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FLS01-04-25 CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FlORIDA 33758 4748 MU'ICIPAI SFRVlCFS BUILDING 100 SOUTH MYRTLE Avr'UE CLFARWATER FlORIDA 33756 TElEPHONE (27) 562 4567 FAX (727) 562 4576 LO'G RAAGE PI.ANNI'G DEVELOPM[NT REvIEW HOUSING DIVISION NEIGHBORHOOD SERVICES August 7, 2001 Mr Kenneth H Roush Northslde Engmeenng, Inc 304 South Belcher Road SUIte C Clearwater, FL 33765 FBlE RE Development Order regardmg case FLS 01-04-25 at 1)" Cleveland Street Dear Ms Smith This letter constitutes a Development Order pursuant to SectIOn 4-202 E of the Community Development Code On May 10, 2001, the Development Review Committee (DRC) reviewed your apphcatlon for FleXible Standard development to make certam changes an eXlstmg site with vanous alteratIOns mcludmg parkmg lot changes, additIOnal landscapmg and stormwater management Improvement to an eXlstmg office wlthm the D, Downtown Dlstnct The DRC unanimously recommended approval of the apphcatlOn With the followmg four conditions That a final landscape plan be submitted to and approved by Staff pnor to the Issuance of any permits, 2 That an approved Flonda Department of TransportatIOn (FDOT) dnveway access permit be submitted to Staffpnor to the Issuance of any permits, 3 That any fayade changes wIll be submitted for review by the DRC as part of a FleXible Standard Development apphcatlon, and 4 That all slgnage IS brought mto comphance With Code pnor to the Issuance of any permits 'I " ~ ~\~{~t;lffi I. :::'" _ I. BHlANJ A~~~,.v.1/);.r:{~~)jOtR ~ f I) li \IU VI( I MAHlH (o\l\Il......IOl\bh-,.. ~b ...;) f.. 't }.lll\rY CIl..\)' CO\I\\I......IO'\I K Hml HA\llllO'\ CO\IMI......[O!\d1t ~ ~1~""'~ll'i ~." ~111 Jor-.'\O!\ (0\1\11\"10'\11{ r ~ ."J - r"r~t:f: :4P 71 '.\4''"; , 1 Ql/Al I ~"l...QYM~"1 A'\D AH UlM \ llVI ACrl~'N"1~1r G).R -...:.. (1 ~ (..::_ t "'..b :1~',;11)=l 'I'~ /'~'r ,f'T~~ '.r' , awe .."w'" te4 ....:.. "'", t;....:;> ~ . . ~ . ~ "yj;'ll~ll,"'-;:;"'''U;"J.~ ... ".".J-.uJ J~~~\}~ ~o ......"1...'" "00 000 ;-:;e> .6.o..D _~!::..t..r~ August 7, 2001 Roush - Page 2 ,- '- , I concur With the findmgs of the Development ReView Committee and, through thiS letter, approve your applIcatIon for FleXible Standard development With the above four conditIOns Pursuant to SectIon 4-303, an applIcatIOn for a bUlldmg permit shall be made wlthm one year of FleXible Standard Development approval (August 7, 2002) All reqUIred certificates of occupancy shall be obtaIned wlthm one year of the date of Issuance of the buIldmg permit TIme frames do not change With successive owners , , Please be aware that the Issuance of thiS Development Order does not reheve you of the necessity to obtaIn any buIldmg permIts or pay any Impact fees that may be reqUired In order to faclhtate the Issuance of any permit or hcense affected by thiS approval, please bnng a copy of thiS letter With you when applYIng for any permits or hcenses that reqUIre thiS pnor development approval -l In additIon, please be aware that an appeal of a level one approval (FleXible Standard) may be InitIated by a property owner abuttmg the property which IS the subject of the approval wlthm seven days of the date the development order IS Issued The fihng of an apphcatIon/notIce of appeal shall stay the effect of the deCISion pendmg the final determmatIon of the case The appeal penod for your case Will expire on (August 14, 2001) 11 I U If you have any questIOns, please do not heSitate to call Mark Parry, Planner at 562-4558 Smcerely yours, c0j:a~ Plannmg DIrector >-, 11 rl I, 'i I S \Planmng Department\C D B\Standard Flex\lnnactlve or Finished Cases\Cleveland 1255 The Jade Group Approved\Cleveland '255 DEVELOPMENT ORDER doc , !' ) . . \ ;- en ~ "C '- (1) > o u ....... ..q: . C\J C\J o o ....... C\J C\J .0 '9 ~ o <:> ;C\J ....... tf) +' U (1) .'~ ---.. FILE C\J o o C\J CT1 1I1 rTi CT1 ,:....: ..... - C\J >- It) ::E (1) ::I I- fI!'1'" r \ L\'':, ~ o '- 0- ....... tf) C7l 'C ..... ~ It) '- Cl ....... LEGAL DESCRIPTION Lots 14 through 44, Block B, HIBISCUS GARDENS, as recorded In Plat Book 14, Pages 55 through 59, of the Public Records of Pinellas County, Florida TOGETHER WITH That part of a 20.00 foot vacated alley per Official Records Book 6332, Page 533 (being retained as a utility easement). i''':' ; l E F\LE FLOOD ZONE INFORMATION THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE X PER FLOOD INSURANCE RATE "'AP 125096 0015 0 "'AP REVISED: 08/19/91 SURVEY INFOR...ATION PROVIDED BY A SIGNED & SEALED SURVEY BY: EDWARD C. ELLIOT, P.S..... '3983 DATED: 04/20/00 ,:r :';t ; ,. ~ \;, a.. ,..;:'1\' ~" ,:,:,,*' . . ~ J '. Ii. ; .' .:. , 1.-.; II ' t;;.I~ .91 -, ~:, J .~: . , ~ ,;' ::. .~J.' '" : :~~ .~Q"i'~1. ,- .-' r ,< I. '} J"-' ",/ \~ ~i>, ~.~, .:,,-'\, .:_~. I I > ..... * ,"c", .:.~~ ~t:~~.~:~<:'}';;<~:.:~,;~ .~~!::...;:.t\ I" \'':fI,'~: /".... .k. .~.l.:..;~.'.:.!.< 1......../. j'~I" ., 'f" . .... .,~...,..... 1, ~~~:.::~:.,. ~,.1('... :,..., :: :;/~.:,I' .:~i}~..-: ':,:f I" '" ,'!r~t..; .........,:1;.:. t.... ~~Jl.~....:;,;.. ." ".' L r'~ ., \( '1 ;.",:?<."~.'".l:~,',. ~ 'r' <. .....,.,.. , ~ .' ~.t. ~.~. . "'\"-' I I' I I .',. . "'.t,~ ,J ..i:j~;~~~:",::~i~:~ .~ ,:!~,;. " .IJ: '. tc, SECTION 15 , TOWNSHIP 29 S, RANGE 15 E CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA r ';t( :.~(' t, i "i!~I~I"Y:3:' t"./~!";~t,~' f.\.:, &,". t:." "'t:It",Ol~ ' .; I -. '''l-''''~ . .'0 ..". ..J.~ .'..LL. I.... J. .. .- ".J,." .,..... ,,' ~ f ~ :' , ,. .i"'.:r:L.>::.:.": ....." I' , "'--1 .. '<.j . i ,'"'' ..I" J .' ,," I . CP"-6JC I;.,' 'r j ,_, ,_," .,~,'_,_,.. .: t. " ~~ l ~ ~ \, , \ \ , 1 \. ': ,I;' , / ' ~ ..' ..,,,.... l.... · 'ot,/C, .: 1: l. .~ ()~ ). ":1. ~ i. , i: . ! , .,,:.L.', ;;;t. '".,-; . . . SlJNSE"T n j ..' i . {.JH"i)Ilt. ::ll!'I~J rtO ' ,I. ~'!f fTJ: ,j'~'i'~':,...U..Jjt;, t.;..:.....:, : . hf "LJ If. ., ..'., . r'. :>: 'd, .... ...'.J .' '.~~ _...... ...... <$ :s',r~ . .,'/.f(. t.,,""';.' i,',..,... [... Lf)' j "'iul"'tL. .... t. i. .", 14 * 4<r,i~:H~,:'ii 1:[; ::;..:.. ... .:1' g~, .... .ir:; i"C;i~j)-'I"$.T~ u -~,._-=" -J J'::7-::' ; i : ; , i ... ," "". ..:" '. :.,,'~ I' , " ;~.'; .'~' f.t .'..( \~: - I , i: ';" :....~',; "Pln~. . ..I....,,/,' ._,,~ . . . ' l. :, ~ :,;U....~i., ~,. SI9 60 ' ; ( .. ':~t)~':::'~;;-~ES~N~;" T--' L1J.;:.:::rT(I-=:[r'r~:-'i';'}, 1! \~~ .....,..,_.. .-1....\- .1 j"P!' i l~t'j I ~,., ; i, ;!,." rM! , ,;; ;..~~:~~ i ~'J'~1(G:iJ \~1 ~:::'T:~JJJ~ '-'1 t \ Tb 1 HbA" .r:;':t~'" ~~:.~ .J:<"';F? -r r...:......: ;" i ( . ,. 'f'" .r~::r:i. ::.....:r..-;-:t:~ I-]~"::' ~ :rcr :.:::]..., i It)lL ...'1 '; E:": ,,:, ..~..r,.:.f~*l.i..:"j,,:__,.1i:Ji....1 I." ..... '.,: .. t'.;. ...!.. ,..,i...c......'...\.........,:..i..... ':",~".rr\...,. . l ' , I""" .....,..!. ,-' -~. ,.. f - -,., ,.;'P..i.,".... ,....... Lt ~...:..~.::.::. i! . ,; i"" ':,r~',. ."';:.. ....' '" .... ~ """':::.::: .... ........ i--(I ,~...,...~ ::':,:.:."!..;[ ': ~ ': : : :.:.' .' r:...,....,~:' .. I';, $' l! ( i. ' : ,- ~_,i:':'<'L[: ....., !:::,::::~.\.l. l, .;p..; ; y,;:--:, '" j .. ".., I '.. ''''''':t ',.' l rd-'j~ L.....' - .. iC~ .41":..;;:'''' ': ~.I I .. ~ lti' 1 .,.;." lS~~~i' i ,\ . I i ~, ''''''''., , 1 " . . 'iijJ,," ;.. ~ 1J' ....1;".\.; I ,~; ..... ( ~ ".' -;--.-...- ( "1, I . 1":;; .', ' if I..!'.,:m ; ,'..... W', , I;'; ..;. ." ,: ".;t,l, ..."\., ".L.,E'{l::;' . ,.,o,~ '" .' .;.., ~} '. ....:.j/'~E ..... I . ; : " :\l. ).~' 1 .'l<i)~;~",~f: , .' . ':.., ."'''J.:'i'l' il ." ':'fr~,\;l' ;'. ~ Jr, , ,. ...... I'''' .{' ... ,~. " l.f ..... ~~v.:> .... .'1' ." ;~ "1 ~ ..', -,;...... ,.. ) ...1 .' . ".:10 ',,'.f :.... , '.~ ~F< . ,,:.{', ... . ~-'; ~ ..' . . ii'~;"..;;;;;, ~~.~,~~\ '~~y.~i;~::~; .. .'.. :?i",:" .\'" df,,;., "., ~/ .. .i. ,. ci;~'J! i '... '. ~ :,,~... . ,", .' il' ; t.t: ,.... ~ NORT SITE DATA EXISTING (E) PROPOSED (P) REQUIRED ZONING DISTRICT: '0' DOWNTOWN '0' '0' DOWNTOWN LAND USE: CBO CBD CBO ',_ _.. ,,<.......-~.....~..... ........_, _.,.... .'"".. ~~_,,~_ ""',,~''''''.'_n ..........".._..'....' ....._......".._. '. ._......~,_~_ ,.'. ".'.'.',,_,'._ "_.",.......,...._._"....,..._....."..,_~___...,,......,..........--....."'~..,. ......__ h_~".'........_........__............-......____.........____,,~......,.....__ ..~.....__.".........._.._"......__".......""..............._,..._.,..._......"....._, USAGE: OFrlCE OFFICE V ARIES , ..... ........... ..-' ." ..... .. . 73,370 S.F'. 73,370 S.F'. LOT AREA: 1.68 ACRES 1.68 ACRES N/ A " _........_._._....... _ .... ~_.... ~._.._.,-._ _..,...~...~ ,._._'w'_ ..~ ." _..' .w_'_~ ~.. _.....,-.~ .,..... ~ __ ..........,~.......~ ..~_~..... ....-...'........".. .~...._~..............."._.._,-_.......-_..._.......>.'........._.._....~-...~ ......~_...,...._-,.._......_".....__..._....__......._.-..--,.._,-_..~... ..........-...---....................".,......_......_"............_.......""'.............__.._ BUILDING COVERAGE: 11,065 s.r. 11,065 s.r. (S.F. c!c " OF GROSS SITE) 15.1" 15.1" N/ A _~.~ ,_ ._~..__....'~.....".... . ''0 ......_.,._....,_...".-..____,'_,~_~......,_......_,_..'__'~._,.., _"..._~_..'""_.~.._.._~..-..'.._._.,._,."~,. ~.'..._......._......~..~..~.... .~..,.~,._....._.._......_.....'_.~._.,_....___....__"'._..-,_,_ _.,...__~_".._v....,_.._......._~.._~____w'"'.._'........___"......__"................_......,.. .......,..............,_.....~........_.....,........._.......__._,,,............-._........,."~......._.___,....... GROSS FLOOR AREA (S.L): 48~'150 S.F'. 48,150 s.r. F.A.R.: 0.656 0.656 N/A ... ,-.,... ......... ..-........ . .........:". ...... -1........'. ...-." .......", ......".. ...... ...... .... ........ ...-...". .... .....-...........--......." .~-...,."" ..-..........-....-..-.-.... -....-.........-.-........-...---.-...-................-...-.......- --......----..-...-..-..........-.....-.............--. ! FRONT: 1.5' 1.5' N/ A ~.._._......._......_... ,,-....... ..-...........-.....,--...--.... ...................-..------....-....-.....-..-.--,--.----. .-..---..-...".....,.-------.----.---..- ---...-----..---.--.--.---.--.,....-.. SETBACKS: I SIDE: 88' 88' N/ A t..