ~,: ~ . 2'.0' N'3 t~ "~':.' f4' WOO~E~~~~E ------;;~~, ~... "L" ':':/? ~122' '. gc: ..~ ;':' " '~.:.~:.-:':;~;~;'<" ~~~ . '.' FRAME) 1.3' WIDE CONC. j' ---- . ( ~ '-, - - · · · · · · ::: i;'j 12 23' ",-d. I.":=-.7 . '.1 ' 0,:, ;. '_ :",",' 1'\'. ': I r-.::: POLE -' RIP-RAP HEADWALL ~ x \ , ,,\ (,. J -.-- x -------)(.- . ~. ~:, ) · O!\! !T 1.3 ~ << ----- ,'; . '. 'jill' \ \ ~; ......~' :':::: K~~~~:L - ~ b BARN "-.. \ k 2.2:~4" 45~ ~.29: 7i];:-~ ~;N;"~~C< - I - '- 4 ~ ICD~.~ ~ ~8~,150~~---~<f-:'N(L t",::,;~".~:.i~:"~;I\~~"""jf:I....:....:,-:-r.;-_Y='J;.Q!iC"WAL'L~""'::""':~'~~PP -R J~l/~1' \ 'I'v.; , I --IV~ - / - . W N ,'-J .~ aC'/ \\",,, .- .... .." \. //- [- I ___:..lJ -=:J f I I c=:;;::i.' LL. 6< . J Ne. st." ..-I.. .~.' ,0 6' WOOD' -__ ..-0----_- . I I , , I / d ~ br:;'~""" 5 ~, 6t;j \ t CO ~-:-:: .:. .::....:.~:. \. ,0 \ ~FENCE o~,. _~--'=-----r--- \ 10" STEEL OUTFALL PIPE I ~~ ' ,1~~)<,!-_2~.O _-=_~_' I' ---'. .' ..,L ....:.~'..x, ~-- I / \\ ~n(1 INV. ELEV. = 30.11 I ........ I , , I / A H.~ :::tl "'i... ,01:3 : 'L.~":~ '1.'. ".":;"4.<..8'<;>. /<> . _.~ - 0 ....... 0 ;" \ _;']_ J" ' .'-.......:. 42" c.M.P, ' 0; ~. ", Q,) , -J ''';' ....'........,..... ..'. /-1S - ".\ -- I L........... L MASONRY & ,\!1' ___MASONRY & . I INV. ELEV. , .16 l> . :~~ ~, ~ 1'0' " ,.....".~. :.-....:......:::.-_.::.-'-\ ", /) \ ..\ 0-0.-0--'0 .c-o---~ 0--0-01 FRAME '-,,\42 \0. FRAME PEN :1t( 10 = 20.831 1 '(0// V": :.;..'-~-'-:-;..L.-",,:,,-::: . __;.....:;.....:---~ NNlL 2JI '..: all: ! STORAI':F. \ '::'0 'l. ) " ) t' ~," 0:1 ~~;,:,':'.' :(USI~N - u. ~.. ~:.' ":;>'.: .~~. LLIt, r . aLOCK \<.f / --.." .~ / ,,- . 1 .-./" - ) ,,) 0, "\ I ~I ' , ~ ~ PF.9 ,~_~..,. " '. ~ ;.' '" \- coNC,. ,-4- 6 WOOD \ ~ ~ ..I I I ' , \ q< .i IS BACK "SOfU~~~' - -: t~lliffi:i}; : L~]'~(o:i """ ~. \ 0 0," ' · ,. u' ,. ,. ,. 32 " 23." -' .-/ : V \ j I I I '(~~~ ;I~O'; V/13 -~.'l:Au":"'...:~J .t:;....~~",~W42-t~~~"'U \ \ / IT' ~~ - --n~-- - ~~r:il "'" \. ) ~J: " 8,' 66",13" OAK ~ ~::r:;; · . :;V,~:-"i v~ f':' .:.~: ~, CONC. at.~~.~ :::.~::. 1 \ :~, ~~..~ ~ / r, ~ > J' ~I I 3-' ". 0," ,,' 0'" ~o~~ ~ .. ~ 12' ,,-/ -...- ./,.'4 ':' ..-'"r--:""""'" ..'.....:"'. ~ I \ .-;;..~'t~..<. \1'-'0 /' .......,1 q 'J , VI - ~r ' _ ~AAAA '~A _ '-:". :' .}:, ~ BL.OG. E ;: '(Q. ~.t--- - 'j;) ---> "I XI' '-=-:\~1----111! " 025" OAK 1. _' . "".: JC,..T lI:;..ll!:: v.:.x:: Y ll!::U DRAINAGE EASMENT '\j Cl:! 014" OA,K 014" OAK 6' HAN UN 1/ I 0-- - F NCE ~ C' ~~ .. ;: POND to". OAK t 201 ' ~ . f ,. ',. ...;: . ~ TELEPHONE / / 30' / r -. ~.1 E;13 ^ I r-. SO' g ~ / I l Vj I ~ ~.. ~~. S ,. ~ f:':", ",,'1~ @POlE ~~~6~~ Q ~/ 0 Y \... ~-- - r==q "" ;j x / / "I ~;' , 0 ! ~.-: ~~' ....... y> \.......;.h';2 n \'\ -r-, ~AK/\ VCAMPHOR / 0 I l,j~?J 1 9"OAK010"OAK, 'R- roo:: · ~ C) 21" 2.... ....~ .y /' \ ~ - t: .:.; I~ '::.x; ;:1 ~1 "~- '" a. 0) 10' ~ ---:;- . '" 24'" OAK <> lP &J 1 '1 c::::I }.;i~~,i?~~;::~:-' 135,5') :G L ) ~I t:5a;<t.',:..: \ \'" , '__ RJO' J.'. (>-6 /-' ~. ~"".: ~ i ~92" ~:~ c ..~ ~ · · ~ H~~m; I~ GEO~O-K PRO EO UMPS ER] ) ,'-1/ ill . i ~:L.. 123.43' """ ~ ./ v ~ --t on v \V , ~" 1YF '-V 0 '~. _t - -+ - .," .,....,,',. J / J LION' I' g r ' ~ ~ '/ ....... L 5' 20' 0 ,~ l 8..5 x L.() ~ ~ ~ ..~..,~. t2J" &; 21" OAK _ 341,7' - S. 00' 40' 42" L ~ - 12' ~"'", 5' ~ ~<1- - - ~I 1)/ t/'~-\';_io,1 77" OAK 011" OAK ~ i ~I~~~' ~CD I -. - - -.- 'TIP. F/C - ~ .;-~:11-- '0' n T - 5J'~" ST +.- II \.. · 1-( / Ck:: ~ ~~ ~:~i: '-...., , 40,5' R5' .J 0.5' CD .~~ s"\j~ (Sf} 6' ~~N'b~Llt 0 1/ . 27.8 ./ ,/ ~,/~~ ti'.O<< ~<( * !~I' \:(.': ~ ~ 25" ~~,K9" OAI< r(Y,:;1. 20,65''''' C!:54' J -@455',T.---36" - ~ ~~ '- (S ,1. , ~ _ .. 44' 11~ 27 ..._ "" " / ~ 64" OAK I-- '," .. ~3" OAK I.. 't-- ST ~~- ....,.,ra-.~ ~ru= T ~ 24.0......f"-. _. (/) -,:'.:.1 - s:,~.O<< t,,, '--REl8NwIii- 0". 0," S 00'40 4T" g~: ~~~ "-.,. WOOD mc< OOd):;:""" 0... 0," - - ,~-../ 8 , -\ 4, ::' ~ ~';4t:A. ~~" "- 6' WOOD FENCE 17" OAK \ \' \ (~ .' #,2827 :' '0; P.R.M. w.. 0.09 $, \ \ ~~ ... ~ 0.64 E) . .. ("'\ F '" \' : (F.I.R. 1/2 J 27" OAK, ') ;2 j!! LB 5789 C. 26" OAK .~~ 0.14 N, 1.27 E) . . +, . I I w z :J I/) <( '-' \1! ::; I/) <( " o 7" () AK o 13" OA,K 017" OAK o '17" OAK o 9",12" OAK o \ '11" OAi<i 09" OAK o g" OAK ~ ~ I ~ ~ :;:) i ~ :!E 9- .:J 024" OAK 028" OAK o 7" OAK 09" OAK 9",12",24" OAV () o 14" OAK 8" PALM 0- 613" OAK o 21" OAK o 0 '14" OAK 8" OAK 0 9" OAK 012" OAK . . . o 24",24" OAK o 9" OAK o 5" OAK 016" OAK 09" OAK 'iJ:J' ,,() . . .~ . . . ____~O" OAK 7)0, x----x.---__x__ x ' --- - 6' CHAIN / LINK FENCE- :<'-~--X.' ~ ~ g ~ ~ (; w 5 Vl ... " F.C,M. 4",,4" P,R.M. (0.35 S 0.60 E) @) ,/ . . ------- x . ,-\o,J~ \ J~ 12" PA\M ~ S .Z ~ . \' 1.8' S.I.R (F.C.tv' 4",,4" 0.20 0.99' (F,I.R. LB 5; 0.20 0.73 5JOO WEST CYPRESS STREET SUITE JOO TAMPA. flORIDA 33607 Ph. (813) 8n-7275 ~ Z en::> (!)o zU -en 0<( :::!...J a:: ::>...J w COW CI)~ ~ we.. ~ U:r:Oa:: 5.....m<( a::a::o::W WOen-l enzOu ...JLL~LL <(000 ~ ('t)~ ~~ - U!:!:! U wU 1-0 ~CJ) WW Z~ ~ ::> J: CJ) <( ...J ...J W Z - e.. J: L.C) I- m et: ~ OOM Zm-l LLLOLL Oa::ti >-CJ)W .....O~ !:!:!~~ UMa:: o <( en W W ...J Z U <C ::E ::> :r: no, 2 3 4 5 PER CITY COMMENTS PER FOOT COMMENTS PER CITY COMMENTS PER FOOT COMMENTS PER CITY COMMENTS drawings 9/8/99 9/16/99 12/27/99 1/19/00 /20/00 GEOMETRY PLAN project sheet dote MAY 99' C1 drown SLY LEGEND GEOBI.OCK STAIIIUlA1lON 3' ASPHALT PAVOlENT (TO BE IlfAI(MO) 8832 ........... ........ .... EXISTING GRADE ~.... 33,0 ASPHALT PAVOlENT FDOT PA$UOO SECIION - {} --- 01 0000: n__ _ n.... _-' ............" r EXISTING GRADE ....1~_"" ./ 1'r' ....~.... l' ASPHALT PAVDlENT RESURfACING ~ "1 SWALE SECTION D-D ~).' ,Of, , ~ " ;-."\ I' EXISTING CONTOURS PROPOSED CONTOURS PROPOSED STORM SEWER PROPOSED ClEAN-cuT PROPOSED MANHOU: PROPOSED N.ET SEDIMENT AND EROSION CONTROL PROPERlY LIlIE EXISTING SNlTARY SEWER PROPOSED SANITARY SEWER ss _ _ _ _ _ ')') ~ - --- -so- SECTION C-C N.T.S, NJ.S. . . N.T,S, I " I ") ~ ~ I ~ I :::I ~ o ~ -' :?; ~ .:J . ("i. e.,> (\ . v)'/ r.. I , :y ". :('*. ~ .' ':'-,- .') r ~./ ,J ,~,~ (' . tl{.... ~~~) ERe ,,:' .,) .", ," 'C, ----[~~. - ~ - -, , \ \ \ , 1 " " , -~:'''-' --.. , Ixl v) " 1/.... I. I , " ; \ \ { ---.... " >. , I)) " , \ ". -- - -'-, ," ~_l/ '- , I I I '. " \ \ , , , " '. ," ~ \ ~ I --.:c. t"l / '. . Uf-lW _"__ ------------ FOOT PAVEMENT SECTION WITHIN ROW ADJACENT PROPERTYWfNE 3' CUR~}RANSITION /~'. ...., ____ -)H ~~ :_~ '" -- -- n____ __ _: _ u:-J/,: _.-- . l.....;e........ I - $> \;', , \ \ \ \ \ \ · .- -1.j: " I I \ \ t.. / l,)'~0 \ c. 0.;" . 1> " '. " t.... ~ " . l I " .. ,-' \-j' ....--"...::i:, -r......, - ,....... -- ----- --~:!:- ",' ) , ~_~ C" v\ ! -____. _._,~_ '- , ;,. ...... '\ ' t.\,- __ __I~<) I.,"" '. .. } .. - - '-'r-) \ i ---- .. _~ _ _ " ,'\ .J 1....1... ~. ......) , - I') )_.__~_1__ _____ - - - _.__ '_lli\'Il __ - .1-.. '... / ,...... ... ":':! 278.0Q '/;' ______.JI__ ~ ,. \ ::----.-.....- \ --.-------- -~(,HV" ---rl() -- -- . Cd.J1 ," I ::~ l~. ~(, v' -- ----- l~b -- 00.41 "4'5" " ,-' , . " ,- / '.... T, '. (.) .. , w " " -- --.--- , - f _____ \ ______________ u, I! /,- i F~bT NOTES: r r-m-u--- ________________un_____ .__u____ ___u.~ 1 ! } i ' / ,--. -:;- -',r-- __,._J._____ _. -1.i All..DBLVfWA'I1S -SHAll BE CONSTRUCTED PER FOOT INDEX NO. 515~ / I ' " .. I ' I ' !---:-:-- _"~ '-.--:." ;---- ,~----i'-lH~~-e6m~qT6~ SHAll REPLACE AlL DAMAGED AND/OR REMOVED IS'&EWAlKS. ',~ I ..~. \ ;..~~\ ,< l : i~ i I / ; ! C~) _ ,:.'i "j 3. THE CONT~d:ro.R---SHAbl-COMPl€Tn'f--REMOVE-l-HE-;EXI~'RNG--()R1Yf'*YS WITHIN THE i i ,_~l i 1 FOO. RIGFlT-Of WAY-NID,CONSTRUCT--NEW -ORIVfWAYS;' AS --SHOWW'Ut-fHE CONSTRU,elJON ! ---------- -- --'r-'-' --~....-. .-.l '1 Pt.4NS. THE NEw PAVEMENT SECTION SHAll,MEET FOOT STANDARDS, SEE THE DaAll I ,r"- <_.' .'l SHEET FOR PAY/EMENT SPECS. -' I P ..~ 1 I ; i ,,', I >i ~~ .\ ., " / " , . _H___ - H_ .---- ----:1 i" ~ --7-.'Ik;~~E_ ~QNr~c.TQ~LS!I~~ BfP.~~E__Al.kD.lSIURBE[LAREAS)VJrl::llN-IHE.,fDQt Rl~HJl OF "J IJ r-::';-r:~~-- ~~~__.~T!!_ ~~~.Jl_.~!_ rrf:';; u -.- t~'._ ---------. --- ---"~ =---- -~--' _:... --~~: A_____ --1 ,'1 i i~:::-=-,==-f-~ ~i 5. THE DRIVEWAY ENTRANCE AND INTERNAL MOVEMENT HAS BEEN DESIGNED FOR A ~B-4Oi I-L _ '.1--.'/ < ,. i (40' MAX RADIUS) DESIGN VEHICLE. 1 ,,':( ^., \, <..,. . \ )- , ":::- ,'9 / , , , , , 1 I I I /-' ,. ~ ~). F r f\ I ry1 " , I f, , I I' , i 1 1,;:) ..../..... / (- \--: t \, /' , ' 't) - \ _. ;.; '_ I ( I " \ " n -.,. J., ',' ~', ,/ .: (,' -f' "./ N, 100.41 45 \~:.W ,? '-::_.;;:..:~.::::-- - ___-jj:-~ '"<:{), l_ illUii. '~_JIt---!~-:;!r~?"-. ._._ , r-L_ ____..___=-_~_~_.~. -.;-' :. ". 0" ':)J\b~#-.-~" --- .I ........" .,,~-- .-- ... ..... ...../ // ,/ -' , / fl, ~ /.., ( / .' , , , , ..... -- --~~ - ----.....-.. "...... SAWCUT EXISTING PAVEMENT MATCH LINE AND GRADE WITH NEW DRIVEWAY SECTION PER fOOT INDEX NO. 515 SEE DETAIL 11, SHEET 5 . " ,\, I ., J' " l~ ;~- ,)( ~ ~// ...... --- " { .,- , -/' , I ----- /' --..... ~-' ~/ \:"'/~t: /// --... .. ~- (',0" .. .. ~, ,;.,t'..1 (j/ -- ....,-- -- .--.----- -~...-.~ -' --' .- -- ...... -' )C\ -........ " --- --- -- // ,- -- , /"f...""" ~/ ~~ \\ / I L.,L ... \ ,),., I --.------.--, / ~/..., ~.... / / / ". I / ~,," / I I' ! , // r--...,--? i' // ,'<:l I /"j / ... ! ~ I , I '"',J 1- I i i' " ,{ , I i i, ' ~r\ n r... l " - l{..).:~_ .. -.:$:'. .....,.... (~\ -' ""..-0 - - -\ \ f,':f.' sg ...:.:2,) . J ,., /' ---'- .)". ,,' "'7(\-- --.- ./ .....;..:' /,.... r, tx~ ~ -- ------'" 3' '\.)~~ ' V /' .../ " _....~ /,..:"'- - / /' y ,/ // " ..........- - ...... .' J/ / ./ / ---- I' _' ---: --.-. :,::;- -- "i' 1/ I //( ! ,/ ,.- / / .- .......- .. - - - / _.....~ / .......... (.. ;c _?, ,- ~ ~~) ;../ /~ ....""~ ,..' /'\ ' /' , " __.~ __-e-:),--,.--- - ,~ .- -- i (.,,'). ........~ .c;.:f..l .......~ ~.' ", i> - / 'I"C(' .~--:.;..~- -- _.- ~ - ,. I, ~, ~_....., ,/ / " l..;J /' . _._~-... I J"__' _ ___ .... ~. -- -- ~ '/ .~~, _......-- > / / ....... - - --- -- -- ----..........~ ,/ -_..- .'C ~ -.- -~- _...~ / / -..-'-.. ..~---- ..~ EROSION CONTROL SEE DETAil 4 SHEET 5 _J1YE.~ .----- - ----- - ---.. ./ --- " r5; ~:~) - - -- - .. ~. /' c...)\ )X-......... .....'" , ......- /" V' ::. ' -1-1"'~------.- -- :;-- I- .......' ---q/ . \'1.' , ., ..-~;- ~0 /\.' >~ " ...-.~ -- /' ----- -- / / 210 L.F. ~_ SWAlE-o --1% 'MlN-; ____MATGH'UISTIN'G SLOPE ... ..-"-. / Q/ eel) .-"~; I . - - 'j REPLACE 5' SIDEWAl1f ~TION (REMOVE AT NEAREST EXPANSION JOINT AND MATCH.. TO GRADE TO PROPOSED DRIVEWAY GRADE) lYPICAl FOR BOTH DRIVEWAYS ,. 6. ~\.~~~;-'LJ. -;:. -24l'--MtRADRAltrS660" (1' W/6- ADS PIPE ,', I; .J ~ ::> ~ --> ......", ,/ I, / , , i, t .I... . '\.,.) ',. -- ~- - ..---.. --- 32 .................. 31 ...." 30 -' 29 /1 i~ \ I i\ II . II I : I I / .~' , '/1 1 I I .-.'-- ", i I I y. POND 1 T,O,B,= 27,80 D,H.W,= S.H.W. 25.25 5' ___JITJ:O l__S_~~lf _~~ 23.25 --- '-. / , , '.:::- - .' ~ ..~. ' " SAWCUT EXISTING PAVEMEtiT-., MATCH LINE AND GRADE WITH NEW DRIVEWAY SECTION PER FOOT INDEX NO. 515 SEE DETAIL 11, SHEET 5 __/ ,....-- fOOT PAVEMENT SECTION WITHIN ROW "f') / ~......- '. '-' 3:' CURB !~ I"~ '^ '') \;-- / / \ ( , ~x \.. x / o (J) L.() o <( o 0::: W r- <( l- (/) 's. , v / / / -. < - ------. ---- t 6:1 SLOPE TO t ", EXISTING GR@E ,-- "'@":::;'1"':' '1..(~,,:lX" TREE BARRICAQ~ " "'-' '~~;"~~)~f---'-:,~- (IYP -) - -- . :-.\: _ 'C ~ l;l_~~ _~ --.... . ...(,> ..... - -----.- - _..-4~:' ..-.-JI!:.__~ ~ _MIi __ ~ ..a /",r 1- " " t, ..- \', /., I - " , ,..,'f, \' '-"..(,:;' . 7'X3' (21 SQ. FT,) ( , SANI)_ CEMENI_ RIP-RAP __ . '. ~,,- ----:5f: .'~ SEE SECTION 38 M,E.S,"J11 END RETAINING WAll INV.=24,O (SEE STRUCTURAL PLANS fOR DETAILS} 7'X3' (~1 SQ, FT.) _': ,:,,' SAND CE~ENT RIP-RAP , :-. SEE SECTION 38 / ---~-' -_.~-~-~--- -...... -- ~ ~--~ ~. / /' . - START RETAINING WALi------' (SEE STRUCTURAL PLANS FOR DETAILS) / EROSION CONTROL NO FOOTER IN THISI?" LOCATION, USE LINTEL /, TO SUPPORT RETAI~!NG , \ " WALL OVER ~OTS NO FOOTtR IN THIS . LOCATfON, USE LINTEL TO SUPPORT RETAINING WAll OVER ROOTS " " / TYPE 'F' INLET '>> . RIM El. 30,9 ~." I.E, = 27.35 (W)'~' I.E. = 27.6 (5) ,. I.E. = 27,10 (N) SEE SHT 6 - -- ,.- ...-. --~ I I I I I .' .-.--- - -- -tyPE 'F' INLET RIM EL. 34..85' - l.E.~ 31.30 (N) \1'- 'I' ~r SHEET 6 I i l I ,I , I : /, '(, I ',10,,"' I j~:<:; , / .- ./ ,....."......, , ' , , .".). -"0 " / I ..... _ ._'" _~ _...____ ~__ ~. r" ,":' ..........- / <f' . ,',,, ~ / / , " \ ; 1 ! "' ~ 'I '1)..' ) , '\ .-. )t , -' /..,.. .~.~.. -\ l< /, . . i I ('Ph ~ ,~ ' \,~ ~. . .' \1,< v , ': " ~~7 ~ \...~ -) ,..- .:- (..) );-\r.... Co co 9- N .- en ~ ~ N .- - . 5300 WEST CYPRESS STREET SUITE 300 TAMPA, FLORIDA 33607 PlI. (813) 877-7275 ~ z en::> C)O zU -en ~:5 ::>....J a:: alW W en~ I- WQ,. ~ 2J:~a:: >1-10<( ~~a::W WOW....J (J)ZOU ....JLL-q-LL <(000 Q (\')~ ~~ - U~ U Wu 1-0 ~(J) WW z~ ~ ::> J: en :5 ....J W Z - a.. J: LO I- m a:: 'V 00('t) Zm....J LLLOLL Oa::r:i >-OOW I-O~ ~~~ UC'?o::: o <( w w W ....J Z U <( ~ ::> J: no. 2 3 4 5 PER CITY CaMMEr PER FDOT COMMENTS PER CITY COMMENTS PER FDOT COMMENTS PER CITY COMMENTS drawings "9/8/99 9/16/99 12/27/99 1/19/00 /20/00 PAVING, GRADING, AND DRAINAGE PLAN project sheet date MAY 99' C2 drawn SLY ~ "'-ci /iiiIIi , ~ I .~ jj -)1 II' ~ "", .,r;. ~ _/ - -:- \ \ \ \ \ , \ \\ ~ < ! I' \\ ,,\ )\ II f \. n I I 1 , I \ ( pro dot dro ~ NORTH LEGEND GEOBlOCK STA/lIUlA11ON ~;;;~ ::, ~rm' :.' ,} c; ,..; ~;;:"} \'.1 t. ~~i.'::"":""":' ~ l~QJ m SCALE: 1" :.=20' ASPHAlT PAVEMENT (TO BE REMOVED) 20' 0 L--~.,J 20' I 40' I ASPHAlT PA'OENT FOOT PAVEIIENT SECTION ASPHAlT PA'OENT RESURrACING I EXIS11NG CONTOURS PROPOSED CONTOURS PROPOSm STORM SEWER PROPOSm ClENHlUT . --..\ -j '\ ~\ \ ~ =.:.:.- <00: II / \ \ \ \ """"'IJIE 1 ,....;, ......'1 \\ fl \, \\ ==_SEWERSEW[R --.-.--:--.- Ii N OH~;;41'45::~CMW-) -OHW- ___ / 278,xOO',,,OHW- -.--\ OHW-\ ..OHW- PP _ ~, ~ ~ .,i I ~-.~"'i"i' " ... l.. ^ · - - 'J" ~.. ~. · ,,) -----+ -OHW___~ ) )~, " ~I'.~.,"?;',;~~'.':,; .....j..~~.._j... _ _ ~ I 15 / / / ~OH:r-t--~OHW___ ~ _ / / / I / / ,/ I ( e -""=- -~- Vii --:=------____ ~-- _.--/ I / PALM. _ _~ / II / ' / / w--==--~-- ~ ------------ I ~:.'. . '.~. ..... .. '. . 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I / 2" GATE VN.!/E NO flUG :;,.y /// /_-----~:~ X ------:_-------,/ all..../1 /// __'-' " "7) II CONTINUAT/IO~} 7 ..../ / ~.- /./ /' 39 ----- / '. . /-=' // /' ...-.- -- / / ,-.--- / / , ~'/ ,. '" / 0 _--.'---- ......__. ./ ,,/ ----- -------' "," /. . .......: <:. 1" eve WATERM If(" ________ ----- ,-------- // ..../- 3~''''-- .,/---- .--//..../ // / I . ' . . > '...,\ po SER~;_' TING .!~t1TY) 0)( __.--------------- ~/ /'~ J2J/ ~1 /.--- -/~-- ./ // //'/ iItRINl aasac ,"v'''/ '.' :/.".Y ..-- ~,/ -- 0 '} 6 '/ / / / "~7-' 4 I.'"" .,' 0 .../ ( f' -a! A / / ! "---'-.- ~'. ~~,/~~,.2' ~K).,::'" /-/'---x-' 321 lJ..-OF-r-'--// LPy......-- /.-- . OA~"./ . ....;,/CA-MPHOR ~ro / / - '/~ WM ..--/ / / " '. ''''. ""..--' ..-,/ ~' 't' ------/---- L_ -----x.~._- //' --/' // / . . /' ....-.-- ,_~ _-----yp- 0 // ..___--.----- / / . / ,___-- L~- X ......__-~ _________;~ / / ...-.-/ _~ .,./ :.t: ,./ . ..--,../ .--/-- 0 ___ ,,/- . ..___ "fr-- ~/ ow - --- ow _.,/ ./3 '. 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I . ~'.'... ~ ....., '. \ S'::= ~...I : '~J \ ~ 17:-' ~ ~ ;'.1"-- \ ~ ~, "~ ,~-- \ \::. . L~O " .U------------- : ~ CD " ~ N/ -cc ',' ",/,.... I // . / .../" / ~ : //'" // ,/ . ../. \ ~// \ \ \ \ \ ---'\ ,.'" \r. .' ',/'" \ \, -~ I .\---......, I ~~---- --;'1 i 1/ -7 ~ ...J 5 I ~ ~ I ~ ::i: ~ .:J -- ..--.,..-- ,../ 4 .... . .... . "."" ! 4 ----- ....--- ......--~ 32 ..-- ~~----_.. ----- ----,~_._- ---------... / /' ;/ // '\ ......------ .--'- ow .... , ../",/' /" ./.... .; a '1,. tEMP. ''').' . . . / / ,,/ '" ", .'_. ..... -'--~->.~~ :~;:;-- : ;': ::' -; " '" //. -- , ';" ,_ .1 .- .., ..~ -.' _.~ ..".' ~.- .' /'... / / // :.1 'd~ <;" F -- 26 POND 1 $ ----- . .~:. .~. ...... ".,.. . --------- ' ,. .' /--< ;--.---::.~;~// ; !.'''' /":.. I /' r.';.:; .l\~,:'1 j":. .... ; ! !..-; ,:"::-:',""t:::- ;(!' EXISTING SANITARY ;SEwE~:'~::;'''!''- .... J.>}' . L ... . ~ -----27..-___~27.8 .