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17-1440 Adoption of a Landscape Construction and Maintenance Agreement with FDOTRESOLUTION NO.17-1440 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF LONGWOOD, FLORIDA, REGARDING THE ADDOPTION OF A LANDSCAPE CONSTRUCTION AND MAINTENANCE AGREEMENT WITH THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION WHEREAS, the FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) has jurisdiction over and maintains State Road 434 as part of the State Highway System; and WHEREAS, the CITY OF LONGWOOD seeks to install and maintain certain landscaping within the right of way of State Road 434; and WHEREAS, FDOT agrees to allow the landscaping only under certain conditions necessary to protect the traveling public using said right of way; and WHEREAS, Rule 14-40.003, Florida Administrative Code, requires the parties to enter into an Agreement designating and setting forth the responsibilities of each party. WHEREAS, the CITY OF LONGWOOD has authorized its officers to execute this AGREEMENT (Exhibit "A") on its behalf. NOW, THEREFORE, BE IT RESOLVED by the City Commission of the City of Longwood, Florida, as follows: Section I: The Longwood City Commission ("the Commission") hereby accepts the attached Agreement (Exhibit "A") and authorizes the City Manager or designee to sign all documents necessary to execute the agreement. Section II: The Agreement, provided by FDOT, references the Landscape Plan, Landscape Maintenance Plan, and Maintenance of Traffic Plan, as separate exhibits. For the purposes of this resolution, those documents are provided as one document (Exhibit `B"). Section III: The Commission hereby directs that a certified copy of this Resolution shall be forwarded forthwith to FDOT. Section IV: This Resolution shall become effective upon its adoption by the Commission. PASSED BY THE CITY COMMISSION OF LONGWOOD, FLORIDA, IN REGULAR SESSION THIS 21ST DAY OF AUGUST, 2017. ose h D , Mayor Resolution No. 17-1440 Page 1 of 2 ATTEST: Michel e U/nk VW, CK Clerk Approved as to form and legality for the use and reliance of the City of Longwood, Florida only. WWJ!50 aney, torney Resolution No. 17-1440 Page 2 of 2 INDEX OF PLANS SHEET NO L1 00 COVER SHEET L1 01 GENERAL NOTES L1 1 LANDSCAPE PLANS L12 LANDSCAPE PLANS L1 3 LANDSCAPE PLANS L14 LANDSCAPE PLANS Li LANDSCAPE PLANS L1 6 LANDSCAPE PLANS L17 LANDSCAPE PLANS L1 8 LANDSCAPE PLANS L 1 9 LANDSCAPE PLANS L1 10 LANDSCAPE NOTES & SCHEDULE L1 11 LANDSCAPE DETAILS 11 1 IRRIGATION PLANS 11.2 IRRIGATION PLANS 113 IRRIGATION PLANS 114 IRRIGATION PLANS 115 IRRIGATION PLANS 11 6 IRRIGATION PLANS 11 7 IRRIGATION PLANS [is IRRIGATION PLANS 11.9 IRRIGATION PLANS 110 IRRIGATION SCHEDULES ,Ili IRRIGATION DETAILS MOT 1-6 MAINTENANCE OF TRAFFIC PLANS 000'KIST0RIC\ 1* LONGWOOD FLORIDA es I I — CITY OF LONGWOOD SR 434 MEDIAN IMPROVEMENTS LANDSCAPE PLANS GOVERNING DESIGN STANDARDS Florida Department of Transportation FY2016-17 Design Standards eBook (DSeB) antl applicable Design Standards Revisions (DSRs) at the following webs lte hftp./fwww.dot.state.ft.us/rddeslgn/DeslonStandards/Standards.Shtm APPLICABLE DSRs GOVERNING STANDARD SPECIFICATIONS Florida Department of Transportation JAN 2017 Standard Specifications for Road and Bridge Construction at the following website Ntp./fwww.dot.state.fl.us7pogrommenpement/lmplemen WISpe[Sooks Know what's below. Call before you dig. o SUNSHINE STATE ONE CALL OF FLORIDA CITY OF LONGWOOD IN NORTH CENTRAL SEMINOLE COUNTY. FLORIDA SECTION 31. TOWNSHIP 20 SOUTH, RANGE 30 EAST 100% PLANS August 2017 LOCATION MAP BEGIN PROJECT MILE 5.188 PROJECT LOCATION SEMINOLE COUNTY FLORIDA THE BOARD OF CITY COMMISSIONERS MAYOR JOE DURSO DISTRICT 2 COMMISSIONER JOHN C. MAINGOT DISTRICT 1 COMMISSIONER BEN PARIS DISTRICT 3 DEPUTY MAYOR MARK WELLER DISTRICT 4 COMMISSIONER BRIAN D SACKETf DISTRICT 5 PREPARED FOR: DEPARTMENT OF PUBLIC WORKS ENGINEERING SERVICES 175 W Church St. Longwood. FL 32750-4197 PHOPE. (407) 2W-2382 END PROJECT MILE 6.909 PREPARED BY: PLANS PREPARED BY AND SHOP DRAWINGS TO BE PROVIDED TO CPWG 2215 Wembley Place Oviedo, Flonda 32765 Phone'(407)6T7-1012 Certificate of Auth—bon No, 26618 GENERAL NOTES'. 