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Betty Lane Property Size (Acres): 0.35 PIN: 10/29/15/69048/005/0160 Atlas Page: 269B ~ :\'1" ' ~ ~ N~3 ~ ~ ~ ~ ~ ,',", ., ~ ~' .:r I ~.", "':I e , :J"t " i~ , ' , - , > ( " .,. ~ \ ....... .... 1.:r:1 " -;; ~~ 'l,:; ~ , C , , , l\~ ". " ill ..... <:> ( NIl ~ <:>" ; 10 " <:> ~ <:> ~ ..... ~ 1409 :;;; IE ~ ~ ;! 0 , -~ ,I J..VERLEA ST It: ~.. ". 3 I \. ~ ~ ~ ~ ~ ~ ~ '" - ~ ~ I (7'~: ~ ~ ~ ~ I 1315 " 1311 LS tn3 0SIll J3UI , ~ ~ ~ ~ ~~35 00<:> ~ ~ ~ ~30< 10" ~~ ..... ""'I ~ " ~NST .. " I 1~15 , ~221 <l :6 120$ 1223 1222 '" '" ~ 122/ ,a. .--- ~ - 122Q "'" , 1219 1218 /2/3 ~ "'.. ~17 0:: 1211 I~" ~'3 1~1 :i .- -'~ J2.l5 121 12M 209 ~ J~13 "( . "'... J~lI . -'''<b , ~ 12M \ ..Ia.r> 12Q1 120< 12(H 12"" -'0-'-9 205 ~ J 12QJ i:! I~Ql :':! 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II'" I..P [ "'I II '0 -~, lV, ~ '" ;\'~ ~ I 0\ '~0 ~ 0, '~'II ~ ~ o -< V) ~ g,A Ie .,,9- OR:W- - , ','H "-1,0, J, I' /~~%fjl!jr :J)~..R I~ /CATE ;K~ a:' -II-- 24.5' ~- I"J 1.J ~ ~~ x ;S ~ ~ C( ,,'I' !<:: ,. ~ ~ ~ I..... ,4). ~ '4) ~ . ~~ 'J \ ~ ~ 1-~ ) ~ ASPIfAI.. T 1,0 CJ~ 0' o~ x (~o 9, t'~~ ~ 1 " n '~ !-l ~ ~~ ,~~ ~ ~;l:: ~~ S)~ ~~~ , ~~ ~~~ ~ .. ~ ~ ~~ \:S 2( 1:: 'f.... .~~ ~ ~ 0B ~ ~ 0' ~~ ~ " ,I , ~ f( r .,.1 t.1 I ~/ ~, g~ , I'" I " \ ' J0 B' mC/ \ 0 x 6, SET PK&O/SK I..B,f 67!! x ~ 1 24.6' \: \6 ~. , " , a 10,0) II X CONCRETE -1 -:. S/OElf:4I..K I.. ; I',' . r . 0 PP ~ __ ~ ~ '-4') '" '4' . J~ 9 j )1 \0 FOUNO U- 5/8" /R PARK (P) IV fi8:.1-1 ~J':I E //2. 00 (tl) N 88"J2'/7'1 W //2.001 (P) ARE1 == 0...II6!/- AC/?ES (TO T/E L/NE) == 0. ...1828,1 ACRc~S 69 (TO EDGE OF Lr1fE) 0' X 111000 OECK 'LA/([ II & A/?E1 -!\. X ONE STORY STEEL BUILOINC rF. ELE//.= 7.90 ,f/2/5 ASPIiAL T w&%f}j7~~-~ BUII..O/NC %;; % ,f!2! ! '~ ~I ~ "\ '~I ~ " , ~~ ~ "\ ~ ./5 rrOUNO ---1 5/8" C/R SEiWINQ. '/I' FiVC, I..B,f 2577 /-54,00' (P) /51.07' (11) ~ ~ ~ '" ./4 ';0. ~ ~::J \:5 ~ '" /.52. 