~~___ , -~---_. =2'5= ,......./~ /' /' :z:. ....-.--/ / / :x ~ T- $T /' -:'>1 - ~ ~ ----.--.-,--..-- ------ ,..-- . . ---------.--'---......... ~..--- -------- ,-- ----.-' .----.... --,.-"'- ' ,_________ '______ _- _______________--- _______________. ________---------------~ ___________ --::::----------.>-----:... tONNECT ~ EXIST",,-MANH ~ ._. ___ ____-- ___ ,..____-- __---~ ---' [r:-~:..?, 3 '- ' :. ..1,\ / (/ -~ ~ --'-- - -""-... -.. -- /./ ----------' / / '" ~ --- .---- ,."-- -- /..' __----- _____- ..--/" _.------- - /~---.---- // () 010" OAK _...----- .-// /_/ ",/ /' 13" OAI< J ,/ ~.. -_// .--..--'/ ----'" --------~ ~ .,/ .----..--.- ....-.-------~ //.-.-- . ---....----- --- // ------ / ---- -- -- -,---- ------. /-_........- .-- .--..----C ------- c:) ~--- 27" OAK <:::::"'......... U 26" OAK -:----. I ---=--::-~-=->('-:...= r-__ / / RIM EL. 25.30' / 1.[, = 17.80 (NW) LJ I.E. = 17,80 (S\ J I.E. "" 17.70 (Nt)) ................ ,..,/" ----.~ - .'" ---~,-- . 1 ...,' C) L o ()1 17" OAK I ~.I/ 0* ze ~o:: (/)w ..- I- X4; llJ .~ ...._....~ v. ~\ r-' CAMPHOR mEeT PROPOSED 6" SERVICE TOXI~TING_SM4t. MroN'---.--'--' (CONTRACTOR ;r~_-t4-"-'1JAK '" MATERIAL ~/PIPE) EB "-..,'......,"-. I 7 .....-- / ~ /----.-...'" /. EX. MH#6 "', /' ,/' ....// ~/ IUJ If:. l:J (/) 4; () '- c:!i 8 8 ~ ~ ... o 5300 WEST CYPRESS STREET SUITE 300 TAMPA, FlORIDA 3J607 Ph. (813) 8n-7275 ~ z en=> C) 0 Zt> -en 0<( :d...J 0:: ::>...J W mw en~ ~ Wa. ~ UJ:O~ ~I-m<( u..O::,yW WOu.....J enZenu ...JLL~LL <(000 ~~M~ :r:W - U- U wU ....0 ~en WW Z~ ::E => J: en ~ ...J W Z - 0- J: Lt) I- m ~ ~ OOM Zm...J LLLOLL O 0:: .. en 0:: ~o~ ~C!;s: UM~ o <( en W W ...J Z U <( ~ => :r: o. revision J~' ,. issue dote 2 3 4 5 PER CITY COMMENTS PER FOOT COMMENTS PER CITY COMMENTS PER FOOT COMMENTS PER CITY COMMENTS drawings 9/8/99 9/16/99 12/27/99 1/19/00 /20/00 UTILITY PLAN ject e MAY 99' wn SLY sheet C3 ~ NORTH LEGEND GEOBLOCK STABILIZATION [Gill':r;-r~-::~ClliJL! :.. ~~ ~':; ~':~ :.-: ::~~ ~:i :.... _ ._' <,.I I.J ..._' l' I ,.... .'_. :.~ ,.~ ~M :.:' ~ r)"C'-oDl . b.Q~ 40' I ASPHALT PAVEMENT (TO BE REMOVED) 20' 0 l.--~-~ 20' I ASPHALT PAVEMENT rOOT PAVEMENT SECTION ASPHALT PAVEMENT RESURFACING ~ SCALE : 1 "==20' 50- I I EXISTING CONTOURS PROPOSED CONTOURS PROPOSED STORM SEWER PROPOSED ClEAN-our ST _ /---- ::, ALL::' LA K t r A k K PROPOSED MANHOLE: //// U f\ll T B ~ -- -------.---. PROPOSED INlET '" -~ . / ' ---------- SEDIMENT AND EROSION CONTROL II \ -----.,- 25 PIlllPERIY 1I<E "\ _ ERe \.~ EXISTING SANITARY SEWER \ -~ _-I W \ ~ PROPOSEO SNflTHlY __ \ '\.. J I \ \ ~':3~; ) 2' CONe. CURB ~ ~ "~/ ~g~BE~~~~T= E~~V2n= 41.42 "," / \ \ ~~ '0 '" ~ '\ THROAT ELEV. ~ 42.10 \ _,:' t.<-,r\.i,"" ~ ~ 2780()1 \ \ OHW L "- LINK FENCE :::i'_~',;';: :: t ~4,.3-;- .. I" \. · · i 15" p~~ .~~ ~ ,-OHW- }/ /OHW- ~ "'...~:::-''- '- / \\\ ).., .;. f ......_~"..-:. LOWE,~:T LIVING FLOORJ . 6' tHAIN t: / / i:,) 0,,3' / 0 --~ > ", ", :. ?;'. '.,. ELeV. = 52.02 :::: W LlN. FENCE. / / miL, / 6' WOOD /'------ OHWf- / " ./.. . 4" .' .... . ~ 18.7' ,-_ ~ . , / .-1-- VJ I 0/ //'1 /// FEt~CE' / ) ;---J \ , . '. , . . .;;; 1 STORY .. ,~. . ~ · 61 0' - ----1 II nJ / \ - ,/// ./ / /' OHW_ " .; .; '." '. R MASONRY. . ~-=--l.: ..::>~ ..~~~-..:', ,~;. (0 ) . ~' / O.4'~" \('/ __/,.// / \ ~. ~ -" EX!ST!'IG RI.~ ELEV. = 39.36~, I ~~'".,~.. ., ,:. :. . 4'.. EMOVE AND/Qlt REl.eCAiAK ~ ~ . "':"-:-~~~-T . r--: CONC, BLOCK KEN"lEL <0 / F' , I / ' ,~ ~OHVY-:::\;:== J.?_R.C.P. I~ INv. ELEV. = 3616 \ COV. . ~ ...,. ., EXlsnNG IotETAL HED TO lli' 26.0 .)1' ~ ",: / .C.M. " /' '//N 00'4 'M-" \ ~ - ---- -------- . INV. ELEV. = ~---- \ ASPH. :;~':. :' ..' Of 10' OfF1:M PROPER A 1J~E r <-; ~... ~. 610' - 3"';3" /3. ~ '~' .-:74 -- · ~ ~: _5 .. 't! :; \ ~~~Hw=--2-4---9~-------~--;;-- -=-::~ ' .;e> ... cov. ,'~' N " . .... ...3' CONr ~ ;----c-- d ~,R.M, c~ 4' . /. ,//' 9 O~ . -,.- '. BP--===- (I') >Wc.o .'. , lX~ CO"IC ro ....... .. . N N ~,,,. , . .. '020 J 0 OAK ,/" ,...-...-. ~ I. ~ ' ~~_O"" . ::J-'O . . . '" ". . _______ ... ,.' /' ,.' /.. INV E' c ,/" ' ...----~x. J:!... . v_) -- ../....-------. ....---- . ---------:-- [ (f)15'" 70,.0 _ COV ~. L 12.0 ~FLOOR ELEV _ 51 ' ," 0 :/ /' ------.. ,0 --------/ ~.------.~- ,. '<!s "'J ~ CONe. : . ~;/., .~ . - .07 / 6' WOOD FEr4CE - . I 7 / ,/ /,...-...-- ....----c;j------- .------/..---------- Ou. . .,,' . ~..' .' '-c-7----------L / I" 0' ,/ ,/ m ...J .'. . · ,. " · ,,, , .' . '--"0- - ", / ~ - ---- ---- . //- -.-/ 39 -,- L "CAGE .. x~::<~:. . J: ~ . :;,=". . .'; :1- "' ""I I l /...-/ ",/// ----------------...---...... ~ '. - _ ~ . '.. '. . 'l,' 24 ' . ./' ~ '" 5/ I I / ----,--- r--- 38 / ......~ .. '..' . . ..... .1 I '. ..... ,. . ' . 109.7' " J I Ai' l' /../ /,/ .....--- I . . . .. '. . " .'. ., ~ . '/. .. . . . '. .> . . . ..' ". I.'. . ~_ _ :' 'l 42 OAK / ,,/./ ../' 0 / ------' , V. .. . .' .,'. '. /" . , . . '.. . . .... . ..'1. .. . . ..' . . . . . I .. /"/...J / /' /' /' ' ,-"7' 6 0' ;';..: 4' "'000 ~ ". . .' :."; ".. ..' 40" OAK ',,! :;.. ,/. .' .' .'.' . ". . ' ;; : ___ .' .'" . j/,'/' /0/ '" / ,// --------- r-- 21" PINE ,/// EXISTING RIM ELE~. -- 7..7 83 // . .' I FENCE ______ .' .5' '. '_ . .:~' ..;' ... ' .J.-....-n:..: .' ;' CONC ..... .,.'. ';.' .- %' //------~ ~ ~/J6.'{j!--==-IT-. 37 ----.-.---,/ wr~. INV. ELEV. = ~.3'83 .~,/ '..: KENNEL ___.,..." ... ..,... . , ".' .., '. " .. .' . /' .nm/. ----- II1\L-U.S - '<" >- 0 .' 4" ~ L ~ . . ..' ..' .' ,--*.... . . .. .." . . 6 .. ......,. . I' ""'-'" / 0 /' ~ . - O~. I 3 ' ,0. 4 0.,- '. ~ /".\ 01 ,... .-. ./. ..... .. ...... ....... .' . /'...---- . /' \10';' ,..... ': . . ~ .. 2.2 ., ~_ .... .... ;. ". . ,.' .' -----......-- R /''' " 0:;: _.' " :..' i--- 76.0' . ~~ . · / ~~ 1. ELECTRIC SE,llVItE RELOCATION / // 8;'0 . I ~ ' ;olC BLO IZ~N1'1EL "'.\..... : . .... '\ ~ -v ./ . .. ".' - ,76.0' :: A / / / // -------' ELEClRfC SERVICE PROVIDER..// '-j-::- ----- -------------- ~TINB'" \ : L1 ~ /i1' ~t. GO,' ______) ,.'~ " ;: "j' \:.\ //0/" . ~ CONC. WALK .'~''- ~=3" . r /1/1 / Lt//~/ /' //.....-- ~~ GAS SERVlCE~El ;ATION-S.---SHAllF;;:ME ,; 36 . /...--------------.. /,," ' ;;r .... . . __-." . . . \ / / . ~ - ~ 0 1M / >"t.Wl.ElEll B coalE " ./...... /" " ,,; .' ~ E OCA ~.", .;. ...;.' 9', . ~ " //0' ,// jO /'/ 6' WOQ[l, _---------- ,c:- PI / /./ --,- Y PROVIDER. BARN .// 1.3' V"IDE ("ON'~ _./ /', " " .r / f'O E8~' . .' .:'" .,....... ',;,.' ' . / FEN9I'''0...... - -" ____c::::- ,-I- 5\ / ........---- 3 SURVEY D ' -- -' ' /..../ RIP-RAP HEADWAU~ -...... , '_~" .'__ ' j,(B ~R ,.;;.,;:..".......... /"/. ~.: ~~~' / / / ~-J .-ANoEUlOn~PROVlDEOBYOVERBl:CK _30- .,-- ...... ^ / / " . .-c-:-'. ifi 0...... .. . ~\'/ /(S.;.. _ _ ~ ~,,-\ ----y //' 1/' / .. J ,----- D DAT!;~~-~ ....-~., PET ;\ :.:n4:r,::'.;~4"'::':: \.~ \./' ,/" I ~\\ 0/0- /'L ,~/- ;":..-/ )\/~ 10. /./ - /.. 4. FENCE REMOVAL TO BE ~' r; UC: EUM _ ri . .~..~ '.:'1": ~ ~ coNG. BLOCIZ IZEN1'1EL I~b l'-4.' /0:4._ / .' /~O /.9~-11=-:b-L-O-J1~ol~?S<JNPYIO('8' ,/ 0' ,/~,...-...- WITH THE HUMAN!: SOCIElYCZ'RDlNATEO /,/............~ , . " ,.,. ,yo. ' ~I r/ -----..; /.------ y F~tviE -'A40"0 ,MA< R) & ~CURI1Y DURING MAINTAIN / 15" OVE EXlSJINt :' '. REM . I IS~NG '. I \ -< ,..1:---'-~"cr c" ~/..... 6 ~ _ WO?D . /....----- //1 ,...8TORA E / '.'.. " /' .AME PEN ' /',/ PERlOO.______. CONSTRUCTION -------- 34 ~ ,/ STEEL OUTFALL PIPE / II' ,~IC ~RB~ ; "._,.:,. ." " . ~8'\ L-~'-~ 4:'.. . . ,1. ,';..---_- 0 O'A.K /' FENCE \" /./ /____/ {~ .//7/' . '" --1 / --,------- INV. E' cv. = <)() 11- f I . _' ",' . . j . ' .... , 0, ., I \ .. / .- / / -' 7' // ~ .. /' . _. ,_,: ---is' ,. _ ,...'. ....... .......".. .\" r ~f/ I ~:)..? // ,/ ///__ ,//, /// /,/ / ":./..." ,,/ /"-- -------'..... // r I '///'///:\ fIT5' ,,~~-, .,?:~ ", ;:~.,,-;;oO_ Li< \ \::Aoe;:i -~O/ ~ \\/ //,// ~-----:..A>..-6 ~ / \ /,// ,,// ~ -------//'/ ~//' ;I, II' .// II. ':': /-:... '_.~._'. :\-------~Y' coNC, BLOC\<. \<.\:..N; L \\\\.\ if} '; / 7-\\// ,/// ,/. //' /// ./___~____- ///~/,2 // / / /,// ----. 'EXlSnNG PEN-.33 ----/ //("'// (~. II _ ." ,\ . ____ .' ~., I / ",' / / / ... ' -- f. .y?:..',. .' dAE;\ _~~:..;'o;\~// /'\/(1 ../$ ././ ......---- / / ...-/. ,...-...-./ /---------. "'I ......-_______ v .... . ..' ~. ~s ~faiI~ .'~ 'Y"'I '\ .'.J / ~ ./'.:< / / / ./ / /' /" / ~ I I ________ _ . ..:.: ".~--f' ~ OYiNEir. . ,. ~~-'r--o Ix ~ro / / } \~t ~9~p ~ {/ /.,/ /// //\/// /// // / ' , ~-- I I;, ,_ ' ." ; ,/ . , i ..... . ..' \ \ " . , 1- ." f' t',. .~/ \ / I /-' / ' /.. '. ':;.' ' ------ > .>' . ';. " ... .. ___________~ / ...'-0 /' \ ' '-2- /, ,./ /. / c----..' J2 - -- / "- ' : ,'. .-:' . 'SlYiC LAi'\lRIlDIDV ' .; / ~ ,-^" \Z~. -,,:,/ ",' ,.----- \ 11> \\ 'i t- ~ / /,// /'" . ,/ / --.... . --------- ., ,~ ' ..'. _ ..' ..., A . . !lllG f'A'(fJArnF;;t./' '" CONG.~ r\,,6' / ~-".~,'1.. C> Q,! \, / / / / y. /,/<~ . . rRi;l.tOVE EXi5TiM6 '/ .. (' : ~G:=-~-. ...........:\ ' ~ ': ;;/j:", . L," \'.:v/'"-~~ .~ ,~)(~1o'?9:<~/'~'- \/ 1/ / /1/ .......__/// / '\ ~'\ '. ,/ ::,':'; _1/...<l;,,~ TREE -------- --------. 1 \ t,t ,"',J~l \ '--'::',___~_:~$'_..___'- _'.__:_//~-:. . ...., _.._20_2' i A-~}- fRh.'_ o. ' ___J-// /" ,,', ___' '/", \ ,/1 '. '.~.<.,' "'c,,..r -"",.,.,... .,'" ----- : \ ., . .,' , / ~'T- . .. ~ .. SLOG 0 _____ 0 I~ " _' ....---' . . ,/ji1'.r':'; · REMOVE EXisn~G' PEi// 'c, ",. '''---, / ) 1" I /' ' .> ' .31 --- -------,/ ~. 3=ZW .. t " .' ....,.' / ' - .;j9Y L1NKJJ:~CE ~_~, -~'-o-- (t,~ S()EOR~ICE-) -~/J /:: /1 / ,_' j'" .' ' .. . ---------- ------- / ,I I ~~~ ~ ~;:, ..... y/ ... \",%\'" ./ / \ '_?/ t' /// /1Y~ICAL~v, j / J;,// /1 " . ;;-",.-----------------/"'/...--- -------~ . ,/REI.1OVE EXlsnNG PEN /.1 x:L5> .. '~ ",:,~Y'~ I~,: ~1f~th.OCAtta EXI~~lELEP.'JOO~i: 0\__________ ....,/ / ./' 39 ------ 36" 0.0< ' / >./~ REMOVE AND RELOCATE -----------. / /' '-' >..= , .:-:-..,: . "'. C/... BOWER- \'BI.,V POW ONLY' /-4 ........../' 1/ ________ ..7 / / /' . '. . . >f I II> '" ;:: .. C' '." .: ... ;;:/: ., <BY9~} ~ SER \ -.....~ .--//" / 4' I' ,,5"'--- __------ /',/ ./,' /' /. fXlsnNG POWER POlE ~ /1 , 0. VI .......... ~:;:.-::'-;.J...----~ > '. '4' ~/:: ClZ // (\..,// I __----- ",/"/ 1'/ .. ._'--- ~'_____ // / // . / / BY OTHERS) :.,.;/-;:,.- 30 ' ---------------' I 00 _ ~ I"" "'~ x "()...o " / /' ---' 0 "... --------------- \. >\C\~ _/-W'~":{yREMOV -EXisnli(; 6' FEN~--x) A"c:." '." /~' / / / / 1 / // ----------~ -------------- I~ "." .i3-l;' O"\K REI.1OVE E 6' CHAiN L1NK~ } .. ________ ENClOSURE POND . ' CONC XISTING-....... FENCE/--"" :::;: .._ .~6" OAK" il' _ );!~"__~.'. _--- __-/-:~T~ER AN~ R ~/ Cl RWA~~ .----;--:-~- ,,// ________//// ') ,/ / 1/ HAIN LINK f E -.. '. I /,' ,." .. ;"-.. , . '. AND WOOD ,FENCEr-------c-... 29 -- AND ~RSLAB ".... REMOVE EX~x r/f -..... _ _ /. _ _" /' '____ ...... ' .~8 ~ ' ~ ',' . " ,'A,," .."..-r ',' 5:' ,...-...-, //,/ /'/"'/ .......--.;g /"',/ /.. ",-,' / 1 // J "'1 .~.:' , i ,'''''J':' ~.;". '. -~ . // I w . 0 . __ ~ i"'; ~ . ,Ji. :" , ~/' . ./ / /~HAIN ...Jr' ----- /"" ----- .. / / /' /~" .~--------------' '. , ,., .. ."., ...." " '. ,.' ". , .....,. " .. -. c ,,,........ .-2 " /" .................. /....----- / / . . .., ~.. , ..... -- . ....' ",," ,/' ", ~~_~ ,'~/ ~EMOVE EXISTING_4;j::>-:~~~~(S~,/' ....../----- L1~~7/ ,/,// /// ..;r/'/ //r~~~G / ).... (<,:.\!~:, :~>":'..,:) ,,/p;~~{~------ ~y,;------------- .:\ ,S/:, 1/ '------~ vi '-"~ \>.'\ '-''-"" t K / ( -_______~(,,::~ii.;'.~,' :' f~~~, \ 17" OAK,J' REMOVE EXIS11NGJ ;',J;(/r I ''--. / . -<: . /; ~ 11" OAK . WOOD FENCE c." ,. y [..--1 ' Z~::J.~ _~t:-\}I/: _~ (BY OTHERS) '. /../ . ~ /./ / "0. 1/ if / ". '. II( REI.1OVE EXlsnNG .. --.:.::.~..........-; ; ......-------~ 27 ~~ ii., .........--:;;::;::.;. -~:... ,:' ri. /1 / .... /~__.. _.-.J-'/ 7'\' ../ ;.. .. . / f ,/ FRAME CAGE I"'{ ~ ;c... .... . " L ,/"G~ I>;' /'/><1~~~~/~--X~':")-" /~ ) .' :OJ' / ~~U~X~~E './ 'i" ..' ',.,,} ~ ---'---';'-;i'i~<i:i:~ j" ',',j,\\i~ 0\: --.... / .......- ,..../------------ J-' ,,,." '".: /'" // _ .. ,.." I / .' ". /" '.' " . /", REuO REMOVE EXISJlf:IG-:- ,:.a~;~.~;,.~:':. . { ,~ //iv//ri ///:.......-.........{'~=.t..i,~...J,.=..::_.~~:~..-:~/~... .." ;1....--..")" ,uH' ....---/"/ /1/ //'J~7'/:>'SE~;I~f.;A:/;Z" ;:, ~~ ...,,-~/' 1~/2:U~~GE=~RCH ~~~~ --~--: / y '{. ~ :-,~,K9" .~_ .. i' ~ . '. J // / // I ,"ocr/' J _ ';;:-'/' WOOD FENCE ~ ,:,,&'; ---------------~ c."REM~/~~G PENS /~,~ / / 01"" ',/AK , 0 ~_ . ~/' / / 1 SEE SHEET C3..ro1 1;/ ,(c i . ~' : ',~ l/ ~.. ~..\ :1 OAK~~~,-----~~ ~ OAK_~~~~~~ . ~ ~~ ~ J I " ,~~ ~~LlNK. --~ 6 .. ~~~' i~ FP,M' ,"1; / / (~..RV' / ~, _ 'L-l--=-- ~ ._------------------- ~~~- ~8 ------ / / 5 -------L- /- ...--- ~ ,-' .' ,. . PE,; FRn't.. / ,-..~ ,I 1/ II :..~ / #:2;-"X8C~~7' -~c:!,o~- /~--:--6WOO-D ;:-E-N-C-E _____------/" ./ ~.~......~ ~~::::-;=--- 27 / (~/ -------- ,'.: ---I ---~- ,===-/"7""~-=::::-~'_ ----- -~ ~;i,i,:~,:",,^-:,~J25-- [1'! PE"S.. .'.'i. -- _J,.,. , I ' ~L,%""--- .-;:..._ " _ ......--/......---- ______.-----/ '-./" -- - - T - · · · - n -'~ - , -r---: ~~'~ - REMOVE~NG PE~ ~, ! ~i / ('~?499M"~E~// ......-------------------' ,,/ ____~ ///'3" 02 )010" OAK S OO'~?'~ &6" OAK.. .-" y~to' .." x--.. .x~---:- . - ~ - ~-----..~J-; ---'~) ~ ~. '- .0) ______ ...../ _-- --- - ,,0 () ,. · · - x - .. '" ~ ~ ~ (F LR~ 1/2" .........--- (\ ~......... ......--,,/" / /-- - 19" OAK ~ 6' WOOD FHICE 012.. ,~AMPHOR · · .. - v -. ---..., I .. " LB 5, 89 .J 0_" ____...___ .. _______ ." 0 0'2 OAK --- {" 014 N "' OAK ~(' - / /,7 OAK /' - v, """"" 24 o / /' / ____--rT \,JAK 26" OAK / // // ( '- :5 w o Vi I I SE CORNER OF TRACT B S,4LL'S L.AKE PARK -- UNIT B P.B. 69, P. 81--P? : / ~~ I '7/'jl ADJACENT / Q' PROPERTY VNE I PP / OHWc:a:r--- , '........ / 50- u z o u . -OHW--- SAWCUT AND REMOVE EXISTING PAVEMENT TO BE REPLACED AS SHOWN ON SHEET C2 I 6.0' , 0:: ~ 0 Z gN o LLI") t110 I""i <CZOlf'1 :2:Ci~ > II >- ::;l -- 0::: ::J _.J . om.....> (f) W $: J N 0 -.l '<t .../ ~ ..... I"} / ;'/ \, ~//' ~~ ;" " o OJ L() 6.0' o <C C) 0:::: --------- REMOVE EXISTING SIDEWALK TO LLl EXPANSION JOINT SAJvJa- AND REMOVE -- E ING PAVEMENi--- TO B REPLACED AS SHO ON SHEET C2 REMOVE EXISTING SIDEWALK TO EXPANSION JOIN]:-- ------_/ ! d ~ I ~ ~ ::;l i ~ :l: (.J iJ / r I /./t. // //" , I- 2: ::> CL LL o / ,/~ ,/ 0 //' w ./' // / / .,// ---------- -........ "- "" '-........ '---\ ,.. t'I g ~ CD ~ o ./ // / / / ... if! ~ (;) ~ Z W::J C)O zU g~ -...J ::>...J 0::: mw W CJ)Z t:; We:: ~ ~:t:~~ ~~L()<( WOO:::~ cnzWu ...JLL~LL <COoO ~~(Y)~ :r:W - u- U wU 1-0 ~CJ) WW z~ ~ ::J J: S300 WEST CYPRESS STREET SI.BTE JOO TAMPA, FlORIOA 33607 Ph, (813)877-7275 en :5 ...J W Z - 0- J: ~ ~ ~ OOM Zm...J LLLOLL oO:::ci >-(J)W 1-01- ~g~ U('I)~ o <( en W w ...J Z U <C ~ ::J :r: no, date 2 3 4 5 PER CITY COMMENTS PER FDOT COMMENTS PER CITY COMMENTS PER FDOT COMMENTS PER CITY COMMENTS drawings 9/8/99 9/16/99 12/27/99 1/19/00 /20/00 DEMOLITION AND TREE REMOVAL PLAN project date MAY 99' drawn SLY sheet C4 Top Of CUrb"\ 3' ,- Trons. _I ----- &.... (/) Anchor Boles With 2 - t' x 2" x 4' Stokes Per Bole. . o I 'b .... FACE OF CURB OB EDGE OF PAVEMENT ~ PARKING SPACE BLUE ON WHITE OR WHITE ON BLUE, 8 EDGE OF PAVEMENT J . o I in ~ . o I ;." PROFilE STRAIGHT END DITCH BOTTOM INLET EB CURB TRANSITION DETAIL N.T,S. Post (Options: 2" x 4" Or 2 1 /2. Min, Dio, Wood: Steel 1.33 lbsjFt. Min.) Optional Post Positions~ _ 20" Principle Post Position F'lt F b' .(1 8, (Canted 2cr Toward Flow) ler one n :e Conformance With ~ Sec. 985 FOOT Spec,) Filter Fabric Silt Flow - . (0 I e c :i :i PARKING BY DISABLED PERMIT ONLY . o I 'in 0.063" STEEL SIGN ~ 1/2 " RI" FTP-25 "- 1/2 " 6' Max. 5300 WEST CYPRESS STREET SUITE JOO TAMPA. flORIDA JJ607 Ph. (813) 877-7275 " 1 PER CITY COMME ';;:~:"~N ':918/99 2 PER FOOT COMMENTS 9/16/99 3 PER CITY COMMENTS 12/27/99 4 PER FOOT COMMENTS 1/19/00 5 PER CITY COMMENTS /20/00 drawings MISCELLANEOUS DETAILS project sheet dote MAY 99' C5 drown SLV ,9 ~ ~~ ........ TOP PART WHITE REFlECTORIZED BORDER AND lEGEND, BLUE REFlECTORIZED BACKGROUND, SEED SURFACE ~" 'I'." m..