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99-38. r ' . f' �a- • , ' .'� . . . . .. . . , . P . � . �.. � , .; . ' . . . . ;�. . � . . '� 5 . ' ;. ' � , � i.. . �i . � . I r' t ` r • 0 1� ��V . I � RESOLUTION NO. 99-38 A RESOLUTION OF THE CITY OF CLEAh�WATER FLORlDA REIATING T4 COMMUNiTY REVITALIZATION; DESEGNATING THAT PORTION OF CI.EARWATER BEACH BOUNDED BY MANDALAY ON THE EAST, THE MEAN H1GH WA7ER LINE ON THE WEST, BAYMONT TO THE NORTH AND PAPAYA TO THE SOUTH AS A C�N 4F CLEARWATER REVITALIZATI�NIREDEVELOPMENT AREA; MAKING CERTAIN FIND�NGS AND DETERMINATi�NS; PROV�DING AN EFFECTIVE DATE. WHEREAS, on May 2U, 1999, the City Commission adopted Ordinance No. 64'� 0-99 providir�g for the des;gnat�on o# City of C�earwater revitalization and redevelopment areas, and; WHEREAS, studies have been done of the conditions of Clearwater Beach and; --� WHEREAS, the Commission determines that the area bounded by Baymont on -.� the north, Papaya on #he sauth, Mandalay on the east and the mean high water line on the west, are deterioraied� obsof�te and in need of revitalization and are an obstacte to the logical and eco�omically feasible redevelopment of the area, and � 6� WHEREAS, mar[cet based rede�elopment in the area requires assembly of sufficie�t land #o de�elopmeni midrise huildings on site amenities, off street parking in order #o carry out the effecti�e r�vitalization in redevelopment of lands and improvements which are deteriorated, obsolste or in need of re�italization. WHEREAS, the resuEts of information and studies have been presented to #h� City Commission for its consideratior� and inc��aded in the public cecord and tf�e Commission has considered such ather evidence of the conditinns i� the beach areas which have be�n presented to it, and; WHEREAS, the City Commission has determined ti�at certain actians are apprapriate and necessary and shou[d b� taken #o address the conditions now present and exp�cted to be present in this area; NOW THEREF4RE, BE IT RE50LVED BY THE CiTY COMMISSION OF THE CITY OF CLEARWATER, FI.ORIDA THAT: Rssolut�an No. 99-38 � .t.,�., _.�,,.� � . SECTI�N 1. FiNDlNG �F CONDITI�NS. Based vn ihe e�idence, dafa and facts presented, the City Commission does hereby #ind: {a} Conditions are presen# in that area of Ciearwafer Beach desc�ibed in Ex�ibit A(such area being reterred to as the Beach Rev�talizationlRede�elopment Area) which are detrimental to the existing q�ality of life, are an obstacle to the sound growth and redevefapment of the beach and which substanf�ai(y impair or arres# growth and revitalization witf�in the Beach RevitalizationlRedevelopment Area and Clearwater beach area; and present conditior�s and usage of impro�ements in the beach area are de#rimenta� to the pub�ic's Iiea1#h, safe#y and welfare as shown in "Clearwater Beach: The Need for RedPVelopment" (attached hereto as Exhibit B) and "Redevelopment Potential" (attached hereto as Exhibit C). {b) A predominance of inadequate ar defecti�e street layout exists within Clearwater Beach as shown in #he Cl�arwater Beach Traffic Study (atkached hereto as Exhibi# D) in relation to size, adequacy, Far�d accessibiifty. (c) Deterioration of site and o#her impro�ements occurring within the beach area as descr�b�d in uClearwater Beach Needs Analysis (attaci�ed hereto as Exhibit E). SECTION 2. The Commission i�ereby de4ermines that the area is deteriorated, obsolete and in ��ed of revitalization and rede�elopment and is appropriate for revitalization and rede�elopment. Commission furEher determines that it is (ogicai and approp�iate that individual parcels of �and shou�d be assembled into logical and approp�iate �nits of land, which will allow far desired re�italizatior� and /or redevelopment. . SECTION 3, This resofution wili take effect immedia#ely upan adoption. PASSED AND ADOPTED this lgttt day o� �, AU�se ___ , 1999, Appro�ed as to form: � Pam Aki�, City Attvrney 2 ,. Brian . Aung , Mayor-Cammissioner Attest: � �k-i�.�.cti � % Cy ia E. Goudeau, City Clerk Resolution Na. 98-38 � ,.... .. . , . • .. ' , . i � That porCinn of CZe�rwr�ter Iict�ch bou�ded by I�artda].Ay on the ��st � the mean h�.gh water �l.ine on ehe WesC, BaymanC nn Che NorCti, and Phpttya.on �he Soueh. t. ':5 �� I� � �� Q �� ir r rr . �� r� Nr r ;�� , �• � �� .. ��lljjlll � jlfl , «Il 1�l�I1111H ii�rrr�__ Fxhib�.t A � �� h � N �..� ro � w X r 0 �o K \ r � ^'� ro � � p � Y:M ��.,� C�carw:ltC1' I3C�CI1: Thc l�icec! for Itedcvcicypmcnt by k,� , CFiarlcs L. Sicmc�n �c. W�ndy U. Larscn' i r.:.� � .;, t ; � ; �_� � 3 �,, � The City of Cleartvaier has inikialcci an ambitious citywicic community rcvitali•r.ation cfiort erttitled "prre City. Chtc� Fttlrrrc�," ()nc af'thc major �treas of attention in Urrc� Cily. (litc� l�ttlt�rc�, is Clcarwater Iicach. I3eginning in ihe late SOs, ccntral Clc�rwater E3each deve[o�ed rapidly with a mix of sm�� motels and scatterc�d sm�ill retail strip cenlcrs and individu�l commercial buildinbs. Ijuring thc GOs and 70s, the City deve[apcd a vita� tourism industry which �came t�tic �riricipa� e�ement oi the City's cconomy, Durinb this timc frame, sma11 and mcdium sizc motcls wcrc c�cvc}apca tt�ro��hot�t tltc � Siemon & Larsen, Boca R�ton, i�lorida 33�32. Sicmon & Larscn is a pl�nnir�b and planninb law consulting iirm which sgecializes in number ofarcas ai'Iand usc including community redcvclo�ment. �xhibir S � ...t� .�, � � .,,, i centra! beach arca ttnd larger hotcls and candominium structures werc: constructcd ac the south end of C�e�-water Beach alonb the Cle�rwater Pass inlet. Arcas to tl�e north ofcentral Clearwater Beach and to the sauth on Sand Kcy developcd as hi�h qu�lity residcntial arcas with mastly sinblc famiIy dwellinbs to the north and high rise condominiums on Sand KeY• ��'�`��,��'•��`��,`.�.��`�"4a�`�s�;,�! t��:r; :,��;�„ �?� -' In the SOs and 90s, notwithstandin�; the ' City's world class beaches and the vitality of the ' residential neightwrhoods to the north and south ' ofthe central beach, the City's tourism economy � .� �. i . � i t� i�l..a �� i F� ��t� � ,� L� i� � . L�,� � �� fell prey to intensive competitinn in Florida, the Caribbean ar�d around the world. Roam ra4es in the sma�ler hotels, j]al'i1CUlaI'Iy+ f�105C without direct accessio the beach, stagnated, limitin� the ability ofowners to maintain and improvc their properties. Many afthe smaller moteis havc been sold and resold as successive buyers, often t'rom overseas, have tried unsuccessfully to avercome the negat�ve momentum o#'the ccntral beach area. Many small motel owriers feel trappcd, with na way out other than to find someone willing to overlook curreni conditions in the betief that they will be able to succee� where okhers have fasled. Conditians an Clearwater Beach are highly variable from blc�ck to black. Same properiies are well-maintained, like Heileman's Rcstaur�it on Narth Mandalay, ar�d are very successi�uL Some z � 1 � ,� �� .�"'7 i _. � ..� � E } � ��,� r �. �.. C'� � 3 t � 1 � J 5 �.�/' � r� � �3CO�i�105 aI'C �CSS-well maintained and show their uge, Oiher properties are so close to the end of their ecpnomic life that e�en modest investments are out-of-rea�h, likc the �mall motcl which attached chain-link to second floar balconies in ordcr to comply with new child-proaf balcany rail code requirements. �: ..,r;•, -;�. _.,,,- „-�; -_ . • The deteriorated conditian of central :.�;� .,�:. `; :.° ;;: ; ,r:° �. , . =,'; �,'';�, ;�.� �1� �; �;�. :. .. . � �each is made all the more apparent becaus� it =��'::��:`��1� �� ,� fronts ori � beach which is 4iterally reco�nized �r�.. :�:� ;:,;•,^�,��= ..... . ..... Vacant Storc Frnnt around the worid as ons of the gre�1 urban beaches, and is bracketed ta the north and south by quality residenti�� areas which are vita[ and valuable. Th� decline ofcentra[ beach ref�ects an ��E�iao-famiiiar cycle of dec�ine in beach front commur�ities, primarily alang Ehe Atlantic easc coast vf the United States, fram Atlantic City to Miami Beach. Deve�aped when rnost visitors came by cAr for extendec� stays, o�d fashioned hoie�s �nd srr�ll "�tom and pop" n�ote�s �e �r�able io compete with newer, highly-arnenitized dest�nation resnris. In respnnse, o�vr�ers cut raom rates to attract visitors, further compramisi�g theu ability to maintain and irnprove their praperties. All-too-often, the negative mamentum of alder deveZoped beaches reaches "rock bottom" befvre community resolve and economic reality collaborate to re�erse the trend. Miami Beach and Pt. Lauderdals Beach axe two FloridA be�ches which have been in the thraes of decline and revitaiizatian dwring the last twenty-five yeass, � � ,� � ! .� � � � ._..� ., . ..� 'r r-�� _.., i ..� � � � ,� , � � '� As noted in thc f�loridu �'lanning droup's 1996 Redevelp�ment_Patential far Clearwater each�, "if an arcA laoks likc it is dcclining, it cAn become a sel£ fulfilling prophecy, as potential investors, and thcn visitara, �hy uwAy i'rom a pluce t��t does nat app�ar to have gaod long�term potenti�l. This is whut 1lappencd �n Mium's SeACh's South Beach area, as well as in Fort Lauderdale Beach. Hath of thcsc resort arc�s went t3�rou�h a�ang period of d�cline and disinvestment befQre #hey were rcdcveloped, Now� �flcr long rcdevclopment effarts, both are successfuliy rcpositioning themselves in the incret�singly competEtivc internAtional resort market." The City oFClearwater has the opportunity to cnha�ce thc beACh's public perception and create a communi�y which is vibrant, econorrucally successful, and a v�lu�ble a5set to the City's character. CIearwatcr $eact� Revi#alization Strategy As � centraE element of One Crty. 4ne Future., the City nas committed to tt�e refinement and implementation oFa Strategic Redevelopmerrt Alan for Clearwater Beach and is in the proccss of devetoping a camprehen�ive implemencation sirategy for the St�al�gic Redevelapmerrt Plarr. The elements of the strateg}► are rclatively simple and stra�ghtfarward.3 �� q► .;. � � To create an arrivai and distribution system at the western tern�inus of SR 60 which is both at#ractive and functional. Ta create a dest�ation qut�lity landmark at t�c western tcrn�inus of SR 60. To pravidz additio�ai of�=street pazking far beach patrons. To remove parkir3g from the dry-s�nd beach to the west of South Gulfview Dr�ve. To improve the character afNorth Mancialay. � The Florida Planrw�g Graup's Redevelopment Potential for CCeanvater Beach (May 199b) closely examined the area's redevelopment patential and future economic viabi�ity. ' In#'onnatian �Ieaned from the ClearwaterBlue Ribbon Task Foree's Far►vard ta .2001: A Yision and Strategy far Clearwater Beach (February 1991) and Clear�valer 13each- "Sc�itlla Mandalay" Redevelapment Area Plan {May i994} by the City of Clearwate�'s Centrs�3 Perm'stting Department. 4 ! � � � -, � c � � -� ...r � ,�.! � .. R�.„ 1 :..v� �� ,a. 6's x�� !J � � � t � �� • � .;. To improve the circulation system to tne north s�nd south af the intersection of SR 60 and Coronada and Narth Mandal�y, To redcvelap South Gulfview ar�d the pazking lots to the west afGulfview as a"�reat" beachfront with facilities for pedestrians, bicyclists and slcaters. To facilitate redevelopment by remo�g regulatory obstacles to quality redevelopment. � To promote private secror investment on the Beach �nd to provide redevelopment assistancc in the form of off-street parking,� "holdout extinguishment" in support ofthe assembly of �ogical redeve�apment units and to eliminate obsolete or deteriaratcd canditions and joint publiclprivate partnerslvps. The City has already taken significan� 5t8}75 tawards implementing tl�e Strategic Redevelop�ent Plan for C�earwa#er Beach, �ncluding approving a new clear sp�n bridge fnr the Memorial Causeway �nd a[azge roundabaut to provide additional arrival and distribution capacity. The City Commission recently authorized the Admir�stration #o prac�ed with the development oftwa additianal parking garages on the beach w}�eh would include suf�icient capacity to a�nw the City to remove the �a.rking which is located on the beach to the west of South Gulfview. The City is also , acti�ely involved in ihe design of road and streetscape unpravements for the major roacis on tY�e Beach and in particular North Mandalay and South Gulfvicw. Obatacles to Revitalization The revitalizatian ofClearw�ter Beach is hampered by a �ariety offactors and canditiQns. The public realm — public streets, sidewalks �nd other places -- are, with a few notable exceptions like the Clearwatsr Marina, relatively unattractive. Sidewalks axe narraw, unevcn and discontinuous and in some cases used for starage af trash containers. 4 Land within the centra� beach area has been subdi�vided into relativety small parcels which are practically unvseable for modern development. Small lots Are difficult, if nat impossible, to redevelop because oflimitation ta ground le�el buildings, off-sireet parking reyuirements and contemporary building forms. In fact, most of the Iots on Clearwater Beach were originally deveZaped 'zs� smell '' See Rnlph Stone's Clear�vater Beach: Strategies far Revitalization. �" . � � � assemblics on more than one lot. Thc small lots � simply do not Al�ow for contemporary development practices with on-site parking, autdoor cafe scating � and �rcades. In many cases, a sing[e loi, usuaily � impro�cd with a smal[ sinb[e f�mi[y unit which has � � � � �� .; heen converted into some sort of commercial usc is sandwiched in betwe�n twa or more lots which have been improve� with lar�er st�ctures. There is very littl� o� street parking artd most af the p�rking that cioes exist requires a user to back out into a tra�e[ dane ta exii the sgac�s, Moreover, in some areas, the �� '� �* . ' � s �.� r ■ � �d��, ■ � � p� ��C ' ... r�� I�� ... �� „�,� � � � • :� � � �� = �� C :,� � � " �.i �r r "r+r a�r� � �� ■ � ~'� �7 � size of the lats are made even more problematic by t�e pattern ofpublic rights of way. COSTS Acq�tisitioz� $620,OOD � R.ehabilitation 221,500 "' Total $41 S00 ... S �::� ; �� :� ,� �; � r� rs�r � 1 � � � � � , , ... It is re�atively easy to i�lustrate the economic obstacles to redevelopment of small parc�is on the beach based on data available fram the public recorcis. There arc number of'factars that �overn patential redevelopment Rent Req�iredlSF $1G.47 ofsmall lots including the impracticalityafdeveloping second floor uses and �raviding off-street parking, Although most ofthe lots �re plaited with a 50 font or tess width, mast histarical development took place or assemblages oftwo lots. Considcr for example, A IQ,000 square fnat lnt which is currently Uneven, Narrow SidewAlks � � Oa-Strcet Load�ng � � � � � � � -•., I �1 �� n y a� �, P�+�!;'` �`:�� E�6 t:�u l:.:� ��.�� ' � [r�J ��r'� � .,, improved with 8,864 square feet of cammercial floor area. T�tc �raperly hns no ofi site parkin� �nd adjacent prnperties are cunently uscd as � T-shirt shop and � vacmnt stare frflnt. Thc currcnt asscssed value o�the property is $525,6Q0, which �ccording to convention�l wisdam is about 85% ofthe fair mArket valun of the property. T'he property is not listed, but the owner indicates a willingness ta scli for $t.l mil�ion. Assuming that � qt�ulified devela�er/in�estor can acquire the property for only $620,OOD ar3d rei�abi9itates the property at a cost of $25 per squarc font for revitalization a�d tenant improvements, the developer/investor would need to rent the praperty for mare than $16 per squnre foot plus taxes and assessments. Given the lack ofoff-strcet parking, tl�e condition ofthe general area, existis�g rents in the area and the eharacier of adjacent uses, the likelihood of cammanding a gross fent in the viciruty af $ i 8 per square foot is very low. The demolition and rep�acement of the existing im�rovement is even less feasible t�ecause of the practical and re�ulaEory requireme�tt far off street parking. At a minimum, commarcial retail shnuld be served by 3 off street parking spaces per 1,000 square feet of floor area. Assumizag that a developerlin�estor wns to acquire the �roperty Far $62U,000, demolish the existing structure and reb�ild the maximum square footage with requircd off-street parking, the max�num sc}uare footage wauld be approxima#ely 4,500 square feet with 14 off street COSTS Acqu�sition $620,000 Demaiition 25,000 COF1SlI'liCtlOil �HZ,SOO Parking 14,Q00 Total $1.041,500 Renk RequiredlSI+ $4U.13 parking spaces. Assuming iurther that i# cost $25,D00 tv demolish the existing structure, $1,000 per off-street parking spaces and $85,OOQ per square foo� of new canstruction and #enant improvements, the developer/in�estor would have to lease the new space for irt excess of $a0 tripie ne� in arder for the project tn be fessibl�. Even if it is assumed that no off-st�eet parkuig should be provided an-site, tl�e economics af the rede�elopment are problemAtic. That is so i�eceuse the net rent requued for new sp�cc with no parking in a declsnin� area where rents are low would �avc ta be in excess of $29 per squ�re feet. Although there is no hard. and fast rule as to a minimum size pazcel for a contemparary redc�velopment, most observers belicve that a parcel of at lcast 2 acres is needed in arder to support 7 ; � , � � � � I .� � ..� � .. ..._• � . �,... ..� � •:.,� � � w.� � 'r � ! m� mid-rise devclopment wit4i of� street parking, desired amenities (e.g gools) ar�d reasor�able apen spttce. �n most pfuts of ccntr�l t��ch i�n necd of redevelopment, it would require the asscmbly oi approximately 8�arcels of Iand to cre�te a 2 acrc redevclopmcnt parce�. The ssze of the existing lots on the Beach are particularly problemstic bccause they havc crcatcd a"crazy patchwork quilt af ownership" which makes assembly by arms len�th transactions very difficult, if nat impossible. Hiskory und experiencc from around the nation is clear that sooner or latcr, at least one property owrter is gaing to assumc the role of a"holdaut" a�d demand a substantial premium. The r�de�elopment literature ss fu31 of examples whcre c�evelopers earrying out a private assembly enci up spending 50% oftheir land cost for the last 20% af the Iand, often destroyin� the economics of fhe proposed rec3evelopment. Many of the str�ct�res within tkte ceniral Back Out Parking beach Area are substandard in terms nf compliance with buildir�g cades, and few if any oFthe uses h�ve adequate aff strcet �arkin�. For all practical p�rpases, there are no off-strect loading facilities on central beach and deliveries are made over the curb from public ribhts af way. Many smalt motels have parking spaces where the driver must bacic out into the tr�vel lane to exit the property. Structures in the central beach area are not particulariy well-maint�ined and many are in dire need af revitalization. Economic conditians on Clearwater Beach are relatively weak on an overall basis, particular�y when compared ta other beachfront destinations in rlorida; and this is particularly so for the srnaller motel properties on Ctearwater Beach which do not have direct dry sand �ccess to the beach. The occupancy rate for properties on Cle�water Beach with less th.an 50 units avera�;e is npproxsmately l 5% less than the average occupancy r�te in �li of Pinellas County with an average room rate that is slightly less than the countywide avcragc. There are significant vacaricies in commercial properties �d those praperties w�ich are occupied, experience frequent tenant turn aver. Evcn Pclican Walk, a relati�ely new and madern retail ccnter has recently cxperienced declinin� tenancies in terms of rents and �ccupancy and many 8 � t � � i � � , ; I ""'1 .� � �� .'.A t� , �' .. __ _��, Z alder progerties have significunt vucuncies. Therc are vcry t'ew quality esi�blishments nn the bcucl� with cheap iee-sh�ts and swim wear the most rcadily a�ail�ble commodities. Priarity Rcdcv�la�ment Are�s Tf�� Slrategic Redevelopment Plnn for Clc�anvaler Bc*ach identifies the twa blocks west of Narth M�ndalAybetwcen the Clean�►ater Beach Hotel und the Hilton Hatel as priority redevelo�ment areas. There are several reasons why these areas have been �iven priority. First, Norih Mandalay is the ,.. - ��,.�.::;.��:��:.�:. : ' ' "i �;�%I ;,' t ,•.`''---° . � �'...s�...., �,� i;s��_..�r� �V`" , ';;.', . , , . �. . . `� traditional retail street on the B�..;ch, but it is in �-�� :.:;',� seraous jeopardy at this iime with dectining rents ��`�-- ar�d high vacancy rates. As a result, private ��; � invescment at the Hilton, the relatively new Pelican Vl�a�k and �-Ici2eman's restaur�nt are at risk. The two blocks are currently developed vuith small m�t�ls and stri� retail centcrs. `The existing impraveFnents have no prackica! value for re�italization, exc�pt for the possibi�ity that the T-Shirl Sf�op Ad�u�tage of not havir�g to elevate ta meet flood �levation requirements may justify rehabi�itation along the west side ofNorth Mandalay. An an�ysis oftax assessment data indicates that land value within the two blocks rePresents approximately 70% of the total assessed value %r land and ,,., improvements, as comptired to a range of 33 to ..# SO% for comparable prapertics on lar�e parcels 1� ..a with beachfrant access on Ciearwater Beach and , _.� � � 1 f � � Sand Key. In�eed, the two blacics are bracketcd ; by parc�ls af iand where the improvements constitute 1/3sd ofthe assessed �alue for the total property. Wt•�le two erttities contral s�i�hily more than SU°/a of the l�nd within the two blocks, any realistic, m�rket-bascd redeve[a�mc;nt in the area �� i �� ' R � � 4i 1i�.M. _ . . �� ......,.� �, � �. ��,..�;..�,- -- . { e �� f�'" � �j `� ' ;;: " � �� ,y ��jl�i�� ' � y� 4 J � l +y � �' , M�i � � �I � �� r� �� • 1' �r' �,,, f�. -T�,;•.� l�r—'�1.. i i.� Detai! nf Priurity Redevclopment Areu � � � ,[ � ,.,�. :'-� � , . .�.i .� :� �r�l � ;. . �l � requires the �ssembly of st�fficient land to deveSop mid-rise 6uildings, on-site funenities and off-street narku��. In addition.. m�rket data from Clearwater Be�ch s�aws ttt�t drv-sfutc� b�ach ��GGSS is a mnir �- faetor of eeqnomic suceess a� Cleazwafer Beach. 4n1y 9 out ai 22 �arecls in the priority r�develonment areas front on the Gulf of Mexica, most af the properties are separated from Gulf Beaah by a pub�ic right of way. The nort� snuth r�g1�t of way o�'G��fvicw cou�d be v�cat��, bt�t anly if acijacent properties �re �ssembled so tlzat direct access to the ri�ht ofw�y is no longer requirec3. � Notwithstanding the negativ� factors jusi described, there is significant c#eveloper 's�terest in Clearwat�r Beach, particu[ar�y in the area betwees� the Clearwater Begch Hotel and the Ht�ton, to the west of North Mandalsy. Quality residentiAl, hotel and time share de�eiopers have expressec� u►terest in r�deve[opment, l�owevar, available properties are not of sufficient size to actuslly pernut the development to happen. l0 .-1. r ' ^ .. r....4�. .�.... . � , . . , �..{. . �ry. !n, i . .....�.. .. y .i �� . ' ..x� edle�elo l��r� � Pat�r��t�a fl Sout�.lVi�r�dalay Aa�e� o� �lear�vv�te� Beac� �Viay 1996 ftORIDA PLANNlNG GRQUP INC . E�;hibit C � � ....Y..,,,,a........ . . • .. ,. �........ ---- — ,. � i . � � �, �� .. �t '�'� � � � wi � �� .�' � iuu�iw _- __w w Redevelopment Fotential South Mandalay Area of Clearwater Beach I., _INTRODUCT�ON In ]anuary 1996� Florida P1alu�in� Group, inc. was �tair�cd by thc �iry of Clearwazer to condnct an initial feasi�ility study o;Fihe overall t�dcvclopment potcnpia� of the city's South 111QndQlay Area. T'his ar�a, which is bounded by 5R 60 {Marianne Strxt} to the sonth, Baymont Snr,ct on thc narth, and runs from thc Gulf to the Bay (Map 1), has txen einder study by tho city sincc April 1994 whr.n t�c City Commission �rcquested that iss staff begin exploring raede�elopmcnt op�ions for the srea. 1fie city has good nason for looking at thc long-tcrm redevelopment pountial of South Mandaiay. Clearwaur Beach has be�n a successfui resort anea since thc late 1940s, and today the �ach �ea has thousands of houl rooms, and is home ro I2 per�cent of the city's residents, The k�cach arra prrn�idts the city with 30 percent of its prapcny taxes and is a rcgional economic �sc industry that provid�s thousands of jobs. However, as this anea's older pmperdes (many arc now fifry ycars o�) becamc incraeasin�y obso�cce in the raarkerplaca, thCy dCC3il�C ari v�1pC. The drop in value �ncsults in a drop ir� city rcvcnue, which direct�y affects the city's abiliry to provic�c necessary public sarvicas. The city has anotiier, perhaps more significant reason for a�ting to accelerate the m�d�rnizatian and r�development proccss of tltis area. �very resort locatio� has a'public per+ception' i� thc marketplacx, Ti�e public p�rcepdon of an area sets a gendal tenor far e5tablishing both the typ�s of pcople that will visit thc area, and the rype of new dovelapment that may or may nat occur. i Thus, if an ana looks ]akt it is �eciini�g, it can bccpme a self fulfilling prophccy, as potendal �-� invcstors. and then visitors, shy away from a place that does not appear to have good lAng-term potential. This i� what happa�ed in Miami Beach's Sou�h Bc�ch area, as well as in Fo3rt �"-� Laudcrdalc Beach. Both of thcs� reson areas wcnt thro�gh a long period of decline and �, disinvcstment bCfor� thcy were redevcloped. Now, aftcr l�ng rcdevelapment efforts, bot� are succcssfully rcpositioning themselvcs in thG incr�asingly comgetitivc internadanal resort markc�. �� -, Tttie city of Clearwater is wise to bcgin its rtdevelopm�nt effarts at st�ch an �arly staga� w�ten it can ' be a facilitatar in the ongoing modcmization and enh�ncement of thc coliecuve value af nc� ar+ea, "' rather than waiting u�til thc deuriorat�on bccames widcspread. � F � ,y ...� , 4 ...-f �.✓ 1 �..r= '6�'hy Cities Engage iR Redevelopment Yt is an unfortunate fact of lifc that buildings� likc pGOp�c, get aId ar�d wcar out. Gen�rrally this is a lang-t�nn proccss, an arca will age and grow obsolete and eventually cycl� its way downward inta iCSS Yl��iC CCOCiDID1C USCS. Such a situaaon hurts a ciry's tax base, and blight unds to act likc a c.unccr, spreading into ad,�accnt h�althy arcas of the ciry, hurring cveryone's properry values. A � . , � 1 • 5l! 1/9d � � '� �v �� 1 � , � � � � � �� t _.i . �.,� tiW ,� �.� .__, � ._; '� � _.: � � � � ., � � ,� Vea� Yr�r 8otuer I3Ntuior�tsd A rloticubla Nnmbar Pro V� Ea2taacament rtatleub� Pnblic/Prl�te 3tela�rstm�at As the precuiing gra�hic illustrates, e�ery community can expcct that, as its neighbori�oods ag�, it will bc faced with t�e problcros of dcclinc and disinv�smcn� this fact, cvcry statc in the natian has empowered its loca� govcrnmcnts rcdeve�opmcnt In Florida it is cal3ed the Comm�ni�y Redevelopmant Act Succe�sfuI Redevelopment structLU�es and Cognizant of to engage in Succ�ssful redevclopmcnt is always based on a combinadon of public and privatc actions. Whilc the city can aci as a£aci�itacor arid participant in tha ovaall process, all the city can �ally do is sct the stage. Private sector participativn is requircd, but this participadon is depot�dant on market foxces. For example� whilc tha ciry may wish to see an older, deteriorating ar�a rcdcve�oped, two other criuria must be met b�fare iedcvclapmcnt will actually occur. First, there must bc a rnarket for a new usc. Somcone must warlt to reuse thc parcol. Second, the new use genera!!y should be able ro pay for the acqui.rition costs of the exisring properry. For cxampie, if the ciry designatrs a city biock, comprised of older one-story bui�din�s, far ralevelopment, the cvsts of acquisition af the propertics, all z�ciacation, appraisal and Icgal fccs, demolition, and cicaiance of thc sitc must bo paid for by someane. Unless the city has thc abiliry to absorb t�ese costs, thc new use must be able to pay the acquisition cos� The following chart illustrates thi5 proccss. The ciry of Clearwater's ongoing pr:;�nning efforts have begun t�e �nalysis of dcsirab�e futun land uscs iri the Sourh Ma�ulalay Redevelopmtnt Area. Thc purpose of this study is [o look at thc other twa aspccts of the rcdcvclopmGnt triang�e w answer two criticai questions: is thcre a market for thc new uses contemplated by the �iry; and can thc land needui for thosc new uses bc acquircd at � pricc that tht praposed new use can afford tn pay? ,�..��.. � .�� w�` ��+� � � :� 'ry'C � � � � � �� LAND USE Must mcet community goals for the prapeRy. �''�� ..�� ACQUTSY'I'ION cosTs The propased reuse should bc able to pAy for the acquisition af thc propctry. MARKET A �acicct for the proposed projcct must ex.ist, This rnarket-based approach to izdovclvpmcnt is vcry realistic, for uniess all thr�x iums an �. satisfied, redevciopment will not occur. Such an appmach is pragmatic, by providing the ciry with .�....� the ability to ser the srage for redevelopment witi�out incurran� any significant up-front expenses. The city can ihtn bc in a posirion to proacrively marktt the r�edevClopment potential of thc arca, and •^ participate in a public/privatc r�cdcvclopment partncrship in conccrt with the private scctor. a �w..y �.i+L..� +,.��.�,. ��.�(�M• �:», � ,..� The City's Role In addiuon to its rolc in fanming and leading shc rcde�clopmcnt process, thc city has onc critical abiliry that privau developers lack: lnnd assembinge. Undcr its redevelopment powers. the ciry c�n assemble iand, which is oftcn a critical eomponGnt in the radevelopment proces�. Most ciry blacks ar� ha�d undcr a muldpliciry of ov�mcrship, which makcs it difficul� for tiic privatc scctar t�o asscmble the land nccdcd for rcdc�clopmen� In addidan to i�s critical mlt in land assemblago, s�c city ca� also providc zoning changes artd public infrastructuric improvements in support of its xzdcv�lopment parmcrship program. ' The 5anth Mandalay Area Thc South Mandaiay arca of Cleazwater Beach is an area that is s�owly growing obsolete a�d �� desen+es attention. Most of thc area was bualt in chc 195Qs arid 1960s, and reflGCts design ideas of that � p�od. As the ares has a�ed, many of �c older stivct�tres and hor�sing have grown �" obsolete by today's design �standards and an bcginning to deterirnate. Thc ana is broken into . many small Yots (MQp 2), undcr diffcz�r�� own�rship, and the strc�s anci parldng layout is highly , incfficicnt. As a z�sult, it appcars that the Sonth Mar�dalay area mats the statc �aw r�quirements for �-- dcsignarion as a communiry rcdc�eIopm�nt ar�a. i l � .....� � i �i � i J � 4f mvre dircet concern for tho city is thc under-valuation of the pzoperty in South Mandalay. $y way of illustra,tion, sectvr onc (Map 3), which cxtends from Papaya Sa�ct narth to Baymont and from Mandatay Avenue to thc bcach, cuntndy has a total assassed valnc of $4.S million� W�lICh 15 lr,ss than half of the value (59.8 millifln) af thc DoublGtrce Hotcl that is diz�ctly south of this sector� Oil B�IDX1I17SiCiy �1G 51II1C S1ZC 51�C. By way of furthcr cxamplc, the newer and mcm modern 5t�cracon ar Sand Key is val�ec� at �u�e umes thc total value af sector one. In addiuon to the undcr-valucd proptrry, th� irtefficient smcet layout of the azea, if cornectcd, could praiucc highly �f r�Y+7a[M+1��i;�%1ri►�; ��iill� J w �:1� RiKh ;�•l�t;� 1; t.11 r � �� , . �� ,� � �h:, � ...� �� -� '.-i , -� ;. �� _� � =�, .; ��."��} . �� -� �.� ��_, , � �� ,�� 3 ;� � �*'�� i t {•� : �.+ .r•2�� . �w�ir� . �� . vafuable stu�r2us right of way whiictt wo��d then lx available for fiztur� devolopmenL Similar scctors within t}tis area arc alsa undcr utilizcd. At a minimum, redevelapment of this anea into modcrn� higher �alue uscs will significaret3y increasc thc city's tax bas�. Onc cannot Ioak at t�o South Mandalay area by itsclf whcn thinking about the �ong-tcrm future of the sr�ca, far it is an intcgral part of what should really be ioaktd at by the city as part of the `Clearwatcr Baach Resort Comp�ex.' In many respects, thc Soush Mandalay az�a scrvcs as the commerciai ar�a fo�r all the bcac� houls, as well as for the bc�ch ar�ea itsalf. Whilc the ceirrenc xetaa� mix is primarily ta�rgctcd toward tourists, the ar�ca's stores� restaurants and bars aiso scrve the Gxeatcr Tampa Bay markat Providing the ana with a stmr�g symbiatic raelativnship with the z,est of the island and the region. � 0 0 • • �r�r .,� x, r.� i �w�•• �� '� ,. :1 �� ' '.� � � �� E � a. � � � K�• , . ,=un .,.r„ .�+ 1 fR .::�. �� . •; � :• ., :�;� . .��.��J � � .�:: �,l .� �: . ; �:��' � : , �� ;.:li : •.r � •1,; �r ' �i M .�� s��: . � �t . ,I� � � � �: � l'� GULF ';�'r=:�/ :"' r . „•%1 � L .s ••1 o•r '.,�� ,�i��C�� it�lr� � •••;vr��' s :r�.` r ...� = i�%l ��*�1 f{. ��' l . ��, • r. � ' �. � �� y "i r z,r:r � r .'�•� I J i jtir 7 � yR � �:�' � I 1M . � �i,� 1 .. �� , ` � � :"�11�' � ., _ . .,� . Ilocation Ni�p � /. : I / A 1. . � .,.. , ( . / �► _ .�. = � ...�. ► ►� .. �►.... . ._.._..� ._!- �---�-� � - .. . ,f�� . �-r. C�18 35�. ;'.`= �864$0� � fr 5 ... !. f ,((�1j6_ ;�••::e ��7 s ��. .,: • .�ry � e �� K K . � ...,.��9 + i i �• '•~a _ . •�' •. lD � � : •._� �:� :� .�1�. ;;.a�••{� r2 ':�;:+. aaes� •.;r',c•. � .�a:` .�1: .. � e1�'� '.i' 2 •��M; ai .': � ` �. z: : � � _: � •� r• { : '' .' r.. �; .�••..• .:., �.:.K• : .��*� �� Lr,r��' �s��ti : _._.,.,�` . �.•�4R}.!:, ��„r ,, � j �' ..r� � � �— �f • �::.� i ._.�� ...�: .. s..�-. . . T- , � . � , .�. .�, GUL.� OF ,--. r i �uEX1CD ; ; , � � . � � � � � � , � � � � � , � � � � . � � � � � + � � , � , �_ ! �� .. �f 0 � 9.�� f �urrent Parce�i�ation ��-� S�uth IVl�ndalay A.�~ea � � 1'T �C. � � = 19135� .... ..� r864$p � r � .�.rr�t J Ir+` � , • I ► .�;:;... �; � �, :,: ,,�1� :, . � � _ y .. . T..r -♦ � ,��. f � � ' � ] cu�•r p-r. s-- � � MEXlCO ; ; , � f � � � � , , I � � 1 f 1 f f / �� , , r r i r r � � ! � I � f I 1 f f� --- � r-��. • , .�•-�._`.� :�_ -=� �=-r-� w.,•�- �'�'� __ �:: -_ _ _ ,_.�� . � �.� �� :µ••��» �-��:� � -`-�-� ',�.�-�:. � � �'-- .. � � .. �-_. �—� = ,; ��-�, -. ��,-�. ,�- =-`- � ,; �- �; ,''1-`�.�-_----'-'---�'_' � �_ �~-=�'.;- `�-'�'-_ �'� --_-� �:�``-:�_=� ��rr=� ^ = �_ ''�..�, • . " ' f' i+��4'�E �'� ��:�.. . _ �• C� � � 1 ., � z �' �asz� �+•�• a"'•�• P A P A Y A St . r . _ '° � f . 1?�::• iuhle Tree � �� e l 3 � � r �C ~ 4 � �+ °.60 �teo � "�� . � � � � � � � � � � � � � � ^ � � � � • r � .t .� � ��J +� �pL! in ! � �. n� ..�.�r � � to a r r .. � �_ - = f8t35�. � y w us.r -- � . � � ,-Gg $ �5 � �864$Q� � ° S r. . � � 6 .e..� „ .l �+ 't� �°. 7 � � �� • � $•_ 9 � � 10 � . f �..��. � i C �� o -�--- _ �z � �s� ---� •— -� . ,� a . � ;.a � , ' ^-s n+s� � � s x �i,�- . 6 I1 � � 7 � r_' a $ ;�,�_; � � 'iD} _ � . �.i,f Kfi 1 r -'-�'r �Q � � � 11f111 Assessed Value �ompar�son Map Three f R � • f • � I 4�' �F . ., ' r � �� ..�. • I � r ii �. � � � �...�__• .. � f ..,� � .� � ,� �� II. 4YERALL MARKET CONDTTIONS The piupose of this secdon is to look at tbc ovcrall market potcr�tia.� for tiie types of ases that cou�d bc expcct�d to locatc at Cleazwater Seach. Thcs� incl�de: resart hotel$, marinas, npper-end condomuuums and gcneral commarcialhetaal faci�iues. � Clr,arwat�r Bc�ch primarily serves and depends on two largc markets: tourists� who visit from outside tho region, and local r�esidents from tt:e sunounding four-counry region (Pincllas� Hillsbo�rough, Pasco and Polk) who also visit and vacation at the bcach. ,._� � r.-� � .. �1 ...� ,��.�,. �..., ,..� ,�� - �M� {M� �! �N: ..; Tow•ism The touris�n industry is always dependcnt on a numlxr of cxtcinAl factors, which ar�c usually o�tsidc the conunl of local governments. Tf�e avcrall ccanomic picture, exchangc ratos, sind evcn pttblic perceptions can affcct thc local market. Witncss thc big drop in tot�rism visitations to Florici�t in 1994. following the highly publicizcd tocnist murdcrs. Tourism has since reboundcd� �nd is now grojccted by thc statt to contiriue its slow growth abovc its very substantial ba.r,: af approxirn�ting forty million visitbrs each ycar. The St. Pctcrsburg/Clearwater �a has m�ainrai,ncd a fair�y stable percentage af thc stau's ove�all tourism, which reflects the az�a's csrablishai image �s a bcach resorc. Interestingly, in 1994, whcn to�rism was down across the stasc� tl�e local area's numbers edged up slight�y, which again xtflccts the area's nelative smtngth in the woridwide (espcciallY ovcrseas) tourism marketplatx. Tho sta�e Deparnnent of Commcrace is pm3ecting that tourism will continua to grow o�Cr the next scvGral years, which should also increas� tho ciry's taurism ncimbers. Pro,jected Tourism Visitors St. Petersburg/ Flarida� Clearwater� i993 1994 1995 �996 (projected) 1997 41 millian 40 million 41 million 42 million 43 miIlion 3.86 millian 3.9 million 3.9 million� �.0 million 4.1 million ° '� Flrnrida Departmcnt of Commen:e, Office af Taurism and Rcscar�h,19�6. ! 1 F.esearct� Da�s Services, Inc..1995. `�' �•Projcctcd by Flmida Planning Group. Inc. 1996. T� ,� ., � As this tablc illusuaus� the nnmbcr of tourists visiang thc azea is Cxp�ctcd to slowly grow by spproximately 100,000 additional peopl� �ach ycar. Papulation Grow#h � Qcarwater Bcach also servcs a regiona� populadan who periodically usc the beach. Fuelcd by thc ; growing Tampa Bay rcgional economy strong papulation growtll withiri thc rcgion is �xpccsed �o � J �► , s•sr�� 1 1 � � � ,� � � ., 3 0 eontinue far into the future. As the following �able displays, the region is expectai to add abouc 33,Ot)Q new pcople every ycar for the foresc�able futurc. Re�ianal Popu�ation Growth� 1�9Q 1995 20D0 2005 Census Fsrimate Pm,�cxud Pra�ccud Pincllas 851,659 878,300 914�800 948.500 � Hillsboraugh 834,054 $93,800 9fi3�700 1,02d,1U0 � Pasco 281,i3i 305�700 338,300 , 367,9Q0 ,; Polk 405,382 445,100 483,2Q0 5�7,800 .�� Totsl 2.�72,226 2,533,900 2,704,OQ0 z,864,300 ..._, , Chan�e 1b1,674 166,000 1G0,300 � �• Buraau oFFcanomic and BuSincss Rcsearch, Statistical Absuact,1995. • � , ..�..� ..,..r ,,.. ,s,., � ►w.r �.., �.? ,��► .� � , � ,, .� �_r __� In addition to the stmng population growth, the Tampa Bay rcgion, cantrary to state and national trends, will bxome slighdy younger in the futnre, as the pxapartion of aldcrly among thc ncw arrivals con�nues to decline. All of this bodes w�l for nc� bcach area, wha�e thc primary Yacal use�s of Clearwater Beach are undcr-4S houschalds and famiIies. Cie�rwater Mark�t Region Change in A�e Makec�p 1994 to 2Q05 Ui�(�C7' 24 25 ID 54 �YC:!' 6J i0i� 2QD5 $17,29], 1,45fi�199 5$6�$11 2,862.306 I994 74�31$ � i.Z�4,939 SZa,614 2,4$6�$4� Total 82,973 225,z80 66,x01 374,465 22.2% 5D.2g'o 17.7'�'o IOO.U�9'o Sourre: Florid� Statisticai Absuact, I995. BEBR. Fl�ared� Planning Group, Inc. 1996 As shis rable i�dieaus, the Tampa Bay rcgion is amacting an inc�+easing numbcr of youn�er families and houscholds� who havc th� highest propensiry ta frequent thc beaci�es. Income Thc city's mediari household income in 1995 is slightly lower than the ssate and county mediaas. ! This reflr,crs the high�r than averagc numbcr of netircd households in tho coxnmuniry, who _; gcnerr�lllly show lower incomcs aftcr reti�ement alchaugh these nouseholds have high househald � •� ; .�� i : � w'• �.�+� �,. %, r�� i w � �� , � � � • u ��wnrr �� . � X�vcls. Map 4 displays the mc.�ian honsr.hold incomes by ccr�sus �aci in 1995 and Map S displays ;� thc ar�a's household weaIth pattcrns, ; .. � �. �A;� lVi�dian Household Income i � . I9 95 2000 1990 Estunatod Projcctcd . �„� Clwrwaler 526,578 $�7,94(3 �z8,9A8 . , Pinellas County ��6,310 28,200 Z9,258 ;..� � Flarida � 27,5I4 29,7b8 30,694 ' j Souner: Clarites, Ir�c., I9A6. , ,.�. � ' r � .� . �y � - �� r . . . ' . . � Y� � • • 1 " • . � ' � . � ' ' , 1 7� � � �.� � . ! Jf .:_ j �.. ' i , L � � u� . .. . � . ` � : . , � � � ' � rY:e. . fl^� �., + A � IJa 1 ` • � � � �,,, . �. -. . . . .. . . , .. ' . .r.• . , . .. .... .. .. . .....,. . ... � 1 � E � � i i � i � ,., :a hity� � 3 I i � � �, , � ��1�."��• � � • • • �' �� . � ` � � � � .' � ��A.�. r iii � }'`r� � F-: � 1 � � � +}e1 � f. ' . �: ' 1 � i 1 1 �, , . ,�', . .. � 11 111 ... � • 11 1 1 f ,'�'•;. 1'. � ' '� �� t ' . � � ,1 �� .r i 7' ' i �' � I . �C'-" � ' , ' I �5..;�� •1� , � � ' � ,�, •�� ' '� . '��: ! 4_ `r � ',f:' _°�?`.;,. 1 :Jl'.. � �� ,' � , f L �;'.• �l?�,. � i..' � �! 1 r .��4'y,� �j; � . . `'=v;' + i:1. . � '4�,_ .� •�..1� �'•`•t•':'^». ` .. �.,r. •';�'• ' , t'• '' ` '-�'. � S. �.i.r;'.' , �' y- 7.�� i..:'.� •��.� 1`1 ',�,� . �'�� '''�'•ri� y�,'�~: � ` 7' ��',�11 � i•,.i ,�' .� ^ ^M ♦ ' S'°. � ,. Z• � + � � t:...~•4'.+,':•.~��``'�r��+� � , , ''ti�''Y..'.". �'1,'�" �'.�''',.•+ �� ati� � r ' ��':,'�� .�,�. � � . r '�.r, ' _.�, ;l�� '�� i'* " �'� : �: ,s.'.�y;, . . •. `�I";��i•��t ' t��;;`";. `. : +:`��`,�r;:�� ,' �rr�� ;'i�'�!" �.�,; �� ,� . �� :.,:��;:�� ..,'I�,'::::.,,.._.�;,�:.;:;, � .�� ;�� ,�. : i `:<<;.; . : ; � , . ��-.: . :: : ; ' . ' •�:, � .�. .•�. ;',:., •, � ,:�}�, , "�t . ��, j F. �.1 �. , ,:�. h:} � y'. . , � • , I�...F � I+ �,' .+ ��. .f' , `,.S •4! � .:� � `•1�� 5��1�' �� . . ' :f..,.�' �`I' 'f.' ,1:�,��: .��: .;� . . :;,`� ..�. s ,, ;,'. . .,:;, ..�.' ',� :.� . � � �' : � .. �� ; � ;';.�: :r��" •`,�.� ::..,.�•r1� . ;. , . :''' » �-•�' • r ,: .s... ��` t, •y� . »+'- , 1•.��'��.��'�-��i.l •��'�l� � . •., '■ � � � . ` �.. �I '.�' •t �11 • , I', '.,.,i ,1, ,j ..{�' '�� '1: �t� ..� . '�.• . .+.• " , � t � .r � ' �.r'. 'y 't,. � 11: :� . ;�� . . � <. ' ,E.' w ' `,. '� ;.,. �l; 1 �. ` `e'- ,::• . _ ,'� ... �� 1� � , °: i`.�'* �vi"' . -. . ' • ' 7� ' � ` ��' � ' `' ' '�;►;'• . • `�. � ,.� . � .. . .�, , . . . .'f' � ~� � -? �J. f�' /'� � � � — 1 f , ,'' ' '�� .� � � � �i � _� � YIY. QVERALL MARKET POTENTIAL As part of shis study, the ovcrall markc� potential for a numbcr of potcndal rcusts were examinr,d.. 1. MEd•ta�Ifgh End Resart Hote1 To say that Clea�watcr Bcach offers a wide ras�ge of rvom rcntal chaices undersraus thc arca's tr�e market mix. Its hatcl inventory ctrrrensly ranges from pri�atcly owncfl condos, through 1950 arid 60s sryle individually awncd matels {cornmonly called mom and pop motels)� to the nadonal chain resort and conven�on hotels, likc the Radisson at Sand Kcy. Depending on the choice, aveiagc room raus at thc beach range from $40 to $25Q a nigt�t. Off-season xates aze gcnerdlly 60-75 percent of the peak wintcr saasar� (7anuary-May) rates. Tttcn is a growing dichotomy in th� market's response to ti�e differe�t types of hotel 'pzvc�uct' c�rently offered at the beach. 5tatistical evidence is showing that while the iargex, primarily ci�ain hotels are doing axtr�mely well, with arinu�l ocevpancy races abovc the ?0 per�cnt occupancy r�tc Ethe st�ndard for � sncccssful hvtcl operarion), the stnailer o�dcr morn and pop operatians ar�c beginn�ing to suvgg[c, and some are seeing ari overail dccline in th�ar occupancies. � The St� Patcrsburg/Clearwaur Area Convent�an arzd Visitors Burcau has ari ongoing contract wittz Rescarch Dara Serviccs, Inc, to track thc arca's hotcl occugancy and :oarn rates. Whilc thc spccifics of the informarion gathercd by the Bureau an proprietary in natu�z, and thus nat availabie for rciease to thc gcneral public� t�eir statistics suppvrt this f nding. Tlac d�ffennce shau�d nor be a surprise in the context of th� hotel industry's marketplaco. While �' ��, overscas tourists still typically takes long vacations, the trenci in America is toward short�r, duze � .-' five day get-aways, However� both of shese markcts are becomis�g inereasingly influence� �y the `known commodiry concept�' that the nadonal hoicl chains arid resorts such as Disney �mbady. - With lcss timG, the avarage toc�rist is m�ch more likely to dcpend on a name brand hotc2 ar cvcn a � tour boat than to cxperiment. Thus, thc known commodiry canc�pt. w., �.,� In addition w th�ir ir�htrent a�dvantage,5 in mass mark�dng, the ehains also ha�e sophisticated ; m�thods of r��tworking with u�avtl agcnts, airlincs, and corporatc convendvn p�.anners ta enhancc ��•' 1:heir bookings. Singlc location apCratars rypically lack this nctwork. Dnring the last five years, the national hotel chains have also been cn�ag�d in establishing tiere� marlcet versions of �'� � ihemselvcs (high, mcdium and low price rangc) to cxpand their avcrall markct shares. This _�y stratcgy will sccal market share from local singlc stare operators. c .� � �.� � ; .� i .a These structura,l changes in the hotei industry mcan, that un3css a local motcl can cstablish a ave m.�rkzt nichc, ihrough the uniq�eness of thc product it pro�ides, or has b�ilt vp a follawing pf loyal customers, it wi�l have difficult time retaia�ng market share and profitabiliry in the futur+t. Additional r�adonal hoteis at the bcach wiI! accelcra[e this difficulry. Lacicing a strong cash flow� many of tho ar�a's smaIl moscls will uldmately bc ur�ablc ta upgradc ana madaniz,c thea operations� and will ciose or be forced to econom�caily cycle their bui�dings downward �o dGt�rioration and/ar abandonment, damaging thc city's imaga as a world class resart destination in thc proc�ss. Whilc the ongaing shift in the hospitaliry mazkctplacc, ar�d the strang showing of tizt arca's chairi hotels is probably well known within the hatcI indUS�y►, the current �ack of available waterfiront sites has cffectivcly prccludcd new devciogmcn�. Howcvtr, bas�d on tt�G statisdcal infarcnarion avai2ab2e, which combines ova�I hotcl oc�npancies with thc strang to�rism marlc�t {cspccially from averseas)� anti thc growing regiona� economy, tt�e bcach area could suppart un �ditianal SQO A A � 8 • S/26196 �. , ? higher-cnd resort hotei rooms, or at lcast twa addidaaal hotets. {�e incrcase in tomrism numtxrs *� alono suppott an additiana1350 - 490 rooms.) � � A�ong-range shi#'t af thc beact�'s notel market mix away from thc lowcr �nd af thc hotel rental warket towards the higher cnd has the poteridal to smengthen the rGSail and ztssaurant mazkcts within the area, as thc customer mix changcs ar�d per person cxpenditurc rates risc. Far examp�e, � bccause the daily expenditure rate for thc typic�l resart hotel vistto�r is almast twica what it is far $ small ur�t hot�l� visitors at highe� end hotels arc cxpe�ted to spend morc in the iocal shops and . scstaurants. � 2. Mar��ta � In 19$4, the Dcpaz�ment of NaturaY Resoe�rces (DNR) conductcd an int�rnal, statcwide study on ,� tha fitture dcmand for marina slips in Florida. DNR was cagnix�t that wtul� its cnvironmcntal conccrns with m�rinss wcre legitimau, therc was a growing demand for marinas that was noc _� being mct. DNR, now t�►e Dcpartment of Enviz�onmenta.l Fratcction (DEP), acknowledgcd thc neai fo�r addi�tional marinas f but stayed f rmly on thc side of the environment. 'I'�e dcparanent's -� strict p�nutting pmccss has rcirfforced the shortage of marina; slips throughout Florida. ; � .? _ ,� .�.� � - ..., �:�� .� 1�! �,�� T 1�� t;� � � ;� '� � � There wer�ee 42,�87 r�gist�rGd pleasure t�osts in Pincllas Connty in 1994. Of pazucular interest an boats over 2S fcct in kngth which a,rc dif�scult ro transport. lficse arc the boats most likely to bC berthzd in a wet slip. Thus, whi3� DEP estimatcs that 11 perccnt of all plcasurt boats will bc wet slippul, this numb�r rises ta 67 perctnt for all boats over 2S ftc�' �'hcr,c are 21,043 boats ova 1G fcct long ar�d 4,692 boats ovcr 26 fcct r+cgisurcd in Pinel�as Caunty. By comgarisan, thc statre tstimates that therc are approximatcly 3,500 ta 4�QQD mazina s�ips availablc within thc counry. Thus. a strong market for addidona� marirta slip� exists roa�y, ana wi� continUe to exis� into th� foztseeable future. A strict permitting process does not complctely pztclude the constivctior� of a new marina. Based on discussians with cities in similar situadans, in ordcr to succcssfully �xpand thc n�m�er of Iocal masina slips the ciry must develop a mastCr pla� for marina expansion for all of Clcarwatcr Bay. The ciry must alsa be willing to comply, on an �ngoing t�asis� with DEP's 1Cgitimatc anvamnmental concerns. The city's existing marina, on thc south sidc of SR b0� is immcciiaiely ad�acent to ti�e South Mandalay area, its Iocations is advantagcans bccausc thc city may be able to e�cparid tt�e avai�ability of c�oc�dng sp�ca by adding addipona� slips, rather than building a now marina. In addiuor� ta the viSual and pmpcny value er�hanccment ttiat a marina providcs to a watcrfr�ont activiry zonc, additiona� slips and docking space also bring maridme customcrs to thc arca's commcxcial estab�ishmcnts. 3. Housing The strong maricct for watcrfzr�nt condominium uruts in sauthwost Florida (including the Ci�arwattr aiza} is beina driven both by thc continued su�eam of retirecs choosing to locate in so�athwcst (rmsher than sautheast) Flarida ar�d by a growing number of foreign (prirnarily European) buycrs. Th� state projects conti�ur.d growth in tiiis market far into the futur�. For ti�c past five years the ciry has permittui th� construction of an annual avcrage of �00 higher-end condvminium units at the bea�h. Howevcr� condomini�m dcvclaptrs are now in a similar situation w potcnti� hatel d�vclopers, facing th� �ack of availab�e, buildable sit�s. Thc l�ck nf availablc land will cantinue to hind�r hotel and condomirtium dcvclopment. � +�►�r..� . �• � N •�� M � .� � � � If thor�e was availabte land, the city could expcct ta sce the conrinued cons�vction af simiiar type lux�u'y condomiztium units at currer►t levei� weli inta the foreseeable future. This market d�mand cou�d s�pport the annual cvnsnvctian af cwo l2Q [0 150 unit mid-rise buildings for the next fi�e y��. 4. M�lti-LTse Cammerr�allRecreattonAl Facilities Thc muldpliciry of ownership� and thc �d-hoc devolopmcnc pattcrn in the Soush Mandalay area, �-`3 caupled with the lack of and stmng watctfmnt commercial focvs, have contributcd to res�raining j ti�e neccss�y coramer�ial madernizat�ar� a�d growth that the area needs ar�d cot�d support. As a result, the current commercial tnarkei mix is facused on the local commvn denominatar. t3ia touris� � ..� � ..� ._.� ..., ! r . �� .� � .., , . � i ,.