00' (P&lI) S 88~3402'J W (c.?AS/S OF BE1R/NGS) ~OUNO 5/8" elf? NO. /0 LFCFN~' COfrYT't/C4IBJ ,WE,T,<fL PIPE COvN1Y lr'C40 b'EEO ,1-YTEh-YNCE IJEPT. OF !7?AIvSPOI?,T,4110N FI,A/i'EO E!i/f} SECTiON fiN/SHEO FlOC/!? rO!.I!i/f} CI C/?AIE INLET IE INVERT EZl114110N IP /;,..,ON A1-T I/? ,It yON liOO LP L/C"WT POLE (I../llLITY) ,Y ,W&45'(./NEO /vfES /vf/lB-rYO ENO SECTION ~ i( '.-ill "'J:.,~ 20 0 r---'-- .--'--, ~ ('l ~ ~ ..-/ 20 . 40 . I )) 20) APPROX/WA IE EDCE or L4KE /..Iii 0/(/1" 0. ;? P ,U4NIIOLE Or:E/TY7&4j} /i'iifE 0F17ct4L ,1-YCOROS PLAT ,fEFEi?ENCE POINT OF C!.I/?r:41!JlrY POINT OF INlEifSECllON f14/?/(Eitf 1C4LON N4IL PP POWE/? POLE T8W TEWPORAl?Y SENal .U4RK CD FOf./O Nt.:-WSER PT PO/NT OF ,T,4/ilCENT T08 TOP OF &4;1,1(' :a BASEliNE R I?ECO,?O SV,T'rD' REFEi1-'ENCE TOE TOE OF."L OPE tt. CENTERLiNE ,YCP ,4-jDNrC~l'CEO CONC,4-"CIE PIPE !Jew vNOERCA'O!J;1,V ,U4R/(Ei'? ~ l-'ROPEi'?1Y LINE PE Nil.! ElEl{4770N IW /f:4IER vAnE !J. OEl,T,4 ANCLE 5:,?' S,T,4IE Ra<10 ,r1l / t:4 lEi'? /v/ETEI( 0 rOVNO ,WONt./WENT S,T,4 S,T,4110N } SET :WONvUENT 'F^ PC PI 1-)1( E- .i- t -- > @ ENGMAN [~ ~ \, ~S~V S/J~7 /1 ? I ~ ~ ~ ~ !.A 5A!.!.E r-!) I'( ~ ~ (~ S~~ S CEOAR ~5YJ11' jjVLJA~r (NO T TO SCALI) CI./Y W//T'E G4K !il'EE f14L.W IPEE PINE !iffY CITRUS IREE VN/OENllFi:EO TPEE 0&40 IREE" -------'- SFC110N /~ TOWNS/liP 29 ,SOUTfI, /?ANCF /9 E1ST PINEL&1S COUNTY; nOR/OA C/earWd ter 1 0 a:: " ~. w :l: rf ~ CR 578 // arb 0 r :,; u ~ ~ .~'--------- @ ~ P,~o.JEC r \ LOCAliON ~ 1.'-(; PALME.TO '~ ~ t~ ( - r-J 520- ~~I ~ :::- - 60 -- ~r Ci: ~ :) o . F COURT Fr\~~~~~ LOt:,J1Y01Y }~!P LA'W1L LJA:5L;Y(/PJY01V . P;;,VE BROOK 9./B Ol;"/S/ON UNIT NO 2, BI..OCK E; 1..0T 16 AS !--cR .1l4P 0/( PLAT THEREOr RECOROEO IN PLAT BOOK 23, PACE 71 OF THE PUBI.IC RECOROS or Pili/aLAS COUNTr; fLORIC;4, (12/5 BETTY I.ANE) SORVA'YOR:S jVOJ~3:' I, BEARINCS SHOWN HEREON ARE ASSUMEO MERIO,/:jN HOLOINC TIlE SOUTH BOUNOARY LINE or I.OT /1 PINE BROOK SUB OIVlSION UNIT NO 2 B!.OCK EAT S 88'31'02" W 2. UNOERCROUIv'v IMPROVE1IENTS; UTI!.ITlES ANO ENCROACH1IENT5; IF ANY, HA VE NOT BEl/( L OCA TED REPROOUCTlONS or TillS SURVEY ARE NOT 114L10 UNLESS E1IBOSSEO WlTlI TIlE UNOERSICNEO SURVEYOR S SEA!.. 3. 