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INTERSECTION 'GRAPHIIC SCALE� \\ ( N FEET ) CPWG CITY w OF NG1f00D a ��,R w -� ® SR 434 L1.1 LANDSCAPE IMPROVEMENTS LANDSCAPE PLAN unuTY CONDUITS, SIGHT DISTANCE TRIANGLE TYP. t A UTILITY CONDUITS. TYP SIGHT DISTANCE NOTES PAS ARG6 789 st REFER TO FDOT INDEC -- sod TRA SUM— g.I 84' I ILQR,QAR GRAPHIC SCALE :•9 1�a0 11 (NiET) CPWG CITY OF LONGWOOD awn. = • �a 4 -• VV SR 434 L1.2 LANDSCAPE IMPROVEMENTS LANDSCAPE PLAN �� ,;, do — UTILITY CONDUITS, TYP. �. SIGHT DISTANCE TRIANGLE, TYP un CONDUITS, TYP. EXISTING SPEED LIMIT 45 MPH' - SIGN TO BE RELOCATED UnuT! CONDUITS, TYP SIGHT DISTANCE NOTES _._.... REFER TO FOOT INDE:. 546 A � J/ mn suw.es ad ,y — alp" NEW LOCATION OF "SPEED --- LIMIT 45 MPH' SIGN GRAPHIC SCALE 130 Go IN ►EET ) ® Cp�/� r V CITY OF LONGWOOD a vmn+" M° •.+�.. 'a""�' L1.3 r SR 434 LANDSCAPE IMPROVEMENTS LANDSCAPE LAN =^"` -� SIGNALIZED INTERSECTION WITH CONTROLLED LEFT \ TURN ARROW r UTILITY CONDUITS, TYP. • ••• • SIGHT DISTANCE TRIANGLE, TYP - j / ' TRA SUM 09 LDR DAR75 TRA qo 84 9a 90 TRA S'JMB6 \ I o i 901 — ' ya1 38 LOR- DAR , } gal liiA SUM e6 O 6 3 go y5 -1 yss P 045 of •eau+s LAG MU 2 " "" ..� U UTY CONDUITS. TYP .�•r: � o— � i i ice/ SIGHT DISTANCE TRIANGLE, TYR 9e f 5 5 a\GHt OF W Py SCH 9 49 {'• $TDP' • / - STOP ❑ SIGHT DISTANCE NOTES REFER TO FDOT INDE 546 II i' Kd A t*^ �O / SIGN TO GRAPHIC SCALE REMOVED f„ G A� A ( IN FEET ) ® c ^ CITY OF LONGWOOD °•.w:� °a -• SR 434 1-1.4 ,;, LANDSCAPE IMPROVEMENTS LANDSCAPE PLAN52Hk°•'° SIGHT DISTANCE TRIANGLE, TYP m Z r U q c� O x — x -T._ SIGN TO BE REMOVED SIGHT DISTANCE TRIANGLE, TYP.— RIGHT DF WAY AYE. doss 1 PA— ma J > z Q u N STOP I STOP x io W V Z d tl C UTILITY CONDUIT, VI TYP r SIGN TO BE REMOVED Cr WV 0 dO1S I FF� W UTILITY CONDUITS, TYP. R ISLE VORY O He TR< SUM85 / LOR DA 1RA SU 57 1 9ai 3 9a 1 9 . __.. _.._ .._.. BILLBOARD VIEW CORRIDOR Ji COURT Op BILLBOARD ^ STOP STOP VIEW CORRIDOR 4 AGREEMENT MATH CLEAR CHANNEL _. ALLOWS VEGETATION UP TO B' TALL) z EOISTING OVERHEAD BILLBOARD r BILLBOARD TAG CJ806, CJ807 CL 3i OWNER CLEAR CHANNEL ORLANDO SIGN TO BE REMOVED SIGHT DISTANCE NOTES. REFER TO FOOT INDE. 546 GRAPHIC SCALE i0 ( IN FEET) �J CITY OF LONGWOOD W.�......�u...n. — SR 434 LANDSCAPE IMPROVEMENTS LANDSCAPE PLAN LOR DAR'6 TRA SUM85 gal 9vi I 1 qal 1 0 - c .. LOR DAR38 l0R DAR38 O LDR .AR38 `—BILLBOARD VIEW i CORRIDOR TRA SUM 226 LDRs AA�R115 1 gap quI i TgaP. --- RIGHT OF WAY r �...__ --^• STOP zc STOP �r" 7 _....__ TOP s STOP UTILITY CONDUIT. © � y ~ TYP��al ...:<, SIGHT DISTANCE NOTES. 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Cal111ACroR SNALL ASSLIIS Pf11CQAT1tIN OF eE APPRo`En oNNETL Au RANrwc ems/ Pns PSIOR ro er INsrAUAnaN. ° �a FFML TREE STApNG DE m AND PLAL9plT TOBE "s�isml APPROTcn THE o.Nrn. 6 ArborAnchOr rY 1E� � sTAOE TREEb N11H V.®&NG n.�yE T YNYUY Di YUCr `� � 9TSIEM PEA DETAIL owl Q O O �(�iwADM�c PUR)•ATEx nar.�EOFwlsHm tc�rwDE. �3Mm MULw es LBERMs ERTDHOLOMATER �- ' W a rgITAIEl1® - - • TAMP PREPARmHE*HPLANTING SOL Tl TO ((ffi lLaiK iRMS M 'lL • I.�.... REVENTSETTLNGANDADIUSIROOTB— ir . IICOT BALL REQUI1FAOnS} I}. �11.111 tD { PLANTM GRADT—ROOONSHIP pleyA�gµlNp yL 6 ` ,J� TOFNSR GRA TE DROOTBALL _l1' AS S.E61D). CE]`A"� AMENDED PLARTIRG sx t � I �� � As SPEC clm 1A (a:)SMALL TREE DETAIL (a:)MULTI-TRUNK TREE DETAIL-3"�TREE STAKING --LT;,,- SCALE: NTS ---- ---. -_. - SCALE: NTS OR APPROVED EQUAL YNIYUY YIRWARm PL,N,111D mlPER sPEanunoNsNGTE1. 77rv!3' CONTRACIaI SHALLA59RK PdWEAII(IN a"ALL RANTNG Bm5/PITe PRmR To MsrAuwTNxL {— o -� �AOTc moM moE Of Bm UIE EDUAL ro 1 .5. x PLANTIW nr norN o'-2M18 (RooTeAu RIOTH) �4 TYPICAL SHRUB PLANTING SCALE, NTS CMG TYPICAL TRIANW ON ( TER SPALTNG AS PER 3'_MINMJM OF MULCH RANT LEG AMENDENAREBEDTO12WEPTH FOR GROUmCOYERS SPEGFIED. USE PREPARED RAN SGL PER SKC.F,CAAONS. FINISH GRADE AF BED UNE OR WALD (PER FUNS7 NOTE. CONTRACTOR S U A%URE I. PERC(%ATIONOFA RANTING BEDSPTS MOR TO INSTALLATION. I.I_ SPACMG FROM EDGE OF BFD ME EQUAL TO 1.5 .)v (5) TYPICAL GROUNDCOVER PLANTING SCALE: N75 CITY OF LONGWOOD Arborbraoe Tree Guyin_ S:1°Cifioabon ATG-RATGHD Arborbraoe Tree Guyin❑ S1.clficaeon.. SCALE: NTS I / + &++ ALL SHRUBS U GROUNDO LNG MASSES TO ERE TRIANGULAR SPACING E',GEPT ® + +FORIN NOTED. REFER TO RANT UST FOR INOMDUAL RANT SPACING ©_ + + + K-6--�TYPICAL PLANT SPACING SCALE: NTS SR 434 LANDSCAPE IMPROVEMENTS LANDSCAPE DETAILS 30.0 3 71, Rm- DO ci.wMi � agar InFOR u / • ^y NBT—IMEOLMRMEWTOBE �� 7 i0.LLFD `MTwRiRRMrLTON ARFA9 � / ./ 7 W do OF LONOKOOD TOOOYRfTf f ice/ - r w£fTMB. eET ME1ER6 ND-1— .