--...-.-.-.-..".-.--.'-....-.. r-..._.....~-_..,-_...w.__.-~--- -...--.------.- -.--.-.---.- ! REAR: N/A N/A N/A ........... ,.....,..... '..."'. .........,... ..,......t... ....................'...... .........w ................._.....,................... ......No_....__....._._...._........~..__...........'...__...'...No_.__... __...__......._,..__......_,..__......____..._..._....__...... ____..___.__'..__......~_~__....._"......._......_... HEIGHT: 72' 72' EXISTING BUILDING .....__~"....... ....._. ...._............ ,......__.. ...._...............__..._....."..,....__.__......_. _...........__.~~"._.___....".___.."._.._..__..,_._ ....,__.>0....._..,_.....,____...,._.._.. _~...,__..,__.__...__._~"..". PAVED VEHICULAR USE AREA: (V.U.A.) 43,540 S.F. .~__,__.___~~L~.~.,,_,.._.._......._.._._,. <43,825 S.F'. I...PERVIOUS SURFACE RA no: ..........._~I:~._~~,~_._.__.......__....__...__...._h,.._._.._,_..__...~....._......_ ....__...__...._...,,__.~:!8~,...__..__........_._. _..,_...__.._,.._p. 7 4:~_..,_.._.._"_,.._,_...._...,,__.__~~..__..__..._....__. OPEN SPACE: 15,515 s.r. 18,765 S.F'. ... ..~~.~ r.. ~. .~.. ..~~. .~.~~~~.~I!.~~,.. . .,....... .... ,............,....,....~.~,:.1..~~..........".......,.........".. .... ...."_.....,....._".._M~~O:~~.._._...._........,,....__...... .._......_,_._........_..,._...~l,~_"."....,.._......,..,"_.... PARKING LOT INTERIOR LANDSCAPING: 5,<400 S.F'. <4,360 S.F. 4,354 S.F. (S.F. & " OF V.U.A.) 12.3" 10.0" 1 0.0" ............ "', .-.. .............-..................... ....-........ ....".. "...... ........ ........'.. ....-..-...-..."..-..............--....- ..--..........---..-..-,.--.-.-............. ....... . .... ..... ...... .....---..--...............-.................... PARKING: 71 98 1-3 PER 1,000 G.F'.A. PARKING CALCULATIONS: 98 SPACES PROVIOEO/ <48.150 = 2.03 SPACES PER 1,000 G.r.A. ... P'1 ~II " ~l .~~ ~, ~II ~I I " LEGEND ."~ (~)..I jI---"~,,) EXIST. ELEVATION EXIST. CONTOUR NEW ELEVATION NEW CONTOUR , 1 iJ ' + 10.00 - - -10- - EXIST. STORM SEWER ' ,.... - , NEW STORM SEWER - NEW UNDERDRAIN EXIST. SAN. SEWER I ___________ I ~,~,-----. NEW SAN. SEWER EXIST. WATER SERVICE _'_1_1- --------- NEW WATER SERVICE NEW STORM INLET --------- . e NEW SAN. MANHOLE NEW CLEAN-OUT(C.O.) NEW BUILDING AREA C.O. - , --11)- , - F:""" .,. ."" '<1 r. ....');;;;~).:,~,;i:;;\;,(';It:t,,~ ;), ....i "';;1 I I NEW ASPHALT NEW CONCRETE TEMP. SILT BARRIER ~-- ~ ~ - ,........ ~-- ---------- POINT OF CONNECTION \ Ai.. OF NEW UTILITY TO EXIST. ~ M METER B.F.P.D. BACK FLOW PREVENTION DEVICE F.H.A. FIRE HYDRANT ASSEMBLY F.D.C. FIRE DEPARTMENT CONNECTION T.B.O. TEMPORARY BLOW-OFF T.&V. TAP AND VALVE FILE INDEX OF SHEETS C1.1 CIVIL SITE DATA C1.2 CIVil SITE SPECIFICATIONS C2.1 DEMOLITION SITE PLAN C3.1 STAKING SITE PLAN C4.1 GRADING AND DRAINAGE SITE PLAN C6.1 CIVil SITE DETAilS C6.2 CIVil SITE DETAilS l1.1 LANDSCAPE SITE PLAN M!.Gr SITE PLAN APPROVED CASE #' Pi> fJ , -Q C{- l5 CASE TYPE - - DRC DATE G .{'for; 7. - COB DATE - SIGNATURE t:7--- - DATE LO.7 ." 'l.. - ~'i~'i-i''':-': . ":'- .') i \,; ~. I ". " I L.:f-----____ '. ll\' I < -....-,.-.--.,. I , ") ; Ii; II LJ Sf? 0 3 ""2 I'; .' -J :L t:vv i' PLANN~'&7it''"77----J .-,./ ! rjrYi\ll,)-.Yr;l\.~}f'f.< 'Jf ....'1("'("" ..'. .~..:J:.iJ<~'~i\l!~111.i:~~~~ J --:> - .~ ~ ;~ ... ., '-! . ." ... ~z ~ ....- o -~ A. J:4 . .,. h. A % wZ . ..- ~ X~ ... ~O . .:1: .~ . ~S ... ~Z i .....:; ~ -- % ~. ,..~ o e. ~ ... > i ... tii ". . o . . ':' 1ft . %\1 A~ .'" i O. % IICA . Iii ~ :1:0 A ,,~ % iii .. . -. .. Z... .... . ::>> ~ ~IIC ~. O~ "'" ., .. .. NES Comm.: 002 I Drawn By: B.J.V. Checked By: K.H.R. Descri tion CITY+SWFWMD REDESIGN BPRC COMMENTS ORC COMMENTS [] DESIGNIDEVELOPMENT a PERMrmNG & BIDDING []CONSTRUCTION DOCUMENTS ~ <( C W I- - en ..J :> - o . 0 It) (.) 0 It) ('I)t-- ...J ~ ~ ~=c( a.. "" Q :) ~~ o Q it It: j Ii 1ft W W '-' >~ W w~ c db: c( :g~ .., N...I ~O TItS DRAWING IS AN INSTRUMENT Of SER\IlCE' AND SHALL. ~ THE PROPERlY OF THE ENGINEER, AND SHALL. NOT BE REPROOOCED. PUBUSHm. OR USED .... Nf( WAY WITHOUT M: CONSENT OF M: ENGN:ER.,' , . ' . . " '. ~>COPYRIGHT 2002 NOT PUBlISHED >.~::: .,~ SEP 032002 ~.e : . .111 ~.' ., p.E.1OO36e COPIESs~. 'iH. .ESE....~iiANS<ARE. 'HOrVAUD UNlESS EMBO ,WITH...'l'H!' ~1NC',EijGINEER'S SEAl '..,( ~~., r ,." ~:._;-. ,.".'" '. "'~':;"_~:-:" C1.1 GENERAL Nt,. ES AND SPECIFICA TIO~8 1. ALl DESIGN AND CONSTRUCTION OF THIS PROJECT SHALL CONFORM TO THE CITY OF CLEARWATER, FLORIDA D.O.T. AND SWFWMD STANDARDS, SPECIFICATIONS, LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES. 2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM. 1929. 3. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL "CALL SUNSHINE" 1-800-432-4770 A MINIMUM OF 2 DAYS AND A MAXIMUM OF 5 DAYS PRIOR TO THE START OF CONSTRUCTION. 4. ALl UNDERGROUND UTILITIES MUST BE INSTALLED BEFORE BASE AND WEARING SURFACE ARE CONSTRUCTED. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL CONFORM TO THE INTENT OF THE PLAN. ANY REQUIRED CHANGES OR ADJUSTMENTS SHALL BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO CONTROL AND PREVENT EROSION AND TRANS- PORT OF SEDIMENT TO SURFACE DRAINS AND TO DITCHES OFFSITE DURING CONSTRUCTION. SEE EROSION AND SILTATION CONTROL NOTES FOR ADDITIONAL INFORMATION. 6. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO CENTER OF STRUCTURES OR FITTINGS. PIPE MEASURE- MENTS FOR MITERED END SECTIONS ARE TO END OF PIPE. 7. EXISTING PAVEMENT SHALL BE SAW-CUT AS SHOWN ON DETAIL WHERE NEW PAVEMENT IS TO BE ADDED OR EXISTING PAVEMENT TO BE ELIMINATED. 8. PAVEMENT IN THE PROPERTY SHALL CONSIST OF 1-1/2" ASPHALT TYPE S-3 COMPACTED TO MIN. 95% THEORETICAL MAX. DENSITY. ON 6" lIMEROCK BASE LBR 100 AND COMPACTED TO MIN. 98% OF MAXIMUM DENSITY. ON 12" SUB-BASE LBR 40 AND COMPACTED TO MIN. 98~ OF MAXIMUM DENSITY PER MSHTO T -180. 9. PAVEMENT IN CITY R.O.W. SHALL CONSIST OF 2" ASPHALT TYPE S-l COMPACTED TO MIN. 95" THEORETICAL MAX. DENSITY ON 8" lIMEROCK BASE LBR 100 AND COMPACTED TO MIN. 98" OF MAXIMUM DENSITY, ON 12" SUB-BASE STABILIZED TO 40 LBR AND COMPACTED TO MIN. 98% OF MAXIMUM DENSITY PER AASHTO T -180. 10. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF POWER LINES AND OTHER UTILITIES. 11. ALL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 3,400 PSI (28 DAY ACCEPTANCE STRENGTH) UNLESS OTHERWISE NOTED. 12. CONTRACTOR TO RESTORE ALL AREAS DISTURBED BY HIS OPERATION TO THEIR ORIGINAL OR BmER CONDITION. 13. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UTILITY CONNECTION POINTS PRIOR TO THE START OF CONSTRUC- TION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER AND OWNER OF ANY DISCREPANCIES FOUND. 14. NEW WATER MAINS 4" AND LARGER SHALL BE PVC AND CONFORM TO AWWA C-900 STANDARDS, UNLESS OTHERWISE NOTED. NEW WATER MAINS SMALlER THAN 4" DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM 02241 AND 01784. UNLESS OTHERWISE NOTED. ALL GATE VALVES TO BE RESILIENT SEAT. ALL WATER SYSTEM MODIFICATIONS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF CLEARWATER WATER SYSTEM STANDARDS AND SPECIFICATIONS. 15. REINFORCED CONCRETE PIPE IN THE PROPERTY SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-76, CLASS III, WALL "B" UNLESS OTHERWISE NOTED. 16. ADJUSTMENTS OF EXISTING INLETS, JUNCTION BOXES, MANHOLE TOPS. WATER VALVES. WATER METERS. ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED. 17. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES) THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY, SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS, SECTION 125-8.3, LATEST EDITION. 18. UNLESS NOTED OTHERWISE IN PLANS, SANITARY SEWER PIPES SHALL CONSIST OF POLYVINYL CHLORIDE PIPE (PVC) CONFORMING TO ASTM 0-3034 AND 0-1784. THE PIPE SHALL BE SDR-35. JOINTS SHALL BE BELL AND SPIGOT AS PER ASTM 0-3212, USING FACTORY INSTALLED FLEXIBLE ELASOMETRIC SEALS AS PER ASTM F -4 77. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING ALL SANITARY SEWER MAINS AND WATER MAINS IN ACCORDANCE WITH CURRENT STANDARDS OF THE CITY OF CLEARWATER AND PINELLAS COUNTY PUBLIC HEALTH UNIT. CONTRACTOR SHALL NOTIFY THE CITY OF CLEARWATER AND PINELLAS COUNTY PUBLIC HEALTH UNIT AND THE OWNER OR HIS AUTHORIZED REPRESENTATIVE AT LEAST 48 HOURS IN ADVANCE OF PERFORMING TESTS. 20. THE CONTRACTOR SHALL PROVIDE A CERTIFIED RECORD SURVEY, AT THE COMPlETION OF CONSTRUCTION SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD SURVEY SHALL SHOW FINAL GRADES FOR RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS & PIPES WITH TOP & BOTTOM ELEVATIONS AND INVERTS. LOCATIONS OF ALL NEW UTILITIES INCLUDING THE SANITARY SEWER AND WATER PIPING. THE CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED RECORD SURVEY TO THE ENGINEER. THE AFOREMENTIONED RECORD SURVEY SHALL BE SUFFICIENT ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING JURISDICTION THAT REQUIRE CERTIFICATION. C\J o o C\J C\J o N 'l;f iO - 21. IN ADDITION TO THE RECORD SURVEY, THE CONTRACTOR SHALL FURNISH COPIES Of TEST RESULTS INDICATING ASPHALT THICKNESS AND DENSITY, L1MEROCK BASE LBR, THICKNESS AND COMPACTION TESTS, AND SUB-BASE COMPACTION. 22. SITE CLEARING/STRIPPING: THE INITIAL SITE PREPARATION SHALL CONSIST OF CLEARING THE VEGETATION WITH THEIR ROOT SYSTEM AND THEN STRIPPING THE SURFACE TOPSOIL TO STOCKPILES FOR REUSE. EXISTING ASPHALT PAVEMENT SHALL BE STRIPPED AND REMOVED FROM THE SITE FOR RECYCLING. EXISTING UMEROCK/SHELL SHALL BE REMOVED TO STOCKPILES FOR REUSE. 23. AFTER STRIPPING AND ROUGH GRADING THE SITE, THE EXPOSED NEAR-SURFACE SOIL BENEATH THE CONSTRUCTION AREA, 12" MINIMUM, SHALL BE COMPACTED TO DENSITIES EQUIVALENT TO 98% OF MODIFIED PROCTOR. MAXIMUM DRY DENSITY (ASTM 0-1557). (T') - '- 10 2: 'C QJ :s Cl :K 'C '- QJ > o U ". c( C\J C\J o o ". C\J C\J o o C; o o C\J ". (I) ...., U QJ ...... o ~ ". (/) Cl c: .,-. 24. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTIUZATION AND CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UP TO AND INCLUDING THE INITIAL MOWING. 25. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF FIVE (5) FEET IN DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R., S.1926.650, SUBPART P, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES). ~ 10 '- Cl ". n' EROSION AND SILTATION CONTROL NOleS 25. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT ELEVATION(S) OF THE STORM PIPE(S). STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S). GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. 26. ALL PVC STORM PIPES SHALL COMPLY WITH AWWA C-900. IRRIGA TION NOTES ICONTI 1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS. THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION. 27. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTION OF THE UTILITIES WITH DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC. TO 5' OUTSIDE OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT ELEVATIONS OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REQUIREMENTS. 28. ALL SITE/CIVIL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO COMPLETE SATISFACTION OF THE ENGINEER IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 29. DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER BEFORE INSTALLATION. 30. ALL NECESSARY PERMITS AND LICENSES SHALL BE OBTAINED AND PAID BY THE CONTRACTOR. 31. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND PERMITTING. THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. 2. PROTECTION OF EXISTING STORM SEWER 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, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. CONTRACTOR'S RESPONSIBILITY NOTE IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY THE ENGINEER AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S) AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST CLASS CONDITION (SURFACES THAT ARE BROKEN, CRACKED, RUSTING, CHIPPED, SPLINTERED, OF A TEXTURE NOT MATCHING ITS SURROUNDING, WITH NEW APPEARING FINISHES. AND OPERATING AS ORIGINALLY DESIGNED OR INTENDED TO OPERATE) WHICH WILL REMAIN IN THAT CONDITION AT THE CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS. CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S), UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGE AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER. AS A PART OF THESE DOCUMENTS. A SITE SURVEY AND/OR SITE DATA, WHEN PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE PROVIDED ARE FOR INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENTS ASSUME NO RESPONSIBILITY FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF UNDERGROUND SERVICES. INCLUDING BUT NOT LIMITED TO: SANITARY SEWER NATURAL AND LP GAS LINES RECLAIMED WATER SUPPLY T.V. CABLES TELEPHONE CABLES SECURITY WIRING SITE UNDERGROUND MECHANICAL INCLUDING INSULATION 3. SEDIMENTATION BASIN: THE CONTRACTOR SHALL BE REQUIRED TO PROHIBIT DISCHARGE OF SILT DURING CONSTRUCTION OF ANY RETENTION AREA AND SHALL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREA MUST BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANTY PERIOD. CONSTRUCTION IN FLORIDA D.O.T. R.O.W. NOTES 1. DRIVEWAY TO BE CONSTRUCTEID TO F.D.O.T. INDEX II 515. 2. EROSION CONTROL AND SHOULDER SODDING SHALL CONFORM TO F.D.O.T. INDEX II 104 AND 105. 3. ALL RIGHT-OF-WAY INSTALLATIONS SHALL COMPLY WITH THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS GUIDE. 4. ALL PROPOSED WORK SHALL ALSO COMPLY WITH CITY OF CLEARWATER DEVELOPMENT ORDINANCES AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 5. SIGNS AND BARRICADES TO BE ACCORDING TO F.D.O.T. MANUAL OF SAFE PRACTICES; REFERENCE F.D.O.T. INDEXES 600 AND 623 PER ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION. 6. MAINTENANCE OF" TRAFFIC AND PEDESTRIAN SAFETY SHALL COMPLY WITH INDEX 623 AND BE APPROVED BY FLORIDA DOT PINELLAS MAINTENANCE OFFICE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 7. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL AND SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED TO THE NEAREST EXPANSION JOINT. 8. PLACE EXPANSION JOINTS WHERE 4" AND 6" SIDEWALKS ABUT AT DRIVEWAYS. 9. SAW-CUT EXISTING EDGE OF PAVEMENT PRIOR TO REMOVAL OF CURB. 10. DISTURBED AREAS WITHIN THE RIGHT-OF-WAY SHALL BE COMPACTED TO 100% OF MAXIMUM DENSITY, RESTORED TO ORIGINAL CONDITIONS AND SODDED. 11. CONSTRUCT NEW CURB PER FOOT INDEX 300. 4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN THREE (3) DAYS OF EXCAVATION. ALL OTHER INTERIOR SWALES. ETC., INCLUDING RETENTION AREA SHALL BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILES MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL AN UNSTABIlIZED STOCKPILE REMAIN AFTER TEN (10) CALENDAR DAYS. 6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGULARLY BY THE CONTRACTOR, ESPECIALLY AFTER EACH RAINFALL AND SHALL BE CLEANED OUT AND/OR REPAIRED AS REQUIRED. WATER SUPPLY STORM SEWER ELECTRICAL POWER IRRIGATION LINES FIBER OPTIC CABLES FIRE ALARM SYSTEMI CABLES CONTROL WIRING SYSTEMS LANDSCAPE NOTES 1. ALL LANDSCAPE MATERIAL SHALL BE FLORIDA GRADE #1 OR BETTER, SEL::::CTED FROM CITY OF CLEARWATER APPROVED SPECIES LIST. 2. REQUIRED SHADE TREES SHALL BE A MINIMUM OF 12' HIGH, 4" CALIPER AT THE TIME OF PLANTING. TO PROMOTE DIVERSITY, AT LEAST 2 DIFFERENT SPECIES SHALL BE UTILIZED. 3. REQUIRED ACCEN-T TREES SHALL BE A MINIMUM OF 8' HIGH, 2" CALIPER AT THE TIME OF PLANTING. 4. REQUIRED HEDGES IN THE PERIMETER BUFFER SHALL BE A MINIMUM OF 18-24" HIGH AT THE TIME OF PLANTING ' PLACED AT 3' O.C., AND MAINTAINED AT 36" IN HEIGt-iT. 5. INTERIOR SHRUBS SHALL BE A MINIMUM OF 14-24" HIGH PLANTED AT 30" O.C., WITH A 3 GALLON MINIMUM. ' 6. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE PLANTED IN THE PERIMETER BUFfER, THE BUfFER MUST BE A MINIMUM OF 5' WIDE. 7. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVEMENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER. WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPING MATERIAL SHOULD REMAIN AS GREENSPACE. 8. IRRIGATION SYSTEMS SHALL UTILIZE LOW VOLUME DESIGN SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT APPLICATION AND LOW EVAPORATION AND MUST HAVE A RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. WATER SUPPLY SHALL BE PIPED TO EACH INDIVIDUAL PLANTER ISLAND, AND IN NO CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIBB.. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER SHALL BE USED (UNLESS UNAVAILABLE) AS A SOURCE OF IRRIGATION WATER. · ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY. 9. TREES PLANTED UNDER OVERHEAD OBSTRUCTIONS (i.e. POWER LINES) MUST BE CHOSEN FROM A SPECIES ON THE CITY Of CLEARWATER APPROVED SPECIES LIST THAT IS COMPATIBLE WITH THE SPATIAL/HEIGHT RESTRICTION. 10. PROTECTIVE BARRIERS SHALL BE PLACED AROUND ALL PROTECTED TREES PRIOR TO CONSTRUCTION ACTIVITIES AND SHALL REMAIN IN PLACE DURING CONSTRUCTION. THEY SHALL BE NO LESS THAN REQUIREMENTS STATED IN SECTION 3-1205E OF THE CLEARWATER COMMUNITY DEVELOPMENT CODE. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS OTHER MEANS ARE APPROVED BY THE ENGINEER AND OWNER BEFORE BEGINNING THE ;IORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS. ANY AND ALL DAMAGED UNDERGROUND SERVICE<~ AS LISTED ABOVE AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SIHALL WORK AT THE CONVENIENCE OF THE SCHOOL SO AS NOT TO D,ISRUPT CLASSES AND INCONVE.NlENCE STAFF. IT IS THE CONTRACTOR S RESPONSIBILITY TO SCHEDULE WORK PROCEDURES THAT ARE NOISY, CREATE ODORIFEROUS FUMES, OR PRODUCE A CONDITION THAT WILIL BE DISRUPTIVE AT A TIME WHEN CLASSES ARE NOT IN SESSION AND STAFF ARE NOT OCCUPYING THE BUILDING(S). THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE SCHOOL SCHEDULE OF DAILY CLASSES, BREAKS BETWEEN SESSIONS AND HOLIDAYS, AND USE THAT AS A GUIDELINE FOR PLANNING DISRUPTIVE WORK PROCEDURES. SURFACE WATER SYSTEM REQUIREMENTS DRAINAGE NOTES 1. 11-:E RETENTION AREA SHALL BE ROUGH GRADED PRIOR TO CON- STRUCTION, WITH ALL STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, FINE GRADE THE FINAL TWO (2) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED AS SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING. 2. THE RETENTION AREA SHALL BE CONSTRUCTED EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY IN PARTS OFF SITE. NOTES TO THE CONTRACTOR 3. AFTER COMPLETION OF THE PROJECT. THE OWNER WILL BE RESPON- SIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUOED SHALL BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC INSPECTIONS AND RE- MovAL OF DEBRIS. TRASH, ETC. THAT MAY BLOCK THE PERCOLATION OF THE STORM WATER. 1. NEW WATER MAINS AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM STANDARDS AND SPECIFICATIONS. SAMP- LING OF NEW WATER MAINS SHALL CONFORM WITH COUNTY PUBLIC HEALTH UNIT REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT HAS BEEN ISSUED. UNDERDRAIN AND FILTER MEDIUM SPECIFIC A TIONS 2. IRRIGATION NOTE: IRRIGATION SYSTEMS SHALL UTILIZE LOW VOLUME DESIGN SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT APPLICATION AND LOW EVAPORATION AND MUST HAVE A RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. WATER SUPPLY SHALL BE PIPE TO EACH INDIVIDUAL PLANTER ISlAND. SHAlLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER SHALL BE USED (UNLESS UNAVAILABLE) AS A SOURCE OF IRRIGATION WATER. 100 ~ COVERAGE MUST BE PROVIDED. AN IRRIGATION PLAN SHALL BE SUBMlnED IN ORDER TO AVOID DELAYS AT THE TIME OF THE CER- TIFICATE OF OCCUPANlCY INSPECTION SHOULD A NON-ACCEPTABLE SYSTEM BE INSTALLED. 1. THE FILTER SAND SHALL BE HARMON BROTHERS 20/55, OR APPROVED EQUAL, APPROVED BY THE ENGINEER, AND MEET CURRENT SWFWMD AND D.E.P. RULES. THE FILTER SAND MUST BE WASHED (LESS THAN ONE PERCENT SILT. CLAY, AND ORGANIC MATTER) AND HAVE AN EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MILLIMETERS IN DIAMETER; A UNIFORMITY COEFFICIENT OF 1.5 OR GREATER, AND A PERMEABILITY RATE OF 0.046 CM/SEC (0.09 FT/MIN) OR GREATER. IF THE PERMEABILITY RATE OF THE FILTER SAND IS LESS THAN 0.046 CM/SEC. A REPLACEMENT OF THE FILTER SYSTEM WILL BE RE- QuRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT IS RECOMMENDED THAT THE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED PRIOR TO PURCHASE AND/OR DELIVERY TO THE JOB SITE. 2. THE PERFORATED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) CONFORMING TO ASTM 0 3033, HAVE MINIMUM OF SIXTEEN (16) 3/8 INCH DIAMETER PERFORATIONS PER LINEAR FOOT OF PIPE AND BE ON THE BOTTOM 135. OF THE PIPE. 3. THE CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED DURING THE INSTALLATION Of THE UNDERDRAIN AND ALL OF ITS COMPONENTS. 