[ ... . o N i-') - \0 ,. . o I ;.... o I- ELEVATION SECTION =F,.25' . o GRADE ~ Note: Silt Fence to be paid for under the contract unit price for Stoked Silt Fence (IF). TYPE III SilT FENCE BonOM PART 1" SERIES "c" (F.D,O.T,) BLACK lETTERS. BLACK BORDER AND WHITE REFlECTORIZED BACKGROUND. PRESTO GEOBLOCK (GB-131.25) SYSTEM WITH TOP SOil INFlll 6" MIX OF 30% TOP SOil AND 70% SAND/GRAVEL (CB~8,R220) .. .. ~,J- q~l- 6" Ijlllmmlllmlllllmmlllmllilllllmmlllll+ .. nllllllllllllllllllrnlllwlllllllllffiffimffiffim 6" -llllllrnmmrnWmm, I TI. , ,m, . .m, , .m. , m;,..lll, , ,m. , ,ffi, . ,ill, . ,m---L Anchor Boles With 2 - 2" x 2" x 4' Stakes Per Bole. GALV. IOU" TYPE FLANGED STEEL POST. ~ Z C/):J (!)O zU -C/) 9::5 ::J..J a::: cow w (/)~ ~ we.. ~ UJ:Ou.. 5....m<e C:::C:::cr::w WOC/)..J CJ)ZoU ..Ju-~U- <cooo ~ ('I)~ ~~ - u~ () we..> ....0 ~CJ) wW z~ ~ ::) J: As Required Boles To Butt 6" COMPACTED (CB~3, R26) SOil SUB-BASE SIGN SHAll CONFORM TO THE AMERICAN DISABILITIES ACT OF 1990 AND WITH THE PINElLAS COUNTY ACCESSIBILITY CODE, VAN ACCESSIBLE SIGN SHALL BE LOCATED AT VAN PARKING SPACES PLAN PLAN loose Soil Placed By Shovel And lightly Compacted Along The Upstream Edge Of Boles, EB GEOBLOCK DETAIL N.T,S, Anchor Boles With 2 - 2" x 2" x 4' Stokes Per Bole, ~. ~erlap Ends ~FiII Slope ~n'A ~FiII Slope 2 3 DRIP LINE f'OR HARDWOODS FULL ORlP LINE FOR PINES ELEVATION ELEVATION . ~f VARIES TO BE USED AT SELECTED SITES WHERE THE NATURAl GROUND SLOPES TOWARD THE TOE OF SLOPE TO BE USED AT SELECTED SITES WHERE THE NATURAl GROUND SLOPES AWAY FROM THE TOE OF SLOPE BARRIERS FOR FILL SLOPES BALED HAY OR STRAW BARRIERS EB AND SILT FENCES (F.D.O.T.) INDEX No. 102) ~ HANDICAP PARKING AND EB SIGN INSTALLATION DETAIL 2"x2" STAKES, DISTANCE BETWEEN STAKES SHAlL BE NO MORE THAN 5' APART. 1- WOOD BARRICADE EB TREE BARRICADE DETAIL NJ.S, 1/4 " / FT, MIN. EXPANSION JOINT . ~- -- I> f' · . . '" #' 0 ,,011-,0'0 1/lJ., 0'0'. 0';' 0'.' ,., ., . ,O'l:J..; ,0',....; ,o'~". " '0'.... .1>'0 ,,0 IJ., · ,,0 />, 0' 0 I> 0 "6e, "6e, .A.'.' ..,'1>.;,0'1>.;,01"".....'01 .... · #' ... #' to" · , "6 . , ." ~ . I I" I . (0 18" 4" CONCRETE (3000PSI) WITH FIBERMESH POLYPROPYLENE FIBERS 6" X 18" CURB 3000 PSI CONCRETE .NQIES . o AI - 1, SIDEWALK TO BE MINIMUM 4" THICK CONCRETE. 2, SIDEWALK TO HAVE 1 /2" RADIUS TOOLED EDGES. 3. CONTRACTION JOINTS AT 5' INTERVALS, 4, EXPANSION JOINTS AT 30 FT. MAX. O,C. AND SHAll BE CONTINUOUS ALONG CURB, 5, EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2" X 6" BITUMINOUS EXPANSION STRIP. 6. MINIMUM CROSS SLOPE 1/4" TO 1'-0", MAXIMUM 1/2" TO 1'-0", OR AS DIRECTED BY THE ENGINEER. 7. AREA UNDER PROPOSED SIDEWALKS TO BE COMPACTED PER FOOT STANDARD SPECIFICATIONS 128-9.2 8, DISTURBED AREAS TO BE SODDED AS DIRECTED BY THE ENGINEER UNLESS INDICATED OTHERWISE. 9. SIDEWALK TO HAVE BROOM FINISH, 1 O. CONCRETE SHAll BE CURED PER FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION 520-8 no, revision issue . (0 I: 8" ..I 2'-0" ~ When used on high side of roadways, the cross slope of the gutter sholl match the cross slope of the adjacent pavement the thickness of the lip sholl be 6", unless otherwise shown on plans, TYPE F GENERAL NOTES 6"x18" CURB EB 6" CONCRETE CURB DcETAIL 1, for curb, gutter, curb and gutter and traffic separators provide 1/8"-1/4" contraction joints at 10' centers (max.). Contraction joints adjacent to concrete pavement on tangents and flat curves are to match the pavement joints, with intermediate joints not to exceed 10' centers. 2, All concrete sholl be 3000 psi, 3, Ends of Curbs Types Bond 0 sholl transition from full to zero heights in 3 feet. @ TYPE 'F' CURB DETAIL EB SIDEWALK TYPICAL SECTION N.T.S. ~ t::! ...- I ~ I I :::> ~ ~ ~ ~ ~ ~ ,:,J 1 - 3" LIFT S-1 ASPHALTIC CONCRETE 2 - 5" LIFTS ABC BASE (98% MAX. DRY DtNSITY) EXISTING COMPACTED SUBGRADE 1 1/2 II TYPE PC-3 ASPHALTIC CONCRETE 6" lIMEROCK BASE (98% MAX. DRY DtNSITY) (LBR 12" STABILIZED SUB-GRADE (98% MAX. DRY DENSITY) (LBR 40) 100) NOTE: PAVEMENT SECTION PER FOOT STANDARDS - FOOT INDEX 513 AND 514. NOTE: SEE GEOTECHNiCAl INVESTIGATION PREPARED BY DRIGGERS ENGINEERING SEVICES INC. ON JUNE 21, 1999, fOR ADDITIONAL SITE PREPARATION AND COMPACTION SPECIFICATIONS, ~ FOOT PAVEMENT SECTION \D N,T,S. EB PAVEMENT SECTION N,T,S. ~ 8 8 ~ ~ C; C/) <C ..J ..J W Z - 0.. J: LC) .... ~ a::: ~ OO(t') Ze>>..J U-LC)U- Ocr::(f >-C/)W 1-0~ W~"'" C3g~ o <e (/) W W ..J Z e..> <C ~ :J J: 5'-4' I B I I ~ L ...... "== =lIf= ... ... ..... = .II!. .... -= II!= =- !... j II II II ~ ...... ... f JL =~ ~.JL ... ... JI,. -= .... IL= =* I .... 00 . oJJ - '" If) 3'-0' 5 112' 5 1/2' I C-i 3'-10 3/8' L 3 x 3 x 5/16'_ (18 Spaces @ 9/16'\ '\ 19 Bars @ 1/4' / 2'-11' ..- t;.. Tool Edges To 3/4"Rodius ''''If-....... ..II -1- ===1 ~ .I) 1\.."-.. E~lear2' Cl~ III.~./ r . ~ ~I -1===-1= = ~ (") A,I I 2'-0' I 8' 3 1/2'- I- R _'-___. · 2' Cle~ I--j::f r 1- - r .,.. I ~1 r 12' I rt=rt= ~,.r 4'-0' ~ ~ Tool Edges To 3/4" Radius """"- ........... I~ -.L~ 1,4'~ 1,8' WEIR .1 ~O.35' I -4 ~ SlOT WEIR/SLOT DETAil NOTES: . 0' ~ II VI J-N -' "" --rr ~ t ~ c ~ .......~ ., i"'''' - ~ i .. ct ,~ , ~- R II ~ I n I-~ .QIXl:l"... ~ _ 2' Clear ,g 2' Cleol t _ t "0 :~ S ~ . H I ;3C11..JNOo ~I--_II==-"" -- L.....- I R U I." 'LI~~~~X~1n In I D ::-11 C~CII~CII- #4 Bn'"s @ 2 Ctrs. 0 CII.&. C.!: --......::t V uo..l-_t::l U .. =+= "'~~I =1 \ {U ~ #4 Bars @ 12' Ctrs, t: 1, SKIMMER SHAll BE MADE FROM FIBERGLASS REINFORCED THERMOSETTING RESIN WITH A 40% NOMINAL FIBERGLASS CONTENT AS AS SUPPLIED BY ENVIRONMENTAL COMPOSITIES,INC, OR APPROVED EQUAl. 2, All BOLTS SHAll BE A GAlVANIZED STEEL MATERIAL. If) r ~~ r . I" A <:) I ' " . Cu Eye Bolt --1 See Index 201 , . - - I Cu . ~ I ~ 5300 WEST CYPRESS STREEl' SUITE JOG TAMPA. FlORIDA J3607 Ph. (813) 8"-7275 I..! (.... . ~ ... "= = 1 ~ F= t ........ ~... -= Ir= = .. --;r- J ......... c4l = -= ... = .... 11"= = = Lr= - = =I B -.J ~ (") PLAN L3 x 3 x 5/16' L I D C --.J STEEL GRATE - A - ...... STEEL GRATE U.S. FOUNDRY No, 6615 r Oil SKIMMER / I GRATE EL. = 27.0 I WEIR CREST : V EL = 25,60 L__ SLOT I L- _ _ j,/ EL. = 25,25 I I I I :rl,E. 24.S : --1 I ~ I ______J '-- SECTION BB SECTION AA - 15" R.C.P. 3/4' Notch ...,.,..twd <At T"- Op:J5rD' T"- Mllnuf'llct_> S 16' L311311SIl6' .11 5/16' " ~~~''',,''~~ ~ " " ~~"""",,"""" ,,~ STEEl GRATE WEIR OPENING ~ 1.8' ~ ~ ~'I L TYPE 'c' TOP OF BANK FOOT INLET El. 27.80' MIN, . : I I --I I I 15' I R,C.P, : EB TYPE "F" DITCH BOTTOM INLET (FOOT No. 233) , ~" \ SECTION CC SECTION DD l'MIN,- Steel Gro.ting, Stro.ight Bo.rs 3'x 114' Reticuline Bo.rs 2'x3/16' ( ~ .. 'Y TO SPREADER ( SWAlE CONCRETE SLAB "" ~ SKIMMER BOTTOM El. = 25.00 Varies 15' Max. See Index No. 201, Sh. 4 c!c 5 For Reinf, Mod. For Depths 13' To 15' / ~ z en::> (!)O zU -en 0<( :::!...J ~ ::>-1 W mw en~ ~ We.. > U 0> -J:m~ >....LO<( ~O::O::W WOcn-l enZOu -IU-~LL <(000 ~~M~ J:W (3 u- wU ....0 ~en wW Z~ ~ ::> J: 3,2' VEGETATED LITTORAL SHELF El. = 23,25 MIN, en :5 ...J W Z - e.. J: ~ ~ ~ OOM Zm-l LLLOU- OO::~ >-cnW ....O~ !!!~~ ()Cf)~ o <( en W W -I Z U <( ~ ::> :::c 'Tn' 3'-4" ~'-4' 2' , , 2' ~1 . 2' -II-Ye :- T r- <==::). .L. I ~I o -;:r- I = I C'JIfT I = M .Lj e ~L-E3 '- ~ ! ,2'-4' r! ~t ~ ~-=r~~ ~ J. I.E. 22,0 Oil SKIMMER J 0,8' - FINISH GRADE I I" -I _ 3'-4" _~i - , 5f-1-, 'I 2'-0" 101 f r-1 · .. r- 'Nt \ - r Grai; jo- L7 "'-- h 2" CI. ~ "- Eye Bolt 1 ~- ~I ~ See Index 201 -r -- t ~ '-14 Bars @ 12" Ctrs. - A z ~ . (0 f- 0.1' - SLOT - ~ ~ h=;J I I:;::; ) illlllU > mill ) :IT1 > 0 2X;T~I~~NW~2~O--./ ~ 12" FLUSH W ISLAS (FOOTER) CLEAN GRANULAR FILL WITH A FINES CONTENT OF LESS THAN 12% PLAN . C I M 2r 21- · --- f.i+ ..... I ;.., SECTION A-A 2' -0" . ..n I ~ -0;1- N 8" ..... 8" ..:::. POND "2" 6' ADS PIPE (TYP) (SEE PLAN VIEW FOR INVERTS) . 00 ~l ~ Approx. 'Weight 235 Lbs. CAST IRON GRATE SECTION PLAN EB POND CONTROL STRUCTURE 3 - MODIFIED TYPE "C" DITCH BOTTOM INLET EB UNDERDRAIN DETAIL EB TYPE "C" DITCH BOTTOM INLET (F,D,OJ. INDEX No. 232) ..... z :J ..... z :J !z ..... :I ..... ~ I r ~ ..... a. o 0:: a. EXISTING GRADE r PAVEMENT LIMITS - OF- SOD LIMITS t--OFl SOD ..:.......:.....-.:.......:.......~ROAD BASE ~^~,,,~~~.....................................,. K~~/r</A'-1 I~ ~1..:..:....:..:....:..:....:..:....:..:....:..:....:..:....:..:....:..:....:..:....:..:....:..:. .'.:..:. \%~' . ~......................... ~ '. '. '. '. '. '. '. '. '. '. '. '. 'IV . . . . . . . . . . . . . ,'\ ~~ ............................................................... ~/': ".' .... .... .... .... .... .... .... .... .... .... .... ..... ~~'<.." COMPACT IN g(. . . . . . . . . . . . . ,...'l ~ . .' . .. . .' . .' . .' . .. . .'. '. '. '. '. '. . 0..~ 12" LAYERS ~ ?~ ~ ~ ~ ~ ~................................................................~~ /<~. . . . . . . . . . . .. ~ ~/.,........................................, ~ %"".... . .' . .' . .' . .' . .. . .' . .' . .' . .' . .' . .' . .' . .' ............ .~ ~ '. '. '. '. '. '. '. .. '. .. '. '. '. '<.., ,,~. . . . . . . . . . . . . ~~.... ~ ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ..... I.('\( 12" ABOVE ~.............~ PIPE ~ ~ ~OMPACT IN ~ ~ ~~~ ~~ ~~ ~' '. '. '. '. .. . '. '. .. '. . >,r/ ............ ..p- ~. .' . .' . .' . .' . Y'>-~ ~" '. .. '. /( -- ,\" '. '. .. ~~'\(~ ~~ " .....:.......:.......:.......:. STORM )........:.......:.......:..... ~ ' . ....... . 'j '. '. '. . "y" ~~. .... .... ....1 \,.. s:r: ~ .' .... .... .... ,~ ~~'; ........ '. .. ............. '. . ......... ..... '. ........ .... .'. .~~ ~~. . . . . . . . . . . . ~"": ....................... ~.~ . ............. "/' .,~.....................................~~ ~~%>>'>~.~ 12" PIPE ~ 12" "1 DIA. ---i I LIMITS I - OF- SOD I LIMITS - OF SOD EXISTING DRIVEWAY GRADE TO BE REMOVED /:47.951 48,351 46.851 R/W . / / 48.2 ~48.2~48.501 I _~ '_ -1- - ~ 5' SIDEu ~!...~ ""'-- PROPOSED \. ~~~CUT EXISTING \GE OF PAVEMENT '\7 7 sf~TE ~~-59~ - - -\-. 7!~ ~{ - - I .rL 33.0 I V ~ - ~ MATCH EXISTING ~ GRADE \---......... ',,- ,.~ .'......, CL I 3L 49' . 48' ~~ ~I 4 ~' I~::;: ~ .; 11._:: :t..-i;,~":'"!,I}..O'!.~.~-:-: ':';~"'1L',~i' jl":i'.,.."'j"::. :1:- ...:i;.':' iir"";:'-";i!:':i. ':~~':':1 ~ - PAVEMENT A ElEV. 45.40 -----/' I 24' .... .. 31- ''-..... .................. -........---... -..."------...........~ EXISTING GRADE ......... " .............,. ", CASE /29.0 I ---____ ,____ /"" EXISTING GRADE 27,8 I 28 --- ---L r 27.8 I - <0., ---- 26 . ~ 27.81 -------------rt~'--MATCH EXISTING - SOD SIDE J ~ l4'"=' GRADE SLOPE TO '\7 SHW 25.25 , El.=25,25 ":" I- r- 5 I DRI JE\lAY (SEE DETAil II. SH~T C5 FOR SECTION) 23.4' 30 -t ~S' I I H 27.8 I / ~ ',.I' 22.5' "'............... '.................. ................... "~ '-........ 27.81 2L- SPREADER SWAlE I J SEE PLAN VIEW II FOR ADD. DETAilS EXISTING BASE EB SECTION C SCALE: HORllONTAl-1"=10' VERTlCAl-l" -S' SOD SIDE SLOPE TO El.=2S,25 26 DHW 26.80 '\1 SHW 2S,25 '. (.10 '-, .;. ................ ..... .,..... ~' 24 23,25 I revision ' issue FINISH GRADE FOR: \ 23.25 1 LITTORAL ZONE 20: 1 MIN, - I 23.25 VI NATIVE SOll~ ~- ~ ~ MATCH EX, GRADE . 2' 24 no, I 24.5 POND 1 COMPACT IN 3" LAYERS L 22 r 24,0 9/8/99 9/16/99 12/27/99 1/19/00 /20/00 1 PER CllY COMMENTS 2 PER FOOT COMMENTS 3 PER CllY COMMENTS 4 PER FOOT COMMENTS 5 PER CITY COMMENTS drawings "" .,;. ~\ POND 1 \~ 20,0 I ~OO' 22 - <V \~20.0 I . - 24.7' ~ 36' EXISTING DRIVEWAY GRADE CL ~SAWCUT EXISTINyro BE REMOVED . R/1W I EDGE OF PAVEMENT rt 52.0 J ;-t 52.25 ".t' / / r 52.40 I r 52.8 ~ 53.10 ~ ~ ;,,~f~~E .ROAD 590.~~--'='1.:....-:.- ~.-i .../:. .... .... .... ....L :-.I- ' ~1 ';.1:Jli.... -", L_. .~l.'.... ...JI ~..!'....lll..~.,I.....:Ii-..:I..,..:'I-..if.-.lr::.;.I-:-]I;: .:. .. I I, I.." \ J- "n' I PAVEMENT 4- '-.. II 5'-SlIlE. ,~,. PROPOSEIl.BASE / ElEV~:,!.8 ~ --/ "I_ . '- :4~~~OSED DRI1~AY (SEE ~~:,All II. s:r C5 FOR SECTION) EXISTING BASE LINE SWALE W /SAND CEMENT RIPRAP (OR APPROVED EQUAL) - 8" SilT OR OTHER HEAVY ORGANIC TOP SOil - <V 20 2L -4 ..' ,- . NOTES: 1. TRENCHES lOCATED UNDER PAVEMENT SHAll BE COMPACTED TO 100% OF MAXIMUM DENSITY BY A.A,S.HJ,O. T -99, METHOD C, 2. TRENCHES NOT lOCATED UNDER PAVEMENT SHAll BE COMPACTED TO A FIRMNESS EQUAL TO THAT OF THE SOil ADJACENT TO THE TRENCH, 3. REPLACEMENT OF PAVED SURFACES SHAll BE MADE IN ACCORDANCE TO APPLICABLE lOCAL REGULATIONS, 34' - 6.5' - 5' PAVING, GRADING AND DRAINAGE DETAILS ~ N I ~ I VI i ::> ~ c ~ .::; ~ ~ .:.J SECTION 38 SECTION 3A project sheet date MAY 99' C6 drawn SLY EB ~E~l~~Al~"~' VERTlCAl-l" -5' EB ~E~~~~Al~~30~ AND B VERTICAl-l "-3' EB TRENCH BACKFILL DETAIL ~ N g ~ w ~ c.; 'T' DR 'Y' BRANCH ~ BEND ~ NOTE ~ ..-) I g I I ::;:) i -::S ~ ~ .:J EB ~ 8 ~ <0 ~ c; Ford Angle Vo.l ve(Flo.nged) Flow NOTES: I 1. Steo.Mer Connection to F o.ce Street. 2. All Fire Hyolro.nts to hOo ve 5 1/4 ' VOol ve SeOo t. . 3. Fire HyolrOonts ShOoll be PlOoceol 00 t Street CornE;>rs or in the R.O,W. AoIjOocent to Siole Lot Lines \Jhenever Possible. 4. See Sheet 3 f'or TyplcOol Connections 8c f"IttlngsoIlEV. DATE NOTES: 1. \JATER MAINS TO BE ON NORTH or EAST SIDE OF R.O.W.} APPROX. 4 FT. BACK OF CURB UNLESS OTHER\JISE AUTHORIZED BY CITY ENGINEER. 2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE SHEET NO. 3). THESE SERVICES TO BE CoNSISTANT \JITHIN THE SUBDIVISION. DRIVEWAYS SHALL NOT BE BUILT OVER METERS, 3. ALL LINES SHALL BE CHLORINATED o.nol PRESSURE TESTED (TEST FOR ONE HOUR @ 150 P.S.I.) UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE TESTING Oonol CHLORINATION} THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES. 4. TEN FT, SEPARATION REQUIRED BET\JEEN PARALLEL \JATER 8c SANITARY SE\JER LINES. 5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4' PVC MAINS. SADDLE IS REQUIRED FOR 2' SERVICE CONNECTIONS TO 6' Oonol LARGER PVC MAINS. LARGEST SERVICE CONNECTION TO A 4' MAIN IS 1 1/2 ' Oonol LARGEST TO ANY MAIN IS 2'. 6, MINIMUM DISTANCE BET\JEEN SERVICE TAPS TO BE NOT LESS THAN 36'. Threo.ded Corporo. tlon MUELLER H15008 or o.pproved equo.l (T o.p 0. t 450 Angle) Stop r Curb Stop ,. MUELLER H14350 with ~ COMpression inlet or Lock Wing o.nd o.pproved equo.l .. So.ddle if' Required See Note 5 WOo ter Service Tubing Drlscopipe 5100 or Enolot/Yo.rdley Blue Jet} SDR 9} 3408 Polyethylene So.ddle sho.ll ho. ve double sto.inless steel stro.ps with epoxy coo. teol oIuctile iron Ioody, Woo ter Mo.in EB EB SERVICE CONNECTION DETAIL NJ.S. 1. RISES SHALL BE INSTALLED ON ALL "'YES (BOTH PRESENT ~ FUTURE SERVICES> TO PROVIDE DEPTH AT SERVICE NOT OVER 4.0' EXCEPT "'HERE OTHER"'ISE: REQUIRED. 2, MINIMUM CUT UNDER ROAD"'AY - 4.0'. MINIMUM CUT AT PROPERTY LINE - 3.0' DR AS REQUIRED FOR SERVICE. 3. RISERS SHALL PREFERABLY rOLLO'" SLOPE OF BANK TO REQUIRED DEPTH. 4. RISER MATERIAL SHALL BE THE SAME AS MAIN MATERIAL. C. t. PLUG r4'-1 J r4'-1 ~ " ~ FINISHED GRADE / Q.I .~ ..." 4' RING OF CONCRETE (3000 PSI) ~OMPACTED BACKFILL 18' Min. 24' MOox. 4W .~~, ~~ SEE NOTE 2 SERVICE PIPE 45. BEND 8' OR 6' COMBINATION FITTING (SEE PLAN V I EW) c.- PLUG 8' OR 6' PIPE (SEE PLAN VIEW) I ELEVATION SECTION CONCRETE SERVICE CONNECTION - DETAIL EB EB STANDARD CLEANOUT DETAIL N.T.S. NJ.S. WATTS SERIES 009 r (OR APPROVED EQUAl) o Top View Ford Meter Approved Bo.ckf'low Prevention Device ... Nipple Meter (Flo.nged) C OJ .- "'0 0__ ~(I) t. OJ E o OJ ..p"'O Vl(;1 3 U 12' ~ NOTE) Device Must be Insto,lleol level. 2" REDUCED PRESSURE BACKFLOW PREVENTOR NJ.S. ~ DlstOonce VOorles MOox. 15' - Min. 4} BOock of' Curb or Edge of' POoVeMent c :f Box .. I,{) I .. C\J / Mech. Joint Vo.lve ONLY APPROVED Kenneoly GUOorollOon No. K-81A Muller CenturiOon No. A-423 U.S. Pipe Metropolito.n '- RestrOoinlng Joint (TypJ TYPICAL FIRE HYDRANT SETTING NJ.S, 5300 WEST CVPRESS srREET SUIlE 300 TANI'A, FlORlM 33607 PII. (813) 877-7275 ~ Z en::J C)O zU -en 0<( :::!-I ~ ::J-I W mw CI)~ !:( Wa. ~ ~:r:~~ >I-I.C)<( fl::~~W WOen..J Cl)ZO() ..JLL~LL <(000 ~ (\")~ ~~ - U~ U wU ....0 ~CJ) WW z~ :E :J :r: en :5 ..J W Z - a. J: ~ ~ ~ OOM Zm..J LLI.C)LL o~ci )-enw .