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2217 ORDINANCE NO. 2217 AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA, COMPLYING WITH THE "LOCAL GOVERNMENT COMPRE- HENSIVE PLANNING ACT OF 197511, AS AMENDED; ADOPTING THE THOROUGHFARE ELEMENT AS PART OF THE COMPREHENSIVE PLAN FOR THE ENTIRE CITY OF CLEAR WATER, FLORIDA; ADOPTING THE ATTACHED EXHIBIT; PROVIDING FOR PROPER NOTICE OF PROPOSED ENACTMENT; AND PROVIDING FOR THE EFFECTIVE DATE OF THIS ORDINANCE. BE IT ORDAINED BY THE CITY COMMISSION OF THE CITY OF CLEARWATER, FLORIDA: Section 1. The Thoroughfare Element of the Comprehensive Plan as required by the "Local Government Comprehensive Planning Act of 197511, as amended, and as set forth in the attached exhibit, described as: Composite Exhibit A - Document entitled "Executive Summary, Thoroughfare Plan", consisting of a table of contents sheet and 24 pages, is adopted in accordance with the "Local Government Comprehensive Planning Act of 197511, as amended, for the entire City of Clearwater, Florida. Section 2. The attached exhibit described as: Composite Exhibit A - Document entitled "Executive Summary, Thoroughfare Plan", consisting of a table of contents sheet and 24 pages, is adopted as part of this ordinance as if it was set forth in full herein. Section 3. For the purposes of this ordinance, the area encompassed by this ordinance shall be described as: The entire area within the present boundaries of the City, of Clearwater as such boundaries are expanded and redefined by future annexations, and the City of Clearwater service area which service area is further described as follows: Bounded on the West by the Gulf of Mexico, on the North by the centerline of Dunedin Pass; thence Southeasterly to a point in St. Joseph's Sound approximately 700 feet Southeast of Moonshine Island, excluding Moonshine Island; thence due East through St. Joseph's Sound and along Union Street to Keene Road; thence due North to County Roa d 34; thence due East to the Southerly extension of County Road 70; thence due North along County Road 70 to State Road 580; thence due East to U. S. Highway 19, excluding the Dunedin Industrial Park; thence due North to Curlew Creek; thence Easterly to McMullen-Booth Road; thence due South approximately 5,400 feet to City-owned property; thence due East approximately 2, 000 feet; thence North 330 feet; thence East 670 feet; thence due South approximately 3, 000 feet to State Road 580; thence West and Southwest to McMullen- Booth Road; thence due South to the centerline of Alligator Creek; thence East along Alligator Creek and the southern shore of Alligator Lake and Arlie Drive to Cooper's Bayou and Upper Old Tampa Bay all the way to the Clearwater-Tampa City Limits Sr-r- 07P.-DINAVC2 Ord. 02217 -1- 10/16/80 17}y p 3'tja 11'? 4•• L• ?..f??.???4lr...............L11.1?? and Pinellas-Hillsborough County limits; thence due South to the Courtney Campbell Causeway; thence Westerly, Southwesterly, and Southerly along the shoreline of Old Tampa Bay to the centerline of Allen's Creek; thence East to U. S. 19; thence North to Bellair Road extended; thence due West on Bellair Road to the Seaboard Coast Line Railroad tracks; thence due North to and along Ft. Harrison Avenue to D Street; thence due West approximately 150 feet, thence due North to B Street; thence due West to 4th Avenue; thence due North to A Street; thence due East to Ft. Harrison Avenue; thence due North to Watkins Street; thence due West to Waters Street; thence due North approximately 700 feet; thence West to the Intracoastal Waterway; thence South-Southwest approximately 6, 000 feet; thence due West to the Gulf of Mexico. Section 4. All required and optional elements and parts of the Comprehensive Plan as required or allowed by the "Local Government Comprehensive Planning Act of 197511, as amended, which are set forth in the attached exhibit adopted herein, are hereby adopted as part of this ordinance. Section 5. All development undertaken and all actions taken in regard to development orders, all land development regulations enacted or amended shall be consistent with this Plan and such element and part thereof in regard to the land covered by this element and portions of the Comprehensive Plan as hereby adopted shall be consistent with this Plan and each element and part thereof. Section 6. Notice of the proposed enactment of this ordinance has ,: been properly advertised in a newspaper of general circulation in accordance with Section 166.041, Florida Statutes. Section 7. All public hearings and public participation required pursuant to Section 163. 3181, Florida Statutes, and Section 163. 3184, Florida Statutes, has preceded the consideration of this ordinance. Section 8, This ordinance is hereby adopted and shall be considered henceforth adopted for the purposes of Section 163. 3184 (7), Florida Statutes, and shall become effective immediately upon its passage. PASSED ON FIRST READING October 2, 1980 PASSED ON SECOND AND FINAL READING AND ADOPTED tober 16, 1980 Attest: City Clerk Mayor- Commissioner ?r?c•^ +.?77 eF????s?F -;., ;1%"ti ?'-i3i ?'..'...•//'-- ?._ ,i1,st'`,r ., i s': ?.•:i ?.' "VV :e'ast'-.. ft t? .+^.=3..h t .t::? s 7i':,:.. 'l ?;? !• °. F. ORD. #2217 -2- 10/16/80 THOROUGHFARE PLAN CONTENTS r PAGE List of Tables and Maps ......................... ii Forward ......................................... 1 Inventory ....................................... 4 Methods of Analysis ............................. 11 Goals and Policies .............................. 19 Citizen Input ................................... 26 Intergovernmental Coordination .................. 39 Thoroughfare,Improvement Analysis............... 47 Implementation .................................. 79 ?,1??,"12e.31..7+y? -f,..r, *?,>.s' '1r . »r ..r V` ^.'