4. THE CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA. 5. SWFWMD REQUIRES AS-BUIILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM. TESt REPORTS FROM AN APPROVED LABORA- TORY ON GRADUATION AND PERMEABILITY SHALL BE INCLUDED IN THE AS-BUILT SUBMITTAL 3. TREE BARRICAIDES REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND/OR PERMIT REVOCATIONS. AS PROVIDED BY THE CITY OF CLEARWATER COMMUNITY DEVELOPMENT CODE. 4. TRENCH EXCAVATION - INCLUDE OSHA STANDARD 29 CFR. SECTION 1926.650 SUBPART p, , WHICH IS NOW A PART OF LAWS OF" FLORIDA CHAPTER 90-96. - THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS LAW. - A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE. - A TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. · 5. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC. MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION. IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK SHALL BE THE SOLE RESPONSIBIUTY OF THE CONTRACTOR TO REPAIR. 6. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL PURPOSES ONLY AND NOT TO BE USE FOR CONSTRUCTION. TREE PROTECTION AND PRE8ERV A TION NO GRADE CHANGES SHOULD OCCUR WITHIN THE CANOPY DRIPLlNE OF PINE TREES AND 2/3 THE CANOPY DRIPLlNE OF HARDWOOD TREES TO BE SAVED. IRRIGA TION NOTES THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRIGATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREAS. THIS SYSTEM SHALL CONTAIN BUT NOT BE LIMITED TO THE FOLLOWING: 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BElTER. 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. 3. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING. 4. ELECTRIC VALVES. 5. GAUGE 14 UF COPPER WIRE, 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS. THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAIN BIRD OR APPROVED EQUAL. .~ ~ S~ ... , 'I. .. ." ... .Z " .- o -f e. ~ .,. Z bi .. ..- " x~ ... ~e . .~ .. . III .. ~t: ... M III 2: .Z Iii ..:.i ~ -- ---. Z ~~ o 1::. " III - > Z III ... tIl '" ~ ., .. CD 00 o . 'I' 11ft . Z" A t; .M i o. Z MA .. I. ~ ZO A ~~ Z." .. zl ... ..... . =-. o~ .. .,.. ~ .. " 0::1 M\I . NES Comm.: 0022A Drawn By: B.J.V. Checked By: K.H.R. Issue Date: 01/17/01 Revisions: No. Date 05/18/01 03/05/02 REDISIGN / / o DESIGN/DEVELOPMENT a PERMmlNG & BIDDING o CONSTRUCTION DOCUMENTS en z o - I- c5 - La.. - U W A. en w I- - en ..... - > - (.) . U . .... o Oan :;e t:~ ::>> ~i! . - ....0:: U)Q Q.... zLl. j&:i ~$ cj~ :g~ ~u ~ A. ::) o 0:: " w Q <C ..., llilS DRAWING IS AN INsmuWoo f)F..saMa; ~D' SIiAU. RO.IAIN lNE PROPERTY Of lliE ENGINEER, AND SHALL NOT BE REPROD(!CED,' PUBUSHED OR USED IN Nlf WAY WITHOUT lliE CONSENT OF lNE ENGINEER,,:",,":.'..",," 2002 NOT PUBUSHED ;' .' ',,' .' - ~ \ I - ; .'.! . . . . . . .'; 0 S 2002. KEt_1l"'R:~i;P.E. __ . COPIES". .OF.';J1iESE' Pl:AAs.": '. . ,~, ~.. .~'tiVAUD UNLESS EMBOSSED. WITH "1'Hr;'$lGl'ilntC' ENCINEER'S SEAL '.' ,', - - . -, -. ..;;~'iF./~; C1.2 ,,() ~' '')N~ - rr ,')'0 ~,,?'0 ~~' <f,"lJ .;) ,"'- < :"l, I (" i.,i.1 'r.I f~X 'llO Nor rt~ttR' ':')' \l< l>< .",'0,'_ ,.H""'"'''' , , 'd" '" ,. ..', n' ,n ..H__"_~/.-_--c--- _,_____~IG~~.!Q REMAIN..._):-__._._._____._.___~-------_=_..---__=_.-----;::'~-_== _._ _ _ _ _ _ _ ___ t3 L \<'6' :.;8 F' 6'& Qwp VI, M - · · · .1. · · · · " ...:.:j · L.~ · · · · ~ ..:"~ ~ ~.~.~-~.~ ~~.~~~.~- ~~~ · · ~ · · ~~. ~.~~~~. · · .~~ .. ~ "'C' ">' (R) <0' I'\e., - ,).> /'i f'r (I I ~.> 'T lsiG~J ,) SANITARY SEWm MANHOLE-' RIM ELEV = 47.21 N, INV. [l.EV, = 43,51 S, INV. ELEV, = 43.46 E. INV. 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I ell ('...,:1 , "'1r" SA'r-r- SEWERt ' - I I I 38 8" / r~oTr: ADD SLJlr ABLs TO 8-5 011:; , TO' m2 C'oVER' " L.;;J -R00TS, , / 'SP:~ct p~ANnNG "T'il .M I NJM I Zl:' t' ~~T :~~ I 37 8" , ) ./ / txiS liNG 2 STORY BUILDING , . / - ,> I I ,/ ,/ " // / /' .. .' -' ./ I ./ u z o u lo ,/ / / / / / /,' / m,,/// /' /. "" /' // // './ ",,'/ // // ./ > /" // // ,,/ /... / / " 1'/ J'/.- ,.../ ,,/' / / ,,/ /' ./ /' .. " ,/ ~/,' / ' / // / /, // / /,','/ ,/ ,.r ... ~_,/ ,/ / / /" / // /" /' 24 24' '/,~</<~~C~,b1T o ':>' / .~~! , / . ----.. EXISTING "'. CONC, APRON I,:~. <-. TO REMAIN f, \ '.' "'~6\,.. ~~~~~JT/ 14- HW , , ./ - OVERH,<\NG .4" &". ~() ~LP %0" A A" ~ TI'~T"-,..__~ _.___ _/" 453.98' (R) ~~-~.: /" 1 --. "/ . 4- ,() ~r$' HW OHW \l<<t;HW OHW OHW .# OHW^:>~)' \ - ~- '), ' P,l ANT.EE_.. IIIIiI .. EXISTING CONC. APRON TO REMAIN 89.47'10" HW ot I I t,.-_ _'...' ~, I I I <;t~ HW GRA TE ~WM . PP {)HW ~.9 '--- UTILI TY 6' VAULT EX. CURB TO REMAIN ,),9 , '>.=> PARK STREET 'ito '.9.> <;tv' 'S.,::> 17 .=> ..=> ? 2' CONC. CURB 17s, '~ S 'j/ ,I '6' d II.=> '6'0 -------.- 11- -~:-- /.J :s (60' R/W) 5to '7.,::> Deft'.1lLITION NOTES LEGEND REMOVE: DEMOLITION OF THE SITE INCLUDES THE REMOVAL/RELOCATION OF ALL EXISTING STRUCTURES WITHIN PROJECT AREA AS INDICATED BELOW, AND MAY NOT BE LIMITED TO WHAT IS SHOWN. t:~?~:\~(: ~~~;i;:.:~~, CONCRETE V// /L/1 ASPHALT OJ m m [I] ~ lIJ m [!] I!Q] [IT] l!3J B] l1] REMOVE CONCRETE PADS, APRONS AND CONCRETE WALKS TO THE NEAREST EXPANSION JOINT. EXISTING ASPHALT TO BE MILLED AND RESURFACED. REMOVE CURBING. REMOVE/RELOCATE TREE. RELOCATE TREE. ALSO SHOWN AS )(loot REMOVE OR RELOCATE SIGN. REMOVE LIGHT POLE. ADJUST EXISTING SANITARY MANHOLE, TOP TO NEW SURFACE GRADE. REMOVE EXISTING ASPHALT TO WASTE. REMOVE EXISTING BASE TO STOCKPILES FOR REUSE. REMOVE PLANTER. TO BE EXCAVATED FOR NEW PAVING. REMOVE PAVEMENT & BASE REPLACE WITH CLEAN FILL MATERIAL. REMOVE PAVEMENT & PREPARE FOR SIDEWALK INSTALLATION. 15 ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS. SIGNS, AND POLE BASE SHALL BE FILLED WITH APPROVED SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO MIN. 95% OF MAX DENSITY. OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED BY F.D.E.P. AND CITY OF CLEARWATER. 16 ....'0 '?' .... 'b~ 9,)' "5 J>' v'6' ~' '6'6\ 0).... " .... SANITARY SEWER MANHOLE ""'\ RIM ELEV, == 40,94 E. INV. ELEV, == 34,97 \ S, INV. ELEV. (2) == 35,29 & 37,74 \ \ .)6' ''=>'it ASPHALT PAVEMENT 6" CONC. CUR? v's '6\6\ l71.fJ ~ l' ",.. ^:> 0) (). ~ OHW \ OHW OHW HW HW- w " PP 7 20" u'6' '?,.. v'S '6\.,::> HW 1 I ~ ULP _1_1_'_._1_1_'_ u',.. .~ HW SANITARY SEWER MANHOLE I \. RIM ELEV. == 46,27 N, INV. ELEV. = 43.12 \ S, INV, ELEV. == 43,07 NE INV, ELEV. (6") == 43.37 llO I '(~ I I OHW OHW HW~~' PP u'6' ..=> 6\ u'6' ',9S v'S 'S.=> .)6' '6'6' J;- '.).> JS '76' CURB INLET TOP ELEv. = 34.98 THROAT ELEV. == 34.43 BOTTOM ELEv. = 31,98 .)s '.9S u's '/6\ I~ l~ J .)'it '6'~ ~ ......... a:: '0 to '-" I I I I 1 ::E PP HW- I ::E .~ z =~ g 00 I- ''f . ." I- .Z ~ .- o -~ .. .... ~ '^ "" A Z bz . ..- ~ X~ ... ~@ . .Z .:.i . ~~ ~ ;Z ... ..:.i ~ ~. Z "" ~ Obi ~ ... - > z ... SCALE. 1..20' 20 o 10 20 40 ... tJl M' ~ .. .. II . 1ft 1ft .... M M " Z - Z .... Z iliA . ~- .. ... ~ .. ,^O C A~ Z Z .. . .- .. ;I~ . >~ ~~ ::I ". ~ "'"... :;. 0.. \I ." NES Comm.:OO22A I Drawn By: B.J.V. I Checked By: K.H.R. DDESIGN/DEVELOPMENT IXIPERMITTING & BIDDING DCONSTRUCTION DOCUMENTS z <( ...J a.. W I- - (/) Z O. - I- - ...J o ~ w c . 0 It) o ~;e . W ~ ...I t: ~ ~ tJ):) Ill( a.. Q ::) ~~ o C~ D:: Z .. 1ft :5 ffi '-' W I- W ~~ c d Q: .A It) c( ~ It)W ~ N..J tI ~ (.) THIS DRAWING IS AN INSTRUMENT Of', SER\IICEAND SIW.LREMAlN THE PROPERlY OF THE ENGINEER, AND SIW.L NOT BE ~RQQUCED, PUBUSHED DR USED IN Nff WAY WITHOUT THE CONSENT OF ENGINEER. , (. : ....., ' : :. ',', IGHT 2002 NOT PUBUSHm , .' ";::: .~\:~'" . t'.. I' 3 2002 C2.1 .~ Z =~ 52 00 to- , \f . ~~ to- ~Z c= 'IIIt- o _c= At ~. Z I::~ . ..- ~ x~ to- ~@ . .:1: ~" .. !~ . ., '" to- "" ... Z 'llltZ III 'IIIt.:.i ~ -- Z ---. 1l4~ o 1::. c= ... - > Z III ... tii en' CLEVELAND STREET (S.R 60) I .. _ 1.-. .. 1. WITHIN THE SIGHT VISIBILITY TRIANGLE, NO STRUCTURE OR LANDSCAPING MAY BE INSTALLED WHICH WILL OBSTRUCT VIEWS AT A LEVEL BETWEEN THIRTY INCHES (30") ABOVE GRADE AND SEVEN FEET (7') ABOVE GRADE PER SECTION 3-904. .. ._. '-.-. .. -...---. .. .--..-- ... --.-.-. - -'-(1.- - - -- - - - - - '- 't (80' R/W) - _. - - - - - - - -- - - - -- - - - - - -- LEGEND -.' . \/ r J I.. ." . ,"' . ',. ,., , , '",' ,. ,., ,- . n' '.., ,'I ,'. -.' ',.' .", "...... .',' , 1 /-/..-::~~...- .. /// \ /1/\ \ ------- DO NUT'-ENlER~_ ,..s)~ SIGN ~ 'u{. TO R[MAIN '0.;:: OUt:! oW? M lPlP NEW ASPHALT PAVEMENT EXISTING DRI VE WAY ;5 I, ,,,[ ~~ . . ,<,j' OUH WP j f / I I I ~ 11III .. II /,> ~ :.~}, / // ' /1/ ! ..'(1..__ ....J I ........ '. ........, '" '.., "- . " ... ,.. . .... . , " I r LFl 2' STOP BAR \WillE L ----- ...----.------..------ ---- -----.----- wv , S 89'49'00" E S' CliNe SIDEWALK -rfJ 180.0 r,---- - ---..... ~FP - WA I o~ - i ~~ , ' \ I \\ \ "'-,,,- I /~. ':1<-8" "'-. ", /j, ';.'1'0 ~:3 "'" NEW CONCRETE . / 1/- l~ J C 01''') j /? . -~-.;..- (R) .j_._-~ 1ft 1ft " --- Z = - Z 1M. Z iliA . It- .. I- It At '" 0 A A~ Z Z .. . .- .. II l- . >~ :I'" .. "It ~ ... " Sa - - (( OS" ~ " i. ;J '..Ct, . . . f : t . . 20' i5""TE w u z w ~ Cl o u ~ I X 6" CONe. u (TYP.) Ii II I[ i ~ "- -, Ol/" , ! '--. 8" CONe. RETAINING WALL TO REMAIN. 1 t ~ ,1 'J ,f). ~ ':I (, I II 'I Ii II I I >. .o( 'i--l l ~ ,--...., 0:: ........... ..1 I:;. : ~~, I'.' R- ~ ~ _J <t 5: w o In Ld -.... ? J o o o , N if II 'j ,) I I ~'II :~ i cr' '. i 1 ~) I. "n;;;- , I. '~ "1 0 I Q:: jl ~ I I ~ IN I :) i6" II k 101 J , .J 0:: o ,,~ \.J "\ , '\ ':, \> \. "'" i-' \". \ x.. """v \. (y ~' r t> J .~ \- (0 \>-\. \, '( o,x..~' (,~. '" n~ j>: ~\o( S0" ~.\. I u ..,. o o "'<I' NES Comm.:OO22A I Drawn By: A.G. I Checked By: K.H.R. ..- -<: "\ \.. ~' \>0 ~ \. s? 0- '-l x.. \>0 ? \', ,,, -' <( I ! :,1', rifJ I; ~ ::~1C}~ ~ 9U:~D!~~'~~ tloem EI f',,'- 48 ry~ u.. oJ) <i t I ~i~ =< IE". II ~ ~ii~ ul ~i !I ~; II -----OOw-.+.--(),1'//...- (-~, I I :r: I. .- J ~ f t I if) ~'~'J [I ~w E.J~ ... ) , -- 5" ~~ ~~~. _ ___ ; "__" 0 _~;;o a~EW 6" tJ f~1' CURB i ,..... t~ - q~ ;l::~ ~. ~ o 13' I :I: ~ I 6" CONe. CU r 8' SECTIONS OF EDGE OF PVMT. -\ 3' WOOD FENCE 6" CONC. CURB! " 4" I 5" 1~ 26" 1 0--0 0-0 040--0 0 0-0 0 0-0 "Uo-o in S ~9.