-ot; w~'"""- (3g~ o <( en W W ..J Z U <( ~ ::J :r: revision / date no, issue 1 PER CITY COMMENTS 9/8/99 2 PER rDOT COMMENTS 9/16/99 3 PER CITY COMMENTS 12/27/99 4 PER FOOT COMMENTS 1/19/00 5 PER CITY COMMENTS /20/00 drawings UTILITY DETAILS project sheet date MAY 99' C7 drawn SLY NOTE: All CONCRETE TO BE POURED BY CONTRACTOR SHALL BE 3000 PSI. CONTRACTOR TO VERIFY EXISTING PIPELINE ELEVATION AT PROPOSED MANHOLE AND NOTIFY ENGINEER BEFORE PROCEEDING WITH INSTALLATION. U-SHAPED HOLES 4" LARGER THAN PIPE, PACK WITH NON- SHRINK GROUT, 3' r See Manhole Cover detail / l' -3" STRUCTURAL SLAB. CAST -IN-PLACE MANHOLE BASE. SET BARREl AT TIME OF POUR. CONC. ENCASE ENDBEll STANDARD PRE-CAST MANHOLE BARREL PLACED OVER EXISTING SEWER. PROPOSED PVC SANITARY SEWER ~ 4 layers of brick revision / no, issue dote 1 PER CITY COMMENTS 9/8/99 2 PER FDOT COMMENTS 9/16/99 3 PER CITY COMMENTS 12/27/99 4 PER FOOT COMMENTS 1/19/00 5 PER CITY COMMENTS /20/00 drawings UTILITY DETAILS project sheet dote MAY 99' CB drown "'- SLY EXISTING PIPE INY. El. 22,23 EXISTING PIPE & PROPOSED 8" PVC INY. El. 22.13 Approved borrel joint seals ore "O-Rings" and "Rom-Necks" Concentric cone (Flat cover on shallow manholes 0' to 4' depth) 6" THICK GROUT ALL POURED AROUND MANHOLE EXTERIOR WITH '4 REBAR 12" O.C, -,l -t #5 0 12" O,C, EACH WAY POUR CONCRETE TO CENTERLINE OF EXISTING PIPE PRIOR TO BREAKING OUT PIPE INSIDE OF PROPOSED MANHOLE. . . , ' . . :,' :) . .f> ~ ~ (l ' t'. . . '.. .' Steel reinforcement 5" min, woll thickness type II acid resistant cement 4000 p.s.i. Grout fill opening with non-shrink mortar ....':.~:~.~.~.~ ...... '.,t-.., :, .- .. 5'-11" DIA. BASE ~(..~ 12" CRUSHED ROCK FOUNDATION MATERIAL 3/4" MIN, SIZE ~ Z en::> C)O zU -en 0<( :::!...J tt:: ::>...J W mw CJ)~ I- Wo.. ~ uJ:oa:: 51-me:( tt::tt::tt::w WOen...J CJ)zou ...JLLvLL <(000 ~ M~ ~~ - u!:!:! U wU 1-0 ~en wW z~ ~ ::> :r: MANHOLE TO BE COMPLETED IN ACCORDANCE WITH STANDARD MANHOLE DETAIl. ( SEE STANDARD MANHOLE DETAIL) \ '\... 2' joint In pipe ent.'Y \..- (Typ;col) P.V.C, pipe requires manhole adopter coupling by Flo Control, Inc., or approved water stop coupling, NOTES Grout flow channel EX. SANITARY SEWER PIPE (TO BE REMOVED) POUR CONCRETE TO CENTERLINE OF EXISTING PIPE PRIOR TO BREAKING OUT PIPE INSIDE OF PROPOSED MANHOLE. 1, Manholes sholl hove on interior and exterior coating of at least 15 mils dry thickness PROlO EP214-351 Epoxi-Mastic or Koppers bitumastic block solution 300M. EB SPECIAL MANHOLE DETAIL FOR MANHOLE BUILT ON EXISTING SANITARY SEWER PRECAST MANHOLE DETAIL EB N,T,S, N.T,S, . (0 5/8 " Min. 4 Required 1-1/4" 1kt7 ? ~ R W -4 ~ 000 "V <<' (,,)SANITARY~ 000000 SEWERo 000 0 Or L ft.. 0 Non Skid Pattern Required RING - HALF PlAN Required . N ~ -, . ~ ",., I - SOLID COVER . en . ~. ",.,N I ... ,,, 22-3/4" ~I'- 0 ~~-1 Moehined Surfoce -, ... o h RING - SECTION Minimum Weight 7" 232 Ibs. 9" 278 Ibs. SOLID COVER SECTION Minimum Weight 128 Ibs, ~ .. I ~ I ~ I ::;) ;;. ~ ~ ~ .:J NOTES 1. Where roadway base is 8" or thicker use 9" ring, all other cases 7" ring is permissible. 2. Manufacturers model of storm ring and cover to be approved by City Engineer, EB MANHOLE RING AND COVER DETAIL N.T,S, ~ ~ ~ co ~ C; 5300 WEST CYPRESS STREET SUITE 300 TAMPA, FlORn\ 33607 Ph. (813) 877-7275 en ~ ...J W Z - a.. :r: ~ I- (0 a:: V OO('/) Zm...J LL LO U. o a:: ~.. >-enW I-O~ !:!:!~3: U('/)a:: o <( CJ) W W ...J Z () <( :E :J J: GENERAL CONSTRUCTION NOTES CLEARING AND SITE PREPARATION NOTES t WATER SYSTEM NOTES DRAINAGE SYSTEM CONSTRUCTION NOTES 1. All ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (1929), 2. lOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS, THE CONTRACTOR SHALL VERIFY THE lOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION, 3, THE CONTRACTOR SHAll CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 4. THE CONTRACTOR SHAll EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHAll PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTI lilY COMPANIES IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION, BY CALLING FLORIDA SUNSHINE STATE ONE CALL CENTER OF FLORIDA, INC. AT 1-800-432-4770. 5, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. 6, ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO ROADWAY BASE AND SURFACE CONSTRUCTION, 7. IT IS THE CONTRACTOR'S RESPONSIBllIlY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES, THE CONTRACTOR SHAll OBTAIN All NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND/OR LATEST EDITION. 9. All WORK PERFORMED SHAll COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 10. CONTRACTOR SHAll SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER SHOP DRAWINGS ON All PRECAST AND MANUFACTURED ITEMS, FAilURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 11. AT LEAST .3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHAll NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL APPROVED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILllY COMPANIES. IT WilL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HI ACTIVITIES, WHERE NECESSARY WITH OTHER CONTRACTOR AND UTILllY COMPANIES. 13. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT -OF -WAY ARE TO BE RESTORED TO ORIGINAL CONDITION OR BETTER. 14, REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERlY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICAllY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE AllOWED. 15. All DISTURBED AREAS WHICH ARE NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED TO FOOT STANDARDS AND MAINTAINED UNTil A SATISFACTORY STAND OF GRASS ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD HAVE BEEN OBTAINED, ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, Will BE PERFORMED BY THE CONTRACTOR/SUBCONTRACTOR UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY THE REGULATORY AGENCY AND ENGINEER OF RECORD. 16, CHAPTER 77-153 OF THE flORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY All GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW ONLY THE APPROXIMATE lOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES, THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON-SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL. THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA. 17, RECORD DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON A SET OF THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION PROGRESS. WITHIN TWO (2) WEEKS FOllOWING FINAL INSPECTION THE CONTRACTOR SHAll SUBMIT ONE (1) SET OF RECORD DRAWINGS TO THE ENGINEER. THE FINAL RECORD DRAWINGS SHAll COMPLY WITH THE FOLLOWING REQUIREMENTS: 1. DRAWINGS TO BE THREE -MIL BLACK LINE MYlAR. 2. DRAWINGS TO BE lEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION. 3, DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL WATER AND WASTE WATERPIPING AND RELATED APPURTENANCES, BOTH ABOVE AND BELOW GROUND, ALL CHANGES TO PIPING lOCATION INCLUDING HORIZONTAL & VERTICAL LOCATIONS OF UTILITIES & APPURTENANCES SHAll BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS,DRAWINGS SHAll ALSO SHOW Actual INSTAllED PIPE MATERIAL, CLASS, ETC, 4. DRAWINGS SHAll CLEARLY SHOW All FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MADE BY RELD ORDER OR BY CHANGE ORDER. 5. DRAWINGS SHAll CLEARLY SHOW All DETAilS NOT ON ORIGINAL CONTRACT DRAWINGS BUT CONSTRUCTED IN THE FIELD. All EQUIPMENT AND PIPING RELOCATION SHAll BE CLEARLY SHOWN. 6, lOCATIONS OF All MANHOLES, HYDRANTS, VALVES, & VALVE BOXES SHAll BE SHOWN, All VAlVES SHAll BE REFERENCED FROM AT LEAST TWO (2) AND PREFERABLY THREE (.3) PERMANENT POINTS. 1, PRIOR TO ANY SITE CLEARING, All TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHAll BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 2, THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAl CONSTRUCTION IN ACCORDANCE, WITH SOilS TESTING REPORT, COPIES OF THE SOilS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOilS TESTING COMPANY, QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOilS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY, 3. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION, DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOllOWING CONSTRUCTION, 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHAll BE STOCKPilED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING AND LITTORAL ZONE PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS, 6. CONTRACTOR TO OBTAIN All NECESSARY PERMITS AND APPROVALS PRIOR TO REMOVING ANY EXISTING STRUCTURES, 7, IT IS THE CONTRACTOR'S RESPONSIBllIlY TO NOTIFY All UTllIlY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY EXISTING STRUCTURES FROM THE SITE. 8. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR/SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBllIlY FOR ACCURACY PRIOR TO THE START OF ANY CONSTRUCTION ACTlVIlY, IT SHAll BE THE CONTRACTOR'S/SUBCONTRACTOR'S RESPONSIBllIlY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTI lilY. THE CONTRACTOR/SUBCONTRACTOR SHAll EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTI lilY, WHETHER SHOWN ON THE PLANS OR lOCATED BY THE UTI lilY COMPANY, All UTILITIES WHICH INTERFACE WITH THE PROPOSED CONSTRUCTION SHAll BE RELOCATED BY THE RESPECTIVE UTllIlY COMPANIES AND THE CONTRACTOR/SUBCONTRACTOR SHALL COOPERATE WITH THE UTllIlY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR/SUBCONTRACTOR BY THE VARIOUS UTilITIES SHAll BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WIll BE AllOWED, 1. A VERTICAL CLEARANCE OF 18 INCHES SHAll BE MAINTAINED BETWEEN SANITARY SEWERS AND WATER MAINS, IF CLEARANCE CANNOT BE ACHIEVED BY ADJUSTING WATER MAINS THE SANITARY SEWER SHAll BE CONSTRUCTED OF DUCTilE IRON CLASS 54 A MINIMUM OF 10 FEET ON BOTH SIDES OF THE CONFLICT POINT. AS AN ALTERNATIVE THE SANITARY SEWER MAY BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR THE REQUIRED 10 FEET ON EACH SIDE OF THE CONfliCT POINT. 2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) WITH RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES SHAll BE IN ACCORDANCE WITH FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PLANS. 3. PIPE lENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE INCLUDED IN lENGTHS. 1, STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS". 2. A HORIZONTAL SEPARATION OF 10 FEET SHAll BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. 3. All WATER MAINS SHAll HAVE A MINIMUM OF 36 INCHES OF COVER. 4, All WATER SYSTEM WORK SHAll CONFORM WITH lOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 5. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY, 6. CONTRACTOR TO INSTALL TEMPORARY BlOW-OFFS AT THE END OF WATER SERVICE LATERAlS TO ASSURE ADEQUATE flUSHING AND DISINFECTION, 7. THRUST BLOCKING SHAll BE PROVIDED AT All F1mNGS AND HYDRANTS PER CllY REQUIREMENTS. 8. All PVC WATER MAINS 4w THROUGH 12" SHAll BE IN ACCORDANCE WITH AWWA C-900. PIPE SHAll BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM 0-2241. 9. All FlmNGS 2- AND SMAllER SHAll BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS. 10, MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO, APPROVAL AND CONSTRUCTION OF All POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE lOCAL REGULATORY AGENCY DEPARTMENT OF' PUBLIC UTILITIES. 4. All DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 5, CONTRACTOR TO SOD THE DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOllOWING CONSTRUCTION OF THE POND, 6, ALL STORM DRAINAGE STRUCTURES DEEPER THAN TEN (10) FEET TO HAVE LADDER BARS. 7, CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE lOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY, 8, PROTECTION OF EXISTING STORM SEWERS SYSTEMS: DURING CONSTRUCTION, All STORM SEWER INLETS IN THE VICINllY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC" WHICH SHAll BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 9. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHAll BE IN ACCORDANCE WITH THE lOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1996, OR LATEST REVISION THEREOF AND SUPPLEMENTAl SPECIFICATIONS THERETO. 10. CLASS -B" lYPE I BEDDING SHAll BE USED UNLESS INDICATED OTHERWISE ON THE DRAWINGS, OR BY THE ENGINEER, ~ Z C/):J C)O zU -C/) 0<( =-1 ~ ::>-1 W COW CJ)~ < Wa. ~ 2:cO~ >....m<( ~~~W WQC/)..J cnZOu ..JLL~u.. ~ogO Z~ ~ :Cw U U- wU ....0 ~C/) WW z~ :E ::> :::c TESTING AND INSPECTION REQUIREMENTS WATER SYSTEM TESTING AND INSPECTION REQUIREMENT NOTES 1. THE STORM DRAINAGE PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHAll MAINTAIN THE STORM DRAINAGE SYSTEMS UNTil FINAL ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WilL BE INSPECTED BY THE OWNER'S ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES, 1. All COMPONENTS OF THE WATER SYSTEM, INCLUDING FlmNGS, THRUST BLOCKING, HYDRANTS, CONNECTIONS, AND VALVES SHAll REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIRCATIONS, CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND COUNlY INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS, 2. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF AlL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER. PAVING AND GRADING NOTES SAFETY NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WilL PROVIDE BRACING SHEETING OR SHORING AS NECESSARY, TRENCHES SHAll BE KEPT DRY WHilE PIPE AND APPURTENANCES ARE BEING PLACED, DEWATERING SHAll BE USED AS REQUIRED, 2, CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE lOCAl WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. 3. PROPOSED SPOT ELEVATIONS REPRESENT RNISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. 4. IF CURBING IS REQUIRED, IT Will BE PLACED AT THE EDGE OF All PAVEMENT. 5, IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES, 6. CONTRACTOR TO PROVIDE A 1/2- BITUMINOUS EXPANSION JOINT MATERIAL WITH SEAlER AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 7, All PAVEMENT MARKINGS SHAll CONFORM TO FOOT STANDARD INDEX NO. 17346, SHEETS 1-7, 8, CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 9, CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BAlES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERlY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. IN ADDITION, CONTRACTOR SHAll PlACE STRAW, MULCH, OR OTHER SUIITABLE MATERiAl ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFRC IS TO ENTER AND EXIT THE SITE, IF, IN THE OPINION OF THE ENGINEER AND/OR lOCAl AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES, 10. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHAll STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER ACCEPTABlE METHODS, 11. THERE IS TO BE NO DISCHARGE (I.E, PUMPING, SHEET flOW, SWAlE, DITCH, ETC,) INTO EXISTING DITCHES OR CANAlS WITHOUT THE USE OF SETTliNG PONDS, IF THE CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING DITCHES OR CANAlS A SETTLING POND PlAN PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD AND lOCAl REGULATORY AGENCY PRIOR TO CONSTRUCTION. 1, DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, All SAFElY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHAll BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFElY OF HIS PERSONNEl. LABOR SAFElY REGULATIONS SHAll CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF flORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTI lilY OPERATIONS SHAll BE FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF All TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. 3, All TRAFFIC CONTROL MARKINGS AND DEVICES SHAll CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAl ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION, 4, IT SHALL BE THE SOLE RESPONSIBILllY OF THE CONTRACTOR TO COMPLY AND ENFORCE All APPLICABLE SAFElY REGULATIONS, THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER Will INSPECT AND/OR ENfORCE SAFElY REGULATIONS. SANITARY SEWER NOTES 1. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER, 2. ALL P,V.C. SANITARY SEWER PIPE SHALL BE MARKED THE ENTIRE LENGTH WITH THREE COLOR CODED (GREEN FOR GRAVllY SEWER) STRIPES. THESE STRIPES SHALL BE APPLIED IN THE SAME MANNER AS THE REQUIRED ASTM CODING, USING PERMANENT INK AND BE AT lEAST "HIGH WITH THE WORD "SEWER" IN "HIGH lETTERS APPEARING ONE OR MORE TIMES EVERY TWENlY-ONE INCHES (21"). P.V.C. SANITARY GRAVITY SEWER PIPE SHALL CONFORM TO ASTM 0-3034 SDR 35. JOINTS SHAll BE BEll AND SOCKET WITH A SOLID RUBBER RING. 3, All SANITARY SEWER WORK SHALL CONFORM WITH lOCAL REGULATORY STANDARDS AND SPECIFICATIONS, 4. ALL SANITARY SEWER COVERS SHAlL BE TRAFFIC RATED FOR H-20 lOADING. 