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HomeMy WebLinkAbout20-1085 O Q ,��� ;' rtan •: : City of Zephyrhills MOESMITIANUMBER 5335 Eighth Street Zephyrhills, FL 33542 BGC-00 85-2020 Phone: (813)780-0020 Fax: (813)780-0021 lssu ate: 11/23/2020 Permit Type: Building General (Commercial) Property Number Street Address 10 26 210010 09300 0000 Mis See Description 5234 Vineyard St OwI=Information Permit Information Contractor Information Name: CHARTER COMMUNICATION Permit Type:Building General(Commercial) Contractor: CHARTER COMMUNICATIO Class of Work:Right of Way Temporary Use Address: 30432 Sr 54 Xing Building Valuation: WESLEY CHAPEL,FL 3343 Electrical Valuation: y� Phone: (813)714-056084266 Mechanical Valuation: 06? Plumbing Valuation: Total Valuation:$0.00 r(, Total Fees: Amount Paid: Date Paid: Project Description MIS SEE DESCRIPTION 5234 VINEYARD ST-FEE WAIVED Application Fees REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner:Your failure to record a notice of commencement may result in your paying twice for improvements to your property.If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CO CTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER '( *O 'X ,{&neJ OAkV 51 /�� :alto I �ylN.?ly r�� �P 1s3M � 2LO X Ja8euuyy f4!O :oleo !�/iT// � �/� �P �Y✓�fV l l ao",!Ignd l� :altd M� h �os!.vadnS sa!1!I!In jupWo Sulppng S'I'IIHNAHdHZ AO AID :Afl QHAOIIddtl ssajPPtl �n��rs•7a(7C� �1.�'I'�yy���s (����j 1r-i. ap!y:g-nleuS!g (aa11!waad) YL :AEI Q I Khans l/ Y •puoq plus uo laapoa of pa.nnbaJ si uopau leSal Juana aq)ui saaj sSauJ011u algeuoseaJ pue slsoa IJnoo lIV Joj AD aql Sj!uwapu!oslu Nuys puoq ayy•Japunajaq suo!;uSllgo sp jo Sue)aaw o)llej pinogs lnund sly)jo Japloy ayl luana ay) u!ssalwjuy SIIO aql ploy of SlaJns ay)aw2ilgo legs pue SllO ayl of algeSed opuw aq pugs puoq Stains ayl'palsod s!puoq SlaJns t Juana aql uI•uopepe)su! pa)sanbaJ aqI jo uo!laldwoa Su!mopoj JuaS(l)auo jo pouad a Joj u!aJay paqunap Aum.joyg8u ag)jo aaueualu!ew aolutJunS of puu't!aJag suo!Ie9!lgo aql jo aauewJojJad aa)ueJtnS of scollop g jo wns aq;u!JaSeuuN Sl!O ayl ql!m puoq Slams Jo ysua u lsod pugs aaploy ayy•Z I 9ljoA+p!es Supaldwoa ui paJJnau!slsoa lle Joj I!wJad aql jo aaploy ayI aSJuya of puu glom vans alaldwoa of lgSu ay)aney Ilugs SI!O ayI y!wJad slyl jo alep uopt.ndxa ay)uodn palaldwoa)ou q pa)sanbaJ glom ayl Iuana ayl ul•p!on pue pnu awoaaq pegs I!waad sly)Jo sSep u!yyn+gJon+pa)sanbaJ ayI alaldwoa pugs aaploy ayy•l l •S4p!3uj p!ts jo uopuJado pue'aaueualu!ew 'uopanJlsuoa ayl jo uoseaJ Sq Jnaao Sew lny)saunfu!Jo'sw!ula'saSewtp pu puu Suu woJj ssalwjty Sl!O aql daag puu ants guys aaploy aql,'oI •)!wJad