1. fiELO WORK COMP!.ETEO 8-/1-01. 5. 6. LECAL IJESCRIPTlONS SHOWN HEREON WERE PROVlOEO BY THE CLID>!T. TIlE SUBJECT PROPERlY HAS NOT BEEN ABSTRACTEO ro'R EASE1IENT5; RICHTS or WAY OR OTlIER /vIATTERS or PUBLIC RECORO IN THE PREPARA TlON o'r TillS SURVEY. 7 ELm4 TlONS SHOJ1W HEREON REPRESENT NCVO 29 OA TV4/. /yErERENCE BENCHMARK' CIT!" or CLEARWATER BENClI1IARK /(-08' PK OISK IN SIOEWALK, SOUTlIEAST CORNER KINCS IIICHWA Y ANO fAIRlIONT STREET, ELEv. = /8.137: BASEO o'N AN INSPECTION or rEU4 FI./?4/. COt/liWUNIT!"-PANEL NO, /205096 0008 tI, BEARINC A Rl11SEO [JATE or AUCUST 19, /991, TIlE SUBJECT PARCEL APPEA,yS TO !.IE IN fLOOO ZONE AE: 8. f IJ,J ~ I~ or '[ CY;Y?JYflYAYJ J'O: EVERYBOOY$' IABEiYN4CLE Sl/RVA'YO./?S CJiY(JYfiYCAJ~:' I HEREBY CERTIfY Tli4T THE INrORlIATlON SHOJ1W HEREON /S A TRUE REPRESENTr4T10N or A BOUNOARY, TOPOCRAPHIC &- TREE SURVEY, PERFOR1IEO UNOER MY OIRECT SUPEl?VlSION ANO MEETS TIlE INTENT OF TIlE MINl.lIVl.I TECIINIC4!. 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CO 1'l '0 " o N o o N ;;r ~ ~ cJ) l1.J cz:: I-D I- cJ) 0'> ;: U N o cO N o r'- l1.J cJ) I- cJ) Z o U -s, ;: " ro ro " o o <( ~ o N ,.... N N N N ~ a.. fj ~ r. ,1 " . . ~ -~...... iJ~.~ ..:1 .~ r;' ~ '.';'~!:l ..~ r: .. .. . f . :'~ ~r ,-,"" 11) ~i) I I 1" == L') {~) ~ ~1::lE: LA'al.t /JfJ~5'tYUP:lythV : ~;/(E Gt\..)J~< ~ta G,ri&':N I"Mf ~~I). '1. GtC(::< f. LOf 1>3 AS a.:~ ~/lP C\~ ~t.\f lhl:~,[C,F :~~(,I):,:~.'!:;W ~~ rUf :))J~< 2-" ?N::E 11 Cf tHE ~1AU"~ :\ft):;:~.'I)S CF ~;J{ElL\'3 1):~..Nf(, flC;:~:~!jA :)l'l'~ DA1'A EX,SI1NG lOWNG EX!S m~G LM~ 0 Ij~ ~ COMMEHC~AL fJENE.;~.AL THi~lff sro~~~ p :~fJ POS EO LANO Ij~ c: FtOOO lON~ AP;~H TMEN rs A~ (EI :;v;\nm~ 11) PANEL 12.51}~Ji3-lJ(JtJ;J 0 ;J1J[UJIHG Ai~E;\ :~EMO"EO ,j,2.i) 1 S. F. :]ljlllJiNG ~F.m.;\r:;<~: ~~En,1J 1~~ED: f~{ONr ~~EAI~ ~I!JE p~~orO~ED: f;{O~~f ~~EM~ ~I!JE 2.5. 2.0' 10' 21' somw;\'( 1 i}' S f;~J:~W;\,( r) (NO:<Hi ~l!J~) Gr{OSS SIfE Ai~f.;\ 15,Oli3.12 S,F, (0.,j1i3 1 AC~~ES) F _A:~. !l,,\XlMW,4 0.55 0. 