5. SANITARY SEWER MAINS AND LATERALS SHAll HAVE A MINIMUM COVER OF THREE (3) FEET AND SHAll BE INSTAllED ACCOMPANIED BY A METAL TAPE SIMILAR TO "TERRATAPE" COLORED GREEN AND LAID ONE FOOT ABOVE THE PIPE. WORK IN STATE RIGHTS-OF-WAY 1, ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT -OF -WAY CONFORM TO: A.) FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (1999), (aka: STANDARD SPECS). B.) flORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS, CONSTRUCTION, MAINTENANCE AND UTILllY OPERATIONS FOR STREETS AND HIGHWAYS ON STATE MAINTAINED SYSTEMS (JAN. 1996), (oko:STANDARD INDEX), 2, THE APPLICANT MUST NOTIFY THE FLORIDA DEPARTMENT OF TRANSPORTATION - DISTRICT MAINTENANCE OFFICE 48 HOURS IN ADVANCE OF STARTING PROPOSED WORK WITHIN STATE RIGHT -OF -WAY. 3, THE MAINTENANCE OF TRAFFIC IS TO BE PER FOOT INDICES #600 AND #603, SANITARY SEWER TESTING AND INSPECTION REQUIREMENT NOTES 1. All GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAl INSPECTION BY THE OWNER'S ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. revision issue PAVING & GRADING TESTING AND INSPECTION REQUIREMENTS no. 5300 WEST C'IPRESS STREET SUITE 300 TAMPA, FlORlM 33607 Ph. (813) 877-7275 ~ ..J -I W Z - Cl. :::c LO I- m 0:: -q- OOM Zm..J LLLOLL Q~~ >CJ)W .....O~ Woq-"" -0:> U~~ o <( en w w ..J Z U <( ~ :J :r: date PER CITY COMMENTS 2 PER FDOT COMMENTS 3 PER CITY COMMENTS 4 PER FOOT COMMENTS 5 PER CITY COMMENTS drawing$ ~ ld o z z ... C) I I ::) i .::; ::E ~ ..:J 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOilS ENGINEER, TESTS Will BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION SPECIFICATIONS, 2, SOILS ENGINEER TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF All COMPACTION TESTS AND ASPHAlT RESULTS, THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD IN WRITING THAT ALL TESTING REQUIREMENTS REQUIRED BY THE lOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FOOT) FOR THE IMPROVEMENTS AS REQUIRED BY THE CONSTRUCTION DRAWINGS HAVE BEEN SATISFIED, 3. CONTRACTOR TO REVIEW SOil REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT AND COMMENCING CONSTRUCTION. 9/8/99 9/16/99 12/27/99 1/19/00 /20/00 GENERAL NOTES project sheet date MAY 99' C9 drawn SLY ~ 8 ~ ..0 ~ .- o ", 'I " VICINITY MAP PROJECT VICINITY N. T. S. SITE DATA EXISTING CONDITIONS PROPOSED CONDITIONS ZONING LAND USE INSTITUTIONAL DISTRICT INSTITUTIONAL DISTRICT SITE PLAN FOR: N. T.S. PHASE 2 CONDITIONS CLEARWATER, FLORIDA INSTITUTIONAL DISTRICT BUILDING 4,135 S.F. 6,405 S.F. 6,405 S.F. AREA (S.F.) KENNEL 7,071 S.F. 10,431 S.F. 10,431 S.F. AREA (S.F.) ~ ACCESSORY 2,241 S.F. 2,241 S.F. 2,241 S.F. AREA (S.F.) S FAR 0.06 (lNC ACCESS. STRUCT.) 0.09 (INC ACCESS. STRUCT.) 0.09 (INC ACCESS. STRUCT.) I ISR 0.15 0.25 0.25 PARKINr 18 29 PROVIDED 68 PROVIDED ~ SPACE (INC. HANDICAP SPACES) (INC. HANDICAP SPACES) (INC. HANDICAP SPACES) i (26 REQUIRED @ 4 PER 1000) (26 REQUIRED@4PER 1000) 24' 16'-10" 16'-10" ~ BUilDING HEIGHT (EX. MAIN BUilDING - TO REMAIN) (NEW TECHNICAL BUilDING) (NEW TECHNICAL BUilDING) .:J ~ 8 ~ ~ N - LOCATION MAP l:t: ~ Safetv HGrior QIJ' 10 111'1 TOTAL UNITS 4 - BUilDINGS 5 - BUILDINGS 5 - BUilDINGS 10 - KENNEL STRUCTURES 11 - KENNELS STRUCTURES 11 - KENNELS STRUCTURES 6-ACCESS.STRUCTURES 6-ACCESS.STRUCTURES 6-ACCESS.STRUCTURES NOTE: THE USE OF THE NEW TECHNICAL SERVICES BUILDING IS FOR AN EXISTING SERVICE THAT IS BEING RELOCATED WITHIN THE HUMANE SOCIETY OF NORTH PINELLAS. PREPARED BY: CONSUL liNG ENGINEERS 5300 WEST CYPRESS STREET, SUITE 300 TAMPA, FLORIDA 33607-1066 (813) 877-7275 (VOICE) (813) 286-1207 (FAX) mdcampo@PBSJ.COM (E-MAil) - - COVER SHEET I INDEX OF DRAWINGS GEOMETRY PLAN PAVING, GRADING AND DRAINAGE PLAN UTILITY PLAN DEMOLITION AND TREE REMOVAL PLAN MISCELLANEOUS DETAILS , PAVING, GRAl\ING AND DRAINAGE DETAILS UTILITY DETAII..S UTILITY DETAILS GENERAL NOTES CITY OF ST. PETERSBURG DETAILS CO C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 SITE PLAN APPROV~D CASE:# F~ ~_/~;:Z> CASE TYPE r2./'~'If~""~ j...'4{,J DRC DATE /./l. C? Q CDS DATE. "Z..' 'S .(;?~ SIGNATURE DATE , t. I . ~C) rr"'J t' ,.7-(rL'. C""~~;"'''C.~'' I' ...., il In ;c> I.; i:) I: \! { i I.~i i I ~, .~..t.,::.. L:::I U ' i I ! ,I,. ,-"-,_~~..,._~ \ ~ "S.I n li'" '. . '""'\;';-"-j IiI I ~Il I MUj OCT Z 3 ZOOOWI I . ..._ I PL'\~J~~!1:'l,:~ ;;, Oi::VELUf-'I\i'::N r eves ~j: '/ GF CLEAH\~iJ\ll:}~ AGENCY OCT 1 7 2000 SUBMITTAL ,CAMPO OCT 1 7 2DOO fl f.E. #53988 ST. PETE COMMENTS MOC CUENT COMMENTS MOC PER rOOT COMMENTS MD PER FOOT COMMENTS MDC PER HRS COMMENTS MDC PER FOOT COMMENTS MDC PER CITY COMMENTS MDC PER FOOT COMMENTS MDC PER CITY COMMENTS MDC CUENT COMMENTS MDC PER FOOT COMMENTS MDC PER CITY COMMENTS MDC SHEET NUMBER(S) BY: REVISIONS NEW TECHNICAL SERVICES BUILDINGS HUMANE SOCIETY OF NORTH PINELLAS CLEARWATER, FLORIDA JOB NO. 10-472,10 DATE: 07 29 99 SHT. 0 OF 11 DATE I c:i i i i ~ .t.~ ------..... )(-_.'-.-.-rG7::t~ I { I I I >( ~ NORTH LEGAL DESCRIPTION LEGEND GEOIIDCK srA8ll..llA11ON [:J-~;.?~~~-:f~~-71 ~~.' ~..'; ::.( C\ C, :.:: t". ,;:'!_"':;_l:""-::~"i':':::'.,.:,~::-;.:'_ ~ E.~~~1 ~ SCALE : 1":::30 LEGAL DESCRIPTION: A portion of the Southwest 1/4 of Section 4. Township 29 South. Range 16 East, Pinellas County. Florida. described as follows: From the Southwest corner of said Section 4. run S 89011'15" E. 478.20 feet along the South line of Section 4; thence N 00059' 08" W. 60.00 feet to the North right-ot-way line ot S.R. 590 and the Southeast corner of Tract B. SALL'S LAKE PARK - UNIT B. as recorded in Plat Book 69. Pages 81 and 82. Public Records of Pinellas County. Florida. for a Point of Beginning; thence along the Easterly line of said SALL'S LAKE PARK - UNIT B, by the following three (3) courses: (1) N 00041'45" W. 278.00 feet: (2) S 89.11'15" E. 20.00 feet; (3) N 00.41'45" W. 282.49 feet to the Northeast corner of SALL'S LAKE PARK - UNIT B and the Southerly line of SALL'S LAKE PARK THIRD ADDITION. as recorded in Plat Book 71. Page 21, Public Records ot Pinellas County. Florida; thence along the Southerly and Easterly line of said SALL'S LAKE PARK THIRD ADDITION by the following four (4) courses: (1) N 00. 40' 42" W. 4.46 feet; (2) S 89057'04" E. 65.00 feet; (3) N 00. 40' 42" W. 275.00 feet; (4) N 89049'2'" E. 219.48 feet; thence S 00040'42" E, 844.60 feet to the North right-of-way line of S.R. 590; thence N 89011'15" W. 304.39 feet along said line to the Point of Beginning. 30 I 60 I 30 0 l..r-~-~ ASPHALT PAVEMENT (J'O BE IDMD) ASPtW..T PAVEMENT FOOT PAVDEN1' SEC1ION ASPtW..T PAVEMENT RESURFACING --...----.- 5()-...-..--.... -- ST EXISl1NG CONTOURS PROPOSED CONTOURS PROPOSED STORY SEWER PROPOSED CUAN-our PROPOSED MANHOLE PROPOSED KEI' SEDIMENT AND EROSION CONTROl PROPERlY utE EXISTING SNlTAR'f SEWER PROPOSED SAtITIRt' SEWER . CURVE DATA DELTA ARC CHORD CHORD BEARING . . CURVE RADIUS CRO 90.0'0' 47.54' 42.7' N 45.0'0" W 30.00 ' ... C1 C2 40.00' 90.0'0" 63.87' 57.29' N 45.0'0" W ss C'(C'.".I(\N Ll.fC)WNCl liP 2(1 cry ITI.i ,) -::.. J I Jl ~., ,)1." _..1 '::)\.JU 11"ll rJINEL.LAS COUNTY, F-LORIDA s. W. CORNER OF SECTION .,....29.--16 F.I.f'. ;5/4" I I ~oo~~ I 1. THE EXISTING SIGN PROPOSED FOR REMOVAL SHALL BE REPLACED BY A NEW ~~~Pl~~~~WE ~1~~rSI:E SHALL SALL'S LAKE P/\RK I ~~ ~ BE LOCATED AND SIZED IN ACCORDANCE UN! T f3 ~j ri: Q (:;j WITH THE CIlY OF ClEARWATER ZONING P.EL 69, P. 81-82. _.J uJ t: (l~ I OROlllANCE AND lAND DlVELOPMENT ' ~ j ~ ;:: CODES. · ~ III C::' . ~_ "_J n: en ~ 2. THE PROPSOED SIGN stW.1 BE EASTERLY LINE OF ' ~,,~"- ~ REINFORCED MAS~NRY CONSTRUCTION WITH //....--- SALL'S LAKE PAfxK "'..-.-----.....-.-----..-.------..---.-------.-- p&; (/) '; I I SE CORNER 0' TRACT B =~~~~~= /(/ UNIT B --'----.,,,t :^ SAU'S LAKE P !""fx~< ._ UNIT B BUILDING. Z ", .-. CURB INLET ELEV. -. ~lA2 "' HlP [LEV. - 4.1.20 ,_ SRS9 J RC',I: d : _ ;: f}.8JAtE~t' 82 3 THE SI1[ UCHIING SIlAlL BE DESIGNED W ,. CONe. CURB ~ 85 1)jROA T ,",V. ' 42.10 I ' : r-~~ "/ MATCH II". Df~~E~~~Gh~fuN ANTH' ED MCOINNll~ULJUCTESECDURINIlYORR~QERUIRT~.EPNTSROVIDE ~".~R;'~~M';. ~ ~ ~ rp(o...I~k,:Mi,' /2" I F'~ W<>JO NE:. CCJrI"F-.,'::> 'or. "'AI L'S. __ I _' ,~O."'WAY ~ EXISlI<<l 48"lRANSIIISSION II!IH HUMANE SOCIEIY · · < ~ . bOij',~ ~ ~ U 00>' W) 1./ tENe< - "",' ". , '>'" ] j(-_' . '::~~~!~:;;L~~~~)H...----- _._._Y~f1l~~L~G _.___._.._OHW"._ --'-OliW'--'.' ...._ ____............___OHW........___\.__.__._. oHw..------..--.-.i-OI:W. _' )...i-<;----:~.-.._-._.- .._'. \ ( : 0 ~ ~- N "~~~~~~;. -, ~'N'T B \ ,.\ _ ~~: ..~.N;.(.-. I. '-,1.- N 00041'45" \Ai 1 278.0n~ \ ..) OHW..-.---.......-.---_.....__...OfIW EXlSilNG HIM EI.f.V. -~ .\9.36 -"\. ....,~ './ _...-....... _.ff. -. f F..'"C.M,,' 4.46 ~'l':, '.).., 'l.\ .'" ... ~...........__... ~~.... -.-...........- .", _~ ' ....-.------ r\. INV Fl.EV. -" :S().16. \. --' -.. , _. _'M ~ _ __ _... . \ 15" PALM ,_, IV o,~).- 1-0-... 6' WOOD '-.--.OHW-.._~:;, .:-..-.....--::!-.- 15" f~ .., S. INV. Elt.V. -. .H.91 ....-.. 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Vl I / h7' / ~.:I o'ri E I -- 1'<6'# ~ # Rr~". ~; \\t~ r:~~~ ~ .. ..:. \\~;.CO\~,.;. e\-o~9.:'];.._._. __._-.-~~\ (" }.:s-...-') '1) (1) 'L." - ~. M".l -; I \ l.~ \ 11' ~r " _..-----. .___ . _ __ .... __ . _ .@__ ~ -0: .... ... ~. _ v~ \<rNNfL ; .7-- P-,'tJ.1.' \ TEl "PHONE 1~.J re) ~"::d 't. -..J"'" .If': >--:. lie yo i!:: .\c. v:..~ ' (_, . ~~, I or;-AiN'AGf-u;;:~8~iT {~ / t.''':.. ~ ..\ . OA' I .-' :.\r;" (l K POND 1 ~ _ I ~ X J R40' . .\.. :. .\: ,- . \" ,-' . I 11' --: - , J '", ,~ "'- 50' J ! .,j I ~,. ~~: 'z'. ~ zoo+.J ~ ,;.>:.~p% ;~\'i:'~:::~ .(' L MAINTAIN MIMIMUM 30' ','" ~ - " g ~ 1 + " ~~. " . 0 ~~i ~ " ,. I ~';. ~~:;;. i ~ ~._._ _.'!'...~jP, ?-~...22 . " IY.\ --L r....~ ~ _.I ..-. s:;" "f~'~:' ': ~ 135.5' J } ( I fi , / .. ,i [ i _ 1 0' ~ . , 2, OAK ....._..__ ){'I; -.$- _ -..... -.:. +1' 'r-' 7~' t --J--~l}" I -J ~ ~ ~ ;'.: "" If... PM",. ')AK . \~!, 'I ~. , I ~.. < - ; .'" .-----j , - " - - . r; , V- ~ .. .,. c c l2J .'" , I > J f 0'. ~. r~ " 0 /V" . 13" OAK c ,~~-,;: "__J,,,,: (..,... 'Ie> . ~. · · · DWK.".'" .-" t .1.- J',. · ..: ~ ~- 1; ~ ',' @ "ilI '1- ~" ~ ~=, I ;:::L: 38J1~CEllII.OCK H- OU~ I I 1 I uN / o'.W OAK o I~' .,.. ~ ., ,'" I ~l:'t:~ ,4() I@on.s'(id'.)@. 1lF ~ ~ " '12~- -" l 5'--' 'J I "~"~~~" ~ 81~P5rFR I · I"~'. (l I I ,," 0':"'.0'" _ _. _ . - - 12' 5'-- - i ~ " 1"0," OH"OA' Or 0," 0 ".0," ~ ~.'.J I f-.I:I." . ~ CD ....... I." rIP - ~ 53' s" · ;; ~{,' 09" OAK 0 8" PALM 0 O. 4 ~~ 0 ~M- 0::: @ I "'" 0'" 0 ". OAK I i ~ " L_. ~__"_,, ,==c=.=,,-,..==.== \'\ J'.O'" '4. OAK 05. OAK ,f 0". "AK 0,. ~~OAK 0 ~~:~::. 0," I 4")(4" cU_.) LOCATED fAST Of P~E UNE \ 1/2827 -' P.R.M. O.O~ C" 0.64 E) (r.i. R. 1/2" LB 5789 0.14 N. .1.2 7 [) I . . . . . . I I rx r:.::'j EASTERLY LINE 01= SAL.L.';3 LAKE: PARK .31~D ADDI TION PD_ 71, P. 21 ,- ~.J.... ....:.-.( lY C,.(" "..1... 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O~~ >-OOW 1-0.... ~~~ UM~ o <( 00 W W ....I Z U <:(:':'." ~ ::> J: "- "--. no. revision / issue date 1 PER CllY COMMENTS 9/8/99 2 PER FOOT COMMENTS 9/16/99 :3 PER CllY COMMENTS 12/27/9 4 PER FOOT COMMENTS 1/19/00 5 PER CllY COMMENTS 1/20/00 6 PER FOOT COMMENTS 2/23/00 7 PER HRS COMMENTS 2/11/00 8 PER FOOT COMMENTS 4/17/00 9 PER FOOT COMMENTS 7/17/00 10 PER CLIENT COMMENTS 8/8/00 drawings GEOMETRY PLAN SJR (F.C.f.t 4"x4" 0.20 0.99' (F.I.R. 1.0 ::,i 0.20 0.73 project sheet date MAY 99' C1 drawn MDC LEGEND 3' SIDEWALK CENTERUNE OF PROPOSED 24' PAVEMENT SECTION EOP SWALE CL CEOILOCK srMLllA1lON ~':;~~ ~ ;;;.~ ;'1 (; t." L: '. ;> r: L ,.;...:t.:..'....:~..-;..n.:- ~ ~Q.~~I ~ 43 n 10' 10"' "U ..-.-.-.....-....-.....-.-..-.....-.....-.....-.....-....-.""-"'- ...-.-..-.....-.-.-.-..-..--..--..-.--..-.--.....-..... .-..--..-.--..--..-.-.-...-.....-....-..-.-...-.-.....-....-.....-.....-.~_..-._. -....---.-.....-....-.....-.--.....-...-.- ASPtW.T PAYEIIENT (10 II: REIIMD) 330 PROPOSED GRADE .. 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CONCREfE;.~ TRENCH DRAIN wtm STEEL GRATE 18- RCP ItN. = 40.9" SEE DETAIL 12 SHEET CS CONTRACTOR SHALl: VERIFY GAS UNE DEPTH AND LOCATION REPLACE 5' SIDEWAlK SECTION (REMOVE AT NEAREST EXPANSION JOINT AND MATCH T~:SRADE OF PROPOSED ,eifIVEWAy) " /,,// /// /' '" '(~ /1 I II , I (1 , Il/ \1 /, ....r~ ..--.-.. \ .... I I //, I ' ..- F 1/' (t) 11 .../ ~~ ~'-... / ()I' x ,./ IX! ,/// I! I I.' I i ::;) ~ i ~ ~ .:J o 0') L(') (:::) <( o 0:::: ~ X;:;;:/v / <:( x\X~ tn '~Q' X /' ..-..._.~....~-_._. "., _...----- ~- ~~ -------.__ _....... ""..- -~. ~ /r/'~ ........~ ~.--' ~ ~-" 4 ,....,.........- ..... ~..- -~_.... ...,./"" _...,,~,." ./ / .,/" EROSION ~~_~~__- ..5/ ISTING 48~~lRANSMISSION MAIN _, ...-_...-_..~. ./~/ ,., (CllY 9f'/ST. PEfERSBURG) _--/..--...---- N01E:.~PHASE 2 P~BKING IS AL~PAAAfNG 8.)Si3" / ",,~!J' ~/-;.f:~- ~T~~!JIST-;@f PHASE U~E1i' '" '" x " R.S.j 27" OAK ..-' .j 2c)" OAK [EXISTING GRADE .5" T-- - ~x ---...-........- ." 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REIIO'IE EX1SItIG PEN 1O~ ~ --... ~~ > ~. ~ ~ -:-O~"'-'-1 'I V-::.' \ I ~Q.: ~_.------ /REMOVE EXI5nNG PEN SHOIlN! ON SHEET C2 ..... XI be )( )( '>( > )( ') r. .... -:..:., .... XXx. 'X" ,,-V t-----, vr .. '. ---7 - -- ------ I REM~Y~JX~T1~g')( \ ./0.. ____ '--T\ 18,7 ttt-' r -\){'~.,~;\ 'I \~ REMOVE--AND-Ra~TE .. /~;t"--AME 3:......L-----...--------------- 6' CHAIN LINK EXoAL1SlON JOI"" ____. I \ I 0 ' EXISI1NG POWER POLE '\. I FENCE r",:~'W I ~----'~""'N' -- 1:0.CONC.-T-IL--r~,..-i4;0 ~ (BYartERS) ~L--REMM-~ST1!~'''''''~.e!~~'' r;AK ~~~JX~G~ REMOVEEXI. !\. .. _"---'-'-.. 3:e IFOUNDATlPN~I..-j _ .: ~ "'-----.... -,.-............---' ENCLOSURE, PONo--~/29 -._ AND COVER _:~,:"-~.~, SlAB REMOVE EXIS IN~ "'~~~: .. ~z~." [" ~l=t-j ~ PP \ );:~, \ -~ r--- ---~ WOOD FENCE ---------cii~~.::;;.f~~;):' WOOD RAIL xl BACKFLOW OR x ~,' ....J~-;;~.. 'ib--bi I ,~~pQ(_~..... \ r-----' I I 3' WOOD }-,,-} FENCE - \' AND . I~' G . , ~ \,.> _ _ I '120' _I I _;''X;? 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I ' ------- ~''-- / L -1'" 10 BE REM UPON .. ,",' _,... -'-'>-,)-r LINK, NCE I .5" OAK ,,/ r-- ".c., ~--- I ~ 27 -"'" -::"J -)II60D DECK J 1 COMPLETION OF CONSTRUcnON / ~~ ~. ( ~ < ~'- >-\...c~~ ,/............ / r~OVE.~ . _..-/ / lit> 18.7 I 6- --~.... I . ---------... WITH STEPS L ~i>< :::"..'" L p "'> I ,W ./ __ '" 24 _/ L ~ ___ __ J [ REMOVE EXISTING /-0- - - - -6 ~~l:)~~ E >-<~...I:r'",~ . ~"':::H::: ~ ~ I /Y1" '" .J4"llAK ---- ~.." FRAME CAGE / 3~E~~D ~~ ~!!:=-------,- x v ~~ _~ I-.,:t .;:T'~H~). ;;r/ ~VED SINC ,/' \".. r -, 3' WOOD /..---........... I REMOVE EXI5nNG BUILDING .' _:::> I~ / ~ ~ ~ >-: \H~ ,> _/-- __ 7 9 ...... BUILDING ALID PORCH ,,- I >-< 1: >- >-< ......, _ >Y-"" .___' I I .' I FRAME -- FENCE ~,--I'" " ~-(-\..~l:fHii~)- '. ~~~-{\H /_----- I~ I _---------- I' "I' I I CAGE '"' ...-------- r-a---~ - RE'~r I.!:f ~ ~~~. ~ -----=-r\12..-~...{}.. '!II ~ I ~ I I ~! "'-------- REIoICM: EXIS1IN~~ ;',26 -------------c-20-:G.-"""C Iif! 0... .,.".QZ" _ . . ".-___J....\....I.;.....--..._ I ./__- 22" OA I' I I r- - - ...J lJ , -. f'.. .'" ._ .....J ........_-- /~ ~ J" WOOD FENCE I r - -'., --- ,..- ~ /~~._____- I // __------"'j: L__ I I I ~~ I 01 I~ -f' % 0 /"' ---.j ./ I, I go 1.;1 IN FRAME I FRAME -- --f ./ :;] GT~" ~ //'/ ~ C3 NIl C4 R I}; /1'- 6' CHAIN UNK _________________ I U..o~:..L.!l.~J L_:EN I PENS <~~" J, .J "S REIoICM: AND ~TE //' ~ IATED : // : FENCE ~NG -----------I FRAME __7 - 25-_------;;J.---J I I J 9 r~~~~/"'~r~~-~~~~~? ~ =[_t~-~-~---~-~~r~~~ /1 . . ~ 17 '. . S.I.R. ~ _,-___-/ ..--- /' ~ 13 OAK . ._--- 019 OAK 17" OAK / ,....4, (F.c.M. ~es. _-.-/' ""..- 6' WOOD FENCE .-,/ /..........- --------..../ -......,................. .,-- /' 4"x4" o' '0.)> ,,- - - -- - /' ---.-/ -...---- .-.....----- /'. , ~EXISTltY48-/ TRANSMISSION t.W.M-----~/- //'/ ~ /.-------/ /' ~ \1 ~ V (9Ja;nyOF ST. PEfE~O' ,,---- ...