� �S �' i °' t � 7 ki ..rf Wich two million visitors a ycar, and servir�g a two and a�alf millian pezs�n metropolitan arca, Cleazwaur Bcach mects Yhc basic demo$raphic ariteria for almost every chain restaarant ana spccialry iztail outlet operatiag in the c�unry. The faciliues most likcly to find Clearwatc�r Beach attractive w�li bc those that i�ave saccessful�y operateci in existing festival marketplace watcrfront venuc typc operatians. However� the disjointcd develapment pattcrn of thc aira pr�cludes tiie nr,�rssary symbiotic rela�ions�ip from occurring betwctn ttst I�otcls, restauranu, shops and enttrtainment vcnves, �i� of the major undcrlying dcsign considerasians for thc redevclaprncnt of the araa is that the ciry must `design in' the cross conncctions that will link togeth�r the existing and new cammencial facilides. This �inkagc should ix capicd frnm the most succc�sful fcstivai markctp3aco ccntcrs. If the discnict wc� arganiu,d as a singlc r+ctail �nit (even if hcld in tiivcrse owncrship), and }aid o�t in a moro convcntianal, symbiotic manncr (espccially if mrnt facilidcs were arientcd towards tiie Gnlf pr bay-frpnt) the ar�a has � significant uru�ealized markct potential for ac�ditianal comme�aal facilitics. Ncw commcrcial deveic�pmcnt should util�zc thc fi0/Q0 rul� of thumb for festival rypc naarketpIac�s� wh� 60 per�cent of thc new space iS udliz�ci by bars/restaurants as�d 40 per�ccnt is retail. intcrestingiy� increa.�ng the number of resta�anrs and shops az the bcach will have thc �CCL Of 2I3C�CaSIIIg �1C �]USIt]CS5 fOT QII LZ1C �L151i1C55C5 LhCI'�, by creating cnough critical mass �o makc the area a`destination' in thc cycs af thc rcgiona� marketplacG. A simi�ar patential ��cists for th� area's local/regiona� commercial maricets. At presern the aiea has not yct made itself inta a true `day trip/weekend' destination for the in-Florida markct, lik� a St. AugUStine, Cet�ar Key, or even M� Dora. Svch an addidon to the axea's curitnt maricedng focus could significandy expand the scope of sha arca's o�crall maricec potential. Additional rest�urand shapping/encertainmenc apporcuniacs ac thc bcac}� would a�so hclp througi� their symbiobc relationship io strcngthcn thc ovcrall tourism and hotcl markcts. � A � � . l0 • 512�l96 � .� �� ,,_i � .� � � �_.., � :-..... : _,� ., ...; i � c � � �� _� � � . � rrr xV. �tEDEVELOPMENT PQTENT�AL As notcd in thc introduction, cvon i,f a market exists for a panicuiax type of use, unless thera is a sita avaiiablc that mxts the utique spatiai/Iocational requir�cments of that usc, and th�t can be acquir+ed �tt a eosc that the now usc can af�fiorct to pay, then raievelopment will not occur. Thc ptupose of this scction is ta cvaluate ii the existing arca can meet this ariteria The Pincil�s County Praperty Appraiscr's data f ies werc accessed to develop thc tatal appraiscd valucs of the various ciry blocks that make up th� South Manda�ay area. As Map 2 illusnates, the pr�ject ar�a is currCntly divided into many small piec�s of propeny which, would necd to bc pumchasori tv ass�mble a sst� �argo arto�agh for any major new de�clopment ta occur. Although tt�e appraistd value is often a good indicator of a prnperty's current vAlue, under a condemnatian sccnario� fair market valuc, busincss or residondal �locatian costs� sitc clearing, appraisals� lc�al, and adu�inist�rrative costs all must also be includcd if a r+�alistic estimate of the �otal acqcusivan cost is to be madc. . �n addirion to the asscssed values. a visual survey of the arca was made to identify those properties and businesses (Bamett Bank is a goad cxampla} thac would be cxpcctcd to stay in the arca under $ny redevcIopmcnt sccnario. Using this basciine cri�una, thrx stct�ors of the SoUt4� Mandalay ar�ea appear to hava ir.dcvelopment potential: sc�sar one, which is thc �ta�h front praperry north of Papaya Strx� scctor two, tha bayfront property £mm Mariannc Smcct (SR 60) to Papaya; and scctar thrGG� chc bayfxont fmm Papaya to Baymont Sorcc�. Mftp 6 illustrates theu locations. 1fie followi��ng tablc tstirnatcs tha acquisition cost of tha privatc property Ivc�t�d within these sectors. Estitnated Total Acquisition Costs Area Low Ran e Hi h Ran e Scctar One: SCCtOt Two: Sector Thrcc: $ 4,70D,p00 $ 3,St�,U00 .�� rf� $ 9,40Q,QQ0 �� i� � 5,200,U00 In arder to s�ppors such high acguisition costs, ar�y new davalapm�nt will obviously neod tia insensif'y th� usas on the property. Howe�er, txcause thc.ne is cxecss road righc-of-way (Map 6) within tho area, the city gains this valuabla real cstate in a ndevelopmcnt scanario, which Ytduces tho ovcrall acquisirion cost on a per acrc basis. Tiic following table displays this nduction. • ♦ Rir � 71� - �, �-.w �- ��f� '""1 , 1 � � ,� � � _,� 4 .N� � �, � � .. ;�� .�. �� i� t-1� r.� � , �. � .� � �� J � � Cost per Acre Area , . _ Acres _ Low Hi�h Scctor Orzc �ow Tpta1: Scctrnr Two ROV� Total: 3.?99 �1.2� millian i,o�� $ o 4.832 $097 milliom to 4.109 $Q.8fi million a.954 � 0 5.073 �0.70 millian ta Sector Tltr�a 3.57p 50.73 miilian ROW U.689 � Q TaLal: 4.259 50.51 miZl�an to $ 2.38 million �o $ ],.27 mtllion $ 1.73 million � 0 S I.23 millian $ 1.43 million � 0 $ I.�9 miZlton As this table shows, including the excess right-of-way signfftcantly reduces the overall cost of the properties on a per acre barr's, maki'ng furure redevelopmenr financially fecrsihle. 'I'l�e ncxt sup in the fcasibility PraCess is to estimacc whether a single usc, ar a combination of uses could a#ford to pay these priccs far an assembled sit�. Note: It is a ruie of thwmb that land costs should g�ncrally not exc�ed ten perccnt of thc ova�all comm�ial praject c�st; however, in bea,cE� settings, the intrinsic valuo of the prop�rty f�►igh�ly skcwGrs this rule. Sector one is a prime location for �rn ocear�iront re,ron irotel. The approxinnately fivc acre site would provid� enough roam for one largc hotel, inciuding n�ccssary on-sitc parldng, or two smaller hauis with suvcturcd parking. Uplizing campardblc land valucs at othcr beach fron� hatels in the anea (sce sppendix), and assuming that the total complex an chis pa�c�l would contain 45D rooms with supporting cammer�i� faci�ities a�ong Mar:t�alay, a pmposed ncw rtson hot�l dcvcloprnent could support the acquisition cost of this property. {Note: A smaller hotcl eould aL�o be built on a partion of this site,} Cur�nt densiry levcls for this area wauld allow an appmximately 3Q0-nnit hotel to be �ui�t on thc siu, so somc incitascd densiry allowancx may ncod to be considered by the c�iry as part of a futu�e recieveiopmcnt pragram. Sectors nvo and three appear to be prime Iacationr for rhe construcrion of two mid-rise condominium developm�nts (approximatety 300 units in total} in comhination wirh waterfront commercial faciliries. At curncn[ (or slightly hig�a�) densitias far this typc of de�elopment, and assuming that significant emphasis would bc pla�ed on siting cammcr�cial wat�rfront out-parcels, these propased reuscs cauld support the acquisidon costs for these sectors. (Note: This area could aLso be davelop�d incz�mentally.) As with scctar onc, somc incrrase in ciensiry and i�tensity of uscs in this s�rea may bc necessary in ordcr to increase she eommc�rcial opporturuties avaiiable, and to pay for the acquisitian and dcvclopment costs. In conclusion, the redevelopment potencial of the Sotuh Ma�rdarlay ca�r rneets the three condttions for successfu2 redevelopment: (�) it mxts the ciry's overa�l dav�lopmenz plan for thc area, {2) a marke� exist for tize U5C5 envisioned, and {3) thc land that wou�d b� neetiui for futuit redevc opmcnt can be acquutd for a cost that the new uscs can support. �.�rr•c•lar��►1;�rrx� ��1,��nu+n:r�rY�n�x+i>>a�� . [ �'� � �. , .� ,. ' � � � � � i 16M� GUL�" hrEXICO f �� ,, � j r i �! f.�l i ! � Potent�al Redevelopment Areas �. . . . t . . ,� J.,. . , j . � � !rt • w � � � ► . � . , � � �18�35� .,. � �r 86A80� 0 Map Six ..�� f ,, � � wy G'Jt,.F �� JI �� F , � ! I�CZCD� ; I ; �. � , �, �� !I�( . I j,� � I � � � I � �� , li.:l �w'� � .� �� = j �sa r�, _ - . ao "� i a � ,00 �� •, � ....� �.��.r i c •�� • � ' ,...1 � ��f0 � � �,t �� x-'� ,:j_r -�� .� � � �`�� ..3....� � 1 r �=�� '- f �` j • "��-- � L• l�-�-' `4•�- ectar e ` � j�'n ` f.:- -'�ei�—,,,� .. � ' ' `�! 1 _,- � l� � 11 —�"`�+i �.wi �• •��,;i� IZ � �+�? � � •" ^��.•� `� , ; i�� f ��",'"..��I t` ` Q `�ZSI r `� � - � - f �, .:i � fao� ►� +." 'ru"' i:P A Y A : �...�------- • r� / �r4 � Ry 1 � �C « it��M 1 1 �� f . � . .�.... . � �, . �_ �: � . r ;, , ��--_ . �';,;,�-�=��r � �� ` s ` � � � ��y� jr f�! �I c� ; � a.so .� 4� . i � � �� . � I �_ ..y _- - ,~. , ,. � _ �+ � � `�� -� W � `_'�rl� =r + U7 c it... . . Z z" �3� , i -�: «� a � -3s - T - � C � . �?a. _c_ _ ' � Potent�al IZeparce��zati on IV�ap Seve� R � ,. �. . . � • . � 1 : I � ' - ► ► ._�_._.�.�: _I , . i ti•i+lI,� � �r I � .r. lr�` • .� f f ��'�II� �� 1 �� . ..�j f rr , r ` ; ..� y 'a+. �� ! p�a �+wl'� F �. � � � �.;� `s • • '�" ��c� + C 4��-•• t!'r �i� ? ��. ,r a - �„ �'1 {��,� 7} li � t�f 3-��W ��i r'; � /� � �� 3��! � V1 � '� y i.� �S� � f i , ,� -�;,1 �� < `` ��' , � ,1•'._q� i' � i : ��r � I� tLA •r r � �i� � t`. •��' �I � - �• i '�i1,�•..'_ , � � „_;_, te � � • �• :•• � � � (� . ..r�� x; , � I jJ iY �� 'y. y 'I'`� � � �- - ��Jy � 'i * � • ""+r �� —t�: '� . 1 - ;r`.` '� � �- i � Ss • �' �rar � G,1L.F `• ' � � J ; r"'zg� ' � •�. � � • •. . � ,. • N r �F; • � � •. � • � . � .•�r � �x�ce� ; , . � ,......,., �, . � +. , �� : 1, � ,� f ., , , ....� , ,• ;�� ::�i 1 � � o_. • , , �'� �.a 'J � ' ' •f , ,` ' M 8.6o dr�o i`f � a, `� ' l � `�i �r r �! • � � • ! r ' ' r t� � � �:.. " -____..rr__�� . �, ��. � .:�� _•_� ,� ,� ��'�ti�� ,� , _ � .s is s,;.. � � i� � _ �� x � / —__��"g i ��1� �� r� � ' � �-�- -.��-_: _ .. _� � � . �.�..:, j �+ •� �w ir : -'� rr., � S. �� y, ��+.r i�. � �~r � .�+-! Lj C M�, •�� 1 Z L r�. - c�� .�� ! ~ �� _ �?�.. I`. _ � C e r� ' IM�r� *y� b !.r.��' � � � � . � � � ,•,, r � ,'Lc.��' .� �•'��,�' : 1 + ;� C �' � ":.. % C' . i ,r, f.. � ,.. � � `�. ��t � _ :' ' :: 7"�� lpF?�i i+dL. , � ' •� � :7 .,r . • �' . � 1 1 . 1 ► .� . ,�. ��f ��• � � � �� :�.+.. � /i1�� `�; ��:�. , � Y �• i� � � 1i�CCJ��i..., / / / L: ��nerax Dev�Yopment �oncept . . ��1 � .� � . . . f I A I_,.i � w" ' A I s .; J •,. ' � � . .•�� , � ` 1 " .. ,:. � ♦, t,�•,• — � , •' .� •?.s ;• � �. . . r � ., •'� . 1 . ; .,, �,• • �� • : ` . • ' �•� .... •�� i4 ►� �� .� ��: +.�� ., � r� � ;'Ji �•. � � � r•``,`'' '•r .,, ,:. �•.. ,.�1 Map Eight � � � � �.., . � .J �� 1�� I ��i��il�l�l�� v . VALUE-ADDED STTE AMENI'T�'ES As pazt of this study� thc 'va�ue-addeci' ,potential of a numbcr of cxisting and proposcd site amoni�cs w�crc lookcd a�. These site amenitics co�ld lx bvilt by t�e city or by a devGloper, or cvcr� sharrxi. Z'he purpose of this secuon is to tvaluate some pounaal am�nides that would smengthen the attractiveness and property valucs of the area, 1. Civic Center Relocatian Thc city's old civi,c eentcr is jocatad on one of th� traffic islands th�,t separate tha cast and west is��es of SR 6Q. Thc nce:d for this f�ciliry is redc�ced, if noc climinate€1� by thc r�aw Clcarwatcr Bcach Rec�tation Cerner and the improvcd �essibility via t�te ncw Clearwatcr B�ach Bridge to thc Sailin� C.�nter of Sand Key. Tha ciry should demvlish this ssructur� and rep�a�cc ic with anathcx use. The city may wani to considcr rclocaring thc US 60 corridor to a singl� sidc, freeing the current � underutiliz�cd islands for comm�ncial deve3opment, in conjuncuot� with a South Mandaiay redevclvpment pmgram. ._.� } -_ .� 1 ^ �� _.. .� � �� 2. Landscaping and Streeisca�ing The value �ddcd to local pmperty values fivm str�ctscaping and landsca;ping has bxn so successfully proven� in sa many venues, that its importance in new dcvclopment and rcdevclopm�nt is now a givcn. The entirr Clcaiwat�r Beach azea should t�ave a unified, c�eariy necognua�te sarcesscapel�azidscaping laok that rarries over into tsoth the perb�ic and private sector. O�cc �gain, the impt�rtance of appoara�ccs is a crincal determin�nt for how people view ari ar�a. By way of examplc, both Miamu Bcacf� and Fort I.audcrdalc liave invcsted hea,viiy i�n thcir public lar�dscaping arxd stnetscaping Pragrams• . Althoug� it is outside tho scapc of this projcct, there is also a neerl w xeexamine tt�e aaffic flow, thc important pedestrian flow for the who1G beach ar,ea, 5idcwallcs, in a numb�r of ure�s, �ecd ro b�e widcncd, and whcrever possiblc, covc�td. Although she arca handles a iarge amount af �affic on a roudne basis, thc transportation patt�rn needs to bc redesigned to facilitau pedes�ian trnvel as much as possii�le, espccially in off-peak and weekend situadons. The whole system of roads, �idew�lks ar�d parlQng necds to bc dcsignr.d to ix flcxibic enaugh so that it can change to suit t�e par�ic�ar uscr needs (bot� cars and pcap�el that will vary with thc season, and even rhe time of day. While the city can advpt new dcv�iopmcnt standazds to effect gradua� changc over time� in order �o cnat� a dramatic c�ange, tEaa ciry should plan to Iandscape and su�eetscape the whole �icaiwatcr Scaci� camFncncial resart aita, as well as thc South Ma.ndalay arca.. Whilc somc of these improvemcnts �an be made concuntnt with new dcvc3opmcnt, genual strxtscapc improvements will cnhance thc existin� value af ti�c a.raa, and should pr�cede irrespcctive of rec�evclopmcnt pla�s. 3. H�rbar W�Ik A continuous iinear park, a1,4r.� thc harbar from 5R 60 north to Baymant Sn�eet, wauId ba a major prerec�uisite for opanir�g the: i�arbor to commerci�l developmcn� AS j1D[CL� li] �1C I11�Y�CCL 5tl][Iy pa�rtion of �is report, this ar�a would bc an cxcx�lcnc location for tiia addidon of a la�gc numlxr of boat sligs, and a gedestrian �cccssway wo�ld servo �his usc as well. Monc important, this would pmvide a placc for p�apie w gathcr co�ett�er in a bcautiful setting. By way of camparison, Fort A A A r , 13•bi3146 � � 1 Laudcrdale cstimat�s that its harbor walk brings an addidonal one millior� visztors � ycar to the ciry, �This aznenity wotild cast iri the $3�4 million rangc� includirig thc add�idonal marirxa siips tl�at would . . be consnvcted. � � �-J ..� _j ..�„� � �f t ..,� „.� � � 4. Pap�ya Street Pedestrian Ma1VBaytnont Street Waik Papaya snd Baymont scrve �s the two main eastlwest crnss connecrors for thc area, and sho�d not be closed w vchic3e �rnff'ic. Howevcr, bath thGSC sntots could have thcir sidcwal3cs wideued so that they can servc the very imporcant funcdon af providing an inte:tsting, at�,,ctivc� pcdesuiari cross-aaanection betw�xta the bca�ch and tha bay. � 5. Additton� Public Waterfront Parks Thcre daes not appc�x to bc a need .�ar $ddirionat public recrcadvnat ar+�s in Soq�h Manda�ay. ThC bcach is cu�ntly an undautili��ed asset, and thc np�a space on both sit�as of the Qearwacer Bay causeway curr�ndy mcet the need for this typ� of amenity. 6. Outdoor Commercisl Recres�t�an In the city's utit�al �r+�dtvclopar..nt plan cnvision�d ud]izing some of thc ar+� for �ow density, famiIy-anicntcci outdoo�c c�mmc�cial �tion facilities, such as a muuanu�c gol£ coursc faciliry. While thc addition of such faa�lities is certainly desu�ble, tiiiES rypc of oparation c�nnot support thc high iand acquisition cnsts that the radcvelopment of' this srea will �quire. 4utdoarr comma�ial recneadan faciIities arc certainly needed as the beach, but these uses would he bcitcr situaiod on underutiliz.�d pau�cels, clo�r to the bcach itsclf. 7. Public Parking Garage The city is wisc to insist that sh�e be a mazket for a ssructu�ed Paridng garage befoie constructing one. At thc time of this report, th� city's consulting er�ginee� have prajoctcd that thect is ctmensly noE a nccd for a public parddng garagc ui this azca. This may not p�oc�radc thc nccd for suucturcd parking as part of a mora intcnsive itdcv�lopment scenario in the futur�c, at which time thc city may find it cast-effe�vc to pazdcipatc in a jaim venturc to share spave in a garage with a privatc devclaper. M • � �� " �• ►• � � � w�� . � + . �� . � �'',. � .: � � . . ��..� � .. � ' ' 1 ° • i xi, � , . .'.r.<. � � � . ., . � ' . . . F, ' ' �-.. . .,. . .. . . . '' � � � . . � � .. . ' � . . . � �/�, r • ' w . � �W e�S' � � ;� � . . . . ' . . . 4° ' . ' ' ' . . ' ' ' S � �� . . . . . ' . . . ' ' . � • ' � ... + � � . . • ' � � . ,. ' i' ' ' , ' ' - ' ' ' �� . � . . , � . ' . . r . . :� . , . � . +jl� , , . ' r ' '� . . . ' . � . . F� . . '. ' , .. . ., . . . . . '� . � , ' � , . ' � ' . t, i . . . � , � . . � � � ' ' � . � ' ' • • ' ' . .. ' . } �. , � , � . . . .. � . � . . � . ,r, .'"�� . . ' . . . . . . � 1 . �. �.3 , . , , . � e�l�1X . . . . p� ..-:�� . - . � � . . . _.t,� . ,�� , � _� . , . , . .�. . � _.� .. . . . . ::� �� . ; ��. � � � .-� ,i S . -� . ' ' ».-7 . . . . . ' ' , , �..�� .� ' . . : . . . . . ' . , . •j 1 :�� . . ' . ' _ . �� 1 1 � . • ' . • , . . ' . 1 �r •� � ' � � , i ' . . ' ' t ' r,,,,� • . , , ' � . � • • :� i=. � Florida Planning Group, Iac. ,. f � . . , . . . . ;:. . ��- � . � � � 3 : i i� ►. il� �"'� ..."' . . . , . � ` APPENDIX CUNTENTS :� UNE Ihoperty �lpgraisal Report Aata for th� 5outh Mandalay Area !.��.� TWU Ciearwatcx Market Re 'on, Change in Agc Niakct�p, 1�394 to 2005 8Y ,� .." THREE Vc�ls Rcgistcned in Florida, FY 1994195 :� . ,{ � FDUR C.a�mpazablc RcsoTt Hottl ValuesJCondominium Valurs • �� , ,- FNE Househo�d Agc by Income Reparts, l990-95-2D00 .� . ,. „, . . .� SIX 1995 V'isitar Profile Roports - St. Petcrsburg/Qc.�rwatcr Ana Canvcntion and Visitozs Bureau J�{� , . Y; � ...� . , J �� . , �. � . � � �s.e� � �. � '� , . :� � - F,� ' � �•:. � A � . � 0 � Slwail . � APFandix � '� Ci#y of C�earwater ;;� South J'Vrandaley Redevelopmenf Area Property Appr�tsal Report � Sect�or �ne: Papaya to Baymorr� Mand�Iay to Bea�h c � To �larf�at � Co Fia rm MxorM ? d urrc n� w aubd� �npwc ,xe,r co� • Y• P. �ctlon v►�wn l.ot .1aat Vak� Va!►M Approad� � B �15 �94?8� 1&'188 ,OOQ ,00�� S 191�30Q S - , C,15 2g OS, 163$8 .000 ,0090, S 31$.80d S �.5,200 M, � D,15 29 q8, 1B398 .000 ,014�, S 438,Ba0 S 29Z,400 M, E,Y5 29 Q8, 45398 �pQO �0190, S �4A9.10Q S 284,90� M, F' �ZS 29 48. 16398 ,QOa ,OZ9Q� S Z�S,'S00 S , �.. G,'15 29 Q8, #6398 ,qp0 ,C330, S 2a7,700 S 195,000 l, H,95 29 C9, 1$398 ,OOD ,039Q, S 98,900 S 52,10D 1, (�Z5 29 Q8� 96398 ,000 ,04Z0, S 85,GC0 S +�2,500 , J,�6 2� d8� '38388 �400 ,0430. S 692.300 S 491,800 � �r ,� K,'!b 29 O8, 96398 ,OGO ,04Si0� S 187.dDD S 8,800 , N,15 29 G8, '�83g8 ,Q00 ,OT20� 3 10B,30D S 275,�Q0 I, �O ,'['S 29 08, �8398 ,000 ,Q740� � 2'l2�500 � - � �, P,15 28Q8, 1B3S8 ,000 ,OT�O, S 1�6,30� 3 1fl7,800 � . �,15 29 08, 96398 ,OQQ �OS00, S 2Z2,S00 S 310,200 1, �,�,,,�� R,45 29 QB, �6398 ,OOp ,aB�Q, S 52.300 S 21,�Q0 , :�tiy,y � R�1S 29 08, i639B �000 �0850� S 28�100 S 40r10� If �� `� 5 ,75 29 QB. �9251 ,O(?Q ,�01, S - S - S,95 29 08. 29231 �000 ,OOiO, S - S 3�1D,700 � S�'!5 29 08, Z9i51 ,000 ,OOZO, S = S 193,BOD S,95 �9 G8, 29251 ,OCO ,0030, S S 190,7'00 S,95 29 08, Z9251 ,Q00 ,OC140, S - 3 193,800 „�, Tata1: S 3,651,8C0 S 2,83fi,500 � ._ � --- l � � 1 �,,.� w� � � � k� E�timaled ls�d 3,?99 ROW '1.033 � Toral: 4.a3� Rfm�i�dar of Block A,95 29 08, .16398 ,DGO ,OQ1Q, Z 516,0(3Q S 453,3QG 1, L,15 29 08, 16398 ,aDO ,053D, S 2'1�4.20Q S 1�i2,800 M, M,15 29 Q8, '�8398 ,QDO �C57Q, S 3TB,300 S 231,7IX1 , � 1�108,800 S 827,80� Ci�nrv�at�r B�actt ,15 29 O8, �.22p ,D10�, 5 Z.6L3,3G0 S � , Oaublo T�e Hobei 5He • ,15 29 08, 0,Z30 �0�04, S 6,630,000 SZZ,�L4,�00 !, P�qa 1 F_sst#maad Yalt�a S 1S'1,300 S 318,SOq S 43B,BQG S r489,�Op S 185+iC0 S Za/ r7� S 88,900 � 85�000 5 892�3Q0 5 387,ti�0 a z��,soo S 212,500 5 907,800 5 310,Z00 5 52,3a0 S rW.'f00 S - S 190�700 5 =93,800 S 19�,7C]� S 193,840 S �i�70�I.�W � 0 � � .� .� �� Shen South Mandaley Redevelopment Ar�e Propecty APpralsal Repon ^� Sectnr Two: Marianne to Papaya, Potnsetta to tl�e .,�� c Ta ° co IV wn d uee �q s�d aunai �,pti.a,r� �-• y� q�ae3Jots v#iioa l.ai .Zuai Value Yalu� ,45 29 08, Z592 ,OOZ ,OD'!0� S 237�400 3 232,90a ,'[5 29 08� 25�2 .OQ2 �Oa+tO, i 'l�2�G00 i 85�000 � ,1S 29 OB, ?,.i92 ,002 �Od5D, S �SB�404 S 38,840 ,15 29 �8, 259� ��Q2 ,�4?0� S 78.2d0 5 7�,904 ,15 29 OB� 2592 ,OQZ ,406Q, � 78�2Q0 S 3�600 ,95 ?9 08, 269Z �OOZ }Q090� S 756,400 5 149,80Q :, :�� .15 28 O8, 2582 ,D02 ,D1'S0, i 78,2D0 5 69,204 • �'�52909� 2592 ,G02 �4'1ZD� S ,12�8Q0 S 819�2pD �15 29 08� 2592 ,D03 ,Q010, S 19�,340 S 78.500 -, � �'!5 29 �8� �592 .003 ,�020, S 7T0,000 S 'TQ.'�00 ,15 29 4$, 2�92 ,003 �0030. S 301,OG0 5 121,100 ,i5 2908� 2592 �D03 ,0030, S '102�800 S '�,�00 ,� �1� 29 08, Za92 ,OD3 �QOJO, S 335,40� S 223,800 �...�, �15 29 08� 2592 ,OD3 �Ot00� S 1T7�BD0 S 119,800 " .15 29 08, �aS2 ,003 .0120, 3 '1GO,OQO S 14,000 �..�.15 29 08� 2592 �W3 ,D�30� S 2ZB�T00 S 43,300 .15 29 08, 2592 �403 ,q�40, S 3d��QDO S 'i73�600 �-►'` 7otal: S 3,3a0,50q S Z,S83,300 . . I� �� . �� y I � � Estfmated Lar�d �.1q9 RGW 0.984 Tolal: � S.qT9 ,_ `, . ' �� 2 . . �, `.I '._ . . � � �.� , m Sh�et1 Clty of Clearwater South Mandaley Redevelopmenf Area Property Appralsal Report i� ,.�� Sector Three; Papaya t�o Baymont, Polnseita t� Bay c � To r�4artr.s ,„. ° co Ra wn beo�n� � ant np sh1 E�bd3 1a�pl�d Jwt Cost Estimatad �.• Y• P� �cslon rls�an Lot Jurt valu� Ya1u� Apprn�cb Value ,� ,�� s os, ie�� ,ao2 ,co�o, s �rs,Qno s 2oa,3ao t, s zas,aao ,,�; ,i5 Z9 08. 16434 ,dG2 ,0424, S 139�80G S i9,600 � S 159�800 , ,15 2B 08� 1843+1 ,002 ,DQ21� S 144,600 � Z,3Q� , S 144�800 ,1� 2908� 1B434 ,Qp2 ,006�� 3 15T,BpD S "93,700 � S 157�800 ,15 �9 08� 16434 ,OD2 ,0080� S 45,9Q0 i 21,000 � S 45�900 ��'�� 13 29 08. 1643� ,002 �OQ81� S 3��80Q S 13,400 , s ao,eoo � ,�s ze oa, �s�e .aax ,aoao, s Ts,�oa a �s,00a , s rs,�oo `� �15 29 Q9� 1G434 ,002 �G104, S 157,�fl0 S 139,700 M� � 15T�S00 •�.,a ,�S 2908. 16434 �OQ2 ,012Q, S 75,4t)0 S 8��00 � 5 75,40G .75 29 08� 16434 ,002 ,013a, 3 78.2fl0 S 8'�,24D � S 78�200 .:,--� .'IS 29 OS, 16434 ,OQ2 ,0148� S 75,440 i 32,30D . S 75,400 z ,'15 29 08, 18434 ,G02 ,i1150. S 102,OQ0 i'�53,000 IJt, S 153,000 .°� ,'�5 29 G8, 1B434 ,003 ,0050; S 9.°a2�5G4 S ��800 M, S 152��00 ,76 2908�' 1B434 �003 ,tlpBQ, S 305,000 S 35,OD0 M, S 305,OE1a 5� .15 29 08� 16434 �043 ,0080, S 268,80G s 38��00 I, S 266,900 �'.....r � ��5 Z909, 16�34 �003 �OZ00, S 3t4��i3Q S 21,100 , S 524,6Q0 Totai: ; 2,421,30Q S 1,047,900 s 2„399�74Q 1 �� Esttm�ted Lsnd 3.510 RDW 0.689 `...t Tolal: �.2i� .'"i � ,. ., . �a �t ..�� , : �;} � �l . r . � , r..� � � '� � .� � ,� . r�t . � , Ppe3 � �.+�ux:w.�,r.::s.�.��... �...... ... , . ,. _ . . .,.. . , . . , . .. . , , . . . � � . . .. . . .. . .. . . � n l . . . .._ . �,. ..�. ... . .. . . �...: . ;,- , .. {� t �� N ;:,i 9�st� Clty of C�earvvater Souih Mant�aley Reclev�lvpmen# Ar�ea Property Appra�sal Re�ort � Sector Four. Msrfsnne tv Papaya, Mandalay t+o Polruetta � C To • M.►forc 4 Go Ra 1an M1wsn� � unt nq sM aubdl tmp0�d Ju�i Cast EstirTlat�d .� • y� p' 8sctbn �l�be� l„at Just Valut VaW� Approad� ValuQ :� ,�s 2s ae, 2s92 ,aoi ,ao�o, s z1z.�aa s��a,�ao , s �4a,soo , �1s s� ae, 2s9z ,00� ,ao3o, i 32,aaa s 41,700 �, s s2.eao �is 29 08, 2592 ,Q01 ,0040, 3 82�OOQ S 30,400 I, S 82.QU0 :� �15 29 0$, ' 2582 ,001 �0��0� S 195*OOG S � B4OQO � S �95.004 �1S 2908� 2582 ,001 �Q070, S SS$�90Q S �25,i40 � S 556�9(�4 ,15 29 fl8, 2692 ,OQ1 ,Q11C, S 114,800 3 114,4Q0 i, S 914,BOD ,1S 29 a8, 2592 ,001 �013{#� $ ST.+�Op S 1'14,8D0 t� S 1 i4�8G4 `'� ,15 29 C8, 2592 �401 ,0'1+40, S 57,40D S 48,400 i, � S 51,�OQ . �'t5 24 �8� Z592 ,001 ,0'150� S� 97,300 3 140�SG0 , S f4Q�a04 �15 28 Q8, 2592 ,001 ,0180� S 97,SQ0 5 171�100 , S f71,iQQ � ,15 �9d8� 259:t�,OD1 ,p1?G, S 3'l3,400 S 135,800 , S 313�40Q �15 29 G8� 2592 ,001 �021a� i 28,9�0 S 28,600 , w 28,904 `" �15 29 08, 2�92 �Ofl1 �Q?1Q� S 85.9�G i 7��04 , S 85,90Q ,15 2S Q8, 239Z ,D01 ,OZ30, 3 Z72,9pD S 156,COG , S 17�,100 � �18 �8 0�, 2592 ,On1 ,026Q, S 1TZ,10D S '�52,400 I, S 172,1�0 �,r.` ,15 29 Q8, 2592 ,IXi1 ,OZ90, S 4Q7,G00 S 3Q9,6Q0 , 3 407,Q00 ,15 29 08, 2591 ,Oa1 ,0+4'i0, S BO«2fl0 S B'�,100 , 5 87,�00 ,� �` �15 29 08, 2582 ,OQ1 ,0420, S 39�2Gp S 30,100 � S 39,2Q0 ,15 29 08� 2592 ,001 ,042'i, S 38,800 S 28,100 , S 38,600 S 2�T38,2QG S 2�331�4GG S�,946.�D� �� ` . . � �� . � �� '� ,� � {� :� � � � #�ape 4 0 ! Y' , �� '••� � t; � i;{ r y.. � , �� . ),�.,,� 4�11�~` �, � bs�� `"1 � � . �, � � �S�t1 C�ty Oi CI@aN�t�r South Mandaley Redevelopment Area Property Appralsai Report � 5ector Flve: Papaya to Baymon�, Mandalay to Polnsetta c To W tksi � Go �ts wn I�canM � urtt nQ sfd �ttbdl 1mpN�d .lusi Cost • Y� P�etlo�t M�tan Lct Ju�t vaWr Value Appeo�cle ,�s �s aa, ��a�g ,a�x ,o�BO, sz�,2ao szse,saa i, �15 29 O8, �sais ,aoz ,0200, s�z�,�oo si3,saa , ,15 29 08, 164$8 �OOZ ,0240, 5148,000 S - , ,15 29 06, '�B4�S ,QD2 ��270, 5319,360 5280,500 � ,1S 29 OS, �64�8 ,002 �W�40, �114,880 S7B,10Q � �1S 2B Q8. 1BA34 ,Q01 ,001G� S 80,2G4 s 138,700 i, ,15 29 C8. if4;i4 ,001 ,gCJ20, 3 1,294.300 S 1,8Z6,400 � ,f5 29 Od. 7643�t ,Q�1 ,Q090. S 16a�500 i a�iOQ , ,f5 2808, 95434 ,OQ1 �Qi'!G� S 80.20C S 3�300 , �15 29 08, 18434 ,001 �C'[20� S 321,OOQ s 43,'140 , Toti1: 52�68Q�DOL� 52.68B�BOD Bayls�ortt condominium:t Bay�riont �nd F�st Siton ,15 29 08, 1813'S ,001 �0090 S - S 50,300 , ��5 29 O8� 18135 ,Q01 .G020 3 - S 3C,30G , �9S 29 08, 18135 ,QD7 ,Q03Q� S - � 30,800 � �15 29 �, 1$135 ,001 .QO�a, S - S 30,80G , ,15 29 O8, 1$13S ,001 �0030� s - S 3D,800 � ,95 29 09� 18135 ,001 ,GG60, S - S 30,800 , �'f5 29 08, 18135 ,D02 ,d01Q, S - S BD,400 � �1�a 29 08� 18135 ,002 ,Q�'10� S - S BQ,400 , �15 Z9 08, '�8135 ,DQ2 �GC30� S - S 30,600 , ,�5 z9 as, ie�35 ,a�2 ,0040, s - 3 38,eoa , �1S 29 Q8, 18i33 t002 .005D, S - S 51,700 , � 15 29 08, � 8135 ,D03 ,001 G, � - S 6�,�W0 , ,15 29 OS, 'l8135 �003 �0020� 3 - S 60,400 f �15 29 08, 96535 �OQ3 ,0030� S - S 30,�OQ � ,15 29 08� �B'�35 ,�03 ,0440. S - S 38,940 , ,152908� 1893S.Q03 �OOSQ� S - S 51�700 � ,'IS 29 08, 98�35 ,004 ��010, S - S 5C,340 , ,45 ZS 08. 18935 ,004 ,0�'2D� S - S 50�3�0 , ,is zs aa. 18735 ,C04 ,Q030, S - S 30�800 , ,15 29 08� 181J5 ,004 ,OO�W, S - i 30,�00 , ,�� 29 08, 18135 ,044 ,�03d, S - 3 30,s00 , ,ZS Z9 Q8, 18135 ,004 ,0060, S - S 30,80G , ,�5 2J 08, 1$135 ,�QS ,00'�0� S - S - � ,15 29 G8, 18135 �ODS ,OQZO� S - S 27,100 . ,15 29 09, 18i35 ,005 ,Oi130. S - S 60�800 , Tatal: S Z,815�700 � �M �r r� Bsytront condominium orr F.ast Shon �,�3 z� ae, �so ,aao ,aooi, s ,15 29 08, 86480 ,000 .COZO, S � ,95 29 08, �6480 �000 ,fl020, S ,� - s - , - i 104,800 , - 3 104,800 , Rape d Etti[�utad Valw S4Zg8�SQ0 SZ29,�00 5148,OQ0 5319�300 5114,8C10 S 138,700 S 1,826,�00 S 1BQ,5C4 5 d0,20�s S 321,GGG �3,83T�00 , a 0 1 �,. .� . . ' . •. � . . . . . � . . . , � . � � `_J ' . �11�{� :J � � �i3 Z9 08� d6480 �QQD �OC30� i - S 104�� , �� ,�., �9� 29 O8, 8a480 ,�GO ,GaW� S - S" 104��00 , .95 �9 Q8� 66�t�0 ,004' �QDSD� � - � S 10A�6CQ , , �� . ,15 ?A 08, �6�48C �GCO ,OCBC� i - S 1Q4,QOQ , ��' � 15 Z9 C8 �64{�� OQO 00T0 S - 5 3Z5 000 � /�� 1 �p� `p�� 1/y�� f/�� ! AAe //�/►/� 1 . . �� V01 W'!OV �Vi/L/ �LVH�1 v " � 1 f�7�LiVV � ' � � - Totai: � S �7,SGG � ,�, . �. ' . .. , e.� � � ,�»� �. : . . ; , . � . . . � i,..,# � . . . . ; � ' � . � t r � . p . . ;:::;J'. , � , ., .,. �. , .., - . :� . . . l , , ,' , . . I . � .� � � ' � • � :F • r� . � ' . � ' , . . '. , � � . .. [ • , • � � � t �'Ae . � . ' ' ' . . : � L`� . l�; . � 1 , � ' � � � • � , � • • , ' , ' ' ' •_s . I ' . . 1 t w� ' ' �" � . ' , ' . ' � , ' � 1P1► � . . . ' . . . . . F� . ,. �� ' ' �� . • ' 1 i �} . ' � . ' . ' . � . . . � 3 �'� , �� 6 , � � , � � �� ' Sheet1 Y:�: Appendix Two 4• - � Clearwa#er Market Region Change i� Age M�lceup 1994 !0 2005 `�,-�� 9984 � llnder?A 25 ta 64 Over B6 Total H�tlaborough 3DD,737 4�,339 � Z3,993 879,fl69 � Pir�Ilas 2�9,130 42Bf?.54 223,338 670,7Z2 Pasco � 72�71$ '�30,138 85,996 298,852 � Pafk 147,T33 2fl8,188 87,283 � 437,Za4 ��' Tolal: 7�t,31� 1,Z30�899 3Z�,�10 2�4�,�47 � �9.S7L �.�% 20.9X. 1 b0% 2QOQ Under?A �. 2S w B4 Qver 8� Tat� �� Willsborough 321,�16� 511�691 13Q,BA3 963�70D Pine[las ?27,B52 530,372 248,9D2 z,IX16,8Z6 Pssco 80,926 153,115 10�4,257 33a,298 Polk 9�},63a 23D,747' 'IQ1,£20 483,201 Todt: 784�� T.4Z�.gZi �l�.i,BZt 2,7'��,ZZS '�`�i"`4y ZE.O% �t.�3i 2�.0'Ji 1DQli , y�i�� Z�� , A- Under ?A 25 to �4 Over 85 Tata1 "� �s ro 33 Hil bo t�h 7,869 5�45,380 1d2,849 �t,D2fi,098 , ,�� Pinellas 233,70= 490,�[73 ?2a,62� 848,489 ..� Pesco 86,895 't72�d83 108,922 367,�00 Polk ��8,62fi 248,583 110,4i5 5�7,804 ,. 7vhl: a17.Z9i '�,�S8,9S19 �S,s11 2,R80,301 .i 'k ?�.6'li SOA% ZO.SX 1DQ'!i 'f 884 t0 2005 • i �nder T4 ZS to 64 Q�►er 66 Tots1 :� 2005 89T�291 1,456,199 586�811 2,BSZ,3D6 � 1994 ?34,318 '�,230�91� 52(?,610 2,487,841 � � Tola1: a2,8T3 '►' ,280 68,209 374.4� ..,� 72Z% fSOZ'X. t7.TK 100.0'�i �`1 Sotltos: F'for/d�St�rl�aticslAhetrac� i�, 8�8R � �. � .•. , �. ;� �! Paqe 3 �, � � � � � � � � Appendlx Three � Vessels Regi$t�er�d in F�o�ida :� ��,: . Leas than 42 feet .�� 12 to �6 is�t �s to zs ieet � 26 to 40 feet .., . ao �o s� raec �` .� 65 ta 't'1 D ieet Uve� � 10 teet � 70TAL: � ._� L�plhs �� 1,.6SS tt�R 92 fe9t .� �� o �s r�t �s to 2s t�t . "`; 26 ta 4D feet ��` � 4D ta 65 feet , �.. 65 �a � � 0 feet -� Orres t'�0 feet �,�� ToT�: .� �; � plsesure Boat� Pinellas ; � Hiltaborough �Paik P�co Total: �� , �:h � � . , t� � , � Pine1las FMasun 7,239 8,713 29,043 4,090 � 15 a�,BS�r Roik PN�s�� 3,334 '1'l,4D2 9,107 244 36 1 1 24,� Z1 �L �� X �� to� ix ox a% ioo�c !6 14% 47% � 1% ox OX► ox 1oaK Sheet1 FY4994195 Hiilsborough Cexrrinerc�l Pl�esvee 3G 328 5,433 4aX 195 92,486 3eX 794 � 5,'i 89 �� 432 z ,4fi8 4% 183 167 ox 24 5 ox 2 - ox 7,8�8 34�748 100% Pasco Coernet+cW Pi�s �L 33 2,399 t�w 242 5,452 34�i '�26 7,+189 �7� 14 fi48 b% 6 Bf ox - - OS6 o% 427 46,G48 ioox �� m s6 t�et ar�.r �s t..t 2't,043 4,B92 12,486 1 �f 40 ii,402 278 5,452 709 bfl,383 7�318 PaRe 1 �t 25,735 94,'i2fi 1 i,fi80 6,1 fi'� �7�7Q2 caRm�relat 63 137 360 1B9 Sf: 41 �88 Corern�rr.id 5� fi4 19A 191 79 8 aaa � � , � Appendiac Four :, � Shaetl . � Sou#h Mandalay Rede�e�opm+�nt Area �. Comp�rable LanaUBuflding Values ;� &d�C°: Co�y "p� D� . . : Sheraton a# 5and Key ..� � � . � e,sn,soa , �� a,�a,sc�o . . � Total Var,e S 19,212,�:OD 8izs of ptroQl 2fi5,029 SF' � �.. s.asa '� � � �sa - , unwr�a�e sa.1 t.aad cost►ws S 22,25D . . ��. � cas�avctlor�uNt � 27,Ot3 � , �-:-� Tad cadh� s as,zs3 � � --; I.�d cnstlsf S 3�2.7+� tand costhcte � 'i ,426,282 � � � . � . Radisson at Sand Key ' . .A:� • �.�^� 6snd S 4,405,540 . Imp�a,►�ements S 9,995,(;00 � Y� v� s �a,4aa,5oo r�Zeorp.roar �es,SSS sF � � a.2s7 � � +� � zz� ,� u�,�r� s�.s . � � � 20,02� ��x� c��,�,►� � as,a3z � T� � � s�,,asr �..nd coausF S 23.70 �-• t�nd costlacre S 9 , �32,458 � Condominium Units �� Ass�smirtig a basefina vale�e of S20Q,000 a�nit, wilh 259b a�f ti�e b�selir�e cast �aing for {and, trie c�rrt+ent Condnminium markst, with site c�ensities at twerrty-eipht un�ts pes acre, covld support l�nd �cquis�lcn �„ costs up to $1.4 mlllfo� per acre. (�SD,OQD' 28 = 51.4 millfar�) � J Sj�" ' f � � �� '•�� - � P� � ►,��i w *. � ��. ,, t � �..r . .� .- � . a� � . .�. i •..� `^.� ♦ � � '� �� ...i,� . � ' ;_ i � .� � � ,� � �� i � � �c a� 4 t� � �� .- a .• N s ��:��H��F'vr`''.r g � � N �D �,� � � � r � � � rt � p � � � [7 � � M � ��IAN�CiNMr�Nrp � ~ W�'�W P�O�r $ � �+f � N M A o►�r��ci a tD�i �: 1�►e�l�� 5 � � � ID 0 . 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Q y ti. t� Z�• U' W;� � F- � � � � � � ¢ m '� L'n �� a¢ � � � t ti � � U � m � � Q � � � � Q � � -,.. . 1 „, • i 4 '�� , � ��I��rvv�t�r B�a�h � Tra�i c St u d , � I .�.,� Prepared for ' City of C�earwater � Departmeni of Publ�c Works Prepared by -, DKS Assoclaies ,� �►�� Association With Pos�, Buckley, Schuh & Jemigan, Inc. Exhibit A � !:� . � : � . � .. �� ;.� . , , � �.. .. . �::� , - � .A. , . .....� , � .., . ,. ;: f,.�' ,. .� ,..�. � �_ ;�, ,?�`� .��:��„ �� . � i�. , . ,. ' .�, . `� r Tra�� t� c Prepar Ci#y of CI� Departr�en# of ' Prepared by DKS Assoc�ates � � in Association Wiih Post, Buckley, Schuh & Jemigan, Inc. Oc#ober, 1998 , ., •, - , . . . . . ' � Table Of Cont�nts � � Listo�Figures .......................................................iii L}s-�AfTables .........................,.....,... ...............:..i� 1. � Introduction ................................................... 1 ' � Executi�e Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 , � 2. Existing Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . fi . L@V@IO�S@1'VtC@ ........................................... s AccidentDa�a . .......................................... 'i4 ,�� Parking Cond�t'rons ....................................... 16 3. Comparati�e Beachfront Commun�ties . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 ,, . St. Armands Circle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 F� Lauderdale Beach ..................................... 18 `�� Palm �each ............................................. 20 � , � 4. At�ematirre Transportation lmpra�ements . . . . . . . . . . . . . . . . . . . . . . . . . . 23 A) Mandalay AvenuelPoinsettia Street . . . . . . . . . . . . . . . . . . . . 24 . Bj Guifview BoufevardfCc�ronado Drive . . . . . . . . . . . . . . . . . . . 42 Cj Gulfiriew BoulevardlBayway Boule�ard . . . . . . . . . . . . . . . . . 56 5. Conc�us#ons .................................................. 65 � •� � ii e � '.`� ,` '} _� �ist of F�gures �. � 2. 3. 4. 5. fi. 7. S. 9. 10. 1'1. 12. 13, 14. 15. "� 6. 17. 18. 19. 20. 2'� . 22. 23. 24. 25. 26. 27. aa. 29. 30. 3'� . 32. 33. 34. �Y• �s, 37, 36. 39. st�ay A�ea ................................................... Existing Lanes & Street Width . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . Ex�sting Daily Traff�c Votumes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Weekday Design Hour Volumes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Weekend Design Hour Volumes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Weekday Design Houc Le�et,` of Service . . . . . . . . . . . . . . . . . . . . . . . . . . . Weekend Design Hour Levels �f Service . . . . . . . . . . . . . . . . . . . . . . . . . . . Accident Locations {7195-6191j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . St,Armands Circle ............................................. Ft.Lauderdale Beach ........................................... PalmBeach ................................................... Typical Cross Sections--A1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Attemative A1--Four Lane Mandaiay . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Alternati�e A'�--Weekday Design Hour Traffic Volumes . . . . . . . . . . . . . . . Alt�r•nati�e A1--Weekend Design Hour Traffic Vol�mes . . . . . . . . . . . . . . . Typical Cross Sections•-A2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Aiternat��e A2--Balanced Lane Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Alternati�e A2--Weekday D�sign Hour Traffic Volumes . . . . . . . . . . . . . . . A1#erv�ati�e AZ--Weekend DeSign Hour Traffic Volumes . . . . . . . . . . . . . . . Typical Cross Sections--A3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A�iemati�e �3--Mandalay-Poinsettia One Way Pair . . . . . . . . . . . . . . . . . . Altemativ� A3— Weekday Design Hour Traffic Volumes . . . . . . . . . . . . . . . Al�ernati�e A3--Weekend Design Hour Traffic Voiumes . . . . . . . . . . . . . . . Typical Cross Sections»-A4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Altemative A4--Four Lane Poinsetiia . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Altemative A4--Weekd�� Design Hour Traffic Voiurnes . . . . . . . . . . . . . . . Altern�tive A4»Weekend Design Hour Traffic Volumes . . . . . . . . . . . . . . . Typ�cal Cross Sections--B1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Aiiernative B'i--Guifi►iew-Caronado One Way Pair . . . . . . . . . . . . . . . . . . . Altamatirre 87— Weekday Design Flou� Traffic Volumes . . . . . . . . . . . . . . . A�temati�e B1- Weekend �esign Hour Traffic Volumes . . . . . . . . . . . . . . . Typicaf Cross Sections--B2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A�temati�e B2--Guffv�ew-Hamd�n One Way Pair . . . . . . . . . . . . . . . . . . . . A�temative 82--We�kday Design Haur Traffic Volumes . . . . . . . . . . . . . . . A�temaii�e B2--Weekend �esign Hour TrafFic Volumes . . . . . . . . . . . . . . . Typica! Cross Sections--B3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Altematide B3-Coronado-Hamden One Way Pair . . . . . . . . . . . . . . . . . . . . A#temaiive B3--Weekday Design Hour Traffic Volumes . . . . . . . . . . . . . . . AI#ernati�e B3- Weekend Design Hour Traffic Volumes . . . . . . . . . . . . . . . � 2 7 8 9 10 '12 'f 3 75 19 21 22 26 27 2B 29 30 37 32 33 34 35 36 37 38 39 40 41 aa 45 4fi 47 48 49 50 5'� 52 53 54 55 r.. , . . „ ,;•J .-�-� .W� �,,k.:. l.ist af Figures (Cont'd) 4a. 47. 42. 43. 44. 45. 4G. 47. Typical Cross Sections--C'i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 57 Altemat��e C1--Add Bicycie Lanes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 58 Altemative C�[- Weekday Design Hour Traffic Volumes . . . . . . . . . . . . . . . 59 Alternative C�— Weekend Design Hour Traffic Volumes . . . . . . . . . . . . . . . sQ Typical Cross Sections-�C2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61 Alternative G2--One Way Pa�r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 62 Altemati�e C2--Weekday Design Hour Traffic Volumes . . . . . . . . . . . . . . . 63 Attemative C2--Weekend Design Hour Traffic Volumes . . . . . . . . . . . . . . . 64 List of Tables 1. Surnmary of Altematives--MandalaylPoinsettia Cotridor . . . . . . : . . . . . . 66 2. Summary of Altematives--GulfviewlCoronado Corridor . . . . . . . . . . . . . . 67 3. Summary of Af#ernati�es-�GuliviewlBayway Corridor . . . . . . . . . . . . . . . . 6B iv ��-, ..,..� , . �,,.,L::.,.,..�..., .. . . . . . ... . .. � . ,,. .. . , � , . ;.. . .... ... . . r��w:k:.�,v... . . �..._.__'_r,..�.�"'_________.._._-_ . - rrlir�rrr�frrrr � � Introduction Clearwater Beach is a vaivable natural and economic resource for the City of Cl�arwater. lt attracts hundred's o�tho�sands of visitor's annually and is a focal poir�t for rec�eational activity for tourists and Eocal residents alike. Because of this� the continued economic vitality of Clearwater B�ach �s of paramount importance to #he City. To tFte exteni that th�y inflt�ence the p�rceptio� of visitors and support #he daily funckions of businesses and residents, #raffic conditions are also an importar�t elsment of the o�eral� beach environment. Devefoping and maintaining a�leasing enviro�ment for motorists, bicyclists and pedestr�ans Es a necessary part of the �ong term objecti�es for the Clearwater Beach are�. The purpose of the Clearwater Beach Traffic Study was to develop and evaluate traffic, parking and pedestrianlbicycle improvements in the por�ion af Clearwater Beach bounded by Bay Esplanade on the narth and Clearwater Pass o� the south. Figure 1 shows the exssting street system in the study area. The improvements considered in the study were developed primarily to suppart and enhance #h� economic rede�elopment potential for t�e Beach area. Maintaining acceptab(e operating conditions, preserving accessibility to commercial and �esidential ;�� areas and remedyir�g cur�ent safeiy or operational problsms were important transportat�on .. factors used to eva3uate the relati�e effectiveness of various altematives be'sng considered. The impacts of each altemative traffic impro�ement were iden#ified so that the information could be incorporated in the more broad based pianning studies being conducted by the City of Clearwater for the Beach area. These planning studies will determine whic� �raffic improvements are most compa#ible with the redev�lopment plans. ;' "� The scope of the study included �he fo�lowing work elements: • Compila#ion of Background Data and Review of Pr'sor Traffic� Parking and Street Improvement Studies • Observations and Analysis of Euisting Traffic and Parking Conditions • Review of Traffic and Pedestrian Safety Conditions • Review of Comparative B�achfront Communities • D��elopment and E�aluat�on of Alternati�� Street Improvements Tf�e chapters of this report describe the study procedures and findings. The key �ndings and recommendattons are pr�sented in the Execuiive Summary. . .�} � , z � „! �,' � ` •� � ,..........�,....�.w.�,�... ... _.. .. , . - ,� , � . , , . .. . ... . . e . . . .... , �.... . .. , � E�c�c�ative Summary A de#a�fed� inventory and evaluation of traffic conditions was cond�cted in the portion of Clearwater Beach bounded by Bay Esplanade on the nort� and Clearwater Pass on the south. This included an �nalysis of operating and safety conditior�s. Alternative transportation improvem�nt plans were �repared for each of three separate corridors in the study area. These corr�dors were: • Mandalay A�enu�IPoinsettia 5treet--Causeway Bvulevard to Baymont Street • Gulf�iew Boule�ardlCoronado Drive Corridor--Hamden Drir►e to Causeway Boule�ard • Gul��iew BoulevardlBayway Bou[e�ard �orridor�"Hamden Dri�e to �ulf Boute�ard The #�ansportation impro�emenis considered we�e de�eloped primariiy to support and enhance the economic redevelopment potential #or the Beach area. Enhancement of the pedestrian envrronment a�ong Mandalay Avenue of G;��fview 8ou�evard represented a common element of the al#ernati�e plans in each carridor. Mafitaining acceptable operating condiiions� preserving accessibility to commercial and residen�ial areas and � remedying �urrent safety or operaiional problems wer� important factors used #o evaluate � the relative effectiveness of the �arious alternati�es. A number of alternati�es were developed which would allow far the enhancement of the pedestrian/bicycle en�ironment of Clearwater Beach. Th�se alternatives have been anasyzed to iden�ify the anticipated level of ser�ice at t�e key €n#ersections, #he effects on local access and circulation patterns, pedestrian enhancements, requirements for additional right-of-way and impacts to businesses {primarily related to the effect on loca� parking a�ailability). Fvur alternatives for the MandalaylPoinsettia Corridar have been evafuated: • A'�-�Four Lane �Jlandalay • AZ--Balanc�d Lane Plan • A3--One Way Pair • A4--Four Lane Poinsettia � 3 �� ._...---�._ _ . _ � Ali of the above atternatives provide acceptable levels of service for th� design hour traffic volumss. A variety of tradeoffs are evident by a comparat�ve eva�uation. Alte�natives A� , A2 and A4 provide #he same number of ti�rough lanes as exFsting (six �n varlous combina�ions on Mandalay and Poinsettia), while A3 uses the ext�a capacity of a one way system to reduce the total number of through traffic lanes to �our. A one way system would require major cha�ges to the current circulation patterns, however. The �otential enhanc�m�nts to the Mandalay pedestrian environment rar�ge #rom minor, whf��e a four {ane cross sect�on is pro�ided (A1), to majar where only two through traffic� ianes are provided {�►3, A4). Right of way impacts and rela#ed business �parking} impacts increase for those aftematives which r�qu}re widening af Poir�settia to add additior�ai tMrough lanes (A2, A4). � Consolidation of the existing Pier 60 DrivelCauseway Bqulevard one way palr ta a two way �#our lane} facili#y is incorpora#ed as a part of each aiternative. Whil� accep#able le�els of ser�ice are expected to be maintained, the proposed two way plan wiil not be as efficient as the current one way system. Pedestrian movements across the south leg of the MandafaylCauseway intersection wilf have to be relocated to a midbtock location in order to obtain veh�cular leveis o# service correspondir�g to existing conditions. Three alternatives for the GulfviswlCoronado Corridor have been evaluated: • B1--GuifviewlCorvnado One Way Pair � B2--GulfviewlHamden One Way Pair • B3--�oronadolHamden One Way Pair Acceptable leve#s of service can be maintained in the corridor with each aft�rnative. Ail three aliernatives in�olve tF�e use of one way street patterns which wvuld represenfi a major change in circulation patterns. When logical�y planned and properly signed, one- way pairs should not represent a problem to motorists {e�en those un�amiliar with the area). The potential for pedestrian enhancements on Gulfview Boule�ard are eqt�al as each alternative provides oniy two lanes for through traffic on Gulfview. Additional tight- o#-way �o pro�ide an increased radius for the westbound to nor�hbound movement at Hamden and Gulfview is needed for each alternative. Use of Hamden as part o# a one way pair �B2, B3) resul#s in significan� additional right of way requirements in o�der to pro�ide adequate turning radii for through traffic movements. Two a�ternati�es f�r the GuifviewlBayway Corridor have besn evaluated: • C1--Add Bicyc(e Lane e C2--GulfiriewlBayway One Way Pair 4 .,.3�� . . ' s . , . , . . . • ' . • ' . ��•�jt, � Enhancemen# of the bicycle enviranment can be accomplished by restrfping the exfs#ing � underu#iiized pavement (C1). Low cost meas�ares were ider�tif�ed to improve safety � condi#ions at the intersectian of Gul#view Boule�ard and Gulf Bouler►ard (C1 or C2). While � � major changes in #he circ�lation patterns would occur, a ane way system (C2) in this .�. � corridor has the potential , for signi�cant sa#ety benefts as well as potent;al for . , pedestrianlbicycls enhancements. � ,. , � .. :: . � . t.. . . . . . -� . . � ' � : � - � , , � , . 1 , wl�.i .� i 5 ...t.. ..... _:_ . , . . . . .. ... ._ ._ ., .., -.' �. � . . ....,�:ct. . .. . . ..... . ... ........ "' i . . , � .<4 . . .....i�.-.- -. , � 2 Ex�sting Condi�ions To provide a basis for i�entifying current problems and evaivating aitema#ive impro�ement cor�cepts, a detailed inventorylanalysis of existing conditians was conduc.~ted. This skudy e�ement incl�ded compilEng historic and current �raffic caunt lnformation, d�veloplr�g an ir�ventory of roadway geometries and inte�section traffc control d�vices, tabulating accident data and ana�yzing existi�g traffic op�rations. �bservat�ons of t�affc �lorw during tfie peak and off peak periods were performed sxmulfa�eousiy with fhe traffic cou�ts and field ir�ventory. Prior t�affrc cirr.�lation, transportation, parEcing, and stree#scape stud�es conducted bylfor the City of Clearvua#er were also reviewed to provide a bac�cdrop for this study. Figure 2 identifies the existing street widths, number of througk� traffic lanes, on-street par�Cing iocations and traffG signal focations in the stt�dy area. The primary thoro�ghfares in the study area ar� SR 6D (including the Pier 60 DrivelCauseway Baulevard one way pairj, Mandalay Avenue, and South Gulfview BoulevardlCoror�ado Drive. Traffic coun#s were taken on various str�et s�gments in the s#udy area dufing the montF� of August and ear�y September, 1997. TrafFc volumes durir�g this period are typicaily weil abr�ve the annual avscage but bexow the absolute peak cond�tions which occur d�ring ihe ��, 1-2 weeks of "S�ring Break" En late March or �arly April. Figure 3 p�esents #he �x�sting 24- .. ' hour traffic volumes on the streets in the study area. The weekday and week�nd vo�c�mes as shown are the monthly a�erages for August. Typical of many iecreairionallresort a�eas fraffc volumes are higher on weekends. PM p�ak hour tuming movement counts were taken at key in#ersections within the st�dy area during this same time �er#od. Wf�i{e taken Qn differe�t days of ti�E week and weekend, the individual �ntersection counts were adjust�d to reflect anticipat�d conditions � an the higheskweekday or weekend of August. This was done using the cou�ts taken on , Guffview Ba�leva�d ar�d Coronado Drive as t�e benchmark. CouRts taken at adjacent, closely spaced intersections were balanced. The resulting Design Hour Volumes, shown ' in Figures 4 and 5, were c�rtsidered as appropriate for �se in the eva[uatio�r o# ewsting ; and future tra#tic cond'rtions. The �g�res also indlcate the major pedestrian movements (greater thar� 50 persor�s per ho�r) in the study area. � � Levei �f Service ; �`t�e operating quality of traffic as perceived by the driv�r is characterized by the concept � ot "�evel of service". Level of service uses fac#ors s�ch as speed and travei time, fresdom to maneuver, txaf�c interrup#ions, comfort and convenience to provide qualitative measures ' of operational conditions. Six l��els of service are de�ned for each type of facility for � �..�,� 6 � .. �. ---� 4.�r� e � � � ! m S,�ti'ai�..'S•� . __.'.._..___�_'_'''_......_....._._`_—__" � ,.. _._'___ • .. . ., . . N W E � �_�..__ �._�__� .__ ��.. v5 �.._ � __.._..---- e�YS�Pwune � f � � � l—� aa�uw,�r ir � � � � � � � ar. � v � i �� _� �p cx� � ea � � �� pRlCH7YWTER OR. ar, MIYtiDE OR. � � . � ��AY E�w. c ' y • 16,90Q pesign Weekday fea�v4r ' �� aw►�"�`"�1A' (1$,500)Deslgn Weskend e�' - A¢� s : '�� EXISTING �AlLY TRA�F[C VOLUMES � ~ ' vxs,asso�;ar�s , '^'�+kEf+11�l�: �S .'(.t,a . ..,r ' - . . . . . � . . .. � . 3 � 1 I �( � � ! � r r i � � � , N W E S �' � sr► � .;.�•.s.�;.., 5 .,i : : L 121 6 y i ;M„ 15 15 �.:.. .. ..... :� :y20 � � �85 r � � tt�..�......'�:> 1� %L�60 ' � 55 ;�e � �� O1 .n � � ��W 18G [ ��.. )� �� 100� i � � �' 85 t0'� �,,•• �. f � } °� �---- lY-- ' .! 1_....._� 1 � e�r � �auw�n� � ( � L_r__.� r sr I G � � � a � � sr, � ( l; 1 / � � � .J i �. 10 J �„ 5 5 rl p 1fl {o , � so � T r �� /_ 15 +�1 �. 55 � 0 "'� j' S 1 P �� m � � (.yr.!..�4. t�� . �pr1260 ;j" AO �. :.,�..�. ;.. � Y � Y ve5 a ri io / 7 A1�L �. �3� ��:�•: .......�,..� 1390 ■1; 35Z � t tl0 ` �.�..�,w.> \� 45� � � � � L 95 ~�, 1•1355 10� — 285 � � � � t �5 y �.40 '� ti' ..' �5 '� r" 5 35 .� t 340 .� � 460y i� 340 � w cf eQ� — � v ��= slqrsat conlm�ad ¢rE'!� A 0=5top 5ig� Cont�nlied (Crass Streey 4,�.s . E—> 75 Majar Pedastrian MoMement (Pe�sons � F�oura WEEKDAY DESIGN HOUR V4LU�ES � DKS Associates E. �x �o� � �a 9 M, 10 1 s' 15 '1 i f` �� 4 N - �;.� _�_� . _ _ ; i _�� 'i _ . .� I_ � j --.._._....�.� � /AY EiP E a � W E � s� _.___...�..J noc�cnwxr af gp h . AC � � A � ru+e�ut . s J�' �' i" 4 `•'�,� �s � 6�1 E E 1� 15 15 � ' : !" 2d g �r,�.��..�v �y,� ar. Y N p� � �J �■ A , �•T.. T ••. RAPAYA 6T. , �z3 : Z 3� s �. a5 � 's l' 950 " �� i � � ., _�^1 .. .' �� i+. ��o �c .....�► . r �';,�'� � ' 75 ^ � n 699.t ; � �0'� ;y,{,...•••� \ t 8 � M � � .� b 515.1 t��0 565� � 515 r mr 1 I n gm � � � � � 8r � � � 1 ,� 10 J 3i5� �x � �� «+ i �. a .,t � 5 s �► � �o p 1 r BO titr �� 15 �1 yw 55 40 Z �" 5 �r N N M1 ��[ � � � t. �>!� ..�F..:. � �85 :t„ 75 ;jr 1370 �l' 25 '�(..s.�..,�. �� r° �ras eR� �� M�..4. r�s � ��:f': � � � ��a�+b 6 ��i : so �v' *' rv/ \ 105 n ° � '� � t �s �. «•��+s 54 �1 M 40 ss 7 r �3 \ h1� P _\ �i N , � C'jPa �r s�� ca,troaed ��4r�i- � O=Stap Stgn Cont�olled (Cross Streat) A4,s•J, <� 75 Major Pedestrian A+4cvement (Persnns per Haurj � WEE�CEND DESIGN HOUR VOLUMES DKS Associates s.axt"'tf ��a J 1. L� �. 40 r to �tr � �� 5 .