11 F _A:~. P:~fJPOSEO '.S,:~. M;\XIWJM 0:)5 0,51 ',S.:~. P:{OPOSEO LOf COVEi~.;\GE: u~.N!)SC;\PE/ OPENSP;\CC: ;JIJ [L!J I ~~(1S AS P HALf/GO NG. fOf,"L ;~Hf.;\ ::::: l,.j~~.31 / 2,:.sUO,.j.) / -- 1'1-- .,,- / :), '.J:).,J:) 15,Oli3.12 ::::: ::::: ::::: PM~;<JWJ r~EnlJ[r~ED: i~EGIJL,"H 1 1 HMWlGAPPEO P;~H;{lNG p:{O',mED: HAN!JlCAPPEO ::::: (;;~J~ Pft,J{~<[~irJ ~ fC)f;',.L SPi\I~E.S = 1 1 ;] '~'.'~''':-' r :/r':('].' H,>)') Ll.l'!J .~ e.~ ~< mEE . :'.~!!J l~~~~ !ll ~'l~{~ l;~:~ f' ~ (:1];\1/5 1 ;1:EE () UWCHH"flfJ) lH} f' ~~ I I r .~~ 111)/1~1)2; 1 1 i- II I I j'-:ct I ,f.:~..J 1,~,1.l..""'_~ I-€. ~,:,_:il ",.!.:t ..::-...'~ ,'~_J ,~.A .~ i'.;I :,_::,::,"~~,!..J _~s ..:...~ ..:) :. ,':) '..~~ '..!:~ 15,O/i),12 15,fl/ij,12 15,0/.,.12 ~~,r)2S" 1 ;;_;j,;;';:;~ .J1..1f);" 1IJO, G f);'" CONS rr~uc nON NOTFS 1, ALL DESIGN ;\ND CONSTRUCTION MUST CONFor~M TO THE MINIMUM STANDAf~DS SET FOr~n-l IN THE CITY OF CLEARWATEr~ ZONING CODE AND/or~ r~EL.r'\TED or~DINANCES, 2, ;\L.L CONSmUCTlON SHALL CONFor~M TO THE METHODS, STANDAf~DS AND SPECIFICATIONS OF THE Clfr OF Clfr OF CLEAr~WATEr~ AND ALL APPLICABLE AGENCIES, :5, CONn~'\CTor~ TO OBTAIN APPROpr~!ATE PERMITS FOR WORK ON SITE AND IN THE r~IGHT -OF-WAYS pr~lor~ TO BEGINNING CONSTf~UCTlON, 4, CONTf~'\CTor~ TO NOTIFY ALL UTILITIES FOr~fT-EIGHT (48) Hour~s pr~IOR TO DEMOLITION AND/or~ EXCAVATION, INCL.UDING THE LOCAL GAS COMPANY IN Accor~DANCE WITH F,S. 55.3.851, CALL "SUNSHINE STATE ONE CALL SYSTEM" 1-800-432-4Tl0 so THAT UNDEr~Gr~OUND UTILITIES MAY BE FIELD LOCATED, 5. ALL UTILITIES SHO'NN ARE APpr~OXIMATE. CONTr~ACTOR TO VEr~IFY AND coor~DINATE 'NITH THE Clfr, FLORIDA POWER & LIGHT, VER!ZON, COMCAST CABLE, PEOPLES G;\S, ETC. FOH THE r~EMOVAL or~ f~ELOCAnmJ OF THESE FACILITIES, 6, ALL SOIL EXCAVATION, g,'\CKFILL AND USAGE TO BE DONE UNDEf~ THE [~ECOMMnmATlONS OF A CEf~nFIED SOIL. TESTING LABOr~TORY, 7, ALL UNDEr~Gr~Owm UTILITIES INCLUDING CONDUIT For~ UTlLlf( AND Ir~r~IGATlON cr~OSSINGS SHALL BE INSTALLED pr~IOR TO PAVEMENT CONSTr~UCflON, 3, THE CONTF~ACTOr~ SHALL pr~OVIDE ALL BRACING, SHEETING or~ SHORING NECESSARY TO CONSTr~UCT Mm pr~OTECT ANY EXCAVATION AGAINST COLLAPSING, mENCHES SHALL. BE KEPT DRY WHILE PIPE IS BEING ~'\ID, DEWATERING SHALL. BE pr~OVIDED WHEr~E NECESSARY, PIPE WILL. BE ON DRY, UNDISTur~BED SOIL.. 