~IWwE - -"'w 135.8' (Rr UHW - ~, .!.LJ ~.. P~ . 7 20" , .' " ' > i . . ',', "/::?if:kif(J:i~~~~:,,,a ~~ Efo ~~~~tNLT PAVEMENT .20 AU.EY (VACATED O.R....8t'lQK.,....6332.'PfJ... ,':5.);1 .......'.......,.;;i~...r.;.;.......~,....:...;'...~.. 0 , '.' m: "lItO. J mU"'" ..' T."", "". .,,""" S 89 '48 00 E ' R~Al~e;D ~ A DRAI~,A'"':";.".,.,,,,~J..tt>'..LtF';i0.1/';rj{,',.tj\ (f) SAW CUT - -' - - """"~';,., ',:,:",:}:\ .:L.'."".,:/,.:,.""..'!II'.."""." . ", "':':.""".':"'..' ':I!l!!!.::lI!lII . 'i"". ,:,',.,?\.,"M."..,,,.,....,,.,,:I.,,',.MATCH :EX"RVMT',GRAf)ES" ,.' "'" .,' . '. '., :~~r:~~'~~~!f:,ij:~ar;f;;bc~...,,;'J:,'j;~r ",;;:~~~~.~~t~~.$:7~; . .. ',,',:: ;. '.' :~i.~:~,~(;:':":':; ,,' /:". ,,','.C if';' ',t'! ',,; ;: '.';..,: "",,;' ! .' "",> ,"'" ;'. 'g' ASPHALT PAVEMENT "1<Jl ~ ><) "5- >(- ~:w- ~HW -.......... .; ....... ----.~.l~~ ~, /)\ -,TWIN,) . 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'~.-=-:~- Ot!.W ,-- -~ OHW~ ~P .-QHW --0HW OHW OHW OHW --oHW -------:3 .~ -DO NOT ENl'EW' R5-1 2' CONC. CURB :I: ~ PARK STREET SIDEWALK .. .-....--{f.. ."'_n__.. -- ----.- ----- -- --- ---.-.-- --'- -- ----- ------- -- - - -- ___ _ _ _ __ _ '__ _ __ _ _____ 1__ _ --1.___ . (60' R/W) I z <C ...I 0- W I- - en ..J :> - o , , .. , , , Q) o 0> ::J <t I EX. CURB INLET.-J TOP ELEV. = 34,98 THROA T ELEV. = 34.43 PROP. INV. EL. 32.4 BOTTOM ELEV, = 31.98 ...... '- LL. t!l X Cl >- (l) > '- ::J tf) I (l) ..... ...... tf) ,/ <t C\J C\J o o ,/ C\J C\J o o ,/ o o o C'\J ,/ Ul ..... U (l) .~ SCALE. 19.20' 20 o 10 20 40 THIS DRAWING IS AN I~'OF Sf;fMcE 'AND 5tw:L' RB.wN THE PROPERlY OF THE ENGINEER, AND SHALl. .NOt;'BE.REPRoOOCED;'PUBUSHm ORUSm IN N(( WAY WITHOUT THE CONSENT or~NEER:.... '.' IGHJ 2002 NOT PUBUSHED "~: '. , \' I 1 o '- a. ,/ .I::. U (l) t- ,/ C3.1 P 03 2002 ~n(H. ~:PJ:. #33388 COPIES. bl;~THEst'j~0\NS"~~,NQT;>'VAUD UNLESS E"'~pS~~').vP.l{t,.~E' SIGNING[~,tJ~5ER'S SEAL ..... c Ul .!!:! (\J o o (\J 01 'O;f c\j o Ui ..... 01 o Cl ::J <( .~ L w... l!l :J: Cl >- Q) > L ::J (f) I Q) ..... ~ (f) ...... <( ru (\J o o ...... (\J (\J o o ...... o o o (\J ...... <Il ..... W Q) o L c... ...... .c 'w Q) ~ ...... ..... C <Il Q) Z p:J . . " , I - 1_.. / " 1/ l7 .' 02-) I' ; ,I ii ,<L-.: ; '7," ;, " j--- - .- "I ..r 'i " " I. '7.' " ,-' \L~. '-\lS'GIJ I I i i I t I I yO' I' '00 () 1 ;" I I II I !I I 1;" o . . ~; I..., .(~ 'J.. ~~.. I~II If. ,........ C) a::: "t 1 16'.0:; o ~ . N 016" . ..r.> So,{ <0'0 ". \>0. ,:D 0:: ::) U u z o u , l.O I I ... SEWER tAANHOLE ~ 1- -, =-' 47.21 I :LEV. 0= 43.51 I .LEV. = 43.46 t=' \ LEV :. 43.51 ~ 4: :LE'v. (6") = 44.21 ~ I~ ___ \ ~ I~ : y&~, \'.\~~/'5 ::J ig e rfl o I~ \L.-, ul p2" ~i : -oH----t-OH> . -'-~ II a..., I I ......, . r- I I a::: I ',I . 01 . '0 'co' ~;Z ";J ':5 .'0 I :. I :.'~ :~ I ;,:. u4 I ~I I ;, I 1 ro_ I I I I sTG~. I I I J I .--1 '70' \ it 1 '6'.,., 1 "6.~ "v --:,., ,.J ..)0] I ~~- y I 6' I _ ._...J'_I_ _'U 1 I I I I I I l. _ INll ARY SEWER MANHOLE , 'vi ELEV. = 46.27 INV. ELEV. = 43.12 I IN\!. ELEV. = 43.07 . IN\!. ELEV. (6") = 43.37 I Y6'~, I I \ \ ~) J , .:~ .,', :3 b " ~l 1/1 I . . I~: %5" I <:J Z <! 1. a:: IJJ ;;> o I ) , I 'ul ,-, -. -. - .(~, 8" SAN SEWER1 - -- ---.-.-.-- ~-- -.... -. - . I c" r-!" lX,';:-llc,(, L ';TCRY tlU,c DIN'~ . I I p~~ ~HW I I _,.J. .. I I I 5:'9 0' uTlun VAULT ',l", , ""f:J(, :~, ..~i:- ^. (~ ~~)' CLEVELAND STREET (S.R 60) -.- --.-'ii:.- ":,,,' uts o \\1' i., f I/l , " " . (},y ~-~'----S-8-9~'49 ;OO"-E-;-,~~-=;C-~l~IL.";;;'~ I ,t't 1~6. 0' f -- -- .--.--. ----- -- '1.>. - - 0' 0 SI'P \WA I ~~ I'tM J. ~'\ ' , \ , \ " \ \ \ \ \ \, ....'" ", ' ~'~J" l^I~Jllt~lJ :, ")lllf{) f'JUll[)l~ll; flOuk Ellv' '" 4tUlj (80' R ;".'1) ":~ " ) \>0 ,., ~-.,.' .... ,..- ._,- .~;", .~ f" 'c. /.~ \\ ;," ~ ,; )\ r I/~ )! :,\0 ~__________,_...J. v ; I l'l\1 tK; 11 N I r R' 'j'D .'i:::"1\}' :.I,N t'/:" ~1! 10 KlMA'N ufl /! ~ 'M' 1/ ">-"',' 1 Y II .\...... lP(P // '-"y<:" II ':' (R) - - f .... , ~ _I <( ~ W o V1 U z o u ".t f t '\ ()~I _. ... m ... __~}~'~;';:") d \ _. __~ '-'4'-~~_'-'-'-'-'-'-'-""~~~'-'~'-'-'-' COVERED I '. .--~ '--..../ / tNTRANCr: .....- __/ / SANirARY SEWER MAt~HOLl / 111M [LE V ____ 4MB - ----j---...tII/Iiii" ~i.'~\ tr:.}.I0: {61l~2 44.10/ ....... ';[ .rl f'v. (6") . 44 Oil t . -{)HW. .- '7.1 '.s~:l ., " r '~i' AD.lIST EX. t.A.H. TO NEW SURFACE ELEVA liONS ~r/" ",.',-'- , I . , () 15" =./ , - _. ~' u_~.l~)'~l__ _~~_ 'j/'~ -OHW::::3::-F=OHW....:; j ----- EXISTIN G CONC. APRON OH 'j/'~ .~~ ~::> '6'0 6\ ;:>. '0') \;A' '" S') \1-' t;< -.---. _.------- -.- ._~_._---...-...--..- ()' ....- \.-. . . . . . . . . . . . U-;f?\ -~;"i ;~."R'VE II \ J IL-- ~ ,ry I I ! ~ t WAY 'j/''j/' ''j/'/ >- <l: ~ I..J U Z W Le- o o o ~ [ ~.--~ '~8" eONe RET AINING WAll. TO REMAIN. n ~... D:: o t;<XJ <0' I< ,........ 0:::: ~ <:e' 1<0 o o N w > ~J" t>,. ~ r- f- ...J "\ ~'\ ~\.. x.- 0- x.-~ '-l ~ I" <l: I O. Vl <:( s'? ~ I r- ::::> o (f) ,() t>.. l)i t;,.<O "), l>< t SANIT ARY SEWER MANHOLE RIM ELEV. :. 47.05 E. INV. ELEV. = '1r. ~ EDGE OF PVMT. \ NW INV. flEV. (6 - 42.95 - SW INV. ELEV. (6" = 42.85 " 4" 4" 5" 1~ 26" [] [J5 o---[] l]-O 0-----0 [l []--o 0 0--,0 0 0--0 'Uo-'-o - PP UHWS ~9':-8'-W,wE . <,{ - "'w 135.ad'<m OHW C E 6" CONC. CURBj MA T H X. PVMT. GRADE v's ~ .& .];-..3: HW '0'& 1 8' SECTIONS OF 3' WOOD FENCE ~ 43.4 45.5 & 8" SAN. SEWER 6' '-'-'-'-~'-'-'-'_'_'_'_'_'_'-'_'_'_'_'_'_l_ '--L.. " T ? 46.1 ~ . ~ ~ ~ f t t;<() t>.'0' <0"') \><. \>0. ()'\.. ~ ~ 44.06 [ ~ X23" [I RELOCA TE '= ~J == + 42.80 ~~ ~O" . +43.88 1.5% ~ +42.00 ~ / 1~ 013" 13--' 14 = = 1~16" 42.8$1 11020" C?~ o == = == == :x: O)() :\,.' t;,. %0" CONe. - - 453.98' (R) - - - - PP (). "'OHW OHW OHW OHW")'O' HW OHW STORM SEWER STRUCTURE TABLE # STRUCTURE TYPE TOP. ELEV. INV.ELEV. <D CONTROL STRUCTURE 39.5 32.5 SEE DETAIL SHEET C6. 1 0 EX. CURB INLET 34.43 32.4 (THROAT) STORM SEWER LINES SCHEDULE LINE LENGTH (FT) TYPE SLOPE(") SIZE (IN) 15n Q)-0 RCP 5..83 36 O)\><. ,. \><. SANITARY SEWER MANHOLE ""'\ RIM ELEV. = 40.94 E. INV. ELEV. = 34.97 \ S. INV. El.EV. (2) = 35.29 & 37.74 \ \ <oV) ~. "5 \)<\><. :\. ") 1.1'6' '6'0> 1.1'6' '..?'j/' ASPHALT PAVEMENT -rill :-0 "5- ~ ..... ")0) l:)<()' OHW- HW OHW \ OHW OHW OH \ l.LJ PP Rl ~'P ~ 7 20" 'j/' () ~ ~b ~SO EX. ASPHALT PAVEMENT \ ":J"I' 0 - 0 Tn DC'M AI!>.I GTE ~ ~ - 1 - 1 - I - 1 - 1 - I - , - , - 1 - I - I ......, -. _'1 - 1 - 1 - , ""1$"- 1 - , - I - 1 - 1 - . - 8'~SAt:r 'SEWER' o (/) 1.1'6' '/ l< 1 :x: :E ULP _1_'_1_1_1_1_1_ - - S 89.48'00" E - - -- 138.80' (R) ~.~ - --'\ .~O.O ,II RETENTION I T~O.O I BOT. 36.0 I SILT ~ :RRIE I <( 25 I a:: o v'V' f- '/& I X'\'~. ~;-"'l x\"~ '~.5) ". " '-l\~ ~,\.- .;) I <;>\' '0"'-- xyC~ ,0 S0~ \~r" ~~. ~ ~ \) <:4 '. '0 _:A~E.R._ '. ___. _ ._.(~___ iv:> ._!..i?'-__ -- =- GR"'~;-- ____u .-- --------'/1), n.__ Jj J6t~~::I~i>RON 6' 'f7 HW '70 1.1'.9 2' CONC. CURB 1.1'0> 1.1'6' .~ .~ '2 .~ P.ARK. STREET CONSTRUCTION NOTE: FILL MATERIAL USED TO CONSTRUCT _ ______ __ ___ n ___ _. __ ___ ~ __ _._._~_ ____ _ _._._ _ __ _ __ _' __ - _ __ _ _ __ _ _ _ ~ _ _ _ ---.E.O.NO -BERM. .A1.ONQ. .B..EITC U\NE ~ND PA_RK STR_EET SH}.LL BE_ _ _ _ _ _ _ 0;(1.) (60' R/W) 'j/'q/ ""6' CONSTRUCTED WITH SAN~J2U\Y MIXTURES WITH A UNIFIED v's ""s S -? '6'& SOIL CU\SSIFICATION SC, \,;\:1MPACTED TO MINIMUM 90% '.9S '.16' REU\TIVE DENSITY PER ASTM D1557 METHOD. EX. CURB INLET TOP ELEV. = 34.98 THROA T ELEV. = 34.43 PROP. INV. EL. 32.4 BOTTOM ELEV. = 31.98 - - ~ i-l -.to 38.0 ~ f t 51' tV ,. \><. 4 .25 CONe. SWALE (SEE DETAIL) +41.80 ~ ~ )IE /' SAW CUT SIDEWA K v''j/' . V'O' HW 5:'S S SILT BAR IER 38.0 = = == = 42.25 10 tK' <;:). be: 40.0 - - - ~21" 9 - - - - - - OHW OHW OHW~~' HW I~ 1~ .1 ----~- '6'~ ~ ......... 0:: a l.O ---- PP :x: I I I :x: I :x: ~ J: ~ -- HW-- SCALE. 1..20' 20 o 10 20 40 .~ z a~ 52 00 to- , "- .. ." to- "Z c= ..- o _lie A. --- ~ V\ ,.. A Z ~Z .. ..- lie X~ to- ~@ . .=-= ." .... !I ~ . "I' := ~ ;Z III ".:.i ~ -- Z --- .. ,..~ o ~. lie ... i III ... tii .". ., .. II . 11\ 11\ --- '" '" '" Z - i ~: .. 1Ie- .. to- lie A. V\O C A~ Z Z .. .. ..- .. iii ~ . >~ ~1Ie ".. .-... 0.... ." NES Comm.:OO22A I Drawn By: A.G. I Checked By: K.H.R. REDESIGN BPRC COMMENTS DRC COMMENTS DDESIGN/DEVELOPMENT DaPERMITTING & BIDDING o CONSTRUCTION DOCUMENTS z :5 Q. W I- - tJ) W C) c( Z - ~ Q Q Z c( " Z - Q ~ " . e It) " e It) '-' CW')....... . W CW') -' !:: CW') ~~~ a.. :- i :) tno o Q it 0:: Z .. 1ft :3 ffi '-' W I- W ~~ C ~o:: <C It) <C It)W .... N..J ~ "I'"" 0 lHlS DRAWING IS AN INSTRUMENT OF' SEJMce ~D :SHAu. REMAIN lHE PROPERTY OF lHE ENGINEER, AND SHAll. NOT BE REPRODUCED.. PUBUSHED OR USED IN Nt( WAY WITHOUT lHE CONSENT OF lHE ENGINEER. . COPYRIGHT 2002 NOT PUBUSHED . f~ ~<H..'~.P.E ..., CO. P..IES. 'O.F.~..fHE3~./~P~S'AA~., ~OT VALlO UNLESS ,~~BOSSED"WlTH., THE.' .SICNIW~:i,:NGI.NEER'S SEAL ',:0"-'0"';". -, ~'-\. tj', - J 03 2002 C4.1 3"-1" APPROVED 8" REINFORCED MASONRY OR APPROVED 6" PRECAST CONCRETE OR 6" CAST IN PLACE 1 I I I I. I I I I I I I I I 1'1 I I I L;I--------- -+ .- ",....-- "- \ \ '- 6" UNDERDRAIN INV. ELEV. 35.0 /'""\ \ I I I I \ I .- .- .- .- .- .- .- .- .- / NON TRAFFIC GRATE ELEV. 39.5 GREASE SKIMMER (SEE DETAIL) BOTTOM OF SLOT ELEV. 39.125 15" RCP INV. ELEV. 34.5 ~ CONTROL STRUCTURE N.T.S. BASE SLAB (MASONRY OR CIP ONLY) 40.25 2' BERM 16' SOD TOB 40.0 DHW 39.5 \l SHW 34.2 SECTION A-A N.T.S. 2' 6" CONCRETE CURB 1 ,,[ EDGE OF PAVEMENT CURB ENDING DEI AIL N.T.S. C'-J C> C> C'-J co C> co ~ cTi -< CJ"l o 01 :::l <t ...... t... u... C11 :E "C lTl ....... ..... ro ..... C1) Cl ......- <t C'-J C'-J C> C> ......- C'-J C'-J C> C> ......- C> o o C'-J ./ lTl ..... U C1) HANDICAP PARKING N.T.S. STRIPING DETAIL .~ o , cr ......- r; u C1) t- -':' -< ..... c: lTl C1) Z P/L I 8.5' : SHRUBS I TREES I I EX. SIDEWALK TO REMAIN EACH PARKING SPACE SHALL BE CONSPICUOUSLY STRIPED IN BLUE AND WHITE PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANENT, ABOVE- GRADE SIGN BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILLlTY AND THE CAPTION "PARKING BY DISABLED PERMIT ONLY". SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST BE SIGNED & MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION AND A.DA H2" 1t'9-1~1:Uf 10.5 I I I I I I I" I I I I I I I H I I r!7 .