- n EXISTING WATER MAIN / 1 , /.BEGIN PROJECT MILE 5.188 70.12' WEST OF ICHABOD TR....-, _ I GRAPHIC SCALE INTERSECTION 15 so 60 IN FEET > ® CpWG CITY OF LONGWOOD M r a vnm •. SR 434 11.1 ,; LANDSCAPE IMPROVEMENTS IRRIGATION PLAN \ Lfi 700 T 7. y RRDDDNED�PMENTs �, R7 imDT—ONEI PNENTTOBE a_EDWTHINIRRI—ON AREAS dTY OF LONOFA—TO DOME— `. NET TP➢S. SET I ERS AND RUN PIPES ACROSS TO MEpANB ` r i, �:� A S6 /n M rl w MEpAN3 / r i cY i ri \ a '\ Q GRAPHIC SCALE � o ( IN FEET ) ® �+p�/+ CITE" OF LONGWOOD arFPr VV -• SR 434 I� 2 ,;, ��.�: LANDSCAPE IMPROVEMENTS IRRIGATION PLAN �R+b. I WI III c \ AN p LTA D1A 9, w 1.13 w / l ` 03 "L rT STA t2.597 ' I � + I G i I i i �,. IRRwanON El IIaMENT SNwn� ING—Ry3M�M17C0S—CALE� NAROs= FOR cuam ONLY au I 1�00 aRIGAnoN E'OIPLIENT TO sE kLEO LMTNIx walOanox AREA. I GTYOFLONGM-TOCOMKETE \ \ IN FEET J / N£f iAP9.9ET METERS ANO RIIN PIPES T aCRCI%i0 MEpANG. ® CPWG CITY OF LONGWOOD r-,...;; .r4Tm -- SIR 434 11.3 ,, LANDSCAPE IMPROVEMENTS IRRIGATION PLAN �R,m. j i I — o T_ x ss -- , _ M -��- _ 5 --__ M 1 .,Y a1��� �F W i 55 W EQUIPMENT BIM IN PE FOR CWiITY ONLY IL ON E�UIPMEM TO BE :D N1THN IRRK:�YION �RFAB. To oOM=0 8. BEi METERS nNo RUN P CPWG CITY OF LONGWOOD SR 434 LANDSCAPE IMPROVEMENTS IRRIGATION PLAN III U IIIII III pill 41 I IIII IIII I I � I III III I i i IIIII --ir 7 4 157 I 42z 15 7,DD 2A0 19 � x.P r FM 6 60/ 20 I I -- - II I i I I 1�00 ( IN FEET ) CITY OF LONGWOOD ��^_.... -. CPwG SIR 434 . .. 11.5 LANDSCAPE IMPROVEMENTS IRRIGATION PLAN RRI WTION EULIIPMENT SI-N IN RAROSGPE-CURITT ONLY ALL ...._ INSTILLED-111M R-TITION AREAS DJMPLETE N£T OAPS, SEf METERS ANO RUN PIPES RIGHT OF WAY ACROSS TO MED-E CITY OF LONGWOOD SR 434 LANDSCAPE IMPROVEMENTS IRRIGATION PLAN L a oI—-WAP�HIC�CAL SE 1oG ( IN FEET ) I I I --- III IIII F_ _I II IIII I I -, I I � I U (� IIII 'i IIII I I .... ........ .... _.._ I- --I I `� I I � ° IL !I= uc. 40. 'III PI I / / —, RIGHT of wnv /T . _.. . _ _ _..... _ .. _ ... _ .-�— / oasnHc sax wNlxca ImAN e ro MmI -. �l.e ZS ae., u Y�0 ��\ne• - - 82x �.� r ',/ 87 r 88 r x x 89°'.. r MEgAUB n n r ♦ N161 ...,,,.�-:.. M_y, nr �1 -_ ..... _—_ ...... .... -- .....� ...:.........� - ..._.__ 1 _-_..-. _. —_ ro _ 1 _�__ - - ......... ........- l ............... _ RIGHT OF WAY _.......... u 'I!1 IRRIWTION ECUiPMENT BROWN IN z ' I R£ AONLY ALL IRRGFOR0.RTITY IU— v-N RRIwTION nREns oo LFTp m of LONcw7.T nCROS�S SO MSTRS NNO RUN IPES ISLANCER COURT .... __... __ SING 12" WATER MAIN I n �yy I It n UTILITY CONDUIT, TYP y I � � I GRAPHIC SCALE �G ( IN FEET ) wy� CPWG CITY OF LONG1/00D '�"'�' I SR 434 I1 7 ,; , LANDSCAPE IMPROVEMENTS IRRIGATION PLAN �� II \ \\ I I \ \ I \ I I \ I I \ I I 1 1 I \ I I 1 1 1 I ❑ ❑ .., m.,,.,m......, ®OO.-.r,,i r x — 0 MEOI o I RmwnoM El'E`2 YOWYwR-O T ON.YIRRI(NTpI IN! TO BENST,u�mvRwnoNu+EwsCTY OF lONTOCOMRETEWET TARS, SRSRN]R-PES UTIILITY CONDUIT, A !,TO CRAPM SCAU I,� ( IN PEE* > ® CPW�+ CITY OF LONGWOOD MM .. m 711L "�\rr VVSR 434.8 LANDSCAPE IMPROVEMENTS IRRIGATION PLAN __ ____�' I ...._ .._ M61NOF WAY... ,> .•� _ i RIGHT OF WAY CITY OF LONGWOOD _ i o SR 434 LANDSCAPE IMPROVEMENTS IRRIGATION PLAN �QGR.AAP,HHIIC SCALECAL I mO ( IN FEET ) SR 434 LANDSCAPE IMPROVEMENTS IRRIGATION PLAN �QGR.AAP,HHIIC SCALECAL I mO ( IN FEET ) IRRIGATION SCHEDULE � - __ AMvi1PNON e S N A 7 ROF 1 OPR5 a SrYpR a 30 +' Plolk a•ahlc Rrrot• Vdx., b 0' ap .Iq Ce-MdMU B.W P-up Sp-, iurt SSpay wbr S.d. 9d. aM BoltaP W.L +/2' NPT U ft.•IE•ntw/l1pDt CenmreW Ur F•mM NPT U. InI•t/Outl•L 111q Flo. F,nd. m1.ee.e Ywc vr.�.• R•p4atFa RPW wCm6a caatrd. «do.a.d otr ID., P.rpY Hmda i do B. 1608-PRS +5 SDip srin 4 ]0 e1. BaAem Pr•rwnw 2-1/2' Turt SprvY 6.0' Pap -UP Spin- .la co-Nda.a Prv.bM by Olty of Lanp.POE lflpw Swl. SM. mE Beltrn w•L t/Y NPT G1 IMnir NODE-400 f.mds mfnPw MML P,- R4yJa1M0' 4-Slptbn Cm6dl.r. Oul- Baltry Po.r•tl. c '1?9 RPF BYO IBfJ6-PRS 10 5rin WR t3 ]0 DC LaICNFD Sdw1Pk 0- STPra 1 i� ' x Turf sprvY 6.0' pop -Up sprintlw wlq Cb-m- G2 Hunir NODE-4OO Wip. �rwOl•O wd -Pngx. 1/2'aNPT {-Statlm Cm P, O,bJ-. Boltrr Po.r•O. OC LetdlFp SdrrOM Orar•d 54paM«y. 41 Vih(1Y ('5 a x Ye ReM BM 1606-PRS 12 Srlw YPR Trl Spray 6.0• pop -Up BRift- .1. --- 30 3e © r NODE-400 4-Stalbn DonbaPw. Wl- -twr Pwr•1 flbw S.d. 51d. aM Bottvn w.t. 1/2' NPT frnd• mr•Dd•d - Pr4..un R•pWPINp. ® OC LaldrFp Sd4notl Ordr•O SyralMy. e AAA Y ROF BYtl 1606-PRS IS 5rin APR 273 JO I«Mt« NODE-400 4-Slalbn cP,P-. Oub-. 