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A B C D E F G H <br />1 <br />VA <br />z <br />W <br />M <br />Uj <br />W <br />for <br />W <br />3 <br />Cj) <br />Y) <br />a- <br />CL <br />W <br />W <br />z <br />D <br />a <br />W <br />Imn <br />z <br />W <br />Uj 0 <br />� =0 <br />z 0- <br />W 4 <br />M <br />z <br />W <br />Uj �- <br />0 <br />U <br />MW <br />U) 0 <br />LLJ Cl) <br />co �2 <br />00 <br />W <br />M <br />0 <br />5 <br />UJI — <br />ix co <br />i 0 <br />= <br />Uj <br />Z <br />0 <br />co <br />Cn <br />z <br />0 <br />W <br />W <br />U. <br />Cn <br />cr- W <br />COD <br />SO Cn <br />Z <br />CL W <br />UJI <br />9 7 <br />> 0 <br />a: <br />Uj <br />CO <br />0 <br />Cn <br />cc <br />0 <br />z <br />%0 <br />0 <br />8 <br />C� <br />z <br />0 <br />Uj <br />:r 0 <br />W <br />0 <br />W <br />a- 9 <br />W <br />W <br />C0 <br />0 <br />Well 0 <br />LA5T <br />REVISION <br />11101121 <br />5 telor. <br />PLAN VIEW <br />(e) <br />SCRIPTION, <br />ADA CURB RAMPS <br />NOT TO SCALE <br />SIDEWALK 1/2" <br />ABOVE ADJACENT <br />LANDSCAPE AREAS <br />f 7/ <br />2-0, DetcAable warning'.. —.0" <br />OP140N A <br />. "*- 2 -& DeterIA)v Wa.- cings <br />OPTION 8 <br />ISOMETRIC VIEW <br />ilds-w"Ilk Clerl <br />OPTION A <br />OPTION 8 <br />ISOMP I RIC VIEW <br />6' 01 15""" <br />S.drW-71A (aArb <br />Sid( <br />OPTION A <br />O'PrION 8 <br />tSOMf I RIC VIEW <br />ISOMETRIC VIEW <br />R'0111;1 Reilley Ref("v <br />PLAN VIEW PLAN VIEW PLAN VIEW <br />(aD (ED (a�) <br />SIDEWALK CURB RAMPS CR—D, CR-E, CR—F & CR-G <br />—Otk-% FY 2023-24 INDEX $MEET <br />STANDARD PLANS DETECTABLE WARININGS AND SIDEWALK CURB RAIMPS, 522-002 4 of 7 <br />W <br />W <br />1 — <br />4' <br />SIDEWALK SECTION <br />NOT TO SCALE <br />J�r- SEE SHEET 6004-CS-02-002 <br />FOR q GEOMETRIC CONTROL <br />uumi-AU I tU NA I I Vr- <br />MATERIAL PER PROJECT <br />SPECIFICATIONS <br />6" COMPACTED <br />STRUCTURAL FILL <br />JOINT SEALER CONFORMING <br />TO PROJECT SPECIFICATIONS <br />1/211 <br />7. <br />.4 <br />..4 A <br />4 <br />4:. <br />4 <br />4 <br />A <br />PREMOLDED EXPANSION <br />JOINT FILLER CONFORMING TO <br />PROJECT SPECIFICATIONS EXPANSION JOINT <br />TYPICAL CONCRETE WALK JOINTS <br />GENERAL NOTES: <br />1. Cro5,s 51aves onci Grade.%. <br />A. Seaeovwoc, ravip, ir4 laiiidir,- poves i�-e. OV2. 0.05. �+nc' ?.12) sho#-n w tills lrxicc <br />aif C 01id X I I IeIUMS. Willi cipprovai uf Thc Eliliqlft<,cr, jvifav�-,dv tho introimuw fcaseb)v slulx- <br />wh:.1vc- i he r equit er-em' -; cannot be #wl <br />6. Lynidinq5 must 1mve le5---z thoili w equaf to 0.02 -,n ony dorNtior. <br />'t NiviAfaM 0 511'.19.,# (olginjeftivo slope mong ezavi sioe of tne riteb ran7o. <br />flai?lp sloices at-e not ii,equired to e4reed �ip feer io )e))grh. <br />0 Joinf-i w-r.-rilteit at' Ulle- io(doort (if Sjope Rre-,ok% iWirt-twev- �n(ejfv joine-i; m it(torittimr, <br />w.:(h 1-dcx 522 00) No jo,-41-si irc rcrviNed rrithin thc vannp oorti7tv of thc C-orb Romp. <br />2. Curt?, Curg gog Gtittiv., goulor $wc&alk. <br />A. RPtef tO lAdPA .522-001 tor cc".rere &rh)cinPSs and 5)desvalk deta.