~-.....,,,--..........---.-...'-""""- ::J " F ~. r-:- '-- (F.I.R. 1/2' <'. 27" OAK CJ ~ !Ii ~ LB 5789 ~, 26" OAK ~.L.~"", n14 N --- 2' CONe. CURB --~ 0:::: W .L \-- ,.-1"" .c.....l, C) Sf I . I-- SR59 SAWCUT HUMANE SOCIEtY DRIVEWAY AT EXISTING · IW-_OEf SITE DRIVEWAY · --~-----_.._--------- . -~..-._- ~H W -._.._ REMOVE EXI5'ONG SIDEWAlK "lllr~ EXPANSION JOIN\ ~. ......../ x o 0) LD , ~ I t i ~ ~ iJ -~ ''''-\ . . 8 ~ ~ ~ N .... DlO IESf CWPRESS S'IREET SURE 300 'WR. ~ 3'JM11 P\I. (813) S77-7275 ~ Z en::> C)O zU -en ~::s ::>...1 cr: COW W C/)~ t- Wo.. ~ ~:c~cr: >t-LO<( cr:cr:cr:W WOen..J C/)ZO() ..JLL~LL <(000 ~ ~~ ~~ - ()~ U wU t-O ~en WW Z~ ~ ::::> J: en ::s ...I W Z - c.. J: LO t- m cr: oq- OO('/) Ze>>..J LLLOLL Ocr:ti enW ~O~ Woq-~ _0> ()('/)~ o <( en W W ...I Z () <( ~ ::::> J: no. revision / issue 1 PER CITY. COMMENTS 9/8/99 2 PER FOOT COMMENTS 9/16/99 3 PER CITY COMMENTS 12/27/9 4 PER FOOT COMMENTS 1/19/00 5 PER CITY COMMENTS 1/20/00 6 PER FOOT COMMENTS 2/23/00 7 PER HRS COMMENTS 2/11/00 8 PER FOOT COMMENTS 4/17/00 9 PER FOOT COMMENTS 7/17/00 10 PER CLIENT COMMENTS 8/8/00 drawings DEMOLITION AND TREE REMOVAL PLAN project sheet date MAY 991 C4 drawn MDC Top Of Curb"\ 3' I' Trans. ., ------- EDGE OF PAVEMENT -.I PROFILE STRAIGHT END Anchor Boles With 2 - 2" x 2" x 4' Stokes Per Bole, 13 . o I b .... FACE OF CURB OB EDGE OF PAVEMENT <k PARKING SPACE BLUE ON WHITE OR WHITE ON BLUE. U- ti') DITCH BOTTOM INLET . o I in ::? . o I ;." EB CURB TRANSITION DETAIL N.T.S, e c:! .s ;j :i ~~ ~ SEED SURFACE ~ ~ . -- 0 N. ..., -CXl , EB GEOBLOCK DETAIL N,T.S, PRESTO GEOBlOCK (GB-131.25) SYSTEM WITH TOP SOil INFlLL 6" MIX OF 30% TOP SOIL AND 70% SAND/GRAVEL (CBR28. R220) t 6" COMPACTED (CB~3, ~6) SOil SUB-BASE 2/3 DRIP LINE FOR HARDWOODS FULL DRIP LINE FOR PINES . N l WOOD BARRICADE Post (Options: 2" x 4" Or 2 1/2" Min. Dio, Wood: Steel 1.33 lbs/Ft. Min.) I , ~I Optional Post POSitiOnS~ _ <0" Principle Post Position F'lt f b' (I 8, (Canted 20' Toward Flow) I er 0 nc n t: Conformance With ~ Sec, 985 FOOT Spec,) Filter Fabric Silt Flow - 0.063" STEEL SIGN ~ 1/2 " RI" FTP-25 " 1/2 " l' -0" "' 6' Max. . to I PARKING BY .... . 0 DISABLED I r-.. PERMIT ~ ONLY . 0 I i.o . 0 GRADE . I ,.... " TOP PART WHITE REFlECTORIZED BORDER AND LEGEND, BLUE REFlECTORIZED BACKGROUND. . VAN ACCESSIBLE SIGN SHALL BE LOCATED AT VAN PARKING SPACES ELEVATION SECTION - :::+-1.25' Note: Silt fence to be paid for under the contract unit price for Stoked Silt fence (LF). TYPE III SILT FENCE BOTTOM PART 1" SERIES "c" (F,D,OJ.) BLACK LETTERS. BLACK BORDER AND WHITE REFLECTORIZED BACKGROUND, .. 6" Anchor Boles With 2 - 2" x 2" x 4' Stokes Per Bole. ]IIIWllilllllllllllllJJllluJUwlliwlllWIIIII r + · TIlliIIIWIIIWIIIIIIIIIIIIIIIIIIWIIIWIIIIIIIIIIII: 6" TI~ ~ ~ III ~ ~ ~ III ~ ~ ~ III ~ ~ ~ III ~ ~ ~ III ~ ~ ~ III ~ ~ ~ III ~ ~ ~ III~III: --L ~,j- q~l-- As Required Boles To Butt GAlV, "u" TYPE FLANGED STEEL POST. SIGN SHALL CONFORM TO THE AMERICAN DISABILITIES ACT OF 1990 AND WITH THE PINElLAS COUNTY ACCESSIBILITY CODE. PLAN PLAN loose Soil Placed By Shovel And lightly Compacted Along The Upstream Edge Of Bales. Anchor Boles With 2 - 2" x 2" X 4' Stokes Per Bole. ~ .~erloP Ends ~FiII Slope _~n~ ~FiII Slope 'Ol .... 4" Wl-ilTE tTYP,) 6- .1 9' _I - 9"! - 9'. I. g' _ I ,~ I . ELEVATION ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE BARRIERS FOR Fill SLOPES ~ BALED HAY OR STRAW BARRIERS EB AND SILT FENCES (F.D.O.T.) INDEX No. 102) HANDICAP PARKING AND EB SIGN INSTALLATION DETAil 2"x2" STAKES. DISTANCE BETWEEN STAKES SHAlL BE NO MORE THAN 5' APART. I~ VARIES EB TREE BARRICADE DETAIL NJ,S. 1/4 " / FT, MIN. , .=;'. .... bo, 0'0'1>, O'o'/> o'~'b 0'-' 0'." ,., . ; ,0'/>'.; ,0',....; ;O',b.'." '0'1>,0.1>'0 .0 b-, 0 ,0 /:a I 0' 0',. 0 .. A . , . 4 · , .. 6 . , ., ~ . ,.. , : ta. ,.; ,0' b .; ,0' I> ".; ;0' " .. A . , ... . , ".6 . EXPANSION JOINT 11- " " 6" .NQIES 4" CONCRETE (3000PSI) WITH FIBERMESH POLYPROPYLENE FIBERS 6" X 18" CURB 3000 PSI CONCRETE 18" 1. SIDEWALK TO BE MINIMUM 4" THICK CONCRETE. 2, SIDEWALK TO HAVE 1/2" RADIUS TOOLED EDGES. 3, CONTRACTION JOINTS AT 5' INTERVALS, 4. EXPANSION JOINTS AT 30 FT, MAX, O,C. AND SHALL BE CONTINUOUS ALONG CURB, 5. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2" X 6" BITUMINOUS EXPANSION STRIP. 6. MINIMUM CROSS SLOPE 1 /4-" TO l' -a", MAXIMUM 1 /2" TO 1'-0", OR AS DIRECTED BY THE ENGINEER. 7, AREA UNDER PROPOSED SIDEWALKS TO BE COMPACTED PER FOOT STANDARD SPECIFICATIONS 128-9.2 8. DISTURBED AREAS TO BE SODDED AS DIRECTED BY THE ENGINEER UNLESS INDICATED OTHERWISE. 9. SIDEWALK TO HAVE BROOM FINISH. 10. CONCRETE SHALL BE CURED PER FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION 520-8 6"x18" CURB EB 6" CONCRETE CURB DETAIL FOOT APPROVED STEEL GRATE (H20 lOAD RATING) EB SIDEWALK TYPICAL SECTION 18" RCP CLASS rv 1 - 3" LIFT S-1 ASPHALTIC CONCRETE 2 - 5" LIFTS ABC BASE (98% MAX. DRY DtNSITY) EXISTI NG COMPACTED SUBGRADE NOTE: PAVEMENT SECTION PER fOOT STANDARDS - FOOT INDEX 513 AND 514, ~ - I ~ o I ~ ~ ~ :;) :J:: ~ o ~ ~ a: u .....- .:.J 1 1/2 " TYPE PC-3 ASPHALTIC CONCRETE 6" L1MEROCK BASE (98% MAX. DRY DtNSITY) (LBR 100) 12" STABILIZED SUB-GRADE (98% ' MAX, DRY DENSITY) (LBR 40) 6" CONCRETE II 24" NOTE: SEE GEOTECHNICAL INVESTIGATION PREPARED BY DRIGGERS ENGINEERING SEVlCES INC. ON JUNE 21, 1999, FOR ADDITIONAL SITE PREPARATION AND COMPACTION SPECIFICATIONS, I. 36" NOTE: CONTRACTOR SHALL PROVIDE SHOP DRAWING FOR REVIEW PRIOR TO MATERiAl ORDERING. EB F~.~T PAVEMENT SECTION ~ ~ ~ co ~ o - EB PAVEMENT SECTION N.T.S, @ 36" r.~ENCH DRAIN 38" EL. = 40,9' MANUFACTURER TO SPECIFY REQUIRED CONCRETE STRENGlli AND REINFORCEMENT ~Ift. or- 126 ThIrd Avenue North. SuIte 102 Safety Horbar. Florida 34695 Phone: (727) 725-0111 Fox: (727) 725-0209 Architecture . Plonnlng. EngineerIng AAC002095 . EB0006092 5300 WEsr CYPRESS STREET SUtTE 300 TAMPA. flORIDA 33607 Ph. (813) 877-7275 ~ Z en::) (!)O zU -en ~::s :J...J a:: alW W en~ I- wa.o~ gJ:ma:: >t-I.O<( a::a::a::W WOen...J enZOu ...Ju.~u. <(000 g ~~ ~~ - U~ U Wt) t-O 3= en WW 2~ ~ :J J: en ::s ...J W Z - a. J: ~ ~ ~ OO("/) 2m...J u.1.OIJ.. o a:: a:: ft )-enW I-O~ ~~3: U("I)c::: o <C en W W ...J Z t) <C ~ ::> J: ~., t ,I ,~ no, revision / issue date PER CITY COMMENTS 9/8/99 2 PER FOOT COMMENTS 9/16/99 3 PER CITY COMMENTS 12/27/99 4 PER FOOT COMMENTS 1/19/00 5 PER CITY COMMENTS 1/20/00 6 PER FOOT COMMENTS 2/23/00 7 PER HRS COMMENTS 2/11/00 8 PER FOOT COMMENTS 4/17/00 9 PER FDOT COMMENTS 7/17/00 10 PER CLIENT COMMENTS 8/8/00 drawings MISCELLANEOUS DETAILS project sheet dote MAY 99' C5 drown MDC ~ N ~ ! i ::> ? i ~ ~ .:.J ~ o ..... Cft ~ CO ~ ..... 4'-0. Or 2'-11. > II 2'-11. Or 4'-l 8. - S'-O. (Unl... ott.wlH Shown In PlanI) 8. I -J B ~L 8. ]'_A. nr 1.'-tJ. 8._ - (Um. 0therwIlIe Shown In Plana) m tl NOTE: AIt. B structure Bottom On~, See Indu No. 200 (for Pipes ~ Dla. And Larger) INLET WITH STRUCTURE BOTTOM GENERAL NOTES 1, This Inlet is de8lgned for ...., cfltchee, or other CIrtCII eub~ to heavy wheel Ioada, minimum debris and eubject to pedIItrIan _/<< bicycle traffic. 2. When alternate .a. grate Is IplICifled In pIanI, the P is to be hot dipped galvanized after fabrication. 3. ReInforcing - No. 4 bal1 at 12. ctrI. both ways. cut or bend bare out of way of pipe to clear pipe 1 1/2.. 4. AI.xposed edg.. and comet'I 8haB be tooled to 1/4. raclIua. 5. Recomended maximum pipe IIIzea Ihown are for c:oncnIt8 pipe. DIMENSIONS AND QUANTITIES D x A E F B c 4:1 Slope I: :IE II G ~1- rr- u -1~L~ . 4'7 ~ _ ~ --...~ l' I 1/ ~ ~ ~ - --r~ OR ROUND CORNERS A-- .""...-- -to I :I Q ~ I ( 1 I -- - I- -- 'lit - I~ \ If ^ '- 4~ CONCRElE SLAB, 3. OR 5r- lHla<, ,/ REINFORCED WllH Wttr IXI-Wl.4XY1'1.4 TOP VIEW-SINGLE PIPE r PAVEMENT EXISTING GRADE .:':.::':.::':.::':.: ~ ROAD BASE ...................... '~ "::':-'::::':"::::':"\':"\':"::::':"::::':"::::':''::::':"::::':":":'::':":':":":':"~ ~. ~ ~ . 4'-3. 2'-1'" I A-i .. A-.J PLAN tn~ " / tn. "" -1 s COMPACT IN 12- LAYERS ~ ~ ~ s ; ~,"","","","",".',"","","","","","". ...,..... ~ ............................................................:...:................'...... ............ ~ ....................,.... ...... ....... ....... ....... '..... .... .... ". 6 ~ ~ ~:..:....:..:....:..:....:..:......~.....:..:....:..:....:..:....:.. '. '..,.. .... '. .... '.'i' r STORM ~ ..... '...... ....... ....... '. '. '. . '.1 SEWER 1..... . ... .... ..... ~ lWN ~ ........ , ~............... ...........,..'....... ~~......:.......:.......:.......:.......:.......:.......:............................... ~ 'V".I""'llo... .. .. . .' . .' . .'. . ....'>Y'/~/~/ "0>,...... """" ""'Y' 12- PIPE 12- .... DIA. ., COMPACT IN !, LAYERS L NOTES: 1. TRENCHES LOCATED UNDER PAVEMENT SHAll. BE COMPACTED TO 100X OF MAXIMUM DENSIlY BY A.A.S.H.T.O. T -99, METHOD C. 2. TRENCHES NOT LOCATED UNDER PAVEMENT SHAlL BE COMPACTED TO A ARMNESS EQUAL TO THAT OF THE SOIL ADJACENT TO THE TRENCH. 3, REPlACE~ENT OF PAVED SURFACES SHAll. BE MADE IN ACCORDANCE TO APPUCABLE LOCAL REGULATIONS. EB TRENCH BACKFILL DETAIL 2'-1.- B '- -1 EB .'-3. .'-1' O. to O. 5. 5. 5. 5. 3. ~ Bar t. 1~ 5. lI' (5 Requlnld) -----..... __ ~_L.llnlet II~/'/'/,/,/,/'/'/~II OPTIONAL BAR SPACING 5'..... 4'..... 4'-3- 8. 2'-11. 8. Inlet ElevatIon M Shown S. llnlet -; L.o- L- On Plane \." I / I .- ~ StMl Grating. See DetaIl --. ~i./ V- ..... ~ '! 'l~ ~./ I. ~ !j: ~ (~W ~~- ~1~.~1 ~J ~ ~ ..:. 6. . . I ~ , .. IT 4'-3. O. to O. Bar ~ 1..- 5- 13. S. (4 Reqund) --{. ..,('... I ,\.F .~ U7 , I" ,. " '7 I /]0... ~ V / 17....., IntennedIatI BaI1 ~ MaIn Bare 8. 8. ~~- ~ - -- ~I ~ " / ,.. , " /'" cu- .- ~/"\ ",,", /,. ,. 7, " /',' l' · · ~ ..7'- ","'1 .-4 RJ.-4 , /," cillO / ,/ / t::. ~ II I~J ~ I::J~ - I~~ IoJ'" ......- STEEL GRATE 4'-0" 8 8 L 5 x 3 . 5/18._ \ I. 1\ II Refer To IndIIC No. 231- f\ I for WtId 0ItaiII And SectIonI I. ~ 2. Clear 2. Clear \." "\... - ..... .. -- .. .. . ,., SECTION BS RecorMnded MalcImum Pipe SIze: 2'-11- WaY - 24- SIze 4'-0. WaD - 36. Size 1WO REQUIRED PER INLET 5. steel Grate Main Ben 5. . 1/4. intermediate Ben1 1/2. x 1/4. Retlcullne 8011 1 1/4. x 3/16. Steel Grate: ManufGcturecl It/ BonIen, FIoricla steel. u.s. foundry irving, RelIance, GreuIch (Or Equal). SECTION M TYPE "V" GUTTER INLET (FDOT INDEX No. 221) N.r.s. ---~ ~,-- /" \7 \/ , I ~ air \ \ I' I ?>A rb.:.-- '" ---..... IL AQ' A~' A 7' ' 4~' . 4~' I l ~4' ~~, , ~~, . '~ -.~ ,,~ ~ Y' OR s.- ~ . "^- DEEPEN ARouND OUTSlQE EDGE Of PIPE FOR St .4 I ., '. ~ .... . # .., ///// 7-x-T77 . '-I "AQ Q . CON~ PIPE \ CONNECTQ8 ~ ~ t: =- s~~ -... ~ __ ... - ~ ..,' NOT LESS lHAN D NO PIPE JOINT ~~nm UNLESS APPROVED BY lHE ENGINEER -. E F (PI E TO BE INa..UDED UNDER UNIT PRICE FOR MITERED END SECllON) SECllON (FOR USE WllH ROUND CONCRElE PIPE) JU:: · ,G " 14 BAR fA. 5' SOD ~~ r-~ EB MITERED END SECTION (FDOT INDEX No. 272) STEEL GRATE U.S. FOUNDRY No. 6615 {OIL SKIMMER / / GllAlE EL = 27.0 WEIR CREST 1 ! V EL-25.60 I L__ SLOT --I I I 1-__ V EL = 25.25 I I 15' I I R"P I I ... I I IrI.E. 24.5 I -{ I ______J NOTES: 1. SKIMMER SHAll. BE MADE FROM ABERGLASS REINFORCED THERMOSETTING RESIN WITH A 40X NOMINAL ABERGLASS CONTENT AS AS SUPPUED BY ENVIRONMENTAL COMPOSmES,INC. OR APPROVED EQUAL 2. ALl BOLTS Stw..l BE A GALVANIZED STEEL MATERIAL. --L I. ~ 1.4,-r- 1.8' WEIR ..I ~0.35' I ~ ~ SlOT WEIR/SLOT DETAIL A - -.... "'-- 15- R.C.P. '-. .'-'-~""'-'-. .'-'-:-. '-'-'- ".. ,"' STEEL GRATE WEIR OPENING ~ ~ 1.8' --I ~ ~ ~~$~ 1'tPE 'c' TOP Of BNlK ~ FOOT INlET EL 27.80' MIN. 1'MIN.- ~'1 .. ~ :'"""1 .'''1 X'II ... j " (I SKIMMER BarrOM EL - 25.00 3.2' "II TO SPREADER SWALE M G SINGLE DOUBLI TRIPLE QUAD. N PIPE PIPE PIPE PIPE _22' '>1;lJt, ~- ~~~ ~ r- ~ ... - I- -... ...... -h .... I-, ...__ I.-H i".1- ~ ....... !r-H i".h """" _ W fo.-I.-J OIL SKIMMER./ ,. ., 0.8' - I.E. 22.0 - A - - 0.1' - SLOT PLAN SECTION A-A POND "1" VEGETATED lIlTORAl SHElF EL = 23.25 MIN. EB POND CONTROL STRUCTURE 10 - MODIFIED TYPE "C" DITCH BOTTOM INLET Z ::E / BUILDING/SIDEWALK CONCRETE SLAB FINISH GRADE II co j i ];;[I1~ > ~lllll ~ -11/:1.11 ) - =TTI > \\ - -~>O 24" MIRADRAIN 5000--./ I 12" FLU~a~j~~: ~~~ER) -1 z ::E CLEAN GRANULAR FILL WITH A FINES CONTENT OF LESS THAN 12'- . "It N ~ 6' ADS PIPE (TYP) (SEE PlAN VIEW FOR INVERTS) EB UNDERDRAIN DETAIL I UMrr5 I - OF- SOD I WArrs - OF SOD LoJ Z ::::J I ~ I I ! rL 33.0 I !/ _ - MATCH EXISflNG ~ GME ! .rt 29.0 I -------L ~ISflNG GRADE 2,L ~ t 27.8 I I SOIl SIDE -' ' ~\ u SHW 25.25 ~ SLOPE TO EL=25.25 EXISTING DRIVE\JAY GRADE ~A~\JCUT EXISTING TO BE REMOVED i/48'551 EDGE OF PA VEMENT ~ 47.1 R/\J / ri 45.5 I I / ;147.2 1 r48.0 I "' / / / / __ - - _I _ '\ / / __#----" , / _~--'" I 5' SIDE\JALK ' - T ~ ''-'''''N '~"'I~~ ~I 'CI:' ~ -... ....... ~~...., ~ ~ t PROPOSED DR VEIJAY(SEE DETAIL 11, SH;rT CS fOR SECTION) 7 22.5' 23,4' --.- ~."it. ~u,.,u .J7U " r:ftuPOSED '--- rlOr'~"RFACING AAC:E , 12- Afj(J.J[ PIPE I gOMPACT IN ~- LAYERS ~ ~ .,. PA VEMENT / ELEV. 45.6:t--/' 24' TRENCH DRAIN SEE DETAIL (SHEET C5) 2,L , EB SECTION C SCALE: HORIZONTAL -1-=10' VERTlCAL-1--5' 24 EXISTING BASE EXISTING DRIVE\JAY GRADE ~SA\JCUT EXISTINj/TO BE REMOVED EDGE OF PAVEMENT ~ 52.2~ 52.4 r-f 52.5 J I 1 / ~ r-t 52.7 ~ / / 7 7 '\. / . T 22 STATE ROAD 590 R/\J I , ;-l53,10 I ., " ED _, .. \. '-- RESURFACING \ ,,,., u:'. t'D~C' C'I ^Dn'-- . PROPOSED BASE \ v ~ '-- PROPOSED DRIVE\J A' (SEE DETAIL 11, SHEET C5 FOR SECTION) 24.5' 21.4' 2.9.- ~ c\1' ..i!r:'-:\!i~:J.r:,:..:~, c.:. ....li:_.~ :.. .h....fi~.,,-'tr.'.l!r-I!t-...!l!.-li.:~.nr..:.~ ~:~!I-.,. ~n' I PAVEMENT ~7 ELEV, 51.8 :t--=:::7 / 24' EXISflNG BASE EB ~C~~~l.~' VERTICAL -1--5' UMrrs - OF- SOD 3L- 31- EXISTING GRADE r 27.8 I rI 27.8 I -~ '- MATCH EXISTING GRADE 0 2: 1 30 ~ 2L- 27.8 I -:- ~ !-5' 21- SOD SIDE SLOPE TO EL=25.25 DHW 26.80 '\7 SHW 25.25 23.25 I ":' POND 1 2L AN ISH GRADE FOR~ 23.25 1 LITTORAl ZONE 20:1 MIN. r23~1 \ POND 1 NATIVE SOILJ ':? --'" l~ 20.0 1 - 24.7' +- 36' - " 22 ':? --'" - c..; 2L L~ 20.0 1 h-~ 34' "'4 .., .., I '-- 6.5' - 5' SECTION 3A SECTION 3B EB SECTIONS A AND B SCALE: HORIZONTAL-1-=30' VERTICAL -1- -3' ~ ::::J ~ ,UMrrs ~ -OFl SOD ~ -5,1 I ....r21:8 1 SPREADER SWALE r- SEE PLAN VIEW I FOR ADD. DETAILS ~ ..... .... -4: r 24.5 J--"1: ~ r-1~ 2' ~~ UNE SWALE W/SAND CEMENT RIPRAP (OR APPROVED EQUAl) - 8- SILT OR OTHER HEAVY ORGANIC TOP SOIL MATCH EX. GRADE ~~._- 128 Third Avenue North, Suite 102 Safety Harbor, florida 34895 Phone: (727) 725-0111 Fax: (727) 725-0209 Architecture 'Planning' Englneerfng MC002095 . EB0008092 UlO IESI' CYPRESS SIREET SIJIE _ TAII'A, FI.OIIIDi\ DJ07 Ph. (813) Fm-7275 r: Z en::> c>0 zU -en ~:5 ::>...1 0:: mw w en~ ~ WO- ~ ~J:~C::: >1-1.0<( C:::O::o::W WOen...J enZOu ...Ju....q-u.. <(000 S:2 Mr: ~r: - U~ U wU 1-0 ~en WW Z~ ~ :::> :c en :5 ...J W Z - 0- J: ~ I- CO 0:: ..q- OO('/) Zen...J u.. 1.0 u.... 00::0:: >-enW 1-01- ~~~ U('/)c::: o <( en W W ...J Z U <( ~ ::> J: revision / date no. issue 1 PER CITY COMMENTS 9/8/99 2 PER FOOT COMMENTS 9/16/99 3 PER CITY COMMENTS 12/27/99 4 PER FOOT COMMENTS 1/19/00 5 PER CITY COMMENTS 1/20/00 6 PER FOOT COMMENTS 2/23/00 7 PER HRS COMMENTS 2/11/00 8 PER FOOT COMMENTS 4/17/00 9 PER FOOT COMMENTS 7/17/00 10 PER CLIENT COMMENTS 8/8/00 drawings PAVING, GRADING AND DRAINAGE DETAILS project sheet date MAY 99' C6 drawn MDC WATTS SERIES 009 r (OR APPROVED EQUAL) o NOTES: 1. 'w'ATER MAINS TO BE ON NORTH or EAST SIDE OF R.O.'w'., APPROX. 4 FT. BACK OF CURB UNLESS OTHER'w'ISE AUTHORIZED BY CITY ENGINEER. 2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE SHEET NO.3). THESE SERVICES TO BE CoNSISTANT \v'ITHIN THE SUBDIVISION. DRIVE\v'AYS SHALL NOT BE BUILT OVER METERS. 3, ALL LINES SHALL BE CHLORINATED o.nd PRESSURE TESTED (TEST FOR ONE HOUR @ 150 P.S,l.) UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE TESTING o.nd CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES. 4. TEN FT. SEPARATION REQUIRED BET\v'EEN PARALLEL \v'ATER S. SANITARY SE\v'ER LINES. 5, SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4' PVC MAINS. SADDLE IS REQUIRED FOR 2' SERVICE CONNECTIONS TO 6' o.nd LARGER PVC MAINS, LARGEST SERVICE CONNECTION TO A 4' MAIN IS 1 1/2 ' o.nd LARGEST TO ANY MAIN IS 2'. 