6attry PP - Turf SD 6.0' Pep-w SpFtlr .lq Co-YtlOM TnPO�iO "ir= R.,-haFi ® OC Lal.Yp Sd�ob ON«•O 5gvat•ly Fr- H. Knw NaOE-WO ao w, R.M BYd 1605-PRS NOJ 3 JO D~C WlrMhp Sdrlotl b SgpP-tdywrr « Tv Sp 6.0' PDp-Up SpFldr .Iq co-Yaa.d ® wbw 5•d. 516 rM Rattan w.1/2' NPT FrrM• mr.. w.e Prw«r• RgIWF0. INnlw NODE-600 8-Statbn CaniraNr, Outdop. Battwy Pw.r•d. OC L...W Sa1,�ob ONr.d 54parelMY. . �P•.x. My. RaF BYO te06-PRS hDJ + 30 ® urf SP,o 6.0• PmSpinal - Ce-MOIOM Mn1 6-Stvtlm�Gnbalr. Widoar. -b- Pwr.d. flMr 5•tl. 510. ak Boltrn w.L 1/2' NPT OC La1aNFp $C1,1pM ONr•d 54pwatMy. m e o m it i.rwl• mr.Pd.e FW.L pr.wr• P.piotMp. Rdn BYd 1612-PRS IS S" Swln 25 ]0 Nun w NODE-600 6-Statip ContrvP«. Outdoor. Battry Pw.r.d. Stoup spay 120' Pap-UD SpM1Wr .Iq DC Latp�Yp SdnoM OrUr.O S.pratYy. CO-MdO.O Mpr Swl. SW m0 Bottan InI.L 1/Y NPT Fwnd. mrnd.d w.l Mq Pr..wY• ® IYmlr NODE-600 R,,-n D•Vin. 6-$IptMn Cmvew, Outdeer, Batwwyy PO.r.d • • O 4 RPF BYO 1612-PRS a 5Mn LIPIi Zp ]0 DC LaldlMq Sd4nol0 ONr.O 54parotdy. Sp y I20' Pap-UD sprFNr wXh Nuntr MINI-Qllc CAorv-1, 1IIpr S.d. SM. and BPllan InI.L R2- VPT FD•�Wdaa RaF 5•nnr, mwnt o npt.P "N NI Not, M.- 1-1/2' m ROM BYO 1612-PRS 15 Strip Srin 373 30 ProNOM by City of LmPood r' 9ruD Spay 120' Pap -Up SprYNOw Hq Y� wbtw Y.lr 1-1/2' Co-Mde.e wpr S.d. 9O. me Bonpn Inl•L 1/2' WT F,nd. wvaO.O w•L wlq Pry.• P,b- er Clty of Lmp.00O R•plidYp �� hoNr0.MO�by pb MLR-PPbd 1e12-P' 10 pIPR 10 30 ` p Si Spay 120' Pop -Up Sp .Ito 1� wetw Y•by Cb- d C1r T wow 5•r SM• and Rattan Inl•L WT F«nd. Tl..od.d w.t 1YIq Prv PrPrtl.d pY CRy eM Lyy.ppP City 0 R•p.dYp D.Vis R., Y•tw 1-1/i 1'' [��1 T RPM BYd 1612-PRS 12 $.rin 1PR 15 w Pb- by City M Lony.eee " i Slrup Spar I20' Pep-Lly SP- .Ito y� O watr ..Ir 1-"T Ce-MdP.P wjrr S Sb mO Bonpn -1hOrwO +/Y WT F•md• mr.ee.e H•L Mq Pry.• R•�vtYp 0•rl� yL.xxyy CI by CRY a Limp.00O b ®®®®® RaM BYO 1e12-PRS 15 Sar1r NPR ]5 30 Pr'orld•d by City LP PPOd Spray 120' Pap -Up Sip- Nolw N•tr 1-1/2' Co-_b Mold.d 1YID, S.d. s and %It- 1-1 1/Y NPT F,nd• iMwtl•d w•L wlq Prwwn• PmWOM by City of IPrW.PPd R4,-" 0- Irtipatlm la t.rd IIIF PVC Qav 200 BOR T1 PRI N 1 RaF BYd 1B12-PRS M.I ArvD Spray MET PPp-up Sp- .IN CP-Mdo•d Mow s•d. SIO• and Bottom In 2 30 Iron.lalicn PIP. d many I on fM plan. - PII Pth.n p•Fp 3/4' M .aa 1/2' NPT F4md. mrnd•d 1.1- tOq Pro.. - - Irrlpallm 14.1h, PVC pan 2. SOR 21 R--N c- PVC a.. 200 IrrlpeUm Dip.. . R.M BYd 1612-PRS ADJ ShrvD Spray 120' PM -Up SprtdJr 1 3D ��:.,,• C�YWe.d wpr S.d. 5'e. Pnd BPtt- tan IPI•t 1 /2' WT Fwnd• TNwP•O w•L Mq Pr•rr• R•pialYq DMo• R.. BYd 1606-PRs-1400 Flood 1J6 JO FleeP BUDbIP, tiff p p .Iq pray rgletlnp Mka C'PWG VALVE SCHEDULE 3s Meted II19= 93 ffiL gai ®f 1 - PIN-1MG-R 1' 9 Sp R 51.97 2 ] WPtw POV-ITO-A Tort Spay 711. Mntr PGV-1ml. BuDOW m.00 { wttw PGV-1010-11 1• Tort Spay n.a s 6 6 Knw PGV-l01G-N lcw fYnw POv- 1' Turt Spmy 6100 ] G-R fY.tw POV-10I0-R Tu.1 SprvY 50.95 + B p Nunw POV-1010-R 1' 9uu0 SpPY {20{ Huntr PEEV-1MG-R 1' SMVD Spay 10 5770 Huntr PI -10 -R 1' Stuue Spray ]0 11 7. Bubbly 1,00 Nuntr PGV-IM1 1 13 14 R Huntr POV-1. -R StuuD ,y 31Ap Iluntr PCV-1mG-R Turf SpmY 71.Oe 15 IYntr PCV-IOIC-R W.- 7.W + to 17 Nuntw PGV-101G-R 1• SMub Spray 45.24 IMnlw PGV-101C-R -P S..y 4151 to Mntr PGV-1mG-R Turf Spa, 51,04 19 + a Mnlw PGV-1M -R 1' -b Bb- 2291 Nv1tr PGV-101G-R t' BuDNr 1{w 21 Nwltr POW-IOIG-R 1' Tort Spray 51 n u a Mntr PGV-1 MG p T, Spay 57.31 Ifu+tw PGW-Im" 1, 9- S"y 50.e9 + 24 IYntr PGV-101G-R Spur -12 r - a a IMIw PGV-IpIG-R Tv Spray 40.30 NY,w Pav-1mD-R 1• aeaw aoG + 27 Hlntr PGV-IMG 1' Tv Spay 21T a 29 Nlnw POW-1 m -R 1' 9we Spar- n.lw PGV-1 m" 1' Turf Spay 11pe 31 IY.Iw POV-1010-II 1' -b SpmY 31.40 t ]2 33 Mntr PGV-1010-R 1' 9vuD B.