-� wf�ich ar�aiysis procedures are available. They are giver� letter designations from A to F, with level of senrice (LOS) A representing the best conditions and LOS F the wars#. Each level of service represents a range of operating conditians. For the s#udy area, �OS � D conditions or better are considered desirable for #he design haurs. This wil! assure an acceptable qualfty of �low for ali but the �ew extremely high volume periods whic� are impractical to design for. To provide a baseline againstwhich ��ternative roadway plans can be e�aivated, level of service calculatians were parformed €or all of the signalized intersections in the study area, 1n addit�on level of service caicuiat�ons were also performed for many of the key stop sign controiled intersections. Figures 6 and 7 shaw the existing leve�s ot se�vice at the intersections in the �fudy area. As shown in Figure 6, all the signalized €ntersections are oPerating at LOS B during the PM peak hour. Except at Poinsettia Street and Causeway Boule�ard, acceptable leve�s of service accur at the stop s�gn controlled intersections aiso. At Poinsettia and Caus�way, hea�y east-west through volumes create significant defay for the minor cross street mo�ements. Similariy� as shown in F�gure 7, good levels of service occur on the we�kends at the majar signa�ized intersections. 1►Vitt� higY�er thraugh �ofumes occurring on weeicends, poor levels of servi�e (E and F) are experienced at a number of the minor, stop sign cont�olled ir�tersections. While some minor traffc mo�ements may experience congestion on a regular basis and some major mo�ements may e�erisnce short periods of congestion, overall good ��°� operat�ng c:onditions occ�r within #he study area during the peak PM per�ods. Whife more . significant conyest�on does occur during the peak "Spring Break" period� it would be impracticaf to develop improvement p�ans #o accommoda#e cor�ditions which are experienced for only short periods. The results of the level of service analyses indicate tl�ere are currer�#ly no ma�or op�rational deficiencies on #he roadway sys#em. This does not mean that the roadways are free of congestton and delays. Poor operating conditions can and do occur during some peak periods such as at the beginning of a iat� afternoan rainstorm when many visitors are exiting the b�ach. Also major ever�ts at various ind'svidual resorts can cr�ate bottlenecks when traffic and parking is not properly managed. it would not be cost effecttve ta try to design t�ie roadway system for these conditions� however. � While pedestrian movements are signiflcant throughout the �each area, the �olumes id�ntified d�rring the counts €or most locations are nat o€ the magnitude whe�e #here would � be a"leve! of service" concern. Ad�quate sidewalk space is available to accommodate . demands e�en at the signali�ed intersectfons. Saiety ar�d canvenience are more pre�aler�t pedes#rianlbicycle issues. �� 11 � l ; I s f ..��.1 . •...r � t I � � � i f i } i f �� 1 � � , f � N `-----•— i��' i _ . ._.. � � � �` � � EATE{�UwAdE'. .�•... '� w � � �� S eociuw�t �r � N+n�x� . � , . . � !�__�Y��r� A . B � �� . � . � , niw�r�at. � � � B ' . � � . " ►S�77tro (/ /f �� ' �:. SIt60 � V (J - o �v��r e�w. � `--�`� . ' L' • _ , � A , `� , � i : g � aT � � , � G£YOH DR ' � � � , �m � c � w � . %"'� ERI6HTYI�TER Dit. I f� I �� `�! � 11 SAl'�1�E OH. � A ! � A , C , � � � � �f � E 0= 5fpnal ConU+ollec! ��L¢r � O=Slop Slpn Cnntrollod (Croaa 31rm1} el� � �°�'s � WEEKEND DES�GN HOUR LEVELS �F SERV[ � !.?KS Associa#es � � ^ r l4'.�4'f.c � t l. '. " . � .. �i . �. . .. s.w�w��, A 7 ,..� Acciden� Data Accident repvrts for the study area were compiled by the City of Clearwater for the period from January 1995 to .lune 1997. The individual reports were rev�awed and tabulated in order ta identify pattems of incidents which would lend themselves to mltigation by specffic safety measur�s. A#oial of 235 acc�dents occurred during the 30 month �eriod. Of these 1fi9 occurred at intersections and 66 at mid-b�ock locations. The accident locations are shawn on Figure 8. The data indicates the followir�g six IocatEons experienced the �ighest number of accidents: � EB Causeway Bou�e�ard at Fountain Drf�e �24 ac�idents) ■ Mandalay Avenue at Pier 60 Drive (22 acc�dents) � South Gulfiriew Boulevard at Gulf Bo�rlevard (17 accfdents) ■ Mandalay Avenue at Papaya 5treet (16 acc�dents) ■ Mandalay Avenue at Baymont Stree# (15 accldents) ■ Poinsettia Stre�t at Pier fi0 Drive (14 accider�ts} Summar#es of tl3e accident data at these six Iocations are provided in the Appendfx. Detailed re�iew of the ac;�ident reports for these six locations indicated o�iy two Iocatlons __.� e�idenced accident patterns which could potentially ba mitigated by sp�cific safety X measures. On the segment of Causeway eoulevard nearl� two thirds of th� accider�ts were sideswipe accider�ts involving �mproper lane changes. A number of these involved vehicles making a left turn onto Fountain Drive. The eastbound lar �e drop, curv�s and cross street location all contribute to � hEgh number of la�e changes. WhEle speed is a factor in many accident� there is no indication from ti�e accid�nt data that excessive speed is a major problem. This sectfon of roadway is currently posted at 30 mph. Reconfigu�atior� of Pi�r 601Causeway Bau�evard to cre�te a new gateway to the beach area should mitiga#e the vehicle accident problems along this particular sectian of roadv�ray. At South Gulfview Boulevard and Gulf Boulevard the existing cross street stop sign locatEOns (with a stop for soutt�bound Gulf Bou#evard just south of Sou#h Gulfview Boufe�ard) seem to cause confusion for drivers who often act as if they expect t�e northbound left turning vehicles to stop �which #hey do not). A number of right angle accidents occur at this focation w�ich could be reduced by traffic signal cor�trol. Out of the 235 accider�#s, 23 involved pedestrians (8) or bicyclists (15}. Tl�ese occurred at scattered locations #hroughout the study area. Nir�Q occurred on Mandalay Av�nue between Causeway Baulevard and Baymont and ai�other five occurred on Pier 60 and Causeway Baulevar� immediately east of Mandalay Avenue. Wfth these two roadway segments being focal polnts of loicycle ar�d pedestrian activity, separation of pedestria�l '�% 14 � bicycle and vehicular traffic andlor a reduction in the number of potential conf�ict poir�ts could help red�ce the number of these accidents. The p�anned improvem�nts for these twa areas s�ould consider separating �ehicufar pedestrian and bicycle rou#es wherever possible to enhance the safety of each. De�elopment of the b�achfran# bicycielpedestrian facility should help reduce the bicycle conflicts afong Ma�dalay. Additionai�y, #�e proposed gateway development plan provides an oppor#unity to devefop a safe and convenient east-west pedes#rian and bicycle connection to the north-south beach front #acility. Together these two projects shoufd great�y enh�nce the bicyclelpedestrian environment of the beach area. Parking Cond�tions A parking study of the Beach Area was conducted for #he City of C�e�rwater in July of 1996. This study provides a detailed inventory of the off-stre�t ar�d on-street park�ng spaces in the Beach Area �ccupancy and turnover information was colfecied as well as community opinions reia�ed #o parking problems. The s�udy ind�cated a need for additio�al convenient parki�g spaces to accommodate the peak season dEmands of th� beach. Full lots increase the burden of traffic on #he street syst�m by causing motor9sts to temporarily store on the sVeet sys#em while waiting for a � space to b�come available and/or adding additiona�l trips when the motorists has to ""°�� recirculate in order #o search fior an altecna#ive parking space. Th� most frequent -•� operationai problems du� to a fufl lot occur at Lot 31 (Pier fi0). On numerous occasions we have observed southbot�nd traffic on Gulfview Bau�evard being blacked by vehicles wai#ing for entrance inio th� lot. A syst�m o€ fxed and changeable message signs directing motorfsts to the most convenient avail�ble spaces (as recommended in the Parking Study) would help to reduce the e€fect of full lots on the traffic circulation system. 16 � 3 � Camparative Beachfront Communities As pa�t of our study, a task was included that involved identifying the street desigr� and #raffc operations that have been used successfully in other beachfront communities to attract patrons and encourage in�estment, whi�e accommodating tra�c va�umes. The three communitiES that we�e selected for study were Sarasata, Ft. Lauderdafe� and Palm Beach. The basis for #heir se�ection was the reAutation of their beac�ftonts as shopp�ngldir�ing destinations and as locatians that f�ave attr�cted private investments in new or updated commercia! b��idings. Th�s task �nvoZved 41} �isiting the beachfront areas of each of these communifies, �2) identifying the street design treatmer�ts and traffic operatio�al conditions that have been used to help achieve their successfu� image� and (3) taking pictures of ti�e key transportaiion elements at t�ese 3o�ations. Certain treatments w�re discavered to be common to all three areas: a Entry roadways to the beachfront areas are designed with landscaped medians that include significan# numbers of palm trees e Pedest�iat� amenities snc4uding wider sidewalks, street furniture, arid ge�e�ous ? landscapir�g are provided to imprave ti�e aesthetics of'the area and to make a more _�- comfortab�e pedes�riar� env�ror�ment. e Street widths are minimized ( in some r.ases by implementing one-way traffc flows) to permit easy cros�ing by pedesfrians. • Parking is accommo�ated in a variety ofways �nc�uding on-streei parallei and angle parking s�aces and nff stre�t lots adjacent to the ROW. Each of the beachfront areas tha# was rev�ew�d is described an t�e following pages and is shown on the attached pictu�es. St. Armands Circ�e St. Armands Circ2e is ar� upscale bu5iness distric� located at the junction af Joi�n Ringling Bouievard and Bouie�ard of the Presider�ts on Coon Key. Jo�n Ringl�ng Boul�vard represents the main access route from Coon Key and Lido Key to the mainland and carries in excess of 30,OpQ vei�icles per day on a fot�r lane divided facility. Narth Baulevard of th� P�estidents represents an access ravte to Longboat Key. This finra 4ane facility carries approximately 20,000 vehicles per day. � '! 7 ,,,...1 The bus�ness district is located on a�arge traffic circle (ro�rndabout), The distance ta the nearest beach area is over 1I4 mile so pedestrian mav�ments between the fwo area� are generally (ight. The traffic circle accommodates multiple functions, includir�g distrtibuting the throu�h traffic (five �egs)F as well as representing the primary traffic circulatior� and parking facility fo� th� business dist�ici. The circle provides two moving lar�es of tra�ic as well as parallel and angle pa�king. Paral�el parking is located on the inside of the circl�. �� The traffic circle also provides tl'�e dominani aesthe#ic feature aithough significant landscaping and pedestrian amenities are provided on tYte outside a# the circle {alori� the business frontage}. The �aim tree lined medians on the major legs of t�re circle also serve as strong �isual features. Pedestrian crossings are c�ear�y marked and signed. The attached pictures fior parking spaces, pedestria around the circ�e. Ft. Lauderdale Beach St. Armands Circte {Figure 9} show t�affic lanes, on street n street c�ossings, sidewalk areas and landscaping features The Ft. Lauderdale B�ach busi�ess district extenc#s along SR AtiA adjacent to ihe beachfront ar�d is center�d near Las Olas Boulevard. Within the past 8 years ihis district has experienced a major facelift and afong with o�erational changes to circulation and parking. At the same time �e area development program has seen a co�vers9on from smai� scale matels and ba�s tv upscale hotels and sidewalk cafes. Construcfion of a new Marrio# Hotei and Resort was rec�ntly comp�eted in this area with an attached two-level shoppinglentertainment center. The street facelift inval�ed a major upg�ading of sidewalk areas vrith identity features, la�dscaping and street #urnitur�. This upgrading was achieved #n some areas by narrowing th� s#reet pavement width and wideni�g the sidewalk areas. This reduction in street width was possible because SR A1A and a paralle! street #o the west were conver�ed to one-way operation wFtich improved traffic conditions and reduced the number of traffic ianes. SR A1A through the Las Olas area operates as a one-way northbound street with two fraffic lanes and a four foot bicycle iane (a tota� width o€ approximately 26 feet}, The posted speed limit is 30 mph. A parallei street to the west pro�ides for t�e one-way sauthbound traffic flow and southbound bicycle �ane. Tog�ther these streets are carrying an av�rage daFly traffic volume of 44,000 �ehicles per day. The reduction in stree# width a� SR A1A by app�ox�mately '�5 �eetwas used to inc�ease pedestrian areas slang both sides of the street. The eastern sidewalk on the beach side varies from 8 to 10 fe�t in width. On the o�posite side a much wider sidewalk area is used (often 20 feet or more} to create outdoor caies, Parking is accommodated in off-street parkin� �ots and atong side streets with parking meters. � __,� i .:.. a ST. ARMA�dDS CiRCLE Sarasota , �f � . :.,. Main Intersection Parallel Parking on lnside and Qutsida of Circle Sidewalkl�.andscaping Adjacent to Stor�s Pedestrian Cross�r�g at Circle Approach Routes with Medians Lined with Palm Trees Parailel and Angle Parking on Approach Routes Figure 9 �..� The attached pictures for Ft. �auderdale 8each (Figure 10} show one-way traffic . operations, pedestrian areas, beachfrant cafes and landscaping features along SR A1 A. Palm Beach Two b�siness districts wi#hin tiie Town of Palm Bead� were re�iewed as well as the Royal P�lm Way entry roadway. One small district invoi�es a two block section afong Royal Poinciana Way. Royal Poinciana Way is a four lane divided facllity and carries nearly 20�000 v�hicles per day. However, with a wide median of over 5D feet, the roadway �unctions more nearly as two, one way streets. Angle parkir�g is IACated alor�g both sides of the median artd parallel parking �s Iocated on the outside. Landscapfng in the m�diar� and along th� bus�ness frontage helps to estab�ish a more pedestrian friend�y district. Worth Avenue, is larger and mor� well known shopping district encompassing o�er fo�r blocks of major upscals retaif establishments. Wor#h Avenue itself is a two lane, or�e way street wfth paraliel parking on both sides. Average dai�y #raffic volumes are below 5,000 �ehicles per day� however during the peak touristlshopping seasor�, traffic volumes ca� double. Landscaping, wt��fe fess extensive #han at�er distrtcts� is enhanced by sma�! courtyards and pede�#rian malls that are incorpora#ed in the retai� businesses. The other half of the one way pair �Peruvian Avenue} Is residential in character on or�e side. The at�'�er side �epresentsthe back side o#tlie retail distri�with minimal pedestrian acti�ity and � no special landscaping or pedestrian amenities. � The att�ached pictures for Patm Beach �F'fgura 11j shaw the an-street park}ng spaces along Royal Poinciana Way� one way traffic fane� ar�d curb parkir�g spaces on Worth Aver�ue and Peru��an Way, and sidewalk areas and landscaping features along Worth Avenue. 20 i 'FS;:�. ..��„1�ti .,.r;e��+:wy:`.1h�. ,r3k^ �.'.k1-�.r�.r�,.�:'��y+l,::.� . ''t�,.',: "� rLV�;., ;, �. 'a'� ''''' ':•,j5.'�'..''.;� �: •t' °'�Lr � '. 7EIR�;+:.;�ls -'r:.�,�r•�,..' ti:. � 'F . ' °'i • • , '.�' ;,1R:Ji13cM!�?�� wai" :.�� ' �'� �r!�',..�f";»�5 �h.,'�-' � '�I . 1 . j��. ' 1 , .� • ' . ' �y�, `:r'�:'� � '�� ' .� :, .'r, �'..i• � } .,i; , , �'''r ,' � . i ��-' : �. �{ � .`•t � ��',I; ::E ;i..::.,f'; ,.';.,. , � � . . . � ` � � , . � . ' .1 • � ' _ � � � , � � ' � , .' , � , ' i� � '^ !+��j;�!�;,,�� °i ; :r! 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'.!�' '.' � '��;`:+'.f..�t`.;?'� �:I,��J(+::t�.� r'iV ''.;;�3�t,:�.�' '!. i:;� �, ..'. '`�t :��,;:�:;'• .t t,; =.'t,• •.,�:,':'. �.:,, . 'i,t,3,'� �.��+; ,�'�' 't��i� �r'' .'.1`, s3�1.:i1�. �i.�,�' a ��5. ��.r;•ii � 'lry •_��•'S.'., . �. � . ��] .�.. ,. . . i. .f . e . . � . �, ,,.� 4 AI#ernative Transportatian Improvem�n#s The purpose of th�s traffc study was to develop and e�aluate traffic, parking, and pedestria� improvsments in the study area. The analysis of existing conditions indicates, from an operational perspective, traffic �n the study area is accommodated at acceptable Cevels of service. Ther�fore #he #ransportation improvements in�estigated were primariiy designed to support and enhance economic redevelopment and crea#e a better street �nvironment for pedestrians whi�e maintaining existing le�els of ser�ice. In developing the various alternatives, major cansideration was given ko the long range redevelopmer�t plans for the study area. While these plan are still evolving there are se�eral important elements which have been assumed as a given condition in the arternatives evaluations. These �nclude ('3) reconstruction of Causeway Boulevard and Pier fi0 Drive to create a fo�r lane divided facility and (2) developmen# of a north-south bikeway sys#em in the study area which would be separate from t�e street system. The recanstruction of Causeway Boulevard and Pier 60 Drive is being proposed to create an impro�ed "gatewa�' to th� C3earwater Beach area. it is anticipated #hat major attention will be given to aesthetic features in the design of the new �acility. A preferred alignment will be develop�d to maximize th� redevelopment potentiai in the corridor in a ..., way that is campatible with plans for the immediately adjace�t areas to t�e nor#h and _�; south. Consideratian will be gi�en to providing a separate bikeway as we�l as adequate pedestrian facilities. The primary focus of this #raffic study was to identify the basic ro�dway geometries and inters�ction controls needed to accommadate t�affic at acceptable ievels of service. Ail the a�tematives being evaluaied include this new #acility as an integral �ar� of the Clearwater Beach roadway system. Deveiopment of a roundabout� repiacing the signa�ized intersection 4f Mandalay and Pier 6plCauseway repres�n#s a sub-option which could be i�cor�orated as part of tFte gateway plan for the Beach Ar�a. From an overal� traffic operations perspecti�e, it would be equtvalent to signalized control. Pedestrian movemen�.s couid be problematic depending upon the fand use changes associated with th� gateway pfan. In general, t�e unintertup#ed f�ow cha�acteristic of a roundabout is less "p��strian €riendE�' than a typica� traffic signal. Midb�ock �ocat�ons for major pedestrian crossing mavements �possibly involv�ng grade separations or signai control) wil� be needed wi�th a roundabout and should be a major element of any rour�dabout design. The d�veiopm�nt of a bikeway system #o provide a bicycle friendly en�ironm�nt in the study area is a iong term goa! af the City. Current proposals are consider�ng a separate norfti south-facili#y afong the edge of the beach from south of Fift� Street to narth of Bay Es�lanade. This should avaid the need to provide a para��el no�th-south on-street system �t,,,,w,i 23 in ihe same portion of the study ar�a. Thus, the afternative traffic improvements in these �� areas (which are genera��y oriented north-soufhj do not incorporate bicycle facilities. The proposed gateway redevelopment plan provides #he opportunity #o address movements .�n the second most important pedestrfanlb�cyclo corridor. Ext�nsion of the north south system or provisfon ot other minor east west connectors to the syst�m can be considered as the o�eral) master planning for the Beach Area progresses. For #he purposes of developing alternat�ve roadway improv�men#s the study area was div�ded into #hree general corridors. These are: Aj Mandalay Ave.IPoinset#ia S#.-- from Causeway Bivd. to Baymont S#. B) Gut� View BIvd.lCoronado Dr.-� from Causeway Blvd. to Hamden Dr. Cj Gulf View Blvd.IBayway Bl�d.-- from Hamden Dr. to Clearwat�r Pass Bridge In each of these three carrido�s a pretiminary set of af�ematives were proposed to address specifc plan�ing and economic development issues faised by prvfessional planners and citizens involved i� #he Beac� Strategic De�elopment Plan. These alternatives were reviewed and r�fined down to a few feasible alternati�es. Ti�e folfowing provides a general description of background conditions for each corridar and the pianning iss�es which are being addressed. A detailed description of the remair�ing alternatives being cor�sidered for each corridor and a comparative evaluation of the traffic operations �nder � , each is provided. � � A) rVlanda�ay AvenuelPoinsettia atreet Gorridor � T�e segment o€ Mandalay A�enue between Causeway Bo�levardlPier 60 Drive and , Baymont Street represents the retail center of Clearwater Beach and a primary focus for pedestrian ac#�vity. Curr�ntiy Mandalay Avenue is 64 #eet wide, has two traffic lanes in each direction, a narrow center median and parallei parKing spaces located on both sides of the streei. The stre�t carries approxima#ely 20,OOQ vehic�es per day and 1,400 �e�icles { per hour during p�ak desigr� day conditioris. The intersections ori Mar�dalay Avenue at Causeway Bou�evard and Baymont Stree# are controlled by traffic s�gt�ais which provide � acceptable trafFic operations for matorlsts and assist pedestrian crossings. Additional 4 pedestriar� crossings are provided at mid-block locations and a� the Papaya Str�et ' intersection. In the period from .ianuary� 1995 to .�une, 1997 a total of 71 accidents were ; recorded in this section of Mandalay, with nine involving pedestrians or bicyclists. This accident experier�ce is an indication of the high Is�el of pedestrian and bicycle acti�ity in t�e cor�idor. � Poinsettia Drive is 30 feet wEde and �as one lane in each directivn. V',lith daily #raffic vofumes less than 4,OOQ vehicles per day and peak hour vofumes o# tess t�an 350 ve�ic4e per hour, th�s street has sufficient capacity to accommodate additional traffic. 24 ,� An improvement plan was prev�oUSly deve�o�ed by City staff for t�is carridor which reduced Mandalay Avenue to one traffic lane in each direction with a two way cent�r left- turn lane, crea#ed a curvalin�ar street alig�ment and introduced on-street angle parking and wider pedestrian areas. It aiso diverted t�affic to paraf�el streets (Poinsettia A�enu� and Eas# Shore Drive) which currently carry much xower traffic volumes than Mandalay , Avenue. This plan responded to the desire fnr a more "pedestrian friendly" street by creating wider sldewalk areas and narrower street crossings. Public meetings on th� plan w�re hezd #o obtain community inp�t. WhiEe detailed arigin-d�stina�ion data is unavailab�e, traffic count data suggests fess than half of tlie traffic on Mandalay between Pier 60 Drive and Baymont Street is local #o t#�e business area. The most significant proporiior� of the traffic is generated by the residentia! develapment north of Baymon4. S��ce Mandalay provides #he onfy �oint of access ta this area� the reduc#ion in traffic lanes and the diversion of traffic to less direct rouies were maJor concems rais�d by the neigi�borhood. Resolution of #his iss�e is an objecti�e of #he alternatives analyzed in fhis study. Our concerns with the original improvement pfan also ir�cfude the reduction of through traffic lanes ir� the corridor and the provisior�s for angle parking spaces adjacsn� to one through �ane. E�en though our analysis indicates that Mandalay Aventae is carrying traffic volumes that are well below its capacity, we believe it is importar�t for street system operations and for accessibility to the north end neighborhood to mai�tain existing capacity �-�, le�els. This can be accompllshed by either utilizing one-way streets which h��e higher .._.,1 capac�#ies per lane or simply by balancing lanes with new lanes on parallel streets �e.g. Poinsettia Avenue) to replace closed lanes on Mandaiay Aven�e. A�so, we recommend that angte parking only be considered where it is adjacent to two #raffic fanes in fhe same directian so that t�rough traffc can travel past the park{ng maneuv�rs. Since the number of on-s#reef parking spac�s was not vi�wed as a ma�or issue ail altematives inco�porated parallel park�ng only. E�hancemEn#s to the pedestrianlbicycle environm�nts are anticipated with the new north- south beach front faci�ity as well as sidewal#c wid�ning along the Mandalay Avenus which is incorporat�d with each alternati�e. De�e�opm�nt of additional facili�ies in areas east of Mandalaywould not be a high priority due to the much lower leve! of pedestrian, bicycle a�td vehic(e ac#ivity. The following imp��vement alternatives for the Mandalay AveJPoinsettia Dr. corridor were evafuated: • Altemati�e A� -- Four Lane Mandalay • Altemativ� A2 -- Balanced Lane Plan o AI#ernative A3 -- 4ne Way Pair o Alternative A4 -- Four Lane Poinsettia '�"� 25 � �. ..... . . . Ai#Qmative A1-- Create curvalinear street alignment for Manda�ay Avenue, but keep �� Four Lane fa�r through lar�es witho� cenier med�an (a2 feet wide} and provide .� , Mandalay on-street paraf�el pa�king spaces offse# from each other so that .� � Mandalay Av�nue is ne�er wider than 5� feet mid-block and 42 feet � at inters�ctio� cross walks. Typical cross sec#ions far t�tis aiternative � are depicted in Figure 12. Figure 13 ide�tifies the gene�al � cor�struct�on lim�ts and required iniersectio� lans �ses. Figures 14 ". and 'I5 present the traff�c volumes associa#ed with this alternati�e. I. __�� y� ,. i� � Mandalay Avenus 11' ii• -- •- 1B' 3, fi4` poinsettia Street 15' 15` 30' TYPICAL CROSS SECTIDNS--A'� DKS Assoctsias 26 12 6eymant 5t. � �� '' ' fi� � �� Requlres Eiaioaation oi E-W Pedestrlan � Mavements to � Attemate Locatlo� t�° cv � � A�#ernat��e A�--Four Lane Manda� N � Pier 6oicausewey � Requfred LaneslGeomeldes � Traftk Slgna! Control �-V `'.i`v lncrease Slda�taik 1Mdtfi �.-: r, r.. 13 ,� �� , � 0 � 120 � � � �.,5 � � �� 5� �T� �s� � � g ai Q � � � � C CO � Papaya St. St. �a� N � � � � G .Q Q. �� -- 5 �. �� L ❑ � 1-�. 0 .�.: � � � L11 N W E � � N � �-- � �3 i� '� l�s� IG��] ��o l��1 �,� $ � � � ��-- � E-- � � � �� f� � Pfer 6DICauseway ��sa � � $ � a�-� �3 ° �3 ❑ 0 � � � e � � Al�ernat�ve A1-�Weekday Design Hour Traffic Vo�umes �.:. .� _... . . , . . . .. 14 i �� 5� �T� ,s-�1 ~�� Papaya St ai Q � m i� � C lC � F.- � s�. �5 ,�—� � � �� : � � � a� � C .� a �: ❑ a� � a L N � �o w N W E s �i � � �— � Y3 4� � iC-� f�W�1 �� ,37� � �A5 � 950 Ir 25 � �-�-1445 �� ,� � � Pier BO1Ca�s�way �585 L �$� 15� N Ri � ❑ '" 0 � at c � a U A��ernative A'� �-Weekend Design Hour Traffic Volumes '� 5 ' i �� Alternati�e A2-- Create a balanced fane street plan w+ti� Mandalay Avenue having � �� Balanced Lane two sou#hbound lanes and one norihbound lane (36 feet widej and i Pian with F'oinsettia having two northbound lartes and one southbound . lane (33 feet wide). Pro�ide w�der pedes#rian areas vn Mandalay Avenue witl� ang�e parking spaces on t�e west side and paralfel parking spaces on the east side. Widen Poinsett�a on th� west side #rom 3a f�et to 33 feet to obtain the additional �ane. Typicat cross sectfons for #his alternative are depicted in Figure 16. Figure 17 ' identifies fhe general constru�tion iim�ts and required �ntersect+on . lane uses. Figuses 18 and � 9 present tt�e traff3c volumes associated with this alternative. i � a � i i --. � � Mandalay Avenue t�� „- � - -- a. 64' Poinsettia Street 11� " �1� 33' �TYPICAL CROSS SECTIONS-�p2 v�rsAssocteres � B 30 ; ,�„� 4 i s � , ; ; � � � 3 � � � �.��_ '�,ti . � � •r rr+��s - �Baymont 5t. : 9 rr�� 9a i i ,{�� . � �hl% � Papaya St. � �� : Tum lane pravEsiona ar " : � reslr�c�ians may be tequlted ;; Q to pravant blodcage ot • northbound througfi lane by �. tu ieR tum mavemant ; :.a : � i � I J � : �..— � � �--h . . • �1 l � 4tequices Relacatian of �-W Pedestrian � Movements ta � Altemate l.oqtfon � � �p� (� ._r � m m C a° �� W N W E r U � �� C'�`,r � P'fer 80/Causeway [f' �j Requlrod E.aneslGeometries �■•• r ProhEbit �n-Streei Parldng � Tra!'ffc Sfgnal Control ��; fncraase Comsr Radlcts �'iv�.` �• [ncreesa Sfdewalk IMdtt� � 1Mden Street by 3 feet .,...n. • . • .. Eltminate Adjacent Angie Pa rkln p Alternative A2��Ba�anced Lane P�an '� 7 �� ' �� i i � � a � 350 u� � g � �s � � �� T� ,s� � � � �� ` �v N [l� 0 O 'C7 � � � o • U Ai�ernative A2�-Vlleek �r�1,°0° � fi—ss . 1� a0 � E—,� �_„� � � � �� Pier 601Causeway go as-� �3 ° �i ' Assumea 5096 af thls movamcnt dhrerted to NB PolnaettEa Design Hour Traffc Volumes '�8 � -.,�... -�.�� . ., .. . . . -- -- � - . � r i �. _ ._.✓ � 5 i I� � � � �� Baymont 5t, 5� �T� 15`� �"� Papaya St. ai 4 � m ia 'a � ca � 15 50 N � � a� � � .Q a �.- � �-�- 5 �� L� m � a � � m w N W E s �3 � � �--� � es• �3 !R � �" � � � � � � 950 � W �l �""" i� � � �445 � � � I � � � ,�� ,"� Pier 60/Causeway ��s � 8 �Q 15—y � �i � I Q N �� a � c� ' Aesumea Sp96 oi thls mvvement dlve�ted to NB Palnsettle i o i v ' Alterna��e A��We�kend Design Hour Traffic Voiumes , 19 � ! B .-� Altemative A3•- � Crea#e one way pair with Mandalay Avenue having two souihbound �ne Way Pair lanes (22 feetwidej and Poinseitia having two northbound lanes (30 feet wide). Provide wider pedestrlan areas on Mandalay Avenue . with parallei parking spaces on both sides ot the street� offset from each o#her so that Mandalay Avenue is never wider than 30 feet. Typical cxoss sec#ions for t��s alternative are depicted in Figure 20. � Figure 21 identifies the general construction timits� and required � intersection lane use cor�figurations. Figures 22 and 23 present #he . traffic demands assvciated with this alternative. ;� , �� r � s � ,� , Ma�datay Avenue ��' � � ts 64' Poir�se#tia Street 7 5' 15 4------- 3 p' -► !,TYPtCA�. CR�SS SECTIONS--A3 DXSAssocJares ----- --- _ 20 34 4 __ --� . . �•�; �.��..:,��=W_-��:-�'�= ----- -- ' - r� � �� . � � � 1 � I ' � .� i � . � � ' `��eM► �►'Vr , � � �r � � ;Q � "ro % '� ` % r�a ' ..� .. I �� ...� Requlres Reiocation � of E-W Pedaatrlan o Moverr�enta to 'a � � 6aymont 5t. � �� 5t. (ra."" � � � R � a� 'o a � � �� N W S � 5 ❑ � � � W � � � Pler �D/Ca�sevuay Altemate Locatian � '� Requfred l.enes/G�ometr�es •■■•� Prohihft qn•Street Parki� U � TraiTlc 5ignal Coniro� '}; Increase Cnmer Radius �`rn'�.,n,�; lncraas� Sidewalk 1M1IfdUt A[ternative A3--Mandalay�Po�nsettia One Way Pair 27 � � I � � i 3 � ,�� --580 � � r �� 5� � T? �5� �� E ..--..�. �—eoo lc--s5 �- ao � �, a5s � � � � �� o �, Pier 601Causeway �i°�3 � .. � _ � � � � c U Alternatirre A3�Weekday Design Hour Traffic Volumes 22 � , � _. � ) � R� N � � �� ,y �-zo 6a �ST� 5� ra a o 15� ai Q � m � � c cn � Papaya St. �� St. �� .s N cn � w w � 0 a ` O a� � 0 � � � � N W E s � � � �— o 0 0 0 � 80 � � � � 4S ��y �� y �� yto �„� pier fiDlCauseway ts7o � o u� qo-� �' �i � L ❑ � � � � � Q U Alternakive A3- We�kend Design Hour Traffic Vo[umes 23 �. ;..� Aitemati�e A4-- Create curvalinear str�et a�ignment for Mandalay Avenue, reducir�g Four Lane it to a two �ane, two-way facility (24 feet wfde} without �center " PoinsetEia. median. Provide on-street para�lel parkir�g spaces. Widen I�I , Poinsett€a by 14 feet ta provide a faUr lane undivided cross sectian � . (44 feet wide�. Typical cros� sections for this aiternative are . depicted in Figure 24. Figure 25 identi��s the general construction limits and required intersection lane uses. F�gures 26 and 27 present the traffic volumes associated witi� this alternative. �--� � � i � .� i `�,�+�✓ .,...,...,�_.. - ._w.......: Mandalay Avenue zo� - -- ��, 64' Poir�settia Str��t ar — >>, 44' TYPICAL CROSS SECTIONS--A4 DKS Assoaiates � , 24 � �*� � �'� �S �� f �, ��sBaymont 5t� � '�i�T ! 0 W : � � • ' � '�um lane provlslons or = m res#rlctbns may ba tequEred ` ' � to p�event blodcage ai '� q through lanes hy IefE tum :�� movements ' � -d . 1 � I ��+ r { t �. �y � � �•• �� Req�ires Rebcatian of E-W Pedeatrfan � Movemants io 0 Altemate �ocation v� U st. � a •ro .� r�i� .O a � "�,� ' � � �� 0 � � N ((��yy W � � � � RequEred �eneslGeametriea � TraRic Sipnal Control Yr,,`.� Inuease Sidewalk IMdth J A�ternative A4,� Four Lane Po�nsettia N W E � Pier 60/Causeway ■ .. + � Prohi�fl On-Straet Parfdng '1; Increasa Comer Radfus � V41den Streel hy 14 feet • .... Ellminata AdJacent Anple Perkfng 25 '� � �T � s Y c� � � � �� i �.� � � �aymont St. 5� � T� 15`y � � $ �� o �- �v c0 �� , E �� 9S � � � �� P�er 601Causeway o N�� -- � � °�3 � � � ' Assurnea5096 of thls movament diverted lo N9 palrssettia � '" Assumes 309b oi thls movement dlverled to SB polrtsettfa U A�ternativ� A4- Weekday Design Hour Traffic VoEumes �6 � � � 1 ._.�� ---� � u� �o �-- 255 cv E.�. 15 ��y �-� Baymont Sl. �� T� 15� � � Papaya St. ai Q � � � 'O � � � 4'/ � {1 � �ilJf ��y �� i �� 8� 15 ""'y �� +: � co � a� � � 4 a {l •\ � �� a5-�% �a�s� �s--� �� 5 .�..r. �� ❑ m �. 0 � H i� � w N W E S � z�s �--� 1190 � �,,, � � � � �,� �� 17�4 � Pier6QlGauseway � �g L � Q r 0 � � ' Assumea 5096 of this movement d{verled !o NB Polf�settia Q� '• Assumes 3(396 of tt►{s snovet�ent dlverted ta SS f'als�setUa V Alternati�e A4--Week�nd D�sign Hour Traffic Vo�umes 2T f..� B) Gu�fi►iew Boule�ardlCoronado Dri�e Corridor The Gulfview BoulevardlCoro�ado Drive corridor provides primary access to the beach area and beach parking and also serves through traffic, linking 5R fi0 to the Clearwater Pass Bridge. Gulf View Boulevard is 4D feet wide, has one traffic lane in each direction with a cer�ter �eft turn lane at intersections and has on-street paralle! parking spaces an the west side of the str�et. The street car�i�s approximateiy 16,000 vehicles per day and 1,500 v�hicles per hour dur�ng peak des#gn day conditions. The predominant direction of #ravef on Gulf Vi�w Boulevard is southbound. Th� interseckions on Gul€ View Boulevard at Coro�ado Dri�e and Hamden Drive are controll�d by traffc signa�s which provide acceptable traffic operations for motorists and safe crossing points �or pedestrians and bicyclist. Other painted c�osswalks are loca#ed at First Street, Third Street, Fifth Streef and the Entrance #o Parki�g Lot 32-S. Coronado Drive is 30 fee#wide, Ytas one wid� traffic lar�e in each direction and serves off- str�et 90 degroe parking for adjacent prop�rti�s. Less than 20% o# the �roper'ty frontag� a�ong Co�o�ado has sidewalks. None of #he east west cross streets have sid�walks and th�re are no striped crasswalks. Coronado ❑rive carries approximate�y 10,000 veh�cles per day and 1,300 ��hici�s per hour during peak design day cond�tions. The predominant direction of �ravel on Coronado Drive is northbo�nd. Gulfview Boulevard and Coronado Drive both have significant multi�funckional ��j transportation roles ir� th� beach area. They provide direct access to the pubiic parking � !o#s for the beach and to numerous resort establishments and related busirtesses Both routes also serve as connectors to the two entra�ces to #he beach area (Memorial Causeway Bridge and Sand Key Bridge). Gulfvisw Boulevard has a slight�y great�r role in local access and circulation for the beachfront which is evidenced by the higher traffic and pedestr�an volumes. Both routes carry a significant volume of through traffic {trips having both origins and destinations ou#side of #he beach area} although no s#udy has been made to determine the exact propor#ion. Hamden Dri�e is afso 30 feetwide with one lar�e of #rave! �n each directian. This roadway carries approximately 1,800 vehi�les per day north o# Coronado. Similar to Coronado much of the streei frontage on Hamden �s us�d by 90 degree parking. Less than 25 percer�t of the pro�erty fron#age has sidewalks. None of the east-west cross streets have sidewaEks. In the period from January� 1955 to .lune� 1997 a total of fifi accfdents were recorded in th�s corridor with four involving p�destrians or bicyclists. The objective of improvements in this cor�idor wou}d be to improve pedestrianl bicycle conditions on Gul�view Bou�evard by eliminatir�g the cenier left turn lane on Gulfview and expanding #he adjacent pedestrian ar�a. This will be accomplished witf�aut reducing � 42 1�, � � , `� overall s#reet capacity #or Ehrough tratflc by developing one-way str�et op�rations which have higher capaci#�es per lane than two-way streets. For a!I t�ese alternat€ves� north- south bicycle movements w�11 be accommodated primari#y by the new beacM front facility. There�ore parallel faci33ties are not recommended on Gulfview, Coronado or Hamden. Pedestrianlbicycle facilities along the east west cross streets, while desirable, wouid r�present a create major cor�filict in use with the angle parking. Abse�ce of sidewalks makes. identi�ca#ion and control of east-west pedestrian crossing points on Coronado and Hamden problematic. � The foilowing alternatives were e�aluated for the Gulfvlew BoulevardlCoranado Drive corridor: • �1ltemative B'��-GulfviewlCoronado �ne Way Pair • Aitemative B2--GulfviewlHamden Qne Way Pair • Altemative B3--Co�onadolHamden One Way Pair 1 , u � � r . 43 . ,� w,.� � ....1 . .� i � i ; � i .� Alternativo 8�-- Create a one-way pair wit� Gu�fv�ew Boulevard hav�ng two Guifviewl southbound lanes (22 feet wide) and Coronado Drive havfng two Caronado One northbound lanes (30 feet wide}. Provide wide� �edestrian areas on Way Pair Gulfview Boulevard. Typical cross sect�ons far this aiternative are depic#ed in Figu�e 28. Figure 29 identifies the general constructfon limits and requif�d intersection lan� uses. F(gures 30 ar�d 31 present the traffc voiumes as�ociated with this aiternative. Gulfview Boule�ard ,�� „- e� g� �--- 40' -----► Coronado Drive ,� ,� �--�------�-- 3q' ---� TYPICAL CROSS SEGTIONS�-B1 DKS Assoclates � 44 28 , i j � � � i ' i 3� N W�E s .; � �� a� . 3•: w� �� c� �%: i Revlse Inlsrsectbn Chann�l�alion �� `— Pedestrian Slgnel 0 THIRD S�. � 1 ��~ o � � z 0 � U � 1 F�� ,�s sr. h� �n "r � �F�Q� a 8RlGHTyyq� �� R R � � x� SAYSIDE QR. Rcvise intersection Channellzalion �j Requlred LaneslGeometries � Traific Slgnal CoMro! � ��;� lncreaae Parkway '�` " " " and/orSEdewalk Widlh � Pedas�rian Slgne! '•� ^ �` '� Increase Comor Radius �� Ifternati�e B1--Gulfview-Coronado One Way Pair � , '^*+aN:arlinr:. $. ... .... 29 �� ;I � „ N W�� S � v, � Alterna�ive B1 ��Wee Design Hour Traffic Vo�umes 3� � f 3� .' ' ' � :,�� ;' i '7s f f i f ,.� � � N � w -{� $ s i U, ! � ` Alternati�e B'�--Weekend aesign Hour Traffic Volumes 3'� k� Altemative B2«- Create one-way pair with Gu�fview Boulevard having two southbo�snd � Gulfi►iew/ 1an�s �22 feetwide} and Hamden Drive having two northbound lanes Hamden One (30 feet wide). P�ovide wider pedestrian areas on Gu[fview .Way Pair Boulevard. De-emphasize use oi Coronado as a carrier of through traffic. TypicaE cross sectfons for ti�is alternative are depicted �n Figure 32. Figure 33 identifle5 the general construct�on �imits and required intersection lane uses. Figures 34 and 35 preseni the traffic volumes associa#ed with this alternative. � '*�� G�ifview Boulevard ,�- „� �' s� f------ 40' ------�-� Hamden Drive ,�- . „ �� 30' ----�----�► TYPiCAL CROSS SECTil7NS--B2 32 �KS Assoclares 0 .; •�t•. �. � .. _ ' ;� ,--,. .� . i � ► � . i i �.�d N W�8 , 5 � �, , �; �� ' �� c�. � u� r , 1 Pedesir�an Slgnal � � Revlso Inlnrsection Channellzatlan ,,- ,.� . . . . �� • � •/if X. �� i�sr s , . DLc�,�N4R yr.� �� q � � � �R1GkTYV q at�� oR. � x • . � � � x ��1� sr. �r �--� aAYSl�E pF2, � Ravls� Intcrsc�cllo� Channeliralion • ', Frohibit Le1t Tum � ' � � �j Requlred LaneslGeometrfes .� . I ''` � Tramc Slgnal Control ` ,, ` ;r�;�,�,�,,.r Increase Sldswalk Wldth/ Pedeslrlan Signal ' •;"^ �`� ' ^ ^ ^ �' Provid� Bikeway �..j � `1; Increasa Cnmar Radius � A�ternative 132--Gu�fview-Hamd�n One Way Pair 33 �.., ... . . . � `� t :_ i � •`�..I �. N w�� a � ( v, Alternative B2--Weekend Design Hour Tr�ffic Volumes 35 _........ ,, ...,. , .... . . . . . .. . e Aitemative B3•- Create one-way pair with Coronado Drive having two southbot�nd Coronadal lanes (30 feet widej and Hamden ❑rive having two northbound lanes Mamden One (30 feet widej. Provide wider p�destrian areas on Gulfirlew Way Pair Bot�leva�d and de-emphasize this s#reet as a through traffic carrier. Typical cross sections for this aiternati�e are depicted in Figure 36. Figure 37 identi�es the genera� construction limits and required intersection lar�e uses. Figures 38 and 39 present the traffc �olumes ' associated with this aiterna#�ve. Gulfview Boulevard 71 li g� 8' �---- 4 p� -► Coronado Drive ,� »- f------- 3Q' ---► Hamden Drive �� 4-----�-�-- 30' ----�-------► �TYPICAL CR4SS SECTI4NS--B3 Dlr"S Assaciares 52 3� i .., . � N W�E S > �� ; � �� "�j.�, Fiavia� Inters�cllon Channelizalfon .. � ' �� r E�- � FIRBT s ,�� THIRp ST, �� V° R � � � � SR1G � ' Q N7Wq�R DR. o z w a �0 w .� �1�� S � r BAYSIDE bR, � ' Revise Interseclio� Chann�ElzaUon Prohibll LQft T'wn � . .� ` r "'� Required l.anes/Geametries � 'f � , V� � ' � Trafllc Slgna! Cantrol � ;� �,�.r..hr Increasa Sidswalk Widthl -• '�` �'�" " " Provlde Blkeway �� , � '�; In�reasa Comer ftadlus 5�a��i'� Vl�fden Streetlo Four Lanee , f//� Stract Cbsure 1 Trafflc qivariar �1�ternative B3-�Coronado-Hamden� �ne Way Pa�ir � 37 ''. }': .::.: . . '' ';"+.�'•7 �, �w/ t .� � � N W�S T s i 4 Al�ern��ive B3rryvee Design Hau� Traffic Volumes 38 � E � �,��. . ., . . , .. � , �� k � I ,� � w{�.� T 6 � Alternati�e B3�-Weekend Des�gn Hour Traffic Vnlumes 39 � y .... �rNi �._a' .;�_ __".'._��"_____. . .. C} Gulfview BoulevardlBayway Boulevard Corridor Gulfview Boulevard has different operaEional characteristics south of Fifth Stfeet. The street is striped �or one wide traffic lane i� each direction wFth a ce�ter two-way left turn lane and no on-street parking. The cent�r lar�e is used extensively for #urning movements into adjacent off-s#r�et parking �o�s and �or temporary truck ssrvice parking. The street carrles approximate�y 14,000 vehicles p�r d�y and 1�00 vehicles per haur during peak design day conditions. T�� intersection on G�affiriew Boulevard at Hamden !]riv� is controlled by a traffc signal wi�ich proviaes acceptabfe t�affic operating conditions for motorists. The intersection of Gulfview Bou�evard and Gulf arive at the end of the Clearwater Pass Bridge is controlled by Stop signs facir�g Gu(fview Boul�vard. A total of 18 accidents o�curred at th�s intersection during the period firom January, �995 to J�sne, 1997 with three invol�ing bicyclists. , Bayway Boufevard is 40 feet wide, providing one wide t�affic lane in each direction and on-street parallel parking on the south slde of the street. The street carries approximately 3,�0� vehicles per day and 200 ��hicles p�r hour during peak design day conditions. Bayway Boulevard is very much underutilized in comparison to Gulfview Bo�levard. The abjecti�e of improvements in this corridor would be to improve pedes#rlan/bicycle conditior�s whhaut reducing street capacify for through traffc. Currently the pavement on Gulfview and Bayway Boulevatds is underutilized. It would be passible to create a �`� bicycle lane withvut reducing traffic capacity. How�ver� to create more pedestrian space, � it is necessary to consider one way street operatior�s w�ich have a higher capaci#ies �er �ane than two-way streets. TF�e fol{owing alternatives were evafuated for the Gulfvi�w Bouie�ard/Bayway Bouie�ard. carrido�: • Altemati�e C1-- Add Bicycle Lane • Altemative C2 -- One Way Pai� l�:� '�` 56 �"� Alternative C1-» Maintain existing street con�guratian, circula#�on pa�terns, and � ' Add Bicycle opera�ivns. 5tripe one bicycle fane (4 feet wide) on the soc�th side of Lane Guffview Boutevard a�d on the north s�de ofi Bayway Boulevard. � � Sign both streets as bicycle routes with eastbo�nd on Gulfview � Boulevard and westbound on Bayway Baulevard. Options far thls altsmative wou4d be to locate both bicycSe Sanes on either GuS�view Boulevard or Bayway Boulevard. Typica! cro�s sections for this alternati�e are depicted in Figure 40. Figure 41 ident�fies the . ger�erai construction limits ar�d required �nte�section lane uses. ,. Figu�res 42 and 43 present the traffic volum�s associated with tFris � alternati�e. ..� •...,� � � �` � Guifview Boulevard �• as. ,�- �a, � -� - 4 a � ---► 8ayway Bot�levard ,. ,.• „- +. �--�--- q p' --�---i► TYP[CAL CROSS S�CTI�NS--C'! 4� DI�S AssociAles 57 �� _:.._..�:.- �- � - - - -�- . . . . . .. , :� , � . . , . . ; . � �w y � , � • �•„�:o.x.,:waa::�.us..-.an �..,...... . � . . . ..i'.` • .L� . . . . . . . ' ., , ... ��' N d C �0 J d w,y V !�+ V ■rr � � � a � � � �` I �rr �J �/�w 7�w ` � .�+% �� a �, • w z � � 9 ,.�., .,�,.�..�.,, ,.. . , ,. . .. . , , , � � : .. ° . . . . ... . . ... . \ � � N � � � r.. O � v � � � F �. � O . _ � QI .� N � L.7 � ca � � � � � � � V d y .� � r� G � � .�+ ...� Q � � � .' . � � � � � � , ., i ,. .! . 4 i � , ., . w x � � �i, i r e1w�MJVh�r;✓'.ii�.il:.r�....... � 'd` N d � 7 � D � v �N � r � � 0 _ c � ..�. N � C] � c a� �c d a� � � r V � � •� � � � �. +��++ � � � A�f#arnati�e C2-- Create one-way pair with Gul€view Boufevard having two eastbound _`� Ane ldlday Patr �anes t2� feet w�de� and Bayway Boufevard having two westbound �' lanes (22 �eet w�de). Prov(de w�der pedestrian areas on Guffrriew Soulevard and parking spaces on the south side of BaNrvay Bou�eva�d, Stripe one bicycle lana �4 fest w�de) on the soutl� side of � Gulf View Boulsva�d and on the north side of B�yway Boulevard. Sign both streets as bicycte routes with eastbound on Gulf View �. ' Boulerrard and westbound on Bayway Boulevard. Typical cross sectfons for this a�ternative are depicted in F#gure 44. F�gu�e 45 identi�es #he general co�struction iimits and req�ir�d intersection (ane use configurations. 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'�SWL'11�Ji�� , , I ---- ---- ---�' ---- �---� �---- �----- -�-- ��---- ---� � Intersecticn t • �', � � C3ty, Stalc Count Qoy, �ata,� 5' ri Name F�i� � � � � DKS Assvciates A-�3 � a �? ) � .,� r_�_J strcct Name_ YQ ? ±'LS E' •G � � Narih Arraw � Interaection �V t'W f�1►t�S'P 1 b City, State �'8/w� �- Count Day, flatcs .Sa . S G Name�,_✓ 1`�� _,r„ � �:- � � +.�..� � � 1�KS Associates � "oZ i � �� .. � I I I ! ',ti 1 ../ � .� � 1� I � n7 � � m � � NOiti AtidW 5uec4 � � Intersection M�r�da ld yelJ�y� City� Statc � L Caun1 Day, Date S��'. 9,�� -S?- Name C � � 1._J � Df�CS Associates 77 ~ � � i� � � � a �� .If I� �� ,,�\ _..�, � � .. � d w � N � � � �. Nar#h Arraw � Interseclion ' (G !? GS� �� City, Siate C:IPGrtar t � Cot�nt Day, pate�5'D I. 9 6_ rl7 Namts �� ' I � -� � �^_, � � �KS ASSaCIc�t�'S A-'�� (4Y K �a�7 �• .y i � \ � � -- � � � North Arrow Intersedbn � CRy, State r' �"A.v LtJCY I FL �, Cou�t Qay, Dale�rJ k. �- _�� I/� J � — Name. 7'�,'�i,�� lLl"1� , � � � ,� � � DKS Associates J�1-� 7 ,1• � � � `� '� � d �� .,.�. 1 � � � North Arraw � IMorsactlan,�G ►;�,��`� � �o✓f1 n k � cny, st�tQ r�c � '�. � Count �ay, Dalfl u M �' 7 Namo %�� le I�!"� � � � � �'e 6� 0 �� r �r rs� � � � DfCS Associates � � �-�a ��y � � � I � i .,__,� ,-� Strcel Name,��41'YL � /L. -�___ North Arraw . � Iniersection� CHy, State� Coun1 Qay, pa �lame�� I� � .. .� � � Psdeslrlans Lefi T�RO Thraugh R�ghl i'um TEme Beginning ., �r Street Name .,,,,,� DKS Associates , � ��, � A-�o � � � � i o �■ �'; � � c i � �► � �., � � ' � ; C � � l �� 1 � . 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I i .s.. ..,.... �. � Claarw�tor 8each Tretflc 8tudy Kandal�y and gaymt�nt gklstinQ Weokday 1�e41qn Vnl�sna ��YGtiA[.94/T�J►Pl1CiV1 Li.�j w 13(71 Voluse 1�dju�tssnt Vark�haet .�, 11ppt tivt Plo++ Lase 6roUp Ha.o[ Lune Xdj Prpp,r�f -llvt Val pi[F Rata Graup Plon Lenes Ut�l, Ploir T.T AT -� �Ab �- �Ph - �Ph - -- vph -- -- ��a��:rrrkKww��a�ar��w�erNrMrKMrwwa�a�s��s�a��»��essas�r��isi■ !f-R�' 5.90 S -- D 0 1.40 0.DO .0� 1f-TH 610 .90 678 LT+TH+RT 72B 2 1.05 764 .06 .O1 K»LT 4q •.90 44 -- 0 0 1.QD 0.OQ .Ofl ----------__..w.. ��----------------------..............��.. �........»....»»..�»»..».. R-RT 120 .90 133 -- 0 D 1.06 0.00 .40 8-TH 15 .90 17 L�+Ti[;RT 17x 1 1.C6 172 .13 .77 E-LT �0 .90 22 -- p 0 l..OD 0.00 .00 we-RTr--4Q+ .9Q----+4�_�_»M_.,..�..°Q----D-----1.00------a--.00 .00 8-7fi S60 .90 511 LT�TH4RT 5BB 2 1.05 517 .06 .07 S-LT 30 .90 33 -- 0 4 1.Oa 0.00 .00 UI-R?� 1S .90........i'W..-y__�------a----�-----1.D0------0--.04 .06 . H-'1'[i 5 .90 6 4T+TH*RT 29 I 1.00 Z9 .21 .59 H-LT 5.9{f 6 -- 0 � 1.00 q.Q6 .00 09/24/97 iT:28:01 �: � SIGHAL94/�611pAC[VI L1.4] - HQ1 BaCur��,inn PJ.ax Adjustaacnt Workeheat .• Xp Lan• No �djuetssent Fectors Adj pr Graup Ideel aE »�_�y----------------------°--�_....�........»..�....�......» 8at- � c!i . Nvmts Batl1 Lns Lane lseevy eus ]1r Riqht LnfC Adi fipx �� -- -- pcphq - Midth Vah� Orada ParkQ Dlock Lpa Turn Turst Ftsct vphq s��=s�s��auRaxis�rt��s�=��=ssseaa��ss�eserer�rr�ersrtry.�s�waw�wwrc�wwawww:;aa�o�wsn ff-�,?tTH+RT 1900 2 .967 .980 1.000 .900 I.000 1.0 .999 .843 I.00 2729 �--°�------------...,..�......»»�....-----�---------------------------------------�_�.. ' 1!-LTtTH+RT 1900 1 1.033 .900 1.000 .800 2.006 1.0 .777 .988 1.D0 i182 ...... _ �......�-------------------------..».. �..»» �»� � � � - ------------- ------------------ S-L'�+'i'Ei+RT 19DD x .967 .980 1.000 .90D I.00D !.b .997 .814 I.Op 26Q5 ---,.._�...._......»..»»..--�------------------^--•.,.._..�_»..........�......_..��..�........------- � 1ii-LT+TH+RT 19D0 1 1.Q33 .480 1.004 1.00D 1.D00 I.Q .847 .944 I,DQ 1465 y +�.��..�.......,.«...��»�..�� J «! r • � 1 +� t'� ' --•ra...r.sdcL.�.a>. ,-,r.....�..�.. , . � � , ___-' .�_�or.reaa i �� . • Clqerveter Deach Tratfic Study llu�dalny ar�d flay�ont Itxirtinq wcakday ooai�n Vol.unrs ��IGNl1I.94/TB11S+11GIy1 I.1.4] - 1[C!1 8upp],asentnl L�'-Pactox' ltorkeheat 09/24/97 17:25:0� ' AQpraach Input/Calcnletipn • fl-LT S�LT S-LT W-LT •��s�e��riKwreswwwwa�ae.�www�s�Mwf�wwwas��MrwwwMKaK��»t��aMr�y7+r�rr�a�sa»s�f�w�� C- Cycle Lenqth SS.0000 55.Oa40 55.OD00 55.OD�Q ti � Jlatuel Gruen Timo 22.p000 22.0600 2Z.D40a 22.DOOQ q- 8ifectiva Green 7iAa 25.D000 24.Q000 Z5.0(300 24.0000 Qp » Opp. EffeCtive Greart Time 25.00q0 24.00D0 25.DD00 24.AOOU R� Humber of tane� 2.a0d0 1.Q440 2.(1(140 l.aaon !lo - lfa. of Opp. tanes (9-17j Z.0000 1.q00a 2.0040 1.Od00 vLx - 1ldjustad L'! Plnw Etnte 44.uaao xx.0�da 33.0000 6.aaoo PLS - 8roportion a! LT .a6D4 .1279 .D551 ,2069 pLTo - Prop, nt Opp. LT ( 9-19 ) .05fs1 .2059 . 06D�i .�.274 vo -�cljunt�d qpp. Flor Rat� 517.DOD0 29.00D0 764.QD40 . 