}": 7'y1,?,'R...'R; a?':°' .+ti? o'?7rN+:' '3¢lti .l.e?l.?yj. J!$d'i.Md:•4": ' y» a,. •iU¢±yswi4*al+;rit :4" ' .^st THOROUGHFARE PLAN LIST•OF TABLES AND MAPS PAGE Map 1, Developed Urban Area in C1e'arwater.......... 3 Table 1, Paving Condition, 1976 .................... 4 Table 2, Thoroughfare Network Elements.,,.,.,*.* ... 5 Map 2, Idealized Arterial and Collector Network.... 6 Map 3, Existing Thoroughfare Network ............... 9 Map 4, Traffic Signals in Clearwater ............... 10 Table 3, Capacity Under Ideal Conditions........... 13 Map 5, Average Daily Traffic on Selected Links..... 14 Map 6, Arterials and Collectors Over LOS 'C' Capacity ............................ 15 Map 7, 1978 Accidents at Intersections ............. 17 Map 8, Planned Major Traffic Generators............ 22 Map 9, DOT Recommendations ............ ........ ..:.. 40 Map 10, NETWORK 5..........' ........................ 41 Map 11, Scheduled Traffic Capacity Improvements.... 42 Map 12, Scheduled Maintenance Improvements......... 43 Table 4, Siunmary of Thorough=are Improvement Analysis ............................ 67 Map 13, Major Thoroughfare Plan .................... 78 Map 14, Thoroughfare Improvement Priority Listing.. 85 Table,•5, Thoroughfare Improvement-Priority List.... 86 ii 0 Q 1•"'htr&yrt?,e+r,., e•:•#-. +?r;` y+r"4tC`f,?`„x!r»...y'ry^-re .'•9±•s°.v. ?,n:, t, ...a`e:^'dr.3 '.?1?-+p+",,'+";'•yu!rpe'.+-4A :,at'=:,'rt.7!:". ,.>r;r -s...rl«kaw; t••:- ;,M :. •..?(r? g,?s,: •,}1, '?t.'y',h:": '?'• .i. .1?1•'. 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".?"?' ? ? r'°ty'Y.?,G .r#?,.1'•.t:?,4'tf' :F -ir:-?d ?'?; ?t•y:r.: •'.•''e'r, ;•t, $'.?.??.+ •': •.3 °.4!?tr:} •J, i•'r, f` tf ?.± +t1:1rr?•,x:t'?p,s?(,7g,.f,:S' ?:-`? :"?t•{i?S `il,t<-.1?.t''}'s1i{? .1;?:5t:. '•..',fl.:?. ,?:A.^?'::?,?,:,:i!}?•'i?`:9?,'+.';. _;??.°';•{,.???#.r1t.<<`•SN,?r',?? '?,'? r ???<?ti?tc?.?'Y r C?? t} - _ ?..-. .. ,-- .if: ;:=•=t r'-':?.':.,?, rte".,.,,. '?:_ra }. F !.r`%".? .t` 1 !??'1i! '``1 ) THOROUGHFARE PLAN FOREWORD The Thoroughfare Element is one of the key components of the Comprehensive Plan. Of all of the problems which receive media atten- tion and citizen input, traffic movement is among the most critical. No area of planning is approached with quite the same thoroughness as road planning. As documented in this plan, there is a well-coordinated, ongoing thoroughfare planning process operating in the urban area. Why then is the County beset by such severe traffic congestion, and is there relief in sight? These and other questions will be addressed in the Clearwater Traffic'Circulation Element. The pattern of urban development in the County has largely .emerged since the second World War. The ready availability of the automobile, relatively cheap fuel costs, and FHA-VA housing subsidies encouraged dispersed development patterns. This increased mobility was coupled with low land costs in outlying areas and the desire of many people to own their own homes to produce sprawl. However, the same factors which enhanced the attractiveness of the suburbs ultimately r placed severe pressures on the road system which was forced to provide linkages between increasingly dispersed sites of human activity. Further, those who, for reasons of economics, disability or age, were prevented accegs to the automobile often found themselves considered "second-class citizens". The automobile is one of the most pervasive factors in today's society. In the average City, more land is devoted to roads and parking lots than to any use other than housing. Paved parking area generally 'I rt t I' f l t e-.. exceeds building lot coverage in new commercial developments. Unde- sirable side effects of automobile usage have come in the form of air and water pollution, micro-climate modification and strip commercial development. These factors, as well as the increasing cost of.fuel, may yet contribute to a decline in usage of cars during the remaining years of the century. But, at least for the time being, automobiles are here to stay. Through the efforts of planning, of which this document is a part, a thoroughfare network will be built which allows safe, convenient -travel through and within Clearwater. f 2 'I.. .., w 'v ..' "'; m, ,t t,; .i -? 1 a ,;, u'rr r, " ? :: r • .: e ' ( I%' .'rirr' ;:?roe '. 'k' .. . . , (!, ,'?..: :, "_ .Ir' a; ?`ti_1; ! st•. ,P,' •;.,.' , .. ° « _ r'T.' 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Throughout the Plan, the discussion focuses on arterial, collector, and local streets. Local streets, as their primary function, provide access to adjacent properties. Arterial streets function to move traffic from one area to another as swiftly and with as little conges- tion as possible. This means that arterial traffic is, ideally, seldom interrupted by other vehicles making turns or crossing the road. Col- lector streets enable the arterial to function; they absorb traffic from the local streets and funnel it onto the arterial at selected access points. Table 2 outlines generally accepted standards for the different classifications of streets and roads. In 1977, Clearwater had 320 miles of streets and roads. A survey of paving conditions done by the City in 1976 indicated that the fol- lowing conditions existed: TABLE 1 Paving Condition, 1976 Condition Miles Percent Excellent 35 11% Good 208 65% Fair 43 13% Poor 15 5% Unpaved 19 6% 320 100% Source: City of Clearwater Planning and Engineering Departments .There are approximately 80 miles of arterial and major collector streets in the City service area. Major bridges connect Sand Key with 4 • .C':A Sssi` ?'_L'??`'5•J'?'?:???,'.'rF?`"Y."!Yi r.•,•'s,;..,'!.Er^rnr...'!;''s!E'!•.•v;-+;?„-2r.s•...rra.. :.:-;. ..r rnrw .. 