-Y MM Nultw Pw-Imo-R 1• 9xVp spray sT.3s WATERING SCHEDULE 1 WMMR MO= n2F 11111 tl.CtlEL If1.C�E( PoL4[ -1 X 1 2 - P, PCV-1mG-R 9�M "Y 1.m M/h 0.w Mntr PC-1mG-X TPrf S-Y 0.B, ,/, t m 1.e11 n 5.I90 11105.6 p ] MMtw PGV-I MG R B-d 1 M 1/1 0.02 1 20 4 5 IYntr PGY-I.G-A 11 Spa, 0.. M/h 1 f4ntr P-10G 1 110 M/h Gv 74 5.273 + 6 IMntw PGV- MG-R Turt Spay 0.52 M/h 1 13 3,Mp 7 e -1. PGv-1mo-R Turf Spray mn M/h 1 I•ww PDV-IM -R snne Spry, 1.62 10 o., 77 1r14 w tal axis + p fYntw PGv-1m G-R ArvD S- t.e3 M/h 0.eo 21 me 3{13 10 1 11 Kntw PC-Im G-R AM Spay vel M/h O.w ftuntr PGY-1m G-R - t.M M/h. w 1,M1 1 7 ee5,5 13 fYn1w PCY-IEl" Aral Spay 1.70 M/h ae0 27 Loa 511.5 14 1 1s Mnir PGv-1El" Turt SprvY 1.42 YVh 1 POW-Im G-R BW)Dlw M/h u 1.5p5 1 1 16 I.M -W NnW PCV-Im G-N Aral Spay 1,61 M/h QeD I SD I... aloe 11 t to fY.tw PGV-1mG-R AM Sp, 1.10 M/h 1 I.nw POV-Im C-N TUM 54wY 1,{1 F/h 1 20 2AS3 2.45] eXLp Spay 1.01 M/h as0 tY.lw POW-lm" M 4mA w a 1 21 8- 1pnlr PGv-Im G-R T.11 t.M M/h 0.02 fYxtw PCV-Im G--R Turf Spa, i,ll M/h 1 1 14 1 14 46 $Y2 Z? Nunw PGV-1- Tun Spur L7e M/h 1 u 2.524 a + 2{ Hl.tw PGW-1m G-R AM Spay 1.63 M/h Mos IYnlw P4W-Imo-R spay 1.. M/h 30 L521 31 1.te2 Mao 5p0.e a T.d 1 Kn<r POW-Im Get Turf spay 1.3o kVh-A 1 2,004 27 1 21 tYniw P4V-ImfrR T.0 S, 1.37 M/h I Knir PCY-1m FR Turf Spar L31 M/h 1 1 e 1 M Z. a Z1,U30 I.I lluntw PGW-1 Dlr gaup spay t45 F/h 1 11bP- POv-=R Tun Spey 1,41 M/h 1 30 4e21 41 2N.4 " 31 PGV-Im FR Aral Spay 1.so M/h 31 p11{ 97&4 4M.2 32 33 - P, .. =P, POW-Im O-R AM Spray 1.61 WIN O.w Nmiw PGV-Im PR ArW Spray 1.01 F/h O.eO 31 L]N 30 1.121 n1.2 ee0.3 eoee L1. IRRIGATION NOTES RIN.LER L LIONS ARE T09ULE PE L E p40RM1LUTIC ] COMPONENTS TO BEINBTKLEDASPER14rNiKTWERe RECOOME-TIONS 4 --0 SPRAY PATTERNS SHKI BE KJ-0 TO ELN1-ML ONTO RWDW.Y BJRFKES TOBENOLEBSTN4Ntr IATEML CEPTH TO BE NO LESS- lr EL-C CIXVRrot _VES TO BE -- I WRH IT VKVE iE V4VE4 PI FM FROM BE WIT CURB 41Po39BLF wRE SPLICE CONFECTONS TO BE W4TERPROOF RW INOERNEwTH HMDSCME $rMLL BE INSTKLEO N90E 3EEVE5 6l1 SLEEVES TO BE Y_ PIPE RUN TNROUON MIN 27 KL CONPONEnis 66 PER IOC BtPTET6TE, 2 R-.1 CODES 1J REFER TO M6NC•KTUtER INSTKLAnON pETW O 14 REFER i0 M6NLEKTWER GTKOG FOR OERFORMu4CE CITY OF LONGWOOD SR 434 LANDSCAPE IMPROVEMENTS IRRIGATION NOTES & SCHEDULE x' c Warr Y lid[ IMII oa svmID� t\ enD�iormr os eac am R ( tm Ida Ya . MIS. ' `Ir6Vu ��xr - • — _ , .: ! RLTNa1VA wLLv[ BOIL (y i' m i Vx'rmc r '� Nyort mrn�a nuc oN[ vu �iira[�uw ` �� rio cu�is � Irxnu�ian. 69 _ �nru aAior .nE CpMFCia6 aN !o moan nvs _� ....... ......._...._ ._.... ........... JJ � IIPRL IY'Y.' G QE IIRIR O. IAiQY IMF. _ 'YC CIXT{Q NO S, KJG4 O � r1MM�LGtw LOE •—v'I_—. CYMLMIE� AFfOmf,l � MOR, uN= Sat use rmn� nn r n w W m ITsnn.um sa�muc ro ima. �'o-h[� +sxn wrs. oo ar ux. arm uc uw urL 8ECTIONNEW. SHRUB SPRAY HIGHPOP MARLEX ASSEMBLYws:. o File—OR_Node_dom pdf Bieitrg2or invalid reference ELECTRIC REMOTE CONTROL VALVE REDUCED PRESSURE BACKFLOW DEVICE �� THRUST BLOCKING Vr . -o z swc a-m -o• ss Ewv.a-m �/. !z —1-1 jr.2 1w CPWG CITY OF LDNGYPOOD - U SR 434 t7: ,;, LANDSCAPE IMPROVEMENTS IRRIGATION DETAILS v.�. DMedan lY b b DISTANCE BETWEEN SIGNS Speed Spacing (It I A B 40 mph or less 200 200 45 mph 350 350 50 mph or greater 500 500 •250' beyond the ROAD WORK AHEAD sign or midway between signs whichever is less SYMBOLS ® Work Area fTat Channelizing Device (See Index No 600) ty Work Zone Sign Lane Identification + Direction of Traffic Device Spacing Speed (mph) Max Distance Between Devices (ft ) Cones or Tubular Markers Type I or Type If Barricades or Vertical Panels or Drums raper I Tangent raper Tangent 25 25 50 30 to 45 �2550 30 50 50 to 70 50 100 GENERAL NOTES 1 When a high volume of work vehicles are entering and leaving the Work Area at speeds slower than 10 MPH below the posted speed, place an MOT-5-06 sign in the ROAD WORK AHEAD sign location and shift the ROAD WORK AHEAD sign upstream 500 It 2 This TCZ plan also applies to work performed in the median more than 7 but less than 15' from the edge of travelway 3 When work is being performed on a multilane undivided roadway the signs normally mounted in the median (as shown) shall be omitted 4 WORKERS signs to be removed or fully covered when no work is being performed 5 SHOULDER WORK sign may be used as an alternate to the WORKER symbol sign 6 When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed in accordance with other applicable TCZ Indexes 7 For general TCZ requirements and additional information refer to Index No 600 DURATION NOTES I Signs and channelizing devices may be omitted if all of the Following conditions are met a Work operations