172.AaD0 tL - Lo+�t ?!a� 3.OQQQ 3.flGDD 3.Op�0 3.00OD --��..�----..»��----�----�----.. ��------»»....�........------�--»....».._��_r----�,..----- 4TC - Lalt Turns ppr Cycla .6722 .336]. .5042 .�917 Vaic - Opp. P1crM /Larie /Cycla 4.7132 .4431 5.8361 2,6278 flpo - Opponin� Platoon Ratia 1.OD60 1.0000 1.00OA 1,Q000 q! - Pirat LT 8�'fqct. Graon 8.3318 11.2659 9.8233 15.xb93 gro - Oppasinq Queue �atio .5455 .5636 .5455 .5636 gc� - Opp. (jUeuo BffrsGt. Craen 3.2052 .00nq 5.0810 x.5173 �u - Un4aturated 6ffect. (ireers 16.5682 12.7341 15.1767 B.S307 fa - LT Sa�ux. Pactor (9-iT} .4894 .8569 .3975 .7675 PL - Propartion oi L'� (9-17) .1798 .1279 .J.893 .2069 n � lTe�c. Ogp. Vaksiclea (9-iQ} .D000 .46D0 .00Qfl .OA94 PTHa - Prop. Tit in Opp. (9-18) .9a34 .7931 .934b .E721 SL1 -'�H 8quivnlent for L'� 3.BD40 1.1877 5.5680 ]..$67Q aLx - Opg. TF[ 8quiv. {9-18} ,0000 .a000 .D000 .00OQ fain - tiinimwa Value tor fLT ,�9a{ .fl94b .0951 .1006 fa - LT P'actor far LT (9�17) .7?b5 .9876 .7185 .9440 !Lr � L'� paCtor for Lono Groug .8433 .9876 .81�2 .9440 , gii3Hnr.9a/T�r►Q�C[vx i.1.4] - HCI�f Capaaity Jlnelygia �lorkeheat Lane LT 1►dj 1�dj Flqw Grnen Lane V/C Crit � f3raup Phaaq Flrnr Sati1 Rat�a Ratio Group Ratia Lancs "ch lSvts Type Rnte Rato v/s g/C C�p�C v/c Cirp , -- -- -� v'P�► �h4 -- �- vJ?h -- - � xawsrr�rr�s��aa�a�esswsesras�e�er:ar:aseri��sancc�s�aansawst+an��rraa H�LT+TH�F1? 754 2729 .28D .4�5 1242 .b16 * S-LT+TK�f1T---------172----1162----.I46~~ 436 ~~5I6~Y .333----*- B-LT+TIi+BT »r~�r~�-617r»�~26Q5 r~~.237^--.455r»'1184---.521~~Yrr» ..»..----------------------------�--------�-------.»....»��»..�-------- ld-L'�+TH+AT 29 1466 .02D .436 640 .045 ------------�.��_-_---•.....��..�.._--......�..�_�....».........,..---------.. �.........._ CyFi@ UQnQt13f C �a5 64C S�7(V/B) � .4��J toet Tiae Par Cyale, L 6.0 sea !Ic � .478 �.../ �� • NNn{.'rLLc�.er i.hy.r. . . . . . . . .. . .. . ., . r ' . � � � � ,<..., _ . � •' Clearwater 8eack Trailic Stiudy 09/2�/97 !lendelsy e,nd 1layaoat . � 17:26:04 gxi�tinq weelcdey I3e�tgn Yolume ;' , }iGN11L44/T6J►priC[V1 L1,4j - KQ3 Lavel-ol-6arvl,co Workeheet ! ,� Ap Las�e Vol Siraan Unii Dalay Lane C�1• YnCr Lane Lan , gr Group ftatia Ra�io Dolny lact f3roup 7'or�a Dpley Graup (irp l�ppr Appr � � ch Hvts v/c q/C di ' �F Capaa s d2 Delay I,OS I3al�y 408 • .... __ .._ __ s�C/v -- vp1� - eec/v eec/v - sec/v - � ■�s�ww*s��ast�see�rM�yxw�K�wa��a�sssawxawtwaxrrxY�ra�aer��s�ssts��a�:=ass�w�� • ?i-LT+'tH�i�T , b16 .455 B.6 . BS 1241 16 . 6y B. Q 8+ -----_,»........--�------------�.._�........»»....-� -------------��__ ��> 8.0 8� 8-L7'�'Pi[+ii'T . 333 .496 7. 8 .85 516 ' 14 . i5 6. B g+ ------,....»_��......�.._��-----------------------�------�..w................,--> 6.8 Br �.y8-LT+TH*AT .521 .555 B.1 .B5 • 1184 16 .3�f 7.3 8+ ' �-------------- -......»........�.... ��-------..�.. ....�.._..........��-----------> 7.3 u+ it-LTtTH+RT :0�5 .436 6.8 .E5 640 16 .OD 5.B 8♦ ....�.... � ��-�-----°�---��......_..�...»»,...�.,..^-----^-----------------> 5.t! 8+ C�/CLS:rS�M ■ w� w n w 6 c� l+s Xfit TOt81 .538 ��a��ass��ssesss�s�a��aa�wqwn�wt�rrit�e�eei 7.� aF "r� :.. '. : . � � • ' � � � . . . � . � . ;.� . . � � , � .. ' • !'. ' ' • - ' ' ' ,� . � ° ' • � ' �. � ° i• . . . . ' . . � , . s ,��' . , ' : • . , , ' ' . . � , ' � . z' . • ' � � , . • , � ' . '., . � . . - � ' • ;� ' . � . . . ' ' . �. . . � � ' , , . . , , . 1. � � , � ' ' . , . � " ' . . . . :4 � . . . . . . ' . 1 . � . . . � ' i . l� � � ' • ' � � , , . ! . . E ' , , ' ' � ' . . . . . ' . � � �— � . .. .��/FYiL.l�+l.dYr. ..v. . ... , . ..... .. .�.a.... ..... " ' ' . .. . . � . .... �.r1� . ..... � , ' �I � .. „ � . � � � , 5 s ° � �irr- _ —�� —_ _- — _ _ _ ' . . . � � , � . .. .. . . ..�.....s.P . +'�. �� .. ........ � ' Cleaxwat�r dcach xreftic Study ' Nand�7.ay and eaya�ont Pati�linq VeQkand nasiqn Valuan ,..:•t(iH11L94/�'8AP71C[V1 L1.4] - 1lCti Ynput WorkshoBt xnter��ction � o - � � 09/30/9T 10:09:56 Araa Lacakion Typn: HO�tCbb G I 1� I 1 I xaY: Yo�tn�6s -- > � s � 5�0 � ao II I I wsnrits i •o I 2z•a i •o II I v L�HE$ 1 o( 2! 4 II �-------------------- I 1 � II \ 75 .0 0 ------- ------ / I 1 ----------�-------- /f1' -- is is.o i r . �=s�wa�tir��e�rarfs ......�»»....�..»..��....� I s .a o� + � xa .a 0 Horth � ••••••«y��.^�� ar�rs��aa��rere�err■ � a 13.0 1 -- _�..�,,,.,.__ _...��____ � � � ..____________ 15� .o p� II I I I . _________....___....»,,,..� � � 15 � 475 � 25 � Phneinq: 8gQU6HC6 11 I II .0 � 22.0 J .D � PSAH$V H N N N LQS�'TIKB s 3.p tteC. I II 0( � � 0 � OVEALP Y Y Y Y I I I I I I L�c1►a LD Ln 71ppr f3radu ; f[aavy Veh. Adj.Pkq Bus Pk.Hr.Pector Conl.Pad ActuaCud Arr.Typa _...., .....,».. ,........_........�..�� ..�_�_ �__ �_�__�_y�_��..� �______.. ________ ________ - � R'! TH I,x l.oC Hm Hb RT TH I.T pada/hr RT TH GT RT TN L�' --�- ---^- --_..��»»»»„»...» «»�...._� �»� __..��__�»»..�-� -°�---- --�----- -�--�--- !i .0 2.4 2.D 2.0 BQ 20 0.9Q .40 .90 50-LqW Y Y Y 3 3 3 g .0 2.Q 2.D 2.0 13p 2R 0 .90 .9D .90 5D-LQ41 Y Y Y 3 3 3 8' .0 2.0 2.Q x.p 80 20 0.9D .40 .90 50-L041 Y. Y Y 3 3 3 li .0 Z.0 2.0 2.0 Nb p 0.90 ,40 .90 50-LQW Y X Y 3 3 3 Sq Ii �~phae�~I� �+Pha1�a 2-^�_-Pha4n 3 � Phaenrt__J-_Ptwae^5--�__Pheee 6 � - *4/ww _______________...,.,_.._.,............,......,�_.._�..__�....,�.._�_�___________________��___ I"*" 1 ' I 1 f ! I �*"" I ""••� I f I I ..�}I\ I<" **> ! _<****I I 1 1 f I I �► i *��" I I I f I I I " 1++++ � I I i 1 I Harth � <+ ++>�+�*+> � � } � � I I a+� J+++� I i ! 1 I �+♦+� v E I 1 � ! � G/C� .400 � G/C�+~.4ao E~G/C��.000~��G/C�~.000��~G/C+�--OOO�j G/C� .00Orj � Ga 22.0" � Ga 22.a" � G■ .0�� G� .U" i G■ .0�� G■ .0" � � Y+R■ 6.0" � X+R� 5.4" 1 X+A■ .0" � X+R= .Q" � Y+R= .0" � Y�R� .0" � � O!'F+ .0� � OLTE�'R50.9� � CIYF■ .Ot � OPFR .0} � OFFa .0'� j OPFe .0$ J CsM5S�sec«� G� 44.Drsac ■ 80:0� Ya11.0 sec Y 20.0�--E'cdi--.0 sac-=---.0� � � �` � t i.. ,-�_ .. �, r , Cl�arw�tax Raach Tr�f��c Study t{and�lay and Bay■wnt , �kittiny Wpefcand ria�iqn voluna ' ^ ,�[Otf11L94/T811AlIC(V1 L3.4] � H[�t Volwrm Adjunt�anY warkeheet ]lppr Nvt P�oy Lana 4rpup Mo.o[ Gen• 1►di Prap.af -Kvt Vpl PIiP Rate Ora�p �lo+r Lenee Util FIoM 4T R? .,.. �}� �_ y�h ..« yph - -- vPh �- -- a�s��arri�i�w��s�s�errrrr**wRSSas�w��se��ssa��w��aw��a�w�w�a��■ x-ar s.so 6 -- o o i.oa o.00 .00 H-TH 570 .40 633 LTfTii+RT 683 2 2.05 T17 .06 .O1 H-L'� 40 .90 44 -- U 0 1.U0 0.00 .p0 .. __..��......-�----------^--»,.»....�....��---.. �.........�..�..�_�......» �..��__ s-�tT T5 . 40 93 -- fl D 1.00 0 . Db . DQ :-T1i 15 .90 17 L'�+TH+�i'� 122 1 I.40 7.22 .7.8 .68 g-r.s xo .so zz -- o o x.ao o.aa .aa 'B-aT� ri5 .9a----28_-_-�_-_-_---o-�--o-----i.00------a--.00 .00 8-T11 475 :90 52B LT+7'H+RT b73 2 1.05 fi02 .03 .05 8-LT 15 .90 17 -- 0 0 1.00 D.00 .00 ��-RT ' 15+ .90��«i�..�..----------p----O-----1.OD'---,_4,�.00 �.00 wi-Ti{ 5 .90 . 6 LT+�'H+[t7 29 1 1, 00 29 . 21 . 54 ii-LS S.4D 6 -- 0 0 1.00 4.OU .00 09/30/97 10:04:56 SIGNJ�I,94/TRAP.i1�[Vi L1.4} - H(�1 S�turation Plox ]ldjuataent �inxk�heet 11p Ltulo tta l�djuekment Fectare Adj pr �iroup Ideal of -------------..�........��»»�.....»..�..�---..��-�-----�---�- Sat- ah Hwte Sntfl Lns Lextie linavy Bua ]1r fiiqbti Left J1dj f2a+r -- -- paphg - Kidth Veha [3rade Parkq Block I.oc Turn Turn Faet vphp ��*=�a��se��rru�su�e�c�wR��wa:ss��sv��s=a��a�a�r�e�err�=�rrrrsar�rurrarr�e�er� N-LTt?B+RT 190Q x .967 .980 1.000 .900 I.oao i.p .949 .8�� 1.00 2732 _..,....._-----�----------- --........ _ ��_.... �--- �--------------------------------------- 1C-La"+TH�RT i90� 1 1.033 �.980 7..00F} .800 2.flQ0 1.0 .T92 .983 1.00 1198 -----� _....,...»......»� w�--------------- �,........ �.. _.... �...... � � �.. � ------------�------------ 8-L�'aTR}�{T I900 2 .967 .980 1,OOp �.906 1.000 ]..f1 .992 .SSZ 1.00 2E334 ��°�--------------•.......,...��-------�----------^-----..��,...._�_,.,»»»»�_..............__.._ •---1f-LT+Tfi+RT 190Q 1 7..033 .480 1.OD0 1.DOD I.000 1.0 .807 .958 I.00 1487 _..✓ ��----------------^....��..��--�-----------------------------------^----------- � � �i�`��"i'.YF.. � . . . . ... . �. .. � r� ... � . . . . ,. � !.. , � >. . . . .. . . C�aan+ater riaach Traflic S�udy Hendnley and paya�n� gxietiin� �eukand Da�iqn Valume j�ONAL94/z6APAC�Y1 4i.4] - tICJi Supplesnnntal LT-pactor workahoet 09/30/47 10:09:59 � Jlpproach Irsput/Ca1CUl�tion N-LT g-LT 8-L'� W-t,T ■r��MrwM�aw�r��s��e��nrrr��serraK�Kw�swMk�rrr�w�wsNw�r��rs�re��r�YrM�awRws�s C- Cycle Lnnqth 55.OUOD 55.D000 65.00OD 55,OOOp C- Aatuel (ireen �'taa xx.Q0�0 x7.0040 22.tlp0� •22.004D q- 6Efactive Greaa Time x5.0000 2�.0000 25.(10pQ x4.0000 qo - Opp. EitnCtivo Oraan Timn 25.QDOD 2�.00OD 25.ODOQ 24.p0�0 tf - Nuabex af I.�nea 2.0000 1,00p0 2.00D0 1.D�00 No - No, of Opp, Le�siae (9-17) 2.0000 l.aona 2.D006 1.004D �C.'P - 11t1justed LT Flotie Aato 44.0000 22.OD00 17.0006 6,OOD0 PLT - proportion af LT .0644 .10D3 .0297 .2�69 PLTo - prap. oE Opp. 4T (9,19) .Ox97 .2069 .4b44 .1803 vo - Adjusted Opp. 8iwr Rate 642.Q000 24.00dp 71T.0000 122.Q000 tL - Lost Ti�e 3.QOQp 3.O�a0 3.006Q 3.0600 �____________..___________��_____.,__.,,.,,».....,,..,,,��.,....»....»,..,..�»_ ................�.»....»�..�___ L?C - Lefx Turns ppr Cycle .6722 .3361 .259T .Q917 Volc � Opp. Plox /Las�a /Cycle A.59$5 .4431 5.�L77i 1.8639 Apo - Opposiaq Platoon ea�ia 1.��00 l.0044 ]..OA00 1.ODDD q� - Pixst �T Bftect. (iraert 8.3316 iI.2654 12,7298 15.I693 qrn � Oppneinq Queue Antiv ,5455 .5636 .5455 .5636 qq - Opp, pusue effect. Graan 3.D240 .DOUO 4.461D 1,3238 qu , Unwexuratea B!laat, Greea 16.6582 12.7341 , 12.2702 8.8307 !s - LT Satur. Pnctvr {9�17) ,4986 .8559 .�269 .7987 PL - Proportion al LT {9-17) .3901 .2803 .IOSB .�064 n - M�. Opp. Vahl,clds {9�18) .QOQO .00QQ .0000 .U000 PTHa.- Prop. TH i�r app. (9-18) .97Q3 .7931 .5356 .8i97 RL1 - TH Squivalnnt for LT 3.6240 1.i877 5.0040 1.6295 !!LZ � Opp. TFf 6qufv. (9-18) .OQ00 .00aO .00OD .00Op tnin - Hiai�m�um Va1ue ior iLT .0952 .0904 .D885 .1C06 ta - i.T Factor for LT (9-17� .778� .9826 .8539 .9576 tL� - LT BnCtox fpr Lana Gxoup .6�i40 .4826 .6620 .9575 SI(iH�L94/T�J1Pl�CIVl L1.4] » FiCH Capacitiy 7lnalysis woxkahaet v�� Lane L�' Rd� Adj Plox Graun Lane Y/C Crtt -•-fr Group Phaea Plow Setfl Ra�ia Aatia Gxoup Ratia G�a ch Nvta Typa Ratn Hatc v/e q/C Capac v/c Gcp "- �- -- vPh vphq ,.« �� vph -- - wwa�ww�sws�a=�t�a�s�aa�aars��rar�esers.�r�.wsRwana�l�vas�aanRSwss�s� N-i.T+TH+AT 717 2?32 .262 .d55 12�2 .577 * ....��..,......» .............._��-------------------------»_....__�»....,__..,.,..»_ E-LT+TH+RT 3,22 II98 .102 .436 523 ,239 * --------�-------------.....».......... ��---------------------- °--------- S�LT't�'N+�AT 662 2834 .212 .455 12BB .4G7 °----------------------�_..�_..�_»��..»---�-------------------------- 1i1-LT+T1i��tT Z4 I48T .019 .436 649 .OAS ..�..�......_��----------------------------.._.,..,._.._,..�............�.,»......�---� Cycle Lenqth, C S5 eec Bum(v/a) ■ .364 Lost Tirao Per Cycln, L 6.L1 aac Xc ■ .dQ9 '•�,.r`1 Lr� - � 09/30 s� Claar+ra��r �qnch 1`ra[tic etudy / tiundaley e�r�d Say�nt 1D t 10: QO g�c�x�inq lio�k�nd I]psiqn Voltuaa i� • '' � l�-,,,,,:xGMAL94/T�►11P71C(Vl LI.�] - fiG!! Lovel-of�Borvlc� Worksheot , Ap Laria Vnl cirpan Unl�i Geley Le►ne CeI Yacr Lene Lan pc f3roup Rstio Ratfa Aelny ract [fraup 7'erM Dnlay c3roup Grp Appr llppr ch liv�s v/a y/C dl DP C�paa m' d2 Daley f.08 �play L09 -;.: , -- -� __ -- sac/v -- vph - oec/v eac/v � �ac/v - .' a��ertswwatt�w�rrKNtirra��M��srs��a��s»a�a�r�wrrrrr�t��=��a��a�a�s�aK�w�w�w��■ li-LT�TIE+RT .577 .455 8.4 .65 124Z 16 .50 7.7 8� ' • ---..�_,_.._......--- -- ---------..»»..�_�_�-- --- --------.._....��> 7.7 B+ . 6�LT+TKtR�' .x33� .�36 7.4 .85 . 523' 1.5' .04 6.3 8• � .-> 6.3 8r �-i,'I'+TH*RT .467---.455 r 7.4~� .85 '�1286---14-»��.2R~r�-6.9^Ywg♦ ,...��........____�.._.. ��__ ..........�__�____-_........�.. ..�___ _ ..��________� 6.9 �+ , N-LT+TH�RT .045 .436� 6.8 .85 649 16 .40 S.S f!3 �:, _;..._��....��..�---�..........--------...........---�.,----^-----------�»....�---> 5.9 a+ ' CpCi\a� S5M . rrraerr�sr�a Ynt Tp�dj .4ja t�h�ww�rsaaas�ss�rr�Mrsrss��trsw��a��ise��rerae7 7.2 H♦ '.. , . , , ' , .' '. � 3 • . .� . . . � , , .. , , . ' , . ` , ' , , . . . � r ' . , , . . } , . . .. ' ' . , , � ,' „ ', . . . . . �. . ' , . i�, � � � , , � ' ' ' 'i ' � . . . •� � � . � . • � ' � � , � . ^' �� . ' ' ' ' . ; . . � � . �-+�-•�w'faNej� G°SFr1°:rf.r . . . � ...e... . ... ... ..-. .. .. <.. � . _ �. . . t s . . ..i,,.. , . . . . .. ' g�.. ., ... . . ' + . . . .. ' � ' '. ' ,'o .., .� . � . , . . ' i� ...r ��,..,. ,. ,� :� : � , . _.. " ' __ f �� .. . � ., . .al... .. „ t�;. [ .� . < .. .. .. .... . ... .a C1eex�ntQr 8nnch Tratfic Btudy . Nendalqy and Piar 60 � 8xi�tiaq Wp�kday pasiqn Valum� , �ICN�L94/TPJIP�C(Vl L1.�j � $(�f Input Morkeheet I Intaroectian i 0 - � 09/2�/97 17;36s49 J�rea Laadt�on '�ypo: H��iCgU F I E I� I Kayt VpGUM83 �- > � 15 I T35 j 0 I1 j � WIDTFIS � .0 � 20.5 � .0 II 1 v LANEB I 4 I Z 1 o I! ---------------�---�- i i 1 11 \ 4so io.a z ,.._----__�_�_ / f � --------........__^---_ �iiw�if��lR�i�i�� 4 .0 4 / ..��......�0 �.0�.�0 �.. �..«��..0..»«�.d �» , � � -------------------- II � �� Lasr�r�r[g � 3.0 �•c. I i 1 i ii + -� 55 10.0 1 �� w �� Y �� / B30 Z0.0 2 ■s��esww»�ee�www�w , � � • �..»»......�-�-� � � �^ 20 � 2fi0 � 0� Phaainq; SEQtTBHCB 12 .Q j 25.0 � .0 j ?HHHSV !1 H N H a � 2 j 0 j OVBRLP Y Y Y Y I i I LLAUI.]IG LD LA �I` I• Horth I J1ppr tixada � Neavy Yeh. 1►dj,PkQ eue Pk.itr.Pnctor Conf.Ped AnCuBted 11rr.�'ypc ..W�_ _..,,., -------------- ----»�� --- ---..,_..»»..---- -,,....--- ----..�� ---�_�» - � Rr 'TN LT Loc Hw Hb RT Tl[ LT peds/hr RT TN I.T RT T!1 LT ~rH- --.OT 2.0 �.� �2.0 � �20 rr0 .90 .90r .9U 280-MOn- -Y--Y»~Y �9ry3- 3 1� .0 2.Q 2.4 T.4 NO 0 Q.9D .4D .90 20Q-KOD N N N 3 3 3 $ '.0 2.6 2.0 2.0 HO � 0 .9Q .90 .9Q ZQb-lSOI] Y Y Y 3 3 3 4t . Q 2. Q 2. Q 2.0 1iO � 0 .96 . 90 .40 264-M�A 1i !� !1 3 3 3 _......»..---°��.,,---------�----°°�......�....��.---„»......-----------------�»�� Bq X1 � Pbaas 1 j Ph�sae 2 � Phaao 3! Phaee 4 � 1'haae 5 � Phape 6 f ; **/*w ---------------....��----.. ..........�..-------r_----------------.._............�.._�--- �� 1*� 1 ' 1� I 1 1 I ,� * **�. !I� 1<* * j <++f+j I 1 ! i `...' � j v � ��++ 1 I I I I � Horth � <+ +. � . . I I +* I I 1 I � � � � ++ � I I I 1 I � G/C� .41�r� G/C■�.414 f ti/C�~.000 � G/C� .00�-f-G/C�--000 � G/C��.004 I � G• Z9.0".I G■ �9.0" � G= .0" � G= .0" j Gs .0" j G= .Q" I � YtRa G.�M � Y+R� 6.fl�� Yf�s .fl� � YiSlw .d�� j YiR■ .�41 t Y}Re .Qn � � QFP•68.G� � OFP■18.6t I d��'�68.6� } UFF+�68.6$ � OYPn69.6$ I OpP'■68.6; 1 C•~70reeC---C3■^6B.0 sac =+82.9�~ Yo12.0rsec ■ 17.1}Y ppd■--.0 esc-�---.0; ' �� 0 , , . � �� Clnsrxnt�r 8aach Treft�c Btudy Mnadalay ut� Pler 60 �xfstinQ w�ekday bnsiQn Volume �� •„� 3IQNAL94/Tp�PAC[Vl L3.�] - H(�I Yoluaa Adjwtnent Workefieet 11ppr !{vt Florr Lene l3roug Hq.ai Laan Adj prop.af -MVt VoI PHP Eiatip Oroup Plow Lnre� Util i*low t't R? -- �ph -- vph � vph - -- �ph -- �- ■as��s�rrK��wf��e��eswww��rNwK�rryrrp.rwl��se��w��w�»■ K-RT ;5 .90 x� -- o o i.oa o.aa .ao H-Ti{ 735 .90 8].7 Tfi�i1T 834 2 1.05 B76 .OQ .62 N-LT 0.90 Q �-- 0 � 1.00 0.aa .00 ....W �.__..��---.._.,....�---,.......�----_,.��----_�_��-----�--------^-------- 6�RT 460 .90 511 RT 511 1 1.CQ 511 .OD 1.00 E-TH 55 .90 61 •T8 61 1 1.0� 61 .00 .OD 6-LT 83D .9Q 9xZ GT 522 2 1.p3 950 1.D0 .40 -$_R�----4.....90----��--°__-�,----a---�O-----1. 0a......�_-o-' . 60^�. 04 S-'1`Ei 260 .90 289 L'F*TH 311 2 1.05 3Z7 .07 .04 S-LT �0 .9Q �2 -� � 0 0 1.DD Q .00 ,OQ 09/24/9i 17:�5:50 BIG1�71L9i/TSAPAC[Y1 Li.tj - f{CX 6�tuzatian Plow Adjustmant Work�heeC Ap Lana � Ho Adjustmenx t�actora 11dj :.'� pr Craup Ideal o� ..�.._�__..»..------�....��..�_..�------------------��---- Hat- • ch ' ltvwtt• Satl1 Ln� Lnna Hmavy Bus Ar Riqht Le£t Adj fIo►r , -_ �- pcphQ - Wtdth Vehe Grada PerkQ Black Loc Turn 7'urn Pact vphq =a�wwwwRw�aw�er�esu�twws�errafa�w�e�ertie.rNwwr�ersutiers��=as=a=sw�ws�iw��arh4r�wiwt�e H- TH+AT 19Q0 2 .942 ,980 1.p00 .900 L.00D 1.0 .495 1.400 1.00 3142 �»..�----........----------°------------------------......»--�--Y--�_....�»w ------------ 8- L�T 1404 i .433 .980 1.a00 l.ODO 1.Qa0 1.0 .755 1.04D 1.00 13i2 ". B- TS 19d0 I .933 .48D 1.000 1.00D 1.�00 1.0 1.000 1.QQ0 1.�0 1739 8� LT 1900 2 .933 .980 1.600 1.OdQ 1.000 1.0 1.000 .755 1.a0 2624 •' rB-LT+TH�r_�^1906�rw�-'1.017 .9Bfl^l.QpO 1.a0D~1.000 1.0 1.004 .7G3 l.d{l�r2B8B . :`� , � ' i. � � i i �� i S � s 1 : t f� � � . . �.46�x�.;.�.x.r�:., ~w"_a.�--"`-- , �� O Claarxatar eench Traffic liandaley and Piar 5D Rxis�inQ w�akday Dasipn `� -:`li3HJIL44/TB11P71C[VL L1,4] Study Valuma - HCM Bupplsaental L'T-Pactar {tork�heet 09/24/4T 17:36:51 Approach Inpult/Calculation H-LT �-LT S-LT w-LT ■�rera;��ta��rKMwwaww��sess�sa��sar��rr�e�errrrers�er�errrr�aaasssssai�ss�ese■ C » Cyclo LenQth .004Q .00flO 70.0000 .00DO (i - Actual Grnen Tiene .00DQ .0000 24.0000 .D000 q- 8�fective Graaa Tima .OU40 .fl000 32.0000 .00QO qo - Opp. SEfactivu Grean Tioa .ODQO .OUOD 32.0000 .0004 li - Nua�hQr pt Len�s .0044 .0000 2.00OD .00DO Ho - lto. pE ppp. Lanes (9-17) .00pO .4000 2.00Q4 .04Q0 vLT - Adjuatad L'� Tlaw Rnta .00dD .0000 22.D000 .D000 P�T - Proportion of LT .0000 .Qfl00 .070? .00OQ PL�'o - Prop. of Qpp. L'T (9-18) .q060 .0000 .00Op .DpDq vo - Adjuetad Opp. �'law eaka .QDQO .0040 876.0000 .00qO tL - Loak Tiiera .DbQa .00qO 3.00fl0 .Oq40 i.'fC�� Left Turns por'CyClp~~r»»~�+�---.0000 ------.4040-----+'.4278--�---r.U00D Yolc - Ogp. ["Iow /Lan� /Cycle .0000 .0000 0.5167 .Qf700 Rpo - OppoainQ Platoon Etatio ,OOQO .00D4 I.D00(1 .00Op pt - Fl.rst LT 8lfect. tireen .OD00 .0000 14.9485 .Q0�0 qro - Qppoqiay Qunue Retio .OD00 .OD�q .5429 .OaaD 49 �' �PP• Ow�u� B£lect. Green .60D0 .00OD 9.2203 .OD00 qu - Unaatnratad Sflsat. Graen .DaOD .4bDD 17.8535 .dD40 is � LT Setur. Y►eokor (9-17) .QODO .ODQO .3275 .6Q00 PI, - praportian of LT (9-17) .Q400 .0000 .z95Z .0000 n - Max. Opp. VehiclQe (4-18) .ap00 .040� .ODOD .q40p PTHa �- Prop..TH �n Opp. (9-18) .00OQ .I}6qQ 1.0000 .0000 8L1 - TN Sc;uiv�,lont tor LT .0000 .a0�0 9.800Q .00OD 6�Z - Qpp. TH Lquiv. (9-1$) .0000 .Q000 .�DOa .0000 f�iq - ltiaisua Value fpr fLT .0000 .aaoa .OB10 .OD00 ia � LT p�¢tor for GT (4-17) .0000 .00Ua .6152 .00Oq fLT - LT Pactor fhti Lnne Group .00pO .0000 .7626 .00pO � IGHAL94/'�Bl1PAC[V1 L1.4] - H[73 Cnpttp�ty Analyeie ilorkeheat LenO L't Adj Adj Flox GrBen Lana V/C Crit ` r Group riheee plox Setfl Ratia Retio Graup riatfa Lar�a ch hvtn Tyga ItAte Ftata v/e q/C Capec v/c Grp -- -, �•• vph vghq -- -- vph -- - •ass��s�e�as:�s�ass�aa�s�e�aa:�e�enn�rer�y:�svRSS�ao��sssssws�:aanaais H- TH+RT 876 3I4x .279 .�57 1A36 .6I0 * _..�......»�..�..��----�-�-�-------------------- . 457�.. �..600..�..»............�-- L- RT 51! �31Z .309 .852 * B- TH 6I 1T39 .035 .457 T95 .077 �- LT Pri. 95Q 2624 ,36� .457 I200 .792 ~8-LT+TH~�~ � 32T 2808 .113 .457 rrI320!~«.240r~�~r_ ---------------....»......» �.... �......�..».. _ -------------------------------- Cycl.� Lnttqth, C 70 aaC Sts�a(v/s) � .668 Lpet Time Fer Cyc1e, G 6.0 sec Xc o .731 � Q/�� l .:.�. �' I'. : . �a� � . Clnenretpr tlasch 7'rafiic 8tudy 09/24/97 Neu►dalay ar�d Piar 60 17:37:13 gxir�ing itaakday Da�iqn Yolwae ��IGHA�.94/4L11P]1C�V1 L1.4] - HCM I.evol-oF-Bervica �:orksheeti � i1g tdsta Vol dYeen Unif Aainy Lene C�1 inar Lnne Ltsn pr t3roup Eiatia Ratio Tielay PALt t3roup Ten� Du7.ay arou�s (ixp llppx� Appr c3s 'Hvts v/c q/C d1 aP Cnpac s d2 �eloy LOB Oelny LOS ' �_ �_ -- -- wac/v -- vph - sec/v eec/v - aec/v � � arr��ra�as��asa�aarisw��rwrRw�srwwsosa�=swawwwswes�e�errwwwwssar�rrr��es��rrrn�■ H- TH�RT .610 .<57 10,9 .85 1d36 16 .55 9.8 8+ . ---�--,....----»»�---- ------..»..----.. ..�--------- ------------------> 4.8 g� 8» RT .852 .457 l2.8 .85 G00 16 7.92 19,9 C4 8- TH .077 .457 8.I .85 79S ib .p0 4.9 8+ ' S- L? .792 �.457 1x.3 .8S 12Q0 16 2.60 13.0 8 �--��-------�----...... __........�__....�....a_�_�...� ......_��_,....»�»..- - --^�..> I4.7 B S-L9'tTH .248 .457 S.8 .65 1320 16 .02 ^7.5 8� . . ..-- -------��-------------......-----.,......---------------------------> 7.5. Ba �'.� � . Cpole� TD" . ....,.e...: �,.` Iat Total .653 �ta=waa�s�s�w��a��esra�aa=��o�a��aasstwwtR�a�r) I2.3 � � f. r /. . ' ;~� . ' ' . '. ' . . I . } + j� ' • . . . . � . S, . ' 4 . � � , . � , � � , • ; . . - � � ,•� � . .� . • . . ' � . . . �� . •ww�rrstr.•saor�:s��,.w��,^'"'e""'. . . . .... . ... .� . .... . . > ..,. ,�� ...�.., ,..,�i, .� ..�--.�— i z � � _ Claarw�tor �oach TrelfiC Study Handaisy a.nd Pt�r 60 �xi�tinQ kaekerd i7ne�yn VoluRr '"BIGNl1L94/1'L11PAC[YI Li.{) - HQt Input 4lorkehaet Intnraectioa � 0 - 09/24/97 I7:30:17 �reu LDCdtian Typa7 HqHCBD � i i �� I Key: VOLiIML'S -- > j 35 J 690 � 0 j j i f 1rIDTFiB � .0 j 20.5 i .0 }1 I v i,AH66 1 .o f 2 1 Q II ^- -•----^--------- I 1 � �R \ 365 �0.0 1 ------------^ / I \ ------------------- /I\ -- 85 10,0 1 � r.ww�r��.■:..::��: _�....»..�...._�..�------ I � .0 0 / + / 95Q 20.0 2 Hortlt � ..�«......��..�..� ..�� rr�a�s�»��ess��s�■ � � •�r � -� ��«....�..........-»„ . � � � ��.. o .o n� �� f i -------------------- jl iS � 250 � 8 � Pt�slRQ: S�QULKCS 11 I j� .0 � 25.0 R .0 � P�Rt�I$V H H N H L03?'TII46 � 3.0 eeC. � � � 0 � 2 J 0� OVERLP ' Y Y Y Y I ! I I I � t8wt.no Ln Ln ltppr arada ; Haevy Yeh, �d�.Pkg eua Pk.}lr.Pactor Con�.Psd Jlatueted Arr.Type _�_� '�--- --°------°-- °----- --- ------�--..�_»» ».,r....__� ....------ -------- - ; 1i�' TH LT Loc Nm Hb RT 7'H LT peda/hr ST TH LT RT TH LT ---- --°- °--°-------- -�----- --- -�..��..»»»��--- --�----- --°---- -------- M .0 2,0 2.0 2.0 BO 2Q 0 .90 .90 .90 20D-?10D lt' Y Y 3 3 3 g .0 Z.Q 2.0 �.0 HQ 0 0.90 .9Q .90 200-Mdn N N H 3 3 3 8 .0 2.4 2.D 2.D NO 0 0.40 .90 .90 20Q-HbD Y Y Y 3 3 3 I�i .0 �.4 2.Q �.0 NO Q � .94 .90 .90 20Q�PlOD H H H 3 9 3 ..�---------------------------------°-�--�_ __...... �.. �»»»..».... --------------- Bq 31 � Phaae 1 r Pht�so � � Phdse 3. I p�ae 4 � Phaae 5 � Phaee 5 � • w*��* °-----------------------°�--�..«�..»..»..��------ ------------------------� w w '�/�\ lc* * j <+�++I I 1 I I ,►�rf• • North j v<+ + j � j I 1 I ! +* I I I f I I � I ++ I I I 1 1 • I • � G/C� .�14 � Ci/C■ .4i4r) G/C■~.000^�~G/C■ .00U J G/C= .40D � G/C= .400�� G• 29.0" � l3++ 29.0" � G■ .0" � G� .0" j G■ .6" � G■ .0" � � Y*Li� 6.0" � Ysll: 6.0" � Y+R■ .D" � Y+R■ .0" t YaR+� .0" � Y�R■ .0" � � OPP�68.6'� � OPF�18.6� � bFF�6B.6� � OlrP�6B.6� j aPFa68.6� � OPFw68.6$ � G�~7Q GeC---G■ 58�0 o[tC + 82.9� Y�12.0�600'�rI7.3�~rPe$a--.0 9eC-+---.0� � � � �«}� � •mrr.��.in.�I.. Y ....: ..... .. . � . __ _ . ._.__ . . _-___--,_ ' . . <� i , i .. . . . . ;� Claerwatar Eanch TreEfi,c Btudy � 09/24/97 Handslay �nd Piar b0 , 17:39:13 8xiating hia�kend Dasiqn Yalwae r� .,.$:11�r.�� j�r�►gnCivi i.1.4) - HC2S Voluaa Adju�tmant Worksheet Apy1r Mvt Ylaw Lena Graup Na.ot Lanu Adj Prop.af � -livt Val PHP Rate Group i►lox Lesnas 17ti3, Piow LT RT . -- �+Ph -- vph -- �Dh - -� �Ph -- -- • r�as��ass��rieaas�ea��er��r��sta�a��e��ss�RSas�taKw��s�*��x» N-RT 35 .3fl 39 -� D 0 1.00 0.00 .00 1�-T�[ 690 .90 767 TR+HT 906 2 1.05 846 ,p0 .O5 l►-�L'T 0 .94 0 »� Q - 0 1.00 0 .0� .00 ..��__..��-�----� �--��---....__....»..__,....�_,.».. �---�-------------�----^- 8-RT 365 .9tl 406 R? A06 1 1.06 40b .00 1.00 S-'�it aS .90 94 zii 94 1 1.04 94 .40 .00 e-r,T 950 .go xo56 ��r ioss 2 i.o3 xoes �.no .00 �s-�7^ ....� .�o-----o----�_�----__o ..__� ...._-i.00 r ....o .oa .oa •• 9-TH 250 .9Q 278 LT4'�H 295 2 1.05 310 .06 .OU S-LT • 15 .90 IT -� 0 0 1.Q0 0.DO .OQ � SiGii�►[.94/TBnp�C[V1 L1.4J - SCli SAturetion Fiow Adjuetment Warksheet �.:Ap Lnne Hq lldjuatment Pactora Adj pr c3caup Idnal of »»..�........�.,_,..�_.,_....------°-----�---�.._��_....�---- 8aC- ch Nvmts Satil Lns Lana Heavy 8ua !1r Riqht Left Jldj flox -- -- P�P�4 - Width Vs�s Gxada Yericg t31oCk Loc 'furn Turn Pa�t vpl�y . �s�t��ss��wwasrK�sM�a+�wRSrsrr�rrrss�rra��A��ss�sssww�sarraa�yrraaaaa�reseresn�a�� K- TH�RT 19q0 2 .94x .980 1.DOQ .900 1.000 I.0 .988 1.000 I.00 3120 _....__...,....��....�-----------------�----�---��---'^__��.,..,»----°-------°�--------� E- RT 1900 1 .933 .980 1.OQQ �.000 x.ORQ 1.0 .755 1.000 1.00 1312 g- TH 1900 1 .933 .980 I.DOQ �.000 I.OQO i.D 1.000 1.600 1.00 I739 � E- L't I9D6 2 .933 .99D 1.ODQ 1.bQD 1.000 1.0 1.000 .755 1.q0 2624 �$-L�+TFi �� 19Q0 ��2+�1.q�7 .980 1.OQ0^1.000 1.00D 1.Or7,.000r~.799�1.00' 302B •i _� r � $�!7 n.�-i[R'4«Ca�oYYk�rikw.r,.i.+. � , . .. �, , ... .. ..-. ... . . . . . . . . .. � Claarrrnter �aach Traffi,a Study Handaley-Cqronedo nnd Cau=qxey n1vd. Bxiitiinq Wankday Aeslgri�Volumo• �`�ION71L94/?E11pJ1C[Vl I,�.�1] - HCM Inpnt Morkehaat 1 Interenctlan 1 0 - 09/24/97 1B:31:49 Area Gocation 'fypn: NpNCFID f I I 1 I 4 Kay : vot�llt�es -- � � 0 � 1075 � 490 jj I � WIATNS � :q � 24.0 � 24.0 �� J v LANES f o x � z�� . ..-------------»----- _ 1 � I II 1 0 .o o . , ------------- / � I \ ------------------- /I� -- o .o n � a�s��=ss�esss�r.wa�a ��..«..�..��»....�� ' 0 .Q 0/ + / Q .D 0 North ••y�••«••�� ••••� s�eaer:es�a�riavarryr ' D----.�� p _� _»_�__-�----�y---- 1 ! / ------------- o . o o� \ I I I I I _______�M��__,.W.,��__ �� 0( 28D � 980 j Phmeinq: SE(�UBNCE Q J �f .0 � 12.0 � 22.0 � PERNSV H H N Tf ' LOSTTYlSB ■ 3.0 esQC. � � j 0 � 1 � Z I OVBR[.F Y Y Y Y I I I E I I Le�►nt.nG tn Lb Jlrpr Grade # Heavy Veh. Adj.Pkq aus Pk.Nr.Pactor Conf.Pad ?Ictunted Arr.Typa ....�� ..---- -�--------�--- ......_..,.. ..-- -�--------^--- -------- -------- ----�--- - � EiT TH I.T Lac Hm Hb RT TH LT pedp/hr RT TH LT RT TH I.T _�«� _..M.._ _��-------_ __-....__ -.... �..__..»��_�..�.. «----..»» --_ !i .4 2.0 2.D 2.0 Yi0 D Q.90 .90 .90 20Q-HOd Y-Y~~Y 3--3--3 S .0 �.4 2.D 2.0 Nq Q Q,40 .90 .9D 2U�»MOD H K N 3 3 3 8 .D �.0 2.0 2.0 Hp 0 0,4p .90 .90 0- Y Y Y 3 3 3 M .D 2.0 2.0 2.4 HQ 0 0.9D .90 .90 20U-MQD N H fi 3 3 3 Bq 0 �r Phaae 1 � YPhese�2 �~Phtsse-9��j--Pha�a-4--�--Phaae-S--�--PFurse 6� ,�*/k* _ ..�__�,......----------------------....___,�.»....�___»..�.._�..»....-----------�----- I� *, f ++ 1 I I 1 I °�"'� 4� ! * { ++> 1 I 1 I I _ ,� } v � v I I f � I r•r � Korth j + a>f 1 I I I I I I .++ 1 I I I i 1 1 + + � ! ! I i E f c!c=~^4sr�� c/c•�.4o0 � c�c� .avo � c/c•4.oaa � c/c• .000~� c/c=�.aao�l ( C3• 32.0" � G■ 28.0" � Gti .Q" � Gn .a" � G. .0" � G� .�" I � Y+I{■ 5.0" � Y+H■ 5.0" � Y+R■ .D" R Y+R� .0" � Y►R� .0" � Y+Rw .Q{' f � DYF■9i.4; � pFFR34.3� � QPF■81.4� f OPP�61.4� � OPB�81.4� � OPPa81.4$ � ___--....._--_•...��_..�----_,•-----------------------------------�-�---°�«___ C■ TQ eeC (i� 6Q.0 eac � 85.7� Y*10.0 eec ■ I4.3� Fed■ .4 aec ■ .0� ' I , � . , � . , k � � c � f • �.��...:. � .. . . " � � �� Clee�ater naach TraEfic 9tiudy Handelay-Coronada and Cau�erey Blvd. 8xist�np weekday neeiqn Volumes �tlN11L94/TEAPAC[Vi L1.�J - HCIi Volume AdjustaBnt workehaet 71ppr Hvx Fldx Lana Qroup No.af Lane 11dj Prop.of -tivt Val PFIF Rate Group Plow Lano■ lJtii Plorr LT RT -- vph -- vph -- v�h - -- vph -- -- � s��a�eru�wf�sw�s�t��ata��sesa�e��es�er��e�ea�:��a::��ea.a:tirw rr-RT o.96 0 -- a o i.00 a.oa .no !i-TH 3075 .96 1194 �`Fi i194 2 1.�5 I254 .00 .00 H�L'T 490 .90 544 LT 544 2 1.03 56p 1.OQ .00 � $-RT 980'~.90~�1089 r�-CtT rr1089----2-----1.13-r~i23ir .OD l.00 8-TH 280 .9Q 33I TH 3I1 I 1.00 311 .00 .00 8-LT 0.90 0 -- � 0 0 1.00 0.OD .00 49/24/97 18:31t5U 8I{1l1AL44/�LApAC[V1 LE.4� � HCH 8ntura�ion Ylox Adjuetsaent Workaheat Jlp Lann No ]Idjustment Bactars Adj prGroup Ideal of ��----�-�---------------�...........,..,..,-------------- Sat- ch hvwta i3�t!], Lsta f.nno Fiea�►ar eue Ar Riqht Leit ]Idj £lox �� -- paphq - Width Vehe (irada Parkq fllock Loc Turn Turn Fact vphq ��ss��s�=��as��ss�se�aa==�i:a»��aa�:s��=ssss�os�wwotssasr+��e�runrMti�esrra�rti x- TH i400 z i.000 .�ea i.000 i.oao i.000 z.a i.000 i.aoo i.00 s�zs !t� LT i9D� 2 1.000 .980 I.00G 1.000 1.000 I.0 I.OQQ .950 1.OQ 3539 ••8-_••�RT.•r�••»1900�r••2�.»»••967�r.9BD-1.dp0 I.00Ur1.0�0 1.D~T.850 1.000 1.00 3061 8- TH I900 1 1.000 .980 1.0�D 1.00D 1.00p 1.0 I.000 1.4D0 1.00 1863 SIGNJ�L94/TE11P7lC�Vl L3.4] - HCH Capacity Analyain wark�haet Ap Lana LT Adj Adj Plo►t Green Lane V/C Crit pr Qraup phnea Flox Satf1 Rntio Hatio 6rcup Ratio Lttna ah Mvte Type Rata Rnxe v/s y/C Capac v/c Grp -- -- -- �►Ph vDhq -- -- �Ph -- - f.,su�casw=s�aswanswRSwaa�usruRaR�aa��a��Reaa�sssswsR�wwawtw.�.rra `��'Y- 'TH 2254 3725 .337 1.000 3725 .33T !- LT Pri. 560 3539 .I58 -.429 157.7 .369 * �-�»....»....»..�..»....�_.._....____•.�..��........M��..........»�..�...._»....__�___^^_______ 5- RT 1231 3061 .4p2 .48fi 1487 .828 • B- T1i 311 18fi3 .16T .486 90S .344 Cycle�Len+�th, �C»..70~sec�__��.._�-----------s��tl�e'-R.._�...56Dr�---- Lo6t Tima Per Cycle, I. 6.4 aec ?fc ■ .613 k� �� ;�. . �..._... .. . . . � . Clgerwatnr �faech 3raf�ic 3t�dy 09/24/97 � ltandal�y-Coronada and Caueeway Blvd, IBS31:5x Exi�tAnq weakday ugsiqn Vnlumas ��If3NAL94/T611Pl1C(Vi Li,�] - tiCl�1 Leval-of-3ervica Workehaot . ��Ap Lerie Vol (3raen Unif Delay tar►e Cal Iacr Lane Lan � . pr [froup Ratio �axip nelaX Pact I3raup 4ers Uelay (iroup firp Ap�sr Appr �, Ch Nvtis v/C q/C dl DF CnpaC a dZ Oelay i.DS pelay Lq8 -- -- -- -- eec/v -- vPh - eoc/v secJv � ■ac/v - � . •��wwrw�=��t�a��ras�e��r�rrr�KKNNMMKS��a»�asasa�a�ra��s�a��a»as��ssaa � r 1i- TH .337 �*�+�* .D .85 3725 lb .02 .0 A �.: . H- I.T .364 .429 IQ.3 .85 151T ]6 .07 8,8 B+ . �..�----......��-�--�------------------�._�..»»..»......_�__��-----------> 2.7 11 I�-, � S- RT .92B .986 11.8 .8S 1487• 16 2.87 12.9 8 . 8- TH .344 .486 8.� ,85 905 16 .09 7.3 8+ ' - --�.�..�---------- ..�.._..»....»»......�....------------------------------> 11.7 8 � , . (,']IC�H• i�� ■:aa�s�as�s , I=1� T4ta1 , .523 ■��=��as�ati�»aau��aas�errrrrrrw�rwrr��w�w�s�www� C.9 �♦ ,: , . ' ' .. 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I:' r Cl�sxy+atar AnnCh Tteffic 3tudy � Mt�ndalpy�Coronpdo tEnd Cauaeway,rilvd. �zistinq weekend aesiqn Volumas ' --�i(3HAL94/'�EAp11C(V3 Ll.�l] - HGS Input 1�orkshaat Intarsnctiton # fl - 09/�4/97 1BS3B:2p hret► �.ocatian Typ�s: HUHCflO I I 1 i I I Kay: VaGCrrs�6 -- > � o{ 1225 j 4xD �� . � tiioTlts � .0 � 2�.Q j 24,0 �{ � v LAHES I 0 1 2 I Z!1 ------_�------------ I I I il 1 0 .o o , _»....--------- / 1 1 ......---__»»....___---- /1\ -� o .o o � ..............�..,. ------�--------._-- � 0 .0 0/ * / 0 .0 4 Horth "��y^��-�--�--��- srsrRr��++�sessrra: � � .� � �� ..»..��»..»« �� ....«...»«..�� r.Q 4, �� ---^--------�-»»-^-- I� o � 265 � I225 � Aheaing: SEQUEHCE 0 � � � .Q � 12.0 } xx.0 � PEfiHSV N N!i H LOST'�YMH � 3.6 aeC. � �� p � 1 � 2 j OVBRLP Y Y Y Y I I I I I � LP.1►ALAG LU LD I1pgr G�eda � Seavy Veh. lldj.Pkq Bus Pk.Hr.F�Gtor Canf.l�ed Actuated Arr.Typ� ^ �^T RT�~µTHw! LT Loc Nm Hb [iT~r TH �LT pacia/hr RT�TH~LT RT TH LT ^wH� .0 2.fl 2.D 2.0 ~HOr^ 0 0�.'90 .40 .90 200�M00 Y Y~ Y�3�~3' 3 S .0 2.0 2.0 2.p HO 0 0.40 .9D .90 206-MOD H H H 3 3 3, S .0 2.6 2.0 2,0 HO 0 0.9p .9Q' .40 �- Y Y Y 3 3 3 S�i .0 2.0 2.0 2.6 !f0 0 fl .40 .9Q ,90 20Q-MOD N N ii 3 3 3 Bc� p I--phasswl^^j�^Phase-2-r�--Pha�e-3^-�--phaeaY4--�--Pheae�5�~�� Phasn�6~ j wr/�w ----------------....».._^------�_........----------------------------....».._�.._..�_ . � * I ++ i 1 i I I ��I1 I * I ++> i I I I I � 1 I V" 1� I i I I � Narth t + +�] � � 1 � � I � ++ I ' 1 1 I I 1 + + J G/C� .457 � G/C■--44Q^��G/C■~.D00 j G/C■~.QOOrJ-G/C*--000 jrG/C�^.Q00~I j Gti 32.D" � G� 29.0" � G= .0" � G■ .0" � G■ .0" � G■ .0" ( �' � Y�R■ 5.U�� Y+l2w 5.0" � Y+$� .6�� YfR■ .0'� � YfR• .0" j Y+ii= .Un '`,.' � UFP■81.4$ � Qpp�39.3� � QAP�BI.4� � OFF=8I.4� � OFi�=81.4� � OPIr�61.4} � . C� 70 sac---G�_5D.0 mec ■�85.7� Y.lO.Q�aec ■�14.3�~ Ped■--.0 anc-=---.D� , 4 �. � , , �� 0 ,� � � � �' I � Clanrwater 8oach Traffic 8tudy � d9/2�/97 , Neadaley-Cororadc and Cau�exay'alvd. 18:39:22 k; Rxi�tinq weqkand �esiqn Vnlwaa■ �iGHl1L9�/T�APAC(V1 L1.4] - NCM LdvAl-pf-Bprvica �farkdheat '� � J1p Lane Vol f3raen Unif nnlay Lane Cal Incr Ltsnc Le�n , pr flroup Rntip Ratip pplay F�ct Graup Tars nalay (iroup Grp Appr Appr Ch. livte v/c Q/C dl nP Capac m dx Del�y I.OS Delay LDS � __ .... ..� __ eec/v -- vph - aea/v snc/v - sna/v - w�as�s�ass��es��rrr�esr�r�aar�srrMrar�r�a�aer�»>e�=t��w�a:��sRwwb�wr�� N- TH .304 **+�� .0 .85 3725 16 .03 .D A � !f- LT .317' .424 1D.1 .B5 1517 15 .04 � 8.6 9+ � •�� --------^-----•...,�..-- - ---------------------------------------> Z.2 A S- !tT 1.034 .486R 13.7 .95 1487 16 26.8E3 3F3.5 � 8- TH .325 .486 8.4� .85 9i15 is .08 7.2 n+ ��-------------�-----------------------------------------------�--� 33.5 n Cycle� TD" . . _.....■.:■. =fit '1'atal .�",�8 sswwessr��sse�s�»��w�ss�wwa�wwskK.srrr�rrrsiti�r�) �7,�'j (,'+ � . :.� . ;.; . .. . . �} , . . . ' , ' � . � �' _ _�,• . � , . - e � j � i ' ' 5 z . . I . • '� ' 1 � ' F ' - 1 3 � �� wv+SN:Wl`A�11�F'IxLiFW�r�`� , . ... . . • .. . .. . . .... � . �f... e . . ♦. . . . _ . ... . .. .. , � ..... ... r . � . . . . e.k� � Clenrwatar Eiepch TrefEia Btudy Poinsattia and Pl,er 6p Rrtve 6xistiaq uuekday [fesiqn Voltu+ce �fiH11L94/TEAPAC(V1 LI.4] - tiCM 2nput Workeheet Intersectiqn � 0 - 09/24/97 1T:47t10 Area tocntfon 1'ype: HOHC81] 1 ! I I I 1 Kay: vUC,iTMES -- > � 35 � 145 � 0 II � � Y1IT12'1!S � .o � 15.0 � .o �� v r.nnxes ' I Q! 1 I a II ---______....»»_..»_...... I I I II \ 4s io.o i ---------».... / 1 1 ------------------- �rrswR=�sses�a�srx�� Q .0 D / --....w---o----.a--o- ».. -------,0....�-.D--O- \ ,....»_--------.........._- I LpBTTIHE ■ 3.8 eec. I + -� I260 3D.0 3 �� / 40 .0 D :�swwwa��t�w��r�.rw� \ I / ------------- � � � 50 � 40 � 0 j Phasinq: SEqtJBHCE 11 .8 � 15.0 � .0 � PRRMSV N N N H D J 1 � 0 � OVL'ALP Y Y Y Y j I � LL1IDT.AO LD tD Il\ 1 1 Horth � �. Appr Gradm �}ieavy Veh. hdj.pkq 9uo Pk,Hr,Pactnr Canf.Ped Actuated Arr.Type ......- ----- ---,�......�»........ ..�----- --- -------------- -------- -------- -------- - �� R� TR LT I,ac Na� Nh itT Tlt LT gede/hr HT TFi LT [iT TFi L'C . ~r?1r .0 2.�'Y2.0~�2.0 �NQ+--� --0 -.90 .90 .90 SO-LdW� -Y -Y--Y -3-•3--3 8 .0 2.0 2.p 2.4 NO 0 0.90 .90 .90 50-LOW ti H H 3 3 3 3 . f} 2. Q 2. fl x. 0 HO 0 0 . 9D . 90 . 40 50-L041 Y Y Y 3 3 3 k .4 2.0 2.0 2.D !i0 0 0.90 .90 .90 50-LOW H!i R 3�3 3 ■ � _.......... � �....�----��-------------------------------------------------------- Sq ],1 � Phasa 1 � Phase 2 f Phaa� 3� Phasn 4 � Phase 5� Phaea b � •w��* ------------------------..........»� --------------------------------------- I** I _ 1 --- ! I I I �� I 1 I<R * j <*"*++' I ! I I I � � I � � �"��1 ! I ! I I ! ' I � I I I I I Tlorth � <+ + I I I I . I I I i ++ I i ! I I I I ++ I I I I I E � G/C■ .257 � G/C�^.600 �~G/C�~.UOOr��G/C=~.000��~G/C=�.00O��G/C■ .000 � � G■ 18.D" � G� 42.0" � G■ .0" � 0■ .Q" � G■ .0" � G= ,0" � � Y+R■ 5.0" { Y+R■ S.O" � Y4R■ .O" � Y�R■ .6" f Y+R= .O" � Y+A� .q" � � OFP�52.9� � O1�E�'=85.7� � OFPa52.9� � OAP�52.9� j OFFa52.9� � OpF■52.4$ � C�~70~O�C�~�[ia f>0.0JeeCf�^85.T; Yx10.0 BeC � 19.3� Yeda--.0 8eC-�---.8� � �� A �e.,, .... C1Qarrratex qaech Trnflic StudY Poinsnktis and Pior 60 �rivf " Lx4�tiaq Weakdny pneiqn Yniuma � ,�'IGt1AL9i/TL"APAC[Vl L1,4] - 1tCM Yolunse Adjuataient l+�orknheet . 11ppr Hvt P'!nw . Lnne 13rqup No,of Lane Adj Prop.of -livt Vol Pf[P Rnka Craup I+lprr Lanes Util plow LT HT " . yP� ,_ . �ph .... yph .. .... vph -- -- a�es��r�a;wasas�ywwa�wa=��ssaa�a��s�ss��a��aRwtrtwrh�rwww�.rM N-RT 35 .9D 39 -- 0 4 1.00 0.04 .flD !i-'TH 145 .96 f 61 'fH�RT . 2D0 I 1.00 204 .00 .19 H-tT 0.90 0 -- 0 D 1.00 0.00 .00 _......�-�-----° ---------------°------------------------------^---- ' �-riT' 95 .9Q 106 RS 106 1 1.00 306 .00 i.40 6-TS 12fi0 .90 140D GT+TH 1444 3 1,10 1588 .03 .00 ' B-LT 40 .90 44 -- 0 b 1.00 0.00 .UO . B-RT�......a..�.90 ��..�a........X»»...,»,....0»......6....»....1.OD�....,-^0--.0�~ .00 8-TK 4� .96 44 LT+TH 140 7, i.p0 1q0 .56 .Q� 6-I,T 50 .90 5fi -- 0 0 1.0� q.QU .00 09/24/97 I7:49:29 BIf3NlIL44/TSAPRC(Vi L1.4] - HC2�t Saturation Flaw Adjustmant Workshaet J1p Lar►n Ha 1ldjuatment Factora Adj , pr , Group Ideal of ....»..»....��_..»............_�........»....»....»......�.._......�,.......�....�.. gat_ cis Iivn�tn Satifl Lns Gnr�e Henvy eue Ar Riqh� Gett lldj €Iaw . -- .-- gcphq -{iidth Vshs Grede Paxkq 81vok Loa Turn Tu�rn Fact vphg Mi��SRi��iiKRAiiRR�ti�iR�f�Oi�RR�1RNR��i�1�i�i48iSRi��!liitwftiiitiRti�Qil�iliRO�■ H- TH+�iT I9D0 1 1.IU0 .980 1.00D 1.000 1.Q00 1.0 .869 I.00D 1.00 1781 --��..�....��----------^-----^----.._��_.._......_�»»..�..��r....__....,.��..»..___,�.......,..,..._,..» E; RT ].9D0 1 .933 .98D 1.OQ0 1.000 1.4�0 1.0 .826 I.DOD 2.6Q 1436 . 8-LT�TH 19D0 3 .933 .980 1.p0� i.qQO X.OQO 1.0 1.000 .495 1.06 5188 ,: , --------------------------------�---------------------------------------------- S-LTtTFi 1404 1 I.1D0 .980 1.000 l.ODO 1.000 1.0 1.000 .919 I.D6 1983 .� .�. �,,� � � I . � � r' �t V� � i 1 F ' ?Mi;.y>i�i:h•�TS.�. �.iii � X ' R�� i ' . . , I 1 . i. e . . . . . . . e.. . . . . . .� Cl�earwater Deach Treffic Study Pai.n�+ettia and Qier 60 Driva L►:ist�n� Flgekdny Daaiqn Valume ..iGHJlL9 �/�'EAYACiVI U1.4] - 1ZCH Buppiesnntal LT-Pnctor workshaet 09/24/9T 1T;44:15 1lpproach Iaput/Gnlcul�tion H-L�' E-L7' B-LT w-LT ■�srMUr#sws�tw��R��sss��s��t�a�ses��a�n��ra��s�s�ae��e��a»aas�rer�err�errr.Kr c - cyci� r.enQtt� .00ao .aaoo �n.0000 .004D d- llctuel GKeen Tia�a .DOOQ .6d00 1B.0000 .DOQO q- 8fiactive Graen Timp .�D00 .QODO 20.0000 .OD00 qa - Opp. Sffactivp Greer► Tima .D400 .0�00 24.0000 .0000 K- Hwaber o! Lenea .0000 .0000 1.ODq0 .o0p0 Ho � Ho. oE Opp. Lanas (4-17y .OQ00 .06b0 1.4004 .0400 v�.'Y - Adjuotad LT Plow Auta .D000 .00DO 56.aaoo .dOflO P[,T - Proportion of L'T .0000 .ObDO .560D .0000 PL'�v - �rop. Qf qpp. LT (9-18) .nU00 .aoao .6000 .0000 vo -]ldjutsted Rpp. Plox A�te .4404 .66D0 2QO.Q000 .ODDD tL - Lost TimB .00Op .OQ00 3.OD00 .00fl4 ��-�-�------------------------------------------ ° ---------------------------- GTC - Geft Turna per Cycle .0000 .OD00 1.60B9 .00OD Volc » Opp. F1ow /Laaa /Cycle .00OQ .OQ00 3.BB89 .0000 App - O�ppein� Platoor� A�tio .�004 .DD00 1.0�00 .4D00 qf - Firet LT BftaCt. Crean .0000 .0000 4.2649 .0000 qrp - QppoelnQ Quoue riatin .OQbO .00OD .7I43 ,Q000 qq - Dpp. Queua gffect. Green .600q ,0060 6.7363 .OU00 gu - CTnsaturated 6ffect. Green .00QO .0000 13.2637 .0400 f■ - LT Satur. Fnctor (9�17) .00DO .00QO .7500 .0004 AL - Prdpartiqn ot GT (9-3,7} .�qOD .pODO .5600 .Q000 � - liax. app. Vahiclee {9-18} .0�04 .O�DD 1.2357. .6000 PTHa - rirnp. TH-in Opp. (9-18) .0000 .006D 1.0000 .d000 6LI - Tit �quivalen� fqx [,T .�04D .00�0 z.0000 .00OD SL2 - Opp. TH 6qul.v. (9-IB} .ODOD .0000 .0000 .6000 fmin - t�ffnimum Velue for fLT .00QO .0000 .1560 .OD00 fv - t7 Pactor for LT (9-17) .aaao .0000 .4192 .a0Q0 tLT - LT Factor for Lnna Group .00OD .OD00 .9I92 .0000 SIGNAL94/T�AP]1C(VI L1.4) - liC,l�[ Capnciky Analyeis warksheet �� Lena I.T J1dj Adj Plow Green Lane V/C Crit �.-.-;1r Group Phase Flqu Satfl Rgxia Ratip Group Retio Lpne ch Mvta Type Rnke Rate v/rs q/C C�pac v/C Grp ..� .... ..� vph vphq -- -- �P�'+ -- - wta��wRRa��n��asw�wwwww�faaaasisRR��aa�a�a��was�a�awsaa�a�sa:a�� N- Tii+RT 20Q 1781 .I12 .286 509 .393 * »EY......��......__�__..---306 �r1Q36 � .U74� �.629~---903---"117------ �-LTtTH 1588 5188 .306 .629 32bI .487 * $-tT+TH __.._��_,---I06~~---1883w--°.OS3'~r.286rWrr538r .•�.186�~ ~'» ------------------------° ---------------------------=------------ Cycle�LenQth, C 70 eac 5wa(v/s) ■ .41B Loat Time pBr Cycln, L 6.0 sec Xc ■ .458 � w � S K . ..,�.•Ra�,.....ti. Y...,. ... ._. . �; , . . ' � ' ' l . . � , Clasr+tater Be�ch xxaf�ic $tudy � 49/2i/9� Poiasattie and P�eK 6Q pciv� 17:5�t12 •. � �xtstinQ wQekday D�s4qn Volusa , .ICNAL94/TLAPAC�V1 L1.4] - HCli La�ol-oE-8nrvica workehent ... " . '� Ap Lsno VoI (3roen Unii �elAy Lane Ca� Incr Lnna Lnn pr Group Retto Ratta �elay Pact Oroup Tarm 4elay Group arp Agpx J1ppr �� ah Hvta v/c �/C dl pF Capac m d2 Delay GOS Aelay LOS • - .... __ ..» .... aQC/v -- vph - eec/v eac/v - sec/v - � ■�a�a�rasRyrMrtrrww�wf��Rwrc�w�wt�rw�xxrrrr�rM�wNM�r�sa»�a��a�a�::sssww�aaiu■ ,H- '�H�RT .393 .x86 15.3 .85 5�9 16 .2? 13.3 8 ` • � ��---------------^-------_--------------------------��....»..»..�..�_> f3.3 B �6- tiT .I17 .624 4.0 ..85 903 16 .OD 3.4 A ��8-L?{TH .487 .629 5.3 .8S 3261 16 .10 4.6 11 ---------�,......................._........�....�........�..,�,..��-^---------------------> 4.5 A B=LT+TH .186 .29d 14.3 .85 538 16 .Q2 12.2 B , • ......�....�----------- ------------------------------�--��..»..»..........> 12.2 8 Cycla= �/Q'! ___ • ewwn�r:sR.■ ' � xAt iOtai ' .�4� =ss��aa=s��sos��wswwwa�ar�rKr�s��=a�estss�a> 5.$ a4 j; ; , . ' . . . . s' , . . .j. . e :" ' 3 . v . � '. :� � . ' � . . S' 1 , . . k ,� . . , �• �. . . � � � . . ' � ;°E . •..J , ' ' � . � , ' � .� , , , . �.,: ; . - . , � � 4 ' ' . � � . ' � I , • . ' .:{ � . � � �. . � � . � � .-�, , . , �., ; � . ., ' . , � � ; , . �f ' . • . � . „, . � = r . f,�Z��t�. . . . , 1 � � : ' . 1 � � , l , . , �-�� ' , A I ' , � 0 Claarwatar Beach 'TraEiic 8tudy Poia�attia end Piar 60 drive 1lYi�tinQ weekend Doeiqn Volumas ., ..:LGH]1L9A/T6APrG[Vi L1.4J - HCM taput 1�nrkghoet Intersact�an M 0 - 09/24/97 17:51:18 Araa Location Typet HONCBD i I I ! I I Key: VoLUei£S -- > 1 25 � 110 � 0 fl I E WI�THS � .0 I xs.0 � .0 11 I v Lnxes 1 o I 1 I o! I ------__....___..__---- � i � FI \ 75 10.0 1 ------------- / I \ ------------------- -- 1370 30 � 3 �wti�w��as��a=ra�ss 0 .0 0 / «»««......��..:0..«O� �� , __»........_.._.._.._.._.._.. o .o o � , _�__, »..w..�--------i sOSTTIHB ■ 3.o aec. E f + / _�25__�..'�..»0,........» ■rrerr�e�essasesesses \ I / ------------- �} 10 � 65 � 0� Phaeiay: �} .0 � X5.4 I .0 � I E o I 1� a! I! I I ! /I\ I I Morth I SSQULNCS 11 Pe�s� t+ tt rt H OVERLP Y Y X Y L�JIAI.AG L.D i.D � Jlppr drade ; Heavy Vph. Ad�.Pkg 9ur Pk.Hr.Featar Conf.Ped 7lctuated Arr.rypa .._�.. ��...... ......--------°- ------- --- -------------- -------- -------- ��------ - � RT TFi LT LoC !im Nb itr TH 4Z' pede/hr RT TFi I.T AT TH i,T ••••1i ^-.0 2.� 2.D 2.D ti0 --� --6 .90 .9a .90 �50-LOW ~Y»»y~~y ^3__3_'3 S .0 2.0 2.0 Z.0 HO 0 0.9Q .96 .90 59-LOW N tt N 3 3 3 s .0 2.0 2.0 2.0 KO 0 4.4n .90 .90 50-[.ow Y Y Y 3 3 3 , 1i .0 2.Q x.0. 2.0 HO 0 �.96 .9� .40 SO-LOw N K N 3 3 3 ; ---- ----- -------------- ------- --- -------�-____.. »..........�.. .... ....� � ......»........------------------------------------^---------------------------- Sq 11 J Phnae 1 � phase 2 � Phaee 3 � Phaee 4 j pha�e 5 � Phase 6 � Ak�#A ____�__��_�______�_�_______�_�___��_�______�________......«,»�«..«......_..__» { I iF iY f � I � I � , � � ir A � 4+�4� � ' � � �" I<* tY I �ARRrFI i � � I } •..--� I � y I , if A Y� l!' I I I ' � ' t�orth � <* r I V I I I I I � +* I I *+ I 1 I I I E �-G�C+�--257-�-G�C=--600 j G/C= .40D � G/C■ .040~}~G/C�~.QOO��rG/C= .000 j . � � Gw 18.0" � G■ 42.0" ( G■ .0" � Gn .Q" � G� .d�F � G� .0" � � Y+R= 5.q" � Y�R■ 5.0" � Y�R� .0" � Y+R■ .6" j Y+R■ .0" � Y+Ra .0" � � OPF�S2.4� � OAA■85.7� � pPF■52.9� � DFF�52.9� f OFF■52.9$ � OPP■52.9� j (,'s 7Q g(�C G■�60.0�e0G � 85.7� ~Y+14.0 6eC��Yl4.3'�~�F�E3d�� .0 8eC ■ .4t � , � c� 4 � l �'�� Claarwatar eeach Trafffc &tudy 04/24/47 Polne�ttia And P#qr 60 Arive 17;57:52 Existinq �4ekand Desiqr Vpltuties _ � ' �IGN�L94/TB�PAC[Vl L1.4J - HCFI Valuaa rdiust■ant workehaet �AR� M�+t Flqx Lnae aroup Ho.of Lane Adj Prop.of »�vt Vq1 PHF Aata Group Plox Lanse Util P1oN LS Hr ' _^ vph �- vph -- �ph - -- �ph -- -- a��as�a��ss��as��M��»arrrr��erss�tia�ra��rrres��aa�aawa» »>�r H-�r �s .90 ze �- n o i.00 o.aa .00 H-TN I30 .90 1�2 TH+RT 150 1 1.00 250 .00 .19 H-LT 0.90 0 »� 0 Q 2,Oa 4.40 .00 �--��---»��_r��----�---------��------��.------�»»»��---�-�--�--- � S-RT ?5 .90 83 RT 83 1 1,D0 B3 .00 1,04 �-TH I370 .90 1522 LT+7H 1550 3 1.10 1705 .02 .04 6-LT 25 .90 28 -- 0 6 1.G0 0.QO .00 8-�T�� 4 .9U ----0----_'--°----�----� ----1.�R -----Q ��00 .00 , 8-'lH 55 .9D 72 LTtTN 83 1 1.Q0 B3 .13 .00 , ' S�LT 10 .90 11 -- 0 0 1.Op 0.00 .OQ . 9iG}IAL94/TEAP�C[V1 L1.4� - HClS S�turatinn Plow �djuatmnnt unrkshaet !Ip Lana No Adjut�tment Pactors Adj prGraup Tdaa1 of ---�,....--------�---------�------,�..----,_....w------ 8at- ch Mvmts Satil Lne Lane Hesvy gus 11r ftiyhC Lait Adj flow -- --, pcghg - 4�idth veh� Grade parkg 81ock Loc Tuxn Turn Pact vphQ s��ww��e�:�trs�araaaaaa�tr��a=er�n�e�ta�errrs�ress�arrrasst�aar�ar�ras�r�rrwr�aue � H- zH��r i�oa i i.iao .9ao i.nao i.ono i.oao i.a .e�a z,aaa i.00 x�e3 _-____-_____......_�-----------------------------------�--------------�----------- Q- RT 1900 1 .933 .480 1.QRi} 1.DOQ l,aoa i..0 .826 1.000 1.00 1436 . �-LT+Ti[ 1900 3 .933 .9BD 1.000 1.4D(3 1.�00 1.0 1.OD0 .997 1.OD 5199 .l ....�...... W-- - -- - - - -- - - ------------- - - ------ - - ----- ---- -- - -- - - - - - - - -- - - - - - - -- --- � s 3-LT+'TH I900 1 1,1D0 .98q 1.000 l.UQD 1.44Q 1.6 1.ODa .954 1.pQ 1455 � • . . 5 `� t � f . ., � I 1 , � . ' . � � �� : � . . L�-� a � , . e.��FL]Afi6%Vw�Y4'Y��..,.n e,-,. . �. . . ., . . .� . .i � . ... .. , t �:. � 1 . ... - . . �... .... � . _...... Cloarxeter 8aach '�raEfic Btudy U9/24/97 Paiaanttta aad Pi�c 60 arive 17:5T:53 ltxisttn� weekend Aa6i,�n Volumea ' ! '�ifI6H11L94/TEAPAC[V1 L1,1] - HCM 8upplemental LT-i+actor workehoet �Ipproach Iaput/�:alcUleti4n ?i-LT L-LT 3-LT 4J-G'f ■rr�*=wwssswaK��RRatis�wf�awwna��s�nos�a�n�wsR�crYrrrr�sa�=n�stir*�:as��waass::e C - Cycle Lenqth .Ob00 .00DO 7D.U0�0 .00pU G- A�tual Greon Ttme .6D00 .0000 16,OOOQ .0000 q^ 8lfective Graen Time .6000 .OQOU 20.Q000 .0000 qo - Qpp, Effacxive Grean Time .OQ00 .ODQO 2D.00OU .00Op H- Nwnbar nf Lanes .pOqQ .QQ00 1.6000 .00OQ No - Ha. of Qpp. 4anas (9-1T) .00�0 .OQDO 1.a6�0 .0000 vL'� - J�djueted L'C t�lox Ratn .0000 .0000 11,pQUb .0000 PL? - Proportion o[ LT .0000 .Op00 .1325 .00DO i�LTo - Prop.�o� Opp. LT (9-18) .0000 .0000 .QD00 .0400 vo - Adjusted Qpp. Plovr Rate .0000 .a60D 15D.DD00 .0000 tL - Lo:t T1oe .00pO .0000 3.040D .U000 LTC - Left Turne�per Cycle-�-�-r------.OD00~r�w---.0000-------.2134-------.auoo Volc - Ogp. Plow /I.ane /Cycle .00�0 .OD00 2.9167 .OQ06 Hpo - Opgasiny Platoon Ratio .0000 .OQ00 1.00Q0 .OaO� qt - Firnt GT Sffect. Green .Q400 .0040 9.4928 .U�04 qro - Oppoainq Queun Ratio .0040 .0000 .7143 .UD00 qq � ppp. Quaue Effect. Green .0000 .0�00 4.8197 .ODOQ qu - Onaaxurexad Effnct. Graen .0000 .D000 10.R07'2 .Oa00 fa - LT Sattsr. Factor t9-17) .0000 .OD00 .7813 .oaoa PL - Praportion oE L? (9»17) .040D .Qd00 .1325 .0000 n - t�Sa�x. Opp. VehiCle� (9-18) .00OD .0000 .UOU4 .pDOQ PTffo � Prop. Z'Fi in Dpp. {4-18) .O�qO .OD00 1.04UU .Oa00 SL1 - TK Cquivalent !or LT .0000 .�004 1.7625 .00DO 6L2 - Opp. TH Eqqiv. {9-18) .OQ00 .6000 .OU40 .00DO fsRln - Hiniwum, Valus far fLT .QQ00 .0000 .1133 .aQ00 !s - LT Pactor ior LT (9-17) .Ofl00 .0004 .9541 .606Q iL? - LT Factor far Lane Group .00DO .OD04 .9541 .OQ(f0 ;.-..�IGN11L94/TEJIPAC{Vi L1,4] - HRi Gupecity Attalysie liorkshe�t ... �p I.auin GT Adj Adj Flpw Graen Lane V/C Crtt pr Grvup Phaee Plow St�tfl R�tiq RaCia Group Hatio La.ne + Ch lSvt9 Type Rata Rata v/a g/C Capac v/a Grp { -- -- -- v'Ph vPhS► -- -- YPh -- - {�. ■w�oa�a=R�aasR:.rr�a.Karar�errry.anrrranaaaa�:�a�asaass:st�as��ssRaw � !f- THaRT 15D 1783 .084 .2Bb S10 .294 � ........�,.��....--------------------------------------�y�»�........ _-------- E- RT B3 1436 .058 .624 903 .092 E-LT+TFi 1705 5199 .328 .6x9 3269 .522 * r8-LT+'CN~r~��--------83----1955----.Oa2---�2B6 ^ 559~Yr.148------ -------------------------------------��»..��»..�-------------------- Cyc3.e Length, C 70 sac 6um(v/s) ■ .Al2 , Lna� Timo Per Cycla, L 6.0 eac %c a .451 ,t../ �-�q � j ' ' < Clearwatac Se�ch Traitia 8tudy 04l24/97 , Poinsettl�e �nd Piar 6� Driva 17:S7:S5 , 1lxistinq Weekend Dqsiqn Valwter ..� ' ' ,�.-3i[iNAG44/TE11P11C[Vl Li.�j - HC!! Lavel-of-3orvice ltork�huat '� 11p Lene Vol Graen Unit Delay Lano Cal Incr Las�e Lnn , Dr (iroup itatio Etatio naley Fact [}raup T'era aelt�y Grnup Grp llppr l4ppr ' ch Mvt■ v/c y/C dl AF Cbpac a d2 oelay L03 Ifelay L05 �� - -- �- -- aae/v -- vph - eec/v eac/v - eac/v - ■=riyM�sss��:��a�sssa�a:�aa��a�ss:wsesss��s��swRnws�oa�yrrrrsser��tirr��errrti ! H� Tf[+R? .244 .286 14.8 .85 514 15 .10 12.7 ri i�--°-_.._..,..,.�„_.._,_,....�.._��___•.»__..�--^-�----------------------> 12.7 8 i � 6- 'Ar .092 .524 3,9 .85 903 16 .OQ 3.3 ]1 , L►-tT�TH .522 .6x9 5.S .85 3258 16 .I3 4.8 11 I� -.,..�.._......�....��....�..�......��..�......�..�......_..�..y....��............_______________> 4,7 A S-LT+TH .148 .286 14.2 �.85 559 16 .D1 12.i 8 --- �------------------------------�-----------------------------> ix.i e cycie• �o^ ..._....,.. ' xnt rata�. .a�z 7itii�i�!!SSl�t��si�i��ili�iRiii�O��iiiYR��iNM�� s.6 �+ , , � � i �, ' 7 i . i � ""' s � 1 . i t , .��.,�.<�:�;�,:1: . . ..._, .., . '� ,. ` • Q-�0 . . f . a • ... . s .. .. . .. . , .. , . � C�earwater eench Tralfic Study poineatt�a end Causcwey 8oulaverd 8xlatiinq IinokdaY pealqzt Valumoe ' ,,,iGH1�T,94/T611P11C(VS L1.Aj - tiGl Ingut Workshnet i�tereectfon A 0 - , I I I 11 I { ol I •p I 1 fl I i I ........_-------- / ars�wtewww��a�a=s��■ 45 iz.a x � -----ia9o��i4.o��z� -- ----------- 35 1x.0 I � ,.... ------------- ----' L03TTIIiB � 3.0 sac. I t., t�� `�, i�4� f S, � .' � 35 I 175 I1 15.0 � .p il 1 � 6 j) I !1 r � + � I I � I •D � 0 � I I d4/24/97 7.7:58: D4 Area Location '�ype: MOHCbD xgy: �oc.uri�s -- > � Wiartis v LANE$ ` _�_�4__-^��--0------ . ------------------- � � � -w o .o o t ---------___......_..__ I / 0 .0 0 ltarth wwswwNts�irraara�esrr � I I / �------------- �0 � 30 � Ahaaiaq: SE�USHC6 11 �o.o ��o.o � . pg�ssv x x n K 1 � 1 � OVLiiLI' Y Y Y Y � � LLAIIL]1G Ln tD 71ppr (irnde } Hnavy Veh. Adj.Pkq Bps Pk.Hr.Paator Cpni.Ped llctuated ]1rr.Typa ---- ----- -------------- ------- --- -------------- -------- -------- -------- � � RT 7H LT Loc Ha Hb RT TN LT pade/t�r TtT TFi L? R'C TH L'� r~!t �r.0 Z.O��.fl 2.� HO r-Q --0 .90 .90 .90 50-I.Oid -Y--Y -Y -3--3� 3 6 .D 2.0 Z.0 «.0 HO E} 0.40 .90 .90 50-LOY1 TF H H 3 3 3 8 .Q 2.p 2.0 2.6 M� 0 Q.90 .90 .40 50-LCni Y Y Y 3 3 3 W . D 2. 0 2.0 2. 0 KO 0 0 . 90 .90 . 90 SO-L0�4i li N H 3 3 3 ----------------° -----------------------------------------------------° 8q 11 J Phaae 1� Phase 2 � Phaee 3 � Phaae 4 � phaaB 5 � Phaee 6 � •*�+.* ..---------��..----------------------------------�_��..--------------------- f ** � ! I I I I «« � **� 1 1 I f I I '-°�f` 1 � 1 " 1 I i f f i i ' 1+++� I 1 I I I Horth J ++> j+�+�+�+> f I i I I I � ++�++�t � I i i I f *+ 1 v { I I I I j~G/C■~.25T�j�G/C■�.586^f�G/C= .000 � G/C� .QOOrE~G/C■�.000 � G/C= .4U0~� � G■ 18.0" 1 G■ 47,.0" J Gr .D" � G� .0" � G= •�" j Ga •�" 1 • j Y+R■ 5.0" j Y+R■ 6.0" j Y+R■ .0" � Y�R■ .0" � YaA■ .0" � YaRs .0" � � QPP■52.9� j UFF�85.7� j OFP�52.9� � QpF■52.8� j OFF�52.4� { OFP■52.9� � C�r70~secr~�G■�59.Q~dec~�~84.3;~�Y■11.O�aec�w�15.7�r~i'ed*�~.O�eec'.