1 t s,.', • .l".. ?' . mgt:: :itk„'t. E wo- ;a+.?a;..: ..,A w ' ;+ "y-e,• ?''r?,:: `f .; .. , , x.'t'eS'.'f'1',°. ,1ri.t 'rl-, s: ?r, t,ri,.?r?:e.?rtv... r.;.t , •t.s7^ tr }`w ?t , .: •••e•.....' T?S,',.rl,:,,, ,.y't-7`-. ,l ..1` .fie .4 ?.Y •"L., •r• ••(%.', 'w ?1 -? y} ',,.. 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Pavement Grades Speed Olhsr Ftalmas freeways Plaines rrgidrial and metrapdhtan Variable; related to 2A0-300' Vrrl:a: 12' per Jana; 3% 60 mph Deposited, at grade, at elevated. tanlinudy and unity. Limited se, regional paNern of G-10' shoulders Prelerably Gepnssed, through ur• case: rioFads classicist; no liallic population and both tidal of each ban steal. Require Inlanslve land. slops. Industrial cenlers Medway; 0'-60' tcaping, service roads, at adequate median strip. rear lot building &A-back tins 174'3 whore sarvke roods ere pal provided. hprestwayt Provide mdeopWtlan and city can. Variable; generally 200-26W Varlet 12' par lane; 4% 60 mph Generally at grade. Requires land. linuill and unity, limited accost; radial or 0.10'shoukkrs; scap,ng and service ruadt or ads soma channelited grads cmtsings clicumterenltal 0.30' median strip. quite rear got bullding setback and signals at major Inleaat4tians. lines (75') where setvks roads are Parking prohibited. not provided. Major Roads Provide unity thioeittoul cortllgu• IIt to 2 miles 120-350' 04' maelmum 4% 35-45 mph Require 5' wide detached side, (MJIW uterlsts) out urban arum Utrlalty loom for 4 lanes, walks In utben arses, planting bouhdailes for nolghbotltoodt, parking and strips (5'-10' wide or roars) and k11nu access eonlrol: ehennaliaed median strip. + adequate building setback tines IntrrseclonN parting generally (30'1 for buildings fronting an ' peohlW1e4. streel; 60' for buildings backing on street. SacaWsry Paids Main feeder streets. Signals where 41 to t mile filly 60' 5% 31"0 snph Require 5' wide delachad side. 114kWAIlulals) nredrd: slop signs an side shaols, walks, planting sklps between side. Occasionally Islm boundaries too waists and curb S' to ICY or more, nelghtiorhoodt, and adequate building setback lines 130x), Cotlactor $treata Main interior straits. Stop signs art It to N moo 64' 44' (2-12' Iredlle 5% 30 mph Require at liast 4' wide detached side streets. lanea; 2-I0' sidewalks; venial curbs: ptanling packing lanes) strips era desirable; building Set back tenet 30' from right of way, (aealSineta local service ghetto. fion•eon" olt,k+ckt 50' WuheraMOW 61% 25ottph Sidewalks it lass$ 4' In width for dative to Ihrougti tralfk. parking is densilks greater Ittan 1 d.u./acre, permlRed, and curbs and gutters. cul de'uc Sheet open N only one aud, with only wherever praclical SW 301-36' 115' 5% Should not have a length greater provision too 4 lure soound at the (90' die. tuM•around) than 500194t4 other. lurn•aotwnd) YN'erl Caret refl. I.r.t+a, P. M,. 0"16 . t,.rrty . Is, rt..•r, A. itt...r r?r Ir1 hr. w. !- 141r r:•.r 1..^ . osw I" S.", A r„' e.a,.eww, I/ t' ice- - .>hq? 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"' i... ? .i.. •.Z.a ''.;r. a yy// ??? ? rr"[? v.?T 'r' 3 ?,?' . tl' _'.'• :;??-•r?' S.' !}. ._• L= j??;1 ;?'`v r: P._: i ? y?3: =='Sfj ?? by ?' >4F;„?'S; •?}?I?xri •T i.,• t4:.'; ;F:_t•..- ?',r},.•?: .. •'?:'sr di,, ? a': - ?!`,.';'. s? ??,'.. i x ? yJJ?r':1, G:E. - .1! ? -:': ? 'd. : '1.:?.:?y?„ 3.,„1:?'.:•,?:5?'0.-..?a•. r? `J?i?`t.l?'?, aA .r,,{•L.? :1•:S: :az: ' "r_.•:i 3 .t. : k_"l' ,1?^,?``[; . '`s' ?• ' ;?: t • ,s)i? ? i°r •i ?i?'=t..;?r.? -l.;iF Y ? d 1.: ''.,.:" rd?. :•: •, ..f . C' ?`??'r}?•Y,; t:. ! r .+r •?' •Y.'''Z t. %x':? 5r' •: •::i 5-• r:}: -':':. "?-h> '?S,i •Y t ,r[1 ..F. .0"•,. i'a••3r Jv' ,Y t Clearwater Beach, and Clearwater Beach with the mainland. Courtney Campbell Causeway connects Clearwater with Tampa. Minor bridges are found over Stevenson's Creek, between Island Estates and Memorial Causeway'(connecting the various landfills which constitute Island Estates), and across some of the smaller creek branches within the City. The Sand Key bridge, a toll facility, is the only major bridge under the jurisdiction of the City. The Memorial Causeway and Courtney : Campbell Causeway are maintained by the State Department of Transpor- tation. Unlike many other densely populated areas, northern Pinellas County has no expressways linking the various sections of the region. This is especially unfortunate when one considers the north-south tr_nspor- tation system. The land mass of Pinellas County is shaped rather like a large figure 8. The width of the County in Saint Petersburg is more than twice the width of the County in southern Clearwater; at Belleair Road, the distance from Clearwater Harbor to Tampa Bay is a little over five miles. All travel between the northern and suuthern parts of the County must funnel through this geographic "neck". Coupled with a high population density (2672 persons per square mile), this geographic peculiarity contributes greatly to traffic congestion in the Clearwater area. As seen in the accompanying maps, Clearwater's arterial and col- lector system is quite well developed, and is an integral part of the dense urban pattern which exists in mid-Pinellas County. Continuous north-south arterials exist in eastern and western Clearwater, but I there are no continuous north-south arterials in mid-Clearwater at the present time. 7 , r Clearwater currently has five east-west arterials within or adjacent to its boundaries which traverse the width of the Pinellas land mass. Gulf-to-Bay Boulevard is the only one of these which is I currently developed to a greater than two lane capacity. As can be seen on map 3, there are many other arterial road segments, but these segments have not been completed. 8 r' 'A 71, .en .-,7,'!;:w:)r•N%:, .,, . ,v ,. Jt .. - _r ,x s.•titr+{[±^> P', Y: :y t . ,s ;??a, ' : [-?_!.?;?