'NET UNSUITABLE MATERIAL. WILL. BE r~EPLACED WITH COMPACTED SELECT BACKFILL MATERIAL, THE CONH~CTOr~ SHALL COMPLY WITH ,'\LL r~EQUlr~EMENTS OF THE H~ENCH SAFElY ACT CHAPTER 90-96 (DS/SB 2626) OF THE FL.or~IDA STATUTES For~ ALL. EXCAV,\ TlON TO A DEPTH IN EXCESS OF FIVE (5) FEET. 9, CONTr~CTor~ TO MAKE FiELD AD.jUSTMENT. AS ~JECESSAf~Y, WITH THE APpr~OVAL. OF THE OWNER, ENGINEER AND MUNICIPAUff WHEN r~EQUlr~ED, 10, ALL. ELEVATIONS r~E.FEr~ TO THE NATIONAL. GEODETIC VERTICAL. DATUM OF 1929; r~E.FEr~ENCE BENCHMARK, CITY OF CLEr'\f~WATEr~ BENCHMARK H:03. CONsrr~uCflON I~J r~O'N NOTES 1, COMPACTION FOR PIPE BACKFIL.L SHALL COMPLY WITH AASHTO T-99 (100%), 2, ALL r~IGHT--oF-WAY INSTAL.LATIONS SH,'\L.L COMPLY WITH THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS GUIDE, .3. ALL CONSTf~UCTlmJ SHAL.L. BE IN COMPLIANCE "^11TH CITY OF CLEARWATEr~ DEVELOPMENT ORDINANCES AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 4. SIGNS AND BARRICADES SHALL BE PER THE FOOT MANUAL OF SAFE PRACTICES: REFERENCE FOOT INDEXES 600 T.iRU 650 AND 17349 PER ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION. 5, A ~MAINTENANCE OF TRAFFIC PLAN~ SHAL.L BE SUBMITTED PRIOR TO THE COMMENCEMENT OF RIGHT OF WAY CONSTRUCTION MiENEVER ONE OR MORE OF THE FOL.LOWING CONDITIONS APPLY: A- A STREET IS CLOSED TO THRU TRAFFIC FOR PERIODS EXCEEDING FIFTEEN MINUTES, B- ONE PHYSICAL. LANE SUPPORTS TWO-WAY TRAFFIC MOVEMENT, 11. PROTECTION OF EXISTING STor~M SEWEr~ SYSTEMS: DUr~ING CONSTRUCTION, ALL. STor~M SEWE.f~ INLETS iN THE V!CINlfr OF THE PRO.jECT SHALL. BE PROTECTED BY SEDIMENT TRAPS SUCH AS SEcur~ED HAY BALES, SOD, STONE, ETC" WHICH SHALL BE MAINTAINED AND MODIFIED AS r~EQUIRED BY THE CONSTRUCTION pr~OCESS, 12, SEDIMENT TRAPPING MEASURES: SEDiMENT BASINS AND Tf~AP, PEr~IMETEr~ BEr~MS, FIL.TEr~ FENCES, BERMS SEDIMENT BAf~RIEr~s, VEGETATIVE BUFFEr~s AND OTHEr~ MEAsur~ES INTHJDED TO TRAP SEDIMENT AND/OR pr~EVENT THE Tr~ANSPOr~T OF SEDIMENT ONTO AD,JACENT PROPE[~TIES, OR iNTO EXISTING WATEr~ BODIES, MUST BE INSTALLED, CONsmUCTED OR iN THE CASE OF VEGETATIVE BUFFEr~s, PROTECTED Fr~OM DISTUr~8ANCE, AS A Flr~ST STEP IN THE LAND ALTER-'\TlON PROCESS. 