�~ .0� f� . , �� t [ - .. P f��".. . .. � . . i C1.ons�vater Beach '�rnfflp Study poin�ettia and Cc�ueewey Qoulavacd " � l�x��tinq weakdey aaaiya Volt�mp• I I . •,, Glt11T.94/Te11P]1C[VI L1.4] - 1SCt4 Vo1Ume l�djuetannt workehflat ' llppr llv� Flovr Lanu Group Ho.ai Lane l�dj prap.oE -tivt . Vo! AIiA Aate Group plv+r Lanas Util Plox LT R'f , ^� vPh -- vP� -- vph - -- vph ».. .... sywMry�r��a�s��aas�»=a�ss�aaa u er�a�a�aa�ss��tsa»saasssassstwwawa •N-RY 0.90 0 -- 0 0 1.00 U.00 .a0 N-TN 35 .40 39 LT+TIS 233 1 1.00 233 .B3 .DO • N-LT I75 .9D 194 -- D 0 l.DD 0.00 .OU ' 8-RT »�30�y.9Dr�--33----RT-----r33----1-----1.04rr�»M33 .DO 1.00 S-TH 40 .90 44 1`It 44 I 1.00 44 .00 .OQ 8-I.T 0.9D 0 �- 0 0 1.00 0.00 .q0 -w-[tT---35 .96----39-- ° RT---^--39----1-----]..00-----39-'.�0 1.00 '• M-TH I390 .90 1544 TH 1544 2 1.05 1621 .00 .00 • i�-L'� 45 .90 50 L'f 50 1 1.00 50 1.00 .00 09/24/97 �• 1T:58:46 .:s SIGTfJ1L94/T�APl1C[Vl I,1.4] - HC1S Satux�tion Plorr Adyustmenx Worlcsheet ]Ip Gane No Adjuat�aoak PrsaCars Adj ' pr t3rCUp ideal cf ------------^------------------------------------- Bet- ch ' NSvmte SatEl Lne Lane Heavy 9us 7!r FtiQht Lett l�dj flow -- -- pcphq - Width Veha GKede Paxkq 81ack Loc Turn Turn pact vphg � �s��r��e=�cses�:ss�s��raa�==rs�a�rsss�e�err�r�:a�s��aa�es��t��s��a�s��s��aa=s�■ ', H-LT+TH 1400 i 1.300 .980 1.000 1.000 1.600 I.0 1.000 .823 1.00 1596 ' • --°�-------------------------------------------°--------��..�..---------------- 8- R? i90D i .933 .980 1.006 I.00D 1.000 1.0 .826 1.000 X.QO 1436 8- TH � 1900 I .433 .980 1.000 I.000 1.OD0 1.0 1.�00 1.000 1.00 1739 ------------------------------------------------------------------------------- Ui- RT 19q0 1 1.000 .980 1.00d 1.00q 1.00p 1.0 .826 I.000 S.qQ 1539 M- TH I900 � l.000 .980 I.ODO 1.000 1.000 1.D l.aoa i.000 1.DD 3725 {�l- LT 1904 1 1.004 .480 1.000 1.000 1.Od0 1.0 1.00Q .826 1.00 1539 j� . t ; i � •i, � , 'i f• , , i .1 t 11•;� E � ti�st;. � �3-3� � �'J7.a:S�3�r�yP��1�:.i'�S:aS'-r ...-. --. _"-- . ..... �=.... . ;.-_. ...�..i��.. ... . .. ... .i.. . . �.- . . . -_ . . . ..13F�.e..........�...... .. � - - \�Ii�IYI�r Clanrrreter �oach Tx��fic Study Poiasektia artd Ceusawny Baulnv�rd Exi�tinq waakdey Da��QR Voltuoas �IGHl11.9�/T6AP1►C(Vl L1.4] - HC1i BupplamQntal LT-Factor worksheet 09/24/97 17:SB:07 ]lppranch Input/Calculatiaa H-L'� , E�LT 9-LT bt-LT ■r�a��e�w�rs�r��rrrrrrrw�ssase��aa�s��se�:ras��as��r�a��aa=eMr�rsas�ass�w C - Cycxn Lanyth 76.00OD .0000 .00UO .0000 ti - Actual Grewn Timq 1B.000a .040D .0000 .00DO Q- EEfectiv� Green TiRe 20.0000 .00OD .0000 .DOOD qo - Opp.. Efiective Green Time 20.Q000 .00flD .0000 .Oq00 N- Humber of Lane■ I.0900 .0000 .0000 .000� Na - HD. 4f Opp. G�les (9-17) 1.Q000 .oaoa .A000 .0000 vLT - lld�uated LT F].ow Hata 194.0004 .0000 .DODO .00Ob FLT - Prpgortiaa a£ T.T .8326 .fl000 .0400 .0000 PLTo - prop. a� �pp. LT (9-1B} .0004 .4040 .00pO .0000 vo - Adjuated Opp. Plo++ ltate 4i.0000 .OD00 .ODDO .OU00 tL - �ost Time 3.4D40 .OaQO .066p .OD00 LSC��'Lelt '�urna per~Cyc1s~�r� °° ---3.77z2------".0000 ~�~--.0040 �~»«^�.0000 Voln - Opp. Piaw /tnne /Cycla .8556 .4D04 .b000 .OD04 Hpa - Oppos�qq P1aCpon Ra�tio . 1.q000 .p00Q .OaOD .�040 qf - Firat LT giEect. Green .ODQD .QaQO .00QO .00OQ qro - ppposinq puaue Ratio .7143 .00OD .00�0 .aaoo gq - Opp. Qunua �fiect. Green .OD04 .00OD .D060 .OQ60 yu - [lnsaturated Effect. Greea 20.D4a0 .00OD .0000 .��00 f4 - GT Setur. FaCtax (9-1T} .$47S ,QOOD .0406 .ODQO PL .. pxppprt,l.on a� LT (9-i7) .832b .aaoo .ODGO .OD00 n - MaX. Opp. Vehicles {9-18y .OD00 .00DO .0000 .4000 YTFlo - �rop. TH in Dpp. (9-18� ],.00OP .00OU .00UO .00QO EL1 » TS Equivalent for L'� 1.2590 .D000 .00QO .0000 iiG2 - Opp. TH 8quiv. {9-18) .6000 .00OD .ODflq .Q004 fwin - Miniaaum vmlue for fG3' .1833 .bO�Q .4pp0 .DQDO im - LT Paakor for L? {9�17) .$22b .00�0 .40(10 .00OQ fLT - L'� 1�aCkar for Lnne Group .8226 .OQ00 .0000 .00OD SYGl11�L94/TEAPI�C[Vl L1.4] - IiCM Cupacity Analyein Warksheet ;�p Lane L7 ]Idj l�dj Florr Greon LanQ V/C Crf.t pr Gxpup phase F1o� Setfl Ratio Ratio Group Rutio Lanq ph Hvta Type Rate Rmte v/$ g/C Ca�aC v/c Grp ss! .... -- -- vph vphq -� �» vph -- - } viww�ae�=wwasss�a��a�wt==�ata�arrarrrs�ssswsws.rra�s�sava�ww�:sa��ana � ti�LT+TH 233 2696 .13$ .286 482 .483 * -s_---R�^------......�....33---"I,436----.D23 ~r,28fi �.»..410�--'08Q .»_..�.. ( S- Tti 44 1739 .D25 ,286 497 .p89 f °w_---RT-------------3g----Z539�---.025^^_.624r� 967~_�.DAO------ W- TH 1621 3725 .435 .629 2342 ,692 * W- LT Pri. 5D 1539 .D32 .629 967 .052 t_....----------�---------------»�.._.._..__,.----_•.......------_��--------- j Cycie Lenyth, C 70 aec Bum(v/a) _ .573 J Lost Time Per Cycle, L 6.0 eeC Xe ■ .527 s� �� I•».H..f<w.k,�s.s.�4.,:<. i+•..�., ,. w . . ... , . .. . . . . . . . . . . . . . . . . . . . , . . . . . . . E :` . . .�;: . . , I Cl�arwntur 0oach Trafiie Study 69/24/97 I Poinsa�tla� end Ceuseway UaulevArd 17:58:12 gxiatinq waekdey pes�qs� Voiumer `�GHNL94/t8AP11C(Vl U1.4] - liQ4 Leval�of-Servicc Miorkshaet ' Ap Leno Vol (iraen Unif belay Lano Cal Inax Lns�e Len ; pr Group Retio Hatia belay Yact [iroup 7arai aeJ.uy Group Orp Appr J1ppr •, ch tivt� v/c ,q/C di DB Capac a d2 Dalay L05 bnlay t08 , -- _- _- -_ •ec/v -- vph - rac/v eac/v - eec/v - .' ss��a*s�eirrMrswwrwss��w�u�s��www�s�rswRS�w�K��wf�rrrr��r��ss��su�s�a�r�es■ �. N-LT*TH .483 .266 15.7 .85 482 lb .62 14.D B , , , ..�..--------^_�_,..,.�_ ....................,...,..�,----^------------------------> I4.Q e �S- ii�' .�80 .286 13,9 .95 410 16 .00 11.8 B ' S- 'TH .089 .286 13.9 .85 497 16 .OQ 11.8 B ------,�......_.......... ��-------�_��..�......�......».»»»......��_�_��---------> 21.8 s '� MT- RT .040r��.629 3.8 .85 967 16 .00 3.2 11 � I�i- TH .64Z .6L9 6.5 .85 2342 1G .63 b.2 e+ 41- I.T . 052 . 624 3. B . B5 967 15 . DU 3. 2 !1 . ' --�----------------- ------------------------------�_��»......»...._�> 6.D Si .Y Cycie■ 74" --- ■��itiS�iRRR . I[1t TOtBi .GZG .w�s==aaa:�was�w�o�Rwwwwsrrnrs�rrrrra�r�r�r�esa�sr��> 7.x II+ ,' • ' i ' , . . . � . . �?� I , ' . 4 , : � . � . ' f .. , . ,� . i E � � � . . . . � , • . s . • . � � ' • , ) • F �„� . ` ' . � , � ' . . ' . � ' t l 4 � . . ' . . �_�� , '�.^�i}„F11i�iLllV'��r.�... . , "' �l � . w.�. RI��a ♦ � !.. .. . 1 , t' � . i.. �� i. ... .. � . . .. . . � 0 Cloarw�ter 8anch Traffic Btudy I'olnpottie► and Causexay alvd xxistinQ wQeknnd beaf�pn valuaes ,� e_r,�IGtl11L94/'�BJtiP11C[V1 L1.4] - HQf Ynput itorksl�eet xatoraactian � 0 - 09/24/97 I7:59:47 Arna Location Typn: NdNCeD I I I 11 I Kay: VOtt7t�e3 -- > I o I z5 I 120 �� wiorHs � .0 � iS.O � .4 I � � v LJ1NE8 I o I 1 I o I! ^-----------------�.. I ! I II � a •p Q ------------- ! 1 � \ ----_�_--_---- /i\ -- ---o .o a � xswswaasee��ss��s ....«..»»..�....�� i 45 17.0 1/ + / 0 .D 0 Horth �t....��....�......�»�«...... ars�sa=a��a�sRaK I 1585 24.0 2 -- ------ - ------- � I / ------.._.._.,__ i� ^ix.a i+ \ I1 1 i 1 . `------------------- IE 0 j 25 � 40 � Phtteirsq: 8�q(18HC8 11 I l� .� 1 f{1.4 j 30.0 � PERHSY N N N N LO$T�'YM8 � 3.4 eec. � �� 0 j 1 � 1� OVERLP Y Y Y Y I. I � i I � LEA!]LA[3 LD LD 71ppr Gs�ade ; Reavy Vnh. Adj.Pky eue Pk.Nr.Pactor Con£.Pad Actueted Arr.Tyr�e �„� ----- -------------- ------- --- -------------- ......�_�_� �---^--- -------- - � � R't � T1{ LT Loc Hm Itb RT TH LT peds/hr RT TH LT RT TH LT --N --.0 2.Or 2.0 2.0 HO�r�O �r0 r.90�~.9��.40 ^50-L041- -Y--Y°Y -9--3--3 8 .0 2.0 2.0 2.0 !f0 0 0.90 .90 .40 54-LOM H N H 3 3 3 S .0 �.a 2.4 2.4 F[0 0 0..90 .90 .9D � 50-L05i Y X X 3 3 3 ti . d 2. p 2. 0 2. q 1i0 Q 0 . 90 . 90 . 90 50-LDMI N N H 3 3 3 ----------------------------------------------- �� ..»».. _ _ _..�...., �---------- Sq II � Phasn 1 J phaeg 2 � Phase 3 � Phaae 4� Ph�ea 5 J Phaee 6 � w+r/�►x ----------------------��..».._�..�_�w��..�........_......�------------------------- 1 *� I I I i 1 I �* ��'�''� I` i �*� I " I I 1 1 I , ! I � I+�+� I 1 1 f I Horth � +�� ***+►> I 1 1 f I � i ++ i�+++ i i 1 I i � I ++•I � 1 1 1 i I � G/C■ .257 � G/C++ .586�) G/C=y.000~j~G/C�~.Op6 j G/C■ .004 � G/Cs .000 � � G■ IB.O" � G� .41.0" � 0� .0" } G■ .0" � t3: ,Q" j G■ .0" � � Y+R■ 5.0" I X�A■ 6.D" � Y�R= .0" j Yaii■ .0" � Y*R■ .q" I Y*R� .0" � � OFF�5x.9� � OFF■85.7; � OPF=52.9� J OFFa52.9� � OE►P�52.9� � QPF■52.9$ � � C■ 70 eec---G�'S9r0 sac~■~84.3;r~Y�Il.Ornac~■ 15.7� PQd•--.D eec ■�»�.D� � 4 . � � � �� . . � i r� i : �. � � M � � Cla�rwetar O�ech TraEfic Study 09/24/97 Paia��ttie�and Causaway dlvd iH:00:41 Rxi�tinq w�akand nasiqn Volw�as ,, �GNAL94/TLAPAC[V1 L1.4] - Hf�1 Voluaa Adjuet�ent kaxkehpet . Appr Hvt �lpw Lane 4roup Ro.of Lene �dj Prpp.qf .. -Mrt Yal PH� eate qrnup Flow Les�o■ Ut11 FAox �T RT � -- vPh -- vAh `- vPh - -- �Ph -- -- ��aw�wwrw�sw�wrwws�wRS�s��ua��a�sssaa=a» »a��a��s�e��■ . s-�T o.90 0 -- o o i.00 a.00 .00 K-TH Z5 �.90 x8 LT+T!{ 161 2 1.D0 161 .83 .OD H-Lfi. 120 .90 133 -- 0 0 1.00 D.00 .00 . -gw�?---40 .90----4`----�T----,��»_��;��--�-ao---^-44--_00 1.U6 B-�H Z5 .90 28 Tf; 28 1 1,00 28 .q0 .00 B�LT 0.96 � -- 0 D 1.00 0.DO :OQ �W-RT»r�15 �.90w~~rI7�~~�RT------17----1-----1.00-----17 .OQ 1.00 . W-TK 1585 .94 176I TH 1761 2 1.05 16�9 .00 .DO w-tT 45 .90 5D GT 50 1 i.QO 50 1.00 .OQ .o SIGN�L94/TF.AP�C(V1 Gl.i] - HCH Baturation Flax Adjustment workehaet ::, • � . �p tane No lldju�tmant �actore lldj pr Group Ideel ot ---�,_�_,»....»»..»..»......»......,»..�..w......»......---- --- - 6at- � c!� Nva�tn 8at11 4n■ Lana Eleavy 9ua ]1r Riqht Laft 11dj flox -- -- pcphq -.Ylidth vehs Gr�►de parkq 91nak Loc Turn Turn Facti vphQ • +�' �r��r��s��=��a��e�aa�as�se�=a��a=��r��aesarssaaa�s»ras��ase��aaa��sa�sa N-LT+TH 19a0 1 1.I00 .98D 1.OD0 1.Op0 1.000 1.Q 1.00Q .874 1.06 179D -^--------------�--��--------�-------------------------------------�------------ ' S- R'� 1900 1'.933 .980 1.D00 1.000 1.84D 1.D .926 I.000 1.00 ].�36 • S� TH 1400 I .933 .980 1.OQ0 1.00A S.D00 1.0 1.000 3.aao 1.OD 1739 ` ------------------------------------------------------------------------------- W- R'f 1900 1 1.000 .980 1,.004 1.000 i.000 1.Q .826 1.DQD i.Oq 1539 W- TEi 1900 2 1.000 .980 I.000 1.000 1.000 1.0 1.00D I.000 1.D0 3725 W- LT 19qQ 1 1,QqQ .980 1.00� 1.OQ0 1.Oq0 1.0 1.00(} .826 1.00 1539 � , 4 ! t , �� I � . t�'�iR � Clearwatrx Bpach Trbfiin Study Poln�atti� nnd Caueeway slvd Bfietinff Wankend rie�lqn Volwons ?GHAL94/T�APAC(V1 t1,4] - 1lCM Bupplemenral LT-F�ctor workehppt 09/24/97 18:01:25 Approeqh Tnpu�/Galculatiaa K-LT ¢-�T S-LT W-LT ws��+�i��rtiasrrrh�ysne�rrawwKS�ra�w�w��.4R�wR�wrrrrssR��rssRReaa�wsw:ss��awss C - Cycle Genqth ' 70.Q040 .0000 .00Qp .d00Q Q- Actua� Qxean Timu 1R.a000 .aaoo .00OQ .D000 Q - 8fiqptiv� �reuR Ti�s 20.0000 .04D0 .D440 ,0000 qo - Opp. 8ffective Greea Tima 20.0�00 .aaoo .0000 .OQDD K- Humber of Lnnee 1.QOU0 .O�UO .00OQ .0400 No - Ho. af Opp. Lane� (9-17f 1.Q000 .00DO .0000 .0000 vLT - Adjuated LT plpw Aete 133.0000 .0000 .00QO .00OQ PLT - Axnpvrtiori d! LT .6x61 .aoao .DOOQ .60d0 PLTo - Prap. 4� Opp. LT (9�IB) .0000 .600D .0000 .bQ00 vo - Ad�uet�d Opp. Plpw Rata 28.aana .��QQ .Q000 .04QQ tt - Loet Tine 3.00Oq .0�00 .00OQ .Qq00 _��_�»»��_�___�M��_��»w��---�»»»��----»��------��Y»»-�--^w-------��- LTC - Laft Turns per Cycla 2.5861 .QDOD .00pO .QDO� Volc - Opp. Plow /Lane /Cycle .54�4 .0000 .0000 .0006 Rpo - Oppoet�� Plataon Ratie 1.00OD .0000 .00QO .00OQ q! - Yirat LT Sffact. Graen ,7698 .DOQO .00DO ..pODD qro - Oppaeinq Quaua HAtio .7143 .DR00 .00OD .aaoo qq - Opp.'Queue �ffact. Gxaen .6000 .U6DD .QD00 .OQ00 Q�a - Unea�uxatad Ef�ect. Green 19.2302 .00OQ .UD00 .0004 �• » UT Batur. F�Ctox (9-17� .8575 .0000 .0�6D .0000 pL - Prnportion of LT (4-17) .9262 .0000 .0060 .p000 n - Hax. Upp. Vehiclee {9-I8) ,pD00 .00QD .0000 .Q000 PTHo - 4rop. TH in Opp. (9-IBj 1.QDD0 .00OD .D000 .0000 EL1 - 7H �qssivelent for LT 1.183Q .0006 .00QD .0000 �L2 ^ �pp. TH 6quiv. (9-18). .00OD .fl004 .40Q0 .0000 l�in - Miniaun Veluo far fLT .1926 .0000 .GODO .OU00 im - 4� Fnctor Eor LT (9-1T) .8737 .4D04 .DObO .0004 fLT - LT Factar for Lene Graup .8737 .0000 .ODp4 .4000 8IGNAL94/TEAPrC[V1 L1.43 - HCH Capacity Ar►alysia �arkshnet L�ae LT Adj Adj Flow Gruea �ana V/C Crit ,w Gxoup Phasa Plow S�tfl Rutio Ratia Graup Ratio Lana ch Hvt� T�pe R�te Aata v/� q/C Capac v/c Qrp ° ..- -- ti+Ph vPh9 ^- -- �+Ph -- - ■s�s�tra�s��ca��KrR��atira��wtw�a+`ee�s�wa�Rrrnrrc.wirtiansrsss�er�:�■ H-L?+R'H 161 1790 .09D .286 S1� .314 * S-»~ RT~~,.~4----�--~4b----1436----.031~^ .286----41Q---.I07------ �- TH 28 1739 .�16 .286 497 .056 W-r~ RT «�»_------~r17----1539----.911r' .52g----96i---.OaB ----- MI- TH 1849 3725 .496 .629 2342 .789 * w- LT Pri. 50 1539 .�32 .629 967 ,05Z Cyc1R�Lenqth,~C� 7� secr�»^----^r�»�----^"Sum{v/a)-�---'.506---~r� Lost Time Per Cycla, L 6.0 sec Xc = .641 `��./ � •�� ..aZ..k\�f�.1.•wi/�' . ...... � . . ... ..e . ... ,.. .. . .. , . . . . . , , . , r . . .. .. , . � . .. . . . .. . .. . ...�..+rf .a. s+ , > ` � . . . a. ..__. .. ' i i' � � ` ' I � . , ', r Cf�Arwetar eeach Trafiia Study . 09/2�t/97 " ria3nadtLia asd Ca�ssaway 91vd 19:02;�9 lxlstinq W�akand Aesi� Volwaas �ZGHAL94/T81lpAC[Vi L1.4) - HCti Levc1-pf-8orvice l:arketraui Ap Lano Vol (3rear� Unif balsy Lana Cal InCr Lane Lan ',• pr aroup Hatip R�tio Ael�y Aact I3roup 'fer�a i7ele►y Group Grp Appr Appr - ch.. Mvts v/c q/C dl I3C Capec a d2 Oalay L03 I3olay LOS : -- -- -- -- eac/v -- vph - nnc/v soa/v• - eac/v - � . •�as�e��aas:essss�rar��r��r��rr��a�ss��wssssRSRtrrr�erti�r�tirs�errr�atir�us■ • M-LTaTK .31d .286: is.9 .85 512 i6 .12 12.8 8 ......�....-�--------------------------------��_.. r----------------> 12.9 8 e-' 1iT ,107 .286 1�.Q .B5 410 i6^ .00 11.9 9 • 8- T}i .fl56 .285 13.8 .B5 497 I6 .00 11.? I1 ........�-�----- ---------------------�_......-----------------------> 11. S 9 ;' . �ti- RT .018 . 624 3. 7 .85 967 I6 .Oti 3. 2 A j'�, . 41- TS .799 .624 T.3. .B5 �342 i6 1.34 7.5 9a . Y-' �.T .052 .6x9 , 3,8 .85 967 16 .00 3.x A . --------r�--------------------------------- -..w��........»..»..�--------> 7.4 Sa Cy�.Ie�` JOM r�/�r� . ' ' ■�fri�piiR�R■ ?� I�i� ��Lal •/Y/ �asaasaaaa��assw��w�sfster�era��a��aas�sess�s�sa�s�i /�9 �* �� 1 ' f � . I i , ' .. `�� . ' ' . , . ' � � � . . � t � � ' , � • .� . � , ' � i . � , , k , , 1 , � - . .. . If', � ' . . . . . ' ' ' � . ��' � • , � • • ' • , ,i , .. � ' 1 �'• ' � � � ! . 1 ' . � • . • � . � � � '( , ,�' . . . � . ..� . , • . 4 . . 4 .� . . • . . . . . 1� ' � r R 3 � M�i7� �' � -..,�+��a�+s�.�.r.-,.��....,'�. � . �. .. . . , e.. . ,.. ,,. . ...� . ..� , .e � . j . . .. . �. �:. . . ., . ,... . 'r '{. . ... , • r' .. �- r ! � •. � � £ ■ . .. .-.»..t��io�. �. �w. s �.:{�s..._s�FMU�tiw�...... ._... . .....� ' i i 3 Cl,aarxot�r Baaoh Tratfic Study 09/24/97 Coronndo end Gu�ivi�w 18:04:01 6x�sting Weekday De�i� Volusee _„ iI0H11L9�/TBJIP/1G[V3, G1.�3 - H(� Input iiprkeheot IntQrenctiion � 0- J1rca Location Type: NONCnti j j j � � � Key: VQLl7M68 -- y f 7xs I 3so 1 o II 1 4 winTHs � ix.o � 12.0 1 .o II ! v LAtres f � I 1 E � 11 ^------------------�_ j I I fi 1 0 .o 0 ------------- / I 1 ____......___--------- / 1 \ -- o .o o t w��as��=s�rt�a=e��■ ' »....�� I 605 .0 0/ + / 0 .0 0 Horth ....��..�+��»��y.+�.. a�aass=s�saa�ar�rrr i a zo.o x -- ........_....___............_.... � � � ______..______ ia .o o� II 1 I I _,,.....�,,,,..,___�___..__ � � 0 I 655 � 0 � Phdsing: 66qUSHC6 11 I II .� i 2Q.0 � .0 � PHRMSV H H N H I.OSTTIHS � 3.0 4oC. � � � 0 � Z � 0 � OV8l2LP Y Y Y Y � � � j � � LEAOLA(3 LC1 Lti Jlpyr GrBde � Hee+var Yeh. Adj.Pkq Bua Pk.Hr.Factor Cor►f.Ped �ctat►knd J1rr.Type ---- --°- �........»............»- ------- --- -------°----- ��........_ »....��--- -------- � - � Ar S'H LT LoC Hm tib RT Tii LT pede/hr ItT TH F.T RT TH I.T ........ .......... -------------- ------- --- ------------�.. ..-°----- -------- -------- H .0 2.0 2.0 2.0 Hp 0 0,90 .9d .90 200-Ni4D Y Y Y 3 3 3 � .0. 2.4 2.0 2.0 NO 0 0.90 .40 .9a 200-[�SOD H H H 3 3 3 $ :0 2,0 2.p 2.0 HO 0 0..90 .SQ .90 200-MOn Y Y Y 3 3 3 M .0 2.0 2.0 2.0 ND 0 0.90 .90 .96 20D-MOD H H H 3 3 3 . _�_�..w�..�..,...�»......--^-----------------------------�....��.....»»�....------------ Sq li j rhase 1 j Phasa 2 F Pt�aso 3 � Phage A� phaae 5� Phase 6 � Rr�** _........--- -------------------------------------..»�..----------------------- � f+� � I+ I I f 1 I ;/I\ f<+ * j« . '--�-�-' I I � I " I i � I I ' Horth j + j+++} I I � I E ! , I i � �++++ � i I 1 '.I I + I � I I I i ! �-G�C�--p257-�-(i�C�--585^� G/C=~.�R�^{�G/C■~.600r� G/C� .UO� �` G/C��.D00�� I Ciw LV��~ '�� 41.�M I rt� .�N � Cf� �QN I GR •�N ! 6n •ak I � Y#i�■ S.ON I Y+R■ S.O�� Y4Ra ,O° i Y4F3■ .ON � YtR= .0�� Y4R■ .0�� OFFti34.3� � OFF■68.6� I UFF■34.3� F OFF■34.3� � OFF■34.3� { OPF�34.3; � C� 70 asc---(i■ 59.�~ss�tc�a~84.3;}�Y■11.0 sec^■ 15.7� Ped�--.O�onc^■---.0� � � �Wa,:L..^1Wif:lF.t.: � .�- ' _-_ L3-�9 ., ,� .. .. .... . . .. .... . Clqnrrreti�r eeach 7rnEfic Btudy Goronedo and Oul�viax LxistinQ Wpekday peelyn Volua►e• �GNAL9t/T8JIPAC[VI L1.4] - HC24 Voltusa Adjuetsent �orkahaet llppr Hvt Plox tana Graup Hp.o! Lana Adj Prop.af -tivt Val FKF Rate Graup Fxo�+ tanes util Ylow LT AT -- vph -- vph -- vph � -� vph -- »- s�t�:rA�s�w�a��sww�a�s�a��sRSe��:�asawwFw*aty�ar�yssrMrrrer.a�wws rt-a�r zxs .90 sa� �r eo6 � x.oa aos .00 i.qo N-Tt; 350 .90 389 7H 3B9 1 1.00 389 .OU .DO H-LT 6.90 D -- U 0 1.06 0. .00 .00 �--�-------------------------------------------------------------- S-RT 0.40 0 -- 0 0 L.DO 0.fl0 .OD S-TH 655 .90 T29 TH 72B 2 1.05 964 .DD .00 S-LT D.9S 0 »� D 0 1.00 0.00 .DD _.._,.�...... W..........»W......»........»__.._..»�....»..»..»...... �»,,..,�_^_____�______^_- til-RT 10 .94 11 -- 0 0 1.Q0 0.OQ .00 M-TH D.90 0 LT*TH+nT 683 x 1,p5 717 .4B .Q2 M-LT bQS .90 572 -- 0 0 1.00 0.OQ .00 BIGNAi,94/TEAPAC[V1 G1.4j - HCPf Saturnt�an Plpy► Adjuestmnnt liorksneet �9/24/47 1B:04:53 Ap L�sa !10 Adju�sta�ent Factare Adj grGro�sp Idea►1 of --,..,---------° �--------------------------------- Sat- ch Hv�ts eatfl I,na ' Lans Heavy Bus nr Riqht Left Adj flow -- -- pcphy - Width Vet►b [irada Parkq glock Loc '�urn Turn Pact vghQ �ss��rsrraa�e�se�:ases�aassss�aa==�sa==s��w�s�sss�saw�swwwwwaf�a�nswwwa�awwswwRrss N- RT 19D0 1 1.00D .980 1.000 I.000 1.OD4 1.0 .755 1.�90 1.Op 140b 11- TH 1900 1 1.00D .980 1.000 1.000 1.00D 1.0 1.00D 1.000 1.OD 1863 _,...,......»....�,�....--------��.... �-------------------------------------�------------- B- T8 I900 2 .933 .980 1.0�4 1.000 1.000 l.p 1.Op0 1.Opp 1.00 3477 ---------------------------------------------��_��..........»,»»»..»»»...._ti�».......... _ _ � M-GT�TH+AT 1400 2 .933 ,98U L.00Q 1.000 1.000 1.0 .496 .759 1.00 2628 . 8YGH71L94/TSlIP)1CiVi L1.4] - HCM Cepncity Analyais Workehaet � L[4ne LT ?Idj Adj Flpvr Green Lane V/C Crit ��-�rr Graup phaea Plax Sat£1 Hatio Ratio f3roup Ratl,o Lasie ch Hvts Type Rate Rate v/e Q/C Cc+pac v/c Grp � .... �.. .... �ph vphQ -- -- vPh -- - w�isnwris�waww�rwrrr�asr��+:ra��.a�s�rrr�er�saa��e��e��sss�aa��s=a�as:a � K- RT 8U5 14Q6 .573 1.D00 140b .573 N- TH 399 1853 .209 .300 559 .696 -8-__-TH------------764----3477---�.220�w».30a~r I043^--.733---r*- �i�i-LT+'t'H+[irr_��~^rYwTl?~��r2628^---.2T3 '.614---16ia---.444----+�- ----------------------------------------------------.._..��..�»....�..-- Cycle f.ength, C 70 aec Bum(v/s) • .493 , Lqax �'imo Per Cycle, L 6.0 aec Xc ■ .539 ,� .�� 7 V � r �,o . .� . „ ... . . i C2earwatcsr Bunch 'Treliic 6tudy 09/24/97 i Coranadn i►nd auliview 18:D5:50 j 8xt�tinQ Maakday 1]usiqn Volumas .� � ,�4N11L9t/Z�7lC[V1 L1.4] - HCt! Gnvel-oE-Sarvica warkahetit --° � ° J�p . Lb.ne VaI Cireen Unl.f Deltsy i.au�e Cel Inex Lana Gan pr Iiroup Ra�ip Eia�tp peley Fact Group Terw Aa1,ay [iroup Gxp Appr Appr '. ch Mvta v/c q/C d2 DF Capac ■ d2 oelay LO5 Dnlay I.OS -- ^- -- -- eec/v -- vph - aec/v aoc/v - eec/v - � • ' ■�a��aRM,f��a��r��iss��ssss�e�enrrrrrtirrrrr�rr�srs�er�r.r�a�e�.rrrr.arRaicwa=ww■ ' !i- RT .573 *+�k� ,0 .B5 1446 16 .43 .�4 !1 H-. TH .645 .300 15.5 .85 SS9 i6 Z.51 16.6 C• � �_......»---------------��_......»_..........«..»......»..........�..».._..��_��._.._�y�_..> 5.7 B♦ � _. 8- TH .T33 .306 15.7 .85 1043 16 1.88 16.1 C♦ • _,^.._....��---------------------^------- - ------- ----__��_��_�_�....> I6.1 C+ W-LT+Ti[+RT .444 .6f.4 5.4 :85 �1614 16^ .13 4.8 11 , __ _-..� _..»...._��....��-�-_-�_____________________________________� 4.0 A CqGlex ?d"w :ss...■,�,..ti 2nt Tntal .6�2 :rr�r�ra�rsswNS�r�r�MtywRwra�rwRSa��a»s�nwsss:�wc) g,4 p} � �; ' . - . � { ; � . . • I � ' �• . , �r: � ' . � . . � � ' � • � . . . ' , � ... i . . ', � .. . . � ' I . � , � � ' . : 1 . . . � ' . ' < � ' , . � � ' � ' . . . , . � . .. i .. �, � , . � ' . . . .� . ' . .. � ' , . � . ' � . � � . , i I ' . ' . ! . . . . , . . ` . . . . . E . ' , ' . , i , � . . �. , . ' ' . .� . 1 � . . � ' ' . • .� . . . . . �� . 1 , � , • c ' . � ` ` . � , � • , . F. . ' � . . � , � �� Ef� . . ' � . � ' . � � � ' . � � ; � . . " .. ` , . . '',, F i... �- ' � � t��'�1 i f.. � � � . cek»u;W-t3rs':,,.;:..,.;.N�»- •� . . .. .. , ._...v.. ,. . ., .. _ . :t. -- �� .. . . . �.. _.., .., . . .. . .. , . �. . .,.. . . ...� �..n.;�,,.,.h, ......... , , .� . . , ,.., . .. . . . .. , , , � , , . . ,. , .z . , . �,;r._ . ......-�------ -.. _... — --- rr.��. Claarwmti�r 9aenh Trbfilc etudy Cara�adn end Guliviex � B��stlnQ Meeknad �e�iqa Volu�ee � ,.,,,��fGK�t9a/TB�P�C[V1 L1.4] - �ICti Input Workshnet Tr�tarinction � 0 » I I 1 � 830 � 395 j � 12.0 � 12.� j , � 1 � 1 J ' ,I I I _.._...._.._....___ / I . .�s�asyar�srarrs�r��: bOS .0 0 / �� 605 zo.a 2 -- � --------�---------- x0 .o o. � II , -__________ ................_ � 1 1' II . LOSTTINB • 3.0 aea. j �� } I! fl 0 �� .0 �E o II II \ + os�x4i9y IB:06:5i Arna Locat4an Yype: HOHCIlri Kay: VDLUMBS -- > � WIbTliB v LANES ----------------......_ � o .o q ..........-------------- / I � -- o .o o � ------------------- I / D .0 0 North ■�wa��rwwas.+r�srr� � \ I / »»..�_-------- I I I Q 1 555 � 0 � Phaainy; SEqUSHCB il .0 � 20.0 � .0 � PERx5V H H H H 0 J 2 I 0 I OVERLP Y Y Y Y ! I I L��nt.nc �.n t0 ' Appr arade ! Heavy Vah. lldj.pkg Bus Pk.Hr.Pactor Ccrnf,Aed Actuatad Arr.Type ' -' � AT � TH LT Lnc Hm ^Hb r�RT~r~TK~ LT pada/hr RT TH LT AT THrLT � ---- ----.. «..«.......,..«..»»�.. ..w.....,.... �..- -------------- -------- ----..»»� »»»�«--- N .0 7.0 2.Q 2.D HO q 0.90 .90 .90 200-HOD Y Y Y 3 3 3 E. .0 2.Q �.0 2.4 Np 0 0.90 .90 .9D 200�HdD N H Ti 3 3 3 8 .0 2.0 2.0 2.0 HD 0 0.90 .9D .90 20�-HOD Y Y Y 3 3 3 ' Y .0 2.0 2.0 2.0 HO 0 0.90 .96 .40 x00-TlOa N N ti 3 3 3 j�».... ........_ �_----�^,�,--- �------ --- -------------- ---�--�» ....�......-- -------- 8q 11 j--Phaae 1� �� Phaae 2--�--Phdse 3»w�»»Phase t �^ Phaae 5--�--Phase 6�� ` � ,�w�** __..�....»..,»_»»»..........»....�.,__,�..---------------------------�_�_..�..�..........�--- . ' � '_� 1 \ I <+ * � + � I 1 i I I I I r v 1�} I I 1 I I , I I " i+�++ I I 1 I ! �ttorth � + �++++> I I 1 I ! I I + �++.+ `� I + i v 1 I 1, I E , �rG/C=~.257~�wQ/C■�.566 J~G/C■ .080 j G/C� .000 E G/C■ .440~�rG/C=^.000 I � G= 19.�" I`G■ 4I.U" 1 G■ .0" � G■ .0" j G� .D" � G= •b" 1 � YtA■ 6.0" � Y+Et■ 5.D" E Y+R■ .0" } Y+A= .4" � YtR■ .0" � Y+Ii■ .0" � � OFFR34.3� � OPY■68.6; j OP�R34.3� j OFF■34.34 I OPF�34.3; � OFPa34.3� � C�Y70 eac G* 59.0 eec �T84.3� Y�11.0 �ac = 15.7� �Ped•r .0 seo � .0; �.. �i�I 7 � i .tyt4:•i�iiVil��.>t:-:..f.,i w�...e� • : 3S r y� �[ ,e.. . . �r�F.� ._ � �. .�x.. .. .. , . . . .�-. C1$arretnr Boach �ra�fic Study Coranado and Oulfview 8xistinq waekend Deeiqn Voluraea �.,��1IGNAL94/TE71p�C[Vl L1.4] - HCti Volums �djustaent Workeheet Ap�r� Mv� F].ox LAaa Graup Hp.of Lane J4dj rrop.of �llvt Vo1 AKp iie�to Groug Plow Lana* Util Plorr i.T R7 -- vPh �" �Ph -- vph - -- vph -- -- ■�aaitwwr��a��sss��a=��rss��arsMaa�wsa�»a�c�taa��satrasan�a�es■ H-RT 830 .90 922 iiT 922 1 1.QD 922 .00 1.00 lt-TH 395 .9D 439 T4i 439 1 1.00 439 .00 .Oa TI-LT A.90 0 »» 0 0 1.Rq 0.00 .00 �..----------,_� _��........»..»..»�....--�-------------------�,� _....---..»...... S-RT 0.90 0 -- 0 0 1.00 0.00 .00 B-TH 655 .90 728 TH 72B 2 1,QS 'lb4 .00 .QO 8-I.T ' D .90 0 -- 0 0 1.00 D.OD .OD il-RTrr 10 r.90----Ii----Y�-------a----O�_..�»i.00�-�---0�...OUrr.O� il-TH 6D5 .90 572 LT+7H+il'C 1355 2 1.05 1423 .5D .Ol W�L�' 6QS .94 b72 -- D 0 1.00 D.d0 .p0 �----------------------°---^----..,.......�_-------------------------- SIGNAL94/TE]1PAC[Y1 L1.4] » HCM Saturation Plpw Adjuatment workshQet 1!p 4nnn Ho Adjuatmant Paatvra . Adj p�r Iiroup Idaal of ,»..»..»....»..--------------------------------------- Sat- ch Mvmta Setil Laa �Lane Haavy �us llr Rtqht i.aft 11dj flaw �- -- ppphg , Width Veha Grade perkQ Block Loc Turn Turn Pac� vphq aa=ss�t�� u ssss�=ss��as=a��a:ssse�rrnrraw�s�:��a��sr�::s��a��sa�:s�saa=s�tari■ li- 1��' 190D I 1.000 .980 I.qOQ I.000 i.000 1.6 .755 I.00D 3.00 1406 N- TI[ 1900 ! 1.6b0 .�aa i.00Q I.D00 1.00D I.Q 1.000 1.000 2.00 1863 B- ^TH�_~��1900 ~2^»».433��.980�f.00Q i.�00 I.D00 1.0 I.OUO 1.00D 1.00 3477 --�-----------------------------------..��»��..�--------------------------------- W-LT+TI�+RT 1900 2 .933 .980 1.fl00 I.000 i.aao i.0 .998 ,978 i.bp 3Q48 ��NlIL9a/TL)1PACjV1 L1.4j - HCH Capacitp Analysia Worksheet Lane LT Adj Adj Flow Graen Lane V/C Crit `"'"pr Craup Pheao Flox 6atf1 Rnxio Ratio Group Aatio Gane � ch Flvte Typa Aate Rate v/e q/C Capac v/c Grp vph vphq vph sses��e�rr*srnarKrtisaax�*ww��t�aaa�wuRSS��ws�as�ass�arns�enssara�er H- �tT 922 19qb .656 1.004 i466 .656 H- T1[ 439 1863 .236 .300 559 .785 + t �S°-wTHr--r--~`-�--764----3477----�2ZQ---.34U ^ 20�3 Y^.733�~�_,_ I�W-LT+TH+R7r--~r��=1423~Y�~3048»»w�.467---.614---1a72---.76q----*- Cycla Lanqth,-C--7p sec-----------------~~Sma(v�s)-•r---.703 ��--- � Ldst TimB Per Cycle, L 6.6 aec Xa = .768 . � � � �-y� , . . , ' . � , . Clee�cxater Bench 'Craitin Study � 09/x4/97 Cornnedo and GulEvi�nr 1B:QB:�2 Sxi�tin� Weekand Da�tyn Volumea ��, �IGNIIL9R/TFIIPAC[VI Li.4j - tiCH Leval-af-Sorvice �lorkshset �.•, llp �ana Vnl Gr�en Unii Uelay Lane Cal Incr Gane Gdn E. pr Graup Retia Rntio a�ldy Pacx Ciroup 'tera Delay iiroug Gtp Appr Appr ,. ah Mvts v/C Q/C dl D! C�pac a d2 bgley LqS �elay LOS -- -_ -- -- eQ�/v -- vph - nec/v aec/v - aec/v - � �+twww�st�s»e�a�rra�MrwMww�w�w�aa��ss�sasR=w�sswa�fw�wsswwwx�RRwRSR��s��as�■ , , N- !i1' ,65b �+�R+� .D .85 140b 16 .79 .� 11 � ,. H- �!i .785 .3D� 17.1 .BS 559 16 5.03 19.5 C� ' ------,_,..._....»»_....�..�- --------------------------------�----------> 6.B p� $- TH .733 .3D6 16.7 .B5 1043 16 1,89 I6.1 C+ � . ........�______________�....__......__..�..��___-__..�..y�....a��......»�»..y..�_..»....»> 16.1 C+ • ii-LT+Tti+Eti .760 .614 7.4 .85 1i172 16 1.32 7.5 g♦ � __ ..��-------�-------------------....�..___�__�__------------------> 7.6 e� ' '� CyC1R� TO" K+rrsw�w�r■ znL Total .730 ��e��ata��as�sssressesssart��ees�s�seu�sse� 9,x �} i , . . . . .� i 1 , . . , ' ` , - .�- -� . . . . . . , '� ;�� ' . • ' , • � • , ' .t � ; , . . ' � a • � � . . , , .j' . � . ` , . � . . . , k ' . 1 � . „ . . F. � � �� . , . � � . . . . � �' � . � , � � . � . ' � . , � 1 . . . ��. . , � . ' ' . . . � , .. ' .. , .. . .. . �. jtS,F� . � ' � . . . � , � � , . ; j . •:r . ,.�< • � . • � • . �� .. � �. ' , . , �3� ��y :�:- � , . . . � : � � Classti+e,ter 8each TrdEtic Btudy Hwrdnn nnd (iuliview t�ciating weekday nastgn Valuae• .. `L� •,��aR71L94/1'gJ1PlIC[Vl L3.4� - itC!{ Input iiorkaheet � intrrs�etion � 0 - 09/2b/97 11:50:59 Arat� 1.ocatian Type: HONCBa I I I 'II I Key: YOLUHSm -- > � 15 ( 0 � x95 II I � KIDTHS I .0 I�5.0 � .o il I v w►t�sS I o I 1 I o II -------------------- � I I II � 340 I1.0 1 , . � • • �------------ / I 1 »___»..........__-____-_ / I \ -- 366 lI.Q 1 � r�af��Mwwwwaa�sRt�as �� I 35 11.0 1/ + / 0 .0 0 Horth ' ��..-+�....«�..�..�..�.�.. sw�waaw�oass�sww�ws � �60 11.0 1 -- _��_�.�.._.._»�------- � � / ..�..�»�»»..»...... 0 .0 0� �1 � � � -----------------�-- �� 0 � 0 � 0� Phaainy: SRQt7EHC8 7.3 I I I •Q I •D � .0 � P8RlSSV Y Y Y Y LpSTTTM6 : 3.0 Bac. I I I 0 I 0 I t3 j OVERLP N ti t1 H I I I I I I L�nt�G G� LD � 11�pr arada ; s{eawp Vqh. 1ldj.Pk� 8ua Pk.Hr.Fnctar Canf.ped 1lctuated Arx.Type .,_=_ �..��- --RT' T'H LT LOC Nm ^iib 'wRT �~TH ' tT peds/hr RT^TH LT RT TN LT ____ �____ ____----�..____ _______ ___ ______________ ________ __�.____ __._.___ H .0 2.fl .�.0 2.0 HO 0 0`.9D .90 .90 50»LOi� Y Y Y 3 3 3 8 .0 '�2.D 2.0 2.a !10 0 0 .90 .9Q .9D 54-LOW Y Y Y 3 3 3 8 .0 2.D 2.0 2.0 KO D 0.90 .90 .90 5Q-F.OW Y Y Y'3 3 3 li .0 2.6 2.0 2.0 110 0 0 .90 .90 .9U 5�-L061 X X Y 3 3 3 : ��^��^��^ , Sq 13 � Phase I � Phnse 2 f Phaae 3 � Phaea 4 � phaea 5 � phaae 6 � •w�a: ------------------------------------------------------------------------- ' I* " ! � " I I I I w * ***w ��'ri� i« ,, � i i «+�+i i i i -._� i i �- �- i i i � � � ��. i�+�+ i i i i ;� ltarth � �+++�> >+af+> , I I I 1 1 i � f ! I I f i I } 1 I I I ! � -----------------------------------------------------�------------------- I c/c- .x5i f¢/c• .ioo } c/c- .�e� I c/c■ .aoo I�/c= .00a � c/c= .000 ] � G�+ 15.1" f G� 6.0" � G■ 22.9" � G� .0" � G� .0" � G* .0" � . � Y+R= 5.5" j Y�R■ 5.0" j Y+R• 5.5" � Y+R■ .0" � Y+BR .0" � Y+Rw .0" � � OFP=4D.�� J OiF■T4.3� j OFB■92.6� ( OPP■40.0� � QPF■40.0� � OPFs40.Q• { .,��_»�_�...,_____,..,..,....._....»»�_�..,.»..�«„»,....,»�..«.,«..,.....�____ ____.•__-_____ C� 60 ■aa G■ 44.0 nec ■ 73.3t X�14.0 eac : 26.7�' Fnd■ .0 eac ■ .0� . ! 1 � ' ` 1 ' �� . S S�-y� � 0 �.�. ., . .. . . . . .. . . ' 0 Cl��rreatar 6�ach �'refiic 9tudy ' 09/26/97 !le+rdaa and Gulfview I1: 51 S 01 ' �. �xietinq Weakday Ds�iyn Volumea if3!(1lL94/TB11pRC[V]. I.1. <] - FiC�i Volwre �ld justaent Norkaheet �ppr Hvt Florr G�na Graup Np.oi Lane Adj Prop.oE � -lSvt Vp3, pHp Rata l3roUp �low Lanes Ulil tlo►r GT RT -- vpls - vph �� yph - _- vph _� �_ , ��rA*w�w��a»=s��aaR��swa�wRwwwawxrp�=ss�e�s�ss��se�:��s��• ti-tiT 15 .90 17 -- 0 0 �1.00 0 .06 .DO � N-?Fi Q .4D ' 0 L'3'*TH+Hl' 345 1 1.00' 345 .95 .05 ', N-LT 29� .90 3xB -- 0 4 1.00 0.OQ .00 � S-R1' �340^ .90 ^ 3'79----E�'i-----3T8----1-----1.00r ••••3T8Mw.40M1.dD � � E-TH 36D .90 tbp TH 400 1 1.00 400 .DO ,00 ;.. 6-L'C 0 .90 0 -- 0 0 1.00 0 .00 .00 , ....�-------..°��....�..........�_..................�.,_��--------------------�--�...._ . ,1i-AT 0.90 0 -- 0 Q 1.OD Q.OD .q0 If-Tii 4fi0 .90 511 TH 51� 1 1.Q0 511 .00 .QO St-LT' 35 .90 39 t�'! 39 1 I.OD 39 1.Q0 .00 BICNJ�L94/TSAPIIC[Yl I,x.4] - tiCH 8nkuration Yfvw ]Idjuetment Woxksh�at , , . s' Ap L�ne Ho lldjuAt�ent Factars 11dj ' '' rir Group Ideal oi -------------°----��W�»_»�........r»....��..------------ 8at- . ch ![vats Satfl Lns Lane Hattvy �iue 7�r Riqht I.ett 1Wj flox -- -- pcphq - 4iidth Vehe Grade Pork� B],ack LoC Turn Turn Pact vphq . � ■�aaa��s��a�a�ss��st��=a��ww�ra�wwwrMrrrr�rss�atars==se��ss�s��=saaww�arr 1t-L'�+TIi+RT 1900 1 I.iQO .980 1.000 1.D40 1.00D 1.0 .892 .T49 1.00 1369 � � � rrrr��..��rrrrrrr�r�rrrrw..rww��.."'�'��'��rr..�rr..w�.�� E 8- RT 1900 1 .967 ,980 1.OU0 1.00D 1.000•1.0 .926 1.Op0 1.00 1486 , �' 8- ,.Tg 140D 1 .967 .98Q 1.00U 1.000 1.OD0 1.0 1.000 1.000 1.�0 1801 � -----------------------------�_�_..»..........»..� - -------------�----�--�---»»..,---- - j Y- ?ti 1900 i .967 .980 1.000 1.000 I.400 1.0 X.OQO 1.pOQ 1.00 1801 . 1t- GT 1400 1 .967 .48D 1.00� 1.Q00 1.000 1.0 I.000 .198 1.00 356 , � .950 prot 1711 . ,` , , ,'�,` ' � , . I ! � , , ' • � � � �. � � r. . . . . ' . . � , . � � ' . , • � . - . ' ' . . 1.. � 1 . , . S • � • � . ' � 1 .' - �- yb. . C1�arw�tar 8anch Traffic Study Sa�den as�d GulFviex SxistinQ Veekdap Dasiqs� YalUaias ��YGM11L94/T!'JIP]�C[Vi Ll.<} - HCN 8upplesential LZ'-t►ector �lorkehoat 04/Z6/9T 11:51:QZ l►ppruach Tnput/Calculatipt� H-L7' 6-LT 9-LT 1i�L'l ■�i�a�=t�a�asrprwMR��e��aes�ttars:eerr�r�ur�t�rf��a�er�a::rrasaas�MrR�as��ra��saas C - Cyclr Lenqth .0000 .D000 .0000 Ga.6QOD G- Rctual Gzeen Ti� .OpQO .QOqO .0000 33.9500 Q- 6ftaative Grean Tiv� .aaoo .0060 .00OD 28.4500 go.- Opp. �iiect�va 6reen Tiaae .ODDD .OD00 .0040 25.4500 li - tivaber of Lenea .QOQO .DbOq ,OOUO 1.0000 Ho - lfo, vf Opp, Lanee (4-17) .QOOD .UD00 .UOfl4 1.00pQ vLT -)ldjuatnd L'� Flaw 8ata .06QD .OD00 .0040 39.OpOQ P[,T - �xnporrion oi L� .40qq .0000 .q090 1.0000 PLTO - Prop. o! Opp. LT [9-18) .QOUO .0000 .0040 .0000 vo - lld�usYed ppp. PIo�+ Rate .oaao .0000 .0000 4pp.Op00 tL - Lost Tiwe ,OQpO .00pp .0000 3.U000 -----................�......--�------------------«-.... �...... _»»..�� _.._..»..»».., ��...»�-------�---- LTC - Lelti Turn■ per Cycl• .Oaa6 .0000 .0004 .6SaU VqlC - Opp. Flox /Last� /Cycle .00DQ .Qq�O .0000 6.666? i�po - Oppooin� Piatooa Ratio .04Q0 .0000 .q040 1.00OD pf - 9ixaL LT Sifect. tiraen .06Q0 .0000 .d00Q .QOQO qro - Opponix�� pueue 3iatio .OpQO .0000 .4000 .5758 q� - Opp. Quau• 6fieCt. Gr4an .0000 .00OD .D000 9.9714 pu - Unsnturat�d 6f�ect. Gra¢:t .0000 .00UO .0000 19.57H5 fs - T.T Satur. Factar {9»17) .0000 .�000 .qQ00 .fi250 RL - Qroportion oE L� {9-17). .OQ06 .QOOQ .0000 1.0000 n- liarc. Dpp. Veh�cles (9-18) .DOOQ .Ofl00 .Od06 4.9357 C�THo - Fms�, TH !.n I?pp. ( 4-18 ) .OQ00 .0000 . QpOD 1. �OD4 6L1 - TH gquivalenx �pr LT .OaOD .0000 .00OQ �3.3000 8LZ - OpP. TH �qu�v. (9-18) .0000 .0000 .0000 .00OQ imin - Minimum Valuo For fLT ,0000 .O�qO .aono .1406 far - LT Pactor for L'�.(9-17) .00Op �.00�0 ,D000 .1979 ILT - LT lactor !or I.ena Grau� .OUDD .0000 .0000 .1979 � $IGN]1L94/'�Ll►PAC[V1 L1.4] - tiC�[ Cepacfty lls�lyel� liorkaheot r--- I.axss LT ]1dj lldj P1arr GreBn Lane V/C Criti �,,, r Group Phana P'lor Satfl Ratia �i�+tio Graup Retia Gane ch !{vts Type Liate Rate! v/s q/C Capac v/c G�rp -� -- -- vph vphq -- -- �Ph -- - �rss�ss��r��r�r�a�x�rr+trrr�sausss�isRwn�aaa�c�ss=sa��aa��sRS�o:: H-LTaT1I+RT 345 1369 .252 .293 401 .860 � ...._..�°�------------------------.._..........»..... 92q��W b31r---........�__»_ S- RT 37$ 1488 .254 .594 S- TH 4D0 1B01 .22x .424 7G4 .524 -w----Ti{ -------^-~Y511�~»�iBDl ��.284---.607---149�---.467----�- W- LT Pri. 39 1711 .023 .7.33 228 .1T1 1�- I�T Sec. 0 356 .00Q . d74 I59 .00D ii- i.T Tot. 39 .667 397 .098 «�....---------------------------»��_ �........»�............»»��..».»..............__� ' Cycla Lenytl�, C 6D sac Sum(v/a) � .536 i Loat Ti�a Per Cycle, L 6.0 dea Xa = .595 1 i i� ; � �~ 'i i Claarr�tar 8esch TraEElc Study Ha�isn end Guliviex 1tXi�tinq lieakday Doeiqn Volume� ° ��IGN11L94/T�11P71C[Vl L1.4j -- RC1i Lwel-of-9ervics Morkefieet � 04/26/9? 11:5I:03 �1y� Lana Vol cirQnn UniC Dalay Lnrse CaI Incr Lane Lan Px �='onp Ratio Retio Delsy Pact Graup Taru Ualay Group Grp 1�ppr Ap�r ah tsvt� v/a q/C dl OF Capsc a d2 pelay 408 Uelay L08 _- -- __ -- sac/v W- vph - aac/v aec/v - esec/v - s»wwnwas��r�aa�:��ar::rar�ty�trRwwRS�ww��r��s�=sss�»�aa�re�:�rr��r�er�e 1i-LT+TH�iiT .86p .293 15.3 .85 461 16 11.83 2�.8 C ,....,.........�.._�__________________�_......,,.._�...........�........��...._........__�___a 24,g C 4- �T .594 .42d 10.1 .85 631 16 1.15 9.8 t!♦ R- T1! .524 .424 9.7 .8S 76� 16 .5� 8.B B+ --�---------- - - --- �_........»»..�..�..�..�--�-�-----�----------------> 9.3 8+ if- TH .46T' .60T 4.4 .�5 104� ib .24 b.�l A ii- L'� . �98 . 647 4. 3 .85 397 16 . 00 3.6 11 ......�_____________________°�.._��_.,....�........� ................_�__�_......��_�___> 4,4 11 CyCl�� FiOM � arwwnweRrs■ Int Total .583 ��w�w��s��a:�ir��s��rrrMr�rrr�err:�=ra�r�ww*� jQ,9 n SIGNAL94/T8AP71C[V1 L1.E] -}3CCI4 Supplewentai Unilcrn Delay i�orkeheet ]1pProaCh ' xnput/Calculatfvn � H-LT 8-LT 8-LT 1i-LT ' ' ■ss�ss��:ses��e�rnr��e�a�rrrsrratanawaawa��s�assssss=��sassss�s�sr�e��e�era�pu �- aaivatga �,r voi,� .000a ,0000 .0000 39.a000 X - r/c Batia .�000 .DOQO .0000 .0962 q-'primry tdov. 8ffect. Gx'eeri .0000 .00DO .00pO 8.OQa0 �. qq � Opp. Quaun 8lfect. Green .p000 .OQ40 .00DD 9.8714 , �u � Un�nturated gffac�. Grann .0044 .0000 .0000 18.5TB6 r - Rsd Tiyra .0000 .DOQO .0000 �3.5540 , �, qa - Axrival. Rate .0000 .p00p .00�0 .0l69 � ap - Priaary Batilnw Rnta .000� .aaan .00Op .4752 ' , s■ - $eaondery $dtflar Rate .0000 ,a000 .q400 .3516 7Cpara W Pormitted v/a Ratip"wr~»�~r»�.p000 --°'-.ODOa----^--.00RO'_T~^w�.i09S Xprot - Protected v/c qa�io .0�00 .00OU .00OD .0899 � Caso - v/c Caea Hwalrec ,QOOD .Q000 .00QQ 1.0006 a- Qunue at Beq. Groen 1►rrbx .00Qq .ODOD .0000 .2551 - Queue at Bqq, �lnOn�. Grs1. .6000 .ODDO .QD00 .3,069 � r - Re�idual Quaun .OQOD .00qp .040q .0000 di - [Inifora [lalay .a0d0 .0000 .ODQO 4.�592 ;� � 13-y b Clsarw�tqr Sasch Traflic Btudy Hudan es�d anlfviaw ' �xistinQ koak�snd basiqn Volu�es � . '�Gl1AL94/7611p11CjV1 Li.4] - HR! Iaput Mforksbeat iritnrssction � 0 - 09/25/97 11:43:50 Aran� Location Typa: tiOHCB[1 � E .� �� I Aey: VOLUMES -- > � 35 I � I 325 j J. � � MfinTNS I .o I�s.o � .o �� r.n�+�s � 0 � 1 � � �� -------------------- , I i I li 1 4�0 11.0 1 _____________ / I � .............._.,..»..»....»»_.. R�M�Rarf�i=i��5■ 115 11.D 1 / _ � Ys6s��xx.n�Wi.� -� . .......,_......0........:D....o_ \ ! 1 ------------------- Il �1 I# L031"TStlL� ■ 8.0 4eC, I I i . I !f + 1 f ol .o F 0 � ! -- 5�s a,x.o i / ��0��:0�� ........,.......... /�\ I I North I ! / ------------- i I o� a � rhaBxnQ: ssousKCa xa � .0 � .0 � P�EiH8V Y Y Y Y 0 � q � OVERL� N N N H J � LSADI.AG GD i.D #ppr Lir+xla # Heovy Vah. JId�.Bkq et�e Pk.Hr.Paator Conf.Pad Actuated Arr.Type �_.... .. �_� �_.��............» .. ............» ,..... »��....___-�____ �_��___ -_�___�� ___�_�� , RT TK tT Loc Hs 1ib ItT TH LT pnds/hr AT TH LT AT TH LT �.•1i•, ••-.0^ T2.0 2.4--�.0 -NQ-°� --0 .90 �.90R^.94 50-IA'N ,•y'Yy^_Y _3__3' 3 � .0 2.0 2.0 2.0 NO 0 D.90 .90 .90 5a-LOM[ X Y Y 3 3 3 � .p 2.0 2.0 2.0 HO � 0.90 .90 .90 50-Lp�t Y Y Y 3 3 3 ii .0 2.0 7.0 2.0 HO 0 0.96 .9D .90 50»LOw Y Y Y 3 3 3 8q 13 Jr�P6aee»1_��Phanaw2^w�' Phaea�3_~�rrPhneer4r_f�»Phasn�5r��»»pt�aee�SrwJ �►�/�w _..��_,_^�-------------------------------�---^-^^-----_----------------- ' 1^* * I . I " 1 E I 1 ��.�� * "�� «+r+� I I I I I ��** �+a++ 1 � I I fiartb � �++��> �++a+> � f I I . � I 1 I f I I I ------------------------------------------------------------------------- � aIc- .xsz � c/c■ .xo9 I a/c= .�ia i�/c■ .oao � c/c• .aoo � c/c- .00a ! � d■ 15.5" j G� 6.0" � G� 17.5" J G� .0" j G■ .0" � G� .U" J � YtRs 5.5" � Yt$■ S.O" � Y+H■ 5.5" J YtR■ .O" ' Y+Ra .O'� � Y+Rw .O" I � OFFrs43.6� j OPP■81.9� 1 a1�8■ x.9� J OE'F■43.5� { OPP+43.6$ � OFF�43.fi� J C=r55�seC�~'G■^39.0^ceC � 70.9l�^Y■16.O�eeC~■ 24.1�^ Ped■�».Q�6eCr�~�~.0� k � iy � � � ' � . � 'W �-4� ■ '3'+ '. � Clearu�rar oqach Traflic Study D9/2b/97 Riwdan hnd Gu1�vA�x 11:43:51 �xi�titnQ Hookend D�siqn Volu�ona � � �GH�L94/TSAP�C[V1 L1.4) - HCrI Vnlurta Xdjuetment work�haet Appr Hvt Flox Lana Grpup Ho.oE Lana Adj Prop,of W[Svt Vol FHF ttata firoup Flo++ Lanea tttil Plcv LT RT , _� �ph -- �Dh -- vPh - -- vph .... ».. r�MwsR��ass��as��a��a�=n.Rwa�ri��sa�a��awwwusRwws■ N-RT 35 .90 39 -- q tl 1.00 0.00 .00 Ii-TH 0 .9D 0 L1'+TH4IiT 400 1 I.00 400 .90 .10 ?[-LT 325 .90 361 -- 0 0 1.OQ 0.00 ,00 , �..�..�...... �....�.._..............��»...._»..-^---------------�......�_ �..-----^----- E-RT 4�q .9Q 469 H'� 489 1 1.D0 489 .OD 1.U0 B-Tft 515 .90 572 TH 572 I 1.06 572 .d0 .OD 6-LT 0.9� 0 -- 0 fl 1.OQ 4.�0 .OD rH-RT '0 .90--�--�----_^----�....�........0 �� 1.0�------0�..�OD��.00 � M-ri[ 5bS .90 628 Ti{ 628 I 1.D0 6Z8 .OQ .00 4�-LT 11S .90 12B L�' I2B 1 1.Od 126 1.00 .00 SIGNl1L94/TP.1►PAC[V1 L1.4� - 1[�!1 8eturation Fltnr ]1dju�taant 4torkeheex 11� Lasta No Adjustanent Pactors lldj , �r croup zde�l o� --------�_....»......-------�--------------�----------- sat- ch tivirea BatEl 4ns Lano Re�vy Sua 11r Aiqht Geft Adj �].o.r ' � -- -- pcphq -'Nidth Vehe t3rade Parkq Blqck Loc Turn 'lura Fact vphq • ssns��s��sa�s�as��aaa�asao��wwwMw�wrrrrr�e�snses�:�ssss�sser�a�asaR��ww■ N-tT�TS+R� 190D 1 1.300 .960 1.000 1.004 1.000 1.0 .885 .T57 2.00 1377. -------------�---�....»��..............--------------------��..........»,.......................».._.. __, 6- EiT .19Q0 ]. .967 .980 1.OD0 1.000 1.Q00 1.0 .926 1.QOa x.OD I468 6- ZH 190ff. 1 .967 .980 1.600 1.000 I.000 A.0 I.00U X.00a 7,.Q0 1801 • ------------------------��_��..........,�------------------�-------�..»........��..�»».._.... lf- T� 1900 1 .967 .980 1.000 1.000 1.A00 1.0 1.fl00 1.000 1.00 1801 1i- L'T 1900 1 .96y .980 1.p00 1.0�0 1.D00 1.0 i.000 .174 1.00 314 .950 Prot lTll ; � . y�� . t ' .S , i i S � 1 � I . 3 i ;� � , '� , i . � ' ' ' i � . � E - i� �- 50 Cl�arwatar 8�snh SrsEfic 8tudy Ha�den ar�d ��lfr�ew �xiNt,lnq weekand.Desiyn Vnlumer , 1iox�r,44/T�rcCvi L1.4j - HCx ewpplesental LT-Pecto� �torkahaet 09/25/97 21:43:52 Jlpproach Inputi/Galcul�tion H-I.T �-LT 8-LT M-LT R+MwM�*wr��aa=aia*sass��rs�err�raurrRS�Rww�swsrwwasssRRr+rrY�rrYr�rrryrsswM.tw C - Cycla Lanqth .OU00 .0000 .0000 55.0000 d - �ctaal Oreea Tine .4004 .0000 .OQOD 28.4727 y- 6flQCtiva Grean Tl,ne � .0000 .00OD .tlpDR 22.9727 qa - Opp. SEloctive (iraea Time .OqqO .OpOQ .6000 f9.9727 R- Hwaber oE Las��a .Oppp .00Op .0000 i.QQQO No - No, af Opp. L�nea {g-17) .0000 .ODflD .UOQO 1.0000 vLT - At3justed Lx Flox Rate .0000 .00flO .OD04 128.0000 pLT - Proportion af LT .0000 .0000 .D000 2.00d0 PL'To - Pxop. o! Qpp. LT (9-3.9) .OD00 .00OD .0�00 .ODOD vo - Adjustsd.Opp. i+low Rata .0006 .D000 .00OD 572.00D0 tL.� La�t Tine .�000 .0000 .044d 3.q000 _^��_��..----------..,,�........�........»..»_..�..�---------� = _.�---....»....»___...._......�..�..�� L7`C - Latt Turn� p9x CycIB .0000 6000 .0000 1.955fi valc - Qpp. P'lax /Gana /Cycle .0000 .0000 .00QO 8.7389 Rpo - Oppaoinq Plutaan Ratia .0000 .0000 .p00p 1.0000 q! - Pirst LT 8ffest. Green .000� .Q000 .0000 .0040 qr4 - Oppo�inQ pueua Satiio .Q000 .0000 .OU4d .6359 Qq - Opp. Quaue S�feat. Graen .ODOD .ODOD .O�DO 16.3157 �u - Unsatuxexted Effac�. GrBasi .0000 .0000 .0000 6.6570 f• - LT 8atur. Pac�ar {9-i7) .0000 .0000 .00OD ,5175 pL - @ropar�ion of LT (9-17) .OD00 .0000 .0�00 k.000D n- Hax. Opg. vahicles (9-28} ,000� .0400 .06Q0 8.1578 pTHa - Prop. T8 fn Opp. (9-28) .0000 .0000 .OQDO I.Q4Dp BI.1, - TI[ Equivnlent for L'f .0000 .DOflO .OD40 T.5140 S�� - Opp. TH fdquiv. (9-18) .0��0 .009Q .OQaO .0000 imin - I�Sfnfr¢um Value �or f[.T .00OD .0000 .DOQO .1741 f� - LT PactOr ior LT (9-17} .0000 .0000 .p000 .1741 fL� - L�' !►actor tor Lnne t3rn�sp .4000 .D000 � .0000 .1741 SIGHAL9{/TPJ�P]!C[Vi L1.d] - RCH Capgci.ty nnalyeie Workshont Ga,ne LY 1ldj 1ldj p2a++ Grean tana V/C Crit �° r Grpup Ph�ae P1ow St�ttl Rutia Ratio Graup Rnt1.o Lano c!� Hvts Typa Rate Ratw, v/a q/C Capac v/c Grp � _� �_ ..� vPh '�phq -- -- �h -- - ' w��w�ns�wssa�sns��aaa�aae�a=�s�s��a�a��:ns�esa»s��es�»ass■ , N-LT+TH�RT 404 1371 .292 .328 �50 .889 * r..�_��_»»....»..»..»....»..»...._��__�»..-----��---------------------......�,» 6- RT 489 1488 .329 .3fi3 540 .906 * �- TH 57Z 1801 .31B .363 654 .8T5 .._��..-�-�--°--------------------------------------------------�_� K- TK b28 1801 .3q9 .563 1414 .G19 W- LT Pri. 128 1711 .075 .145 249 .514 * 1f- L'T Sac. 0 314 .000 .438 131' .00D H- LT Tpt. 12a .563 380 .337 -----------------�------•.�,......__,�_......»..�.......,_..�_»..��..»��-^------- CyclQ Lenqth, C 55 sea Sua�(v/rj ■ .695 Lost Time pnr Cycle, L 9.0 Qec Xa � .831 � I I •'ti� i ��5ti ■- . .... ...�� .. ..... ..... .. ,. . . ,. . . . . m , i Ciaax+eat�r BQech 'frafiic Study Hendnn eaa a�lrv3aw Exiattaq Wgekend Aesiqn Volturus ' ,, iG1171f,94/TBl1PAC[V3 L3.4j - HCM Leval-at-Sarvice wqrkehQati R 1 09/26/97 Iis43:53 Ap i,etsse Vo1 {3reen [lnii Ue2ny 1.an• Cal Incr Lnnn Lnn pc Iiroup Rat�o� Rr�tio �elay YaCt Group Term pelay Craup Grp Appr 11ppr ch ltvte v/c q/C dI DP Capac n dZ Delay LOS Dalay LOS -- -- -- -- �ec/v -- vph - uec/v eec/v - eec/v - �s�ser+Nww�t�s�w��sswais��»��sa��a��a�ew��u��s��a��a��asr�e�»r��sr ?t-I,T+TS+EiT .8t39 .328 13.3 .85 450 16 13.47 24.8 C �_�__��......»»....»»..»..»....««»..............�........�....�.._......�..�_..____-_�_�__�___> 24.8 C H- RT .406 .363 12.b .05 540 16 13.43 2�.x C �- SS .875 .363 12.� .05 654 3,6 8.90 19.5 CF ....�....��°�°��-----�-�- �- ---- ------�------------------�--------> 21. G C W- TH .619 ,563 r6.1 �.BS iQ14 26 .84 6.0 e+ t�t� LT .337 .563 6.� .B5 3BD I6 .21 5.6 B+ _........_ ..................»....»....................»......»..�................_�..�.._......�............�_�___> 6.0 Ba L'yCl�� 55M ■��r�rraaas Tp� Tptel .��1 e��.es»a.�es.s��s��ra=as��a�:r�a��aisr��a�ti�e�) 36.9 C+ SIGNl1L94/TBAPAC�Vl LI.4] - FiL'�1 Supplemantal Uniform Da1ey Warkeheet Appr�ach Tnput/Calculet�on H-LT �-S,T S-I.T w-LT � �erwwrw�a��t�wa�pw�cw��ww�Rws�aw�.s�wwwts[awv�r�ssa�w��s�wwasaa��sswwas�a��n:ss v -�7�jueka8 r.r noiw.e .a000 - .0000 .aooa izs.a000 . X - v/c Itntiio .0000 .040Q .00OD .3368 q' - Prinrary „av. Hf!`act. Green .OQ00 .D000 .OflOd 8.6000 • qq - Opp. Quau� 6lfecx, Rreen .4000 .qQOQ .0404 16.3157 , yu � Un+taturated eifect. Grean .00DO .OdOD .D004 6.6570 r - Rad �ins .OD00 .d006 .00UO 24.0273 qa - llrrival Rate .0000 .0000 ,0040 .D356 � �p - Arimery BntElow Rat� .0000 .oaoa .00OD .475� ss - Sacondary Sst�low Rata .00OU .OQOD . .0004 .3005 ....�-�---------- °---°-----�------�-----------------------------°------------- Xpern - Par�iCted v/c Ratio .00OQ .0000 .QtiOD .�q93 �', Xprot » Protacted v/c Ratio .OD00 .OdQD .DDOD .2496 , Cana � v/a Caae Muasbar .0000 .00dO .D000 1.0000 '�`'` - �ueua et Beq. Gr�an Arrqr .OQ00 .ODDd .00OD .B543 �- Queue at Baq. Vnadt. Grn. .0000 .0000 .0�04 .5801 `-�r - Reeidual puoue . .0000 .04Q0 .OpOQ .0000. ,� dl - tJnilnrm nelay ,0000 .00Qb .0000 6.3973 i_____,_..____......__.._..______________________________..___..____.._..____....___.._.__...._ � � _ i � 1 � 1' f ! � � ��{ ...�_ il.ni.S F �v�:a.�..�`..,-,., ... . . i � . � ' -.. . . ..i � . . ' . .� .. . . ... .. . . . ..r'. � . . i'. . , �� :� . } ' '� � z � � . r� ' . : , -:�.:�.�.��_ HC9: LJn�Lqnnliced Intoreaction� Relaa�a 2,1d htAHD68P1,HC0 Paqe 1 ■�s��r�t��w��sr��rrwwwa.wfwwM�tr�RrrMrsasr��s��rtww..=eww■ Centar Ppr Hitracomputera in Tranrrnrtatipn Univars�ty of Flarida 5a2 W�il Hall R�inesrille, �L 32621�2083 Pht (904) 392-0378 ■=��AxswR��s��s�as��e�ar�s�w=x��awwww�s�w�sswrwwwMResww»aw��s��a• Btreets: {H-9) Ke�daley �veaue (g-w) Eny Eeplannda MBjp� Street Directian.... NS Lqnq�h of T��o AnalyzQ$... 60 �oin) Ana1y■t ..... ............. bcj Date of l�nalynie..,....... 9/22/97 �kher Infoe�atiqn.,.......8xistinQ Meekday ncafQn VoEumu� '!wo-way $tap-controlled TntersectiiaR xx��s�sess��Mwwaswwwaaas��=��err�r�s�r�rer��s�rs�rn��r�r��rrri�er�a� � Hoxthbound �.Southhound � 8aatbaund � Yteetbaun8 � L T R � L T R � L T R f L T R I�--- --�- ----1---- _...... __....�_..»_ ____ .._....��.._- __ xo. �.�a■ � o > z < o � o > i < o � o >Mi��<�o StoD/Xield � 0 > 2 < p N' N� J Yolumae � 5d 475 45) 5 485 20� 30 5 40) 5D 7.0 5 pHY � .9 .9 .9r .9 .9 .9! .9 .9 .9) .9 .9 .4 Grade , � fl � 0 � 4 � 0 SU/RV�s�(�)I ! 1 1 Cv'a {i) I ! I ! rcg�■ �i.ao ti.io �i.io i.io �.io�x.ia i.io i.ia Adjuatment FnctaXs Vehicle Critical Mnriguver Gap (ty) --�..�,.....�.._.....,»..�_....�......�--�------------------------ Left Turn Major Ro�d 5.50 Riqhti Tux'n l4inpx Ro�d 5.50 • Thrauqh Traffic Minor Road 6.50 Lait Turn Hinar Road 7.00 t ��5� Po1lox-up Tfine (tf) ---2.10--- 2.60 3.30 3.40 u e � NCS: VnslQnsli=ad IntaraectLans Relae�e 2.1d t4AHDe$p1.HC0 Pay� � � as��wMwww�a��s��r�aNrwwM�w��w��s�wrrr��s�ra��aa�s�t��r�r�aa�� . ilork�heat Eor TWSC Inter�ecttaa -_.,�...,........_.._..��_�___°�..�,.........�..�_.............._....___________ �tap li RT [ran !ltnor Btiraat MB Ld � �--�--------�..............-�-�--------------------------��--- � � CnaPllntfRy rlrnr�= (vph) 289 2a0 .,, Fotential Cepsa�ty; (pcph) 98fl 949 ' Mov�amarit Cepaaity: (pcphj 988 999 i'rab. at Queua-Pree Sta�tes 0.99 0.95 , ' ..rr��w..�r..r�rr��r� �� 8top 2: GT �xaa ftajar 8treet ' 88 HB 1 ---�...... ��--------- -- ..�..��---.._��..�..�..____»»..�....�..�» " � Conflictfny �loxs:.(vpb) 578 551 Patantia2 Capacity:�(pcph) 839 857 , Movaw�ent Capncity: {pcpt�} 639 � 857. � Prob. o! Q►spue-praa Stete: 0,99 0.43 7'H 8atura,tlon Plor� itate: (paphpl) 3Ap0 3d00 �- RT 8aturatioR Flox Rates (pcphpl) 170D 1706 Najor L'� $harnd Lane Frob. i. , nt Queua-Proa Btate: G.49 0.91 _�........� ................W..�___________________.,_,��_,.,�_�__,_..__, � 8tap 3: �'H lrpm Hinor Street ue 6B ��---°-----°---,....... �-------------------------°------- Coaliictiag plows: (vph) � 1176 1l90 ' Fat�atial Cngacity: (pcph) � 22� 226 ' Capt►city lldjustmnat pactor • . dtia to Iwpedin� Haveuent■ p.9p p,g0 ltovemen� Capacity; (pcph) 2fl2 f99 •, Prab, of Queuo-Frae Stata; 0.94 0.96 1. � . ��wNwrw�r�w��..��r�� Step 4: LT fron itl.nor 6trnet ws EB � ..�--------------------....»�-----------�------------------ � Conflictinq 81cws: (vph) 1157 i146 �. � Potential Cnpnc�ty: (pcgh) 193 196 . ltaja�C LT, 1Si,nor TH ' Impadanca Factar: 0.8� �.85 2Wjuated Impedence Y�ctor: 0.90 0.88 , j Cag�city ]ldjustment Pactor ,}' du� ta ImpadinQ �4ovement■ 0.86 D.SS • . tSovemank Capapity: (pcph� 155 172 • "'h �r�'� � . � T��$y , ^!M�akMVW.wYJ'��MI«.�n t . ` � . •.. ... • � � ' ' . .11�... . it..l'�.. .... ..��.r .. i� .• . , . .-. •.. . w...4.. ...... �.. . . � � �: � � .t,. . .� �., . � . . . . . . HCBs Unaiqnalisod Intorsaatian■ R�leaua 2.id MI►NDE9PI.FICO Paqa 3 ' ■�r��rrw�MtirMwM�wurMwMww�wrw�ra��arri�*wwwfwwwsRtsswwws�wwwwskw*wsrs• � Intorsectlan pqcfpr�nce 8u�wary Avq. 95� ' � ' llox tSava 8h�red Totsl Queue Approaah Rat� Cap Cap �el�y Longth LOS paluy '. �, �lovemont (pcph) (pcph) (pcph)(a8c/v�h) (veh) (ana/veh) 68r-L--- ---12� ..,17�..'_......»� ....��--- ------- -`--- ------�-- . EB T 7 I98 > 437 9.? 0.6 tl 9.7 ' , �e A 4B 994 > � � WB L 62 ib5 > 4�0 T 12 2D2 � 193 85.1 2.4 � 35.1 . . ti18 R 7 98B > • �. xH �, � 6z e57 a.5 o.t �► o.a 88 L' 7 834 4.3 0.0 A 0.Q � Intarsecti�n dnlay ■ 2.6 sac/vah i '� , .� � � .', � ' ' . ,� � ' .. 4 � . . . " • . . . . . . { � � ' . . '. � I . . - ' l � � � • r ' � . . ( ' 4 � . � . . 1 � , . ,� . . �. , ' i , � � � . ; � � •, � - . � ` . i. "'�'� � � : ' �� ' ' ' , . . �k ` . � . • � . �'�� , ; . , , . � �.. .wb�.u..a�..�.... r. __.r..........-.. ...'.' ... . ..�...�.s....:.f •.. •.N. . . . .. > .e.. . �,�.., .. . �,��,�..r� 13C8: tJnti�naltxed InCar�eCtinn: Hnlesao l.Id MNHD�SP2,ItCD Psqs 1 ■�taru��r+��aa�s�s�w��a�u��sM��rrr��w�wMMr�s��at�ss»��s� »�+K Cantax Par �1lorqCOaputari Yn 7ranspartt�ktan Vniversity of Tlorida 517 1te11 Ile11 , (ieinesviile, t►L 37G11-20�3 Ph: (904) 392-0378 aas�sAr�M�sewr��r��ss��s��ww�r��awRKwwMMrr�rM�Mwwrfs�K Btrant�: (H-S) f4euidelay 1lvenua (�-M} Sey Ceplaned� Hejar Sxreet Diroa�ion.... HS L�ngth o[ T�de �►s�elraed... 60 (a!a) ]4nalyst ................... bej Aate of 11na1ysia.......... 9/22/97 Othar In[ox'aa,tian.........6xisCinQ waekand I)esiqn Voiumns Tsro-wsy 6top-controxlad intersecCion s��a=sss��ss��aa��tis��swww�eKwt�s��rrsa�s�a��ww�aM.��rrr�aaa�rr��aa�a■ J Narthbotu�d � Sauthbound � Bastbound ; lie:tbound j L 1' A � I. T R � L T R � L T R Ko. Lanen j or >Wx��q'-��--�-Z--�-o--i-o-_�_i_-�-D--;-o--�-i--�-o-- 8top/Yield j N� N� � Volumae j 7Q 42S 65� 5 445 20� 10 5 60� 90 10 5 PHF � .9 .9 .9) .9 .9 .9� .9 .9 .9� .9 .9 .9 Grado • ` 0 I 0 � � I 4 � �'eV(�)i�}I I � R pce�r �i.io �i.io fi.io i.ia x.xo{z.fa �.io x.iq )ldjust�nnnt PaCtorr ' HehfCla Cxi�ical i[annuvssx (iap (tq} Left Turn HajarrRaad^-^-----------------5.50 ~»�~~~~_ RiQht Turn Htnnr Rpad 5.50 Throuqh trrif�ia Hinor Road 6.50 tu�t Turn Minor Rosd 7.40 � . . ../ .i � 1 ' - , + ' . . 