*)S. <br />6 Reft-OvC 'tr-Y Vv'*5111-17 (WO. (161"D Ond qvier. or 5iclewok to (lie neorest jopyll beyoncl 1))e <br />curb trans-tion or fo t(v evircinf rhm 7v rernaliniov %evion Iess than .1; (CC? tonq <br />6. Width of Curb Ramv is 4' 0' owmnum. )LIevch sidcwaii o., Sh ro so Pat.,) vi#dfh <br />a-. -01owl) ia <br />J. Curo Ramp <br />A. Sioewah curb romp fe-9 [R-A) are vrovi:fed for reference <br />purposes In !he Plasis <br />ft. Alphit 0emlifilijimm, CR I drid CR J wit, mIvv0viw)lv urt.itle-81. <br />Veterta'We kiragnm9s.- <br />A. Install U#teCt,304 w4ftlin4is .04 ar%lordhilv* ovitt) Spec)C-Catioll 527. <br />1 d n �? <br />PIOCC OCIC'll'60le #v?9(I?'1IJ'75 O(J"055 the (ulf vf)dtll Of 11W rOMP 0C 10n i Q. tu <br />.Irmimum IePlh of 2 feet measuri-d. pervenclicufar to (he curb fine and '?'? grewc, then <br />5 fee( fco,t) the bick of Ific icuib o., cdqc of oaven.-cril <br />C It de!tzCta1)l& Ai`a1Jl:)1)g5 afe S-'?0A'A iiiii th& PfanS 00 S)OPOS gilf-atOr Ula-� b-.'V'. abpoll the <br />11'un(aiteel 001):ei %P11A the ceolerboo of (he- (mro 011101wlie. (110 IfuArale(I ljol).ei .11'& <br />,?,71 requitcci to be afigned <br />12' Whrle <br />rof Crosswalk <br />2� Whiie <br />or Crosswalk <br />127, White <br />for Crosswallii <br />TYPICAL CROSSWALK MARKINGS FOR CURB RAMPS <br />1.21 W hit e <br />ror Crossnalk <br />L4ST X DESCRIPTION. Admokh, INDEX 5HEET <br />REVISION 0 FDOT DESIGN STANDARDS <br />SPECIAL MARKING AREAS NO. NO, <br />2013 <br />07101109 17346 3 <br />TYPICAL CROSSWALK MARKINGS <br />NOT TO SCALE ENGINEER OF RECORD STAMP APPLIES ONLY TO DETAILS A9 AND Dq\iA�I NOT TO SCALE <br />AS ALL OTHER DETAILS ARE STANDARD DETAILS WHOSE <br />OWNERSHIP REMAINS WITH THE ENTITY THAT PREPARED THEM. <br />Digitally signed by John PR <br />Holland 11 <br />DN: C=US <br />E.qohn.ho1iand*fnerrick.com, <br />O.Marrick & Co., CN=John PR <br />John PR Holland 11 Hobw 11 <br />Reason: I agree to the terms <br />d~ by the plaosment of my <br />signature on thia,domment <br />Date: 2024.09.19 <br />14:46:26-06'00' <br />110L4 <br />TITLE: <br />BLUE TRITON ZEPHYRHILLS <br />+ <br />0 IZ- <br />0190 MERRICW <br />CIVIL <br />ro 67114 <br />SITE DETAILS <br />STATE OF <br />0% 09/24/2024 <br />t <br />L U E T R I T 0 N <br />0 RIO 6; <br />MERRICK PROJECT NO.: 3021600491 <br />10NAL <br />REVISION: <br />DRAWING NO.: <br />SHEET NO.: <br />TITLE <br />REF. DWG. NO <br />REFERENCE DRAWING <br />CLIENT PROJECT NO.: <br />SCALE: AS NOTED <br />0 <br />6004-CD-02-001 <br />1 OF 1 <br />A B C D E F G H <br />0 <br />ISSUED FOR PERMIT <br />09/19/24 <br />TJS <br />NHL <br />JPRH <br />ACS <br />AJE <br />REV <br />REVISION DESCRIPTION <br />DATE <br />DRWN <br />DSGN <br />CHKD <br />QC <br />5 <br />1 <br />K <br />t-1 <br />4 <br />7 <br />N. <br />9 <br />1 10 1 <br />0* 1 showni z a, <br />1 <br />K <br />t-1 <br />4 <br />7 <br />N. <br />9 <br />1 10 1 <br />0* 1 showni z a, <br />