slyl jo Japlog ayI jo asuadxa aql;u lelapjo Sulpling SI!D aql Sq paa!nbaa su uoaJayl paluaolaJ Jo losaJ Jo'SuAk jo slyS!g plea woJj PanowaJ Slalu!paww!aq puys'iapunaaaq paz!Joylnt saauuualandde puu sapp!ae}Jaylo Jo'salgta'sad!d'saJ!m'salod p!es pt Jo Sue'StM jo slyS!g Sl!o ayI 110 1dxa JaylJnj of sap!aap Sll3 ay)JanauayAj '6 vaploy p!es u!lgSu SlJadoJd Sue Isar o)Jo aluan of aiwado lou pugs IlmJad s!ql of)uensJnd SlJadoJd alignd uodn saplPaej jo Sulauld ayI)eqI put Sluo as"aA!ss!wJad Joj asua3!1 u s!)!wJad s!q)Iugl pa)elndlls SlssaJdxa s!lI '8 •slsaJalo!J!ag)pJenS ajes Sew Sagl ltgl JapJo u!suopundo sly jo IlnsaJ t se suopepelsu!Joud Sq pannau!aSewep Sue Joj S)!1!q!suodsaJ pnj sagul puu 1!wJad ayl Sq PaJanoa uaju ay)u!sJasn 91!1!ln Jaglo pe pag!)ou seq luea!lddu ayl leyl SulpuelsJapun aql q;!m palueJS s!llwJad s!qy•I!wJad slgl jo lied a apuw aq peys uopullulsu!s!ql jo sl!ulap aql 2wJaAoa yalags ayy •L •lmmylo Sulpling A!O ayI Sq papnads aq Sew se gldap vans Ie p!ul aq lleys suopepu)sul 8u!ssoJa punoJSJapun litl '9 •Ie!�•!jo Smppng Sl!j aq)jo uo!u!do aql u!leapaeJd su.n j se uop!puoa luu!S!Jo sp o)paJo)saJ aq puys SlJadoJd A!o lie pue alee!Jd Otl 'S ZLZL of aa))!wiad aql jo Sll1!glsuodsaJ aql s!)I •JapunaJay+IJom aauuualu!ew put uopanJlsuoa jo lanpuoa u!SJtssaaau wasp Stw l!su'suS!s uopnua jo Seldslp puu Sulauld Solpnlau!'saJnsuaw S)ajus yaps a>tul Sew aaploy llwJad ayl`suop!puoa put swJal awes ayl o))aafgng•llwJad sly;woJj Suppu aJnleu Sue jo aSumup woJj Sl!pq!suodsaJ IIe jo PanapaJ aq lluys Sl!O ayI pue paAJasgo aq lluys uope)JodsuLa j,jo luaw)Jeda(l ay)jo suopulnSoJ Slajus llu uopanJlsuoa Siding •I, •pa!apjo Sulplwg S)!O ayl Sq uo!laadsu!of laafgns oq puys luawdwba pue spaualew ptl •£ •uo!lanJ)suoa jo luawaauawwoa of Joud Sup auo)seal le pag!lou aq p!e+ oym'lt!at•Ilo Solpl!ng SllO aql jo uo!s!"adns ayl Japun puu)uawlJuda(I slaaJlS SI!O ag1 jo spJupuuls aql ql!m Suldaaq u!auop aq llugs)iJon+lltl •Z •Iuednaao JolJd u jo slgSu pue SlJadoJd aql q)!n+aJajjalu!lou llugs Slll!ln vans jo aaueualu!uw pue uopanJlsuoa ayy •I :suo!l!puoa Sulmolloj aql of laafgns eM jo Iy a pea ulyl!m algeo y Ilnpuoo Aleo mau jo Ijy£q uogepelsul -jo aaueualu!em puu uopanJlsuoa aq)Joj Eti4E£ ld'13d`dHO AE lSBM ti9-ILIS ZE40E jo O-n alelS awysunS wnjloodS oI palutJS SgaJay s!uo!ss!wJad uolldposep Ie6al pagmp aaS`}aajlS pjefauln 17£Z9 ;(uo,ld,Jasa(I legal)NOlytloo•l OZ/LZ/Z Hytla anuanyylg atlOIIAID 0000-OOE60-0 WO-6Z-9Z-O l n'g'l'lHoatld -same lle le}IJom aql jo alp ayI lu algel!enu.