are 60 minutes or less b Vehicles in the work area have high -intensity, rotating, flashing oscillating or strobe lights operating Table II Taper Length - Shoulder Speed (mph) YsL (ft ) Notes 8' Shldr Id Shidr 12' Shldr 25 28 35 42 L— WSr 60 30 40 50 60 35 55 68 82 40 72 90 107 45 120 I10 180 L=WS 50 133 167 200 55 147 183 220 60 160 200 240 65 173 217 260 70 IH7 233 280 8' minimum shoulder width KL =Length of shoulder taper in feet W - Width of total shoulder in feet (combined paved and unpaved width) S = Posted speed limit (mph) 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 MOT-1 LAST JZ� DESCRIPTION 2016 INDEX SHEET REVISION FDOT MULTILANE, WORK ON SHOULDER No No. 07101115 w �— DESIGN STANDARDS 612 1 Of 7 o: D Lr D D A ROAD WORK AHEAD SPEEDING FINES DOUBLED WHEN WORKERS PRESENT DISTANCE BETWEEN SIGNS Speed Spacing (ft1 A B C 4-0 mph or less 200 200 200 45 mph 350 350 1% 50 mph 500 500 500 -55 mph or greater 2640 1640 1000 • The ROAD WORK 1 MILE sign may be used as an alternate to the ROAD WORK AHEAD sign and the RIGHT LANE CLOSED i4 MILE sign may be used as an alternate to the RIGHT LANE CLOSED AHEAD sign 500 beyond the ROAD WORK AHEAD sign or midway between signs whichever is less SYMBOLS ® Work Area ■ Channelizmg Device (See Index No 600) Work Zone Sign ON Advance Warning Arrow Board LAST REVISION 07101115 a a Median b � yt, D lY B GHT LANE \ ■ .\ l CLOSED White Reflectorized Pavement Markings GENERAL NOTES I Work operations shall be confined to one traffic lane leaving the adjacent lane open to traffic 2 On undivided highways the median signs as shown are to be omitted ■ Work Area- .,,,,,,,,. 3 When work is performed in the median lane on divided highways, the channelizing device plan is inverted and left lane closed and lane ends signs substituted for the right lane closed and lane end signs The same applies to undivided highways with the following exceptions a Work shall be confined within one median lane b Additional barricades, cones, or drums shall be placed along the centerline abutting the work area and across the trailing end of the work area When work on undivided highways occurs across the centerline so as to encroach on both median lanes, the inverted plan is applied to the approach of both roadways 4 Signs and traffic control devices are to be modified in accordance with INTERMITTENT WORK STOPPAGE details (sheet 2 of 2) when no work is being performed and the highway is open to traffic 5 The two channelizing devices directly in front of the work area may be omitted provided vehicles in the work area have high -intensity rotating, flashing, oscillating, or strobe lights operating 6 When paved shoulders having a width of 8 It or more are closed, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the travel way See Index No 612 for shoulder taper formulas 7 When a side road intersects the highway within the TTC zone additional TTC devices shall be placed in accordance with other applicable TCZ Indexes B This TCZ plan does not apply when work is being performed in the middle lanes) of a six or more lane highway See Index No 614 9 For general TCZ requirements and additional information, refer to Index No 600 \x � 1 \ � T' 500 END ROAD WORK 100 Table I Device Spacing Speed (mph) Max Distance Between Devices (ft) Cones or Tubular Markers Type I or Type It Barricades or Vertical Panels or Drums Taper Tan emt Taper Tan ee 25 15 50 25 50 30 to 45 25 1 50 30 50 50 to 70 25 50 50 too Table II Buffer Space and Taper Length S Speed (mph) Buffer Space Taper Length (12' Lateral Transition) Dist (ft.) L (ft.) Notes (Merge) 25 155 125 _ W S' L 60 30 200 180 35 250 245 40 305 320 45 360 540 L W5 50 425 1 600 55 495 660 60 570 720 65 645 780 70 730 840 When Buffer Space cannot be attained due to geometric constraints the greatest attainable length shall be used, but not less than 200 ft For lateral transitions other than 12' use Where L - Length of taper in feet W = Width of lateral transition in feet S = Posted speed limit (mph) DURATION NOTES I Temporary white edgeline may be omitted for work operations less than 3 consecutive calandar days 2 For work operations up to approximately 15 minutes. signs, channelizing devices arrow board and buffer space may be omitted if all of the following conditions are met a