1.3, MAINTENANCE: ALL. Er~OSION AND SIL.TATION CONTROL. DEVICES SHALL. BE CHECKED r~EGU~'\r~L.Y, ESPECIALLY ,'\FTEr~ EACH r~AINFALL, AND \!YILL. BE CLEr'\NED OUT AND/or~ r~EPAlr~ED AS RE(JUlr~ED, 14, ALL PR,'\CTlCAL AND NECESSARY EFFOr~T SHALL BE TAKEN Dur~ING CONSmUCTlON TO CONTr~OL. AND pr~EVENT Er~OSION AND Tr~,'\NSPor~T OF SEDIMENT MATEr~/AL. TO WET~'\NDS AND CHANNEL AREAS, THE CONTRACfOr~ SHALL. BE r~ESPONSIBLE FOH ALL. r~EsTor~ATlON E.FFOr~TS THAT MAY BE REQUIf~ED. 15, CONTRN':;TOr~ TO VEr~IFr ALL. P~'\N DIMENSIONS AND SITE CONDITIONS, NOTlFf Af~CHITECT /ENGINEEr~ TO ANY DISCREPANCIES BEPNEEN SITE CONDITIONS AND INFOr~MATlON SHOWN ON Dr~AWINGS PRIOR TO COMMENCING wor~K. 16, AL.L. CONcr~ETE TO HAVE A MINIMUM SmENGTH OF 3000 PSI WITHIN 28 DAYS AND TESTED PEr~ Clff OF CLEr'\RWATEr~ r~EGULAflONS. 17, SLOPES NOT TO EXCEED 4:1 r~'\Tlo WITHOUT NOTlFICAflON AND APPROVAL. OF OWNEr~ Mm ENGINEEr~, 18, THiS PAf~CEL. LOC,\TED IN FL.OOD zm~E "AE" AS PE.f~ THE FLOOD INSUR,\NCE r~ATE MAP FOR PINEL~'\S COUNfT, FL.Or~IDA, COMMUNlfr P,\.NEL. NUMBEr~ NUMBEr~ 125096-0003 0, DATED 3/19/91. ZONE AE IS AT FLOOD ELEVATION 11.0. 19, MEAN HIGH TIDE AT ELEVATION 1,3, ME,'\N LOW TIDE AT ELEVATION -0,7, N.G,V,D, 29, C' F ~J F ,) J\ I J _ _f\r\_ f\J ()-rFS: 1) ALL. CONSH~UCTlON ON SITE & WITHIN THE [-~IGHT -OF -WAY AND E,'\SEMENTS SHALL. CONFOr~M TO THE METHODS, STNWAHOS AND SPECIFICATIONS OF Clff OF CLEAf~WATER AND ALL. APPL.lCABLE AGENCIES. 2) CONH~Acror~ TO CLEr\R, GRUB AND r~EMOVE ALL DEBRIS ON SITE AND ALL. Ar~Er'\S OF THE r~IGHT -OF -W,'\Y AS NECESSARY TO COMPLET E wor~K. .3) ALL. CONSTRUCTION MUST CONFor~M TO THE MINIMUM STANDAr~os SET For~TH iN THE CITY OF CLEr'\r~WATEr~ ZONING r~EGU~\TlONS, 4) DISPOSE OF ALL. UNSUITABLE MATEr~IAL.S OFF-SITE. EQUIPMENT TO BE DISPOSED OF or~ MOVED IN ACCor~DANCE WITH INSmUCTlONS OF COMPANY r~EPr~ESENTATlVE. 