_?" 5' '` ' ' ' L •• ' ? _$ ei ? I -1% - ?,' • i . _;`,. .1 I S° , i ., t S?. d' 1! e S . :" r S ` ,. i` ,h .;,•i•. x , rv '! ' , ' 1, r 11! 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Ih?? ?'<'i?,x"? f .w,,, cj k.?` 1k +6d•i . r 4r }?,: a..y Y. ?'I'r '1]+'` i ,: {.. - ;?"i r±i4 ' .fi'r' {: ` '-' (,, r,- Y L ..+•` t,. ? ?l' k' ?.y.? ?%d? 1 f.'*,'.,?nq?t 't ?q;?'?` I§•l?t -?°ti`.+?'' ??? yi "cT. ..ii ib,. 'i. .-.. ->'>f:.'§..??`-."•. f.`Ci 4'S:a°?-!L?r ,...;.?f'?X?" a'•.'iP ?:?i•:. ;:'•-_t?.3?r'.4d"n`.axt`?.r ??. i.[ } .b o 0 a 0 r3: > I G?. I' e s e s METHOD OF ANALYSIS Clearwater's road system provides access to all areas of the developed City. A measure of system effectiveness has been derived to determine how adequately a given road system meets the demands placed on it. This concept is known as level of service (LOS) and it serves as a qualitative measure of number of factors which include speed and travel time, traffic interruptions, freedom to maneuver, driver convenience, safety, and vehicle operating cost. The LOS concept establishes six levels of service designated by the letters A through F. These levels of service are defined as:' Level of Service A: This is a condition of free flow, accompanied by low volumes and high speeds. Traffic density will be low, with unin- terrupted flow speeds controlled by driver desires, speed limits, and physical roadway conditions. There is little or no restriction in ,maneuverability due to the presence of other vehicles, and drivers can maintain their desired speeds with little or no delay. Level of Service B: This occurs in the zone of stable flow, with operating speeds beginning to be restricted somewhat by traffic condi- tions. Drivers still have reasonable freedom to select their speed and lane of operation. Reductions in speed are not unreasonable, with a low probability of traffic flow being restricted. The lower limit (lowest speed, highest volume) of this level of service has been used in the design of rural highways. Level of Service C: This is still in the zone of stable flow, but speeds and maneuverability are more closely controlled by the higher volumes. lTraffic Engineering: Theory and Practice Louis J. Pignataro, Prentice- Hall Inc. Englewood Clitts,r`NT 73: 11 ',?-s7r•Yrliwet'*'l?Ya.,;yV•FtE,•kl;e.?F"!s.••,,,1. .?^t a«pk.m Y?g, «.rriy :i?, ..,.< «.; ,.. .,a.t. ;!•,s4 Fe-•' :?YF.."- ..-y;,.d+4ai?sa.e -. S. •n4 3 ,».,t:n..t.....'?k.o<., ,R; •aa. ,,,.n. ""Z', ,-•?-, •,.?,., .,.+.s +t+nld,S:tt? r t: [SiJ•:'-'?-? -1'"' ?S r , ,.r•:: L,3.. .??. 1.:::'}.:;9,,'.F;,h-°. 'a :+?,.3; ."!r_,?j?.F?i l':':;r •i i,M ??.• ,-,r ''+-` 1r. 4t.,: ?:r" :, t:.?. iau.? ..ci J:, :'§.':'.,.• ?" °' ?a ? ' is ?'rY ,: f' fN: .:?': - '^r•' :c".' -J: - ,,f .i '%? I-.?•.'.:: .^i ?,r, .T?..,,. i, r• "j.. ?4 •? 'K. I ti !S y.lct ''4 .A 4Y' •Y :Y ' 9 ' F: !? SUn 3, .w• f: t' Y. +?. -ski. ?• f •f, "S 1' ?; aC ail'..Jx. ,'{"'.nom- :'„ •{x: Sls? c?L.F`:: :a,r- z.' 'a,., ,rv• er inrii. ti? '.: ,:::,'. 't+« ;`.v,>' {? 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','h: rf •};""?.'.i. ?-',., pt'.a - .ti"S.:.r •,K1k?i ;?.;5.:: ry??,,,r,;,y, ..$?;? r? fl.; C???.c ??,'S•-u., .4,'{?:i;.JC: o,,l•{. _ ^,s,.'F..<'`[,V',';?'Y::,,?,SV';Sr": :;:1'?:,i'{ji°S".`;. rk??» ,;a.?; :.a a•i "kr'.r7'.:?''. ,, >HS}?x,'.''•'::'.a,,.y: .d'?? tt?+1'n?-?;.? f. ?. r?,ti .+'r :Ct ?.',a::l;?i''?'.+?4 :q. i...'. u-Y?.iF?'f` +'r'y ?>s`k ; i::. ?•Y f;;sr.4..: .`, :t?1i. #•' :u:- r{a:'.??":°x:`<".?:; .. .Y'; ,!,`? "?`y'?; 1 `# i,; is , ? .:'? a? i ?' sin r,f . ..•!t' e'r,, f..,r f .t'sir. •?':: ? `?• r_, . J,. a , a? r4'.k?:t i•,-7 '?•;?e?,, °?+?vS; tr'..'??. x:: 4':+t< •.r• -c"'.S;r :L:f.:-' _ :°J. :,;;• ';?y, .?.;' ?y. ,,j.-?.F.:?i r ' E ? ? '!'" ,tkx ,y ?. ',i'`l ris, fi' -r:, an•. :.:.,. nf.,'•z., ??? ',rtiL., 9C _k a. .t',, Y,, Y. :r .`r; _ ?rr.5:v ••°a' ^,.t'" •?„f?. tr {tr,. .C., .?t;•" ..+.?, a:n?t.?h"n '?`..?'L:S,.>?- ,SS'??_t;:i•^,_?,ti?• ' _-_, ., .. :.r _ _.:S"',, _. _4?t•... -.. ?r?_. .. -?:,'? r.. .,_ - .. , . •?.??: •ti'.. __r.., t,°•'?r........4.e+?'i:r.( ..v?Ff,..--:, -axe `4':.:F,. Most of the drivers are' restri,-ted in'their freedom to select their own peed, change lanes, or pass. A relatively satisfactory operating speed is still obtained, with service volumes suitable for urban practice. O Level of Service D: This level of service approaches unstable flow, with tolerable operating speeds being maintained, though considerably affected by changes in operating conditions. Fluctuations in volume and temporary restrictions to flow may cause substantial drops in 1 operating speeds. Drivers have little freedom to maneuver, and comfort and convenience are low. These conditions can be tolerated, however, for short periods of time. Level of Service E: This cannot be described by speed alone, but M?° L' represents operations at lower operating speeds, typically, but rat always, in the neighborhood of 30 miles per hour, with volumes at or near the capacity of the highway. Flow is unstable, and there may be stoppages of momentary duration. This level of service is associ- ated with operation of a facility at capacity flows. Level of Service F: This describes a forced-flow operation at low speeds, where volumes are above capacity. In the extreme, both speed and volume can drop to zero. These conditions usually result from queues of vehicles backing up from a restriction downstream. The V1 section under study will be serving as a storage area during parts of all of the peak hour. Speeds are reduced substantially and stoppages may occur for short or long periods of time because of the downstream congestion. The level of service depends on volume and capacity (v/c) and speed on the roadway. The average capacity of a roadway is 6000 . 12 } t?H f v. E• k.S -.i - r:k I i 1'• .1 ' fir,: i t'y` .f y-; °h•'r??