~ 31" GREASE BAFFLE TO BE 1/4" THICK ALUMINUM w/STAINLESS STEEL ANCHORS SLOT & GREASE BAFFLE DETAIL N.T.S. 14' -8" . IX) I '0 ..... 12' 6'-2" 6'-2" io GRADE "X16" CONC. FOOTING WI 2 #5 REBAR u z :I~ 0 00 - ... ,"- . ." J ... .Z ~ .- 0 -~ ~A. RETENTION BASIN i A. 1lI4I'" '" b~ z . ..- 18" OPENING ~ X~ I" tii ... ~@ TRENCH WALL . .=-= ." SOCK . .. 1011I <' . " . 1lI4I'" .'" . ... ",III IX) FILTER MEDIUM Z .Z ...... (SEE SPEgS; . . 6" PERF. PVC ... ...... FILTER .SHT C1.2 ' .'.6" . UNDERDRAIN ~ .. -- F~RIC ' (SEE SPECS) ~. ~F p~~~~~?,~C COEF. L IMPERVIOUS MEMBRANE f30 MIL) ~ Z 1lI4I~ 0 b. (00 NOT PLACE IMPERMEABLE AT ALL SIDES EXCEPT A OPENING. ~ III ALL SEAMS MUST BE WELDED - MEMBRANE AT THIS OPENING) WATER TIGHT PER MANUFACTURER'S > RECOMMENDATIONS. Z III UNDER DRAIN DET AIL (2) . . 1ft N.T.S. 1ft \:I .... .. z '" '" - z .... Z IIA a . ~- .. ..~ A. ",0 A A~ Z Z ... . .Ii .. ;t'" . >. ~~ .. ,,~ - ... ~ o~ " ." RETENTION BASIN TOP PROJECTED SIDESLOPE ...:-- ~t;~~/^"'"' AND BOTTOM OF ~/r--- RETENTION BASVN "" """ "",,;/' ~ .r TRENCH WALL BOT. """ ~ (PROVIDE SHORING IF REQ'D) - -""" ~ //^,",v~< SEE UNDERDRAlN > > DETAIL FOR EXCAVATE ~ DIMENSIONS ~ TRENCH ~ ~ ~ BOTTOM OF TRENCH ~ '//^,",v/^,v/^,v/^,",v/^,",V/^'V/M 1 FINE GRADE RETENTION BASIN PRIOR TO TRENCH EXCAVATION. COMPACT BANKS, BERMS TO 95% OF MAX DENSITY. 2 EXCAVATE TRENCH FOR PLACEMENT OF THE UNDERDRAIN AS REQUIRED. 3 VERIFY WATER TABLE; WELLPOINT OR PUMP GROUND WATER IF NEEDED TO ENSURE DRY TRENCH PRIOR TO PLACEMENT OF UNDERDRAIN. (A COPY OF SOIL REPORT UAY BE PROVIDED IF REQUESTED AS SUPPLEMENTAL INFORUATION ONLY) 4 CONTACT N.E.S. FOR INSPECTION. UNDER DRAIN DEI AIL (1) N.T.S. GENERAL NOTES: 1) .wAIJ.S;- SHALL BE MAXIMUM 6'-0" HIGH AND CONSTRUCTED OF CONCRETE BLOCK (8")(8")(16j DECORATIVE -FINISH FACE BLOCK STUCCO COLOR TO UATCH BlOG EXTERIOR. 2) FooTINGS:- 8")(8")(16" CONCRffi W/2 - #5 STEEL REBAR IMBEDDED AT 3" /lBOVE BOTTOM. 3) CONCRffi SLAB:- MONOUTHIC, MIN. 6" THICKNESS WITH IMBEDDED 6"X6" WIRE MESH. 4) CONCRffi FILLED CEUS:- WITH 1 - #5 VERTICAL REBAR TIED TO FOOTER STEEL AT EACH CORNER AND EVERY 4'-0" IN WALLS. 5) .GAIES;- CONSTRUCTED OF MIN 1-1/2" DlAMffiR GALVANIZED TUBULAR STEEL W/PRIVACY-lYPE SLATS INSERTED IN GAlVANIZED STEEL MESH F/lBRIC, HINGE MOUNTED ON MIN. 3" DIAMETER GALVANIZED STEEL POSTS LOCKING PINS INTO SLAB REQUIRED. NES Comm.:OO22A I Drawn By: a.J.v. I Checked By: K.H.R. DUMPSTER PAD DETAL N.T.S. CONNECT 6"PVC UD TO CONTROL STRUCTURE; IMPERVIOUS MEMBRANE TO BE WATER TIGHT AGAINST CONTROL I STRUCTURE I I " : ", _____.J , (GATES AND POSTS CONSTRUCTED AND INSTALlED PER APPUCABLE BUILDING CODE BY UCENSEDFENCE CONSTRACTOR) CONNECTION TO BE WATER TIGHT o MEMBRANE: UNDERDRAIN SYSTEM ISOMETRIC N.T.S. . ~. 4' 2' , ~>-5. '\ 3000 PSI CONCRETE GROUT TOP OF HOLE 6' LONG PRECAST CONCRETE WHEEL STOP W /HOLE TO ACCEPT #6 ~ FOR A SNUG FIT 8" FROM EACH END 2-#5 P DRIVEN THROUGH WHEEL STOP TO COMPACTED SUBBASE EX. PAVING / 5-1/2" 2' EX. BASE .111 111-111-111==1 1==111::=111-111-1' -III. III=-' -=1 i::- :.- --! -,1 N.T.S. SYMBOL SHALL BE 5 FT. HIGH & WHITE PAINT COLOR o DESIGN/DEVELOPMENT B PERMITTING & BIDDING o CONSTRUCTION DOCUMENT 111=111-111_ 6-x6" - W1.4xW1.4 WWF 111::::111=111= SECTION A1- N.T.S. RETENTION BASIN UNDERD~N CLEAN-OUT w/1S"xlS"x4" CONe. COUAR FtUSH AT SIDE SLOPE. TOP OF BANK ....' - >'^--:: ~'"' lr- COMPACTED APPROVED FILL ~6- SOUD PVC w gO" LONG EEP ELBOW . 0 II) 0 U) 0 ~. II) W t-- ...I . elf) ..J I- elf) - - ~ ft :) 4(' D.. me .. - W ::) .~ tic c 0 Q..J zu.. W Q:: :3~ l- e) WW - tn >1- W W~ ...I C ..J~ - U4( > <( II)w - 11)..1 0 .., ~U PAVEMENT COMPACTED SUBBASE NOTE: LOCATE WHEEL STOP 2-1/2' FROM EDGE OF PAVEMENT TO CENTER OF WHEEL STOP. WHEEL STOP DETAIL BOlTOM OF BASIN L IMPERVIOUS MEMBRANE 6- PERF. PVC UNDERD~N UNDERDRAIN CLEAN-OUT N.T.S. FLUME DEl AIL N.T.S. SECTION Az - A,. N.T.S. GALVANIZED METAL SIGN POST WITH 3/8" HOLES DRILLED ON 1" CENTERS 12" BLUE BACKGROUND H 6 FINISHED GROUND 1-1/2"R 1/2" WIDE WHITE BORDER AND SYMBOL 8IBN SPECFlCA TION8 PARKNi BY 1. 18"x12" LOGO SIGN DlSAAI I=n 2. 2 SIGN COMBINATION 1" SERIES "c" REFLECTIVE SHEETING PSNT LETTERS ON-Y 1/2" BLACK 3. LETTERS TO BE BORDER 1" HIGH SERIES "C" 1.5" 4. SIGN TO BE MADE OF $255 FN: 1" ALUMINUM 1" 5. POST TO BE MADE OF F.S. 318.14 1" GALVANIZED STEEL 1.5" (SEE DETAIL) 3" 6" 3" 6. SIGNAGE PER A.DA FTP-M REQUIREMENTS '" a ex> ...... WHITE BACKGROUND a ~ N 3000 PSI CONC. WHITE a BACKGROUND <0 : <0 12" SIGN POST DET AIL N.T.S. HANDICAPPED PAVEMENT SYMBOL N.T.S. HANDICAP PARKING SIGN DETAIL N.T.S. THIS DRAWING IS AN INSTRUMENT.. Of. SERVICf: AND." sHAL.i.. 'REMAIN THE PROPERlY OF THE ENGINEER, AND SHALL NOT BEREPRODUCm, PUBUSHm OR.usm IN NfY WAY WtTHOlJT llIE CONSENT OF ENGINEER. ..' . GHI' 2002 NOT PUBUSHm REDESIGN BPRC COMMENTS DRC COMMENTS KENN.ETH,~Jo:I~g.Q,U$Hl.P.E.133366 COPIES" 6~;1M"t:.s~~;.pl!ANsf~Wo.T 'lAUD UNLESS EMB9~SED 'Wlll:f i :1)iESIGf.4ING,:ENGINEER'S SE'AI.. ".:.., -. ., '.' . - , '. ~ . ~ . . .' .' . ..',\,,- ""~':;:" C6.1 NEW SURFACE & 2) (SEE NOTES 1 EXIST. SURFACE ..... ~ .... .... 1 ' 1 ' 0 EXIST. SURFACE VARIES I u ~ a~ ~ %~ to- 'lilt Z D: 'IIlt- o -f A. .... Vi ~ "'C z l::z .. ..- D: X~ to- ~@ . .:1: .:d ... . I- .. ':'= ~ ;z 1M 'lilt.;; ~ 6. ~ E~ D: III - > Z 1M FINISH GRADE FLUSH TO TOP OF CURB 1" RADIUS MEDIUM BROOM FINISH CONC. PAVING 1 -1/2" TYPE S-3 ASPHALT CO 1/4" PER FT. MIN. EXCEPT AS NOTED COMPACTED TO MIN. 95" MAX. DENSITY 6" L1MEROCK BASE OR CRUSHED CONC. BASE F.D.O.T. CERTIFIED LBR 100 AND PER AASHTO T-180 COMPACTED TO MIN. 98" MAX. DENSITY 12" SUBBASE STABILIZED TO 40 L.B.R. AND COMPACTED TO MIN. 9B" MAX. DENSITY if~~[g ~ ~[f{]~(UJ~ [?)[L~~if~~@ [Q)~if ~~[L~ J ,I ... 'il M' ~ CROWN SPREAD t NOTE: AlL TREE STAKES AND SUPPORT WIRES Will BE REMOVED AFTER 1 COMPLETE GROWING SEASON. BASE 18- I-- i. ..- . i I 1- .=1 I 11.1 II-i i'l W REPAIR OF PAVEMENT NOTES: 1. ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANICALLY SAWED AND ALL SURFACES TACK COATED. 2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND THICKNESS; WITH MIN. OF 1-1L2" ASPHALT F.D.O.T. TYPE S-3. 3. BASE MATERIAL SHALL BE PLACED IN 6" COMPACTED LAYERS TO 9B" OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T -1 BO LAB REPORTS ARE REQUIRED. 4. BACKFILL FOR TRENCH SHALL BE PLACED IN 12" COMPACTED LAYERS TO 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T -99, LAB REPORTS ARE REQUIRED. i : I I "I"'! I 4 i I COMPACTED SUBBASE i j Remove Dead and Injured Twigs. Trim No Leaders, Retain Natural Shape. 3/4" - 2 Ply Reinforced Rubber or Plastic Hose White Swrveyor's Togging Tope. 8 Llingth 3 - 12 Gua;e Galvanized Wires S~ced 120 Mound Tree and Set At A 45.Anll'- With 3- , ee Duckbill Anchore Or Equal . I' =1 I NOTES: 1. WHEN REMOVING EXISTING CURB THE CURB SHALL BE SAW-CUT AT NEAREST CONTRACTION JOINT AND FULL SECTION OF CURB REPLACED. 2. INSTALL EXPANSION JOINTS AT 50' INTERVALS, CONTRACTION JOINTS AT 10' INTERVALS. 3. CONCRETE SHALL BE 3400 PSI. 3" Minimum Mulch ON SITE PARKING & DRIVEWAY SECTION 3" Soil Saucer N.T.S. Remove Container From Rootball Planting Soil Mixture . o . '" . 11\ . " C.... Z ..= i O. z -C j 15; A. :z: 0 c ,,~ z iii .. . -. ... Z I- .... . ~~ ~. = 'lilt. ~ 0:1 " "''' CONCRETE CURBING REP AIR OF PAVEMENT CUTS Mound To fonn Saucer 3" Minimum Mulch Layer Remove Burlgp From Around Top Of Bol/ Planting Soil Mixture ., .. a N.T.S. . VERTICAL CONCRETE CURB Existing Soil N.T.S. MEDIUM BROOM FINISH CONe. WALK r FINISH GRADE TO 1" BELOW EDGE OF WALK 2' LEVEL 2' lIVEL I ,SHOULDER, I' VARIES (SEE PLAN) _I.SHOULDER'I ! ,~O~ _I. ~~O~.E. ~ / 41"4 ~E~ ~O,~T.' 1= :0 ,lib I,ll 1111_1111 II"{" III_III "-- COMPACTED FILL OR UNDISTURBED SOIL TREE STAKING & PLANTING DET AIL ADJACENT TO OR WITHIN V.U.A. N.T.S. SHRUB PLANTING DETAIL N.T.S. FINISH GRADE TO 1" BELOW EDGE OF WALK MEDIUM BROOM FINISH CONC. WALK EXPANSION JOINT 1-1/2" RADIUS VERTICAL CURB PAVING TOOLED GROVES 3/8" WIDE, 3/8" DEEP, 3" O.C. TO BE MADE AT INITIAL POURING NOTE: AU.. TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SfASON. CURB CROWN SPREAD III I '.-- . 4".' : . - . COWP~ Flu.IIII~j IJJ . .' OR UNDISTURBED SOIL NOTE: PROVIDE 1/4" CONTROL JOINTS o 5' O.C., & 1/2" BITUMINOUS EXPANSION JOINTS o 40' O.C. FOR 4' SIDEWALKS. For Cabbage Palm Inltallatlon: Trim All Fronds at Time of DIgging and Planting For WCllhlngton P<*n 1nIlaI1ation: lA<Mt IMide row of fronds 1le up lIith bIodegraclabIe twine :s. ! WHEN SIDEWALK IS TO BE REMOVED &/OR NEW SIDEWALK IS TO BE ADDED, IT IS TO BE REMOVED TO THE NEAREST EXPANSION JOINT. For Cabbage Palms: All Trunkl to be Smootlil and All Bum Marks Brushed Away For Walhlngton Palmi: l..eave all bOots on trunk 20 Laye,.. Burlap Pad at Suppart Contact - No NoIII In tree Wood BASE NES Comm.:OO22A I Drawn By: B.J.V. I Checked By: K.H.R. NOTE: AU.. TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SfASON. COMPACTED SUBBASE NOTE: PROVIDE 1 /4' CONTROL JOINTS o 5' O.C., & 1/2" BITUMINOUS EXPANSION JOINTS o 40' O.C. FOR 4' SIDEWALKS, AND 1 B' O.C. FOR CURB. AND AT POINTS OF TANGENCY IIII . . -. I 11---- == ..... ~r!;::llllil ITil ~~:.m -I ;: I : CURB ~ I Remove Dead and Injured Twigs, Trim No Leaders, Retain Natural Shape. 3/4" - 2 Ply Reinforced Rubber or Plastic Hose White Swrveyor's Togging Tope, 6 Length Wire Tie ~ c ~ 2 (3 2" x 4" Brace (Yellow Pine) Space Three at 120' Typical Remove after one growing season. 2" x 4' Stake (yellow P1ne) Three Feet Lang Remove after one growing season. Saucer Rim CONCRETE WALK DETAIL N.T.S. 3 - 12 Guage Galvanized Wires Spaced 120 Nound Tree ang Set At A 45'Angle With 3- , 68 Duckbill Anchors Or Equal Remove after one growing season. Mound To Fonn Saucer 3" Minimum Mulch Loyer Remove Bungp From Around Top Of Boll Planting Soil Mixture CURB tion Finish Grade J" Minimum Mulch Rootball, 16' Minimum Radius From Trunk Wallhed-In and Tamped Planting Soli Mixture - Exieting Soil CURB/W ALK DETAIL N.T.S. P/l REDESIGN BPRC COMMENTS HANDICAP RAMP DETAIL N.T.S. PlACE SOD 1/2' BELOW PAVEMENT -.