1 v '� ' 4 � . � i�� i t , � ' . � � . ww :.�'i,='r�r:..�t:, .r ... .. . . . .. .... � . . ..., Pollox-up Tin� (tf} z. io--- 2.fi0 3.30 3.90 ��7W ! � i � � ! HC8: Un�iqnalixad Tntessectians Aalaasa Z.ld t�11Nq�SP2.liC0 Aaga 2 wrw��=a�s�sa��sss��sMM�tsrrarsi��sr�»�sRR��s�s�tw.rNwt�w�swsaa ' ltork�heat tar TWSC Interaaction � Steprlo Eit�troA Hiaar 8treet ^w----------5:8°r�_rr_~^_Se � �, � Conflictinq Plnva:W(aPhj----------.�+�_-27xr~~w-�-=--Z5B Fatas�tial C�peclty: (peph} 1408 1025 ' Kovaa�nt Capecity; (pcph) 16D9 1Q25 • ., ProS: af pueue-pree 8t�ta: 0.99 , 0.93 -------'------,.........._��.._��--�--......»..,»»__��»� �---------- Siop 2: 4T frnm Major 9kreet 88 HB ' Cort�ltctinQrFloxs:-(vph}----------------544 r_-__�---526 Potantie3. Cagncity: (pCph} 9T5 906 ` , lSavemestit Capacfty: (pcph) i375 904 � prob, af Quaue-Pr�e Btete: U.99 p.91 tH Saturation [+lor Rate: (pcpt�pl) 3400 3400 RT Saturation Flow Rete: (pcpk�pl) 1700 170Q � lldjpx LT &harB3 Lana prob. . � o� Queue-Prae Stata: 0.99 O.BB � ��--�-�-�---�-----------------�-------------------------- � SLaP 3: T1i � iro�r li�nox Btxeot WS 68 . . ......� .............._........��__�______�__________��____�__..�_��___� Coaflictinq Plo+ra: (vph} � 1108 1133 � � fntantiml Cspnaity: (peph) 245 23T � � Cspacity 1ldjuet�ant Factor due to Impadiny Movement� . q,89 O.BB � Movwren� Capncitq: (pcph) 215 708 . .. Frob. oi puaue-Frea Btate: 0.94 0.97 -------�..�....��..----�------------------------------------ ' Btep �: L7 iroa� Hinpr $tre4t 1tB EB •� Conflictinq^Plowe:�(vph)rr__r��r�r»»��1090r_~»~��-�lOb7 � .. Potenti4l Capaci�Y: SP�Phj 213 22D ' . . Hejor LT. Minar TH , Ympedanca Paatar: 0.85 0.83 , Adjusted Impedance Pactor: 0.88 fl.87 . ' Capecity Adjuet�ent Pactor due tts Impacflnp Hnvemente 0.82 D.86 tSoven�snt Capac�ty: (pcph) 174 1B9 � -..�.� � . . � , i � . � .� � . , ; � , i 1 i , ` ' , J� ' , . { 1 � . { � � � w �+ p . �� r I � =i „ , ' � . 3 IYy .. � . . .. . ,. . ' HC$: tlnslqnalixed Iritoroactian� Release 2.1d H7IHDQSP2.HC6 Paqe 3 aa��rwaieNwwM�wwwwMrrNwss�sas�a�A�e��a�rr�r�s�a�s»awR�Mtww**wwaaar��s�� • Intor�ectipn Frrior�restc� 8umary . � 1►vq. 95# • Plow Novo Shared Tqxal pueuo Jlpproech ,� ReLa Cap Cpp bulay Lanqth L03 Uslny lSovemeat (pCgh) (pa�h) (pcph)(sac/veh� (vqh) (sec/vah) ...._��_ _�____ ______ _.,,....... ...._»..__ ,.,,..»».... �____ ______.._., � !8 L 12 189 > �� sa T 7 209 > 5�4 7.9 0.7 0 7.4 , E8 R 7� 1D25 > IQ8 L 98 174 > '. �fH T 12 115 > 187 50.0 4.5 F 50.0 . � � R 7 1008 > , '. NB 1, 86 906 �'4.4 0.3 A 0.5 `" SB i, 7 875 4.i 0«0 A D.0 •• xntersection Onlay � 4.7 eac/veh .:�• . S 1. . /.f � . . .. . . . � . . .. . _ . � 1� , � • • .ti . � .' . ' . . 1 1 �i� I .� . , i . r , � � '' . � . , " . i , � �; ' � ' • ' � I' } I. '; . . � . . . . ' . . } _ � �' . . � i . � �� ; . � ,� ' . . . � ' � , ��5� � � .,.. �.. . � � � � .. . . :;��_...�,,.�.,.}... . ._ .... . 0 m I ..� 3 � �`. . ` HCS: Un�lgnalised 2ntaraectian� fieiqase 2.1d AOINBAY3.1[CO pagQ•1 . se��srwwwa�a�w�www�aa��asttir» us��a�:wrrr��u��s��a�as��rt� � Centar �pr llicrocoaputere In Trensportation Univar4ltY a[ Flvrida 512 41�11 iiall (3sinesvilla, PL 3x611-x�B3 '. Phs (4Di) 397-03?8 • .'. � ts��a��wwrrt�aass��ss�tas=�tr�a�as�»asie��sa»wswswwwwwsw�r�Kw.�aMRwws B�rnets: (1i-B) Pain�att3,N Bt. (B-Ll) 8nyaont St. Hajar 8tr�et Dlrectinn.... 6Y1 -. Lanqth nf Tir� 1lnalysed.., 60 (�in) ]lnalyat.. ... .......... bej �ate of llnalyais.......... 4/22/97 i� :'. Ot�er InCo�ra►ation.........6zistiaq Meakday De�iyn Volu+aBe • . Trro-way 8tpp-controlled Intareection � s�4w�s�s��aa�a��n�Mrrsrrwrrr�rr��rxrrr�rrserrsa»a��a�sss��ss�ass�a � ��aetbaur►d Weetbaund � Horthbouad � Sauthhound ' � t T R � L T R I� T R � L 'C p ' � --».. ....�_ _��.. � ..�.... _��.. ...._» � »...... ..--- ---- � ---- ---- ---- Ho. Lt�aea ( 0 1 < 0 � 0> 1 0 � 0 y 1 < 0 � 0 0 0 $top/Yield � H� N� � � Volum�s � 15 40� 5 55 � 85 0 5j :;i.. PHF ' �' .9 .91 .9 .9 I .9 .9 .9� arada � � 4 � � I � a J ..� HC�s (;) I I I 1 . .. su/ttv's (�)1 I I 1 � cv�s {t� i I I i PCL" s � �1.10 �1.30 1.1R I.ip) t: :. ,� ' i 'Y I.� , , 'lldjuetaent Pectore .Vehicla Critical ' FIt►neuvar - Gap (Yq) t�ei� Turn I{�jor [ioad^^ '__�_.,..,.,._......_„-5.00�__..�_ Riyht 'Turn Kinor Road 5.50 ThrouQh Traffia lSinar Raad 6.A4 LQ�t Turn Mi.s►ar Raad • 6.5D ...r.. � . . . ' i R � � wi 1 Pallox-up 'iia$ (tf} 2.Sp--- 2.6D 3.30 3.40 �� HCB: Um iqs�alisad I�tornnc�ions �aloaae 2.1d PQIHaAY1.HC4 Paq� 2 s�s�q�r�swsKw�w�www�wy�wwsaw��sa��s��wwwrrrr�» »a�a��aa�ass��r*M■ Workshoot for �wBC Intereactian ____,�___»__.__�___«____�_��___________�w��»_�_�______ Step i: RT fro� Ninar 8txa�ti N� 8B ConElictinq F1DxR:^(vph)��r��»��^_�,3�_____________ Potentinl Capacitys.(pCph) 1323 - Kovesent Cepnctty: (ncph) I323 Proh. o! Queua-Frae Stnt�: 0.99 ��_W�----�----------------��,-------------•-------------- , Stap 2: LT froe Nejor Stront wp E9 ConfllcttaQrPlrnia:ylvPh)----�------------6i--�_r_r�~�___ Patentiei C�pacity: (pcph) 16�3 Mave�ent Cnpacity: (p�ph) 1603 Prob. of Queua-Pree St�te: 1.aD TH Ssturntin� Flox Rnte: (pcphply i700 , hT Baturation plow Rates (pcphpi) tiajor L7' 8hared Lane prab. of �ueua-8xas State: i.60 8tepw9: Tit fromwMinnz~8tre�t��~r»_~_~r~~~HB»r~�~»�»»w^s9 , -------------------------------------------------------- Conflictinq Ftowa: (vph) I66 � Patentiai Caga�ity: (pcph) 960 Cepecl.ty Ad�uetmenC Factor ` due to Iapeding lSove.ment■ I.00 liovenent Cag�city: (paph) 956 Prob. oE Quaus-t�ree 8�sta: I.Oq »..........»� ............................M........w____��.._ �__________..__�..__..� Step 4: GT fro�+ Hinar Strest NB Se Con£lictinq Plaxa: (,rphj---------------~I06 ~r_�~_^_---- �otentinl'Capacity: (pcph) 919 Major LT, Kinnr Tti Impodanca Factor: 1.00 Adjuated Iapedance Pactvr: ' i.00 Capeaity 11d�u4taaent Pactor due, ta �mped�nq ltavesassts k.OD lSovemeat Cepeeily: (pcphj 915 �•,.�..,u.��..+..:, ..__.u�______°_. l � �uo i , = �� ftCBs Unsiqnalisod Intersectianr Relaasa 2.1d POINaAYi.}iC0 �aqe � .. . �t�sKww�as��ss�R�w��a��ws�ssas��wwKwMr u��a��a��assa��»��f�ar �� laternection Porfaruanca Su�annry � '. � 11vq. 95! ';.� Plow � tiove Sharod Total Quduo ApDranch 'Rate Cap Cap Dalay Lanqth L08 Qalny .. tiovaaent (pcph) (peph) (pcpt►)(eua/veh) (veh) (aec/vah) � ---,_�..^ �_��.._ _....___ -__...... _�....--- ------� ----- --�_��y�� • NE L 103 915 > .. �� Mg T . � 956 > 933 4.4 0.4 A ,4.4 tfB R 7 1323 > ,�.:: . . . 11H L 7 16Q3 2.3 O.D A 0.2 Intareect�on apiey • 2.D sac/voh : �. . i'.. • • ' � ' •. . . . , ' . �• i . ' ' '; .�. . r.� .� � � � � ' . . .,��;' , • . - . . .i' .' . ' � . � ' ' . . ' . . ,s' .� , . . , . . ' i�F'� . . . . � • ' . . . . � . �A, . � . . . ' . . . �s, ' . " . . ' . • ' , . ' :�i • , . . . , � ' . ' . . • . � . ii.. � ' . , - . . . . � ' � l , . r. � . . ' . . � ' � . � ' •—�. . e ' F . . . . ...� . .Y. �' • ,: `i ' " . ' . ' �, . � , ' � , • . , r . �: . 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Q � 0 > i < D � 0 0 0 Stop/1riQld � N� HI I Voltsn�a i Y9 49 � .9 59 � �4 .9 .4 � I�Rf► Greda � 0 j 0 I Q I . l I } jl.ip HC�s (t) I su�av�. t�)I cv'. (#1 I PCg's � 1 � t Y .� �1 i I i I i.io x.io �..xo� lldjust�ant Faatora Vnhic7.a Critical pollox-up Iian�nver Gnp (tiq) Tiwe {tf) �-�--��------�-----�_..��..------�..»�..�..........�»»»__......--------------- Laft Turn Hajar Road 5.0� 2.14 Rtqht Turn l4lnor Aoa3 5.50 2.60 Throuqh '�raific Hinor Raad � 6.00 3.30 4�ft'Tutn MinD1C RDed 6.50 3.40 �r�� .. .. . ... .. ....�...-. . . . „•:. . , r .... . . - � . � � . ', ' . _., . . a HCB: tln�iqneli:ed Intarsactione ftolease 2.id pOIHBAY2.tiC0 Papo 2 ' ■�w��xwM�t[wMMwwwwa�f�f�wwia��w��a��rra��»��sw�s�R��»wwwwwR�r»■ work�hest tar T1JSC Interaaction �' .._„_.,,,.._.._..___..__.._....__........_�..._��......_..�__�_________�_.._ Stap is �ix fzo�► tiinor Btreot He SB �ConElictiaQ i►lowa: {vphj��ww�^_�^�-------39---�rr��~^��^ , Potontial Capacitys (pcph� 1323 Movn��nt Capacity: (pcph) 1323 proh. ot Qc�euo�Frea Stata: 0.99 - . � "siep 2:_i.T_lro� M�inx_Btx:nti-�-------�---�--_____......_Eg . _....�.,_»..__............��W.._��____�___....�..»»........,��_________ Canil3ctiny I�loxs: (vph) 61 � Pntes►tiel Cepecity: {peph) 1603 ' ,' t4avemcnt Capacity: (pcph) 1603 � Prqb, of S�eue-Free St�ta: 1.00 � �H 8at�ra�lGn P1uw.Rnta: (�cphpl) 17QQ „ RT 8eturation Plox rinta: (pcphpl) ..' Hajar LT Sharcd Lnno Prob. • o! Quauo-Free Steta: 1.00 . _.,�_...._,____'��,.......,_..�,.�_........,.»_.,..�____________________ • 8t�p 3: TFi � fron �iinor Sxrae� !iB SB t" . . - -----�-----°-------------------------------------°�....� � Conllictinq Flows: (vph) if}6 PatBntial Capacity: (gcph) 960 Cnpaci.ty �ldjuet�ent Fer.tor ,',� ,� dua ta Itnpndtttg lSovnnant6 1.QO . � Movenent Capncity: (pcph} 956 � Prob. of queus-Frea 8ta,te: 3,.U0 � ��,,,..------------------�,.�,....�_..,-^--^----------------- �•� • Step 4: LT iroa Minor 8treeL !i0 SB --------------------------------------------�--------�-- ConElictinq Ylows: (vph} !Q6 �� Potantlal Capacity: (pcph} 919 ,.. ltu�ar LT. l�inor TR I�padastCe FeCtor: I . p0 lldjueted,iapedence pactor: I.Oo Capacity J18juataant factor dua to Inpedin� Hov�aents 1.00 ' �� liov�aent Cepacity: (pcph) 915 . I , $�{� r� 0 i IiC$: Une ��a��r i � : r''- iiOY�fl6ti �--L�-- • ]iP T ' H� R , • NFi L � � . • �. � I e .� .� , . , ' .� . ' , i , .� . � , ...anwaw.s:i. >...��. u. 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I q q o� o s< o i o a o i o o i Stpp/Yia7.d � !1 � H j f Yoluwea � � 1355 95j J , 40 Pti� � � . 9 . 9� j . 9 t3rnda I I D 1 I U NC's (*) eU/sv�s {�) : c:V' e { � ) - PCI�'s � 1.10 Adjust.mDnt Factore . , vatticie Critical Follax-up Maneuver Gap (eq) '.iae {t,f} ' Laft 7urn�liajorrRoad�..�»....��»..�................5.5Q..r..�..�_.._..�..�....2.30�^_ . Aiqht Turn Klnor Road 5.5q 2.bq ,� 7hrou¢h Tra�f�ic liinor Romd 6.50 3.30 . Latt Turn Minpr Rqad 7.OD 3.4D ��I� .... �. � ■,. . . � �� 0 � f .�� • . . ' , r . . HC3: tJneiqnalixad Iatersqctions Relearn �.id LASTPIR1.tiC0� PaQe Z . ' ts��ssta��a��t�a��sas��a�arKrrsrr��wrNrav�aa��aw�aMrN�wKK�Mtw�wwiwse�• i ' . Workel�ast !ar TMi3C int�rsactlan B�pp 1-rRT+froa Minor Straatw��__�.,...._„_M�____._�........SS : ,.� ..��__��.._..».._..��..��..��-�------�----------�_..�..w..�..---�- . Confli,ctinq Ploust (vph) 430 , •.< Potantial Capa�city: (pcph) B38 F�nv�aent Capecitiy: (paph] B38 � prnh. of Queue-8raa St4ta: 0,94 ' ' Intera�ction Parforaanea 8usa�xy ' Avq. 45� . Plor Hove Sharad Totdl Queue 7lpprq�c4t �• � � Reste Cnp Cag flalex Lenqth LOS Desley � . tioveiunnt �pCDh) (pcph) {pGph)(bna/vehj (vah) (sac/valt) ' • i. ....�......-- ------ ------ ------ ------^ ------- ----- -�---4.6 . 68 R 48 83B �.5 0.6 A , � . Tnteraectiap Deley = Q.1 aec/veh . : . � �4 . i � . . . ' . . i ' � � . " f ' , ' . , ' . . . . , �. ' , . � . . . . . . . 't . .. . . . . ' .{� . ' . . ' . � . � � � ' � . ' , . ,.,�� • , .. ,' ' . . , s, � ' � � ' � � � ' � . :a. . ' � . . . . `t � . ' . , ' � ' ' ' . . . . 1: ..�� = � � . . . . , ' � I ••� , , . ' ' e . . . . . . , . . . . � . . � . . i .. • f. ' ' ' . . ' . , t . . � . ` . 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L� tnn�h ot �ir�a 7lnalyx�d... 5D (�in) ' l�nalyst ................... bnj Data af Ana2ysis.......... 9/22/97 Other Infarwtion.........6xi�tinq MTeekdnd aeeiqn Volumes Txo-way Btop-contrdi2ed In�or�ppt�on . . ' ■��ww��sR��s��=�a.a�s�srRtr+eNwww�a�ass�ss��essssss��s�wwwwww�wa�w*��wn■ - � � 8a�thound � west6aund � Norkhbound � Bouthbound � : � L T R � L T R j L T R � L T A • � ....�_ �_�_ ____ � ____ ....».. .._.... � ........ ....�.. „T� � ��,_ ..� • , ' Ho. �,an*• � 0 0 0 � 0 4< 4 I Q Q p � � -0_R »1 .. Stap/ltiald I H I N j I _, ' �o�ltmea i i 1459 49 � I ?9 . . . �d��(�) I I � # I � f SU/RY'a I�)I I I I •! �'� (�) I I ! I ",.;.. PC8's I I I I 1.1D 1ldjust�ent Pentnra . � Vehicl� Critical Fn1lax-up . Mnaeuv4r Gag (tq� Tima {tif) . . ........��.._��....�-----°�..-----------, �........»»......»»»»....w........,......�..» �..�� es: Laft 7urn Hajor Aoad 5.50 . ' 2.1� Eilqht Tuxn liinor Raad � 5.54 2.60 Throuyh Treffic lfinor Road 6.50 3.30 Lait Turn Minoc Road 7.00 3.40 �� • `� . ;' f i � � . � , � ' i . � t � . ! 1 .ia � � S� .' � m � R r��.� � � . ' ., t � ' . . . , . IlCBs Unsiqnalised intarsactl,onr Aale+�ae 2.id R715T�'ITt2.HCp �aqe 2 , � ��t�rwns�wwtwta��sM��+Mf��wwwar�ewwwwwwMSSaraa��wwwt*t*uwy��a�»��f��t�aa�rw ilorks3►oati far 'iw18C Int�rsration ,� St�p 1:rRT+traa Hiriar�lltr�et "«�_��~----1f�--.r»r�w��SS _..------�---�........�'..-----��---------��__�_�..------�--- .. `� CnnElictia� YTaxs: (vph) g39 '�J Pot�ntial Capacity: (pcph) 8�9 . HovaKant C�paclty: (pcph) ' 1Prab. oi (�ueua-Prea 8tate: 0.96 ' Interaection periormanco 8wps�ary ' Avg. 95t Plar Move Shared Totn1 Queuv llpproach riatn Cap Cap neipy 1.enQth T.08 Delay , lWvwaant (pcph� {pcph) (pcph)(aee/vah) (veh) (aec/veh) � � ..�,..,....._ ,»»--- ............ ..��--- ..,»....-- ------� ----- ......��.... _ . . 4.5 BS R 31 839 4.5 0,0 A . . ,. . . . Yntnre�ction Delay � O,I aec/veh , ;. ,. . ... �` ;_ . . . ° � . � � •,� � � .� � . , . , �r . . ' . ; • � ' � � �� , • � . , . � ' , � '. ' � � � • ' . , ��, � � • . , , � :�, , , , f. � . � , . t . •� , . .. ' . t. � . ' . . . . i� . . � � ' � . . i, ! . . . . � . !'� r ^�� . .n,,.a��;ti�va�� ,,. ..w ., . . , ... , .. . . ,.. d. . ... , ., . . .. ..e .._�,., .. . . .., . � , , .... ..t.,.,..,. , . .. . _ , � ,.,.. m 1tCB: Unaiqnaxisad Intsraac�ion■ Ruleaes 2.1d FflING1U].HCO Aaqa 2 ��sAN��r�ywK��w��a�ws��a��i�.�rrussarr��Mw�a.wws�wrra��www�t 1larkatsaet ipr 'PWSC Xnteraactldn Stop+1:^i�T iro� [iinor 8trant ------^�w�'-Ne+«w------~r98 '� Canllictiny�slows:rivph)_w��_w�_»»------525^-------^ »�_ [�atential Cepecity: tpcphj T59 . � Mavwaan� Cspt�eiLy: (�sc�sh) 759 prab. ol Quous-Brea Stats: 0.95 ---....�,.....«......��_..�........w....�--------------......-------- - • St�p x: �.T �rDn Hxjo�r Streot WR EB � Confiiatinq Pio+ess (vph)----------^--~�----�_~��~»��__� Potential CapacS,ty: (pcph) 1�14 �Iovm�ennt Cbpacity: (pcph) 1T14 , Prab. of Qunue-prea Stata: D.97 Stap�3:�TH lrow�Minnr 8treet�-+°-_._____NS..........�---�--BB - COnl��C�1t3y F�CMRS {vphj •,�_»»••��»-----1594^^^------7.633 �ntnntial Capecity: {pCph) 127 �2I Capanity �►djus�xanti Pectox . ' dua to I�edinQ Movnasnta 0.9T A.97 ;, . , Havawnn� Capacity: (pcph) 123 117 Arob, a! Quatse-Prao 8tete: Q.61 O.b9 ittep 4:'LT �FDR Hinpr Stxantr�r__r^-----^N8 r��»»»r»^-&B Coafl�cttaq 1*lo+MS:ri�►Phi t_..��_..��---------^--------�616 . ' . Potas�tlal Capacity: (pcph) 98 • !lajor LT, Ninor ?t� Impadaraca Rnato�r: Q.59 � ],djustad i�pednnca t►aatar: 4.58 • Capaaity 1ldjuatment Factor du� to Inpcdinq Haveiesnts 0.65 tiovameat Cepncity: {pCph) 63 „ , Fnter�ection Perfarannce �umnnry A�►4• 45; . Flox �fave Shared Totnl �ueue llpproech � Raita Cap Cap risley� Length Lqs Oelay ° -� Havemant (P�Ph) IP�Ph1 iP�PhiiseC/veh)_{vehj- ----- (eaa/veh} '�--'` � H8 'C 48 lx3 > 33.1 ' HH H 36 7S9 �?92 33.1 x.4 E �,8 L 213 63 > 5B +� 91.4 Y SB T 35 ].27 > * EB L 5S 1Tl4 2.2 0.� A 0.1 intereact�on pelay � 578.9 aec/veh * Thts calculatad value wa�s qrentar then 444.4. . . } � �.�•�.�rY.«,: �..... . � � � v. �� r RCB: va�iqnali:ed Interaections Holaasa 2�1d POIHCAU2.HC0 Yaqa 1 � wwMrKwMw��a��t��awwwwwseR��w��weR»w��xKr�s�a�sw��wY�ws�r�»�w=�a��s � � ' Cdntar Par Nicroco�putors Ia Trenepoxtatxpn � un�varsity o[ �forida � � 51Z Weil Ke11 � Oainesrix2e, TG 32511-x083 Ph: (944) 342-D376 � wrMr��r��s»ssra��n��ww*r�r�a��saaatase�rs��rr�rs■ 8tra�t�: (K-8) pc�na��tia St. (B-M� Ceuaeriay axvd. @tsjor Street niractivn.... �M Ganpth of 7i�e llnaly:ad... 6Q (nin) ... Malpwt ................... bcj natw ai Jlnslysis.......... 9/22/97 �:.�. , Ott�or Taformation.........EYistinq Wnekand Clceeiqn Volumea . , 'ri�o-xay 8top-cnntra�led Ir►tereectian •yM��ruaa�aw:�w��tss�wwrsww��a�=�sswwww��isrtiraaarst�+�aa�ses��s�ssssaa � � . � Beattsa�snd J Maatbound � Hortt,�auna I sowtt,�ouna . . . I t, r R{ r. T � I L T x � r. r R � �� i _-__ ......_ ...._� i _-__ ........ ---- i ---- ---- ---- t ---- ---- ---- ,. No. Laraaa � 1 3 1 j 0 0 0 � 0 1 < 0 � 0>], 0 $top/Y#eld � N} fl� � . Valumas � 45 1585 13� � 25 43� 120 25 � PI[Y � . 9 . 9 . 9 j � . 9 . 9 � . 9 . 9 areda � o � � o � o ' l�IC' s t*) I I I I . . su/RV�a (�)1 I I I � ,' �Cg��t�) ��1,10 j j �1.X0 1.1Oj1.lo l.ip , . adjustwent Peataxs Vahicle Critical Follox-up llanauver G�p (tqj Tine (tf) ........�..».._...»....»»»...... M�,.........»�_�..»..,--^-----------------------°� �-- ' Gaft T�s�Ctti ttx j ot' Road 5.50 2.10 � .. , Riqht Turn lSxnor Rnr�d 5.50 2.66 .. Throuqh TraLiiC lfinor Road 6.50 3.30 , ,- Lalt Turn Hiaor Roed 7.00 3.�0 , � . � i : i : . : . ! . • � . s , t . , `►J , 1 ' 3 � � 1 . $ � • I "�r'ti��Q19ASn��Ya�iMbY.r_..�.' . .. .. .�.. �.� .I.. .. ... �.r..�� . ... v .� . � r �. �� . � { �_ P � � . HC$; unsipnelis�d Inlar�ecttons Rolaase 2.1d ROINC�U2.NC0 Pb�o x ■��asssr��A�arrrrrra�Fw��x»��»��wwrrr�u��saaa�»tr��rrrrr■ � Warkaheet for '1'HSC Intier�actinn ��_�____�,��_��R��_��_________��»�,.___ Stop 1: RT frq� Ninar Strnot HB 88 Canflictiinq Qlox�t (vphj w'___________��587__�______�___ Pol�tial Capecityt (pcph� 69B tiavara�nt Capecl�tys (pcpha 69B QKnb. o! Queua-Preg Btnts; Q.92 Btap�2��C.TriXOwy[ihjor Btreet ------------wd------r_y��89 Conilictinq Plowe:w�vph)~-------------�---------�~~Y~»»� Qotantial Cepacity: (pcpitj � 1T14 Fiovemes►t Capacity: (pcph) 1714 Prob. vi �seue-pree Stata: 0.9T -----°�-----°^,.._»..»......»..........---�_ �..�..�__��..........�...�.... Sfiap 3: TEi trow Minor Stre�t N8 9B Canfiiatin� �lote�: Ivph)-----w_�F~'»~--1B11'R�------2825 , Potontiinl Capacity: (pcph) 4S 93 CnpaGity ]ldiustann� Fnctor du� ta I�pQdin� Hovc�oante 0.97 0.97 lSove�aent C�pacity: (pcpbj 92 90 i�rab. of,Queua-Fre4 Bteta: D.66 0.66 _ ____^__ �__ ___.._______-_-�-�_-�........ �..��..»....«..�»----°---- Step�4�rLTriroarMis►ar_6traax------------ H9-----------$g Conflictiny Flaxs: {vph} 1825 Potestitial Cepaaitq: (pcph) 72 Majar LT, Minar Ti{ Impedsnce gector: D.64 Adjustea I�padance Factor: Q.72 Cape�citY Adjuntment"Pactor du� to I�padinq ltove�ent� 0.6T Movamant Capacity: (pcph) � 4B .......... �.. �_..............--------------------°--°------------- � YnLereection Ferformance 3ummary �vq. 95; • ' Plow Move_ 3harnd Toxal Queun J4pproach EiatB CeP CnP Dal��y Lenyth LQ5 Delay Maves�ent iPCFhj iPcph} (PcPhlleec/vehl i�ehi I��o/veh} ��_�_..� ....»31� �--g2-'------ ------- ------- ----- --�-30-i- 1tB ti 53 698 > 203 30.1 2.2 E 8� L 146 48 > 52 * 63.7 P 8B � T � 33. 90 > , * EB L 55 1714 2.2 0.0 !1 0.1 Ynteraection Uelay ■ 352.1 nnc/veh * The calculntad value wae Qxeetor then 999.9. ^ �� ,-r�r�-i'4-A'1 ):l .�•� Sr�,ar�.n r.. • �.. ..�. ... . . �. . � . . I• __._�__- _•..._•-- - �_ ..� . _ "" ' . .. ' �. t • ..§ .� i . •. . . . `� ... �_._�� __ - __ r�. . ., r 0 k�;. . , . . . , . m �� 1tC8: UnaiqnAlp:qd Intar�ection■ Release 2.1d t!l1t�Cdfl1.NCD Peqa a . •wwMM�wa�s��s��ws��r�rtiKMS�wti�wss�aw�a�sw�w��sstrrr��r�terKNwwww��stss��r Canlar For liicroco�npuZors In Srensportation � Univar:ity of 93otr�da SI2 Heil f{sll , t3atnesvi�,la, PL 32611-2083 ' Phs (904) 342-0378 � swwtia�a=s��»Ar��rwMwwn��assa��ss��es��asso�w��sa�u�s�aa�r�r�r• Btrcat�; (1i-B) Hniodan flriva (L-41} Cnrnnado �lrive _ lSt�jor Stsaet birqctinn.... H8 L�n�th af Tiaie Malyxad... 60 (�in) .. Mnlyst ................... laaj Cfat• oi Anelysis....,..... 9/2x/97 ' Other Intoraetion.........Existinq Flenkday acsiqn Volumna " 'iwo-xay Btnp-costrolled Intareactipn , ■r�wsraasr�aaa��a��r�s�a=rrrrrN�rx�w�sssMw�FwaK�r«�y�eF��f�t�ssss�a�a��■ . j Htirthbaur►d � Southhaund � L►aetbound E wastbaund j L T R � L T R I L T R j L 'C Fi 1 �--- -�-- ---- I ---- ---- ---- I ---- ---- -_.... E _».... »_.... .._-- � �a. r.�nea � a i< o � a > i < 0 1 0 0 0 Sknp/Yield � 0. > 1 0 NI NI I Yol�snes j 245 80 � �D 5 � 30 0 285 � pW j .9 .9 � .9 .9� .9 .9 .9� . cirade � ' 0 � � I Q 1 . t[C' s( t) I I I I l sv/�tv's f�) i I I i Cv' s«) 3 � I I 1 pc��• �x.a.o � �i.io i.io i.ia� "� � �i � ,+ � , r � ,` 1 .� r ,.� i l ]ldjustmant Yactpra Yahicle � Critical liar�euver GaP �t4i -----------------------------------------�------------ La�t.Tum Major RCad 5.�0 Aiqht 7urn tiinar Road 5.50 '�israuqd Traiiic Hfnor Road 6.00 Lett Tuxri !S!.»o1C Rotsd � 6.50 � 8 •7'� Pallow-up Time (tf� �2.30»�» 2.6D 3.30 3.40 ��---. �.,., r� .. . . _.... ... �___ . . � _.. , . . , . . . . . . . . . . . e, � �a,t•;. ',. .... . . . � � . , . . ' i NCSs Vnsiqnali:�d Inter�ectiona �fleleas4 Z.ld ..itM�CORl,l1CQ Paao 2 N11krlwMwaaw��r��w7�wssatiaa��a�fsa�a�w�lawr�r�s�awwtrrrrsssa��rs�rnr�IF*■ � Narkuhnst far 'i'N8C Intaraactian �.._........................................�....�__..��..W....»..�_____�......,.,�____ Btap 1: ElT froa His►or 8tra�t 1te EB '�� CanllicYissy �'lor�s^(vph) ��^��"_______��....�'-------47 „ . Po�antial Capaci�y: (pcph} ��1 , � '" lSovaaan! Capacityt (pcph} Ptnb. �f pusue-Prea 8tats: 0.73 , �-�--° --�-----------------------------....�»��----------- , Stap Z: GT Crnm Hajor StxQet Se HB ___.._..__.._..___..»...._»..»__........�..........___________..W w..»....�_,... Confxiatinq Ylows: Ivplt) SD - , Potantial Capacl.ty: (pcphl 1523 ' Hoves�snti Capacity: (pcph} 1b23 ° ' Prob. o! Queua-P'raa Btate: 0,78 , TIi Snturutiori Flox tle�ta: (pcphp].) 170d . RT 8eturetion llarr An�ta: (pcphpl) ' iMajar L� 8l�ared Lena Prob. ' of Que�xa-l�rea 6taL�: q.77 ..............�,.........,..........��......»........»»....r,__=__________.._ �..»��.. Step 3s TK frow lYinor Straot 1� 88 ; � ConfliaCi�g Pl�c„ra: (rph)-------------------��»..�----464 ' patiential CngaGity: (pcph) , 623 CapeCity Ad�w �ant Pactor , dua to I�pedfng Movnments 0.77 •ltavaaent Cegacity: (pcph) 477 � Prob. of Queua-Fres SYnLa: 1.00 --------------------------------°�------�_..�»»��------ .. Steg 4: L7 frosa Minor 8treet Wa 89 _..�..�............��...... W....��....�__�__�_�_»».,,.»...,..___..__________ . � Cot1lliCtitxQ Plor�a: (vph) . 464 . Patant�el, Capncity: (prph) 570 � Hajor L�', �liaor TH . imgedaace paaxar: D.77 .' J1dju�ked I�pedance gnctor: 0.T7 � ' Capacity J►djuetaent f�aator , �� dua to i�pndinq Mov�ent■ Q.77 tiovu�en�, Capsaitq: (pcpk�) 436 ,. . ' � �� j � . ,; � ' '. . � ' ' S. . ; . � . . � , i i . � r ' . . � . . i �' � .��,� � . i� . . � , 0 r� d � ; ��7� . _. ..��.�.,.�� . . _.. . ._.. .. ... . . - . . �.. . . . .. . . . . .. ...... .. .. ... ., , . . . � . , ,.,. . ,... . .. . . � , ,. . . � . � . , , . . '�-..°' � � ... ; , _ .. , • ' }iC8: unaiqnalisad IntereeCtians Fialea�e 2.1d FU�MDCORI,1lCQ P�qe 3 � s�arsr�aarrwywa��w�ar�w�ww��a�a=��s��wMaarr��usa�a��asssu��r�■ �• Inter�action perEormance Su�+mry ' , . ]1vsf. 96� Plax Move 3hared rotal Quaue flpDroech ,�. Rat� Cap Ceg Delay LenAth LOS pelay Tlovamant. (pephj (pcph} {paph)(sec/vehl (vnh) (aec/veh) � .. ��......__.. ....---- ------ ------ ------- ------- ��..-- ----��..�� ' 6B Y. 12 436 > ' $� �' 0 477 > 1229 4.1 l.< 11 4.1 ;� 6B ii 349 1311 > 1tB t 361 1623 2.9 1.0 11 2.2 � Inters�3ction I]elay = 2.9 BBC/V4fi .� . `, ' ' ' . �� • ' 1�_ ;� , : � � . .j . :. . � . , � m 7 ' . f ' � � � • ! � . . . � I . , 1 ' ' . 1 , t' . ! . �.. '� , ' . ' , . } � I � ~ � � , ..a •�.y�.a\I.�w.�[.�.r.. . . . . . . , e... � ...... �. � . , y . ) � . • .. . e . .f . . . �� , r .. . � ' ' , � It.' . 1 . , . 1 . �"�.... _ —' —_ _ '" — _ —_ _ _ -_ — � i ' . a ...... ..4'I.�S�..::. �i. .��.. . .. .. .. f � I,� ,.. - 14 1lCSt Unsiqttali;ed Intareectl.ons Ftaleasa 2.1d H11lSDCOR2.tiC0 Page 1 ws�wa=s�a��ra�er�s�erurrrra�r»��r�a��ss��a�w**fsrss��asaa�titrrarrwv�aa Cantor For !licrnaosrputnre In Trnn�portation Univer�ity af Plnride 512 ua�l Na11 � Qaistarvfllo, i�L 32611»2fl83 • � Ph: (90�) 39x-037B ` r� is��as��rAMfaRMwf�atswRSM��ww+rrr�arr�raas�psssea�ssaws:��a��a�a�aa��sa=e ,. stra4ta: (N-8) I�e�sd�n Urivs (S-Y) Coronndq Urive t4ajar Rtr�nk Dixentitm.... HS . "` LeaQth qf Tiso ,Naalyaed... 60 (�fnJ 1lnelpet..... ......... bcj � A�ta o£ Rn�lyet�a......... 9/22/47 ' ' Qther YaloraaYion.........EYietfnq wankend baefqn VoZwaes . '17�o-way Stop-controlled 2ater�ection ' ■ar�r�titeywsww:��aass��:��awwaw�aRwa�wRarrsr�rr�er:�s�K:i.rw�Katiwar.� ' J Hortht�aund j 8outhhownd � 8npthaund � W¢akbound : � L T R � G T R � L T li � i, T R I---- ---- ----Z---- ---- --�-l--�� _�..� �---�---- ---- -��.. Ko. r.e�e. � o > x o r o i< o i o > i < a � o 0 0 Stop/Yiaid j � HJ N� � Valw�oa � j 42b 135 � 35 5) 10 0 325j �HP � .9 .9 j .9 .9} .9 .9 .4� . Lirade j o � D � o j �'• i�) 1 1 1 1 su/t�v � a t; 3 I i 1 i , �►'s f�) 1 1 1 1 - �CE's Ji.xO E J1.1G 1.1Q 1.10� Adjuetsnnnt F�actore Yahicln Critical Pollow-up Hansuvnr Gap (tq) Time (tf} ......M..»....�--��----------�----�---�..w.._�......_..»....»�»»..�...._.._......»....»..» Leit Tur� Major RoAd 5.40 �: 2.10 Ri�ht Turn Ninor Road 5.50 2.6D Throuqh Traffic l7inar Aa+sd 6.bD 3.30 Lait Turn Minor Haad 6.Sd 3.46 m , �...H�v,�h�v.. . '- ------ �—� , : � �� , i �� f 5 . .�. . . . . . . . .. ' . � 1SCSt [lsreiqna�iyed irtt+�rraatldn■ Relaaro 2.1d Ii11tSnCOR1.HC0 Pnya Z a��sa��t�a�er��a�rrr�s��errr�rr�esr�rs��=a�ww�wwwrrr+�w�y�r��ti��s�w�a warkwhast fox TWSC Inturrection � St�p+i: RT iros lMinor'StreQ� +w_---------i18-r��W��yrrwBtS �� _� ..............�....��_��-°-------�-------�..�..�............,�--^----- ' Can[lictin� TIoMe: (vpfi) i2 , Potent�el Cngacity: (poph) 1318 � ltove■ent Capscity: (pc�sh� 1318 ' . Proh, o! Qusua-Frea Bt�te: 0.70 __�..,.....,.»...,.._....�....y___�.�____________�........�»»�,��_,��_� Stap 2i Lr iroa Hpjar Sxrneti Bf! NS �--------------�__��.._��..,�..,..,......�--------------------- . Cant3,iatinq P2rn+s: (vgh) 45 Pateatial Capnaity: {pCph) 1632 �. Nov�ent Capa�city; {pcph) 1632 � ProS. of puaue-Pree Stnte: 0.69 � 'fH Saturatlon 1►lou Rata: {pcphpl) 17D0 ', [iT $rturatlon F],ox Rata: (pcphpl) , Major !.T Bhar�d Le�stia Prnb. ' o! quoue-�res 8�ate; 0.65 . . �----------------�-------------------------------------- 8tep 3: Tii lroa liinar Straet i18 E8 . Conflict�tnq�l�ors:..ivphj��_»��__�........�........�.._..W»-��659 Potantial Capecity: (p:;ph) 49x . Capacity 1ldjustmaa� F�otqr due to 2apediay lSova�eanta 0.65 1lovea�artti Cepacity: {peph) 322 >.'" Prab, of puaue-i+raa State: 1.�0 -----�----�...�--��-------------------------------------- � 8tep 4: LT irow Hinar 8trest H33 6B � •. CanilinCingwPla++e:»{vph) �_...._�..��_�_y...._..�»��»....--�659 �.. Roteritfel Cspacity: {pcph) 440 , -H�jor L7, Hlnor 'TH 2mpednnCe paatar: Q.b5 �. Adjusted inpadnnae pnctor: a.65 Cagacity Adjuatment l�actor dua to xapediaq Havements ' 0.65 Noveaet►t CapeciCy: {p�ph) 288 , � . �. ' . • " ' ` . • � � 1 ! . . ' i . '� F r , , ., �� E..4"�.: ..3.a.,r . . . . . � . , . . . : , . . .. . . .__ . . . . .. .. _ ___ . , .. . . ,. _. �. ..... _ ... ... . . . .. .� . �. . . . . �. , , �. ,;�� . S �� . � �Yt�r�.. ! r T . . � . . ...... HCS; UnelS ..■r.■:■.. i � I . , .,,� lSavmm�nt .F, , ��ww�wrw " . 8(S T 8B B � . " HB L ,; • . . ;,. , r:. ; �. . i� .. , . s - ..: ,t: . • '} . , . . ^� ' ' , • �, � . , ' .1, i � i � .r l, � t . � i . . , . � i. �; , ' , ( . ` . . . s � V � .�su. : �.�..:...w.�..�.,. : . , .5' � �� _ • .r� � , ..... . ... , ... � ... � . .... . . . ... .. . . . . .... , .. .. I'��•� � . , .. . , „ d _ , . . . . }iCB: Unsiqn[►lised Intera�Ctians Relaese 2.1d bRbG611Y1.i{CO Aepo 1 ' �waw�w�ss��r�s�rMrr��rs�e�e�rrt*rwitMMKS�»asa��aa��=a»��a:�wrrrw . Centar Por Micraca�puxare in Traneportak�inn Univeraity a! gaar�de . . - • 512 wa�l Hall • • (ieinasv�lle, PL 32611-2083 , Pht (904) 39�-0379 � .. �� a�w��as�s�sRr�rteww��Kr�rnrywKta.�sw�f�K�wrr.rrsryarrr��errtiK=Mr.rMNraw�p#� Sttn�Ls: {K-S) 8esd !!ey Sridqa (8-Vj 8nyxay Blvd 1. 1lajor Btr.ent a�ranYian.... slt . �.enQth of 'liea 1l:tt►Iyxgd... 5A I�in) • Malyst ................... bCj l7�te o[ Analysi�.......... 9/22/97 •� Othor Ynformx��on.........�Kisting Waokdsy peeiqr► Volumes i�ep-wey 8top-c�ntrollod xrttdraeetion ' ar�r�a��Ktewww��as��a��saa��ss�ss�a��aaa�s�s�a�e�ais�aaa�eraas�aaa " � �esthourtd � tiTe�ttbpund � HarChbaund � 6outhbound � j L T R L T it � L 1` Ft � L 1' R : �' � -...... .._.... _...... #..»».. ____ __�.. � ____ ____ ____ I ____ ____ ____ Nv. Las�aa � p 1 < 0 j fl> 1 0 j 0> 1 < 0 � 0 0 0 • 8tvp/Yiold � H) H� � Valu�as � ;5 25f 5 4D j 8S 4 15� • 8iif � . 9 . 9� ,.9 . 9 j . 4 . 4 . 9 � �, (1rad� � 0 } 0 j 0 � , ' Mc�s (�) . I ! 1 I , stt/ev's {�)1 f 1 I � �►'• (�) I ! 1 I kCf3's � jI.10 ji.10 1.30 1.10� ' �- . , • 1ldjuaYnent PaCtoxe • Y Vehicla , Criticel 8aI3.o�.-up lianeuvar Gap (tq) Ti.ma {��) � . Lu�t Turn F[aj�s Raad '-----------_~�r�rr5.00�rr-�---�---�-r2.10--- ' Riyht Turn Kinor RonH 5.54 2.60 �brouyls Trafli�c Minnr Raed . 6.00 3.30 . ' Laft Tuxrt tiirior Road 6.50 3.40 �.��..., , a,. __ _.� .j � . � �-h9 � � . . ..... ��, ., .. ,�..,.. , .. . � i � ni. � . . . . .. . . . . , . .. . � 1tC8s Vneiqriali:od Intoratiction■ Fieion�e 2.Id tlFInGH11Y1.1iC0 PaQa 2 r��r��wKSw��ww�wM�w�wMxwaiw��s�s�s�a��sse��wr��wwef��RFFtrrNrrss■ L Nork�h�et lor T1f3C intersaciioa Skap is^RT�tro� tlinarrBtreat .��r��r��rHB�rr_w_�»__�SB ' R� � rr�rlrrr�rw�W��rw��r��lww�wwwrr��w�www�wwwwwww�r��r�� CnntlictinQ Plnwss {vpk�j 64 . Potontial Cnpecity: (pc�h) 1285 Kaven�nt Cnpueity: (pcgh} 1285 , �rah. oi Quau�-Fr�n etsta: 0.99 I, . etap�i:�t't lrau �tajac erreetT------------w�-----------eB i,�_ _ __ ___.. .. ------------------- ----�_..»..».. Conilictinq Plo+is: (vphJ 7B � patanLial Ca�peC�ty: (gcph) 15T4 Havenenti Cspacity: (pcph) I574 Prob. pt Q�seue-Free 8tate: I.QU �• TH Baturation plow Rata; (pcphpl} i7G0 . EtT S+�tur�tion Flox Rata: (pcphpl) . Flajor LT Shared Larss Frpb. , o� quaua-Pra� t4tete: I.60 , 8tep 3: 7'H fson'lfiaar18treatr»~��^^_~_�~NB'^---------SB . Cnnfl3CtinQ�Floxt:r(vph)r---------------i14----r��rrr , Patetttial Cepncity: (pcph) 951 . Ca�sacity lldjur�Y,.uant i�actor - .,,;� , dun ta Tnpedinq Kovamente 1.00 �. liovaAent Cagacity: (pcphj 947 Prob. of puauu�i�rno State: 1.DD Btep 4: T,T iron tii�nnr+8tr�ot�--��_�_,_�.,.,� ----------�8 , Conilictinq Floxs:r(vph)----------------114------y�r__.... Potiantiel Capaaity: (pcph) 910 • M�jor LT� t�is►ar TH , Imperlanca 8aotor: 1.00 Adjustied Ttiped�sce lactot: 1.00 • Capacity ll,djuet�ent [�aqtar r' ' dun to IwpadiaQ Movasents 1.00 . Movaaent Cepnaity: (pcphj 906 � . . . �. $. so —..— +e...,�rr...�.�.. . . .. . .. .'... , r � . .... 3. . .. . � �,t��. 5 � ..r ' . . . .. .. f.e .... . ,. . , . ...�,.._.... , _ . �, �. - � : . . . , - ,��:�;.. . . .... w . . . � ItCt3: Unslynalisec! Iax�rsection■ Aalan�a 2.Id BRUGgl1YI,tiCO Peqg 3• '� rwwwsr�wKa+trKRwf�wa�ses�ssw�a»w��twaaas��s�KrerrNM��r��asr�a�wwww�twµM• Yntersection parfor�aance &ua�ary . AvQ. 95� � , tlox Mnve Shared Totnl Qui�u• llj3plpOCI1 Rste Cap Cnp Ualny Lanqth LD9 D�1ey Movri►$nt (pcph) {pcph} (pcph)(sea/v�h) (vah) (eec/v�h) , NB��.. '_I03' ....906��^--�.... __�__�� ....�--- ----� � ti� T O 947 > 9S0 �.3 0.5 I� 4.3 . HS R 19 1285 >. , WB G 7 1574 , 2.3 0.0 A 0.9, Inter4act�on Dalay ■ 2.1 ■ac/veh �, •. ' , , �.r �� : . � . . ` ' �� . ' � �;: • � • : � ' , . �.. . ' . .ti::..1 . ` . � � . , . � � , � . .. : � . ' � � . �. , ° . , , , _ , i • � { . i. . . � . . � . . ; . ;� � � .; . . ��r , . ., .= � � � � ,�� YiSN�n4WYat.�S'n,!'c ..m �• . . .. . ... . .. .. . . .... .,.. . D�'. .r . .� . ., i ' . . , _. . .. , . _. . . .:�'. . .... .___. _.. �.......___—._ �. . • � . � �.� , . , s ........... ...r. . .. ...,,. ;� � •,.. . . ! . . HCSt Vns3qnalised IntaKre�tion■ �nlsaeu �.ld BRdGB�Y2,NC0 ?nqe 1 � a�sswMwa��ass��a��rrr�r�rasar.r*w�*�rare�rr�»��»��serrsrw..Mw■ C�ntek Por HicroGOnputdra In Tr!►nwportaLiqn Univarsity oE tlorida 51Z M�il �11 Qain�ev�lla, FL 32611-2083 Phs (9fl4) 392-0378 ' �..� ■w�as��s��tsr��Mawww�r�ww�w��w�wr�tK*wMaM�srwksKr�www�w»�aaaa��s�■ Str��t�: {H-B) Sas�d Key fl ridQe (E-W) 8ayxdy Blvd , Kejnr Stran� D�r�ction.... ¢M Lenqth of �iaa llnnlyzed... 60 (win) , Analybt. .......,.•. bc� ��ta ot As�alyair.......... 9/22/97 Othar Iniorsatiion.........�xlatinQ Keokand poelqn Volume■ Twa-way Stop-contrallad Tntareectipn ■�a=�srsrMrryxs�ww��a�=ss��a��sssat»��a�t��esus��a�rMarrrrrr� � 6estho►snd � Weetbound J Harthbound � Sauthbaund ( b T R � L ? F! j L '� ft � L T R } -�--- - -- --° � ---- ---- ---- I ---- ---- -»..� � .._.... »_.._ ...._» xo.�.a�,ea �o x<o lo �x o ta �i <o �o a o eYop/Xield � H� Hl � VolttKar � 50 65� i5 4p i 155 D x51 � PRI► . I .9 9 .9 .9 } .9 .4 .91 Grade � D �= 0 � 0 � � Sv/�v�s�(�)j I ! I �►'• (�l I I ' ! I rc��s � �i.io �Y,io i.xo i.xo� �idjuatmont E+actore ' Vehlcia Critl.cal � Pollrnr-up ,lianauv�r , Geg (tq) Time (tf) . _....�..........»..»..�-�--�-°°------------------------^__.._,�..........»..»....� � Left 'furn Hajor Road 5.00 2.14 ri�qht ?urn l3lsor Raed 5.5D 2.5Q � Thrnu�h Tre�fic liinor Raad � 5.D4 3.3� Left Turn Minor Rp�d 5.50 3.40 " � ,'t i ' { . � . � { � e I t i .�,} ��, �..:..x �__��_W��_.�.�_ i L�-aa < � • ' , , HCB: tSnw�qnalited Interaeettons Relaaea 2.1d BRDiillllY2,iiCQ Peyu 2 ■s��rsf��rirxMM�*ywsrr*MKK�K��rr�aaatr��w�w�r�rar��rr�esKSSrww�Ri��■ ' � Waekal�e�t tar 'j'iiSC intar�eatlon .. ' $tnprl: EtT iros tSinar^$traa� J----^------Hnrrr��_»----8� , , �� Can�lictlnyralox�: {vphy-----------��..»-97......-------�-- � . ... PotientiMl.Capaaity: (pcphj 124{ tiovement CapAC�ky: (pcph) 1244 , Frob. o! Quaua-�cq� Btata: 0.98 _,..___�.._. ...............��_��_��.._�_�......�...,,______________ ' 8t�p 2: LT ira� lSajor $treet 6fEi S6 �`.� , Conllicting Flox�: (rph)�'^ + ^ 126 rrrr�w��r �,, Po�ential Capacity: (ycph) 1490 ' . �lovenen� Cngaofty: {��plt) 1490 �.. .• ' Rrob. of Quaun-Yrao Stata: a.99 • tt! Baturetitrn Plow fiata: (pcphpl} 1700 RT Bnture,tl,or� Flow Rata: {pc�hpl) ', I�tajor LT $tsuxad Gsna Prob. � '. of Queue-i►rao Staxe: 0.99 8top 3c Tfirfro� lfinar Btraet ----�_�_�_....N��.�»....«.._�..�8 � . ..� .................._....__......��....................»».,......»..�,.,____________ ConfliCtis�y �1or�; (v�l�) 153 , . _ � PotantiaL CapQa�ty: (paph) 4a7 � Capaaity J►djuataQnt !'actor •�' , dua.to xorpadinq ltaveaants 0.99 . rioveiwnt Capnaity: (gcpf�) 89S ' , Prob. nf Q�tuue-Prne Stata: I.DQ , ' Stap'4: t'T £rosr�linar Btiraex -----�------HB -�rr_~�»»r89 � � ; Canfiictinq~P1rnra:Y(vph)��r��»~»»r��~��iS3~-~--^------- . Pote�tiiel CapacitY: Ii�cph) 863 lfnjor I.T► Hinar TH . Impedaac� Bector: 0.99 � Jldju�ted Impedance 1►actor: 0.49 • Capacity ]12ijuet�aent Factor , • dua to I¢pesdl.n�j llovaaents 0.49 • � lfavemant Capacity: [pcph) B52 ' -----------�------------- °-------------------------�--� .. � .� r1 . , l_ ' .. . . � , . ! I . . t . . � i • 1 � , wW.VhAiklr: �• •• . • • :s .. . • . ' �� - . . _ . . .. ..�. m.......i, .. .�... ... . ... . . � i :v�c,.... .. . ,. . . HCB: Un�iqnalisad Intar�ectian� Rnlea�a 2.1d 8R�G61lY2.HC0 Pa�a 3 ■��swMr��saFSS�wwfaww�s�rr��r��w�wwMaK�sf�*Kwrsaw�a�t�sesr�tiw . Int�ra�ction Pertormanco Buwsary � . Avq. 95# ; ;� �'lu+e Move Shnred Tata1 flueua � Approach Rat• Cap Cap Dalay i.enQth LQS Oaley �:,�� Hov�mant ip�Ph1 �P�Q�+) (Paph)ieec/vahl Ivnh3 (sac/vah) �E.. . ---,..__.. ........�- ------ ------ ------- ------- ----- ----....�_.. . � tfEl L 1B9 . B52 > s.s "� ?�8 T . 0 B95 > 892 5. 4 1.1 8 5. < � R . ai xz�� > • .. Ne L. 19 i49D x.� 4.0 r Q:7' Istraxeection De1ey = 2.9 �ec/vesh ' � , .� � .s;� , . � -- . , ;;" . ", t• ' . , � ' ;: ' . , ' _ , �' , • . , r . ..p . • , ' t.. . . ,. . , . F -�.. . . , . � . '`+�.r ' ; ' . . � � !. . , . � . � � � . .. . E � � �., ' . . .,: .. , . , . � .; ,. � . .'�...� . � � • ' l, ' ' ' � ' . ' � . . � . . � � � /� y �'�f F t �' . ew'Wa.+�s..�. -- . . .... . .. . . .... . . . . ... a .. _ .. , i . . . . .� �1 .R . .�.�i.. �. .... . .i . . . .� .I ' . . c z � � F .. . �i.• ..i.�.�..1-A':�....�.. .. •.��.....�.. � �, . ...... . � � iiCSs UnefQnalismd Inters*c�lon■ Italeosa 2.1d I�ftDGOGl1.FIC0 Aeqa 1 �rNwr�ss�aas»��r��» »f»RSrMw�Mw��su��essa�aansrar�rrsrsti�»��r Centar !or Miorpconputera in Tranapartation . tJnlvaraity ot plpridn 612 MIei1 Hnll Geinesv�lle, PL 32611-2083 � i�hs (90t) 39�•0379 � r."�� rftw��aas��wp�rrxrwrwrwrrwMUawr��s��asa��s��aa�aas��aa:ar�a��ase:�s�■ l Strae,t�; (N-Bf 8and Kay Bridqo (R-w) Gultview slyd . Fls��r 8treet Airattion.... �i8 l.Enqth of 1'�so J�nt►],yxed... 6D (�ai�) Melywt. ............... ba� �sta af J�elysis......... 9/2�/97 Oth�r Infax�x.ation.:.......6xiatinq Weekdey neni�n Vnluads 'P++a-wsy Stop-�controlled Intersection ■��sr�w��s�aa��s�r��ra�aa�awa��+�rww�sai��RS��e�s�a�as�s�aw��a�=s ] Nofrthbaund � 8outhbaund ��eatbnund � Wastbnund J L T F1 4 L T R � L T H � L T R �---- ---- ----i---- ---- ___..i.._�_ ..___ .._....i---.. .._.._ _...._ Ha. tnnes � 1 1� q 6top/llield � 1 1 < 0 x� 1 1 < 0 Hi 0> 1 I I Voluaos j�45 BO 35j 5 20 5� 10 90 485� 15 �Q 10 � pH1 � .9 .9 .9� .9 .9 .91 •9 •4 .9I .9 .9 .9 Rrade ! D ; 0 i p i p . eu/�tv��(�)I ! i I � �, cs�e- ji.io ji.aa ji.io i.io i.io�i.io i.io �.ia . Adjuetnant E'aqtare • V�hial� Critical Follarr-up liar�auva� . GaP ttq� Tima (tP) LeftrTurn HnjOr RCad ___-___�_---«_'»'»M5.04~~~-�-+------__2.i3O___ • Riqht Turss Minor 8oad 5.50 2.60 ?hxough Tra!!ic Minnr Roed b.0� 3.30 Left Turr► �linor Road 6.50 � 3.40 �� . �,,,�,. . ��. , .h�a � � � &~ � � l.: • . � ! ,��../ ... . �. � HC$: Uns�qnalisad Intereaatlons Raleasn 2.1d 1 ■at��raa�rrM�a�w�aa��rrrrs�w�wrrrr��s�w�r��»>+ Workehast for T1�8C 2ntereaction 8tep 1: �TYiroaNK�nnrw6treet'------------WB^_w�__r, Cnnfiicti�Q �luws: (yph)-------r_��__��IQB-----°-� Potent�el Cnpeclty; (ycp�) I221 Novnr�ent Capac�ty: (paph) 1221 Prab. oi �ueue-Pr�a 8tnta: �.99 ____��____�_____�_��_�__�_��_____��_______, S�ep Y: LT froa Major Streat BB _„�R��_�_�_w��_---��»»��------------------�_��, Confll,Gtinq Flo�ra: (vph) 126 Pok�antl,al Cnpe,city; (pcp!►) 249Q 4Sovement Cnpacity: (pnp4�) i890 9rob. af puaua-Prae Stare: 1.00 Btap�32 TH^frod�tiinor^Streat------�------WB��--�--� Cnn�].ictinq Flawse+(yph)-----�----....'....-636.,...._»^..� Poteatial Capnaity: (pcph} 506 Capaaity J�djur�ta�ant l�actpr dua to I�pedinQ Movamenttl 0.67 NoveAnn� Capacity: (peph) 339 Prab. af Qudue-8ree 8tete: O.Bb 8tep 4: LT ixom tiiaor Street -----�r�----MB�~~r~~r' -______,.«_��____»........__�_.....»�....«��_�..«��_�----°, Conflictiny Plc►re: {vph) 953 Pota�tiel Capacitp: (peph) 247 ltnjar LT, Minac xH Impedaate Pactor: 0.4b Ar3�unted =�pedanca Pactar: 0.56 Ce�aity J1dju�tmeat Pacxar dua.ta Tmpading Havenents 0.31 !laveaent CnpaciL�r: (pcph) 93 Mavement EB�..L_..� E8 T SB R W8 G �IF3 T fiB R xs u SB L Intersaction Ferfarm�nce Susmary llvq, 95� Flox Hove Shared Tatal Qupuo Rate Cnp Cap Uelay Larpth L� (pcgh) (gcph) (pcph)(sac/vah) {vah) »�«12� ^290�>~ 327- --1'l.5 ^�1,9- --� 17.Q 332 > 593 1345 4.8 2.6 , I9 43 48.6 O.B 48 334 > 12 3221 > 396 1q.7 O.G � 543 1662 3.2 1.? , 7 1d90 Z.4 0.0 , Tntareecti.on Delay � 5.5 eec/ �r $� i' � , I. � 1tC9s Onaiqnalisad InLer�ectlons flaleaae 2.1d [ifiIlG6Lp2.1tCp Paga 1 � , ras�a�Nrsw��w=as��a��staau��s�MRKxrrarr��r�asa�»�a��sss��as�rw■ Cen�ar !ar tiicroca�puLars Yn Tranapartatiar► . tls�iveceity of rlorida „ SI2'M�il HeII Guina�vill�, pt, 32611-2083 � Pb: (�04) 392-0378 � � ��Yrwsi��aa�a�ataar�aa�VMSrrr�rwww�tw�w7�KKrMrr��r��s�rK�rKw.wKR��s■ I' 8�x�et�: N-H Snnd Re ilrid a' ( ) y q (B-41) Culfrior k]lvd , • tieior Str�at lilrecLion. . . . N9 Lanqth Dt Tiwo llneiy:ed... 60 (.1n) : llnaly�et ................... bcj . Dat� of llnslysia.......... 9/22/97 �. • Cthnr Infor�ntion.........8xietinQ Waakend Desiqn Volwaea 'rwo-way 8top-cantrollad 2htorescticn " ■�ar�arsr��MNwr�ww��s�s��r��sa��r�a�ser�asr�rtir��a�tiart*N*wM� � � Harthbound � Sauthbound � Eaatbound � ilootbaund . I u r R � L T R � L T R I L T R I---- -...,_ ..�__�____ ---� ----I---- ---- ----I---- ---- ___- '" No. Lanea � 1 1 < 0 � 0 > 1 1 � 1 1 < 4 8top/Yield � Ni 1 I< 0 HI ` . Vn].waes � 520 15p 2Q1 iQ 95 5� 15 105 560j 16 4Q 2Q PEi! � .9 .9 .91 .9 .9 .9� .9 .9 .4� .9 .9 .9 ' � Qradt �rc' • f�) 1 � � I '� I Q j a � ��3){�}i I I ! � PC8's �1.I0 �1.10 �1.1Q 1.10 1.10�I.I0 l.i� 1.1� . �+ajas�sn� Factprs � Vebic�a � Critical Yollow-up Ker�euver GnP Ieq) Tlwe (tfI - La�Et�Turn'Major Aoadw«........»..�...._-�__-___5.00-------------�~2.10r ~ . [liqbt Turn �inqr Etoad 5.50 ' 2.64 . . ThrouQh rxnftic ltinor Boad . 6.�D . 3.3d � Lett Turn llinvr Road 6.bD 3.<6 ' '�� • � ; � :� , . �` � ! > � • . ' . .... .,.. .,. ,.... :�� . ... . ,. •,., .. ... ., ,.... .. ... .. ... . .... _.._...., . a i �,�' }iCB: Unfiys3alised InL�zeeCtSons pelesnee 2.1d E1HIIGCLF2.HC0 Paye 2 ■wMf�wa�aas��raa��ts�u��»��ua��wwrKMrrs�sa�w»�wwww�»��s�s��ass■ FfcrkKhaeti fnr TWBC rntoraaction 8top�1: 8T froa Hinor 9trast ��rr��y��______ �_gg --,�...._...._..�..------�-�---�..............,..��-------------�_��_� Conflic��nq Flowss (vphl 17B 97 Patan�l,et Capaaityt (pcph) i125 1236 Hove�aent Cepacity: {p�ph) I125 123b Prob. of Qq�ue-Yrea 8tata: 0.98 0.45 ��,....�........��__�_�..��__�. .............__�________________��__.. Btep 2t Lr frou lSnjor 8tront 89 He Canti�ictinq Flcrre:�trAh)^^--------------IBg ��»~»---i00 ' Patenti3el Capecxtys (paph) 1393 153b Hoves�ent Capncity: (pcph) 1393 i536 Prob. oi fluaus-�ree Stet�: D.99 6.59 , -___....»»....�----------------..........,....�-------------------- 8kgp 3: TN fram Hfnor Btraet WB SB Confllctiinq�Flart:w(vph)-^--------------B67 r_-__��r8T5 Pqt�ntial CapaciLy: (pap4�) 3B3 379 Capacity �ldjust�ent [►ector du� ta Irspadinq lioveuant■ 0.58 0.58 aiove,aen� Cepaaity: �pcphl 222 22Q Prab. nt Queue�Qree Btate: 0.78 0.41 Btapr4:�LT�froa�Minor Street---r~rrrrr»Y»1t8«��_�___�--gg --�---------, _,..�__�,_,..-----------------° -----------�- ConflictinQ Flows: (vph) 1234 B97 Potantial Cepac�tY: {pcph) 2Q� 320 Hajor LT, Ninar TH Imgadestic� P'�ctpr: 0.24 D. Q6 Adjuated �npednnpe 8actor: 0.38 0.57 Capncity 1ldjuetaont Faetor du� to I�apadinq Havemant9 0.1? O.S6 Hovesent Cap�City: (pcphl 34 17B -°------------------------------------------------.._..�.. intereectiion Periormanco Sum�aery Jlvq. 95� FEpr Mqve Shared Total Quaue Apprnnch Rate Cap Cnp nelay tenqth LOS L]elay Movement {pcph} (pcph) (pcgh)(aac/vet►) (vah) {aea/vah) -°-��_ ��-�-- ---�� __,...«« �..�....w.. .._..�� ---- --------- ee r, i9 xTS > zia sx.3 s.y g ee �r izg �zo > ia.s BB R 684 1236 6.5 4.0 8 W8 L 12 34 16I.0 1.3 F Ye T 48 222 > 36.4 id8 R 2� 1125 > 303 15.6 1.0 C Ne L b96 1536 �.D 2.4 A 3.R $8 L 12 1393 2.6 O.D 11 0.3 Interaection Ua1ay � 9.5 sec/vah ' , 1 � �t � e i � , r.�,,.i-+,.._ . �~�� , �, .� .Cl�brrater Baach Tr�[!ic 8tudy 64/23/97 Handelay & Pier bd--Prppa��d pco�cat 1B:4i:57 �xistiin� weakdey �eR�gn Volwau .-� . dY�N11L94/TP,l11'xC[Vl L1.{J - Capncity ]Inelyais Sum4nry Int�raectlnn ilvex�yes: ' DeyrBe nf Saturetion (v/c} .5g yehicle polay 4.9 Lovel of Sarvico B+ . .. �----,»....--� --�--------- Sq 11 � Phaea 1 � phas• 2 j **�R� ....»__»----....�__�_..»�----- ! '� * I " f i w w � ��e+e+� � /�1 I<* * � <+*�+� ' i I v � ++�� I I " I � 1 Horth � c+ + � � � I +♦ � � , , i }+ !� 1 � r0/C■^.36Q � c#/C■ .464 j d. �5. x" �(3■ 32. B" 1 . Y+R� 6.0" � YtEtr S.0" l J �PF■68.6! � Op�s13.1� j ------�------------------ ' C� 70 seC G■ 58.0 a0C x 82.9� Y�I2.Q ■ga � 17.I; Pad■ .0 anc s .0� � r.�o �widt�/�-----9/�-----�-ser�s�e�aata�--�a�-�_-----��-HCH � r.�J9�erM�1 ( firoug � Lanes� Keqd Usod ti 6C ['rPhi �8 4Volumo} v/� f AalaY I 8 ti Queue j H ]�pproaoh 12.3 S rrrasss�etisass��r�ssasnrrr�s=a=:s=s��o��ese�swwra�a�swtwswwws��ra�r�w��rsurr r �'H+RT� Z1/2 �.303 �.402 } 1713 ��2fi7 � 876 �.691 � 12.3 �*8 j 25B ft� e !►Ppxcach 9.7 8+ . w�aaa�s��sM�eNkww��rwsRraa�a��+es��wRSSwr�f�KR�apr�rara�wa�sesarrar��sai�usara�■ _,�� TH � 12/i �.i96 �.4p2 � 642 � T50 � 289 �.385 j 9.7 � 8+j 170 ft� ,.; LT � i�l1 !.000 �.4uz j �� 99 4 2z 4.x0a 4 4.0 ! g+i z5 €t� ,�_,�........__.._t_____...._____,._»__..---_...._..�-�---�__..------------------------------ � B llppraach , 8.5 8+ wawf�=�+eMrR�M�ez��«iywA�rssr.aws=sti=ss�rsrer�surarr��sesserre�aa=ra��sso�aaa��wa� �� RT � 1D/1 �.395 �.512 J 713 � 756 � 5II �.6T6 �� 4.4 �*8}f 245 ft� �• � Tii � 14/I ti.p63 �.51� j 849 � 899 j bl j.069 j 5.b � Btj 29 it� J LT � 20/Z �.311 �.512 � 1668 � 1691 � 950 },562 � 7.9 � B+I 2xB ftl ; ---------------�---------------..�....----....�------......��..---�............�_�----»»..»..--- ,' � !" i �� : I ` ti�'�ti', ' ' '�-a9 �v .,. � �� . �,. �.� � �� --- - . . . .. . . . � ��_ . �.. . .. . . . _. . � . .... ... . .� . , , .. ... ..... ... ... .. . . . .. ��:�:_-�"�`�: :t.. � � -� � Cl�arrrslor 0anch 7'refiic Study , a9/23/97' Mandelny and Pier 60--Proposad Project 18:4l:33 Sxisxinq We�kand Aes�qn Yoltura , _�(iHlIL4�/7QJ1Pl1CZV1 t1.4] - Cepacity Annlyeie 8u+mary IntareaCxian 11Veraqe�: De�roa o! 8�turstian (v/c) .6i Vohicle Da2ay 11.7 tevai of Sarvlcn ri ..�� ...............................�..��.. Sq 11 � AhaRU 1 I phaea 2� *,►/�w _ ....................,..M,.....�......_�__ I** I ' I , � � r� � ��++1 /i\ I<. * � <.4{.� f j � .. � **a�� . v Horth � <a t � � I I ; * ! 1 . I ++ � k �w4/C� .257 }-G/C*--571 j ,Q� 18.Q" j f3= 40.0" } . � � Y+R■ 6.0" j YtR= d.q" � � 01�1*:68.6� j OFF. 2.9� j Z��70 sac G■ 58 0 seG = 8�.4; Y�12.� �+�c = 17.I� Pod= .0 seC ■ .0� ---------------�----�--��..��..�..�»..��....�..»��........ ��_..-----------------------� �..�_ � LO auP f�Laneij Reqd�lCUaed � BC�ivPhjRQBa�Yo�untei �/� I dke�Y I 8 �9Qucsua f ......�....»..»..��------°----------------------�--��w......»....� � � !f Jlppranch 23.5 C �r��a�u�asa��ssass��ess��s�sss��aw��a��atassra�ye+rrars�sesa��=ssssa�=aawKw � TH�RT� 21/x I.�95 I.300 I 852 � 94p J 846 j.900 � 23.5 �*C � 291 ftE S Jlpproech 13.5 8 ` ■�saas��s��swwnwMww�wri�.rMrr�rr�erararrra�s�a�s�aaaa»aa��s�sassess*sM+rarreK � TH � 12/1 �.i9Q �•300 � 489 � 554 � 2T8 E.497 � i3.6 � S � 141 ftj L�' � 12/1 �.00� r.300 � 73 ( 9B � 17 f.164 � 11.7 � S� 25 f�l �....' �-------�_....�....��,.-------------------------------------------��....�..--------- , S 1lppraach 5.1 8+ aa=a�r��sw��s+rs�r�ar�n�nn��een��as==ssa�saa�sanaa=asww��wwaRR+rrr�eas:s�s■ � [tT � 30/1 I.318 j.614 � OBO ( 908 ��06 E.4�17 I 4,9 � A � 154 ft� :} TH � 14/1 I.tiBB i.614 � 1U4� [ 1058 � 94 �.088 � 3.6 I A� 36 ft) � LT I 2D/2 �.35D �.614 � 2029 j 2UZ9 � 1q8B �.535 � 5.2 �*S+j 206 ft� f � � i � i •„a {� f . � � i . �..�,...... ,. . L3-9 0 Clabrretor aea�h �ratiic $tudy Kan�axay and gaynont--propprqd Projqct �xi�tlnq Wpukend ae�iffn Voluae ,•� ,,,,.tiNAL94/TLlIPI►G[V3, GA.4] - Cegacity Analyais Bu�maxy 09/23/9T �8:57:18 Tntorsoctian Avaraqew: Dpqzen of Saturatian (v/c) .75 Vohicln nelay 13.9 Lavel oE Servica S 8q 11 f��phase-l--�--Phaea 2 � r��w* ---------��............��------ F"*+ I " I � . * a � *«**� /1\ ;<w * +� � �+r**+►1 I I � � ^ **** 1 i ' �++++ v � North � <+ + +>��t++> j 1 I. a++ �a..+ � � +++� v � ��Li/C�r.45D � 13/C• .957 I � a� Z7.0" � G� 22.0" 1 � Y+R■ 6.0" � Y+R. 5.0" I � OP�■ .0� I OFF�5S.0# � ------------------------- C• 60 saC G= 49.0 sac = 81.7• Y■11.0 aea ■ iB.3# Ped■ .0 een ■ .0� i+Lans p;Siidtd/'---q-q/C ----!'$erv�e'RQ6��V lu�e�r»v/c IrAelaY � B��9Qttnua � Grou Lenaa Re d Vaed �C h N llpproach 17.3 C+ �w��aae��rs�rr�txrer�err�rMrrar�uxf�ss.t�wwww��sas��=sa��asssss=s:s�a�aw�aaaassa � TN*:tT� 11/1 �.4T3 �.5Q0 � 6B2 � TI9 � 634 �.889 � 18.0 �+C+� 264 ftl � LT } 11/1 �.OQO �.500 j ilp � 13fi � S4 �.317 � 6.2 � B+) 25 ft� B 1�pproaah 11.5 B ��t��a:»t��=s�e��aas��u��a��serassnrrraMrMr.aa��wwwissRw�ww�*�wn�rr��n.�Ma `' TH�tiT� I1/1 �.421 �.500 j 678 � 7I5 � 556 J.7T8 � 11.7 I 8 I�34 ft� A� LT � Il/1 �.flaQ �.500 � 93 � ix6 � 1,7 �.I42 � 5.3 J Sr) 25 ft� s Approach 7,B E* ss�a�ssts��r��s�r�r��aaati�errr�rrrrrerrr�u�KSw�sssr�w�p'sanaaaaaawRwaawswaaswas�w�� (LT+TH+Ei?� I3/1 �.139 (.400 � 442 J 489 � 122 j.249 � 7.6 j*e+j 52 Pt� t�f Jlpproach T .1 e+ wawa��sasuesae�asiss:aa�s��ssse�a�eara:s��as=�ear�n¢�ernresrrec�e�errasn�nsran�eesr �LT+TH+RT� 13/1 �.037 �•40U I 557 f b05 } x9 j.048 j T.I � 9�� 25 ft� �: � . . . � ..�...�,.a.,,,.... ... . ....... ... _ ' --- ' .. . . . . . , .. , . . . , .. . . ..,..... . . . Clpsrxnter baach Traific Btudy Nar�delay end Beysnnt»-Proposod Pro�ect Existinq t�laekand Clnriqn Voluma .�.�ICN11L94/T611PAC[V1 L1.4] - CapncAty )Innlyaia 8ummer�► t 09/23/97 1B:58:48 Intarsect,lqn Avaraqas: baqree oE Saturntion (v/c) .75 Yohiclo Dalny 13.9 Lavel pf Sarvi�o 8 Sq 11 �r�phase 1^��Fhaeo�2 J �r�►/rr�► _,........�---------,_,�_,....� I*** I " ! � ,► w a � ***.� , / � \ I <w * a> � c*�*�e � ***,� - v � - i ttarth j <a + +>i+*++> � I � i ♦ + + i+++y I .+4 � (i/Cs .{50 �'G/C•r.357 � ( i3x 27.D" � li� x2.0" � � Y4R+ 6,0" � Y+R� 5.D"�� OFF= .G; � dt►P•5S.Dt � ' C•'60 4aC��w(t■�49.0 seC ■ 81.T# Y=11,0 gpa ■ 18.3t Ped■ .0 eec ■ .0� ----------„_...... �....�----------------^--°...._��....�....»........ �»w»»............------------ � Leaa jYidth/j q/C j Service 8ata1 Adj I 1 HCit I G I�4� Haxf J aroup � Lanesf Reqd Unad � QC (vph) Qa �voxum�� v/c � pextsy � S � Queue � H Apprpaah 17.3 C� as��a7e*erMf+ut�wwwa�s=��s�aaaa:s�r��r�nrrtie�arrKrwRw��ta�aaas�wna�wwwass��R�Raaa��a J '�Ii+RZ'! 11/i �.4T3 �.50� � 682 � 719 I 639 I•�� I 18.D }*C+� 259 ftJ � L? �� il/i 1.q00 �,500 ( 110 � 135 � 44 �.317 � 6.2 � A+� 25 ft� 8 Jlpproach 1;.5 a �,,�•s■•TH+RT(�11/I,f*i421s�••5Q0 ��•6T8r�r■715��R555��.�7T8}��13�.7R�ie��234�ft� LT � 11/I j.00D �.500 � 93 � 116 I X7 �•i�2 � 5.3 � 8+� Z5 ft� 8 Appra�ah � 7.8 a+ a�a��as��a�s��rusrr��wwws�as��ae��a�aa=s�esuaar�rraaraa�e�er�estirtnaaras.�Ra (L'�+'�i��R'�) 13/I r.139 �.4QD � 442 � 484 � 122 j.249 � 7.8 �*Bf� 62 ft� ------�--------------..............»....��------------------------------------^ ----°-..� il Approech 7.1 8♦ ��e��sss�aasese�aa=rrvsr�rryaaw�w�ssa:nsaa�aaaa�aasss�n��asasaatr��aasssennr . �LTtTH+RT� I3/i �.037 �.466 j 55T � 605 � 29 �.048 � 7.1 � B+j 25 ftk � `�.we+i �-9� �� .,... � �.... -. . -- . _ . . ... . . . _. _. . . . . . . . . . . . . . . . .. . . . . . .. �.�...._.. �.w, .., ;�>,: . .., .,-� ti.. j �,../ HCM: SrGNALIZfiD iNTERSECTION SUN�IARY Ver�ion 2.9e 41-06��998 DK5 ASSOCTAT�S n�c=a��c��a��cW�==n=��w��c=�==on�=YW��w��a�� Streete: ��-W) Baymont street (N-s) Manda�.ay xvenue Analyst: BCJ File Name: MANBYA2D.HC9 Area Type: O�her 1-6-98 Weekday Comment: ClearwaGer Seach TraF�ia S�udy l��rn.d'f�� f�i ��w��W��_W=�__��__��-_��_.._.._��. ��..�__��-��______________ w� L~SaeTbounR � LWestTDUndR ~I LNorthbounR I LSouthbounR No. Lanes volumes PHF or PK15 Lane W ( f � j Grade � Heavy Veh Parking Bus SGops Con. Peds Ped Button Arr Type RToR vols Lost T�.me Prop. Share Prop. Prot. Phase Combi a � i t o 5 5 15 Q.9Q 0.90 0.90 13.0 0 2 2 2 N N 0' 5U (Y/N} Y �.9 . U e 3 0 3.00 3.00 3.00 nation 1 z 0 � 1 � 0 2 Q �.5 12 0 a.so o.