+.s r,i LtjT, i- •r } J i•.a ,? kt _ 3>r '4'Nttir•, S:= " fi+ et, ,.fr. •; S3 - k` r?• a? - iYt ': n 'tx!sf .le'i?'x'°+;;f Ate"`«-C!!'. `r, .,`"{?r'„'+C'r°.'t? P;M7'w,i..:4 `: ••, •e . -M?*,??'7d,1? ` ?+rl+-'Kr'i•1??.+,,.:'?Ms: §ka'"5"q• :i+'..??.?.'r?a>a `7F• yyTf^ti: e?'d.. 'a.....,.r,?a ,, r""';y.;r' Y ws rd ??„ }c .rR ???Ar•' ?' s:.`.; ;F't? _-`+;.§' ,r, t.,5:5.r?;s<'{•1+?,,..," ..'-.'']?a?k{d' M1ir^ .^?:..?"?J!'`u", ;:,r.? i?•?v7 :^?.? :1'i •: .-'?t'+ .,?. :.'S: ,C.; F.,: .r •; ed'_° .r.',4 :, ) s , "'?:;. .;.??,.a.: i*• .? +.54+ :.,?;.?: ?,' . :> :,•'3't" ^.r.,? z • iP-' `i;ilF':;;•. 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'?„``..:k..,c ..b-tf..?. ..i^ : tC4 ?•';i! y?-??. ,..?.'.?:. .-. 'e'r'e:'.•yrma. al`: t??•ti x'. ,w.,3.' ),? !Q'Fd;S«.'? ?t`?Fs ??x "'??-,^l3•? lhC Fi? `Ci ;r; 1't •.4i.C?:l'r: .Y:»•.?;: :try,:;,.. S'N:` 'ti;as.A: :S;,.`.: .',?;., .ei?.,°?c r?.?be 4?y"AS "''t"Y.l3Ylrt7 °;t t 3 ?...r. .S ?,:R 4.j?. .[? x?'?7:. ?G ?a. Y ^? ... ... h.5.w°n t??k`-"i.F? .... F.:i• :l;:+...,. .., 5': ..+ i.'. L: :?%?4"5.•. n'.4._. ., .z4`.?`tA 1. a:?.•.S r, aia'•i'„f.'•i'}f ?'' !!.., ':' ?'.°: 3 `•: ,] e}i e:?:,'1• f'a'il °t . ' ?'f y .a i;L? `;Y.••i ?i rt i;F -'?.? ?Q, • 5P -AI %A4 ?`-Y4?r<,.&T. ..•S:.n.%Sa=?;f;nl?" ? s.:?'.:•':?:si't%S.• : "?n'6jtif.+; ?: ??; S:j`4 .,? {3Sa.>i.l? Yr:'L?'?'.r'`i ?... ar 3..f.,.;''.'?',t•)a'iir ?'}7?}..•_'i'="a •. e.??s."f 1s?; .y°e ?? '•??-?, ?-f>.}f'11 .F •'.}' e?. 5`. '?°'°°??`?-_`§''<)4=' ??? 5q _!'.Y- •.'PS:: .+,r 5'F+.3i' ...: ???•.. ?,,. e', .:,5 ??,..,,'i..: •i'irrw?i :,s?}21„?.?.;',!°?'Yj. '?Y`?'%Y.' "f? 1.?1`4??'~,?i, •:?a.ti?Af.•#e`, Y7 •a?"' .° ?` i,^{' §?" ?"f: !i >?1?. ,.5l?}•?MS ji ,.3. .,?/?? S ? Zl F:r ?? •.?+, ?'??.pl?'v?.?: ,.{4i°??' il'. 1. t., raxYJ?a 3$i [i'.n? t.y.}?3:•h F, '?,-"• ?R, f«'.a ''S":?L?,SJr.?,3'j,••;`i:,f•;Nq`° '.j'?- .:51? •.?,::"r w,w`.a{'iit,,^.:,1_ •y:???. ?.C ?r r?so?tgti ??§?r,?.?t.:r'' ..r'`?i^. '^?i'_'?i'??:°,.?ly;•i;..?ii ,o?i??. ?L•. .Y ?`? ?;? s!•a ?4l? ?, , q'' ,•'. Y?If; ar 1: •?1' Y i'?4': y?T •', ,31.11,`,Y^` ?'?'' 2 ?:;??."P-w. •. i. ii. .?t• 1???',;s,,ir:.i?.?°;'' ?j"??+ir?l'.i••4i • rw'S.'??r.,? r?:..S'?.;c•iFx+e•?5i h.^?}?:[':.?r.?, ?{;.?v.i ?1k? „?aTa.f5. ;;j:??,t^?r'c??••,??,?,5^!.q •?t}?,,s'Li%?'!:";??:,???4i;r`ti.'E,'JFf"A L} r?+U j ?'•? rr ?F a ?? ?a a.t? ? r ) )T§°"?, ?..u ?rln ^ + f .??? ',t lL [G•t ?°;: 'I.M: ?? 4a. ??l.:Sti Y?,?y' )i?':.`Ni.. ?? ?" r??.')'f'} '.:.I., il•iv a,?sof' Sl:'.?`', •.T .k' •'Sf 7) 1 } .it ?i'.????,? !ajti\.i ,!j'i f?•y:,'•^•1:',?F;?_1.?:F`..i = ?_?:.i.'??rF •??. h<,. h?.:.., ? „•, •.:: ??'. ...n .`S`e+!-?i ? ?Y.f4r :J.. ? . .1. .f?L``... !•J :5'r?t'G .•1#?C {l?n' l? r ,?i°. X43 .,. _ vehicles per lane per day. This may also, be broken down to a per- hour standard. TABLE 3. Capacity Under Ideal Conditions Type of Facility Capacity (pcph) Two-lane, two-way roadways 2,000, total both directions Three-lane,.two-way roadways 4,000, total both directions Multi-lane roadways 2,000, each lane, average Source: Urban Planning and Design Criteria, De Chiara and i oppe man, 1975, p. ZDb. As can be seen in Table 3, the ability to allow turning move- ments without hindering through traffic flow is a key factor in ser- vice level determination. Every time one driver must slow down or stop to permit a turn, speed and, therefore, level of service, is reduced. Other factors which affect roadway speeds or capacity are grades, sight lines, the angles of curves, width of the roadway, and the number of trucks or busses in the traffic stream. Another factor which is taken into account are the flows at peak hours. Traffic volume variations within the peak hour can seriously affect flow conditions. Ideally, the system will provide capacity to allow for adequate dispersal of peak hour traffic. This is necessary because, when demand exceeds capacity, congestion will extend over a much longer time than just for the duration of the peak interval. This is the situation which occurs when traffic "backs up". 'An alternative to providing excess peak hour capacity is to reduce peak hour flows through the,introduction of staggered work hours, car pooling or increased transit ridership. Ma 6 contains the results,of a P preliminary LOS analysts for the Clearwater area. As can be seen, serious capacity deficiencies 13 • -t.T'. r. 1 J A .i, l.. j l l• 1 '.:7T'S'3' a`I k. '9! •r 1. ,.ta .F _.,v :l .. 1 .. _ M Sf. ,,4[.. F?,2"'?-?"Jli ,Sr: rn. i ..s ''l i : e.. µ't , R>.: r :$:' . r'v . F y g . r . - 4 :'• 4. wv- . Ls : " ?f 1.' As 3 1 r•1 • t rq I'r.r, .'a-?°.p i,?} :3'i ' 1a.{... .!• . . . ' • i f'f•' 5,'"'rrr J' H.,S `pu` rl: r 9.F:, (= `1'. A) :r, } e{ -' ".i l .r 'j'. LEA :k•,.t i 3 'ji, .. ` ` ?`;• "gyn. I ! ;?. ter'- Jr •'sa •{(,... E. ?. S>,.. is `i , %-lc??.r3 :s ..1?Yi, r'L° 'Y• r': r" :ti'.' , esi: 'i:•'f. 'Stl r k , 1f? :i`'i? 't' ri' t'' /'• fr ' ?S .;: 1 t / - I -,. ,' 1 • , _ fit 1 F i • i J 1. , Y , -t5 ? t?or ' t °s`•s• 'e k f 1, I Y ; r . t 3't 1. ' • . ...i It J'+ ' .•' ?. _ y • y w., . a •f v' .. :,' • ^ ?''.' t:: I F 1 v z 5' P'• !'i 't t x?tia `1t'' N r , 11 t T `, f'' .,Sa '.ti. '? .S' l '. 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'•'•, .:€}: )D ?-+^; L,'S '?. « ?.j?°i`;°'4JS+d?}y:r,A'L '''?; p:: r'ri' ?,'; ].?'`' :•!- ',a t.:•;•?e r, 'l! .i?ktt ..ri .??i?"e iR?'r', - .!"r1:9. ? s•h 4r? rw :?It {. .1... .??'?[r..r.;e? ?°1i '}?'•.,. .',,. ?• ?;'.Y •.4?;r', ?? :?7 p;:: e. ? ?.??.{{?{`? -1"K."? .?'S' •zi? :a,? •,;;'fir4?r... 1.. ^{1, .f ,=>.,k. '1.:. 4? `i' i?j? •ty? ..C, b?y??'S"?f.?' c.^E:k. ',il }r.yri r•y: - i P ?%3 ",'.'-i'',L"? _ r'.?:,?k".. „lr,:..?,? ? f ' { ``)?'a't"! `a1i r' w-f- "tcgy??` a, r?,§, l""i4f b.?' r, - 'i',,ir, n,°-`•i ?ts:r t, .: +::,` ;1.?,'?w.;:r y? ,? G ..?n•,`-an ! ?a •E .tr3>,i.'t' k, •.fM ?;. .t` .;S y1.,,, •?1,.'r .,y .,.t:?':,' ..?, 5, •'f'P•, :t:•.Li"'. .1, ?'