Speed limit is 45 mph or less b No sight obstructions to vehicles approaching the work area for a distance equal to the buffer space and the taper length combined c Volume and complexity of the roadway has been considered d The closed lane is occupied by a class 5 or larger, medium duty truck(s) with a minimum gross weight vehicle rating (GWVR) of 16001 lb with high -intensity, rotating flashing oscillating or strobe lights mounted above the cab height and operating 3 For work operations up to 60 minutes, arrow board and buffer spare may be omitted if conditions a b and c in DURATION NOTE 2 are met and vehicles in the work area have high -intensity, rotating, flashing, oscillating, or strobe lights operating FDOTT 2016 MULTILANE, WORK WITHIN TRAVEL WAY -ttr— DESIGN STANDARDS MEDIAN OR OUTSIDE LANE CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE LANE ADJACENT TO EITHER SHOULDER AND THE AREA Z OUTSIDE THE EDGE OF TRAVEL WAY. MOT-2 INDEX SHEET N0. NO. 613 ]of 2 a a Arrow Board Operation Discontinued And Arrow Board Shall Be Removed Or Relocated Outside The Clear Zone Or Be Shielded By A Barrier Or Crash Cushion Median a a D b Work Area D @ D a ■ ■ ■ ■ ,r/L/!/l�l� a g C L and Buller Space END ROAD WORK V] ROAD .. 5�5ns Co—r d ._. I Area Temporarily 500' WORK I MILE ROAD SPEEDING FINES DOUBLED WORK y MILE WHEN WORKERS PRESENT EVEN PAVEMENT Laterally Z To a' Outside Edge Of Travel Way a a Arrow Board Operation Discontinued And Arrow Board Shall Be Removed Or Relocated Outside The Clear Or Be Shielded By A Barrier Or Crash Metllan —% LY ytZone tM1CCushion D V — - 7/7/ Work ROAD WORK I MILE I SPEEDING FINES DOUBLED WHEN WORKERS PRESENT 1 LI' ■ ■ ■ ■ ■ ■ ■ //2� A B C L and Buller Space '7 Hinged Or Overlay Shields Area Temporarily 500 Reopened To Trallic ROAD WORK UNEVEN SMILE LANES Temporary Pavement Markings Placed Through Work Area And Devices Relocated Laterally 7 To 6' Outside Edge Of Travel Way END ROAD WORK UNEVEN PAVEMENT INTERMITTENT WORK STOPPAGE - LANE REOPENED TO TRAFFIC MOT-3 LAST JZ�O DESCRIPTION 2016 INI SHEET REVISION FOOTI� MULTILANE, WORK WITHIN TRAVEL WAY No No 07101115 ' w�- DESIGN STANDARDS MEDIAN OR OUTSIDE LANE 613 2 of 2 GENERAL NOTES I Work operations shall be ronfined to either one lane, or lane combinations as follows a Outside travel lane, b Outside auxiliary lane, c Outside travel lane and adjoining auxiliary lane d Inside travel lane p. e Inside auxiliary lane _. f Inside travel lane and adjoining auxiliary lane L L See Sheet 3 If the work area is confined to an auxiliary lane the work area shall be barricaded and the RIGHT (LEFT) LANE CLOSED AHEAD signs replaced by ROAD WORK AHEAD signs, and the merge symbol signs eliminated 2 When vehicles in a parking zone block the line of sight to TCZ signs the signs shall be post mounted and located in accordance with Index No 17302 3 /f the work space extends across a crosswalk, the crosswalk should be closed using the information in Index No 660 4 Signs are required on the median side for divided highways 5 The two channelizing devices directly in front and directly at the end of the work area may be omitted provided vehicles to the work area have high -intensity rotating, flashing, oscillating, or strobe lights operating 6 For general TCZ requirements and additional information refer to Index No. 600 SYMBOLS ® Work Area Work Zone Sign aw Advance Warning Arrow Board 8 Type III Barricade ■ Channelizing Device (See Index No 600) b Lane Identification + Direction of Traffic DURATION NOTES I For work operations up to approximately 15 minutes, signs, channelizing devices. and arrow board may be omitted if all of the following conditions are met a Speed limit Is 45 mph or less b No sight obstructions to vehicles approaching the work area for a distance equal to twice the taper length c Volume and complexity of the roadway has been considered d The closed lane is occupied by a class 5 or larger medium duty trucks/ with a minimum gross weight vehicle rating (GWVR) of 16 001 lb with high -intensity, rotating, flashing, oscillating or strobe lights mounted above the cab height and operating 2 For work operations up to 60 minutes, the arrow board may be omitted of conditions a b and c in DURATION NOTE 1 are met and vehicles in the work area have high -intensity, rotating, flashing, oscillating or strobe lights operating MOT-4 LAST DESCRIPTION. 