�o o.so 13.0 0 2 2 2 N Y 20 � 4 ' �0 {Y/N) Y 19.0 s 3 0 3.00 3.OU 3.OQ Signa]. Ope�ati� 3 � 0 > 2 � 0 30 460 40 0.90 0.90 0.94 11.0 0 2 2 2 �N Y 20 0 5D (Y/N) Y 22.0 a 3 OI 3.00 3.00 3.00� �ns 5 FB Le�t * NB Left * Thru * Thru * Right * Right * Peds * Peds * WB Lef� * , SB Left * Thru * Thru * Ra.ght * Righti * Peds * Peds * NB Right EB Right SB Right WB Ra.ght Green 22.OA Green 27.�A Yel�.ow/AR 5. 0 Ye3.I.ow/AR C. 0 Cyc1e Length: 60 secs Phase combinata.on order: #1 #5 2ntersectia.on Per�ormance Summary � Lane Group: Ad� Sa� v/c g/C Approach: Mvmts Cap Flow Rati,o Ra�io Delay LOS Delay LOS � � r � � w w w r � � � � � � � � � � � � r � .. .. �. � � � � � � � � � � � � � nl � � 8B LTR 586 1464 D.050 0.400 7.�. B 7.1 B WB LTR 473 1181 0.364 0.400 8.� 8 8.4 B NB LTR 1296 2593 0.�76 0.500 6.6 B 6.6 B SB LTR. 136q 2720 0.562 0.500 7.3. B 7.1 B �2ntersect�.on De�ay � 7.1 sec/veh �ntersection LOS = B Loat Time/CyCle� L= 6.0 sec Cri�ical vfc(x) = 0.47� ----__.._w................�------------------.........._..--�-------------------------- o � a � o 4a �xa s o.so o.sa a.�o �.1. 0 0 2 2 2 N Y 20 0 �0 (Y/N} Y 22.0 3 0 3.00 3.00 3.00 6 7 � 1�-9� � _„� � HCM: S�GNALiZED INTERS�CTION SUMMARX Version 2.4e 01��6-1998 , DKS ASSOCIATfiS �Z��C^.�.}".�.r��CCCC��G�GGC-"'..: ��CC�G�CCC^�CC��.�„«..�4-"-0�CCC�C��L'"��,-.........��C�.�� S�ree��s: tF-W} Baymont S�reet (N,S} Mandal.ay Avenue Analyst: BCJ Fzle Name; M�INBYA2E.HC9 Area Type: O�her x-5-98 weekend Comment: �learwa�er Seach Traff�.c SCudy�--A/�e�n�fj�C /�1 --_-=_��_�.�� __��=��___�---__-�_____---_�=_- ___--______------___�___��-___ Eastbvund I Westbound ~ Nor�hbound Sou�hbound�^ � L T �t I L T R � L T R � L T R No . Lanes Q } 1 � 0 0 � 1. < 0 0 > 2 < 0 0 � 2 � 0 Volumes 5 5 15 20 �.S 75 25 475 25 40 570 5 PHF or PK15 �.90 D.90 U.90 0.90 0.90 0.90 0.90 0.90 0.9Q p.9U 0.9p 0.9d Lane W {�t) �.3.0 7.3.0 7.1.0 �.1.0 Gracle 0 0 0 0 � Heavy V'eh 2 2 2 2 2 2 2 2 2 2 2 2 Parka.ng N N� N Y 2 0 N Y 2 D N X 2 0 Bus Stopa 0 0 0 D Con. Peds 50 50 50 50 Ped Button (Y/N) Y 14.0 s(Y�N; Y 19.� s(Y/N) Y 22.0 s(Y/N) Y 22,0 Arr R`ype 3 � 3 3 RTOR Vol� 0 0 0 0 Lost Ta.me 3.Ofl 3.00 3.00 3.00 3.Od 3.00 3.00 3.00 3,OD 3.�Q 3.00 3.00 Prop. Share Prop. pro�. Signal. Operata.ons Phase Combination � 2 3 4 5 6 7 8 TsS Left * NB Left * Thru * Thru * Ra.gh� * Right * Peds * Peds * WB Le�t * SB Left * Thru * Thru * Right * Righ� * Peds * Peds * NB Righ� EB Right SB R�.ght WB Right Greer] 22 . OA Greert 27. QA Yellow/AR 5.0 Ye1.�.ow/AR 6.0 Cycle Leng�h: 64 secs Phase combination ord�r: #1 #5 • zn�ersection Per�armance 5ummary Lane Group: Ad� Sat v/c g/C Approach; Mvmrs Cap F�.ow Ra�io Ratio Delay LOS Delay LOS EB LTR 594 1486 0.049 0.400 7.1 B 7.1 B WB LTR 4'79 1198 0.2�5 4.400 7.8 B 7.8 B NB LTR 1414 2629 0.426 4.500 6.3 S 6.3 B SB LTR �.36X 2722 0.52'1 0.5�0 6.9 B 6.9 B InCersection D�lay � 6.7 sec/veh �ntersec�ion LOS = B Loat Time/Cycle, L� 6.0 sec Cri�ical v/c{xy = 0.406 �•9y - .�,. . . � . . .. . . _ � i . .. t� � �_.: � HCM; SIGNALrZfiD YNTERS�CTZON SUMMARY Version 2.4e 01-06-1996 DKS ASSOCIATES '�".'''��C.��C 'i-."L'.�:�C�C�"�"3�C��L7S��:iY�L'��LZ=�.3��:1W�....^.�C.wC'L"G".5�� Stree�s: (E-W} vder 50/Causeway Blv tN-S) Mandalay Avenue Analyet: BCJ F31,e Name: MNP6dA2D.HC9 Area 'Type: Other 1�6�98 Weekday Cornment: Cleanaater seacla Tra��ic study�-/�!{�r,�dfr'v� f�l __-�=�_________________�_��_��_��-��___��..�___--_..�.� IEa�atbound � We��bound I Nor�hbound I Southbound L T R L T R L T R L T R No . Lane�a 0 0 0 Volume� PHF or PK1� , Lane W { f t ) Grade � Heavy Veh Parking Bus Stopa Con. Peds 2aQ Ped $utton Arr Type RTQR VO1s LoBt Time Prop. Share Prop. prot. Phase Combination 1 2 2 1 1 830 55 460 0.90 0.90 0.90� 12.0 ].1.0 �.1.0' � 2 2 2 N N 0 ' 2D0 (Yf N) Y �.8 . 0 � 3 3 3 0 3,4Q 3.04 3.00 37 Signal Operati� 3 4 EB Left Thru R3.ght Peds WB LeEt * Thru * Right * Qeds * NB Ra.gh� * SB Right � Green 41.OA Ye�.low/AR 6.0 Cycle Length: 100 secs Phase combinat: � � �nterseCtion Per�orr Lane Group: Ad� Sa� v/c 1 1. 2 20 260 98D 0.9U 0.90�0.90 �.1.0 11.4 �.2.0, 0 2 z 2 N N 0 , 200 {Y/N) Y 2�..0 s 3 3 3 a 3.Q0 3.00 3.00 56 �ns 5 2 1 � 0 490 24S �.5 0.90 0.90 Q.90 1.l , Q �.l . D 0 z a 2 N Y za 0 aao {y/N) Y 21.0 , 3 3 ' 0 �3.00 3.OQ 3.00 6 7 8 NB Lefct * Thru * Right * Peds * SS Le£t * Thru * * Right * * Peds * * EB Righ� WS Righ� * Green 20.OA 2�..OA Yel�.o�v/AR 6.0 6.0 Lon order: #1� #5 #5 nance Summary g/C Approach: Mvmte Cap F1ow Ratiio Rata,o Delay 'LpS Delay LOS WB L 1238 2812 Q. 768 0.�440 17 .4 C 1.3 . 0 B T 793 1$O1 0.077 0.440 10.5 B R 952 1359 0.537 0.700 5.J. B NB L 17'S 730 0.126 0.240 ].9.3 C 9.2 S T 432 180� 0.670 0.244 25.0 C R 1996 2812 0.617 0.7�.0 5.3 B SB L 787 342�. 0.71.1 0.230 25.0 C 20.0 C TR 71Q 1424 0,407 0.500 ].0.� 8 ZnterBecta.on Delay = 13.0 sec/veh Intersectzon L�S � B Lost Ta.me/Cy�le, L= 9.0 sec Cri�ical v/c(xj = 0,728 �rq�'�' �� wJ � HCM: SIGN'ALTZFsD ZNTFRSBCT20N SUMMARY Ver�i.on 2.4e Q1-06-1998 DKS ASSOCTATES ��aa=a��.r....r��-ar-sa�« ..............��.r_..»,_«.: x=a==-�c.:.r.rwrc�-�aa======-°=__-- Streets: (fi-W) Pier 60/Causeway Blv tN-S) Mandalay Avenue Analyst; BCJ Fi1,e Name: MNP60A2E.HC9 Area Type: OCher 1-6-98 Weekend Comment : Clearwatier Beach Traf �ic Stiudy._ �}�terna �,'vG A� �W�W��.�-��_____��__�_��__�_=�_�=r�..�.��______��__��_��..�_��-�___ �Eas�bound � Westbound � Northi�ound � Sou�hbound L T R L T R L T R L T R No. Lanes Volume� PHF or PKl5 Lane W {�t} Grade � Heavy Veh Parka.ng $us 5�ops Con. Peds Ped Button Arr Type RTOR Vols LOSt TiYne prop. Share Prop. Pro�. Phase Combi a a o 200 nation 1 2 ---- ---- -�- � 2 1 1 i 950 85 365� 0.90 D.90 0.9U� 12.0 11.0 11.0' Q I ' 2 2 2! ��N N ' � ' I 0 ' 200: (y/N} Y 18.0 �� 3 3 3 0 3. DO 3. UO 3. OU 34 S�.gna1. Operata.< 3 4 �. 1 2 20 260 1225 0.90 0.90 0.90 1�..0 �.1.0 12.0 0 2 Z 2 N N 0 200 {Y/N} Y 2x.0 s 3 3 3 0 3.00 3.OQ 3.00 C7 �ns 5 FB Le�t NS Le�t * Thru Thru * Right Right * Peds Peds � WB Lef� * SB L�f� * Thru * Thru * * Right * Ri.gh� * * Peds * Peds * +� NB Ri,ght * EB Right 5B Right WB Ra.ght * Green 42.9A Green �.6.1A 21..OA Yellow/AR 6.fl Yellow/AR 6.0 6.0 Cycle Length: 100 secs Phase combination order: #�. #5 #G -------------------------------------------,...............�..,........---------�---- �n�erseation Per�ormance Summary Lane Group: Ad] Sat v/c g/C Approach: Mvmts Cap Flow Ratiio Ra�io Delay LOS De1.ay L�S WS L 1290 2812 0.843 0.459 19.2 C �.4.8 S T 826 1801 D.114 0.459 10.0 B R 952 ].359 0.4�7 0.700 4.3 A NB L �.52 633 fl.145 0.240 19.4 C 9.� B T 432 18D1 0.6'70 0.24Q 25.0 C R 2048 2812 0.'751 0.729 6.4 B SB L 724 3421 0.665 0.211 25.0 C x9.6 C TR 674 1400 0.503 D.�481 12.0 B �n�eraec�ion Delay � 13.�4 sec/veh Tntersection LOS = B Loat Time/Cyc�.e, L w 9. 0 sec Cri�ica]. v/c (x) � 0, 756 � w w w w w w �r � � � � � � � � � r � � w � M �+ w w w w w rr w w r r r r � .. .. � � � � � .. � w .-. w r rr r r r .. � � � � � � � � � � � � � � � � 2 1 � U 420 270 35 0.9U 0.90 p.90 11.0 11.0 0 2 2 2 N Y 2U 0 200 (Y/N) Y ai.a 3 3 0 3.00 3.00 3.00 6 7 8 �-9� �� HCM; SZGNAL�ZSD YNTERS�CTION SU'N�iARY Vereion 2.�e 0�-06-�998 DKS ASSOC�ATES ��_______=-_��W��_��W�=____________________��_��_-_____________- 5�reet�: (E-Wj Pier 60/Causeway B1v (N�5) Poin�et�ia Street Analyst: BCJ F��e Name: PNP60A2D.HC9 Area Type: Other �-6-98 Weekday Comment : Cleaxwater Beach Tra��ic s�udy --/�f{�rn 2tiv� A� _��...��_�_________________��_�-_-________�_��_�W�_��_��_ _-_ I L EasTbounR I LWeg�ToundR ! LNorthbounR~~I LSout �ounR i I No. Lanes I Voaumes � PHF or PIC15I Lane W {ft) ', Grade � Heavy veh Parking gus Stop� Con. Peds P�d Button Arr Type RTOR VOls Lost Time Prop. Share Prop. Prot. Phase Co�bi 1 2 � 0 40 1390 35 0.90 �.90 0.90 i�.o a�x.a a z a z N N 0 5a �YINi Y �.$ . 0 s 3 3 U 3.U0 3.00 3.00 I nStion 1 2 1 2 1 40 12&0 95 0.90 0.90 0.90 ix.a a.x.o �.�..o 0 2 2 2 N N O�i 50I �' (Y/N} Y �.8 . 0 � � � 3 3 3 0 3.�0 3.00 3.D0 Signal Operatic 3 4 ., i EB Le�t * Thru * Right * ' P�ds * WS Left * Thru * Right * Peds * NB Right 5B Right Green 72.OP Yellow/AR 5.0 'i Cycle Length: 104 secs Phase combznat: ^ � � � � � � � � � � � � � � � � � � � � � � � � � � � T � .. � .. � .. � � . �nte�secta.on Perforr � 1,.��,:.......:..: 1 1 < p 30 10 30 0.90 0.9U 0.90 11.0 11.0 �� 0 I z a a' N N 0 �o {Y/N} Y 21.0 s. 3 3 a � 3.00 3.0� 3.00 , � �iiu 5 1 1 < 0 l45 20 35 0,90 Q.90 0.90 11.0 11.0 a 2 2 2 N N 0 50 (Y/N) Y 2]..0 3 3 0 3.00 3.00 3.00 6 7 8 NB L�it * Thru � Right � Peds * SB Lef� * Thru * Righti * Peds * ES Right WB Ra.ght Green �.8.OA Ye�.3.ow/AR 5 . a ,on ord�r: #1 #5 . �ance Summaxy Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap F1ow Ra�io Ra�io De1ay LOS Delay LOS EB L 102 138 0.434 0.740 5.0 A 4.4 A TR 2654 3586 0.626 0.740 4.4 A WB L 95 128 0.465 0.740 S.9 B 3.8 A T 2665 3601 0.552 0.740 3.9 A R 1101 1488 0.096 Q.'140 2.4 A NB L 289 1443 0.114 0.200 �1.2 C 2�..2 C TR 313 1566 0.140 Q.200 21..3 C SB L 342 1509 0.533 0.200 2�.6 C 23.7 C TR 320 1501 0.191 4.200 21.5 C zn�ersection Delay = 5.7 sec/veh zntersection LOS = B LosC Time/Cyc1e, L= 6.0 sec Critiical v/c{x} = 0.607 --------......_------------------------------------------------------------ 'a-97 �1 f � � `� HCM: STGNALIZED �NTgRSECTION SUMM.�,RY Version �.�4e O��p6-�.gg8 DK5 ASSOCIATFsS �====�W�_��_=�=_=====W�W===WW=��=.�_��_ �--��___�__��--__��-____ Streets: ($-W) Pier 60/Causeway B1.v {N�Sj Poinsettia S�reet Analyst: HCJ � File Name; PNP60A2$.HC9 Area Type: Other 1�-6-98 Weekend Comment: CleaYwa�er Beach Tra�fic G�udy-- /��tn�'�i„� �%j x=�-�=c=== ��......==�==°�a=-===-=-==----=c�c...�x�-....-...._...-=__�__....._._...�ti�..,.�or.. ^� Sas�bound � Westbound I Nor�hbound � Sou�hbound L T R L T R L T R L T R No. Lanes Voiumes PHF or PKlS Lane W {�t) Grade � Heavy veh Parkzng Bus Stops Con, Peds Ped Button Arr Type RT�R Vols Uost T�.me prop. Share Prop. Prot. Piias� Comba. 1 2 < Q 45 z585 15; �.9Q �.90 0.90 �.�..0 11.0 0 2 2 2� N N 0 5Q iY/N) Y a.s . o s � 3 3 0 3. 00 3. 00 3.�0 � nation 1 2 1 2 1 zs ia�o �� 0.9Q 0.90 0,9{� 11.0 11.4 �.1.0 U 2 2 2 N N 50 (Y/N) Y 18.0 s 3 3 3 0 3.00 3.00 3.aa SignaZ Operata.c 3 4 1 1 C O � 5 20 40 j0.90 0.90 0.90 11.Q 11.0 0 2 2 2 N N I 0 � 5Q (Y/N) Y 21.0 e , 3 3 � � �3.00 3.00 3.00 �ns ' 5 EB Left * NB Le�t * Thru * Thru * Right * Righ� * Pede * Peds * WB Left * SS Le�� * Thx'u * Thru * Ri�ht * Right * Peds * Peds * NB Right ES Right SB Righ�t WS Right Green 72.OP Green �.B.OA Yellvw/AR 5.0 Yel.low/AR �.0 Cycle Length: 1.00 secs Phase combi.nation arder: #1 #5 Intersection Pez�ormance 5ummary Lane Group: Adj Sati v/c g/C Approach: Mvmts Cap Flaw Ratio Rario Delay LOS Delay LOS EB L 97 x32 0.513 D.740 '1.2 B 5.2 B TR 2663, 3595 0.702 0.740 5.1. B WS L B5 x15 0.330 0.74D 3.'1 A 4.1 A T 266� 360�. 0.60U Q.740 4.2 A R 11.01 1488 0. 475 D. 7�40 2. 3 A NB L 292 1462 0.02x 0.200 20.8 C 21.5 C TR. 318� �592 0.207 D.ZOD 21.� C SB L 284 1.42x 0.33�. D.200 22.4 C 22.0 C TR 329 �.644 0.170 0.200 21.4 C Intersecta.on Delay = 5.7 sec/veh In�ersecr�,on LOS � B Lost Time/Cyc�e, L= 6.0 sec Cx�itical v/c(x) = 0.623 1 �. � 4 8� 25 25 0.90 U.94 0.90 ].1. Q �. �. . 0 0 2 � 2 N N � 50 , (Y/N} Y 27. . Q ' 3 3 0 I3.04 3.00 3.00 6 7 8 �rq� T� �' \ � _.,� �� HCM: S�GNAL�ZED �NTERSECTZON SUAfMARY Versa.on 2.9e 01-06-1998 DKS AS84CxATES ....^��aa==o�==o=a====ac.�r:��= :cacrs==�=a=a�c=====o===�.^_=====nr�c=��.:�:�� 5treet�: (F-W} Baymon� SGreet (N-S} Mandalay Avenue Analyg� ; SCJ File P�ame : MAN]3YA3E . HC9 Area Type : QCher �.� � �$ wee}�gnd Commen� : Clearwa�er Beach Traf �3.c Study� - �`Prnaf�VG AZ ___W��w _��___--____��-�___��_��--��-__�_��_�___��________ Eastbound Wes�bound Northbound Sou�hbound L T R L T R L T R L T R No . Lane s 0 ��. c D. Volumes 5 5 �.5 PHF or PKl5 0.90 0.90 0.90 Lane W( f t) 13 . 0 Grade U � Heavy Veh 2 2 2 Park�.ng N N Bue Stops 0, Con. Peds 50I Ped Button �Y/N? N Arr Type 3 RTOR Vo�.s 0 Loet Ta.me 3.00 3.00 3.00 Prop. Share Prop. Prot. Phase Combi.nation 1 2 0 � 1 1 20 15 255 0.90 0.90 0.90 �.2.4 Z2.0 a 4 6 G N N 54 (Y/N} N 3 3 0 3.00 3.00 3.00 S�.gna�. Operatx� 3 4 0 � 1 � 4 �.5 295 25 0.90 0.90 0.94 ].2 . (? 0 2 2 2 N Y 20 0 SO (Y/N) N 3 U 3.00 3.00 3.fl0 �ns 5 0 � 2 c 0 4D 570 5 0.90 0.90 0.90 �i.a a 2 2 2 'N Y zo I 0 ' �a (Y%N) N , 3 0 3.00 3.00 3.40 G 7 B FB Left * NB Lett * Th7ru * Thru * Right * Right * Peds * Peds * WB Le�t * SB Le�� * Thru * Thru * Right * Right * Peds * Peds * NB Right EB Rzght SB Right WB Ra.ght Green 22.OA Green 27.OA Yellow/AR 5.0 � Yellow/AR 5.0 Cyc1e Length: fi 0 secs Phase comba.nat�.on order: #1 #5 Tntersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap F�.ow Ratio Ratio Delay LOS Delay LOS � � � � � �. � � � � � � � r � � « w w w w r r � � � � � � � r � � r .. � w w� .� J•� � gB LTR 6].0 1526 U.048 0.40Q 7.1 H 7.1 B WB LT 707 1768 0.055 0.40U 7.�. B 8.7 B R 616 1a39 0.46Q 0.400 8.9 B NB LTR 612 1223 0.510 0.500 8.3 B 8.3 B SB LTR 1399 2797 0.513 a.500 5.8 B 6.8 B �n�ersection Delay = 7.6 aec/veh Tn�ersec�ion LOS = B Losr Time/Cycle, L= 6.0 s�c Crx�ical v/c(xl � U.5�43 �-q9 r• � .� _. � ,� IiCM: S�GNALIZED INTERSECT�4N SUMMARY Version 2.9e 01-06-�998 DKS A550CIATfiS ��-x==aoa=�s�=�xoc==a==.��:«»�ex�.��...n.::.r�.:�._�« �a===�=o= :�_=_---------�...-- 5treets: (�-W} Baymont street (N-S) MandaJ.ay Avenue Ana1.y�5t : BCJ File Name : MANSYA3D . HC9 Area Type: O�her 1-s-98 Weekday Comment : C�.earwater Beach Tra��ic S�udy-, /�ttrrr,a�-�� AZ ____��__________________��_��..�.� _��__ �_��_�_____________=____�_�� astbound I WesCbound I Nor�hbound I 5outhbound L T R L T R L T R L T R No. Lanes Vol.umes PHF or PKlS Lane W {�t) Grade � Heavy veh parking Bus Staps Con. PedB Ped Sutton Arr Type RTOR VOls Lost TimB Frop. Share Prop. Pror. Phase Combi ---- -___ _.... , 0 � �. ¢ 0 '� 5 S 15' Q.90 0.90 0.9q i�.o 0 2 2 2 N N 0 5q {Y/N? Y 19.0 � 3 , 0 3.00 3.00 3.00 nation 1 2 0 > 1 1 2Q 15 350 Q.90 0.90 d.90 12.0 12.4 0 2 2 2 N N 0 I 5� (Y/Ny Y 7.9.0 s 3 3 0 3.00 3.00 3.00 Signal. Operati� 3 4 0 > � ¢ 0 3p 230 �0 0.90 0.90 0.90 �z.o 0 2 2 2 N Y 2p 0 50 � (Y/N) Y 22. 0 � � 3 0 3.00 3.00 3.00 ans 5 FB Left * NB Le�� * Thru * Thru � Right * Right * � Peds * Peds * WB Le�t * SB Left * Thru * '�'hru * Right * Right * Peds * P�dg * NB Ra.ght EB Right SB Right ws Right Green 22.OA � Green 27.OA Yel�.ow/AR 5.0 Ye11ow/AR 6.0 Cyc�.e Leng�h: 60 Beca Phase Combina�ion order: #1 #5 -----_--�_w-------------------�....,..w_w„__--------------------------------- Intersection Per�ormance Surtmary Lane Group: Adj Sat v/c g/C Approach: Mvm�s Cap F�.ow Ra�io RaGa.o De].ay LOS De1ay LOS _»___ ---- -__..»�.» _---- ----- ----- --- -_--__ x..� FsB LTR 510 �.526 0.048 0.400 7.7. B 7.l B WB LT 707 17�8 0.055 0.400 7.1 B �.0.5 8 R 6].6 1539 4,532 0.400 10.8 B NB LTR. 532 �.fl6�4 4.626 0.500 8.7 B 8.7 B SS LTR 1420 2841 g.538 a.500 7.0 B 7.� B Intersection Delay = 8.3 sea/veh �ntersection LOS = B Lost Time/Cycle, �, = 5.0 �ec Critical v/c(x) = D.628 � ..__ _--- ---- i Q > 2 c 0 � 0 610 5 0,9Q 0,94 0.90 ia. . o � 2 2 2 N Y 20 0 SO (Y/N) Y 22.0 3 0 3.04 3.00 3.00 � 7 S t �� ) �J HCM; S�GNALIZED TNTSRSECT�ON SUN�iARY Version 2.�� 0�-06-1998 DKS ASSOC��ATES �_��=====o=a��ca=n�a=aa=o=�=Q��=n�o=oc==a=��M�=c�a°=======--W�W� Street�: (E-W) Pier 60/Cau�eway Bvd (N-9y Mandalay Avenue Ana�y�t: BCJ F�le Name: NII�TP60A3D.HC9 Area Type; Other �-6-96 Weekday Commen�: Clearwater Beach Traffic Study--Alterna�ive A,'� ��C��.��=��=�C�ZL��R��..�........ .......................�.. w....��.��.��..�� I L EasTbounR I LWestToundR j LNor�hbounR I~LSou�hbounR � No . Lanea 0 0 Q 2 �. 1 1 I. 2 2 1 � 0 Volumes 830 55 230 20 260 980 490 245 x5 PHF or PK15 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Lane W(ft} 12.0 11.Q 11.0 11.0 11.0 12.0 11.0 11.Q Grade 0 0 0 'k Heavy Veh 2 2 2 2 2 2 2 2 2 Park�.ng N N N N N Y 2 0 Bus Stops 0 0 0 Con. Peds 200 200 240 200 Ped Button (Y/N) Y 18.D s{Y/Nj Y 21.0 s(Y/N} Y 21.0 Arr 3'ype 3 3 3 3 3 3 3 3 RTOR Vols 0 0 0 Los� Time 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.OQ Prop. Share Prop. Prot. 37 65 -�--------------------------------=------------------------------------- Signal Operatzons � Phase Combina�ion �. 2 3 4' 5 6 7 8 $B Le£t NB Lett * Thru Thru * Right Right * ' Peds Peds * WS Lef t * SB Lef� * Thru * Thru * * R3.gh� * Rxgh� * * Peds * Peds * * NS Righ� * EB Right SB Righ� WB Ra.ght * Green 41.OA Green 20.QA 2�..OA Yellow/AR 6.0 Yel.low/AR 6.Q 6.0 Cyc1e Length: 100 secs Pha�e cotnbination order: #1 #5 #6 znterseCtion P�r�onmance SuRUnary Lane Gxoup: Adj Sat v/c g/C Approach: Mvmts Cap F1ow Ratio Ra�io De1ay L05 Delay LOS WB L 123$ 2812 0,76$ 0.440 17.4 C 14.3 B T 793 �.801 D.077 0.440 1p.5 B R 952 �.3�9 0.269 0.700 3.6 A NB L Z75 73D Q.126 0.2�0 19.3 C 9.2 B T �32 1.801 0.670 0.240 25.0 C R 1996 28�.2 0.6Z7 0.7].0 5.3 B SB L 787 3�21 0.711 0.230 25.0 C 2q.0 C TR 7�.0 �.�20 4.�4Q7 0.500 �,0.4 B Intersecta.on Delay = �.3 ,� sec/veh Tn�ersection LOS = B Los� Time/Cycle, L= 9.0 sec Cri�ical, v/ctxy � 0.728 �- 1�� r "'� f ,.1 � m HCM: SxGNALrZED TNTERSfiCTZON SUMMARY Version 2.4e q�.-p6-1998 DKS ASSOCYATES =o�r��..^..=r«��r�Y.;��=��a==.��acr«�Wa: ��^��.»Ma-��.-,-c��=�a�=-=�Tr�tt�,._ Stree�e: (E-W) Pier 60/Causeway Svd {N-Sy Mandalay Avenue Analyst: BCJ Fi1e Name: NII�TP6DA3E.HC9 Area Type: O�her 1-6�98 We�kend Comment: Clearwater Beach Tra�f�.c Study--Al�ernative A�. a=��-c=====---=======r..��.__...._ax��-^.-_-��-r.._��_...��-�---=°___-__=__=--- � L Ta�T ounR I LWegtToundR � LNorthbounR � LSouthbounR No. Lanes vvlum�a PHF or PIC1� Lane w ( f t ) Grade � Heavy Veh Parking Bus Stops Con. Peds Ped Button Arr Type RT4R Vols Lost Time Prop. Sharp Prop. Pro�. Phase Comb3 0 0 0 zoo na�ion 1 2 z x. a. 950 85 �.85 , 0.90 0.90 0.94I lz.o il,o a�i.o' 0 z � z N N 0 2fl� ('Y/N} Y 1.8 . Q s 3 3 3 � p '3.OU 3.40 3.00 23 Signa]. Dpera�ii 3 � i i z �0 26� 1225 0.9a D.90 4.90 1�..Q �.l.q 12.0 0 2 2 2 N N 0 200 {Y�N) Y 21.0 S 3 3 3 0 3.00 3.00 3.00 74 7ns 5 BB Left NB LefG * Thru Thru * Ra.ght Right * Peds Peds * WB Lef� * 5B Left * Thru * Thru * * Right � * Right * * Peds * Peds * * NS Right * EB Ra.ght SB RighC WB Right * Green 46.OA Green 16.OA 20.OA Yellow/AR 6.0 Yellow/AR 6.4 6.0 Cycle Length: �.Ofl secg Phase comba.nation order: #1 #�5 #6 ^ Tntiersecta.on Per�ormance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmt� Cap Flow Ratio RaCio Delay LOS Delay LOS WB L 1378 �81� 0.790 0.494 15.9 C 13.6 B • T 882 �.8A1 4.1Q7 0.�90 8.5 B R 965 �.359 0.213 0.71U 3.2 A NB L 1.�6 633 0.153. 0.23Q 19.9 C 8.8 B T ��.�4 iaos 0.698 0.230 26.3 D R 2109 2812 0.729 0.750 5.4 B 5B L 650 3421 0. 740 0.�.90 2'7 . 8 D 2�. . 9 C TR 630 1�40 0.538 0.�50 13.& B �nters�c�ion De�.ay =�.3.x sec/v�h InterseCti.on LOS = S Lost Ta.me/Cycl.e� L= 9.0 sec CritiicaZ v/c(x? .= 0.756 _..........-----------------w_-_w�__--_-------------__�__-------------------- � �, < a �zo z�n �s 0.9Q 0.90 0.90 11.0 11.0 0 2 2 2 N Y �0 Q zaa {Y/N) Y 21.0 � 3 3 0 3.00 3.00 3.00 b 7 $ ��V� ..--.,, �kti . -;, ,�J HCM: S�GNALiZED �Nri�ERSECTION SUNII�IARY Version 2.4e 01-06-1998 DKS ASSOC�ATES ca�t:a:M�==�aa��aic�.W�o��cs: ��.^��_��.^___====�a�c:�=a=�s=c�.��c��-�===�= Str�etB: (E-�W) Pier 54/Causeway Bvd (N-S? poinse��ia S�reet Analyst: BCJ Fa.le Name; PNP60A3D.HC9 Area Type: O�her x-6�96 Weekday Comment: Cleax�va�er Heach Tra�f�.c Study--Alternative A Z =a��...�a=a==�.^.r_..r._.�=a--c��a�a�a=o===_.��-_- --�-._-�-a__» ._. ...-.�.-�--.,_=__= Eastbound Westbound � Nor�hbound ~ ~ Southbound L T R L T R L T R L T R No. Lanes 1 2� q Volumes 44 1390 35 PHF Or PK15 0.90 0.90 0.9Q Lan� W (�t) 11.0 11.0 Grade 0 � Heavy Veh 2 2 2 Parking N N sus Stops 0 Con. Peds 50 Ped Button (Y/N} Y 1.8.0 s Arr Type 3 3 RTOR 'Vo 1 s 0 Lost T�.me 3.00 3.q0 3.00 Prop. Share Prop. Prot. Phase Combinati.on 1 2 1 2 1 40 �.03Q 325 0.90 4.90 0.90 11,Q 11.0 11.0 0 2 2 '2 N N 4 50 (Y/N) Y 16.0 s 3 3 3 0 ,3,00 3.00 3.40 5ignal operati� 3 4 1 1 c 0 34 �.Q 30 ,0.90 0.9� 0,90� �11.0 11.0 0 2 2 2, iN N 0 50 (Y/N) Y 21.0 s; 3 3 0 3.00 3.00 3.00 I yns 5 1 1 c 0 , 1�k5 20 3 0.9D 0.9a 0.90 11..0 11.Q Q 2 � 2 N N 0 50 { Y/N) Y � �. . Q 3 3 0 3.00 3.OQ 3.00 6 7 8 EB Left * NB Left * Thru * Thru * Right � * Righ� * Ped� * Peds * WB Le�t * SB Left * Thri1 * Thn1 * R�.gIat * Righ� * Peds * Peds * NB Ra.ght FB Right SB Right WB Right Green 72.OP Green 16.OA Yellow/AR 5.0 Yellow/x1R 5.0 Cycle Length; 140 sec� Phase comba.nation order: ##1 #5 Intersection Per�ormance Summary Lane Group: Ad� 5at v/c g/C Approach: Mvmts rCap �-F1.ow� Rata.o Ra�io Delay L�S Delay LOS EB L ill 150 0.397 0.740 4.3 A �#.4 A TR 2654 3586 0.626 0.740 �.4 A WB L 95 �.28 0.965 0.740 5,9 B 3.3 A T 2665 3601 0. �#5�. 0.740 3.4 A R 1101 ],�88 0.328 0.740 2.9 A NB �, 289 1�443 4,�.14 0.200 21.2 C 2�..2 C TR 313 1.566 0.14U 0.200 21.3 C SB L 302 1509 0.533 0.200 24.6 C 23.7 C TR 320 16Q1 Q.191. Q.200 21.5 C zntersec�ion De1ay = 5.5 sec/veh rnrersecra,on L05 = B Lost TimefCycle, L= 6.0 sec CriGical vfc(x} � q.607 ----,---�-�-----------,....__-�--------------..__,._....---------_�..------------- �3- � 43 � � .+ '� 3 ,j � HCM: SIGNAI,XZED xNTERSECTZ4N SUNII�+II�1RY Vexsion 2.4e 0�.-06-�998 DKS ASSOCIAT�S �.-a��...�==z��==-�r�_s=��=�a��s:====�=��mc��...._._.......�-��...�a��==-______ 5�reete: (�-W) Pier 60/Causeway Svd {N-Sy Po3.neettia Stree� Analyst: HCJ Fi].e Name: PNP60A3E.HC9 Area �rpe: Orher �-6-98 We�kend Comm�nt: Clea�water Heach Tra��ic 5tudy-�-A].ternatzve A1 .��.'w[�ti�3��l��.....WL"��..-.�,.-.�....�^.C��..........��-.....-. ��...��.�.�� ...............�.�.....r��C.'^-. Eaetbound We��bound Northbound Svu�hbound I L T R I L T R� L T R� L T R No. Lanes Volumes PHF vr PK15 Lane W (�t) Grade �k Heavy Veh Parking Sue Stops Con. Pede Ped Sutton Arr ',�rpe RT�R Vo 1. s Lost Time Prop. Share Prop, prot. Phaae Combz 1 z � o 45 �.585 �.5 0.90 a.90 �.90 11.0 11.0 0 z a z N N 0 50 (Y/N) Y �.8 , 0 s 3 3 0 3.Q0 3.00 3.00 na�ion 1 2 �. z i 25 �.190 255 Q.90 D.90 0.90 1�.0 �.l.Q 11..0 a 2 z 2 N N 0 , 50 I (Y/N) Y �.8.0 � , 3 3 3 ' 0 3.OQ 3.Q0 3.00 Sa.gna]. Operat�.c 3 4 1 1 c 0 5 20 40 '0.9� Q.90 0.90 11.0 11.0 0 � a 2 z �N N 0 , 50 'I (Y/N) Y 21. D i5 3 3 d �3.d0 3.00 3.00 I�ns------------� 5 EB Left * NB Le�t * Thxu * Thru * Right * Right � Peds * Peds * WS Le�t * SB Left * Thr� * Thru * Ri.gh� * Right * Peds * Peds * NB Ra.gh� EB Right SB Right WB Right Green 72.OP Green �.8.4A Yellow/AR S.0 YeZ].ow/AR 5.0 Cycle Length: 100 secs Phaee comba.nat3.on order: #1 #5 Tnters�cGion Per�ormance Sumr�tary Lane Group: Ad] Sat v/c g/C Approach: Mvmts Cap F1ow Rati.o Ra�io Delay LOS Delay LOS ----- ---- ------- ------ ----- ----- --- ----- �-- EB L 1U5 142 O.�k75 4.740 5.9 B 5.2 B TR 2C61 3595 0.7Q2 0.740 5.�. B WS L 85 1�5 p.330 0.740 3.7 A 3.5 A T 2665 360�. 0.52�. 0.740 3.7 A R 114�. �.9�8ii 0.257 0.740 2.7 A NB L 292 1�k62 0. 021 0.200 �20 .$ C 2�. . 5 C � 3i8 �.s92 a.zo7 a,zoo 2�.s c SB L 284 3.�21 Q.331 0.200 22.4 C 22.0 C TR 329 �.5�k4 a.17Q 0. 200 21.4 C xnGersec�ion De1ay - 5.4.sec/veh �n�ersectiari LOS � B Lost Tim�/Cyc].e, L= 6. 0 sec Crit�.cal v/c (x} = 0. 623 � 1 �. < 0 85 25 25 Q.90 0.90 0.9a 11.0 �.1.0 a 2 2 2 N N 0 50 (Y/N} Y 2].. Q 3 3 0 �.oa �.oa �.oa b 7 8 �•1�4 � 1 � HCM: STGNALiZED TNTER3fiCT�ON SUNA�RY Veraion 2.ge 01-05-1998 DKS A�50C�1�1TES �_�_��cM��_�_�_-��=_=�____________��___=__ 5treete: �8-�W} Saymont Stree� (N-Sj Mandalay Avenu� Analyst : SCJ k�3.1.e Name : MNBAYA4D . HC9 Area Type: Other 1.-6-98 Weekday Comment: Clearwater Beach Tra�fic 5tudy--Al.ternative A3 �=o=azc�a�.�:��.�._.�-==aca��W��._.-=a==c=c=o====�==�.-c.�...��=�...�_=�o_==ca=c= Eastbound Westbound Nor�hbound Sou�hbound � L T R � L T R I L T R � L T R I No. Lanes ' volumes PHF or PK15 Lane W (�t) Grade � Heavy Veh Parking Sus Stops Con. Peds Ped But�on Arr� Type RTOR Vols Lost Time Prop. Share Prop. Prot. Phase Combi. 0 > 1 c 0 5 5 15 0.90 0.90 Q.9U 13.0 � � i 2 z z N N 0 �a (Y/N? Y 19.0 s 3 Q 3.00 3.00 3.40 nat.�on 7. 2 0 � l 1 30 �k5 �a80 0.90 0.90 d.90 12.0 12.0 d z z 2 N N 0 5D (Y/N) Y 19.0 s ' 3 3 0 3.00 3.00 3.00 55 --------�-------� Signal Operati� 3 4 fl 0 0 � SO ans S EB Left * NS Left Thru * Thru Right * Right Peds * Peds WB Le�t * SB Left * Thru * Thru * Right * R�.ght * Peds * Peds * NB Right EB Rzght SB Right WB Ra.ght * Green 22.OA Green 2'7.OA Yellow/AR 5.0 Yellow/AR 6.0 � Cyc1e Lengtih: 60 secs Phase combination ozder: #1 #5 �n�ersecta.on PerEormance Summary Lane Group: Ad� Sat v/c g/C Approach: Mvmt� Cap F�.ow itatio Ratio Delay L4S De1ay L05 EB LTR ` �602 �5Q4 O.Q48 4.�QQ 7.1 S "7.1 B WB LT 714 �.784 0.116 0.400 '7.3 B 0.9 A R 1539 �5�9 0.418 1.Q00 0.�. A 5B LTR 16].2 3223 0.475 O.S40 6.S B 6.5 B rntersection Delay � 3.9 sec/veh zntersec�ion LOS = A Lost Time/Cyc1e, L= 4.0 sec Crita.cal v/c(xy � 0.418 Q > 2 < Q �.5 635 5 a,so o.so o.�o 11.0 0 2 2 2 'N Y 20 a sa tY/N) Y 22.0 3 U 3.00 3.00 3.00 6 7 8 a- 1oS � •S ...�=' L� HCM: SIQNALiZ�D �NTERS�CT�QN SUMMARY Version 2.�e 01-05-�998 �KS ASSOCIATBS o=c��=a��tta=��a«�w�wW��c=��s=c��c=��=a�c==c��n��c==�n�� 5treets: {��W) Baymont SGree�� {N-S} Mandalay Avenue Analy�t: Fi�e Name: MNSAYA�E.HC9 �rea Type: O�her 1-6-98 Weekend Comment: ClearwaCer Beach Traf�ic S�udy�-Al�ernat�ve A� C�=L"��CCC'...':.�..�Y�"�C.�L".::�.�`.3� .C^."..Y�t! -7"'..�.."S:2C�CCY�.�.......--. ��.......-....�...3^:S'I. ��.�:.... �C��....«..�C�....��.�� 4 L FasT ounR � LWestTOUndR ~} LNorGhbounR ~� LSduthi�ounR � No. Lanes 0 y 1 � U Volumes 5 5 15 PHF or PK15 0.90 0.94 0.90 Lane W (�t) 13.0 Grade 0 � Heavy Veh 2 2 2 Parking N N $us Stops 0, Con. Peds 501 Ped Button fY/N) Y 19.� s� Arr �rpe 3 RTOR Vol.s 0 Loe� Time 3.0� 3.04 3.00 prop. Share , Prop. Prot. Phase Comb�.nation �. 2 0 � 1 1 20 30 55Q o.so o.so a.�o 12.0 12.0 0• 2 2 2 N N 0 54 (Y/N) Y 19.0 6 � 0 3.Oq 3.00 3.00 i 55 Siqnal Operati� 3 4 �B Lef t * Thru * Right * Qed� . * WB Le�� * Thru ' * Right * Peds * I NB RigY�t I SB Right I Green 2�.OA Yellow/AR 5.0 Cycle Length: 60 �ecs Phase combina�: InCersection Per�ox� Lane Group: Ad� SaC v/c Mvm�s Cap F1.ow RaGio ] 0 0 0 � ! 50 3ns 5 p � 2 < d 20 59p 5 a.sa v.so o.�o i�. , o � 2 2 2 N Y 20 4 SO {Y%N) Y 22.0 , 3 0 �.oa �.00 �.ao 6 7 8 NB Lef� Thru R�,ght Ped� SB Left * Thru * Right * Peds * EB Right WB Right * Green 27.OA Ye�.�.ow/AR 6.0 :on order: #1 #� nance Summaxy g/C Approach: ta�io De].ay LOS De1ay LOS ES LTR 607 i�is O.D4$ Q.400 7.�. S 7.1 B WB LT 7�.8 1794 0.077 0.400 7.2 B 0.7 � A R 1.539 1539 0.397 1.000 0.1 A SB LTR 16Q9 3218 0.446 0.500 G.4 H 6,� S Intersection Delay � 3.7 sec/veh �n�ersection LOS = A Lvs� Time/Cycle, L= 0.0 sec Critical v/c{x) = 0.397 '$-10I� ��=.�r,.-' --.-- - .. _..---...��._.._. ._ - -•f � HCM: SI�NALIZED INTERSfiC��ON SUMMARY Vers�on 2.9e 01-06-1998 DKS ASSOCIATES =�=a=�==oa��cc=s=o=�====a��a��==�c=�cn�=o=��n�c=====_�---=n=co==a Street�: tE-W) Pier 5o/Causeway svd {N�s} Mandalay Avenue Analyat: BCJ , Fi�e Name: NQ1P60A�D.HC9 Area Type: Other x-6-98 weekday Comment: C�eaxwater Beaah Tra�Eic Study--A�t�rna�iv� A� �____�____�__________�� _��_�_-=_______��a�Y��_�_��_��__ [ Eaetbound M� Westbound � Northbound I Sou�hbound I L T R L T R L T R L T R No. Lanes U D 0 Volumea PHF or PK�.5 Lane W (�t) Grade �k Heavy veh Parki.ng Bus Stope Con. Pede 200 Ped Button Arr Type RTOR Vo1.s Lost Time Prop. 5hare Prop. Prot. Phase Combina�ion 1 2 2 1 0 800 50 0.90 0.90 12.0 11.0 , 0 2 2 N N � 0 200 {Y/N} Y 18.0 s 3 3 Q 3.00 3.00 Szgnal �perati� 3 4 RS r,eft Thru Righ� Peds WB Left * Thru * Ri.ght Peds * NB Ra.ght * SB Ra.ght Green 36.OA YeJ.low/AR 6.4 ' Cycle Length: �.00 secs Phase combinat: Znter�eCtion PerEor[ Lane Gx�oup : Adj Sa� v/c 7. 0 2 20 1244 0.90 0.90 �.2.0 12.0 D 2 2 N N 0 200 � (Y/N) Y 21.d s 3 3 0 I3.OQ 3.00 6� zns S 2 1 � 0 655 275 20 0.90 0.90 0.90 11.0 11.0 0 2 2 2 Y 20 Y 20 0 200 (Y/N) Y 21.0 3 3 0 3.D0 3.00 3.00 -------�------- 6 7 8 NS Le�t * Thru Ra.ght * Peds * SB Leit * Thru � * Right * * Peds * * EB Right WB Ri.ght Green 25.OA 21.OA YeZl.ow/AR 6.0 6.0 .on o�der: #1 #5 #� nance summary g/� Approach: Mvmts Cap Flow Ratio Ratio De�.ay LOS Delay LOS WH L �097 2812 0.835 Q,39Q 2�..9 C 21.3 C T 702 1801 0.080 0.390 �.2.�4 B NB L �62 675 0.1.3G 0.2�0 �.9.3 C 11.1 B R �.856 2812 0.839 Q.660 10.9 H SS L 852 3079 Q.870 Q.�80 28.9 D 22.B C TR 779 14�.'7 0.42�. d.550 8.7 B �n�ersect3.on Delay = 17.3 sec/veh �ntersec��.on Lf7S F C Lost Time/Cyc�.e, L= �. 0 gec Critica7. v/c (x) = U. 646 S.3- l07 � �� t `. : � HCM: SIGNALYZED INTERS�CT�ON SUMM�tY Vezsion 2.�e OX-06�1998 DK5 ASSOCIATBS , ��w��ca��»��=��W��_�4�--=�� o:��Wmc�x��m��c=�W��=a��a�4�c=�c� S�Xeete: (E-W) Pier 60/Causeway Bvd '(N�S) Manda�ay Avenue ' Analy�t: BCJ F�Ie NamO: MNP60A4E.HC9 Area Type; Other 1-6-98 Weekend Comment: Clearwater Beach Tra��ic S�udy--Al�ernative A3 _Y��__�____ �___��____��___��_�__��W�� _��=�w��____��_�Y___�__� Eas�bound Wes�bound Nor�hbound Sou�hbound L T R L T R L T R L T R ---- ---- --W- --_- ____ ��__ ��_ •--- --- ---� -_�� ---- No. Lanes 0 D 0 volumea PHF or PK�.5 Lane W (ft) Grade .• ' � Heavy veh Parlring Bus S�ops Con. Peda 200! Ped Button ,. Arr �rpe RTOR Vols ; Lo�t Time ' Prog. Share Prop. Prot. Phase CombinaGa.vn �. 2 2 3 0 � 93 Q BO 0.90 0.90 12.0 11.0 0 2 2 N N 0 200 (Y/Nj Y 18.0 B 3 3 0 �.oa �.ao Signal Opera�ic 3 4 , 1 0 � 20 �.�85 0.90 �.90 �.1.0 12.0 0 2 � N N 0 200 (Y/Nl Y 21.0 B 3 3 a ,3.00 3.00 64 �ns 5 2 1 � 0 530 290 4� 0.9D 0.90 0.90 11.0 11,0 0 2 2 2 N Y 20 0 200 (Y/N) Y �1.0 3 3 0 3.00 3.4Q 3.Q0 G 7 8 �sB LefC � NB Left * Thru Thru Right Ra.ghC * Peds Peds * WB Le�� * 5B Le�t * Thru * Thru * * Right Right * * Peds * • Ped� * * NB Righ� * EB Right SB Righ� wS Right Green 38.OA Green 23.OA 2�..QA Ye11ow/AR 6.0 Ye1�.ow/AR 6.0 6.0 Cyc�.e Length: 100 secs Phase combina�ion order: #1 #5 #� Intersect�.on Per�ormance summary Lane Groug: Ad� Sa� v�/c g/C Approach: Mvmts Cap F1ow Ratio Ratio Delay LOS De1.ay LOS WB L ].153 2812 0.923 0.410 26.9 D 25.7 D T 738 1801 0.121 0.410 11.8 S NB L 142 591 0.155 0.240 19.4 C 2�..1 C R 1912 281.2 �. 97S 0. 6&0 2�.. �. C SB L 89t3 3�42� 0.682 0.260 23.0 C 1�.2 C TR 741 139$ 0.494 0.530 �0.1 8 Interse��ion De].ay � 2�.7 �ec/veh Tn�ersection LOS a C Lost Ti.me/Cycle, L � 5,0 s�c Criti�al v/ctx) � 0.89�4 �� oa , � � HCS: Unsignalized rntereections Re�.ease 2.�.e GLFBYC2D.HC0 Page 2 ..M��===__�__=��__W��M��-==_��=____�...�_��_____-_-_---�_�.��_______=��- Workshee� for TWSC IntersecCion _......_�_-------------------------�---------�___�_.._�_--_--- Step 2: LT �rom Major Street , SB NS Con�licting F1.ows: (vph) 0 Potenta.al Capaci.ty: (pcph) �.7�.� Movement Capaczty: (pcph) �7�.� Prob. o� Queue-Free State: 0.61 Step.3: z�H from Minor Street wS E$ Confl�.cta.ng Flows : (vph) &28 PoCential. Capacity: (pcphl , 468 Capacity Adjustment Factior due �o zmpeding Movements o.6i Movemen� Capacity: (pcph) 285 Prob. of Queue�Free State: 0.74 Flow Rate ��""�•j Movement (pcph) �,, ....�.......... . _w........ EB T 7�4 ' NB L 672 k ! i i 1 i . � j . � 1 .; � � � rntersec�ion Performance 5uminary Avg. 95� Move Shared To�a1 Queue Approach Cap Cap �De�.ay Leng�h LOS Delay (pcph) (pcph) ( sec/veh) (veh) ( sec/veh) 285 17 . D 1.. 2 C 17 . 0 1714 3.5 2.2 A 3.4 �nGersecGion De1ay -- 4.7 sec/veh L��1�y ii !'. r : � ��: 9 HCS : tlns3.gnal�zed �n�erpect�.ons Release 2.1.e GLFBYC2Fs . i�CO Page 2 ir.][LSL7�tiC��G�� .�.�t��7.:...�q�"' '�"G��C�=��7��.��.��G^,.��...��"�.:�C��n��Ct.^�......�� -r..""'-..-.�.... . ( i � Workshee� �or TWSC Intersection '�.�. � Step 2: LT Erom Ma�or Street SB NB -----�-----�-----�_�-----�_-------_....__......,-----�--------- Con��.�.cting Flows; {vphi 0 � Po�en�ial Capacity: (pcph) 1.7�4 Movement Capaci�y: {pCp�) �.71.4 �' Prob. of Queue-Free S�ate: 0.50 5tep 3: TH �rom Minor 5treet WB EB Con�].icting Flows : {vph) � 806 . Potenta.al Capaca,ty: (pcphj 368 Capaca.�y Adjuetment Fac�or . due to �mped�.ng Movements ' O.SO � Movemen� Capacity: (pcph) ].B� �:.. Prob__of_Queue_Free»StateN^__.....,____________________�_�� ;� � . �n�er�ec�3.an Performance Summary Avg . 9 5'k , Flaw Move Shared Tota�. Queue Approach . RaCe Cap Cap De1ay I,ength LOS Delay �'�� Movemenlc {pcphy tpcph) (pcph) (sec/veh) (veh) (sec/veh) ) .... __.._ _......__ _........_ _.�..___ ....___.,_ _,..._--- ......__ _..�..._�--- _.�, • - EB T. � 74 �.8� � 32.6 2.1 E 32.6 4 NB L 856 1714 �4.2 3.3 A 4.0 ; xn�ersection De1ay -- 6.2 sec/veh � , � $�-1'�.S � � 0 � i -~-, � � � � i. � �.. : HCS: Uneignalized Tn�ezsectiona Re�.ease 2.1e GLFBYC2E.HC0 Page � ��catxtiaaaa��=essc=s=cn=c�a��-_�-.-==nc.�..._==��-o=-_�-._.........__cc�=_�._....��..,��._�� D�iS AS50CIA�'ES Un�.ver�3.ty o� Florida 512 Wei1 Hall Qain�avill.e, FL 32611-2083 Ph: {gQ4} �92-0378 . �_-=�-......��_==._•_�--_==== a====_.._..r��c�..._��=�.».r«.._.�.��....��.»�===o�� W......._..��__� Streets: �N�S) Gu3.t B1.vd (Bridge) (E�Wy Bayway Blvd Maj or Street Directa,on .... NS Length.o� Time Ana�.yzed... 50 (mxn) . Ana yst ................... bc� Date of Analysis.......... 9/22/97 • �ther 3nforma�ion......... C1.earwater Beach Traf�ic S�uda.es--Alter na�i.ve C2 Weekend PM Peak Two-way Stop-con�rolled zntersecti4n ____--____-- :��__---____�-_____�--___��_____-----____--�-___-��_-----_- Nor�hbound Sou�hbound Eaatbound wes�boUnd L T R L T R L T R �, T R No. Lanes 5top/Y�e�.d Volumes PHF . Grade MC's (�) SU/RV' s ( � } CV's (�} PCE' s ]. 0 1 ! N 700 25 .9 .9 0 ' � I 1.10 � , 0 0 0 N 0 1 a ' 60 •9 , 0 ! � , �..10 ' Adjustment Factors v a o vehicle ' Cr�.rzca� Fo�.low�up Maneuver Gap (tgi Time {�f? Left Turn Major Road 5.50 2.10 Right Turn Minor Road �5.50 2.60 Through Tra��ic Minor Road 6.50 3.30 Left Turn Minor Road 7.00 3.40 5��1'�b x � . i. . ' � . �`. , ' � 1 . 't �. . . . ; ,. . . , . , . ... ..., . � " ` ; �. � � .� i,. , ' I�, . ',� �� . � . �� , ►�:_ . � � � i ��'J�E'1'1C�IX � ,; . , . . ;., . ; -� � � . E;� ,��; � ��. �: � : � � �: �. : : � � � ��c �c � c� � r� � � u r� rr� � r � e s . i,;,}E . , . . ,�•: "` . � . . � :' . � � � � . �'. ' � . " }'� ' ' . ,� • � '� � ' . �: . � �. , . , f . _� . , - . , . �. �'- �•4� � . . 5. , :,' . . � . � ' 'Y' :r . � �T� a �� 1PPENDIX TABLE 'i FL�R�DA DEPARTMENT (?F TRANSPORTATtON C4LL�S1�� DIAC�RAM LOCATION I.D, Ma�dalakAve �a Pier 60 Drive C4UNTY: ' e s C1TY: Clearwater DRAWN BY: BCJ PERlOD: Janu�r� 995 To Ju e 996 '_'�, Mandalay A�e. 15 ........ � 7 �,5,18 6 10 r�� w �:.-, \ —�� '! 9 2 9,46,2Q �'""�,.."" 8 �� , /'—r; �i� t� 15 �� z COLLISlt7N SYMBQLS ��-�- VEHICt,EpAiH �� REAR�NRCpLIJSION •E-»a ��CKIIIGVENIGLE -)-t- HEAD•ONCOLLISION t-�- NON INVOLVE� VEMICI.E �� SIDE SWIPE t �- PEpESTRIAN PATH �m OUT OF CONTROL �1 FiXEpOBJ�Ci �rv- pVERTURNEpV�HICLE � PARKEDVEM{CLE _�' LEPT iVRH COLU510N O PERSONAL INJURY —y� RIGHT ANGLE tOLLIS1pN � FATA�i7Y T DAYTIME NIGHTTCME TOTAL �� ACCIDENT SUMMARY PROpERTY DAMAGE �NLY IN,iURY 8 2 9 3 17 5 C-1 11 Pier CO Drive CONDIT[�N C�DES PAVEklENT CON�lTION D=DRY W=4YET 1=1CY vv�r�-+�R cor�oiTior� C�CLEAR R=RAIN F=F6G S-Stw_�:: �icHr �or,o�Tiur, L-DE►YLIi�iT D=DAFK 71M� OF L�AY RMILtIN71'} FATAI. 0 0 0 To�a�. 10 12 22 ---.., �,,,� � � APPENDIX TABLE 2 FLORIDA DEPARTMENT QF 7RANSPORTATION CaLLISI�N DI�eGRANi L4CATI4N I.D. Gulfview B��d fa7 Gu1� sEvd (Clearv�ater PasslSand Key Bridgel COUNTY: ' elias CITY: Cle�rwater DRAWN BY: BCJ P�R�QD: Januarx.1995 To J�r�e. 199fi Gulf Blvd 15 g 8 a ' '� 13,16 12 . COLLISI4N SYMB4LS ■--- VLNICLE PATII �-�-� REAR END COIUSION E--.tn 6ACf(INGYENICLE -�- HEAd•OHCOLLI5i0N �-- �- NON iNVQLVEO VEHICLE �aC 5SDE 5W1PE t -� PEDESTRfAN PATH �,e„� OUT OF CONTi7DL � FIKED OFIJECT �.�- BVER�URNED VEHICLE � PARKED VEHICLE _�- LEFi TURH CDLLISIDN O� PEIt50N�L IH�URY —� RIGHT ANGLE COLLISIOr! 1�� fATALIiY DAYT�ME NIGHTTIME TOTAL 6,14 1,2,A,5,7 �0 : B . 11 • ACCIDENT SUMMARY PRQPERTY DAMAGE OtVI.Y IN,lUftY 6 4 5 2 11 6 C- "� Guffview Blvd. CUNDITI�N CUDES PAV�hS�M CONpIilOtl D=Df7Y W=VYETl=1CY +/VERTHER t;ONDITI��!� C=CL�Pft R=RAIN F=F��G S-SNC�:. IIGi-[T CONDi710N L-DAYLIGNT D=DAFIi TIh1E OF DAY (h11LtTPJZY j �ATAI. TOTAL 0 70 0 7 0 17 �y� � r } � � �� APPENDiX TABLE 3 FLORIDA DEPARTMENT aF TRANSPORTATION COLLISIQN D�AGRAf�I LOCATION I.D. a a a St. d Ma dala �e CaUNTY: ' �Ilas CITY: Ciearwater DRAWN BY: �CJ PERI�D: J�,r�ua�y,1995 To June,1996 . � Mandalay A�e. . . � -� 9 ❑ 4,8,10 S2 3 CULLlS{ON SYMBOLS l----- VEHICLE PATH �— REAR ENO C�l.1.1510N E—+»� BACKINOVEifICLE -��-• MEAD•QKCOLL1510N t•— NON INVOLV�D VEHICLE � 5inE Swi7E f-- AEDEBiRIAN p�T}} t..�.ti 017T OF CONSRpL ❑ FI%E� OBJECT �..p— OYEFiTVRNED vEHICI.E � PARHE� VEHICLf ,,..�I� LEF'T fURN COLLISION O pEFl90NAL 111JURY � p16Hi ANGCE COLLISI9N � FA TALt TY DAYTiME NIGHTTIME TOTAL � ��'' z,$,, i8 � Papaya St. ACCIDENT �UMMARY PROPERi'1' DAMAG� �NLY IIV,lURY 5 1 8 2 �3 3 r_� CONDITION C�DES PAVEMENT CONDITIOt� D-DRY W=WET 1-1CY WFJITI-IER CQNDITI0+�7 C=CLEAR R=RAIN F=FOG S=SNOVv u�Hr coNn�riora �-oAV��cMr o-nru�a< illrlC OF pAY {MfI.ITAFYj FATAL 0 0 0 TOi'AL 6 10 16 .� ApPENDIX TABL� 4 FLC)RIDA DERARTMENl" 4F TRANSP4I�TAT�OfV CC�LLfS�C7�V D�AGRla►�!! L4CAT10hS 4.D. a ont S Manda a Ave C4UNTY: ' � 1as CiTY: Cfearwater DRAWN BY: BCJ PERiUD: January, 'f 995 To Ju��e. � 99fi � Mandaiay Ave. $ B`• 3 � 5 11,1 7 CQLL15[AN SYMBOLS !— VEHiCLE PAYH t-�- REAR �ND GOLl.lSIDN t�.., BACKIHO VCMtCLE -►-�- HEAq�dN COI.k.�SlOk 5-�- KON INYOLYEDV�NSCL� ��c 910E 5wYPE �-• PEOE5TRIAN PATH t..vti OUT OF COt1TROL O FINE09�JECT �_a- OVEaTUFNEUV�HICLE � FARISED VEHICI.� �y1r- LEFF iURN CDLLISION O PERBONAL IIfJURY � Rl(3NT I1NOtE COLLISION � FATALfiY � DAYT'IME NIGHTTlME T4TAL 2,12,13 '10 . 1,8,9 4,i ACCfDENT SUMMARY PROPCRT/ f3AMAGE ONLY INJURY 4 4 s � 10 � ('.- 4 Baymont St, CONDITION C4QE5 PAVEMENT COProiT10�1 D=l?RY W=1+5�� 1=1CY 1N�A71 �ER LONf?17lOt� C=GLEAF? R=RA1fJ F=FOG S=SNOW IIGH[ CONOITRpN !.•DAYI.IGHI' q=pAR1< TItdE Of DAY (t�lILITAR'f} FATAE. TOTA� � $ 0 7 Q 95 � I � �_�.�: � �.,;,*� HCM: STGNALIZfiD TNTER3�CT�ON SCiNII�ARY Vereion z.4e O1-a7-x998 DK5 ASSOCIATES ��Z�7:!'..'T��'L'."",.!"`-.l7G�rL".-i' ��W 'Z.".""...��.��G.....--....�".C�.-�.�.�..L",^-�...��.�,-.+....��...��.��C��.�..�� S�reets :(E-W) P�.er 60/Cau�eway Bvd (N�S) Poa.nsett�.a Stre�t Analyst: HCJ Fi1.e Name: PNP60A4D.HC9 Area Type: Other 1-6-98 Weekday Cvmment: Clearwa�er Beach Tra��ic 5�udy--Alternat�,ve A3 CC�W.�._��___�.=�C=C�==c=�i'-===CC��.':c��...�� ._.....,.r�=L7�«...��.��C��=Ca....�a=��......� � L �a�trbounR � LWeatToundR �~LNorthbaunR � LSouthbounR No. Lanea Volumes PHR or PK15 Lane W (�t) Grade � Heavy Veh Park�.ng Bus Stops Con. Feds Ped Button Arr Type RTOR Vals Lost '�'ime Prop. Share Prop. Prot. Phase Combi EB Lett * Thru * * Right * * ' Peda * * WB Left � * Thru * R�.gh� * PEC�6 * NE Righ� SB Ri.ght . Green 21.4P 43.5P Yellow/AR 5.0 5.0 Cyc1.e LengCh: 100 aecs Phase comb3.nat: znGe�section Per�or� Lane Group: Ad� Sat v/c 1 2 � 0 300 1535 55 0.90 Q,90 0.9Q 12.0 �.2.0 ' 0 2 2 2 N N . a 50 {Y/N} Y 18.0 s 3 3 0 3.04 �.40 3.D0 nation 1 2 �. 2 1 40 8D0 5�5 0.90 0.90 0.90� 12.0 12.0 12.0� a ! 2 2 2 N N 0 SO (Y%N) Y 18.0 a 3 3 3 0 3.00 3.�0 3.00 Signal Operati� 3 4 1 1 � 0 � �o io 3a Q.90 0.90 O.sa �.2.0 12.0 a 2 2 2 N N 0 5Q �I, (Y/N) '� 21.0 e �, 3 3 0 3.fl4 3.04 3.Q0 �ns 5 0 0 0 50 6 7 8 NB , Le�t * Thru * Right * Peds * SB LeFt Thru Righ� Peds * EB RighG WB R�.ght Green 2 � . �.A Yel�.ow/AR 5 . U .on order: #1 #�2 #� nance Summary g/C Approach: Mvmts Cap Fl.ow Ra�io RaGio De�.ay �,OS De�.ay LOS r � w r w� � � � � � � � � � �. � � � � � r � � � � � � � w w. r � � � � � � � � J � � EB L 414 1770 Q.803 0.23�4 30.9 D 9.5 B TR 2664 3703 0.696 0.719 a.7 B WB L 1Q2 225 �.430 a.4�5 ].3 .7 B 1.7 .7 C T 1695 3725 0.55Q 0.455 13.1 B lz 700 1539 0.$B1 0.455 2�4.9 C NB L 34p 1539 0.097 0.22�. 2U.0 C 20.1 C TR 358 162D 0.123 0.221 20.2 C �ntersection Delay = i3.1 sec/veh zntersecta.on LOS = B •� Lost Time/Cyc'_e, L� 9.o sec Cri�ical v/c(x) = 0.677 �- i09 ,--� , -- ; , •Lw., '��r' HCM: S�GNALIZED INTERSECTxON SUN�+IARY Vers3on 2.4e 01-07-1998 DKS ASSOCTATfiS ��_�_�__�__�____��_��_��_�_�_��_�_��G___�__W_�__��__ StreeGs; (E--W} Baymont S�ree� (N-S) Mandalay Avenue Analygt: BCJ File Name: MNSAXA5D.HC9 Area Type; Other 1-7-98 Weekday Comment: Clearwater Beach Tra��a.c Study--Alternative A4 ___�._W�� .�_.��_______________�__-______________--��-____-____-- I~L EasTbounR I LW��tToundR I LNor�hbound� �I LSouthbounR � No. Lanea 0� 1 < 4 Valumes 5 5 15 FHF Or PK�.5 fl. 90 0. 90 0.9D Lane W (ft} �.3.0 Grade 0 � Heavy veh 2 2 2 Parking N N Bus S�ops 0 Con. Peds 50 Ped Button (Y/N) Y 19.0 s Arr Type 3 RTOR VOIs 0 Los� Time 3,00 3.�0 3.04 Prop. Share Prop. Pro�. Phase Combination S 2 0 > 1 1 20 15 350 0.90 0.90 0.90 ia.o �.a.o 0 2 2 2 N N , 0 i 50 tY/N) Y 19.0 s 3 3 A 3.00 3.00 3.OD Signal �perati� 3 �4 EB Le�t * Thiu * � Right * Peds . * WB Lef� * Thru * Right * Peds * � NA Right SS Right Green � 22.OA Ye11ow/AR 5.0 , Cyc�.e Length: 60 secs Phase combinat: Intersection Perfo� Lane Group: Ad� Sa� v/c Mvm�s Cap F1ow Ratio � 0 > 1 � 0 30 230 40 0.90 0.90 0.9a� xz.o 0 2 2 2 N Y 20 0 5Q (Y/N} Y 22.0 � 3 � 0 �3.00 3.U0 3.00 �ns fi 1 1 � 0 220 43d 5 0.90 0.9Q 0.9D ii.o i1.a a 2 2 2 N Y 20 a sa IY/N} Y 22.0 3 3 Q �.00 �.oa a.00 f 7 S NS Le�t * Thru * Righti * Peds * SB Le�ti * Thru * Right * Peds * EB Right WB Ra.ght Green 27.OA Ye1.�.vw/AR 6.0 .on order: �1 #5 nance Summary g/C Approach: ta�io DeJ.ay LOS De].ay LQS FsB LTR 610 1525 0.046 0.4a0 7.�. B 7.�. B WS LT 707 1"768 D. 055 0. 400 7.�. B �.0 . 5 B R 63.6 1539 0.632 0.400 14.8 B NB LTR S50 11�1 0.605 0.5�Q 8.3 S 8.3 B SS L 383 755 D.b38 0.5�0 9.5 S 9.2 B TR 7�.9 1437 0.673 0.�0� 9.0 B InCersec�ion Delay = 9.3 sec/veh �ntersec�a.on LOS � B Loet Ta.me/Cycle, L= 6. 0 sec Cri.ti.ca�. v/c (x? = 0. 655 --........�..-----------------------------------------------------------......M ��1►1 .� "_.•, , �� r , HCM: SZGNALYZ�D INTERSECTYON SUMMARY V�rs�.on 2.4e ax-07-1996 DKS ASSOC�ATES ��____�_=--==��W.��w__��___��_--=====s�w��,�Y�====_----___��.�� Streets: (E-Wy Baymon� Street (N�5) M�ndalay Avenue Ana3yst: BCJ Fi�e Name: MNBAYASE.HC9 Area Type: OCher � 1�7-98 Weekenc3 Comment: Cl.earwater Beach TraE�iC S�udy��Alternative A�- ��___��=___=��.WW��..��W_�.��_��____��W_�� =__----___�� Ea��bound Westbound Nor�hbound ~ Southbound L T R L • T R L T R L T R No. Lanes �� 1 � 0 Volumes 5 5 15 PHF or PK15 0.90 0.90 4.90� Lane W (�t) 13.0 ' Grade 0 � Heavy Veh 2 2 2I Park�,ng N N Bus 5tops 0 Con. Qeds �0 Fed Button (Y/N3 Y 19.0 e� Arr Type 3 RTOR VOIs 0 Lost Time 3.00 3.00 3.n0 Prop. 5hare Prop. prot. Phase Combina�ion � 2 0 � 1 1 20 1.� 255 0.90 0.90 0.50 12.0 32.0 0 2 2 2 N N 0 5D t�r�Ny � x� . o s 3 3 0 3.00 3.OU 3.00 Sa.gnal Operatiic � 3 4 0 a 1 t 0 15 295 25 o.so o.so o,�o �. �. . 0 4 2 2 2 'N Y 20 0 5D {Y/N} Y 22.0 s ' 3 0 3.00 3.OD 3.00 � �n s 5 ' 1 1 < 0 � Z10 40Q 5 Q.90 Q.90 0.9D 7.1.0 11.0 0 2 2 2 N Y 20 0 ' SO �(Y/N) Y 22.0 3 3 0 3.00 3.00 3.04 6 7 8 TH I�e�t * NB Lef� * Thru * Thru * Ra.gh� * Right * Peds * Peds * WB Le�� * SB Left * Thru * Thru * RighG * R�gh� * Peds * Peds * NB Right EB Right 5B Right WS Right Green 22.OA G�een 27.OA Yellvw/AR �.D Yell.ow/AR 6.0 Cyc1e Length: 6q �secs Ph�se co�a.nati.on order: #��. #5 YnGerseC�ion Pezformance Summary Lane Group: Adj Sa� v/c g/C Approach: Mvmts Cap Flow Rat3q Ra��.o ne�.ay LOS Delay LOS EB LTR 6�0 �526 0.04$ 0.40Q 7.1 B 7.1 B WB LT 707 �.768 0.(l5� U.�400 7. 3. B $. 7 B R 616 1539 0.46q 0.�00 8.9 B NB LTR 60�. �202 0.622 0.50D 8.4 H 8.4 H SB L 3�'7 695 0.67I O.SUO 10.7 B 9.1 B TR 7�.9 �.437 0. f26 0.500 8.3 B �ntersec�ion T3elay = 8.8 �ec/vc�h In�er�eC�i.on LOS = B LosC T�,me/Cycle, L= 5. 0 sec Cri�ica]. v/c (xj ; 0. 57'� �' � �`�l •^� � ,--� ...�� HCM: s�GNALIZfiD INTfiRSECTION SUMMARY Version 2.�e 0�r�7,1998 DKS ASSOCIATES � .......-.........��C��....�"�"�5��."',....�.��.�^.a�G��CW��.r...,--.�..-.T....=G�'3��C��"..R��...«-......-....��=...�� Stree�s :(S-W) Pa.er 60/Causeway B1v {N-S} Mandal.ay Avenue Analys t: BCJ �'i 1.e Name : NIDTP6 OA5D . HC9 Area Type: Other 1-7�98 weekday Comment: Clearwater Beach '�raf��.c S�udy--Alternative A�F -�x��===�-�=�=cao.».r��aa.-.»�ic�__��.......__�«..l._.......... �a�ra=on��=�=c==-�----__-^-�..._, I L EasTbounR � LWea�ToundR (~LNorthbvunR } LSouthhounR�~ � --- ----- ----- i No. Lanes TO fl 0 I Volumes PHF or PK�.S Lane W (ft3 ' Grade � Heavy veh � Parking Bus Stops Con. Peds 200 Ped Button �, Arr Typ� RTOR VOls Loe� Time prop. Share Prop. Prot. Phase Comba.nation 1 2 2 1 1 830 �5 230 0.90 0.90 0.90 ia.o ii.o i1.a 0 2 2 2 N N 0 200 (Y/N) N 3 3 3 � 3.fl0 3.fl0 3.00 3U Signal OperaCic 3 �4 ES Left '�hru Right Peds WB Le�t * Thru � R�.ght * PedB * NB Right * SS Righ� Green 4S.8A Yellvw/AR 6.0 C`ycl� Length: 100 secs Phase combinat: Intersec�ion Per�orr i �. z �0 2sa �so' 0.90 0.90 0.90 i11.0 17..0 �2.� � � 2 2 2 N N '� 0 I 2Q0 (Y/N) N 3 3 3 0 3.00 3.00 3.00 68 ans 5 � x � o 3�.0 245 z5 �.p0 0.90 0.90 �. a. . o a. a. . o 0 2 � 2 N Y 2Q 0 240 (Y/N) N 3 3 0 3.00 3.00 3.00 6 '7 8 NA Left * Thru * Ri.gh� * Peds * 5B Le�t * * Thru * * Right * * Peds � * EB Right wB Right * Green 15.2A 21.OA Ye11ow/AR �.0 �.0 �on order: #�. #5 #6 1ancE Summary Lane Group: 1�d� Sat v/c g/C Approach: Mvm�s Cap F].ow Ratio Ratio Delay LOS De].ay LOS WB L 1373 2812 0.692 0.488 13.8 B 11.5 B T 879 �.801 0.059 0.488 8.8 B R 952 �.359 0.269 0.700 3.6 A NB L 175 730 0.126 4.2�40 �.9.3 C 7.9 B T 432 x8ol 0.�70 a.2�4a z�.0 C R 213�. 28].2 0.�78 0.758 3.7 A SH L 402 1711 0.$56 U.452 25.1 D �.9.4 C TR 5�41 1420 0.451 Q.452 12.5 S zntersection De�ay � 11.3 sec/veh Inter�ection LOS = B Lost Time/Cycl.e, L= 9.0 sec Critical v/ctx? = Q.748 �`11� �� HCM; STGNAL�ZED TNTERSECT�ON SUN�ItY Version 2.4e 0�.-07�1998 DICS ASSOCIATES �M��===---=��.��.��_��___��_��=___---___________--��__�--___-___ Streets: (E-W) Pier 64/Causeway Blv (N-S} Manda�.ay Avenue Analyst: BCJ Fi1e Name: N�iP60A5E.HC9 Area Type: O�her I-7-98 Weekend Comment: Clearwa�er Beach Traffic Study--AlGernative A4 ��=�_��M�-===__--__�__��W��_____=�_�_-�---��_ _--_____-�.��________ � L EasTbounR I LWes�ToundR � LNor�hbounR � LSouthbounR � No. Lanes Volumes PHF or PK15 Lane W (�t) Grade � Heavy Veh Parka.ng Bus Stops Con. Peds Ped Suttion Arr Type RTOR Vols Lost Time Prop. Share Prop. Prot. Phase Combi w_- ---- ----� 0 0 0 20Q , na�ion 1. z 2 1 1 950 65 185 4.90 0.90 0.90 12.0 11.0 11.4 0 2 2 2, N N a 200 (Y/N} Y 18 . 0 s I 3 3 �� a 3.00 3.00 3.00 25� Sagnal Operatic 3 4 �. 1 2 2D 260 �2Z�' a.�a o.�o o.sn �.1.0 ].7..0 12.0 0 2 2 2 N N 0 200 (Y/N) Y 22.0 s 3 3 3 Q 3.00 3.0� 3.00 70 �ns 5 TsB I�eft NB Left * Thru Thru * Righ� Ra.gh� * Peds Peds * WB Left * SS Le�� * * '�hru * Thru * * Righ� * Right * * Peds * P�ds * * NB Ra.ght � FB RigY�t 5B Right WB R�.ght * Green �9.7A Green 11.�A 21.4A Yellow/AR 6.0 Ye�.7.ow/AR 6.0 6.0 Cycle Leng�h; 10p seca Phase combina� on ordex: #1 #5 #6 zn�ersec�ion Perfox�ance 5ummary Lane Group; Ad� Sa� v/c g/C Approach: Mvmts Cap �low Ra�io Ra�a.o De1.ay LOS De].ay� LOS ----- ---� --�_--- ----_ �_..�.. �__�.. __- ------ -,.-- WH L ].48� 2812 0.734 0.527 13.2 B 1�.3 B T 99�9 18Q1 0.099 4.527 7.6 B R 952 1359 0.216 0.70D 3.4 A NB L �.52 633 0.145 0.240 Z9.4 C 7.� B T 432 �.BOl 0.670 4.240 25.0 C � R 22�q 2812 0.687 0.796 3.5 A SB L 336 1711 0.827 0.4�.3 25.1 D 20.4 C TR 57$ 1.�400 Q. 586 0.�13 15 . 8 C �n��rsection De1ay � ].c}.7 �ec/v�h Tn�er�ection LOS = B Lost Tim�/Cycl.e, L= 9.0 sec Critical, v/c(x) ��,760 1 �. � 0 250 270 35 0.9D 0.90 0.90 11.0 �.3..0 a Z 2 2 N Y 2a 0 •200 (Y/N) Y Z1.0 3 3 0 3.00 3.00 3.00 6 7 8 �3-11y �� •°--. � • __.J �� HCM: SZGNALIZED �NTERSEC�ION SUMMARY Version 2.�e 01-07-1998 � DKS ASSOCIATES ___�_____________��as===== ;-��_��T_��_��_�_��_____=--_________ Streets: (E�W) Pier 6Q/Causeway B�v (N-5} Poinsettia St�eet Ana�yet: BCJ File Name: PNP60A5D.HC9 Area Type: O�her �-7-98 weekday Corrunent: Clearwa�er Beach Traf�ic S�udy--Al�erna�ive A4 _�___��__________________��=��w�_��___�_��__�__�4 � ��_�_�_�R�� L EasTbounR I LWee�ToundR I LNortihbounR ~I�LSou�hbounR i No. Lanes Volumes PHF or PK1� Lane W (ft) Grade � Heavy Veh Parking Bus Stops Con. P�ds Ped Button Arr Type RTOR Vols Lost Time Prop. Share P�op. pro�. Phase Combi 1. 2 � 0 44 121q 35 0.90 Q.90 0.90 �a.a ia.a a z 2 z' N N 0 SO {Y/N? Y 18.0 s 3 3 0 3.4Q 3.QQ 3.OU riation 1 2 1 2 Z 4� 1D30 325 0.90 0.90 0.90 ia.o ia.o �.z.o a 2 2 2 N N 0 50 (Y/N) Y 18.0 s � 3 3 3 � 3.U0 3.00 3.00 Signal Operati.+ 3 4 -�-- -�--C-a--li 30 �.Q 301 0.90 0.90 0.90I �,2.Q 12.0 D I � � � N N Q 50 (Y/N} , Y 2�.. 0 6 3 3 . U 3.00 3.00 3.00 �ns 5 EB Left * NB LeF� * Thzu * Thru * Righ� * Righ� * Peds * Peds * WB Le�t * SB Lefr * Thru * 'rhru * Right * Right * Ped� * peds * NB Ri.ght EB Right SB Right ini8 Righ� Green 61.5P Green 28.5A Yellow/AR 5.0 Yellow/AR 5.0 Cycle Length: 10a s�cs Phase comba.nata.on order: #� #5 zn�ersection Per�ozmance Summary Lane Group: Adj Sat v/c g/C Appraach: Mvm�s Cap Flow Ratio Ra�io De].ay L05 Delay LOS EB L 86 ].3G �.510 0.635 10.3 B 7.5 B TR 2353 3707 0.617 0.635 7.4 B WB L 75 lxg 0.588 0.635 14.7 S 6.6 B T 2365 3725 0.5Q8 0.&3� 6.5 B R 97'7 1.539 0.370 0.635 5.7 B NB L 455 7.�#92 0.072 0.305 15.9 C 16.0 C TR 494 1,62U 4. 089 (} .305 16 . D C SB L 477 �.56�. 0.758 0.305 25.0 C 23.'7 C TR 505 1656 0,121 U.305 15.2 C intersection Delay � 9.2 sc�c/veh Intersec�3on LOS = B Los� Time/Cyc1.e, L= G.� sec Cri�ical v/c(x) = 0.663 1 1 < 0 325 20 35 i0.90 0.90 0.90 �a.z.o a.z.o 0 2 2 2 N N 0 50 (Y/N) Y 21.0 3 3 Q 3.00 3.00 3.00 5 7 8 i3-115 .r'"� } , �„'.�4'R. � HCM: S�GNALIZ�D xNTERS�CT�ON SUMMARY Vezaa.on 2.4e 01-07-1998 � �KS ASSOCIATES =�=��=�a===o_-===-==�=a��x�«..�:��a��_a==c=a===�==_-a_c==�oo��_.��=-=a=cc= Streeta: {E-W) P�.er 6U/Causeway B�.v (N-S} Po�.naetta.a Street Analye�: BCJ F�.le Name: PNP60A5E.HC9 Area Type: Other 1-7-98 Weekend CommenL•: Clearwater Beach Traffic Study�-A1.ternative A4 �..w��___�.W� �Y_w��.�.��_��_______-____��.-��_��..� _ ��-��x�-� ~�~~~Eastbound � Westbound � Nor�hbound ��~ Southbound L T R L T R L T R L T R No. Lanes Volumes PHF or PK1.5 Lane � W (��) Grade � Heavy veh Parking . Bus Stop� Con. Pedg Ped Button Arr Type RTOR Vo1s Loat Time Prop. Share prop , ,Prot . Ph�se Combi 1 2 � 0 45 3.415 . �.5 o.�a o.�o o.so a.a.o �Z.o 0 2 2 2 N N 0�' 50' (Y/N) Y 18.0 e 3 3 0 3.OQ 3.40 3.00 na�ion 1 �2 �. 2 1 25 1190 255 a.sa o.sa a.90�, 1�.a ia.a �z.a� 0 2 2 2 N N 0 � 50 (y/N} Y 3.8.0 s 3 3 3 0 3.00 3.00 3.Oa �.4 Signa�. Operati� 3 4 E8 Le�t * � Thru * Right * Peds * WB Lef� * Thru * Righ� * Peds * NB Righ� 5B Right Green 62.OP Yellow/AR 5.0 Cycle Length: l0� sec� Phase comba.nat: Tnteraecta.on Per�orr 1 Z < 0 40 20 5 o.�o o.�o o.�o iz.o iz.o 0 z z z N N � 50 ;(Y/N) Y 21. q s I 3 3 0 3.00 3.00 3.00 �ns S 1 1 ¢ D 255 25 25 0.90 U.90 0.90 �.