?.. .f.: 1 ,,.., ??:4A;,}l ? •: r$il '?. ?" :1,:•'??.•.}i. 1'.' •:'f` .?'?a??;?` ?'', „/. `-' , s]: ', ?' :3' rr `:i `,' :•ilq.,.i '?"E c.:': `r= •f . 3t?+ .j" 1, r i,. ,.?Y ? ` ''•i:'15•3,'r,.,• `t: ] , .,::1 ski..^.. a _ _ yy., T'. ,lt W `.k..•K Za•S; k:;-:y,;.oi :. a? 'i? •"r- i• r`?i1€i, ^i .ii ti:. .ti.- •4tf.',?`` :"t:?"k,?:a';i. •w • .••t`:4?r <?.• :?G;t.,•i? S y •L'!r ?'?("?jf'Yri #< i???°^i?}oS, ?,,,?-c=. ,.1: •,e.(tt. r. ?.7,?f,<. r..?!. ..,s. e,l? .(:, ,.€y:' id ..[.R ?.r ?<.l.!? .t}?y tar:r?e•a' Y kt4, '2 .?1 '???{ •. ??• 4 1 t'{h,,. Ldi'v F•, '!<.: :71.. .t'• ,??^'' ,), t.?. i? ot-9; } I'. 44?r S t,. "n +,J :5t, +,'i' rrxd °,i''?;• ii?. `.f'r`t'h :f`-'i .!<,rr 'S•' !i-..3t„'i',??'• .,ir, ' ??: t.sr r?:.: .• },r i_4't? ?, ?' {rl ?' g ?':4'..c ?" ,"'l: r-73i:;,?.., i., ?,.! ,?y: _ •?. -? _,?,a~,'1 ?J:1;.• :?'? .k•?-E<<':r ;?Y".•. •J 14: .. a '? :!' c r { r{i?yr "?, iF ,?, ?E:s,},?a ,-iyi ,s, ,??E -l',?. itj: tw'; ! ? : eJ.-c ;.'7?,i. •t?,.,"i.•F-•• ?'r <',. ,in;. ??:s?.?? f ? ,5',.? ?: .L , 'a ::: ..fit:+l. •i,,-r' y '::;'=.;,.?},, ,,. }.. '„r., ;`z;??:;? ,?:, t,. )? i?] kk:„,,1. _1. ...jn:c:, h.uTl ?'•,•3i:. r, ,1-: '.:ai? .`f'i!,. .r: .; 13: L'<•, '.h, a'j'•r. x7???yR.{' ce S+ _'k. r^: '?i? ? ;s'3 :.ta; ::? as,• :i+:,?.'1 :'k ° i ,w.?1:? ,?,,e, :"?, +t .., qy??ei'"?,?+ '-?r•+?:i':. -'r'= :i',? :•1•?•?r.i'; ^re, ?.._._.._.... ..... ?•W}/!i „f??/...., .os.. r,+. r^, a... -'?w+'`.'i °t .. .. .., ??,. ., ., ?}t':: .. 4. ..... ,, .-... .,. r.-.._.. .. .'$'i rS• t..-...r-`„'t :. ,.. ,,. flu Cti exist on Highland Avenue, U.S. 19, Drew Street, S.R. 580, Belleair Road, and portions of Missouri Avenue and S.R. 60. These roads, where volume greatly exceeds capacity, are operating at level of service E or F. Other less serious capacity deficiencies are found Hit on Myrtle Avenue, Cleveland St-eet and Drew Street. Based on the il b i Ell ava le a nformation, Sunset Point Road falls in this category of less serious deficiencies. With the increases in developed area 'rf along this road, it is probable that the level of service provided on Sunset Point Road is actually lower than indicated. The safety of the traffic system is a key concern in thorough- fare planning. Through traffic engineering analysis, new roads are fl built with optimum curve radii, sight lines, roadway surface, pitch ' and grade to allow the traffic to be carried safely at a given design speed. By examining the locations where accidents occur most fre- quently intersection deficiencies become apparent,. Map 7 shows the h>:gh accident locations in the City for 1978. The intersection of Sunset Point Road and U.S. 19 led the City in accidents with 90 accidents occurring there in 1978; the intersection of Belcher Road }f and Gulf-to-Bay was second with 7S accidents. State Road 60 has both more total accidents and more accident locations than U.S. 19. E Together these roads had 900 accidents in 1978; this was 66% of all accidents reported at high accident locations. In summary, the existing thoroughfare system can be characterized as being fairly complete, but with significant discontinuities which h amper system effectiveness. Rapid population growth has increased volumes on all`major thoroughfares in the system; this has rendered a j F 16 ' nE. ^•a.ti s., r,.., ...r: , •.s, - ?. ,. - ? t . 5rr .w . ?., .. w - w < .s_.,-Y...•+o;n'r?f WS v,L y,. :4iY' F. -di. v +t 'r .'R A9+V{^?t vt? .xr 'Jy` :3.nat' ??i ,ti, ... ? ,. .. ?Y•'. .'?s Lj,:`iHj: lr;'; a k'tr:Sr ?`' 4`` f ;",_;?:.; "`'.. i tt"•' 1;1 :• .?}i t'?'?t?°! 7'.'SJ't.-i?,F'.C?f:s-:L t Yra? - TAR T . :,r,, .?if.- ..F rI: Q?y'? `a.'? „'. ? • rE?• .'r f'R..">?'?",--. ,•?z.?{r; .. it:, " .- .I; •l:f: -+' ,:f. _ r[9'r -x.sf'1''x'..r..e4 .r' {.".: ';', .. ? ? • r't` ?'c' '!,•'Z; .i r?9.5?•.z,.a`n ?,rs:3,a?,. rs)i+"r"'?Iri?• 'v?.. >i- ?'f ,fl , - ? .. , ,:?i• y r, . -i .1 f r M1t ,'t'17. f' 'iY (:?j>? t ,°\'h ?pS.w,?fr,rlu.\?, •.f .F Y-F '?.? ' -J.." - A .', •1:1.' •'?'- , FV' ,rf ?' ,K A1?:2 n'or' ,?••i .. 1 . t 1+'. t Y??yy?? t °. ? p !a ..k .! .'.L 1N ?: A.N` {- r ;»:? ? "/ .j . ..?; ,°i >,•• ,`?,, i,3. ,.p. is., 1:..., r 1! ¢ r?>+ ;'r{'. S . 'riS 7 !M. .,f:' :1 • - ? ' , . t . , r. S '1,..?rw=; ?a' .,_.? .,?-,,i•'i;•s:.? .i, t• ., ,. alt' _!. f t I.. i ' j ! ' • 1 . I 4M in t. ?r to , .v.• ;t'. ?I?.S ;lr ;,t :r?'` ?;' .s: -s. ''11i? .i'ir • • tF ? . r . "!, :.SS.. i. ' :?"'' `.'. t°'- : . s .177 -'#'?• .S 'a ?r t ,gt'J1.r •F. "sal' >`i`. °rL. K .r ! ?k• ?., tf:l 'r.. >r ?y`Ia , iT.<.kj? •.a .. r.' ?.Y.° z. .. ... ::, •rr,.,..'+' .5.?'.f'.t•s x' aj r'?.'?I .=-SAW '•!b v}; ?'? L '•S '?fa. .-f! t.. . t4 1 ,1r ?'?' / ? tr- \ > L- ''f ? : '.tip, me :'•?. ?ts' i.•• ., 'F A, i- ?..Wwjl MIN" 42 - ?t 1 i ilk' :'S• - - WK 'nob ?? ti• ..i.r 'asE' !" ` Yi• ri F'l.1't' . r •.t ?ix, `5`.' ,i' ."i?' "•dc ^ .. .(:' .S . r:4 z t .ir -iii .1^' a. r.• 1 C -ry. ?Wvv em ). r :'1?' ti' ;: r.• .y„ ?', .n ?. .,, ,"I. .'t`1 a %)? 'Ji 1•• 55 r.:,f ,yg"ait j :i: `°?'." '^} •h siF': j,"r;r•'' ';?: ``?': ii :i, r,-. I I r1 l; '! n r r' 5' 1 1y t ? rF i 1 } r :.4 F i M ? - r r?i' c, '?. "?. r•.?.?,J":w y^?Yr ', F.'s. '!5 ?:: ri 1. J.. r•. 1?`'r,yJ: i iC',wr: ?' •ira 4r' ..j' r! 1.. YY' lis.iw v\;??.. .ra •. - c„ .. .. .. .... .. ... .. .. ...i.- .. ,x.... ..: ...a. A".. :'•. ..-.. .,. .. =:1.>,. <. , 5. .,.. ... ...:-:t ?> ... u.,?•..'s:s. r f ?:j`l'"?2: ?•, ?::.1ti• •:5Y4 :?` ':i . - ., :?s';r. `-xa ?' ..: ....+'is, v: -':a 11 .y. "F-s,,?r• JS:ri.?.:. {?.?. eq,T'..... i>.a[ivsya•r ".r;. i: •. •t' w ,, r• ,?. : Y.i!% cY y5' . r.t .'r .r!'• -'S ` .a i:i,'Y •. , ..i r, i' yl.l 1 1' 4k l li= ? .s' 't• ''?. r 'k ?'c] r' e???? err ' 1. a ,f f ) , 1{ -i• t- r % b • }i ?: ?•il' a? ? .l ±l'L •,., ;iJ '• :;yV? u`r't. 4'` ?S' .. ,L- !I:'•?6 1 •f.. l: .a1.. •e, irx .t' 't ' ! 1c• .t• :L.4y •: irC?': 4v'.: :F ..r'-.'