- FlN. GRADE PRIOR I TO SODDING +- POSITIVE DRAINAGE (4:1 MAX) / l MEET EX. Provide a minimum 5'x10' unobstructed planting area PALM STAKING & PLANTING DETAIL N.T.S. ROOF DRAIN TREE ST AKING & PLANTING DET AIL N.T.S. FIN. GROUND COMPACTED GROUND UTILITY (i.e. SANITARY SEWER, WATER SERVICE. FIRE LINE OR STORM DRAIN) BY SITE CONTRACTOR TO S' FROM BLDG. P/l SEE PLAN FOR DIMENSIONS PLACE SOD 1/2' BELOW PAVEMENT FlN. GRADE PRIOR TO SODDING POSITIVE DRAINAGE (4:1 MAX) MEET EX. o DESIGN/DEVELOPMENT ~ PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS unUTY WITHIN 5' Of" BlDG. BY PLUMBING CONTRACTOR. FlNAI. CONNECTION BY PLUMBING CONTRACTOR UNLESS OTHERWISE COORDINATED BY THE G.C. COMPACTED GROUND FLUSH CURB GROUND TRANSITION A T THE PROPERTY LINE UTILITY CONNECTION A T ALL BUILDINGS N.T.S. N.T.S. HARDWOODS FLUSH CURB RAMP DETAIL PINES AND SPECIMEN TREES PLACE CONC. SLAB/WALK 4" BELOW FLOOR ELEV. EXCEPT AT DOORS REMAIN FLUSH. EXPANSION JOINT SLOPE AT 1/4" PER FOOT 10: 1 MAX. SLOPE SOD N.T.S. CURB NEW BLDG. NEW BLDG. FILL GROUND AROUND BLDG. TO 3" BELOW FIN. FLOOR ELEVATION & SOD MAX. SLOPE 4: 1 MIN. SLOPE 2" . : "-' o o "-' o ...,. o ...,. ,:...: . 0 II) 0 U) U ('I) II) W t-- ..J . ('I) ..J I- ('I) - - ~ ~ :)c( a.. tnC .. - w :J .~ tic c o C it w 0:: ~ Ii l- e!) wW - >~ U) W W~ ..J C d~ - > c( :g:i - .., N..J 0 ....0 1" X 4" Horizontal Wood Members or Approved Substitute NOTES: 1. PROVIDE 5'xS'x4' THICK CONC. SLAB o ALL EMERGENCY EXITS. POST OPTIONS: 2"x4" OR 2.5"DIAM. WOOD; 1.33LBS./FT. MIN. STEEL FILTER FABRIC IN CONFORMANCE WITH SEC. 9B5 F.D.O.T. SPECS. OR EQUAL EXIST. GROUND I" . I 6' MAX. 2. CONFORM TO ABOVE DETAIL FOR PlACING WALKS AT THE BLOGS. "-' l >- 10 ::E l1.l ::l I- I I I 1 I Driplinel--1 I ~ I I I I I I- I I 1 I I I I I I I 1-- I I r 15" to lB" I I I 1 I I I 1 I -I I t GROUND PREPARATION A T ALL BUILDINGS A 4'x2"x2" 8 8' MAX 2/3 PLACEMENT OF CONCRETE SLAB AT ALL BUILDINGS Full Dripline cr> :J: 'C l/1 ....... .~ 10 ..... l1.l a - <t "-' "-' o o ,..- N "-' o o - o o o "-' - l/1 ..... U QJ o L- a. - Ul Ol C 1111:11I1 N.T.S. N.T.S. WOOD FENCE PROTECTIVE BARRIER DETAIL N.T.S. PRINCIPLE POST POSITION, CANTED 20. TOWARD FLOW EXIST. SURFACE FILTER FABRIC EXIST. GROUND SAW-CUT EXIST. EDGE OF PAVEMENT & BASE NEW SURFACE SIL T BARRIER DETAIL nilS DRAWING IS AH INSTRUMENT. OF SERVICE AHD SHALL REloWN niE PROPERTY OF niE ENGINEER, AHD SHALL NOTi'BE REPRODUCED, PUBUSHEDOR USED IN MY WAY WlTIiOUT niE CONSENT Of E ENGINEER... . _ ., '. 100 2002 NOT PUBUSHED ,. ,.': \ I. ' EXIST. BASE NEW BASE NEW SUBBASE N.T.S ~ :it 10 L- a ..- l.J .~ C6.2 KENNBH.ffl.~ROQ$.lt::~;~. 133388 0 3 2002 COPIES:><>F.+:~~g~i~LANS:'XR~' ALlD UNLESS EMBO~~;Ef\"W"~' ,~.~' Sl~~!i~,," EER'S SEAL PA VEMENT TRANSITION DETAIL N.T.S. .0 ::l a. - - ...., c Ul QJ 7" n.J C> C> n.J LD n.J lei n.J """ ...... m o en ::J <{ ...... '- u... l!) X Cl >. <lJ > '- ::J (f) I <lJ ....., ...... (f) ~ <{ n.J n.J C> o ~ n.J n.J o C> ~ o C> o n.J ~ Ul ....., u <lJ o '- .'; ,~"j Q) '- , ~< +oJ C U '. a., Z - 1_. _.. I 'J=--. "".R f.1/,t'nk,L[ .~ 1- '-' 41 /1 I , ,. .. = 'f:3. 51 I l t: \ =- 43.46 ____ ~ry' =- 4351 ~:;;: ,t., (6") =: 44.21 ~ Iii' ~_ II ~. ~ii; U' ~! ~! I I , (5' ,r j, r M~ ( :X WER M :.tjI1(,d .A tLE \/ "' 46.27 IrJ'l [lC'.. c:= 43.12 I IIN [If<.. '" 43.01.. I INV. [Li'/ (6") :c 4).3 7 I I r' ,:I ;;! I !I~ 100 I I '~! I I ( , :'1 : '. , , I:' '1. 1 [} I Cd I "> t :.:.. ! / '~ J I~" r !i d II , 'J i I ,I I I I :1 I c:;:. Ii I ! I I CL o II,~ II ~' 'tA I, :il vr , I :D. I II I II ...:' I II '(. If i ~ 1 I / 'I'.ll' ' Ii 1 I "1 "~" ,. I I I '~j I I I I I I J B' , , r I " Iii l 'I 1 l... .. _.. PLANT MATERIAL SCHEDULE SYMBOL LEGEND BOTANICAL NAME COMMON NAME CLEVELAND STREET (S.R 60) - ~ ~ ~ {J) - NATCHEZ CREPE MYRTLE -- .--.t;: - - _h._. QV Quercus yirginiana LIVE OAK PC Phoenix carariensis CANARY ISLAND DATE PALM (80' R/W) - ------ -- -----_.. -- ----- - ---- .- -_. - -._- - -- -- --- ....; - - ------- '.. -----. - - - - - - - '" I ~ J (Q~ s:) '~ t "'" . !.~S't.~~.'t>.b f ",&'0" \j(> Oc..~y f\ ~~ "" "\ ::2 /A~ ~ ~ g] fWR\ fRO\ " // G 3 '\JY (QV\ ~~ ~ ~ === ==== ~~ '^-~ . J~ - ~ .""~ 1\ ._-_--_-_._-_-.-_-_-, __-:.-_ __-_-.-- _-_-.-_-.~-- ~._-_-_ __-.__ _If.-__ ___ __ __.________ __._____---..----_-.---.----- -- -_---.-_-.-_-.-.. 'h' - . -.-_---r...,.-- ,.--,. ._ __ .....n.----.- _.-..-.".-_..--.. __..____-_---_..-:.:...-_-_--.--- '. -- - ! - ( __~1" ft \ ~G i!.-------- 453.98'_tR)_______._ ,hY".Jt4 ~--.:--- -- ClJNC"_liP.RDlL--r--.-.---. ---.-. / '<Y1 I ) \ 'fi)J --}---.--.-..---.--1 * ------ ., ~ __~_ .u~-~__._:=_____=_:=___._:=__=__=____=_ ____~~==__= __". _-=-.:::..~ RI fIC\J fiiV \tQj} \g) ~ z' ~ ~' --_. ----- - _" __"n ...._.. _. +_~._. ....____._ . .-__.___.-::::-........ .... - _u ",; '~~:::,i,,~:~ /~~\ Ov.'P II /t Ie \ 'r:t l p(r l /1' 18 ....yCl j l " , 'I /-- - II 0; I..... i~'~ f .J j li.n. \ "!t. i<ll.~\~.~c. I, ' .. , : II ,J .\ ~J rrR '1\ .. -- . :. --- I. .i&"-___............ , Ull (J\\1' .. . i <l' i ~ (J II t ~~ .- ._-- .- .- .. .. - .- --- .- -- - -n."J'p -.- ----- ! ':1, '. ' / \ :~IJ'(::;'y~ ,'~ /~ ~ /"~ '>:1 -"~~ "'~ // I " ~ \ , ' u . .. / z ~'r- ( ~ '<', t'\"~ \ \. i>-~\~/--<...~ _8 . .' ..: 'v (\l ,.,~~ <t \' \. ~\\. \y . '... 0"--- ~\>-c/ '~ ...... \() ,\J'f. . ' ~ "'-- \""/<~ ''"', t /;~ ">-.~ EX 0" C"NC. /C~!'8 -, ~')>1:lH: l.- - t.... ;/1 ',Ii):" H,.I, . ,.),:-)1, t; > ~ ,,11, / ...........,., . "8," SAN-SEWEP- -g -.# , '~t ~J ~~0 RO -~ \ -}I. 25 _'_f_'_'_'~'~l ,_ _/ / .----.- .-/ -- -==1/ \.L -;/ , '-'-.,. '-..........-,_,_. ..... ,; I / /'/ // '~~AljiT~R~ SEWER MANHOLE RIM ELf V c:= 47.68 I f. IN'.I Fi fV. '" 4,lH? .I NT I~J'I. f.. 1 EV. (6") ~ 44.10 :;[ I~h. FLE V. (b") ~ 4408 .. .. If' , /'-.:~j .;/ '''''~ / .' .. lfIl~' ' (l . . 'J ---)~ 'Jllr'~: ,~. ~{j] / ~:--'11\1."";-", .'~ / f'~',~J liJ"tr---~ ',! '~lJ? fl~:t;~~) I']' JI !i I: . 1/11 Ii j (I /// f ,.\,\>-\.-'\ \~J / c2~' '\ ,~, L t>--.I('~ "s'V ft~ ,~~'\.. ~\\.-~,,---'V / \" \>- '-0'-' <( ~ / ,0 c.;0~ / ~(: ./ ,/ / / . , ,l' ( ~ . ,/ '/ 01'. 1~l!1 . M)D '. ,')()ITM11.[ . 'I ' i(JI':';OH TO',", CO'.H< '/J' RCyf$~ _SP:~C[ ,_ . PLANTING M,NIMI7f/ '::::-1 RCQVLOSS \i .' '/<J~ ~ I ". ,(] ..J If) U 7 ,0 iU I . . . ','\'t w -: , I / EXiSW~C STORy tlUll.L,,!Jt ~: i '.... _ l ~ ' ....' ~ 1,I'f';. !(fl'~li' -: ~ i" ,reJ, Jl 'I " ~ " f" J I' ", / ..1' "., I' ,:. 'I 1/ 'l 11 I //1 '\1. " u t ) ~,..: . S) ..' '.'" ,.\.., 1'1 '- ~ ,. ,~' r,\- .. r~ \.);\,.( ~'_" ' \ \) ,'" ,?"L, '1' . ... .~_. ~ _'~=7L___ . __ _._ / ,/ .' t f --- ';""G;",:.TII , ,t j (..: ------- I ~t - ----~ 31 ~!HR\ 'W fMG\ \V IVO\ + ~ ~~~ v r 7' ~ / .'\" I J ~-// -\. ~:;/ "- \fiC\ '-D VQV\ ~__ .._~ --.PARK. _ STREET __ _ _ _ __ _w _ __ _ __ _ _ _ __.. _ _ ___ _ _.. w_ _ _ __-1_~_ WR Washington robusto WASHINGTON PALM . //~\ r \ I '~~c~ =~ c~~~ . .. MG Magnolia grandiflora MAGNOLIA eM Lagerstroemia indica - - f . . . . . . . . . . . r'z! l~J SANDANKWA VIBURNMUM t ~ ~ TROPICAL HIBISCUS VO Viburnum suspensum HR Hibiscus rosa-sinensis u Z '-L [J]]]ill] W~ IXORA RO Rhododendron obtusum AZALEA IC Ixora coccinea c":' () u .; I '1 ".-: "J l (1 " ~,;" ,;' ,;' ,;' ,;' ,;' ,;' ,;' ,;' ,;' LM Liriope muscari EVERGREEN GIANT L1RIOPE lJ; ..... (<:: ^ o () o ('oJ INDIAN HAWTHORNE t - I ~-----J r-=-=-=- =-=-.~ RI Raphiolepis indico o _.J '\ ~\ \>-\.- ( n \" (. ~ , '-.j \>- S ,l t- JM Jasmine multiflorum VARIEGATED JASMINE '" I l I i' I T I- -, ----' o en r u VJ <( f t fRi\ -- \::25.J IQV\ - \.U )7~ '() --).. 1- ..A ELOCA TED 21 r~ ~ 1'- ---- .,. /'" ~ ~- -.. ~ -- ... l~D - - -- i(QV" i\J.} rL-_ .J " - -- - 1--- --- ~- .----- --- 1iJM\ I~ rJM\ ~ ;;-- - --- ----- ~.J.")> ~ ~--- ~ l-<:= ...... U [:\:L:?, - --- -...:..t ~K:' Vi \-: '-'" -- - .- ,- -- ~ - .- - I- - - --- ~ '~ =J . 2' CONe CURB .. -''''-''1.-- -----. (bO' Rjvv) REMARKS QUANTllY 2.5" MIN, CALIPER 10' MIN. HEIGHT g' CLEAR TRUCK 10' CLEAR TRUCK 2.5" MIN. CALIPER 10' MIN. HEIGHT 2" MIN. CALIPER 8' MIN. HEIGHT 18"-24" HEIGHT AT PLANTING. 3' O.C. MAINTAIN @ 36" H. 14"-24" HEIGHT AT PLANTING. 30" O.C. 3 GAL. MIN. 14"-24" HEIGHT AT PLANTING. 30" O.C. 3 GAL. MIN. 14"-24" HEIGHT AT PLANTING. 30" O.C. 3 GAL, MIN. 24" O.C. 1 GAL. MIN. 14"-18" HEIGHT AT PLANTING AT MAX. 30" O.C. MAINTAIN @ 18" H. 24" O.C. 1 GAL. MIN. SANITARY SEWER MANHOLE '\ RIM ELEV. = 40.94 E, INV. ELEV.= 34.97 \ S. INV. ELEV. (2) = 35.29 & 37.74 \ \ \ fQV\ '-.V f t 1 (EX) 55 88 161 106 183 247 764 14 NOTES: 14 1, WITHIN THE SIGHT VISIBILITY TRIANGLE, NO STRUCTURE OR LANDSCAPING MAY BE INSTALLED WHICH WILL OBSTRUCT VIEWS AT A LEVEL BETWEEN THIRTY INCHES (30") ABOVE GRADE AND SEVEN FEET (7') ABOVE GRADE PER SECTION 3-904. 3 2. ALL NEW LANDSCAPE AREAS SHALL BE 100% IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM INCLUDING AUTOMATIC SHUT-OFF FUNCTION, SEE SHEET C1.2 FOR ADDITIONAL INFORMATION. 2 3. WORK ON EX. TREES TO BE PERFORMED AS DESCRIBED IN THE TREE INVENTORY. 4, ~ CANOPY FOR EXISTING TREES ASPHALT PAVEMENT L1_~ -1_'-'_1_1_1_'_ 1iQV\ \.!J' 1II ~ :; o z o <( ~ ~ ,....", 0::: Il ' / " I '<'_~ ~ ~ 1.1 U ;--N'\..../ '-' Z F (f) x w ;; "'-. 0::: '0 (!) ~ I~ l~ I w o o ~ ~ o o ~(j) Rj" ~ fWR\ I\.U I~ V I -NOTE: M~AINTAIN SHRUBS T 30" HEIGHT THIN SIGHT TR ANGLE SCALE. 1-.20' 20 o 10 20 40 .~ z =~ 52 00 ... , \.! . ." ... ~z ~ ~- o -~ At "- e. V\ ,... A Z !::z . ..- I:IC X ~ ... ~@ . .z: ." .. 00 III . ':' t: ... M III Z ~z III ~.:.i ~ ~~ Z ,... ~ o !:: I ~ III - > Z III ... tii ,,- \1\) .., III .. . 1ft 1ft "- M M " Z - i ~~ . ~- .. ..~ At '" 0 A Aa= z Z .. . .1 .. iii'" . >~ ~.. ,,~ ... 0::1 ." NES Comm.:0022A I I Drawn By: A.G. l Checked By: K.H.R. REDESIGN BPRC COMMENTS ORC COMMENTS / / DDESIGN/DEVELOPMENT DaPERMITTING & BIDDING o CONSTRUCTION DOCUMENTS z <C ....I D.. W I- - en w D.. <C o en c z <C ....I . C) an O C) an ('11')...-. · W ('II') -I t: ('II') ::).... fttnc D. :-~ :) tno o c it 0:: z .. 1ft :5 m '-' W I- W jij~ c d~ A an c( ~ anW ~ ~d ~1S DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN ~E PROPERlY OF ~E ENGINEER. AND SHALL NOT BE REPRODUCED, PUBUSHED OR USED IN N(( WAY WITHOUT ~E CONSENT OF ~E ENGINEER. @COPYRIGHT 2002 NOT PUBUSHED SEP 03 2002 L 1.1 ~ Ii. ROUSH. P.E. :t33388 COPIES OF THESE PLANS ARE NOT VALID UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAL CURB \, . \ .. ~ . ....