(ppeaJ lda)l aq of s!l!mJad sly)jo Sdoa V•yJom Sue jo luawaauawwoa ayl of Joud ltnojdde Joj le!a!ljo 2uiplmg aql jo aatylo aql of aleo!IdlJl o!lion+pasodoJd aql jo adoas alaldwoa ayI Sulmogs Sulmeap pal!ulap a gs!uJnj Nuys SeM jo slyS!Il paumo Sp Sue uo suopeJado uopanJlsuoa jo lenoJdde Joj uo!lua!ldde Sub+•Iuawln:daa Su!pl!ng S)!O' ayl woJj p:noJddu uallum)nogl!m SuAA jo slySlH SllO Sue uo pags!ldwoaat aq puys Sl!1!aej Sue jo punoJS anoqu Jo punoJS Japun uopanJlsuoa oN #.LINliacl ,LIKHHd aSfl AVM-AO-.LHORI IN31N.L2IVd3G 9NIQ IIfIB-S'I'IIHHAHd3Z 90 AID r - + 11/5/2020 Legal Description 1 10-26-21-0010-09300-0000 1 Pasco County Property Appraiser Legal Description 10-26-21-0010-09300-0000 Assessed in Section 10, Township 26 South, Range 21 East of Pasco County, Florida ZEPHYRHILLS COLONY COMPANY LANDS PB 1 PG 55 SOUTH 1/2 TRACTS 93 & 94 LESS RD OR 9518 PG 199 search.pascopa.com/parcel-legal.aspx?parcel=2126100010093000000&cache=False 1/1 ....... ......: _. General Notes ' :JOB LOCATION MAPll t; L.AlAll Catv Construction within the Public kloik s of Ways be in conformi tlon's"Min:with the Local Jurisdic Imam StandarG15' 12 Stand d f ` Pee our. a ots o' i Prildge Constructor Standard Plan#5122-001. oa .an I ; : j". , e Contractor shall riotlfi{Call Sunshine and other utilitiez:prior to I 2 i �520 Vinoynfd 81reot ( ; ' I { S± i commencement of construction, ..... 3,u5c the"directional 136re Method"for all driveway crossirrs, .. i• .r ... I ... 4.All,open aspalt cuts shall be restored as per exhibit P.of.the ,f util accommodation Guide. All side walk removal and replacement sail be resta-ed to the Local Jurisdiction s and�.,f2,0T,Standard.Specification No522-001 co. wtth n 12 hours of removal . �' 6,All aerial construction shall maintain a minimum of 18'clearance parallel to 1a; ! i:::: R I .. .. t : and cross) all P t7,0 t,t l hts of Way. AI'aeria construction"shall maintain a minimum of 18 'clearance parallel to --.. . :..... :�... _... ....._ 8' crossi l al Ca and Munlci al'Ies Fights of a ' Bin Avg Qth Ave . elh Bill Ave. 8 ,Avs .. ,._.:- . ..- Must maintain minimum 2R seperatlon between exlstinq utilities weatherTinq over or under or paralleliq. ... `. i' :• :::: .. . '. 9.,:P1hy5ical and digglnq to be used,at all times In conflict zones I , ! ! to minimize damages, 5: 10 .Underground utilities have been plotted from avallble records and- field obervatlons,but are not necessarily exact.fherefore utility locations will be verifled 100k In"advance cf trenchinq,plo,4i nq a3d borinq, so that changes can be,made in event of conflict, 11,Restoration shall begin-within three.