.5E•` •t. 1 ri,? ?r ,+ t 4f •.s l'• z .T- S :::krs<?'.t' f } ?1?'"x, ^'Pr .! 1-'i^7" •:F ',r.; :/ r •1('? .}?lir? r^. 1. t 7. r I'" •'i 1 N C-+- - J. .a• j ik9 'r `,rr- y1'a i 1`i ",,} ; • r' ,F,lr 'g:',.,. .:S =' . ,? [y b iota r } :•1 rTt" »,r .t `? 1 ?r: ?' .r' : } _rS::r. ,? as '(t" • .•?• x [')' VAN " . .-!.'.;>. chi. .E' ?:1.E. t.: 'a•.. •''?' ,Y„ ":."Fri, - .ril. o? 2: x•,•: F VJ't' ii -3> j.-rty° f_• l-:\ 1 •i^,' F,4-' •t <,,. '=1+• - r t . :t? ..e . I ? : 'ti r' if'.: . 4+ .LF° 'eon ',}.' ` ., •7'. :' ?•Ild •, / yL V rv rr. . r • 'l .•rrI f, , 1978 A CIDEM1 f AY 7 - 109 clnEr 'wrir CI4 DE? A kA R -MAP 7 TFR 7! AT INTERSECTIONS ?f O O 24 -49 ACCIDENTS Alcc- 27 lneNTs Q 0 t!r = o 1 v, Trrrt; F:g r!7 _ 4 It - il j - I - - - • 1 t. f II -? C r .l w- 9 -1 O ,o Nw. AM— 1 •.K•t :? ? ?ii19;?4.. d",(o ::M;i t 1 111 / ??• e?ti?;}?}'?,T???•;Y Y r I n7 r P r ? ,f } is ,!'?G. ?",-i',?^FX?t!K: _ o _ o f1] n a _ 1 _ rc f - - -z ?,.•, tu"ry7? i f- ,_ _ ?_ BEM= ?a?_, f III> IIr f EEjlj? I- L1 -- ? ? r f*T/T/?' f - t111 / \I ri AS' 4i . M I LE Jl 17 joijricr•clw•wrln llq•rlmm[nr ir.rrl+' rnq.or i.q r C?. 9 significant portion of the-system inadequate to carry existing volumes of traffic. Intersection deficiencies can be noted on all major thoroughfares. Peak hour and peak day flows exacerbate con- gestion at selected locations, notably the downtown and beach areas. it f! I ? A X M•>!.t :rr.•y5 ?SN'!?'.,••'`,?,"`-''^'! ? .+r ;W+u r+cv'' .. r,s,f.f.V; •o y,„,.s?y.hgr.>,. w ..n x,..a.. ?rw :, a. l.o+s •.+ri'? .°°,3.,.,?..r,,. ..5. ?r.. P?? :3?' ? ,' ?"?x z::?''? . "'f..' - . ?. - f.. f,. : r f?1?hw?."?.,«?• .?...? , , f tuY,: ?e•b4 • '??F) d': rt C.:3; '-§Jc` 'r ::'' _.}L ;):LS.•,' °-1'.? 1' .t '?"'?•: `?.$.. .tr _ ':.?.:X_':?"''Y n ?Y'.r'A,1? .'i:-ii.r •o ";?: ?a f51: r..r' ?i1"a f:'...i^, :1.''.'?3. e' '.`r;.. .,4. °•y'";J .t•::.".'y_, A t } .r. -'4:: ,"t?:'+° ;.>1'' .?':S'7.%;?, o-„E?^,<-::?-,t r ?.•.• '-?•, r" ''"fF` .s ?•S'°V?s+a h='7f_"'??... 'c1`d•''.f: .T:' e.d;'. ir•A:l. 5-..' ..1 J„-'. •'l'..5. JI.!•F'?' v. S't t-°: ^\n'S'i+'°S rk•1':iy `a f' .{. :a,Y...y .a'3• '.4.\. j? ?p .53 .t,',i ;?_."sx .'`. :f r'?'?` - a. ?1.`. ?'o..: i:` :M;i$t.4. ?.. r.r•. Ptt.. ?l, <s? "?'+?x. ?<• ,?( ?':i,i:x.. ..;;?•i'<t _ / °ff?r.`?:5,w :.•?.:.. *•?',:1' at'' b!. ?'•' t1..r:?.,s.?i,?a p z. f}° ,ci?nf i_?i atia .`,'C ?' a. S.Y.. •;?r?: 1 b')«R? r??:'?...> <.S :.t'?" •?S,;.r.?i {;?'r'?r ??. '°Y?1.'.•• 'rtl i'2`' kid _i4?9•`?-: '?;Sk t ?;?5 7W,. '- t: i :'? ° • X '}4;:' is L'f=r.,•z?E wt :,at?..,,i? Y' i?. .h`'. "=!t" :i,+r :S r',.,' ate.. '.?. f,? '?i?..l •s.. ,,`l,,''il'Ji?r .P.?.« J.L:•2•r aY t }`S ?r3 ,i33ra:."?.•. ,".1?.?• .,51ji .»??a; •.4??,L?3?..YY'`?°n..{_<?ts{ (:??.,:•^: i>.t.s 5. ? t il.'s:- :.I.?.iE.rt;?? {..r,. a ei J'ir: r i' •r?3 fy'j•- - «;r: ~ .•t< F;,':'! }°};' •,i •`t•Y+' ;,?[ `g .'C°-r ? .qi at ,K, fS,,w,`-,S ?,..x -Y%«• :. ':i}..@? G:}x'''i•:• ,Y•5' ^ ,f ',L'? `r`:?'`;1.`?, r°<• i'iX".: :;?'. s.s•.. ?.•,.r.'•?. `7':??•... ?S.'P?. .z-'s:: "t?.e;, .r'•Sn• !' s f'.z;; •?'.d.,.. ?„S .st±? 3`? ;,?t?..; af,.lr'::p?• t µ1r1, .::i,.l .. ?,: ,t ;? V..,, r. r.p .5t 'i')i `,`.• R??S :e?.' t"'}:.?'?"., r°;• ? -F,' .?' 'h. f`}Y.>'}" ". i''i~ ,",':• y f>,4 :,:l,fs •;', "' ?•S T'•:; )' •v' < ?'}'Ga`.• r lY:" +,r< ear; IC .y F..f :Y '.` ?:`,l? 2 i ...'r I¢ 'c}.? wy :... ?. a.r i'=:f'?: .r ?.I . f"°• `•'?v`°rr _ n .t , I;(,'x?..',;1yt.=Yl3'?.?,:;:, ir?4fN .tn .fti ?.}s, ;i;sa'i 'y,:•,?:?„ .tS.;?'«`'f;:'r>S':>:=;"=. } °.?,t. tyr..,+., ?;?•?? ?• t '•! ?y;.,y;,' f,£..f>aa,.s..K'.i rlYl'Ea -:FL..3•,«? ,a' :X .t.: l;.:l=., l .n r. r ....fit' A",iE't,7?::''? i :13S` a? fi: 7 a .::?? .. •r' ,.1'.'b?: a:s:i.,.t?i?,fi`???,-a'':?:is''. `..Fs'. ?.r'c}.3.??.r :'r?•:`?'.gin.-.13`;?iY?'4sr`r'?_..?.rl:a ?? ,? ??S.sr'S?'?: .-_ ... r.:a:. .:. a.. tw a w. ,zs r.....r.._._ jj ._.:. :t r, .• '•t yF ?. i try °•1$ "st-:? '`.r,°?? ?%'e"'c;i,}.°... ??.; kt"-',y. 'y,, 3; :z..•r,r.;??. 'r: R.;:. ?° ,'.Nay}???.':..,} }.` r:}.I: j.`:,:?? ,...%.:^?•S ,?'?.rly:,''ef. lv?: ?•f :'?tr 1. ;: tS d} ?o^i' eiel ?'t?' 4f- .::Std ?.'r;}c":=?'?''+ ,'#?•;?f 4:' ?i err •, :;. i 'ti;"-R-3 `??' e.?.?1•• ,N:q'r ???' r ;v ?7't,.•. ?,?? ?i ?E r?rl ,F ?.t?`l ;i i.. ?:: °'..lVi;? 5r,3?{I tl„ GOALS AND POLICIES Goals are expressions of desirable end states toward which all offices of the City are working. Goals should be set suffi- ciently low to be reasonably achievable, however at the same time, goals must reflect the levels of service desired by the citizens. Policies are guidelines for action. They are written in such terms as to allow them to be applied in a wide range of situations. Policies are adopted to set direction for City staff to follow in preparing programs or making decisions. The policies chosen should direct activity toward the meeting of goals. Transportation may be considered an enabling function. Rarely is travel undertaken for its own sake; generally travel is necessitated by the need to cover physical dis,:ances between chosen activities. Therefore, transportation goals and policies are often highly interre- lated with land use, recreation or housing goals. For example, if a goal of government is to encourage a higher education level of the populace, policy decisions may focus on locating a college within the city or increasing public transportation between the city and the school. Similar issues arise when location of other facilities is a question. Clearwater is an environment which is almost uniquely urban. With over 3000 persons per square mile, Pinellas County is one of the most densely populated urban areas in the United States, and has over three times 4he density of any other Florida county. As revealed by citizen surveys and other research, traffic congestion is one of the main problems facing government officials. ' 19 fir.,,,.. , s:^:'v1 •-. a.,,., h rte. 