2016 INDEX SHEET MULTIILANE, WORK NEAR IINTERSECTION NO NO REVISION 07101115 R W DESIGN STANDARDS MEDIAN OR OUTSIDE LANE 616 1 of 3 a a a a b Work Area Now a S r Taper length-L ■ 500' D See Table II Device ROAD I I I a Spacing WORK Device Spann -Taper Tangent Buren n See Table I See �=/ RIC117 LAME txoseb SPEEDING FINES Alt¢Ao DOUBLED WHEN WORKERS PRESENT Ig Table It END ROAD WORK STOP ROAD WORK Erect STOP Sign where the existing stop bar is more than AHEAD 30 from the taper line Remove or cover existing STOP sign and the when through lane reopened to traffic RIGHT LANE CLOSED ON FAR SIDE OF MINOR SIDESTREET 4 avaHr >taor avoa b b DD Work Area b D fl, rL a Device D IY U' Spacing A S C Tangent 500' e See ROAD WORK HRU Table 1 [DA.AD OAD ORK TAFF MUST TRAFFIC MERGE TURN RIGHT DISTANCE BETWEEN SIGNS Speed Spacing (ft ) A B C 40 mph or less 200 200 200 45 mph 1 350 350 1 350 500' beyond the ROAD WORK AHEAD sign or midway between signs whichever is less Table I Device Spacing Max. Distance Between Devices (ft.) Type I or Type It Speed Cones or Barricades or Vertical (mph) Tubular Markers Panels or Drums Taper Tangent Taper Tangent 25 25 50 25 50 30 to 45 25 50 30 1 50 Table 11 Taper Length - Merge (12' Lateral Transition) Speed (mph) L (ft) Notes (Merge) 25 125 yySr 60 30 ISO 35 145 40 320 45 540 =W5 For lateral transitions other than 12 use formula for L shown in the notes column Where L = Length of taper in feet W = Width of lateral transition in feet S = Posted speed limit (mph) LEFT ROAD SPEEDING FINES WORK DOUBLED AHEAD WHEN WORKERS PRESENT RIGHT LANE CLOSED ON FAR SIDE OF INTERSECTION WITH SIGNIFICANT RIGHT TURNING MOVEMENTS 1 The normal procedure is to close on the near side of the intersection any lane that 2 For intersection approaches reduced to a single lane left turning movements may is not carried through the intersection However, when this results in the closure of be prohibited to maintain capacity for through vehicular traffic a right lane having significant right turning movements then the right lane may be restricted to right turns only as shown in this detail MOT-5 LAST ZO DESCRIPTION 2016 I x SHEET T REVISION Far MULTILANE, WORK NEAR INTERSECTION No NO 07101115 w DESIGN STANDARDS MEDIAN OR OUTSIDE LANE 616 2 of 3 4 0�3NV "HOAA OVON 0O5010 DYou J C= Work Area Taper Length-L 500 a ROAD A B L See Table II I I I Device ¢ Spacing WORK Dence Spacing -Taper Tan ent END AHEAD See Table I I I See Table If ROAD WORK SPEEDING FINES LEFT LµE I WpAp zoseD CLOSED ROAD DOUBLED utE,w WORK WHEN WORKERS 'AHEAD PRESENT LEFT LANE CLOSED ON FAR SIDE OF MINOR 0V3Hr SIDESTREET - RESTRICTED TURNING MOVEMENTS 1I8oM 4 .0a ¢ e� Work Area a DISTANCE BETWEEN SIGNS Speed Spacing (It ) A B C 40 mph or less 200 200 200 45 mph 350 350 350 500' beyond the ROAD WORK AHEAD sign Or midway between signs whichever is less Table 1 Device Spacing Max Distance Between Devices (f[) Speed Cones or Type I or Type It (mph) Tubular Markers Barricades or Vertical Panels or Drums Taper Tangent Taper Tangent 15 25 50 25 50 30 [0 45 25 50 30 50 Table II Taper Length - Merge (12' Lateral Transition) Speed (mph) L (ft) No as (Merge) 25 125 W5r L 60 30 IBO 35 245 40 320 45 540 L = WS n n Device IP For lateral transitions other than 17, lY lY Spacing use formula for L shown in the notes ROAD A B C Taper Length—L IOD ¢ Tangent SOD__[column Where WORK See Table It Gap See L — Length of taper in feet AHEAD LEFT LANE L Table 1 END W = Width of lateral transition in feet Device Spacing -Taper MUST ROAD WORK S = Posted speed limit (mph) I See Table f TURN LEFT E ROA SPEEDING FINES LCLOSED OSE1< D DIE WORK DOUBLED AHEAD AHEAD WHEN WORKERS PRESENT LEFT LANE CLOSED ON FAR SIDE OF INTERSECTION TURNING MOVEMENTS ALLOWED 1 The normal procedure is to close on the near side or the intersection any lane that is not carried through the intersection However when this results in the closure of a left lane having significant left turning movements, then the left lane may be reopened as a turn bay for left turns only as show in this detail MOT-6 LASTJDESCRIPTION 2OI6 INDEX SHEET REVISION MULTILANE, WORK NEAR INTERSECTION NO. NO Fr� 07101115 W �DESIGN STANDARDS MEDIAN OR OUTSIDE LANE 616 3 of 3