(3)'weeks afterthe installation of cable/.conduit,Pull gra55.6y seed aid mulch or soddinq as approved, 12.No open trenches'to be.leflb open Gvernlciht.Needs to be 6ackfilled UTILITY LEGEND e . _ or Public Safety Nazzat , :'.X "'PWR WOOD POLE _= ROW 0,No excavation shall be permitted within 10'of protected trees ECP C 20 or 6rand:0ak5),All utll4:in4allation shall be placed by directional bare © 'PWR CONCRETE POLE ----"=-- CENTER LINE beglningoutslde.ofprotectedradius, ®. .PWR STEEL POLE .... o.. a ee.. 1.POWER 14.These drawings are for,permittlnq purposes.only not construction plans, 31E ST LITE 15,All Construction Methods and Materialsw6' 1`120f =eeu�cw—cw—cow- COMM. .. ® JOINT USE TRANS — '° — TELEVISION R/W shall comply with the Latest Ed flans of the P170f ® JOINT'USE WATER standard Plans,the Standard Specifications for.Road&Pridge g FIRE'HYDRANT SEWER Construction and the Utility Accommodation Manual C JAM) =®: CULVERT " <—ace— : :RECLAIM 16','AI areas wthin"F120f R/W'distutbed by construction STORM DRAIN _ _ _ _ GAS regraded sail be grid wdded with like-kind sod ... .. ON - PROJECT NAME:5234 VINEYARD COUNTY:PASCO .... .. N.: DATE 11.14 20 .. .. L D E WITHIN HT F SECTION 10 TOWN - � 0 TOPP LACE NEW CONO UIT&CABLE W PE MICITY RIG 0 WAY - - SHIP:26 RANGE:21 Spectrutno� " ��w E• �"�� ��• � ��_��� ENGINEER:DARLENE HARMAN � � DRAWN BY:RLH JOB DESCRIPTION PRISM NUMBER:2554930 WORZORDER#"1033661 SCALE:NONE CATV UNDERGROUND CONSTRUCTION. TYPE OF PERMIT:CITY TRACKING#: DRAWING SHEET:1 OF 5 ...... . ..... PLANVIEW OF CATV UNDERGROUND CONSTRUCTION Proposed placement of '434ft Caty Cable & (1) 2" HOPE Innerduct ... ... �. .. .. .. .... .. Open Trench/Directional bore Minimum 36" depth .. 5234 Directional bore Roadways Minimum 48" Depth • Refer to Trench Directional Bore Profile A .... .. .. ...... .... .. .... .. ...... - .. ... D-bore,30'... END CONSTRUCTION below ditch bottom �' O(^/ 5335 EXIT-ROW - - .. ... ... ..0. cl. .... .. .... .:`` `L ... EGIN CONSTRUCTION - .. .. �� 00 Uj En } . —ter Z < of. o W 5 POLE #NT N. m. POLE #5234 IDLE #2785955 RISER i\ - .. .. #.5231 .. drwy POLE #2785971 -' 5' .. E p _'_ems _ - e' B v-= @n —,Bv_ d]`-71 Icv _ LY sw —= in i6f Bn fJrC IK ilF_ = hzP o IF ,hW(ff 49— Hi hq A gragr ...... ....... �0. ... 20�.... \\\ ... .. ... ..... .. .. ... ...... .. .. f20. ( iw OP 8TH AVE 24' -�/L . \ t=0 � -- ----- - o - —ROW 9r099 \ .. _ d a drwy gr ROW == 1 —__. =_ _ :=_�_= •__ __=__ dewy wys. `i 13' i1 ss f drwy W M /i - Proposed placement of _ vZJi 32ft Cat pCable &t(1)f 2" HOPE Innerduct M : Proposed placement of .... .34ft Catv Cable & 1 2" HOPE Innerduct 38ft:Cats Cable &:(1,) 2" HDPE,Inn:erduct W,_ .. ( ) Directionol Bore Minimum 48" depth Directional Bore Minimum 48" de th Directional Bore Minimum 48" de th } .. 