�..o �x.a 0 2 2 2 N N 50 {'St'/N3 Y 21.4 3 3 0 3.00 3.00 3.00 6 7 S N8 Le�r * Thru * Right * Peds * SB Lef t * * Thru * * Ri.ght * � Ped� * � i'sB Righ� WB Right * Green S.OA 18.OA Yellow/AR 5.0 S.0 .on order: #�. #� #� �ance Summary Lane Grou�: Adj Sat v/c g/C Approach: Mvmts Cap Flow Rstio RaCio DeZay LOS Delay LOS isB L I.O1 1.58 0.496 0.640 9.2 B 8.3 B TR 2380 37�9 0.701 0.69�0 9.3 B WB L 82 Z27 0.343 0.644 6.4 B 6.2 S T 2384 3725 0.582 0.6�4U �.9 B R 1139 1539 0.2�8 U,740 2.7 A NB L 295 1478 0.149 0.20Q 21.3 C 21.2 C TR 359 1793 0.078 �.240 21.0 C ' SB L �78 �.711 0.592 0.300 20.5 C �.9.8 C TR �93 1644 O.x14 0.300 16.4 C �ntersec�ion Delay = 8.6 sec%veh In�ersection LOS = B Lost Time%Cyc1e, L� 6.0 sec Critical v/c{x) � 0.663 � ~ • � 1 � ---, , � HCM: S�GNALIZED INT�RSECTION SUN�iAi2Y Version 2.4e Oi-�3-1998 . DKS AS30CIATES =W��___�______=====II=====-��_��==-==7===�__��_____��___��_ Streets: {�-W) GulPview Blvd (N-5) Coronado Dr Analy�t: BCJ File Name: CQGLFS4D.HC9 Area Type: Other 1-13-98 weekday Contmen�: Cleaxwater Beach Txa�fac Study--Alterna�ive B3 ��_______________________________��=_��x=====_=�_____�__-�� Eastbound � Westbound � Nor�hbound I Southbound~ L T R L T R L T R L T R No. Lanes volumes PHF or PK15 Lane W ( ft3 Grade 'k Heavy Veh Parking sus Stops Con . Ped�a Ped But�on Arr Type RTOR Vols Lost Time Prop. Share Prop. Pro�. Phase Combi. ��_,��__c_a__ zao a.o 0.90 0.90 12.0 0 2 2 N N 0 200 (Y/N) Y �.8.0 8 3 0 3.00' 3.00 0 nation 1 2 0 D Q � � � zoa � Signal Opera�3c 3 4 a a o iaso o.�a ia.a Q 2 N N 0 2q0 (Y/Ny Y 4.0 s 3 0 3.OD �ns 5 EB Left . * NB Lef� Thru Thru * Right * Right Peds Peds * WB Left SB Left Thru Thru * Righr Ra.ght * Peds � Ped� * NB Right EB Right SB Right WB R�,ght C3reen 35.8P Green 53.2A YellowfAR 5.� Ye�.low/AR 6.0 Cycle Length: 100 secs � Phase comba.nati.on arder: #�. #5 -----------------------------------------............__---------------------- �ntersecti.on Per�ormanCe Summary Lane Group: Ad� Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ra�io De1.ay LOS De1.ay LOS EB LR 426 1127 0.�47 0.378 1G.9 C 16.9 � NB T 2093 3725 0.591 Q.562 9.5 B 9.G S 5B TR 19$S 3�3�4 O. f31 0. 562 10 .1 S 14 . 7. S TnterseCtion Delay = 10.5 sec/veh �n�ersection LOS � B Los� Time/Cycle, L � 6.0 sec Critic�l v/c(xy � 0.597 �� --- ---- �_�_ �, o a < o � e5o a�5 ' o.�o o.so ', ia.o �� 0 2 2 N N 0 zao (Y/N) Y 4.0 3 0 3.00 3.00 6 7 B �~�� .� .-�-� .,�. � �� HCM: SiGNALIZED rNTfiRSECTTON SUMMARY Vers�on 2.4e O1-�3-�998 DKS ASSOCIATES ��_��_��_��__-_��__----______��_��___�_�_�_W��W��___�=�� Streetg: {E-W) Gu��view Blvd (N-S) Coranado Dr Analyet: BCJ File Name: COGLFB4D.HC9 Area Type: 4ther 1-13�9� Weekend Comment: Clearwa�er Heach Tra��c Study--A��ernative B� ��-__-=--_W��_-_=____________________W_�___,a��______=_� _��___- � �Eastbound I Westbound I NorChbound I Soutiil�ound r L T R L T R L T R L T R No. Lanes Vol.umes PHF or PK15 Lane W {ft} Grade �k Heavy Veh Parka.ng Bus Stops Con. Peds Ped Buttan ,Arr Type RTOR Valt� Lo�t Titne Prop. share PrOp. Prot. Phase Combi 0 �>�� c_�_ a3 0 �.a 0.90 0.90 12.0 0 2 2 N N 0 Zoo (Y/N) Y 18.0 � 3 D 3.00 3.00 0 na�ion l z 0 a 0 zao �i � I Signa�. OpEratiic 3 4 I---- ---- _W�� 0 2 0 ia�o 0.90 12.0 ' 0 2 iN N 0 � 200 li(Y/N) Y 4.0 s , 3 , I 0 '�I 3.QQ � �n s 5 ES Le�t * NB Le�t Thru Thru � Right * Right P�ds Peds * � WB Left SB Left Thru' Thru * Rzght Ri.gh� * Peds Peds * NB R�.gh� EB R�.ght SB Right WB Righ� Green 35.SP Gzeen 53.2A Yellow/AR 5. 0 Ye�.�.ow/AR G. 0 Cycle L�ng�h: 100 secs Phase combination order: #1 #S 2nterseCtion Perfonnance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ra�io Ra�io De�.ay LOS Del.ay LOS EB LR 426 1127 0.627 0.378 18.4 C 18.� C NS T 2093 3725 0.702 4.562 11.0 B 11.0 B SB TR 1.978 3520 0.723 0.562 11.4 B 11.�4 B InCersection Delay W 11.8 sec/veh In�exsec�ion LOS = 8 Lost T�.me/Cyc].e, L: 5. 0 sec CriC3ca1 �r/c (xy = 0. 684 0 2 c 0 950 275 0.90 0.90 1.2.0 0 2 2 N N Q aao cY�rr) Y � . o 3 0 3.00 3.00 5 7 8 $-11� � r.St4i� Z.�.+� � HCM: SIGN�L�Z�D INTERSSCTZON SUMMARY Version 2.4e Ox-13-�998 DKS ASSOCYAT�S ��__-___-�_�_�_��___��_��r��__�_�r��_��__-�_��_-_�___-�� Stree�s: (fi-W) GuZEview Blvd {N-S) Hamden Dr ^ Analys�: BCJ Fiie Name: HAMGLB4D.HC9 Area Typ�: O�her 1��3-98 Weekday CornmenC: C�earwater Beach Tra�fic Study-Alternative S 3 _��_��=-==x��___��^_�_��___-��__��__�__�_�_��__��_-- r=----w � L EasT ounR � LWeetTOUndR I LNor�hbounR � LSouthbounRHN � �o. Lanes volumes PHF or PKIa Lane W ��t) Grade � Heavy Veh Parking Bus Stops �Con. Peds Ped eutton Arr Type RTOR Vols Lost Ta.me Prop. Share Prop. Prot. Phase Combi �. �. U �.5 10 a.�a o.so iz.o �.z.o 0 2 2 N N 0 50 (Y/N} Y 4.0 S 3 3 0 3.00 3.Q0 nat�.on 1 2 _r�� w___ �_�_� 0 �. � 1 2Q 684 4.90 0.90' 12.0 12.d, 0 I� 2 2' N N 0 50 (Y/N) Y 5.5 s 3 3 0 3.40 3.00 49 Signal Qperatxc 3 4 o a o 50! � � � �ns 5 EB Le�t * NB Lef� Thru * Thru Right Right Peds * Peds WB Left SB Le�� * Thru * Thru Right * R�.ght * Peds * Peds * NB Right EB Ri.ght SB Right WB R�.ght Green 23.7A Green 25.3A Yellow/AR 5.5 Ye11.ow/AR 5.5 Cycle Length: &q secs Phase comb�.nar�.on order: #1 #5 �ntersectioan Per�ormance Summary Lane Group: .�dj Sa� v/c g/C Approach: Mvmts Cap F1ow Ratio Ra�io Delay LOS De1.ay LOS ES L 240 549 Q.071 0.437 �.3 S 6.3 �B T 814 �.853 0. Q�.� 0, 437 6. 2 B WB TR 681 1.aS7 0.576 0.437 9.1 B 9.1 8 R 673 �.539 0. 5'7�# 0.437 9.�. B SB L 7�2 1539 D.590 �.463 8.6 B 8.2 B LR $58 185� 0.502 0.463 7,7 B �n�erseation De1ay = 8.6 sec/veh zn�erseG��.on LoS = B Lost T�.me/Cycie, L= 6.0 sec Cx�itical v/c(x} = 0.583 1 a Q � D 755 �.0 o.�o o.�a 12.0 12.0 0 2 2 N N 0 50 (Y%N) Y �.�..5 3 3 0 3.(?0 3.00 5d 6 7 S i�-119 � HCM: SZGNAL��ED INTERSECTYON SUMMA.RY Version 2.4e 01-13-1998 DKS ASSOC�AxES _��_��_�_ __�_-=--W_=�==__=�_�__-___ �_�=_=____��_--��__-�__ 5treeGs: (�-Wy Gul�view B�vd (N�S} Hamden Dr Analyste BCJ ��1e Name: HAMGLS4D.HC9 Area Type: O�her �-13�98 Weekend Comment: Clearwater Bea�h Tra��ic S�udy�A��ernative S3 __��___=�-_--��___�=��__=_��_�__�__��-��r��___��__,�_____�� astbound I Westbound � Northbound I Southbound L T R L T R L T R L T R No. Lanes Volumes PHF or PK15 Lane W ( f t } �rade �c Heavy veh Park�ng Bus Stops Con. �eds Ped Button Arr 't`y�p e RTOR Vo�.s Lost Time Prop. Share Prop. Prot. Phase Combi 1 1 0 a� zo 0.90 0.90 I12.0 1.2.0 ' o ; 2 2 N N 0 50 (Y/N} Y 4.0 s � 3 . 0 3.00 3.00 �na�ion 1 2 0 1, t 1 s� �40 �.90 0.90 a.�.o iz.a 0 7. 2 N N 0 5� (Y/N) Y 5.5 s 3 3 0 3.00 3.00 49 Signal Operatic 3 4 fiB LeEt * �_�� Thru * , ,,,, Right Peda * T+�B Le�t Thru ' * R�.ght * Peds * NB Ri.ght SB Right Green 23.7A Yellow/AR 5.5 ' Cycle Length: 6d secs Phase combina�: �n�ersection Per�orr Lane Group: Ad� Sa� v/c Mvmts Cap F�.ow Ratio i � 0 0 0 j 50 � �ns 5 1 > 0 � 0 a�a is o.�o o.�o 12.0 1�.D Z 0 2 N . N 0 5D (Y/N) Y 11.5 3 3 0 I,3,00 3.00 50 � 6 ? 8 NB Lef� Thru Right Peds SB Left * Thru Ra.gh� * Peds * EB Right WB Right Gzeen 25.3A Ye11aw/AR 5.5 .on order: #1 #5 iance Summary g/C Appro�ch: �ata.o De�.ay LOS �elay LOS FS L 124 284 4.225 0.�437 7.4 B �.6 H- T 87.�4 1863 0. 027 0.�37 6. 2 B WB TR 677 15�9 0.781 Q,�437 13.4 B 13.6 B R 673 1539 0.791 0.�37 �.3.8 B SB L 712 1539 D.680 0.463 7.0.0 B 9.2 S LR 857 1852 0.585 0.�63 8.4 S In�ersectaon De1ay = ll.� sec/veh Tntersec�a.on LOS = B Loe�t Time/Cycle, L= 6.0 sec Cr�.tical v/c(x) = 0.734 --__M �__ _ �-----� �------------------......-----_--__-------------�-----�----- $-I�o � '-� yrl .� HCM: SIGNALTZfiD rNTERSECT�ON SUMMARY Vers�on 2.�e 0��3-1998 DKS ASSOCIATCS �no��ac��nca=�c�======�WW��Wc=�=n=,��=a��a=-��==aa��=a��_�-_�� Stree��: (E-W3 Gu��vievr B�vd tN-S) Gul� S�vd (Br�dge) Analys�: BCJ Fi�e Nam�: GLFGLC2E.HC9 Area Type. Other 1-13-98 Weekend Commen�: C�earwater Seach Traffic 5�udy-Al�ernative C2 _��__�_��__��_x��______ -_��_�W��_ _____YW��===__--_____---__- �EasCbound I^ Wes�bvund � Northi�ound � Southbound L T R � L T R L T R L T R No. Lanes Volumes PHF or PK15 Lane W ( f t ) Grade � Heavy veh Parking Bus Stops Con. Peds Ped Bu�ton Arr Type RTOR vols Lost Time Prog, Share Prop. Pro�. Phase Combi 0 > 1 1 1� i65 �zs D.90 0.94 4.90 12.0 12.0 0 2� 2 2 N N i 0� �0 � {Y/N) Y 8.5 s 3 3 a 3.00 3.00 3.00 54 nation l 2 1 0 1 zs 4a 0.90 4.90 xa.a ia.o 0 2 2I N N 0 50 �(Y/N) Y 10.4 8 3 3 0 3.00 3.00 49 Signal 4peratis 3 4 0 2 � 0 670 20 �.90 0.90 12.0 Q 2 2 N N 0 5 Q '� (Y/N) Y �1.5 s' 3 0 3.00 �.00 �ns 5 ES Lett * NII Le�t * Thru * Thru * Righ� * Righti * Ped,s * Peds * WB Left * SS Lef� Thx�u Thru R�.ght * Ri.gh� Peds * • Peds * 1VB Right EB Righr * SS Right WB Righ� Green 22.DA Green 27.OA Yel.low/AR 5.5 Yellow/AR 5.5 Cycle Leng�h: 60 secs Phase combination order; #�. #5 �ntereection Per�ozmance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Rata.o Rata.o De1ay LOS De�.ay LOS EB LTr 757 1855 0.25� 0.408 7.5 B 1,7 A R 1539 1539 0.52� 1.000 0.3 A WB L 421 103�. O.Q57 0.408 7.0 B 7.0 B R 528 1539 O.U7Q 0.4Q8 7.0 B NB TR 1823 3'!Q7 0.��41, 0.492 6.5 B 6.5 B TnGersection D��ay = 9.0 sec/veh in�ersecra.on LQS � A Lost Time/Cycle� L= O.D s�:c Cri�ical v/c(x) = 0.524 0 0 p SO 6 7 8 �� 1 � ,. .� HCM: SIGNALxZED zNTERSECT�ON SUMMARY Ver�ion 2.4e 0�-�3-i998 DKS A5S�C�ATES ___��_=��__��____��_��W��_-____��_�_�_��__��_�_______�_____ Stree�s: (E,W) Gulfview Blvd (N-S) Gu�f B�vd (Sridge) Analy�t: HC� Fz�e Name: GLFGLC2D.HC9 Area Type: OGher 1-�3-98 Weekday Comment: C�earwat�r Beach Tra�i�c S�udy-AZ�erna��ve C2 _____�___---____�� __��_____________��_�_�_��-____��_��__��_� Eastbound ~ Westbound Northbound Soutihbound I L T R i L T R I L T R � L T R No . Lanes 0 � 1 �. �. 0 1 0 2 � 4 0 0 0 Vo�.umeQ 10 140 505 15 34 525 35 PHF or PKl5 0.90 0.90 0.90 0.90 �.90 0.90 0.90 Lane W(Et) 12. 0�.2. 0 12 . 0 l2. U �.2 . 0 Grade 0 ' 0 0 � Heavy veh 2 2 2 2 2 2 2 Parking N N N N N N Sus Stops D 0 0 Con. Peds 5D 50 • SO 50 Ped Button �Y/N} Y 8.5 s{YfN} Y�.0.0 s�Y/N) Y 11.� s Arr Type 3 3 3 3 3 RTOR Vols a 0 p � Lost Time 3.00 3.OD 3.U0 3.00 3.OD 3.00 3.00 Prop. 5hare 49 Prop . Prot . 5�# Signal Opera�ions Phase Combination �. 2 3 4 5 6 7 8 EB Le�t * NB Lefti * Thzu * Thru * Righ� * Righ� * Peds * Peds * WB Lef� * SB Left Thru ' Thru Righti , * Right Peds * Peds * NB Righti FB Right * SB Righ� WB Right Green 22.OA Green 27.4A Yell.ow/AR 5.5 YeZlow/AR 5.5 Cycle Leng�h: 50 secs Phase combina�i.on order: #1 #5 �ntersection Periormance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Rati.o De].ay LOS Delay LOS EB LT 758 1�857 �.220 Q.4D8 7.5 S 1.8 A R 1539 �.539 0.365 1.000 �.�. A WB L 465 �139 0.037 0.40$ 5.9 S 6.9 B R 52$ �.539 0.053 Q.4D$ 6.9 B NB TR i.$�.2 35$5 Q.3SQ 0.492 6. Z B 6.�. B �nterse�ta.on Delay � 3.9 s�c/veh In�ersecti.on LOS = A Lost Ta.me/Cycle, L= 0,0 sec Cri�ic�l v/c(x) = 0.355 � � �� T, . � �-. ! ., I�� ,� HCS: Unsignalized Intersect�.ons Re�.ease 2.1e GLFBYC2D.HC� Page 1 ��....;:�o�=c�c�...=s�oa=o�=o��.-«.�....cccco===��=�=�====-=aa====�a=�-==�--��..»��- bKS ABSOC�ATES Universa.ty o£ F1.ora.da 512 weil Ha3.1. Gainesvil�.e, FL 3263.1-2083 Ph: (904) 392�Q378 __��,��...��_..�..__�-_______��__�.�__--_--�___________��_________ 5tree�s; (N-S} Gu1f B].vd (Bridgey (E-W) Sayway Blvd Major S�reet Directi.nn.... NS Length o� Time Ana�.yzed... 60 (min} Analyst ................... bcj Date of Analysis.......... 9/22/97 Other Informatiion......... C1earHrater Beach Traf€3.c Studies--Alter nata.ve C2 Weekday PM Peak �ao-way Stop-controlxed xntiergection � �_______________��-��_..��_-________�-� �_�__��_�-_________________-__ Nor�hbound Southbound � Eastbound wes�bound L T R L T R L T R L T R No. Lanee Stop/Ya.eld Vvlumes PHF Grade MC's {�) 5U/RV' B ( �r ) CV's (�? PCE�s 1 0 1 N 55fl 15 .9 .9I 0 �.io 0 0 0 I N � Adju�tment �'actors 0 �. Q �0 .9 a i.io 0 d Q Vehi.c�.e � Critical Fo�.1.ow-up Maneuver Gap (tg? Time (t�) Le�t Turn Ma�or Road 5.50 2.10 Right Turn Minor Road' �•�fl �•�� Through Traf�ic Minor Road 6.5U , 3.30 Left Turn Minor Road 7.00 � 3.40 � �� , � � � CLEARWATER BEACH NEEUS ANALYSIS Documcnt�tion of �xistin� Car�ditions for t�e Clcarwatcr Bcach Arca Frepazed for the City of Clearwater Prepared By: O'Neil Planning &�Design Scrvices, Inc. ' Phil Graham & Company, P.A. � ,a.i = P .� �....�►.�...`�..r.� �►...,�..�....�...,�... . �......d.R .00...�a•� r a.�. �wwrQ �� a'�t Q'Ne�� Planning ,& Design Services, �nc. 5445 Mariner Street • Suite 3� 0 Tampa, FL 33609 ($13� 288-0903 • FAX (813� 282-105fi LAND USE PLANNLNG • LANDSCAPE ARCHITECTURE • EXPERT WlTNESS • CONSU�T�NG SERVlCES .fanuary► 14, 1997 Fxh3.bit E AICP 10230 I.0 qOQ0289 � ► � "•r•., �. . , ._ ., . . . ' � ''f , • �: . . 1-� . • . -� , _ -- . `� ' ! , � � � � � � � CLEARWATER BEACH NEEDS ANALYS�S . � � � Documcntation of Existin� Conditians � . . � ' � for the . ' � Ciearwatcr Beach Area I.. . , . , . � ,,. � � : , ., 1 , . . -� ,�� , Prepazed for the City af Clcarwatcr ' , .. , � �` . r Prepared By: , �� ''- : � �-` � , �'Ne�! Planning &&esi�n Scrvices, lnc. �, � � . , . . . . Phil Gr�am & Company, P.A. . .;� . . . , . . ', , 3anuary l 4, ] 997 , , � ... ... . . � ... ..� .. . . , „, , . . . _. . ... .., . . � . .. .,_ . .,�. ... ._. , .. . . . .. . . ..,..�.. ._,��_ r..... � . . i 1:" � � � �-�., � � �::�iiii CLCARWATER BEACH NN:FllS ANALYSIS Documcntation of Cxistin� Conditions i'or the Ctearwatcr Beach Area TABLE OF CONTENTS Exccutivc Summary . Coattm�t�i „ cdevclonment Areas Ac#in��,ion� g� Slum �nd �light � L�I��l.� l�.x�alysis ' Yndreators_of,,�,�unn Conditi�ns �nd�r�to� �BI�ehEed Cor��iions �. . Predominancc of defectivc nr inadequate strect layout 2. Fau�ty lot Iayaut in rclation to sizc, adcquacy, accessibility, • ar usefulness 3. Unsanitary or unsafe conditions 4. Deterioration of site or othcr improvements ri �taadwa,ys r c . Potabl� W�,�ter ��,r��ta�,y_�ewer iewls Street I��htine 5. Tax or special asscssmcnt dclinqucncy excecding thc fair valuc of the land 6. Diveraify oi owr�ersh�p of defcctive or unusuai conditions af titic whicl� prevent thc irce alienAbility of land within #he deteriorated or h�zardous area 7: An Arc� in which therc �xists fauity ar inadcc�uate strcet layont; inadcquatc parking faci�itics; or roadways, ' bridges, or public tr�nsportatian �acilities incapable of hand�ing thc volumc nf traflic flow into or through the area, either at prescnt ar foIIowing praposcd construction. Page 1 3 3 S 5 6 5 9 14 17 17 18 . I9 19 19 20 2l 21 22 22 l;�' -. • ' . �le� .. .� .. . - , . . .r �`�• I ' • �� .✓ , f �d e.- . ' , ' . CLEARWATER BEACH NEEDS ANALYSIS �, �. � - Docum�ntation of Existing Canditions � � �` for the C�carwater Beach Area - � � � � � L�ST UF EXHXB�TS , , . �. .. � � . Y, � � �� . � Exhibit I Nee�s Analysis Area Bounda.y � 2 '�"'. . Exhibit�2 Location of Pedestrian Crossings 8 ExhiUit 3 Streets with On-Street Parking � ] Q Exhibit 4, Platted Lots on Clearwater Beach I 1 '. �� Exhibit 5 Nanconforming Sctbacks 13 Exhibit 6 Sidewalk Conditians � 15 , Exhibit 7 Locatidn nf Parkin� Lats on Clearwater Beach � 23 ° Exhibit 8 Transit Routes 25 . , � �, ti M C�.F.AI�WATI<,It 13I�,ACEI NI+:1;1)S ANA[,YS1S �:xcrutivc Summarv The prcceding discussions havc providcd an ovcrvicw of thc physical indicators for blight conditions within the Clcarwatcr I3cach Sludy Area. It has bccn dcmonstrated thal the presence oi scveral conditior�s, espccialIy of the area's infrastructurc, conlribute tn and are eviden�e of blight, pursuant ta Chapicr lfi3, Part ItI, 2'.5,, critcria. l:i'tcctivcty, it has been demonstraied thai thc Clcarwaier 13each Nccc�s Analys�s Study Arca has maturcd avcr time and that ncedcd impro�cmcnts to infraslructure systcros havc nnl occurrcd consistciltly with developmcnt. Specifically, based on the revicw of thc indicators as cstablishcd by Chapter 163, Part IIi, F.5., the Clearwater Beach arca as dcsignated an i:xhibit 1 can bc considcrcd as a Redcvelopment Area based on the requiremcn�s af the falfowing critcria: Prcdominancc of dct'ectivc or inadequ$tc strcc# layout (Critcria #1 ) Faulty lot iayout in rclation to sizc, adcquacy, acccssibility, or uscfalncss � (Critcrin #2) ,F.,. . . , �"� Unsanitary or unsafc conditinns (Critcria #3) I.ack of sidcwalks on s�rccts as shown on i;xhibit 6; I.ack of pcdcstrian crossin�s al in�crscctions; Lack of bicycic lancs; a�d, Cars �ack�n�, out mta traffic. Detcrioration o� sitc ar othcr improvements [Critcria �f4) Sidcwalks Sircct I.ightiag '� Strcctscapc An Ar�a in which thcrc cxists fauity or inadequatc strcct layaut; inadequatc parking t'acilftics; �r roAdwuys, bridg�s, or public tr�nspartation facilitics incapabl�c of hs�r�dlin� thc voiumc of traffic flow into ar throu�h thc arca, cithcr at prescnt or followin� praposcd canstruction. (Critcria #7� -- 3nadcquatc strcct layc�ut lnadcyuatc futt�rc parking � Inadcquatc futurc raads Such cvidencc cnablcs the City Cauncil of Clearwater to officially dcsignate the Clearwater Beach as $ Communily Rcdevclopmcnl Arca. 1� � ' , �ntroduction CL�ARWATFR BEACH NI�;�DS ANALYSJS DoGUmcntation pf Existing Conditions %r fhc Clennvatcr Bcach Arca 'i'his repart has bcen prepared to dacumeni thc existing canditians of the CIearwatcr Beach area and to dctermine whethcr therc are such conditinns to warrant a Community Redevelopment Area as defcncd by and pursuant to Chapter 1 b3, Part III, Florida Siatutes (F.S.). ,�.-�.� The area within the Needs Analysis study area was dcfined by the • City of Clearwater �'^� Department of Central Permitting. 'Chc proposcd study area boundaries for the Needs Analysis is c�efned in Exhibit ��nd genera�2y ineludes all streets and Ianc� w�thin the northern lanc�ward side of Clearwater Pass, east of thc Gulf of Mexico, sauth of Somcrset Street and landwazd of the west side of Clearwaier Harbor. This area includes ail strcets and land within the , bottndaries as descri}�ed above with the exccption of Devon Drivc and Baysidc Drive. These two streets were eliminaied due io the exisling stablc residential development. This Needs Analysis was developed io dctcrminc, usin� thc de#initians as �rovided by the ,.. State in Ct�apier 163.33D, F.S., whethcr thcrc cxists any slum ar blighied areas which constitutcs an economic burden which decreascs thc ta�c base and rec�uce tax rcvenues, impairs sound grawth, aggravates traffic problcros or substantiaiiy hampers the elimination of traffie hazards and the improvcmcnt oitraffic facilitics, among othcrs. �� 1 - . . L �-.J 1 � W � � � � � A � � � �� W � �a � � � � aQ � � � �� AA ��W ,� �� E� o �� W'� �. . � � ��.. � � i. * � f -_ Cttapter Ib3, Part III of the 1�lorida Statutcs nddresscs ihc rndings nnd declarations oF neccssity %r Community Rcdcvelopment Areas, Any cpmmu�ity may formulate a workable program for utilizing appropriate private and �ublic resourccs to climinatc and prevent the develapment or spread ofslums and urbar� bli�ht; to cncouragc community rchabilitation; to provide for thc rcdevelopment ofslum and blightcd arcas thrau�h cnforcement of zoriing and lar�d use cantrals; az�d, to promotc thc rchabilitation of's)um and blighicd areas �y rcptanning, rcmoving congcstian, providing yards, play�rotirids, and at�cr public improvements, . encouragin� voluniary rehabilitation, and compelling thc repair and rehabilitation of deteriorated or dcteriorating structures. , 3, In order to establish a Cammunity Redevclapmcnt Arca the govcrning body must adapt a resolutian finding chat one or mare slum ar blighted areas, or ane or more areas in which there is a sh�rtage or housing afforc�able to ressdcnts of 1ow ar modcrate ir�come, incluc�ing the eldcrly, exist in such county or municipality; and, thc rchabilitatian, canservatian, or rcdevelopment, or a cam�ination thereof of such area or areas is necessary in the interest of "�'S the public health, safety, marals, or welfare af the residents of such county or municipality. �efi_�it�s of_'_Rli�;ht' a.�d' lum' reas The purp�se of this report is to determinc, using thc dcfinitians as providcd by thc State in Chapter 1b3.33Q, F.S., whciher thcrc cxists any slum or bli�htcd arcas which constitutes an cconomic burden, impairs ar arrests saund growth, a�gravatcs traffic problems ar substantial�y hampers the climination of traf�c hav.ards and the improvemeni of traffic facilities, am�n� :. others. The State addresses and dc�incs blightcd condstions in order to rehabilitate an area so that any blighted arca may be eliminatcd, rcmedicd or prcvcntcd. 'I`he Statc dcfincs both 'slum ar�a' a�d 'bli�htcd arca' in Chaptcr 163.3�0, ��.S. A'slum area' is dcfined as follows: � . ; �� 3 � �� !� � "An arca in which t�crc is a precfominancc af bui(c�in�s or improvcmcncs, �.. ' whcthcr residential ar nonresidcntia�, which by rcason of dilapidation, dctc�-ioration, age, or absolescence; inadc�uate pr�visi�ns for venti�ation, �ight, air, sanitation, or opcn spaccs; high acnsity ot populatian and ovcrcrowding; , thc existencc nf conditions which endangcr Iifc ar praperly by firc nr other causcs; or �ny combination of such factars is conducivc ta ill hcalth, transmission of discase, ini'ant mortaiity, juvcnilc dclinqucr�cy, or crimc and is dctrimencai to the public health, safcty, morals or wclfarc." ..-.,,. 'Blighted azea' is dcfincd as foiIows: ,"(a) An area in which therc arc a substantial numbcr of'slum, deteriarated, or s�etcriorating structures and conditions which endanger life ar proger�y by fire or other causes or ane or more of the Tollowin� factors which su�stantially impairs or arrests thc so�r�ci grawth ofa co�nty or municipality �nd is a menacc to thc public hcalih, safety, morals, or welfarc in its prescn� condition and usc: i. 1'redominance of defectivc or inadequate stree� layout; � 2. l�auity lat layaut in relation to si•r.e, adequacy, accessibi[iiy, or usefulncss; 3. Unsanitary or unsafc conditions; 4. Dcterioration af sitc or other improvcmcnts; . � 5. Tax nr spccial assessment delinc�ucncy cxcecding thc i'air value , nf the land; and � 6. I7ivcrsity of owncrship of dcfcctivc nr unusua� conditions of � title which prc�cni thc frcc alicnabs�sty af land within t�e detcrioratcd or haiardnus arca; or (b) An arca in whici� thcrc cxists faully or inadcquatc strcct iayaut; inadcquatc parkin� facilitics; or roadways, brid�c:., or public transpor- tatian faciliiics incapablc of h�ncilin� thc volumc at'traflic flow into or throu�h lhc atca, cithct� al prescrtt or foilowin� proposcd canstructian." 4 � � _.... - -- � ---- ----- - . � � ' i Bgscd on thc definitions af both'slum arca' and'bIightcd urca' from Chaptcr 163, ��.5., a list of indicators for slum and blight werc idcncified. �ach of thc indicators werc inventoried and researchcd using infarmatian from thc Public Warks Dcgarimcnt, Ensinccring Dcpartmcnt and Central Permitting Depariment. lr� addition, visual observations and windshicld survcys were performed for other indicators whcrc maps or rcports wcre not avaijablc from thc City. Thc information described for eaah indicatar is rcicvant ia thc study area. Indi�ators of Slum Canditic�ns An inventnry and survey of the structures on Clcarwater Beach was prepared by the City of Clearwater IIuildin� Division. The survcy was complelcd in 1994. The survcy idcntificd the condition o�'each structurc within Clearwatcr fieach. 'I'iic stirvey was prcpared in ordcr %r the city of Clearwatcr to evaluate thc typc and condition of structures that existed in Clcarwater Beach and to identify any structures that provided unsal'e conditians. The sut-vey indica4ed elcven (1 l) �tr�ct�tres to bc unsaTc or dilapidated. Since the date of thc survey, five `'�`' (S} of these structures have been demolished by thc praperty owncrs and another one (1) ��l : owner has recently submitted an applicalian for thc demolition of a structure that was ,� identi�ed �,s unsa%, I�our of�tc remainin� siructures have bccn or arc in the pracess of bein� rchabilitatcd by tlie owners. Only onc slructurc rcmains whcrc no action has occurred ta datc by the owner. `l'herefore, based on thc City orCtcarwater F3uiZdin� Division ]nventory and Survey of 5tructures on Clcarwater 13cach thcre cxists onc unsafc structure within the Ctearwaier Beach Needs Analysis flrea, It is cancluded that or�c urtsafc structurc docs not canstilutc a'slum arca' nor docs it constitutc �� an area of deterioratcd or deteriarating structures as identificd as one of ihe indicatars for a 'blighted arca' as defined by Chaptcr 163.340, r.S. � S !�. ' r--. ` B i h cd di i n� . g ,� 1. Predamir�ancc of Dcfcctivc or lnadequatc Strect Layaut TEie tra�'fic paitcrns at Clcarwatcr I3each are such that S. R, d0 "is ihe main 4-lanc artcriat cntcring Clcarwatcr �3cach from downtown Clcanvatcr. As S.R. 60 entcrs Clcarwatcr �icach it divides into a onc way pair (Mariannc Strcct westbound and Causeway Houlevard eastbound). Upon cntcring CIearwatcr Bcach fram S.R. 60, Manda�ay Avcnuc �rovides a raute north throu�� t�c morc residential arca of Clcarwalcr �3cach and Coronado Drive provides a connecting strect south ta Gu�fvicw �3oulevard which pravidcs the major north/south access south to thc Clcarwatcr Paas f3ridgc, Gu2fvicw Boulevard is also a 2-larie roadway. The other major north/south roadway south af S.R. 60 through Clearwater Beach is Coranado Drive (2-lana) which is thro�gh a commercially designated area of hotels and matels. The niher roads are generally connectors and lacai roads providin� access to the residential azeas and to ot�cr motcls/hotcls anci retail in thc area, Cangestion occurs whcrc Gulfview I�oulcvard and Coronado Drivc intcrscct and cnmbine the ��''; narth and castbound traffic to Causeway Eioulcvard and North Mas�dalay Avcnue. 'I�is is the ~~ only norkh/south raad between E� irst Slrcct and S.R. 60 and gcneraFly provides for battle- neckir�g and congestian. Thou�h the roads arc in adequatc c�ndition and thc lane widths are gcneraliy appropri�te, ihe layout of thc raads wcrc dcsi�ned ta accommodat� sinslc family res�dcnces as ariginally plattcd. Rcsidential dcvc�opment �cneratcs lawcr volumes ot tocal traffic. Instead, the type of development which has occurred or� C�carwater I3cac� includes: hatels and motcls; commercial; and hi�hcr density residcntial. 'I'hc arca bctwccn Kcndall StrceUJuanita Way and •� Somerset Strect is primari�y a mixture of Rcsidcntial, '1'ownhouse/Garden Apartments, and Cammcrcial (I-Iatcis and MatcIs) wilh somc �-�i�h Risc Apartmcnts, and Rctail intcrsperscd. �ram Kcndall Strcct soulh to Mariannc Strcct thc uscs arc prcdominantly Commercial with thc Yacht Basin n�rih of Iiay Yacht i)rivc idcnlificd as '1'ownhousc/Ciardcn Apartmcnts. Howcver, asidc from thc YachE 13asin and somc npcn Spacc, the arca bctwccrt Kcnd�ll and Marianne Strect is prcdominantly Commcrcial. �� _._..v.. --- - -- 6 �� Thc are� bctwcen Gulfvicw 13aulc�ard, I Iamdcn C?rivc arid I3rightwatcr Urivc is scncrally � Commercial (hatel/motel} with a fcw Rcsidci;tial lots. '1'he Cammercial (f-�otcl/matcl) land . , uscs continuc south alang Gulfvicw E3au�cvard tn thc intcrscciian with Gulf I3oulevard (Clearwater Pass Bridgc). Cammercial Retail is predaminanl bclwecn Gulfvicw Eioulcvard and Bayway Boulcvard whilc �'ownhousc/Gardcn Apartmcnts and I-Iigh Risc Candomii�ium arc predominant at the south er►d of Clearwater l3cach along South Gulfview Bo�levard and Bayway Baulcvard, 4vcrall, thc study arca is �cnerally dcscribcd as havin� a mix af residential and commcrcial �scs lo thc narth of Mariannc Strcct, a prcdominancc af . commercial south oi' S.R. 60, and hig� risc condominiums and tawnhouscs an thc southcrn • tip of thc Nccds Analysis Study Arca. � Many ofthc cammcrcial propertics havc parkin� in thc front yards which backs aui directIy 2nto iraffic crcating both harardous cQndiiians and traffic con�cstion. Many of thc parking areas arc not large enough for cars and; thcre%rc, portions of the vehicZcs encroach into the ri�h,t-af-way creating hazards for other vchicles and pedcstrians. The cnmmercial �ses, cspecially the hotc2slmatels gencratc a largc gedestrian population al the Beach. The Pier 60 area, specifica(ty at thc inicrsections of Coronado Drivc, Mandalay � Avenue, and Pier 50 Drivc, are hca�ily uscd by pedcstrians crossing to the 6each. In additioti, aIl intersectians along Mar�da�ay Avenuc and along Sauth Gu�fview Boulevard have heavy pedestrian trafiic and are identificd as areas oi' vehicularipedescrian conflicts, Thou�,h crosswalks arc pravided at many af thesc intcrsectians, thcy are not provided at �ll intersections and those crosswalks thal arc providcd may nat be adequatc for the amount of . pedestrian traffic, Pedesirian crossin�s are gencrally providcd �long Mandalay Avcnue and Gu1S'view Boulevard. •- The lacation of these crossinss are shown on 1?xhibit 2. '1'hcsc crossings arc gencraI�y #'ar pedestrians walking ta the bcach as�d to rctAi� areas. l�lawever, it is important to note that the ,�� pcdestrian crossings do nnt always carrespond to locatians af �ublic parking arcas or to all intersections. Observations indicate that pcdcs�rsans cross thc strects in ihe middle of blocks and wherc no crosswalks cxist. In addition, thcrc arc n� crosswalks on Caranado Urivc which is a commcrc3a} rctail arca of Clcarwatcr I3cac}�. 7 r r � 0 , J � ,.. �� 7'hcrc arc no bicycic �artcs providcd on t4�c roads �t Ctcarw�tcr E3cach. t3icycZes �rc e�scd cilhcr � on ihc s4dewalks creatin� a pcdcsirias�/bicycle con(�ict or an thc strcct in a vchicuiar lar�c causing canflicts with vchic�es. ` Exhibit 3 indicates thosc sirccis that �Srovidc on-strcct parking. �It�aug� t�c: �arkin� is limiicd, ihesc spaces are very v��uab�e to thc busincss owners alon� thc �each. 1-Cawcver, thc spaces may also be necded �n the �`utUr� to providc %r road widcning, �JTG}�CIC IanCS OF additional sidewalks. S�iau�d this bc ihc casc, altcrnativc parking must bc analy�cd and thc paricin� situatiar� %r thc commcrcia� businesscs musti be reso�vcd ar estab�ishea elscwherc wiihin a rcasonable dis�ancc. It is impo�tant to notc tha� many of thc ir�dicatars such as parkin�, sidewalks, bicyele �ar�cs, roa� widths have � direct Gorreiatian to each ather and; there%re, must bc addresseci accordin�ly. • It is concluded that ih� lay�ut o!'Ciearwatcr i3each was to �ccommodate anci scrvice a lawer c�ensity residentia� community. However, due to lhc pa�uiarity af t�c bcaches, t�c cxisting uscs and exESting zonin� desi�nations ihe community is morc dcnscly deve[npcd with commercia�, hotelsfmotels ana highcr resi�cniial densitics. 'i�c �ayaut af thc roads da nat �� accommodaic the density of t�e uscs due to the hi�her �cneration rates af commcrcia� uses; �� a[ac�c oi' sidewal3cs along thc roads; and a lack of bicycie i�ncs, S�auZd r�ac�s req��rc widening for such amenities, ihen baih an-strcct and of� strect parking losses bccomc an issuc that must be resalved. 2. Faulty Lat Ls�yaut in �tciation to Sirc, AdequRCy, Acccssibifity, or Uscfufness The c�esi�n of Clcarwater [3cach is a function o�' thc shape of thc barricr island and thc manmade �and that was drecigea ta �nha�cc and enSargc lhe Clearwatcr I3eact� arca �nd prav�de mora op�ori��itics For develapmcn�, CZcarwater I3cach was ori�inally pfatted for residcntial devclopmen�. '1'�iis can �e sccn from the smali residcnti�I siicd lots a�an6 thc roadways as shown in Ex�ibii �. } lowcvcr, durin� thc i 950's anc� � 960's i� larida bccamc papul�r and cstabSisncd as a resort fuca. Since that timc, Clcarwatcr f3cach has dcvclopc� as a product of ihc tourism industry by providing beac� Crnnt lndging ana busincsscs, includin� i�oiclslmotc�s and other rentais, a�on� thc main cocr3dors of C1c�rwaicr �cach. Clcarwatcr Bcac� now inc�udes a�argc commcrcial sc�ment consisiin�, ofmoletslhotc�s, rctail and restaurants, ��.�i � � � r. � �_. ..� � . �� IJ � � V � I�*■! � � � � E"� W� W� �� ° � �� .� �� H��...� . � � E� a W� � G� � �� c+� � H � �a �� f�l ° � a Sincc Clcarwatcr Bcach �vas vribinally planncd as a residcntiai cnmmunity thc lots wcrc �' . initiafly laid out as smaIl residcntial lots. M�ny of ihc lots currcntly bcing uscd �s cammercial werc ari�inally ptatted for residcntial devct�pmcnt. 'I'hcrcforc, thc sire and layout o1' i�e lols . are gaar�d for singlc family residcrttial dcvclopmcnt and the carrespondin� land dcvelopment regulations, rather ihan for commercial dcvelopmcnt. ��lowcvcr, the dcvcIopment ircnas and zoning designations (Bcach Commcrcial District, C�3; Rcsarl Commcrcial ?4 District, CR 24; Resort Commcrcial 28 District, CR 2$; Multi-I�amily Rcsidcritial 20 Uistrict, RM 20; and Multi-Family Residcntial 24 Districl, RM 24} all indicatc cammcrcia� developmcnt is best suited for the arca. lt is difiicult far devclopment to properly occur with t�e small lot si•r.es and the reyuiremcnts oi'fthc r.anin�; ordinanccs. l�ar cxamplc, commcrciat parkin� dcmands arr extremely dif#icult ta mect given tY�e smail lat sii�. In addition, ihe zaning dcsignations allow for high dcnsity devclopmcnt which can nol bc achievcd duc io thc correspondin� height restrickions. 'I'he �ots arc generally narrow allowing littic opportunity for new devclopment on naxrow lots duc to the sidc setback requircmcnts. '1'he uscfulr�ess and adcquacy of thc existing small lois with regazd to ihc �aaning requircments is questianablc. The anly parking availablc to many lols on Clcarwater Beach is in thc frnnt �� . yard and backs out into traffic, ]n addition, ihere arc no sidewalks along thesc roaas. Shautc� sidewalks be added alon� the roads there wiIl be no spacc for parking in frant of many t]L15lil�S5C5. Thercforc, the parking would bccomc inadequatc and repla�^mcnl parking would also need to �e addressed far cach lot. in addition, many of thc lats �iave non-conformin� setbacks. Cxhibit S indicatcs those lats which have non-confarming setbacks. Although thcrc has bccn somc consolidalion af lots in thc past, ll�ere has bcen no cansalidation of lots since 1990, with the cxccption afthc Pclican Walk dcvciopmcnt on Mandalay Avcn�c. No subdivisions have occurrcd within thc study arca. Commcrcial dcvclopment has bcen contine�ing on Clearwatcr Bcach, '1'he commercia� devclopmcnt �as been occurring on the resideniially sized parccls. This has bccomc difficult whcn altempting to mccting specific sctbacks, hcighl restrictions, loi covcrabc and parkinb rcquircmcnts. Thcrc arc very few undevelopcd lots within thc Cic:arwatcr lieach area. Six vacant lats are lacated norti� of Marianne Slrccl, faur vacant lots arc Ioc�tcd along 13ribhtwatcr Boulcvard, three an Gulfvicw I3oulcvard, and anc on I3ayway [3au�evard. 'Chis totals 1� vacant lats in thc � Clearwatcr ncach arca. '1'hc �acanl lots wcrc all aribin�lly plattcd far sinblc family residcntia� � 12 � ,• , . i� • � '" . . r^, � . � � � i � �� . � and �rc'sizcd according�y, making commcrcial and �iighcr acnsity resic�cnti�l dcvclapmcnt difficult with the sciback and hcight resirictians. It is cancludcd that thc �oi sires arc tao small for thc amount and typc ofdevclopmcnt t�at has occurred on thc lois, crcatin�, har,�rdaus conditions for pcdcsirians and vchicics by having parking facilitics in frani yards that back out inta traffic nnd ovcr sidewalks. '1'hc lots can not adec�uately develop duc to thc narrow ?ot widths and requircd sctback and heisht restrictions. , 3. Unsanitary ar U�sufe Conditions The mast prcvalenl condilions that arc unsafe idcntificd in the Clcarwater Beach Necds Analysis Area arc as fallows: Lack ojsidewalks ai al! streels Clcarwatcr I3each as a bcach communily and should be gcarcd toward thc pcdcstrian. Therc arc holcls/matcls and rental unils on cvcry strcct which should bc accommadaied w�th sidcwalks to provide a saFe passagc %r pcdestrians. Exhibit 6 shaws the lacations whcre na sidcwa�ks cxist within the Needs Analysis Study Arra. 'I'hc fo�lowing strccts do noi havc sidcwalks along thc cntirc lcngth af the strcct: • �iayway I3oulevard {�'artia!) 1-lamdcn I)rivc I3riglttwater I)rivc I�ifth Strect Coronado nrivc '['hird Strcct l�irst Sircct Glcndalc Slrect Juanita Way (Yartia�) Glcndalc Strcc� (i'ariial) Cambria Strcct 13ay �;splanadc 1� Poinscttia Avcnuc 1'sast Shorc Urivc I3aymont Strcct {��artial) Papaya Strcci /lmblcr Strccl . Kcndai! Slrcct � , �lvalon 5trcct Royal Strcct l lcilwaod Strccl ld�cwild Strcct (Partial) Somcrsct Strccl Cyprus Avcnuc ,. � . � � � � � � � � � � V � F�I � � � �A �� [�i � � � � L!� �o � ��H �� o � �� 1. � 1-�owcvcr, shou�d sidcwulks bc providcd alonb thcsc; strccts �i witl ncgativcly '� aCfcct thc amount af parking spaccs which busincsscs flwn. 'I'hcrcforc, both of � thcsc issucs (parkin� ttnd sidcwalks} �rc dircctIy cnrrclatcd and must b� analyzcd . as ane in ordcr lo prcparc a solution. � It is also important to noEc that alihou�h thcrc �re sidcwa(ks a1on� portions of thc main pcdcstrian strccts such as Gulfview 13aulcvard and Coronado Avcnuc, thc ssdcwalks wcrc constructcd to thc minim�m sizc rc�uircmcnts and may na� mcct � t�1c necds for a heavily travcicd pcdcstrian or cnmmcrciai arca. � 'I`hcre is xlso an area alons Gulfview Iiaulcvard, bctween l�irst and "1'hird Streets, � , whe�c some af the sidcwa�ks arc crackin� and detcrioratin�. . Lack of pedestrrai: crossings at intersections wfrere parkirt� lots are localed; on streets �Uitl� retai! co»:nrercial; and wleere pedestrians walk to aitd from the 6earlr. �"�'�y Pedestrian crosswalks arc not pravic�ed on Coranada I)rivc or on Gulfview `.�...,J I3oulcvard at ��if1h StrccE. 7'hcrc arc arcas wherc �ublic parkin� lots arc provided; � howcver, thcrc are na crasswal�s ot� ad,�accr�t strects i.c. Mcmoria� Civic Center, � McKay Park, ihc marina parki�g and arcas alang Gulfvicw �3oulevard, Lark of 6ieycte lanes an streels No strects within thc Clcarwatcr 13cach Nccds Analysis Study Arca arc rlcsignatcd with a bicycic lar►c. 'I'hcrci'orc, bicycics arc cit�icr on thc sidcwalks conflicting -� with pcaestrian irafiic ar in ihc vehicular }anes connicling with vchicles. '�'his is , espccially dangcraus with thc numcrous drivcways whcrc t�c vchicics back out dircctly inta traffic. ` � � _. _ .. . �......_:W.._ . . . . ..... , . ... . . � ...... ., � • i � ..� .---,,. ��:� � 1 �' Cars backin� otti at ta slr�ets iir traffrc. This has bccn idcnti�cd by lhc City ns a causc oftraFtic con�cstion. in addition, vchicles backing out of drivcways is cspeciatly dangcrous to pcdestrians. The r roads whcrc fifiv per�cni or morc ofthc lats havc drivcways (parkin� on thc front yard) ihat bt�ck out into traf�c f'rom thc front yard arc indicated bclow; Idtewild Strect I3aymont Strcc� Narlh Gulfvicw I3oulevard Poinscttia Avcnuc South Gulfvicw I3oulcvard 1-Iamden Drivc I3rightwater I)rivc l:ast Shorc Ur�vc I3ay 1?sp�anadc Cypress Strect 4. Detcrioration oC Sitc or {)thcr impr4vemcnts �.�. � Most of lhe bcach arca is in the range nr t�ree to six feet above mcan se� �cvei and is hi�hly dc�eloped with commercial and residcntial. 'I'�c area is primarily drained by indi�idual storm scwers which empty into Clcarwatcr I Iarbor �nd thc Ciulf of Mcxico. 'I'hcrc are somc low areas subject to f�aading whcn high tidcs causc watcr to back up through thc storm sewers. South Gulf doulcvard and 5outh C;�lfvicw I3oulcvard arc pror�c to nonding. '1'hc pu�Zic parking lois along Soulh Gu11'vicw �3oulcvard arc also pronc to floodin�. Durin� hureicanes and othcr major storm c�cnls Clcarwalcr Cicach is closcd and thc arca is cvacuatcd. Clcarwatcr Qcach is a ba�ricr island Iocalcd within thc CoastaI Ili�h 1-la•r.ard �lrca �nd; lhercforc, somc iloodinb is cxpcctcd. �rair�agc faci}itics appcar to �rc aacq�aatc. , ' 17 � ..ti�_T . . . �� '* � �. � �Y �� :. -. : No tra�'fic studics havc bccn prcparcd for thc Clcarwatcr I3cach arca. 1-Iowcvcr, thc City oI' Clc�rwater Evaluation and Ap}�raisal Report (E:AR) af thc Clcarwatcr Camprehcnsivc �'ian, 199�, pravidcs trai'fic caunts for I995 and prajcctions through thc Ycar 2025 for thc major raads at thc Bcach, namcly: �auscway f3au�cvardlMariannc Strcet; Mandalay flvenue; and Gulfview Boulcvard. 7'hc Icvcls of scrvicc (I,OS), a.� dcicrmincd in thc �:AR, for thcsc roads arc provid�d below; � Roadway Causcvaay $Ivd • Mandalay Avc. ��rom '!b ��unctional Cl�ssificatinn Coronado Ur. C��sew�y 13r. Yrincipa! Ilricrial Royal Way Mariannc 5t. Collcctor Mandalay Ave. t:l Uorado Rayal Way Collcctor Gulfvicw Blvd. Cnronado I)r. Clcarwatcr PS55 Minar Ilrlcrial L05 Nrajectcd i 995 ZO1 � LOS U C D C n c D 1� it is important to r�otc th�t thcsc fi��res rcflcct thc avcragc daily 1rafCc and c!o r�ai indicate pealc hour uaffic or pcak scason traftic. It is durin� thc pcak scasnn (Spri�g f3rc�k), holidays and weekends when the grcalcst level of uaff ic accur. '1'hcrc arc no impravcmcnts scheduled for Gulfvicw IIoulcvard. It is projcctcd thc 1.OS wiII bc ('ailin� on Gulfvicw E3oulcvard by 2415. Due ta t�c iong narraw shapc of Clcarwatcr [icach thcrc arc a iimitcd numbcr af nortl�/south -- roads. Based on thc a�cragc daily trips �cr day thc ro�ds aro �urrcntly adc4uatc. I-Iowever, � durin� pcak tourist scason and ha�iday wcckcnds thcrc is conbestion on thc roads. Il must bc notcd that ihc Clcarwatcr Eicach roads arc also uscd for cvacuatiz�g the bcach durin� major r hurricancs and storms. , 18 f'1 � ,� � Scvcral of thc blocks havc samc sircct pl�ntings, 11 two t�lc�ck aroft will� ��ndsc�pinb is iocatcd� along the east sidc of Man�a�ay Aver�uc from M�ri�nnc Strcct northw�rd to Ei�ymant Strcet, The street is landscapcd with shadc strcGt [rccs �nd scvcr�I v�riclics af ��Ims, and shrubs. 't'hc Clearwakcr Bluc Ribbon '1'ask ��nrcc htis idcntif icd bnt�i sidcs af Mand�t�y Avcnuc as an area for strcct tree planiings. Strcct landscaping alsn occurs ulong thc sauth sidc of S.R. 60 from Cnronado Drivc cast to [hc Causcway 13ridbc; tl�c I'icr 60 and �auch Gulfvicw I3oulevarct parking lots; and, in thc mcdian on 1'arkway Urivc. 'i'I�c C�c�rwatcr I3cach I31uc Ribbon Task l�arce has recammcnded that streetscapc and I�ndscapc improvemcnts bc idcntified and added to Clearwater Beach follawins the '�'ropica) Scascape desi�;n theme dcvelopcd for thc bcach, PQt�ble Water Sy,�tcm Thc city of C�earwater owns and operates an approxim�ie 18 watcr wc11s �aro�iding an approximatc � million gallons per day (m�d} oi'patablc watcr. In addition, Pinellas County Water System supplics Clcarwatcr wilh an additional 11 m�;d with mcEer siatians instalIcd at �� seven inier-cannects to thc County watcr syslem and large transmissian lines canvey water to downtawn and bcach arcas. �n additian, small cicvated watcr storage tanks supp�ement the systcm as stora�e rescrvoirs. Thcre is adcquatc potablc watcr servicc for ihc cxistin� developmcnt at Clcarwatcr Beach. The watcr capacitics 1`or �re scrvicc �re aIso adequatc far thc cxisting dcvelopment. �-Iowevcr, - both lhe Public Warks Departmcn� and ihc I� ire Marshal ha�c indicated tt�al shoufd future dcvclogment includc a high-rise, hi�h dcnsily residcntial dcvclopment thc adequacy of patable water and fire scrvicc will nccd ta bc addresscd. $�nitarv Scwer Clearwater I3each is scrviccd by the Marshall Strcet 1ldvanced Wastewatcr'1'reatmcnl Alant, 'Chc Marshall Strcct �'lant has a dcsi�n capacity to scrvicc 10 mgd. 'l'hc avcragc daily flow at thc Plant is 6.78 m�d. I:ffiucnt from lhc pl�tnt is discharbcd into C�carwalcr 1-larbor and transmiitcd throu�h a forcc main to a lacal �;olfcoursc and caasial subdivision as rcclaimcd , . 1 watcr. �,r� 19� '` �. , � 'I'hc sanitary scwcr systcm is adcquatc for thc amount of cxistins dcvclopmcnt, Continual � maintenance on the sewcr lincs is rcquircd. A ncw farcc main has bccn rcccntly constructcd on Sand Kcy. I�owevcr, shauld fulurc dcvclo�mcnt incIudc a high-rise, hi�h dcnsity resideniial dcvclopmcnt thc adcquacy af sanitary scwcr will nccd to bc furlhcr addressed. �.j,dcwalks . The cxisting sidewalks gcncrally mccl thc minimum si�.� rcyuircmcnts and are 5�`cct in width. . Exhibit 6 shows thc sidcwalk lacations within thc siudy arca. '�'hcrc is an arca alon� Gulfview • Boulevard bctween 2�irst and '�'hira Strccls wherc thc sidcwalk is crackin� and deteriarating. , Thcre arc many sireets with�ut sidewalks or with pariial sidcwalks. 'i'hcsc strccls include: � I� � Bayway E3oulevard (Partial} I-Iamden Drivc , Brigl�twatcr Urivc Fifth Strcct Coronado Drivc 'I'hird Strccl First Strcet ' G,..�idalc Strcct Juanita Way (Pariial} Glend�lc Strcct (i'artial) Cambria Strcct I�ay t;splanadc Poinscltia Avcnue l;ast Shorc [)ri�c 13�ymonl Sircct (Yartial) I'apaya Strccl �mblcr Strcc� Kcndall Strcc� Avalon Strcct Rayal Strcct I-lcilwood Strcct Idlcwild Slrcci (1'srtial} Somcrscl S�rccl Cypr�.;s Avcnuc Many of thc roacis with sidcwaIks arc lincd with iots whcrc cars back out ovcr thc sidcwaIk creating an �znsafe situatian for pcdcstrians. . , 20 r' � .. � . �� ' ' ' , � , , n S1�nd�rd slrcat iightin� is �r.r�crally provi�icd in CJcarwatcr I3cach. 'i'hc City of Clcarwatcr I'alicc DcpFtrtmcnl h�s indicatcd lh�t tiic strcct lightinb is adcquatc on Clcarwatcr 13cach with thc cxccption oithc following locations: ]s'�st sidc of Mandalay llvcnuc f'oinscttin �lvcnuc just sauih of Rayai Strcct i3ri�htw�lcr I}rivc at ihc ctil-dc-sac 'I'hc Clearw�ttcr 13c�ch 131uc Ribb�n '!'ask ��orcc lias rccommendcd that strcet I�mps bc inst��lcd in thc corc arca oi lhc bcach and alon� thc Causeway I3outevar� mcaian an� cmer�ency rn�d. l�lpwcvcr, the �as strcet 2amps t�avc nnly �cen insialled alon� Mandalay Avcnuc ns �art of the strcctscapc projccl ir� i 943; thcsc lamps arc acsthetic in nature and da litttc �o allcvi�tc darkcncd conditions on thc strccl or sidcwalks. ,�,,, . . . S. Tax nr Spccia! Assessment 1)clinquc�ry Excccding thc Fair Va�uc of #hc Land '1'hcrc`�re na Spccial Asscssmcnt taxin� dislricts identi(icd within thc Study Arca. A rcpori �rcparcd by !hc f'lorida !'lannin� Group cniiilcd "Rcdcvclopmcni Yotcntial Souih Mandalay Area or Clearwalcr I3cach" datcd May 199C addresscs potential rcdeveloprr�enl options far a portion of thc study arca. 'I'hc report addresscd thc undcr-valuation of land in t�c arca. 'I'he rcport citcd scvcral camparisons of thc asscsscd valuc of lands within lhe Necds �lnalvsis Arca. m '['hrou�h an asscssmcnt of a consotidation of lots, t�c �tcpart indicatcd that scvcral consolidatcd arcas of cgual sirc had sibnif icantly diffcrcnt asscsscd valucs ("1'hc asscssmcnls did not includc impravcmcnts which wauld havc skcwcd thc valucs). "i'hc rcport found that thc asscsscd vaiuc was gcncrally lawcr lhan lhc fair markcl of I�nd. "I'his conclusion �vas bascd on an �nalysis which consolidatc� locs and cnmparcd simi�ar si•r.cd consalidatcd arcas, . , �� 21 .� ._....._., . i d. 1)ivcrsity of owncrslii�� of defectivc or unususrl cryr�ditinnti of titic which prcvcnt � � thc frcc alicnubility of �and wit�in thc c�ctcriaratcd ar hu��rd�us s�rca; �r Thc owncrship of thc lots within thc stucly arc� is divcrsc. 'I'hc 2�nd is dividcd inta many smaIl lois as shown on 1?xhibit 4. '1'hcrc has �ccn no consolidation of parccls sincc � 990, with thc exceplion of Pclican Walk. �iccausc lherc is such divcrsity nf ownership it is extrcmely difTicult to asscmblc land for rcdcvclopmcnt. I Iowcvcr, thcrc arc no known conditions of titic, homeowncrs association ar subdivisic�n rcgulalions which prcvcnt thc cnnsolidation of fand ar dctcr dcvelapmcnt. 7. . An arca in which thcrc exists faulty or in�dcquatc strcet layout; inacicquatc parking faciIitics; or roadways, brid�es, or public transportation facii�ties incapab�e of handiing thc valumc af irafrc flow into nr throe�gh the arca, either at prescnt or followin� proposed constructian. Thc strcct layaut is discusscri undcr Indica�ors #1 i and 4 abovc. '1'his scclion will discuss in �� furihcr dctail thc adcy�acy af parking and transportatiort facilitics for currcnt dcvclopmcnl at�d y~ futurc projcctions as providcd in lhc parkin�; study prcparcd by Kimlcy l Iarn & Assaciatcs, Inc. in July 1996 for lhe city of Clcarwater. '1'hc parkin�; study evaluated whcther existin�; parking is adequatc ta mecl currcnt and futurc necds, '1'hc study furthcr determincd thc nced #'or futurc parking and providcd recammcndations for any dc�cicncics. '1'hc parking study evaluated parkin�; occupancy within ti�c bcach area durin� non-holiday wcckdays, non-holiday � weekends and haliday wcckcnds. 1'he locations of cxisling parkins lots are shown on I:xhibit 7. 'I'hc parking study rcport concluded, bascd on occupancy trends, thcrc is currently adcquatc parkin� durinb non-ho�iday timc and a dcficicncy in parking is rcprescnicd durinb halidays and Spring I3rcak. "1'hc parkinb study alsa prajcctcd �hc adcquacy of �arkinb facilitics bascd on futurc devclopmcnl activity for a fivc ycar gcriod bascd on thrcc dc�clapn�cnt sccnarios rccommcndcd by thc cily of Clcarwatcr. '['hc futurc dcvclnpmcnt Sccnaria �!1 includcd a 10 perccnl bcncral incrcasc in parkin�, dcmand. Sccnario �f2 includcd a 14 perccnt incrcasc in parkin� dcmand, rcdevclogment at ihe bcach cnlry and a civic cc�tcr rcdcvcl4pmcnt for intcnsive rccrcation. 22 � ;.. LSJ � � � i� � � � � � A � � � � � � �� C�? � �° �� ,.. �. r1 � Sccnario #!3 includcd a 5 pc�rccnt gencral incrc�sc in parkinb dcmand, a 10 perccnc hotci .., � accup�ncy incrcasc nnd spccial cvcnt incrcttscs. 13�scd on lhcsc sccnarios, parkinb dcficits will gcncrally occur during holiday wcckcnds and during pc�k usc (Sprinb I3reak) at prescnt � and for thc five year prnjections. Clearwater Bcach is currcr�tly scrviccd by thc Ja��cy '!'rallcy whic� providcs tra�►sit scrviccs bctwccn Sand Kcy and Clcarw�tcr f3cach. ]n addilion, thc PinclIas Suncoas� `I"ransit Authority {PSTA) provides bus scrvicc ta thc bcach. '1'hc lrai�sit routcs are shown on �sxhibit 8. :� Duc to the long narraw shapc of Clcarwalcr �3cach thcrc arc a timitcd numbcr of north/saulh . .�, roads. IIased an ihe averagc daily trips per day the rnads arc c�rrcntly adequale. It is ."" � impartant to note that thesc figures rcflcct thc average daity iraffic and do not indicatc pcak ;.,; how tca#�ic ar pcak scasan traffic. I-iowcvcr, durin� pcak laurist scason and holzday wcckcnds �'� � thcre is congcstion on thc roads. it is durins thc pcak scasan (Spring Circak), holidays and ;; � weekcnds whcn thc grcalcst Icvcl of traff ic accur. ! � Baset� on the analysis providcd in thc City of Clearwatcr IsAR, af the Clcarwatcr �� Comprehcnsive Plan, it is projcctcd that Gulfvicw 13ou�cvard wiil ha�e faiIing Ievels of servicc �... by. thc Ycar 2Q I 5. � � � 2q « <,. .�.... . . , . ... . . . .. , . . .. . . . - .. ,... ti ! :��!�� l `,i�� i � T � � . ° .lD: . � .�� s�1i .� • �nil!!f1 �� r ,;,`,14ui11:� � - �.�;,..� I � �`i��r � l��jl ;' f • ,.�,..�� 1��`� . ��_# �. ,,; *��,.� r �.. . Y�+,r:�-�: ,�•;',; `..�i r*,ti �•}r�? �# `" 4� �a'� �� ` .. � �.: �r, � ..�. s�. �ij � : ; • �i �� I� f f i�ll�. ��i�l1 � �� 4,;�' ��' 4 � - ; �. w �� , . ��`�+ .�r� ��r�i11i■ll! � L_� • � � .� ►,�r � �� , .._ .� � � �W p� E� �� Q � �� o � U ��a � w � � r W �4 � � �� O �