6. MINIMUM DISTANCE BET'w'EEN SERVICE TAPS TO BE NOT LESS THAN 36'. 5JOO WEST CYPRESS STREET SUITE 300 TAMPA. FI.ClRltI' JJ607 Ph. (813) 877-7275 Top View Approved Bo.ckflow Prevention Device Ford Meter Ford Angle V o.l ve(Flo.nged) Flow .. Nipple Meter (Flo.nged) Stop Threo.ded Corporo. tion MUELLER H15008 or o.pproved equo.l (Ta.p o.t 45~ Angle) ~ Curb Stop , MUELLER H14350 with ~ COMpression inlet or Lock \.ling o.nd o.pproved equo.l ~ OJ E o OJ ;->t5 lflC;:; ~ U c OJ -- t5 d__ ~(I) ~ ~ Z en::J GO zU -en 9::5 ::J...J 0:: mw W CJ)~ ~ WQ. ~ Q:I:~et: >....Lt)<( et:et:et:W WOen...J enzoU ...Ju.~u. <(000 Q (\')~ ~~ - U!:!:! U wU 1-0 ~en WW z~ ::E ::J :I: 12' t CJ) ::s ...J W Z - a.. :I: ~ ~ ~ OO("/) Zm...J u.Lt)U- oet:ci >-enW ~o~ W~~ _0> U("/)~ o <( CJ) W W ...J Z U <C ::E ::J :I: Sa.ddle if Required See Note 5 \.10. ter Service Tubing Driscopipe 5100 or Endot/Yo.rdley Blue Jet, SDR 9, 3408 Polyethylene So.ddle sho.ll ho. ve double sta.inless steel stro.ps with epoxy coo. ted ductile iron body. NOTE: Device Must be Insto.lled level. \.10. ter Mo.in EB EB 2" REDUCED PRESSURE BACKFLOW PREVENTOR SERVICE CONNECTION DETAIL NJ.S. NJ.S, C. I, PLUG r-4'-j ) r-4'-j FINISHEP GRADE / OJ C 1. RISES SHALL BE INSTALLED ON ALL 'WYES (BOTH PRESENT 8c FUTURE SERVICES) TO PROVIDE DEPTH AT SERVICE NOT OVE 4.0' EXCEPT 'WHERE OTHER'WISE REQUIRED. 2. MINIMUM CUT UNDER ROADWAY - 4.0'. MINIMUM CUT AT PROPERTY LINE - 3.0' DR AS REQUIRED FOR SERVICE. 3. RISERS SHALL PREFERABLY FOLLO'W SLOPE OF BANK TO REQUIRED DEPTH. 4. RISER MATERIAL SHALL BE THE SAME AS MAIN MATERIAL. NOTE ~ ....... t. ~" \,,;" >t ~'t :";! " ~ 'q 4' RING OF CONCRETE (3000 PSI) Bo.ck of Curb or Edge of Po.veMent Mo.x, 15' - Min. 4' 18' Min. 24' Mo.x, 4" ~OMPACTED BACKFILL . /vo.tve Box ~ Disto.nce Vo.ries '~~, L~~ SEE NOTE 2 I' , SERVICE PIPE 45. BEND 8' DR 6' COMBINATION FITTING (SEE PLAN V I EW) C :i: C>>- , I i / Mech. -, \D I .. C\J 'T' DR 'Y' BRANCH 8c BEND ~ revision / no. issue date 1 PER CITY COMMENTS 9/8/99 2 PER FOOT COMMENTS 9/16/99 3 PER CITY COMMENTS 12/27/99 4 PER FOOT COMMENTS 1/19/00 5 PER CITY COMMENTS 1/20/00 6 PER FOOT COMMENTS 2/23/00 7 PER HRS COMMENTS 2/11/00 8 PER FOOT COMMENTS 4/17/00 9 PER FOOT COMMENTS 7/17/00 19 PER CLIENT COMMENTS 8/8/00 drawings UTILITY DETAILS Joint Vo.l ve OR 6' PIPE (SEE PLAN VIEW) I ONL Y APPROVED Kennedy Guo.rdio.n No. K -81A Muller Centurio.n No. A-423 U,S. Pipe Metropolito.n '-- Restraining Joint <Typ,) SECTION ELEVATION NOTES: i 1. Steo.Mer Connection to Fo.ce Street, 2. All Fire Hydra.nts to ho.ve 5 1/4 ' Valve Seo.t,. 3. Fire Hydro.nts Sho.ll be Pla.ced at Street Corn~rs or in the R.O.'w'. Adjacent to Side Lot Lines 'w'henever Possllole. 4, See Sheet 3 for Typica.l Connections S. FittlngsoREv. DATE PLUG CONCRETE ~ ! ...; I ~ b I ~ t ::> :I: ~ o ~ ~ ~ .:J EB TYPICAL FIRE HYDRANT SETTING ffi STANDARD CLEANOUT DETAIL SERVICE CONNECTION - DETAIL EB project sheet date MAY 99' C7 drawn MDC NJ,S. N.T,S. N.T,S. <0 10 o - 0\ ~ <0 ~ o - 5300 IESI' ctPRESS SIREET SURE JOO TAMPA. FI..OID 33807 Ph. (813) 877-'1275 r- See Manhole Cover detail 3' / 1 PER CITY COMMENTS 9/8/99 2 PER FOOT COMMENTS 9/16/99 3 PER CITY COMMENTS 12/27/9 4 PER FOOT COMMENTS 1/19/00 5 PER CITY COMMENTS 1/20/00 6 PER FOOT COMMENTS 2/23/00 7 PER HRS COMMENTS 2/11/00 8 PER FOOT COMMENTS 4/17/00 9 PER FOOT COMMENTS 7/17/00 10 PER CLIENT COMMENTS 8/8/00 drawings / Steel reinforcement Approved barrel joint seals are -O-Rings. and "Ram-Necks- Concentric cone (Flat cover on shallow manholes 0' to 4' depth) 5- min. wall thickness type II acid resistant cement 4000 p.s.i. 4' Min. NOTES 1. Manholes shall have an interior and exterior coating of at least 15 mils dry thickness PROlO EP214-351 Epoxi-Mastic or Koppers bitumastic black solution 300M. ~ Z en::J c>0 zU -en ~:5 ::J..J ~ mw w en~ I- Wo.. ~ S:2J:~~ >I-LO<( ~~~W WOen..J enZOU ~~~~ U ('I) z>- ~ J:tu - U- U wU 1-0 ~en WW Z~ ~ '::J J: EB PRECAST MANHOLE CONE DETAil NJ.S. r See Manhole Cover detail / GROUT AND SfAL MANHOLE CONE TO STRUCTURAL SLAB . CD H/4' 117 ~ 5/8 - Min. 4 Required no. Required Non Skid Pattern Required / STRUCTURAL SLAB (BY OTHERS) SEE STRUCTURAL PLANS FOR DETAILS Concentric cone (Flat cover on shallow manholes 0' to 4' depth) 3.5' (lYP.) RING - HALF PlAN .:. .. .': , _'.. .: . 4' - ...... .::.,. . . : : .' ,. : .. . . _ ... .. ..' .. · .... .. . : .:4". . . ." ,.,. . .. .. . . . .. .. ....... ......~,.,.;,~ :..#...;.... '.' '" .-: :'.. .'. .~. " . ~. ~ 4 .. . . A 4 . . . :...4 '. '. . N ~ revision / issue . ~ ,., I ,.- SOLID COVER " EXISTING SEPTIC TANK 4' . .. ~~ I ,- 22-3/4- ",''- 5 ~~~ _nod Surface . GROUT AND SEAL. SLAB (BY OTHERS) TO EXISTING SEPTIC TANK d o . en . ,... I RING - SECTION Minimum Weight 7- 232 Ibs. g- 278 Ibs. SaUD COVER SECTION Minimum Weight 128 Ibs. ~ .. I ~ I i I ::> ;; i :...J ~ ~ .:J NOTES 1. Where roadway base is 8- or thicker use g- ring, all other cases 7- ring is permissible. 2. Manufacturers model of storm ring and cover to be approved by C~ Engineer. en :5 ..J W Z - a.. :c LO I- m ~ V 00('1) Zm..J LLLOLL O~~ >-enW 1-01- ~~~ U('I)~ o <( en W W ..J Z U <( ::2E ::J J: date UTILITY DETAILS EB MANHOLE CONE, RING AND ,COVER DETAil NJ.S. project Efj MANHOLE RING AND COVER DETAIL NJ.S. date MAY 99' drawn MDC .... 9- :g ~ CD N ~ .... sheet C8 ~,... ..- 126 Third Avenue North, Suite 102 Sofety Harbor, Florido 34695 Phone: (727) 725-0111 Fox: (727) 725-0209 Architecture . Planning. Engineering AAC002095 . EB0006092 GENERAL CONSTRUCTION NOTES CLEARING AND SITE PREPARATION NOTES WATER SYSTEM NOTES DRAINAGE SYSTEM CONSTRUCTION NOTES 1. All ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (1929), 2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS, THE CONTRACTOR SHALL VERIFY THE lOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION, BY CALLING FLORIDA SUNSHINE STATE ONE CALL CENTER OF FLORIDA, INC, AT 1-800-432-4770. 1, PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS, IT SHAll BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAl FROM THE OWNER. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN, 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE, WITH SOilS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOilS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 3, CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WilL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING AND LITTORAL ZONE PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. 5, ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS, 6. CONTRACTOR TO OBTAIN All NECESSARY PERMITS AND APPROVALS PRIOR TO REMOVING ANY EXISTING STRUCTURES, 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIfY All UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY EXISTING STRUCTURES FROM THE SITE. 8. THE lOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR/SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S/SUBCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR/SUBCONTRACTOR SHAll EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR lOCATED BY THE UTILITY COMPANY. All UTILITIES WHICH INTERFACE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANIES AND THE CONTRACTOR/SUBCONTRACTOR SHALL COOPERATE WITH THE UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR/SUBCONTRACTOR BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. 1. A VERTICAL CLEARANCE OF 18 INCHES SHAll BE MAINTAINED BETWEEN SANITARY SEWERS AND WATER MAINS. IF CLEARANCE CANNOT BE ACHIEVED BY ADJUSTING WATER MAINS THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON CLASS 54 A MINIMUM OF 10 FEET ON BOTH SIDES OF THE CONFLICT POINT, AS AN ALTERNATIVE THE SANITARY SEWER MAY BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR THE REQUIRED 10 FEET ON EACH SIDE OF THE CONFLICT POINT. 2. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. 3, ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 4. ALL WATER SYSTEM WORK SHAll CONFORM WITH lOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 1. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS", 2, ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) WITH RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED ON PLANS, ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PLANS. 3. PIPE lENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE INCLUDED IN LENGTHS. revision / no. issue date 1 PER CITY COMMENTS 9/8/99 2 PER FOOT COMMENTS 9/16/99 3 PER CITY COMMENTS 12/27/99 4 PER FOOT COMMENTS 1/19/00 5 PER CITY COMMENTS 1/20/00 6 PER FOOT COMMENTS 2/23/00 7 PER HRS COMMENTS 2/11/00 8 PER FOOT COMMENTS 4/17/00 9 PER FOOT COMMENTS 7/17/00 10 PER CLIENT COMMENTS 8/8/00 drawings GENERAL NOTES 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 lOADINGS. 5, CONTRACTOR TO SOD THE DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOllOWING CONSTRUCTION OF THE POND. 6, ALL STORM DRAINAGE STRUCTURES DEEPER THAN TEN (10) FEET TO HAVE LADDER BARS. 7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. 8, PROTECTION OF EXISTING STORM SEWERS SYSTEMS: DURING CONSTRUCTION, All STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 9. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1996, OR LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO, 10, CLASS "B" TYPE I BEDDING SHAll BE USED UNLESS INDICATED OTHERWISE ON THE DRAWINGS, OR BY THE ENGINEER, ~ Z CIJ::) c>0 zU -en ~::s ::l...J a:::: mw ~ en~ < ~c..O~ -:CO)~ >I-LO<( ~a::::a:::W WOCIJ...J ClJZOU ..JLLVLL <(000 Q ('I)~ ~~ - U~ U wU 1-0 3\:00 WW Z~ ~ :) :r: 5, CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY. 6. CONTRACTOR TO INSTAll TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE flUSHING AND DISINFECTION. 7. THRUST BLOCKING SHAll BE PROVIDED AT ALL FITTINGS AND HYDRANTS PER CITY REQUIREMENTS. 8. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C-900, PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D- 2241. All pve PIPING OF lESS THAN 4" DIAMETER SHAll BE PER 02241-80, 9, All FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS. 10, MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS. AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO, APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE lOCAL REGULATORY AGENCY DEPARTMENT OF PUBLIC UTILITIES. 5, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. 6. AlL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO ROADWAY BASE AND SURFACE CONSTRUCTION. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHAll OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION, 8, ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND/OR LATEST EDITION. 9, ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 10. CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS, FAILURE TO OBTAIN APPROVAl BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 11. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL APPROVED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES, IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HI ACTIVITIES, WHERE NECESSARY WITH OTHER CONTRACTOR AND UTILITY COMPANIES. 13. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT -OF-WAY ARE TO BE RESTORED TO ORIGINAL CONDITION OR BETTER. 14. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED, 15. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED TO FOOT STANDARDS AND MAINTAINED UNTil A SATISFACTORY STAND OF GRASS ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD HAVE BEEN OBTAINED, ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR/SUBCONTRACTOR UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY THE REGULATORY AGENCY AND ENGINEER OF RECORD. 16. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW ONLY THE APPROXIMATE lOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES, THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON-SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEl. THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA, 17. RECORD DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON A SET OF THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION PROGRESS. WITHIN TWO (2) WEEKS FOLLOWING FINAL INSPECTION THE CONTRACTOR SHALL SUBMIT ONE (1) SET OF RECORD DRAWINGS TO THE ENGINEER. THE FINAL RECORD DRAWINGS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 1. DRAWINGS TO BE THREE -MIL BLACK LINE MYLAR. 2. DRAWINGS TO BE lEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION, 3, DRAWINGS SHALL SHOW ACTUAL lOCATION OF All WATER AND WASTE WATERPIPING AND RELATED APPURTENANCES, BOTH ABOVE AND BELOW GROUND. ALL CHANGES TO PIPING lOCATION INCLUDING HORIZONTAL & VERTICAL lOCATIONS OF UTILITIES & APPURTENANCES SHAll BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW Actual INSTALLED PIPE MATERIAL, CLASS, ETC. 4. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER. 5. DRAWINGS SHALL CLEARLY SHOW ALL DETAilS NOT ON ORIGINAl CONTRACT DRAWINGS BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING RELOCATION SHAll BE CLEARLY SHOWN, 6. LOCATIONS OF ALL MANHOLES, HYDRANTS, VALVES, & VALVE BOXES SHALL BE SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO (2) AND PREFERABLY THREE (3) PERMANENT POINTS, TESTING AND INSPECTION REQUIREMENTS 1. THE STORM DRAINAGE PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL CONTRACTOR TO NOTIfY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION, WATER SYSTEM TESTING AND INSPECTION REQUIREMENT NOTES 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTil FINAl ACCEPTANCE OF THE PROJECT, THE STORM SYSTEM WILL BE INSPECTED BY THE OWNER'S ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES, 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS. THRUST BLOCKING, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTil PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS, CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND COUNTY INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. PAVING AND GRADING NOTES SAFETY NOTES 1. THE CONTRACTOR SHAll BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING SHEETING OR SHORING AS NECESSARY, TRENCHES SHAll BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. 3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. 4. IF CURBING IS REQUIRED, IT WilL BE PLACED AT THE EDGE OF All PAVEMENT. 5, IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES. 6, CONTRACTOR TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 7. ALL PAVEMENT MARKINGS SHALL CONFORM TO FOOT STANDARD INDEX NO, 17346, SHEETS 1-7. 8. CONTRACTOR SHAlL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 9. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SilTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. IN ADDITION, CONTRACTOR SHAll PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR lOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. 10, IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHAll STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER ACCEPTABLE METHODS. 11, THERE IS TO BE NO DISCHARGE (I.E. PUMPING, SHEET flOW, SWAlE, DITCH, ETC.) INTO EXISTING DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS, IF THE CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING DITCHES OR CANALS A SETTLING POND PLAN PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO CONSTRUCTION. 2. CONTRACTOR TO PERFORM CHLORINATION AND OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER. BACTERIOLOGICAL SAMPLING SHALL BE PERFORMED BY EITHER THE CITY OF CLEARWATER AND/OR PINELLAS COUNTY HEALTH DEPARTMENT. 1. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEl. LABOR SAFETY REGULATIONS SHAll CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 2, THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS SHALL BE FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. 3, ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S, DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. 4, IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER Will INSPECT AND/OR ENFORCE SAFETY REGULATIONS. SANITARY SEWER NOTES 1. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. 2. ALL P.V,C, SANITARY SEWER PIPE SHAll BE MARKED THE ENTIRE LENGTH WITH THREE COLOR CODED (GREEN FOR GRAVITY SEWER) STRIPES, THESE STRIPES SHALL BE APPLIED IN THE SAME MANNER AS THE REQUIRED ASTM CODING, USING PERMANENT INK AND BE AT LEAST "HIGH WITH THE WORD "SEWER" IN "HIGH lETTERS APPEARING ONE OR MORE TIMES EVERY TWENTY-ONE INCHES (21"), P.V,C, SANITARY GRAVITY SEWER PIPE SHALL CONFORM TO ASTM 0-3034 SDR 35, JOINTS SHAll BE BELL AND SOCKET WITH A SOLID RUBBER RING. 3. ALL SANITARY SEWER WORK SHALL CONFORM WITH lOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 4. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING, 5, SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM COVER OF THREE (.3) FEET AND SHAll BE INSTALLED ACCOMPANIED BY A METAL TAPE SIMILAR TO "TERRATAPE" COLORED GREEN AND LAID ONE FOOT ABOVE THE PIPE. WORK IN STATE RIGHTS-OF-WAY 1. ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT -OF -WAY CONFORM TO: A,) FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (1999), (oka: STANDARD SPECS). B,) FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS FOR STREETS AND HIGHWAYS ON STATE MAINTAINED SYSTEMS (JAN. 1996), (oka:STANDARD INDEX). 2. THE APPLICANT MUST NOTIFY THE FLORIDA DEPARTMENT OF TRANSPORTATION - DISTRICT MAINTENANCE OFFICE 48 HOURS IN ADVANCE OF STARTING PROPOSED WORK WITHIN STATE RIGHT -OF -WAY. SANITARY SEWER TESTING AND INSPECTION REQUIREMENT NOTES 3. THE MAINTENANCE OF TRAFFIC IS TO BE PER FOOT INDICES #600 AND #603, 1, All GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION, PAVING & GRADING TESTING AND INSPECTION REQUIREMENTS 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION SPECIFICATIONS. 2. SOilS ENGINEER TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD IN WRITING THAT ALL TESTING REQUIREMENTS REQUIRED BY THE lOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FOOT) FOR THE IMPROVEMENTS AS REQUIRED BY THE CONSTRUCTION DRAWINGS HAVE BEEN SATISFIED. 3. CONTRACTOR TO REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT AND COMMENCING CONSTRUCTION, 5300 WEST CYPRESS STREET SUITE JOO TAMPA, flORIDA 33607 Ph. (813) 877-7275 ~ --I W Z - c.. LO :r: 0) I- <0 a:: ~ 00('1) ZO)--1 LLLOLL o~ti' >ClJW I-O!;( ~~~ U(t)~ o <( CIJ W W ...J Z U <( ~ :) :c pro ject sheet date MAY 99' C9 drawn MDC ~~.--I I'1IIl. CAtN:I.. ... . . ~... ill II _.: 1MIl wlfa.-. ____WU7 .: III __ ..~& "~ IiI1RMt AU. _11 ..... ... ?""~' , - , r',,=~ftl.l"". at- ..... ~. .W.~ ~. . t = ,.. TO f6' Rat 1.0. c:nv flIT. ~ ..~ .... . ,... HOtta: t.) ~ UnUTY ==t' ~ N1Ut. ,. ~1UL. ~ Qa - c.... -,.\ .. .. _. _ .. ., QtY,~ .......0. I.) MIlL. .. ... ~. .. .-... ..... to....... All. ... . .. IH.u.L. MA\la ,., ...... 4I&Y sr.... 1I1Ora~ 1MI t-IOiOff W/O ~ a.) ==-' AND~, . ~a'... . ) '. . itA. -. ., .' 4,). .~. ~IIIJIIG 11~ JOI CAM.... . I.) .. .... . ....., ..... ...... · ..lUIIIL. t. ~V-". 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PETERSBURG DETAILS ~.'t IIIl II I 1 {<M~9M "....w."'.......~. ,1II111111!11I I project sheet date MAY 99' C10 drawn MDC L -t'-re.s' J General Landscape Notes TREE TABLE 1. The t.op&OIl u6ed In t.he planting operation 6hallbe a natural, friable, f'ertlle, f'lne loam 6011. It. 6hall be certlf'led to be free of weed .eede and pathogen.. It &hall al.o be free of litter, .od, cla~, et.onee, roote and et.umpe. It. &hall have a pl..\ of' h.& to 1.f1. 8. All edging &hall be a. deealbed In the planting detail.. ~. All tree6 t.o be .tal<sd and g~ed a6 &hoWl'l In the detalle unle6. ot.herwl.e not.ed. 11>. All plant mat.erlal &hall be guarant.eed for a period of one ~ear from t.he dat.e of final ac::eeptanee b~ t.he OWner. 11. The location of' all required tre. mu.t. not conf'lIct with lighting fixture., .lgn6, underground and overhead utllltl", Florida power equipment., fire ~rant.6, et.c. All medium - large habit. t.ree 6pecl" &hall not be plant.ed withIn Z~ feeU of overhead Ut.lllt.~ line.. 12. Not. t.r.. .hallbe plant.ed on .Iope. 2:1 or great.er. 13. All required hedg_ &hallb. malnt.alned at. a minimum 3' high. All reqUIred hedge6 within VI.lblllt.~ t.rlangle6 ehallbe maIntained at. a max. or 31>" high. 14. All green epace area. not. 6peClfled ot.herwl.e will be eodded with 6ahla eocl. An~ area6 dlet.urbea out.6lde or proJect. IImlt.e &houldbe eodded wlt.h Bahia .od. IS. Inva.lve plant.6 muat be removed In accordance wlt.h the required ~oval, DI6po.al, and Malnt.enance Plan and &hall be approved ~ t.he Clt~ prior t.o l66uanc:e of t.he Land Alt.erat.lon Permit.. Ih. An Irrlgat.lon 6~6t.em providIng It>t>% coverage wlllbe Inet.alled at Clt.!:I of Clearwat.er requlr... The IrrigatIon 6!:16t.em 6hall utilize low volume de61gn euc::h ae low traJect.or!:l head6 or eoaker ho6e6 t.o provide dlreet appllcat.lon, low evaporation and a rain .eneor. UJat.er 6uppl~ .hallbe piped t.o each IndivIdual planter leland and In no caee &hall a~ plant.ed vegetat.lon area be more than ~' from a wat.er 6upply. ehallow welle, open 6urface wat.er bodl", or reclaimed wat.er &hall be ut.lllzed (unle6e unavailable) at a .ource of' IrrIgation water. Xerlecape deelgn, &hall zone waterIng neede t.o eun and ehade, ehrub bed. t.o lawn area., and newl~ plant.ed 'andecape area. t.o exl.tlng nat.ural areae. No Irrigation 111'1" (main line. or latteral 111'1"> ehall be placed wlt.hln a prot.ect.ed t.ree radlue. Tr$S& Removed Tree. Planted 21" Oak. Tree T~pe and SIze · Plant.ed Inche6 24" Oak. Live Oalc., 4" cat Ie 12 26 I Oak. Crape M!:Irt.le, 2" cat 1 14 22 I Oak. C~r..e, 3" cal 3 ~ ~3" T ota I 1nc:he6 ~oved T ota I Inc:he6 Added <as" PLANT LIST 1. The Land6cape Contractor &hall review all land6cape plan6 and epeclflcat.lon6 and perform an anal~ele of elt.e cQnc:lltlon6 relative the plane and epeclf'lcat.lon. prIor to conetruet.lon. FtAlport. all dI6c::repancl" In elte condlt.lone and plan6 prior t.o commencing work.. The land6cape contract.or &hall be rS6pon&lble for bscomlng famIliar wlt.h all underground uWlt.l.e, plp.e, et.ructuree and line rune prIor t.o eonet.ruct.lon. 2. The Landecape Cont.ract.or ehallbe reepon61ble for holding the fine sradlns of plantlne areae to lneure at. leaet 3" poeltlve drainage awa~ from buildIngs and Into turf areae, ponde, etreet. or other dralnase wa~e. In addition, the flnl6h mulch elevat.lon at. the bulldlnge .hallbe at. leaet. hi below f1nleh floor of the adJacent. building. parking lot Islande .hall elope at. 3% from c~t.... Turf and planting bede ehall m.~ sldewal\c.6 and flat. work. at. 2" below t.he flatwork.. ,. The Land6cape Cont.ract.or &ha II coordInate work. with ot.her cont.ract.ore t.o In.ure a t.lmel~ f'low of work. 4. The Land.c:ape Cont.ractor &hall be reeponelbl. for malnt.alnlng all plantlnge unt.1I fInal acc:eptance ~ the Owner. Thle maintenance Include. Ic.seplne bec:te free or derle and weede, all mechanIcal malnt.enance, fertilization, c:hsmlcal t.reatmente for dleeaee or Inf..t.at.lon, and wat.erlne. S. The Landecap. Cont.ractor Ie rS6ponelble for verlf!:llng t.he plant. mat.erlal quant.lt.le. prior t.o bidding. Not.lf~ the Land&c:ape Archlt.ect. or an~ quant.lt.~ dlecrspanclee prior t.o con&t.ruet.lon. Plant quantlt.~ dlecrepanclee dl&covered during c:onet.ruetlon &ha II be the re6ponelblltt.~ of the Landscape Contract.or. 6. esd Preparation. Looeen eoll t.o a mInimum depth of four Inc:hs6 and remove a \I dert.. FtAlsrade the bed 1.0 It.e pre planting .ubsrade. DIg planting plt6 at. 1.& tlmee the dIameter of' the pot.. Fill plant pIt wlt.h .peclfled plantlns mix and compact. so that the t.op of root ball will eett.le 1/8 depth of t.he root ball above flnl6h srad.. e.t. plant and ftll remainder of hole with plant.lng mIx. Fertilize each plant. with the recommended rat.e of h-h-h f'ert.tllzer. Wat.er In t.horouehl~. ~et any plane t.hat. .ett.le t.oo deep. ~ve epoll soli and ral<s the bed t.o Ite flnteh srade. Cover alf bed areae wIth a '" depth of approved orsanlc mulch. ~ove all dert. from the mulch. Wat.er bed t.horoughl~. T~E:E:e 121al41, ht.x 6'-1' spr., 4' cal., 65 eal. 8' -I'" nt. x 5' .pr., 2' cal. .t.sl'ldard IfD' - 121 ht.. X 4' - 5' .pr., '" caL, 45 eal. L.lve Oak. CrspdI M~r1.le ea Id ~pre'6 Quercus vlrelnlana L.agerstroMIS Inolcs 'Natc:hez' Taxoolum DI.t.lchJm QV LI TD 18 1 3 el-It~U6e AND GROUND COYE:~e 24' nt.x 24' .pr.,3 gal., 3b' o,c. I ea I., 18' 1-41.. rull In pot. 3b" I-4T. 3b' SFR Ib'-18' I-4T. x Ib" ePR., 3 GAL.. 24' nt.x 24' spr., 3 gal., 3b" o,c, Sweet. Vlburnmum E.G. I-Irlope Crlnum LlI~ Dwarf Indian l-4awthorn Formosa Aza lea VIburnum oooratt.I..lmum I-lrlope 'Evergreen Giant.' Crlnum a&latleum Raphlolepl' Indica 'Petite' ~dooendron Il'Ioleum 'Formosa' Bahia Sod 232 VOD 812 LEG ~ CAe &1fD ~IN IfD I fitI-Il field eOD 'e' meaeure LANDSCAPE DATA Provided Rsc:\ulreO , <j "> .\,pl'lJ VehIcular Use kea (24,141 e.f'> I tree' I,&~ .f' of v.uA. Landscape Architecture . Planning · Urban Design Conner & Sturch Design Group, Inc. 3012 west Estrella Street Voice: 813 258 1997 Suite 101 Fax: 813 254 4194 Tampa, Florida 33829 E-maR: csdglnc CD aol,com 16 tree. 16 tre.. 6 tree. + :2 existing treee , tr... 1 tree' 3& LF of vehIcular frontage ADJACENT PROPERTY LINE &". I~. OAl(. \ FP ,. ,. 0 .' S.N.D, OHW- - N 00.41'45 -OHW ~ Z C/)::> C!)O zU -C/) 9~ ::>...1 " mw w C/)~ ~ Wa. ~ S2:r:~o:: ~~LOtiS WOa:..J cnZC/)U ..Ju.~u. ~OoO 2~~~ :r:W - u- u wu 1-0 ~CJ) WW Z~ :E ::> :r: CROWN Crown dimensions shall be as specified in the Plant Schedule. For all oak, holly and pine trees, ~ branching sholl hove a single dominant leader with proportionate secondary branching and trunks sholl be clear for not less than '/4 the overall height of the tree (measured from top of root ball). For crape myrtle, IIgustrum and wax myrtle trees, multiple trunk branching shall occur at the root ball, All trees shall have been pruned during growth to discourage "cross branching", Trees showing signs of recent cross branching or radical pruning will be rejected. No irregular or poorly-shaped crowns nor crook-trunked trees will be accepted, HANDUNG Do not move trees to site until site is prepared for planting, Plant all trees the day they ore moved to the site. Cover crown during transportation. Spray with antidesslcant in accordance with the Written Specifications, Always Handle tree by the root ball, NEVER LIFT BY TRUNK. STAKING AND GUYING All trees between 2" and 8" in caliper sholl be staked and guyed utilizing materials specified in the Written Specifications, Specified flogs sholl be tied to each guy wire at 3' -0" above the ground in plain view of I?asserby, Crape myrtle, Iigustrum and wax myrtle shall be staked by burying on 2" pole 3' -0 deep, 2" outside of root boll, and tying the trunk to the pole with specified material, 5 ...I W Z - a.. LO :r:0) ~ ~ 00('1) ZO)..J u.LOu. o"ci >-WW I-O~ W~"""" _0> U Cf)> o ~ C/) tiS W ..J Z U <( :?i ::> :r: .' .' ." . <):~:.:~..;:~:. .. .. "'. ,,'lit' ',' .~ '. .' . ~.. " 4 ~~. > ~.. :1 ....:. ,,:: CROWN Plant sholl be equal or better than "Florida #," os defined in the latest edition of "Grade and Standards for Nursery Plants" by Florida Deportment of Agriculture and Consumer Services. Plant sholl be healthy, compact, dense and fully flushed with leaves. ROOTBALL Container stock shall hove been grown in container from liner stock so that roots hold soil boll together. No pot-bound or root-bound plants will be accepted. PLANTING Prepare planting bed, plant pit and backfill material in accordance with the Written Specifications. Slope the finish grade of the plonting bed at 3/8" per foot to drain water. Set the plant so that top of boll is 1/8" the depth of the root boll above ths finish grade of the planting bed, Align placement of each shrub and ground cover so that they ore planted in straight rows, and ore spaced equally as specified. Cover planting bed with specified depth of mulch. Keep mulch away from trunk of plant. ROOTBALL Root boll sholl be a firm boll of tree roots and natural soil sized per the Written Specifications, Tree shall be been grown in container or irrigated field from liner stock by a professional nurseryman. No field collected trees will be accepted, No "grow bag" will be accepted. L~.~ l.lJ Z ::i (/) 4( " PLANTING Planting pit and backfill sholl be os per the Written Specifications. Provide a compacted seat for root boll at the bottom of the pit at least 4M in height. Set tree straiiht and plumb so that th top of root ball is 2" above surrounding grade after setting, Provide 8 wide by 6" high watering ring around the circumference of the planting pit, Cover plonting pit with 3" of specified mulch, Keep mulch at least 3" away from tree trunk. , .... .:... . '.' .. ..... . . . . ',. ....... ..." , SHRUB PLANTING DETAIL .. TREE PLANTING DETAIL '; w z ::i (/) 4( " [JeJ If '\\ G0\ ~ OAl(. J / ~ :> \~, :> .J .-J ~ '~'. ~ ~ :> :> ,~\ / A. ... " )2 '.' .... '. .. .. '.' . .: :' :.',: 1m: '.<~.. ..,~~ :.':4':'~ ~~' . ";' '" "..', .....,' ." . . ... . ... .... . > ;~.,::. J' ../?>;: .;. ,~: :> ~ :> ~\ :> '~\ )1 { \ " '~ :> ,~\ :> ~ ---- 0 100HW ---0 42" tp.Al<. I o I <> ---- -{-. ----- ........... >< e.OAlC A. . (~ ~MP~O~ revision / ...... no. taaue date 1 Revised aa per c~ 1-28-00 comments 2 Revised aa per new 1-18-01 site plan. : I > ~ '~ :> drawlnga l.lJ\ z ~ "- 4( " LANDSCAPE PLAN . , ~ '. . . '';'.: ~;'." :. <. . FOR &OJ:)C>ING OF fltETENTION PIND 6EE CIVIL. PLAN& o!': . . .... ." . ~:.:. 2''& project sheet date Dec. 15. 1999 L-1 drawn I I I o GTE rw coz ,,:J ZQ: F~ !!!4( Gj:c ...., . ..;,.,' . 2' 2& . . ~. ./ .,~ /' :~}:/~GT' </. @ ,4 ..\: w z ::i (/) 4( " o \ ,.4" 041(, J /\ _.-"" 0 E) North I \ \ "-.. I 012" c:: ~PfIOR \ OOI2"9~ I'M~ ____ / / J "-.. ---- / ,/ S 00. ( \ 0,,11 oAl<j \ \ "- / / '" '- -- / " \ \ "-.. o( h"", rID}) \ 13" OAI<: "J) tilt w/ ~t-lu.-V" ~ i-/f.G "f \. / VA";,?).,) jif>MMf., '- -- L ~:"7/.. ~ l/ ill I 40 I, 20 ,.,.,,.. -- - -....... " b0 10 / I I "- \/ II "~.' '" " \ --- '. . :. 4. ..:. . w .n *nt ta form II rt of WI ~n to Jofnt ural N4M'nenct S for NurIery rin r w, c. t pi InvtOQ ont two ply, W. num~fI. and r , , I, Of SECTION 27 .... doc: mentt, op dolo warro" 2 ... P cIOMout .ubrnlt 011 pro~ of maintenance ~ of tttt c.rtIflc .. Ana ~ prior com not t Ot !-" . no, SYS'f'O,t to Po nylch ( tit. and ttondatdt. Flttlngt to to if'IC~ 1.4 I, '. .s. C on thNt ,1, DrIpper Tubll'l9 wIttI .,...., 2.2 V .1 All .,. (T oro m "Tech lnej a b, N .wfaW. ~ <. by Ametek VP-10 Valve 8ole". TV , ' I, I ION ART2- 2.1 SOOOING Mot; " 3. PARl' :5 - 3.1 2.4 ,todJu cont., 0 anle matt.r, n of .. . for motter, bttn to CO of net ,3.1 I II for <<I _ t retract tpring w h n oil ond Nd orM8 for Arch t', opproya . wrapped and nd w h nt to anure ,ofe IOGdi ,...1 nt on to ,lte In orI91 I u nome, e . a ana" .. tdto and toll e Itlcnt ore r.. of durable ~ ooUYoted Wiper 0" th In 1M na let. th 4':. all metoI portt oM In_ tt.Mt retract dl9 "' within V. 1'00 Z 0 of In one cloy, 2. Ptt1 l~ .50" per hOwr, .f deRwry : eort- electronic toIld type. pobIe of fUIIy-o omotIc or ut down ..Itch, It ,holl ~ UL I td ond hauted I -duty ~. :5 - ECUllOM r I . Con vertical ,Ida tand 11 bo t" per tn. nt per nufooture", whtn In m ~: Iy when n ONOt.. 'no 18 troll.r I. e to . point . aMlI , , w " Preuu or. and .,." or .nott be bed of the " tOll in the '., wltl'i n ., tM h 11. the trunk "If . F W I be mixed or ~ 3.& SOD .5.1 until an MOeon and mo n.n.o for 0 t i , I' of Tht It dMd or ,', hOVf fflclent tt be thOt ore I all. to foil wIng mml m h. for ttb mulctMtd .... the.... v . or mo... .tam. orf9/notlng tyItemtl co.... '-nt welt-tpOctd ~ thotl be t within the protect of Ietl", t..... I... witt be tn, Toro Netotlm tchlin'" of 3,&, t dtnlfb' typ of thtlr ~ 01' v , the WQI'i( thoII be adtd d the to the r. .. be lndictttd on the rtc 8hofl be tret.. full . It . . .,. eo to .t1oU be oronular f . 8- or or t1m/lor ,.... 12 , ....2 -& hloh fie clrc t cente...d ~ the trunk or in dtt I, on .fun to nlth und , ..,. tl1 II 1M monufoct , t ..