37800 .. In q. NOTE: ALL EXISTING UTILITY DEPTHS & LOCATIONS BASED ON A STANDARD, AVAILABLE RECORDS AND FIELD OBSERVATIONS. WILL REQUIRE UNDERGROUND LOCATES PRIOR TO CONSTRUCTION. A MINIMUM OF 18 VERTICAL AND 36" HORIZONTAL SEPARATION FROM 'EXISTING UTILITIES MUST BE OBSERVED. A' MINIMUM OF:24" VERTICAL' AND 36" HORIZONTAL SEPARATION FROM EXISTING GAS MAINS MUST BE OBSERVED COUNTY ASCO N T ACE NEW CONDUIT& ABLE WITHIN CITY RIGHT 0 Y 'DATE PROJECT.1NAME: �E:5234 VINEYARD SECTION:10 TOWNSHIP.26 RANGE:21 APPLICATION CITY OF ZEPHYRHILLS PERMITST 0•I'L � NDUI C OF ' �pect iu�®;. / ;.qy®E •, ., _ _, ENGINEER:DARLENE HARMAN .... DRAWN BY:RLH s JOB DESCRIPTION: PRISM NUMBER:2554930 WORK ORDER 9:1033661 SCALE i 1"=50' CATV UNDERGROUND CONSTRUCTION " TYPE.OF PERMIT:CITY TRkidNG#: DRAWING SHEET:2 OF .. .... .. .... .. ... .... .... .... .... .,.. .. .. .. .. " PROFILE.VIEW OF CATV .•U.NDERGROUND. :CONSTRUCTION•. PROFILE A PROFILE B' TYPICAL:CATV TRENCH/DIRECTIONAL BORE PARALLEL TO ROAD ROW TYPICAL CATV DIRECTIONAL BORE' CROSSING ROAD ROW 8TH AVE LOOKING EAST . MASSACHUSETTS ST LOOKING EAST Raw. 60'®4® Row Row 34' ...... Row. ld'' C/L' 12' © 13�� 1®' €0 7' C/L 7' .Eo 10' .. .... gra : "' _ grade...grode .....r.w..w. grade 24°-- t---------- —————————— --- ----------r--24" 24"--y---------- ---- —————— ----------(---24" 1 I I ( I 30"---I— . ---- I �I ------ — —=-- ---. — -- 1T—-- 1� 30, 5 20' .. .. 1 8 j 1 D' 10' 38"-- ——— ------ -------------- ----------IF --36 36 -- ---------- -------------- ————————— --36" i 1®pwF - - 48,.E ..—I 48^. � .. 60"--�--- 48 ------ ----------r— 60' 60"--�—_ ----.--- -------------- ------- -- —_60' 72"--�--- -- -------------•— —————————— .-_72" 72 — +--- —————— -------------- —.---_-----�--_72' Proposed placement of Proposed .placement 467ft'Caty Coble'&'(1) 2" HOPE Innerduct" 34ft Catv Cable &-(1)'2 HOPE flnnerduct O enTrench Directional Bore'Minimum 36" depth Directional Bore Minimum 48" de th - - - - '" PROJECT NAME•5234 VINEYARD "' - .. DATE:11-14-2(1 APPLICATION CITY OF ZEPHYRHILLS PERMIT COUNTY:PASCO /��1 " :,� TO PLACE NEW CONDUIT&CABLE WITHIN CITY RIGHT OF"AY..'. SECTION:10 TOW ST CAect rV ®_ A yY®E ENGINEER:DARLENE HARMAN DRAWN BY:RLH TOWNSHIP: V1/ -' "-'JOB DESCRIPTION: "PRISM NUMBER;2554930 WORK ORDER#:1033661' SCALE:NONE s -CATV UNDERGROUND CONSTRUCTION . ", .._ - ... .. .. .. .. TYPE OF PERMIT:CITY.. TRACKING#: DRAWING SHEET:3 OF 5 .. .. .. .... .. p .. ....... .. ..... ..... .-... ._ .. ...... .. _ ... ...... PRQFILEVIEW OF_C-ATV UNDERGROUND, CONSTRUCTION:::, p. PROFILE C PROFILE D TYPICAL CAN'DIRECTIONAL BORE CROSSING ROAD ROW TYPICAL,CATV DIRECTIONAL BORE CROSSING ROAD ROW BRUNSWICK ST;LOOKING EAST SCOTIA..ST LOOKING.EAST ROW.... 3R' Row Row 32' Row. 1 1®' Fop g'. CAL R' I® 10' 1 ' tp' Eo 6' C'L 6'. Eo 10' I. ... gra . ... .