5) ALL MATEr~IAL EXC,'\VATED THAT is SUITABLE FOr~ FILL UNDER PAVING. or~ ~'\NDSCAPING AREA, IS TO BE spr~EAD AND COMPACTED IN LOCATIONS DESIGNATED BY THE Ar~CHITECT/ENGINEEr~, CONH~ACTOR SHALL. pr~OVIDE FDOT NPE D cur~B AL.ONG ALL. l,'\N OSCAPED AHEA, C- TRAFFIC LANE(S) NORMALLY DESIGNED TO HANDLE MOVEMENT IN ONE 0 I r~ECT I ON ARE BE I NG r~ECHANNELED TO ACCOMMODA TE AN OPPOS I NG MOVEMENT, 6. SIDEWALKS Af~E TO BE RECONSTRUCTED WI THIN ONE (1) DAYS AFTER r~EMOVAL AND SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT AL.L. TIMES. W.iEN EX 1ST I NG SIDEWALK I S r~EMOVED , I TIS TO BE r~EMOVED TO THE NEAr~ES T EXPANSION JOINT. 7, PLACE EXPANSION JOINTS ~iERE 4n AND 6n SIDEWALKS ABUT. 8. SAW-cUT EXISTING EDGE OF PAVEMENT PRIOR TO REMOVAL OF CURB, 9, ALL DISTURBED AREAS WIT~iIN THE RIGHT OF WAYS SHALL BE COMPACTED TO 100% MAXIMUM DENSITY, RESTORED TO ORIGINAL. CONDITIONS, REGRADED AND SODDED, MAIN fENI-\NCE OFrr~AFFIC: 1, IMPLEMENTATION OF ALL. Tr~AFFIC CONH~OL. pr~OCEDur~ES SHALL. BE IN ACCOr~DANCE Vv'ITH F,D,O, f. r~OADWAY Nm Tf~AFFIC DESIGN STANOAf~DS (,JAN, 1994 or~ LATEST EDITION), SPECIFIC STANDAf~DS Ar~E OUTLINED iN i~JDEX 600, 62.3, AND 660, pr~OCEDURES SHALL. ALSO BE IN COMPLIANCE WITH THE MANU,'\L. ON UNIFOr~M H~AFFIC CONTHOL. DEVICES (MUTCD 19138 or~ LATEST EDITION), THE F,D.O, T. STANDAf~D SPECIFiCATIONS FOr~ [~OADS AND Br~IDGES (1991 OH l,'\TEST EOmON) AND APPLICABLE F.D,O, T. SUPPLEMENTAL. SPECIFICATIONS. 2, THE APPLICANT MUST NOTlFf THE L.OCAL ROADWAY MAINTEN,'\NCE OFFICE 43 Hour~s IN ,'\DVANCE pr~lor~ TO STAr~TlNG ANY wor~;<, F I I I I I :.t j ~....) J ~.!J (t.~t ,..1 r=:r [f::l r-::::r r--r-r-- r--r-r-- r--r-r-- r--r-r-- r--r-r-- r--r-r-- .-.-.- HOMELESS EME~~GENG,( P:~O.JEGr, ING. 1120 N. OETTY LA~JE (' I r'" \1)\4/ \. r r" r) r I .{ -(J'" ... '.I....r..; t\'; r.t\, r ~ ..J.) :):) 6) LF(]F~JD pr~OPFr~f'( LINF FXISTING CONCr~FTF [-- 1I-f... ... ~':, .. --I!.:~ ,~'lli ... "4'" -.. .. ,.,~ .. ..,.._~,~... .;.....;t... .. 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