>. . 56 " C)":>{IA. ;~ ';:\; . &s ~ '",: ~ ~ '\ . , - \& 0 " x: ~_u. .. .'. " I LP \ I ~ ~~~~~~ES 0.4':t . . ::' i::~" , \ (. . :~1 / ~ 1-. 3.2' 8" SAN SEWER _ _ _9 .'" ;:-:=.j,- _LL---~. Ii ~___ ~" o;)18'-------..cov f',' ,~~~~,"",12~..:.:J ~~'\..ll /'1_ p 13'~ S' ::: CONe ~ :. ~ ."~~-:/~ /,"~ / /_- I I ..1 ~.' '-~.., '...oY SANITARY SEWER M...,<OlE / . / I ~ . . ~/ RIM ELEV :I: ~7.68 E !NV ELEV = 4382 SANITARY SEWER MANHOLE-oJ I "'IE INV. ELEV (6") _ 4410 RIM ELEV ., 47.05 I ~. SE INV. ELEV. (6"\ E ....08 E INV. ELEv · 42.18 I TOTAL NUMBER Of 'NW INV. ELEv. (;6-) :I: 4.~ I CP; PARKING SPACES sw INV ELEV. (6-) .. 4;" IS 71 OF WHICH 2 ') I ARE HANDICAP I : 2 STORY BUILDING I ~'" ..,,"0' 2' I' ~.;,,~ 0:: . . ~. I. .8 ~~. ~ ~. ~ I Z . , 1.4" ......l:L- . !!IGN , ;'1 O)~ '\ \10. x I I I 1 ! I I i I )< I 7.... I '6'0 018" 16" :) ....... .s" I. . 't>~ i . . ~ l~' -< o ~ 20" ~ _i ~ u tItS 8 .e:. ''<t. 16"0- . , 8 I . , ~ : C"oj' )( "& _ co . Vo g:; u u ~ u , to SANITARY SEWER MANHOLE--+ RIM ELEV "" 4721 ' N. INV ELEV..=: 43.51 S INV. ELEV = 43.46 E INV. ELEv = 43.51 W. INV. ELEV (6") = 4421 \ \ I \ \ \ \ 017" w ::) Zx ~ .~ <( ! , i' I >- ......... <( a: Z ~. o .....I-1r--. O!g'-' "'1-1 '--' j u... z 1'- :Jl I ~w I i ~ <t)to ",,'" 176 ->'..;. OH"- ~ .,.>0' ^ ll"6' .~ SANITARY SE'M:R MANHOLE RIM ELEV. = 46.27 N. INV. (LEV = 43 12 I' S. INV. ELEV. = 43.07 NE INV. ELEV. (6") = 43.37! . I t I I \. \ \ P:<Y OHW )( ~ .~ ,,'" '\. '" )( ,\0:1 ~. )( ~ ~' " x t- CLEVELAND S.TREET (SO' R/W) ",() "0' lIo: /2' CONe. CURB ",to r.:>' ~ otJe 'lIP ~~ ll"~ '6'& 1 ..~ 0: ~~ ~ LpO 180.00' (P It M) ~ .. S 89-47"0- E (M) . . '. . 5' CONG ?!DEWALK () '\ 0 8f'P ~. .., . ; . , ll";> ...J7 8" CONC PLAN TER .' , 6 811 . . *8" '. 6.8' r- I I ~O:I 1. "'I I I I I ''<tl "I "'I -<:" '\ ~ \.. ,~o;:_ ~ >t- , ~ ~' .... <( \> c..,'? l>- - .. x: ~ ~ ~ <o~ 10' ll-' )( N o co (..:i" ~ u ",.. :, STORY BUILDING .. FLOOR ELEV = 48.03 " r--.. -< .. :r a. (/) -< . .' c.:> z 4( :I: 0:: I ~ ;) .J 37' ,I ./ --------- . PARCEL 1 ______ ~..j . .' v,v, 10'- \Il ,'? ~ )( )( 0.6' .. s" l>- -'\ -'\ \.- ~ ~ '-(.~ ~ '-!\.. l( ~ x: .....J .<( 3t. W ~ '\ -'\ \.. ~~ >(..~ ~ '-!\.. l( '" sl( '" .u ~. u -H 01 .... ...~ . PARCEL 3 .. 6" CONC. /'- CURB (iYP.) \ /~ \ 024" ~"? ., . 1 ",. ~ , . .. . .. 1'. . .. . CONC. APRON N" ."41'10. W (M ~;> .. . . -... . 4 CONC. APRON ~ .... L. .. . . Wq ~ ~ 463.18' <:~ '01 ci , . . , .CON~. APRON'. .. ~. 1 14" o .. V '0>11' .. -... . . w ',Q '--UTIUTY ~ VAUL T 1I'd s." ll"..-' ...-'~ M "s .~0' x- "'.) <9..J l( 11'..-' '6"0 rOV v,,' 1)0 7 _s~~ DENOTES AN EXISTiNG SPOT ELEVATION 10" o 10" . 10" o 10" b- 10" * -,.~,~,-~-",.-(,<"~, 0'" ~. '" )( '0'" "'. \Il )( SECllON 15, fO~SHtP 21 SOOTH. RANGE 11 EAST PtNElLAS COUNTY, FLORIOA LEGAL DESCRIPTION: PARCEL 1: Lots 14. 15. 16, 17, 18. 19. 20, 21 and 22, Block 8. HIBISCUS GARDENS, according to the plat thereof; recorded in Plat Book 14, Pages 55 through 59, Public Records at Pinellas County, Florida. TOGETHER IMTH the North 1/2 of the vacated olley abutting the South boundary of said lands and lying between the East boundary line and the West boundary line of said lots as extended to center of atley, Public Records of Pinellas County, Florida. N" BestC.OIIY' Availabte "," ~. " )( 0' \wo. " ll'", '0.... PARCEL 2: Lots 32, 33, 34, 35, 36, 37. 38, 39. 40, 41, 42, 43 and 44, Block B, HIBISCUS GARDENS, according to the plat thereof, recorded in Plat Book 14, Pages 55 through 59, Public Records of Pinellas County, Florida. TOGETHER WITH that part of a 20 foot olley lying adjacent to the Sauth property lines of the West 15 feet of Lot 7 and all of Lots 8 through 13, and iying adjacent to the North property lines of all of Lots 32 through 37 and the West 15 feet of Lot 38, Block B. HIBISCUS GARDENS, according to the plat thereof, recorded in Plat Book 14, Pages 55 through 59. Public Records of Pine/las County, Floridc. S.N.D. . .. '. ~ 11'/ >- -< ~ ~ W La. ~ i 0; .- .- 8" CONC. RETAINING WALL PARCEL 3: Lots 23, 24, 25, 26, 27, 28, 29, 30 and 31. Block B. HIBISCUS GARDENS. according to the plat thereof, recorded in Plat Book 14, Pages 55 through 59, Public Records af Pinellas County, Florida. TOGETHER WITH the South 1/2 of the vacated alley abutting the North boundary of said land and lying between the East boundary line and the West boundary line of said lots as extended to the center of said vacated alley, Public Records of Pinellas County, Florida. ( IN FEET ) 1 inch :z 20 ft. GRAPHIC SCALE 2() 0 ~ 10 ~ 20 I 40 I - 0.. - '\ "\ \.. ~~ \....1>- ~'" .-\ <( '" '" ~8 ~ w > <J' b<' \l< x . ~ ? 1>. - Q: Cl .... ...J . 1)0'" d6" ",'\ . 6'<5- .;..O;l>SANtTARY SEWER MANHOLE \ x.Jj>~v, )<. - i..t6'..;>.... x RIM ELEV :: 40.94 8' SECTIONS or E INY. ELEV '"' 34 97 ASPHALT PAVEMENT 1 )' M>OO FENCE 5- CONe CURBI '- ~ S INV. ELEV (2) ~ ~~.~~ :.. I v's 4" 5" 0 26" - 1-'./' '",0; & 0-0 0--0 0 0-0 0 0-0 (0- ~ SI.R., ".~\__/// CHW' '(lH'A" _ ~ CJoIW" ~~'....ORW . ,.~, ~ . S 89-46'14- E (M) ~5'6' 135.00. (P) 134.86' (w) ~ "'-.t,p:. 0:'2' p 20" x ll"/ \ "" ~q, 0 ":;~. ::; (9 8" SAN, SfWER <5- 8 ::-::-so ASPHAL T PAVEIoAENT . GTE 1-------------~----------------N8i------------------~---~--------~~~~~R 1 ).. - ~ ~!!! S 8i.49'~ tol) 1311.87' P) lJl1.77' U ~~.t,3 < CI) FN.D 9'0 l.Cb: . ; y~ -<:" '\ LB 938 · ~. - \.. ~ ~ -------:-- "=> ~ ~ '"' ~ ~ ~ --.. I>- ~ l>- J6' ./ 11' 1 "'\:.) .)'- .jJ ~. '" x 1 . ;:..!I" .. EDGE OF PWT. - 10' -" ~ 8~ 88 -- UJ Z <-- -J0' ..J. ? ~ ........ & Q: )-'0 ~~ lJJ m PARCEL ~I), :":)' '" x a~ ~. ,,~ "0' '" )( io" ~. t;.: x "\ . '\ \.. ~ ~ >t-I>- ~ -..l~ <( l>- "s 'd/ s~ l>- ~ ~\,. ?>(.. ~s .... ./ ./ ./ ./ ./ ./ ,.. ,.. ,.., ./ ./ ,.. ./ !-\ '.0( l' \,.\ rI..'" <:>~ '" - :I - 22" D. '~.' .-1- 4< 1 ,... ..... LU ..... ,..'" .,' -, LPx:x ./ ,... ..... ......" " ././ ,... A rn ~"\ ~~ '4~ ~ '" 11'" , ..J..t 'I I/) w d CL. ,-. ~~ g~ If) ....... 1 33.93' (P) 11 N ....()HW 0 -()l<l f'.I.R. 5/6- ..p':4' ..' CONe. SIOEWAU< - .... / ./ 6- CONC. CURB (TYP.) ~, C). .. )( L.'i) ~21" 6,14" v'" .~ v'" .s<S> w . 619" '0's flU . -r. . ~. ~ .. . . ~ ~",'\ , " ,. . '. . --()H OHW-- w PP l' ../6" . $IS .. ,)0" .S? "'0 '$1> "$I . ....." "'e Q) ..J., . ..>" ~ (ill [~ O-~J \~ 2' CONC. CURB 00 APR 1 6 2001 x_ "? . ..J,s ~ P ARK STREET '" )( ";> ''',.;; ..J. ~6' ~ "- ~~ ~ x ,~ ''''0' " "'0 .?~ (60' R/w) J'" .?~ CURB 1f'4ILT TOP ElEV. . 34.98 THROAT ELEV. . 34.43 BOTTOM ElEV. - 31.98 PLANNING & DEVELOPt"h~NT SVCS CITY OF CLEARWA! ER SEE SHE[T 2 (X 2 f"OR PARCEL . SlHlET10f'2 ~A1lQN ~: CEItTlF'IEO TO: OVERBECK & E 0 INC. PROfl!IIIONAL ~ 3089 RooleYelt Blvd., Cleorwoter. Florido 33760 Phone (727) 524-9666 F~X (727) 524-9328 c.rtlflOote t>f ~ Le. et13 THE JADE O~OUP. L.C.. ,., Fl..0A10A LIMITED LJ~UTY COMPANY. JOe IllUweeR FI~ST AME~ICAN TItlE INSURANCE: COM"ANY, PEOfIIIU::. 1lANl<. ~CHAlltOS, GlU<Ev. F'I'TE. Sl.AOOHTtR, Pl'tATtIl tc ....Rt> P."'.. 2K052-A JOHNSON. BLAKELY. POPE. 1tOK~. R~L. tc 8UlItNS, P.'" SURVE'(QR'S NOTES. 1.) ALL CORNERS FOUND HA'J[ NO NV.,SER [)[$l(;N~n~ PRfW=-..'S SlJft.fJO" ~ COIllPAN ( UCEPT AS SHOWN. 2.) ALL BEARINGS AND DtSTANCES ARE MEASURtO pt- PI..A" :JtIllfS$ OTHE'hfISE HOTW 3.) NO UNDERGROUND ENeROACHWfNTS. fOU"'OA"n~ Oft UTlt.l'lfS."4-.IE SRk, ..OC~TEC (')f? SHOWN IJNI.[SS OTHERWISE NOTED 4.) INSTRUMENTS Of' RE:CORO REF'lECTlHG EASOENTS. RJOHn-or - WAY AHOI" ~RSHIP WEPE F"URNISHED THIS SURVEYOR PER FIRST AMERICAN 11M INSURANCE COMPANY c.owNTWOff ~. ~A-CC-r>P IAlIO. rlL,( NO 113029-4-00 ONLY 5.) ELEVA.TlON DA.TUM: N.G.VO. 1929, Iiol SL . 000. 1EH(>tWMJ!' ~! OOJNTy '8RfflE W' ELEV .. 44690 BASIS OF BEARINGS: N. R/Yf ~ PAA!( S: SEIHG" eV.T1(f" . (,4S~O) 6.) THIS IS TO CERTIFY THAT I HA~ C<lNSULTEC 'tHE ~ lH'WR~ ~"IS-~HI()N 'LOOO HAZARD BOUNDARY MAP. COMMUNITY No, 12~96. PANEL No 0015 0 (f'q:CTlY( C/O"! !/~'j/~ lor<.; -rHf !'t[~Eor-. DE:S~8ED PROPERTy APPEARS TO 9E IN ZOM[ X 7.) IN THE EYf:NT THAT A 'ENCt: WWU BE ERtt;'TE.O eA.!} r... "'WIt! V~\l(r. w';fIt(JWEPl-,H1ON "'U$T BE USED. NOT BUILDING LOCA TI()II. REFERENCE ~9QHS 8) THE SURVE Y D(PlCT'EO "'ERE IS NO: CO ..t:P:fD e.. PlIt.<OrfS'5lOIlt-"" ....,to8i,.j r I 1l4SUJ> ,."r_~ 9.) UNLESS IT BEARS THE: SlGHAilJRE AHO TH[ ~, rtAt":.U x:h. r;,r; J. i:'..CPro~ ./f.:ENSED SU'Nt: (OR AND MAPPER. THIS DRAWING, SKETD-l. PLAT Oft MAP '5 r:-~ i..rOP!lll"'l'It~ ~:"J!E::. ~i. ( A.~ ,~ ~()7 VAUD 10" ITEM .~, UNDER PLAT RES~CT!':lNS S1""'t~ '10,1- fA!f..Wt,... 'rO, J>~iI")f~1 IoMe ,)PON TIofE RE.4.P SIDE 5' OF EACH 'LOT . IS RESERVED B" THE G1UI'II'T0" rr;p o:>.....etl./.. )"'"1:-"" 'iE.;"N.Jf.~ F.I.R rOUND IRON ROO, SIZE INQICA'TiO Sl.R. sE:T IRON ROO. 1/2" P S.". 13'83 F.I.P FOUND IRON PIPE, SIZE INDICATED FN.D. rOUND NAil ANO DtSt< S.N,D, SET NAIL ANO DISK, P.S.M. '391.3 f.C.IoA. FOUND CONCRETE MONUMENT PR.W. PERMANENT REFt:RENCi: MONUMENT PC.P PERMANENT CONTROl POINT P.L POINT Of INTERSECTION P.C. POINT Of' CUR'J[ P.O.B POINT Of' BEGINNING R/W RIGHT-OF-WAY TR TRANSFORMER OHW OVERHEAD Yt1RE HY'D FIRE HYDRANT WI. WA. TER LINE ASSEM8L Y 8FP 8ACI(f'lOW PREVEN1'ER W WATER METER 'M=' GTE WITNESS POST FS FIRE STANDPIPE SEC. SECTION TWP. TOWNSHIP ROE. RANGE I") R[~ P) PLAT f') rlE:LD e) CALCULA TED CONe CONCRETE COV. COVERED ASPH. ASPHALT PWT. PA'J[MENT ELEv eUVA TlON CP CONe. POLE us UllUTY BOX P8 POWER BOX wv WA~ VALVE PP POVIER POLE T'YP. TYPIC~ 8U<;. BLOCK OCNOTES AN OAI< TREE - SIZE INDICA TEe DENOTES AN EVERGREEN TREE - SIZE INDICA TED DENOTES A BOTTLE BRUSH TREE - SIZE INDICATED DENOT[:, ,. PINE TREE - SIZE iNDICA TED DH.CTES A. PAL~ TREE - SIZE INDICATED NOTE REGARDING PLATTED LOT DIMENSIONS: LOTS 23 THROUGH 43, BLOCk BARE 20' EAST - 'M:ST BY 100' NORTH-SOUTH LOTS 14 THROUGH 22, BLOCK BARE 20' EAST -WEST BY 120' NORTH- SOUTH AWC PUBLISHING COMPANY CERTIFIED AS A BOUNDARY & TOPOGRAPHIC SURVEY I HEREBY CERTIfY THIS SUR'IEY WEElS THE .,INtMUN 'lECHNlCAL STANDARDS AS SET FORTH 8Y THE F'LORlDA BOARD Of' AAOFESSlONAL SURVEYORS AND MAPPERS IN CHAPTER 6tG17-6 FLORIDA AOIoA1NISTRAi1VECOOE, PU NT 0 CTlON 472.027, FLORIDA STAruTtS. SCALE: 1 ' = 2 0' If!'" : ADO eov"OAA SURVEy 6/18/00 DATE: 4/20/00