�... grade ...grade •'` ". ,grade .. .. :..... ....: ::.� .:.. .. .I •. 'I. .. i 24"==y---------- -------------- ----------r--24" 24"--�---------- -------------- ----------k---24„ I . 3p"--'�------- ---- ==---===----'—_ ----..... F� 30" 30• -- —_-------- -- ----- --- ---------- --30" 1 19' 19' 1. (.. 16 16 , 10' 10 10, :16' 36"-- ---------'- --------------- --------- --36" 36".-- ---------- -----.--'------- --------- --36" 1. .. ... -48"-- --=-- ----�---------- ————— — 1 48" 48"'-- 1 ----- -------------- ————— — 1 48,. 60"--'=1-- —=----- ----------- -- ---- =— --r.=.—60" .60"--ti—= ------- --- i=------ ------- --r--60" 1 ----------1---72" Proposed placement.of Proposed:'placement of 38ft Catv Cable & (1) 2 HDPE Innerduct 32ft Ca- Cable & (1), 2" HDPE Innerduct Directional Bore Minimum 48" de th Directional Bore Minimum 48" de th PROJECT NAME 5234 VINEYAR _ .APPLICATION CITY OF ZEPHYRHILLS PERMIT .:TO PLACE NEW CONDUIT&CABLE WITHIN CITY RIGHT OF WAY' �� N �. ....... ": :' SECTION'.A(1 TOWNSHIP.;2r,RANGE:21 S pedteu m,, -- ` a 'w®E ENGINEER:DARLENE HARMAN DRAWN BY:R LH JOB DESCRIPTION: PRISM NUMBER.:2554930 WORK ORDER#:1033661 SCALE:NONE _ + s ,.CATV UNDERGROUND CONSTRUCTION • - -' "' TYPE OF PERMIT:CITY TRACKING#: DRAWINGSHEET:40F5 ' CONSTRUCTION.. DETAILS OF...CATV .U:N:DERGR,OUND::,CONSTRU,CTION . STANDARD TRENCH DETAIL .. - .. .. TYPICAL CATV RISER DETAIL OOSTNC GRADE EMSMNC GRADE utility pol e primary power lines .. .. .. ... q ... •I " - - UFTSNOTHTO IXCEED Fib COMPACTION ..... ... . MINED B DENSITY OF 981E AS ' o" z F'36"MIN. 38"MIN. DETERYwm By AAs+ro T-IBO .. .. W� $ .. .. secondary I power Ines secondary paw I .. .. � .. i .. 12" ... other utility lines ar power.lines min. PROPOSED CABIE/HOPE/SCHEDUIE b CONDUIT ....... om .. .. .. .. 12"min. caty lines •�� �"� >�� � � �� � •"� •' "' 2"'schedule 40:u-guard .. .... .....5 ��K - <WO down guy _ /steel riser u-guard _ .. .. .. .. .. .. ... .: ....... 1 I 8' min. ' LONER OUADRANT TO BE SHAPED ...: _. HAND.PUCEO ... : TO RECFJVE CAW CABLES AND .. ...... GJrade !ELECT MATERIAL TO RECEIVE HOPE/SCHED.40 CONDUIT . IN 6'LIFTS . .... .. _ 36 'min. I ' -----------------L TYPICAL'_UNDERGROUND CATV DRIVEWAY/PRIVATE ROAD CROSSING ....... .. ......varies .. _... conc./asphalt .. 36" min.. ..5'.. ...36. min. ..... V. .. ...... ... .. Casing slze,varies ... Proposed Caty ...... ... :. HDPE Innerduct:.:::: .. ... .. ..... .. .... .. PROJECT NAME'5234 VINEYAR ' N APPLICATION CITY OF ZEPHYRHILCS PERMIT ':' COUNTY.PASCO • TO PLACE NEW,CONDUIT&CABLE WITHIN CITY RIGHT OF WAY, DA'TE',11-14-20 _.. , ,,•• ,. SECTION:.10 TOWNSHIP:26 RANGE:2L. ����l� ►_ ENGINEER:DARLENE HARMAN DRAWN BY:RLH ■ '•JOB DESCRIPTION: PRISM'NUMBER:2554930 WORK ORDER#:1033661' SCALEiNONE - CATV UNDERGROUND CONSTRUCTION -_. .. .. .. ... - TYPE OF PERMIT:CITY TRACKING#: DRAWING SHEET:5 OF 5 ...... .... ... ...... .... ... ... .. .. ..... .. .. . ROAD WORK END AHEAD ROAD WORK A 10 a � ■ • Di B I Taper Length=%L Work Area h See Table ll END Table 11 ROAD ROAD woRK Taper Length - Shoulder WORK Devire Spacing-Taper Device Spacing-Tangent 500' See Table I See Table I I3L(ft) AHEAD SPEEDING FINES Speed Notes DOUBLED (�nPh1 *ShIdr. ' [SPEEDING WORKERS ldr.PflESENT25 2Table 1 30tow 0 L=W52 Device S acin 35 2 60Max.Distance Between Devices(ft.) 40 07peed Cones or Type I or Type 11 45 0 (mph) Tubular Markers Barricades or Vertical 50 133 167 200 DISTANCE BETWEEN SIGNS Panels or Drums Speed Spacing(ft.) Taper Tangent Taper Tangent 55 147 183 220 A 1 B 25 25 50 25 50 60 160 200 240 L=WS 40 mph or less 200 1 200 30 to 45 25 50 30 50 65 173 217 260 45 mph 350 350 50 to 70 25 18 50 50 100 70 7 233 280 50 mph or greater 500 500 'Midway between signs. 8' minimum shoulder width %L= Length of shoulder taper in feet SYMBOLS GENERAL NOTES DURATION NOTES W= Width of total shoulder in feet (combined paved and unpaved width) ® Work Area 1.When four or more work vehicles enter the through traffic lanes In a one hour 1.Signs and channelizing devices may be omitted if all of the period or less(excluding establishing and terminating the work area),the advanced following conditions are met; S= Posted speed limit(mph) FLAGGER sign shall be substituted for the WORKERS sign.For location of flaggers a.Work operations are 60 minutes or less. ■ Lhannelizing Device(See Index 102-600) and FLAGGER signs,see Index 102-603. b.Vehicles in the work area have high-intensity,rotating, flashing,oscillating,or strobe lights operating. work Zone Sign 2.SHOULDER WORK sign may be used as an alternate to the WORKER symbol sign only on the side where the shoulder work is being performed. r� Lane Identification+Direction of Traffic 3.When a side road intersects the highway within the TTC zone,additional TTC devices shall be placed in accordance with other applicable TCZ Indexes. CONDITIONS 4.For general TCZ requirements and additional information,refer to Index 102-600. WHERE ANY VEHICLE,EOUIPMENT, WORKERS OR THEIR ACTIVITIES _ ENCROACH THE AREA CLOSER THAN 15'BUT NOT CLOSER THAN 7 TO THE EDGE OF TRAVEL WAY. LASS �Z0 DESCRIPTION: REVISION 0 - FY 2020-21 INDEX SHEET 11/o1/n W R� STANDARD PLANS TRIO-!LANE, TWO-WAS', WORD ON SHOULDER 102-602 1 of 1