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It''?T'.},?•'s:l _s'.. .3;{1'i.:,,, ?3 ••#.rs .<< ,.:.751:{`i '•:'i ji ?'. '.F'y" •, \•.i '1. r•?!lt,'??,3'' `;, L;t•: '.i?„., t,?'.4. z••I ',ti?,?rY ?.'fi;'y:>' ,';•?.5. s.. j:•:''3,i'4. '=?'?' si?.'t'?r.$`:''.t 4'?•it.i %??;? ai;? ?- „1%, .,z • ,??A\ r ?1 ? ? •' te.>.. r tt djY,` : e??^'; .la'ty : i,?j ':ire ,,1•r ?! ''e' ?t•?, •}j. yr'F".J '':` `:J ?:''.rY'. ?.;'"`,SyS•'L'HM Y,r?t$,:%4"f9?,:.6,''};^?•?,.%M"?? ?••?'j••????`i•'' "?'x'•?'?r 5' ii'-'??.:.°? ???3•iJ??'?F. ?sl'. r, .t _; 'i.u: ?;?-. }?;'i `a' ?ia,.a:-Y'?,.: i ? ..? oPr1 •S., tea ! 3 ?S'i i ` . Cy: ^. .:1` ?'Y ;, •,.?, t,, r ., . - °?r' ? ?S ItY'' - I . r, i; : '. r= '` "2',1'3 ",(.1. •ir'. ?t 1?is''i•?•NLa? 1.•,' ?`•? - z ir...?.ri}' ,ti; .tf,4i h .. r:; :,rf.?:'t9 ?. K; 1, nrP:i• .: •+?:f r? ..9r ;t'-;5.;?. :., ?.' i:l' •. `.7 ,?'' i«;r..1 •,r 'r<; 't r :. ?' r,,r;?j ? ': 1':FF•':'i:\.; : A;?. ,';; ,:. '.R?- ; ; I?'r'h.f .Ca"'TIN??a, ytr }y.. '. r.i . M f ft I. Goal: To eliminate or reduce traffic congestion within the Clearwater area. IT Policy: Widen existing arterials to provide paved thoroughfares as indicated necessary by the use of long-range traffic Q projections. Policy: Complete "missing links" in existing arterials to ` facilitate through traffic movements. Policy: Provide intersection and channelization improvements, where needed, to facilitate traffic flow. Policy: In areas of severe congestion, such as Clearwater Beach, options to private automobile transportation shall be • actively sought. II G . oal: To provide for maximum protection of health and safety in Clearwater's transportation system. :, ? Policy: Where possible, all new thoroughfares and major improve- ments shall be built in conformance with design standards in the Florida D.O.T. Manual of Minimum Standards for* Design of Construction and Maintenance of Streets and Highways. Policy: When new subdivisions or road improvements are pro- posed, use of offset intersections, "Y" intersections, or traffic circles shall be avoided. Policy: Sidewalks shall be installed in all new subdivisions. Sidewalks shall be installed in developed areas as rapidly as possible. Priority areas for sidewalk instal- lation are school routes, major thoroughfares, and high accident locations. • 20. Policy: Crosswalks and pedestrian traffic control signals shall be installed near schools, at high accident locations or at intersections where pedestrian volumes are high. f III. Goal: To provide City residents with the easiest possible access to business, commercial, recreational, medical and cultural facilities. Policy: ,Major traffic generators (See Map B) such as community shopping centers, community recreation facilities, or secondary schools shall be located only on arterial streets. Mass transit service shall be provided to major community facilities. Policy: Every effort shall be made to locate neighborhood shopping areas and neighborhood parks within new, large scale residential developments. Pedestrian and bicycle access shall be provided to these neighborhood centers. Policy: Mass transit shall be extended to all areas of the City. Special service considerations shall be given to areas where high proportions of transit-dependent residents live, Policy: The City shall actively seek to obtain ferry service 4 from the Clearwater mainland to Caladesi Island State z Park. Policy: Non-residential development along scenichon-commercial corridors shall be limited to those nodal points identified in the Comprehensive Land Use Plar. 21 r Ili r' .. r,',d r I ,,,'4 sl„ , •`4.,r rr ;h,ax :!Lli;'' ''"'!L .iw s+r;. :,y: .r •v ,yw.p •.e 1., , ..rP - > ..+-i. - ... .i. n„r .e)e»,.!i irY r,.q»' µ•4.w •1' .!•, 'fl:.a:, I .Lr 4-: i L'>"i: • ,Y' a;9 :N. : ,t. - - 4 .. f.'' :.t_,.''.Y-,,,'i`L s?.y. 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G v .1 A }..';Iit..;tt,,,r. .1:.t.r .j.. 'J" ,La•'.?.r. "J .=rte ., )• •'?i.,.r_, .,., .;C 'P '.,f /1L' ,,. . R KT'. > • i'• :'?.. ::?:, ti°, '-'b ' :'s:.' j'. f, t,r ;, S:,`i-_ t, • G .SFr, -,v ,1,".. eifr.r° ,+'er : h y` ",.?;f''w' ..i'a.,?7s_?-•-'?:'{5•'';L;,r? :i; w,?,., a S, ''?J'; :i=:.' '1E•-t: Y,. .? , •"'t +4r.,a rrii'L3 ,r,a ?'•^I " d 'S $ `?.!}"''?`S,d.h.A: s ,d.a., ,t,, •.r,. :-?'e: '=.':i.: '.4•,"•:.L•i'; :L. „1 o;n:•'? - .a-}.?. .?t? V. -w. `x.:; FF'.? l r t4n? r'a?l "Y't'i,st?.: Y;4Z •. Y'» '; i4'; '`li. :.: .t "P': '' ?.i: •?1•, .v ;i ,4•.> ,c?•S it:: "r"3 3 0 IV. Goal: Proposed thoroughfare improvements shall be consistent with environmental planning objectives as expressed in the Environmental Management Program and Conservation Plan. Policy: When considering the location of new facilities, every effort shall be made to avoid corridors which contain areas of environmental sensitivity, such as wetlands. Should no other reasonable alternatives exist, the proposed improvement shall be designed so as to minimize environmental impact. Policy: When considering improvements which cross major water bodies, bridges shall be preferred over causeways, which limit natural water flows. Policy: During thoroughfare construction, care shall be taken to stabilize road cuts, banks, and other unfinished surfaces so as to avoid erosion and siltation of surface waters. Policy: Thoroughfares shall, where possible, be designed with vegetated swales or other provisions for detention and percolation of storm runoff prior to allowing runoff to enter common drainageways. Policy: These policies shall be applicable when any new con- struction or thoroughfare improvements are considered, whether the;' are to be built by state, county, or local governments or by private developers. V. 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'i f( `t>{?s'r?.•:.b.? 3; .bI ? ^ j;•-+- r'?:. ,.a ? ;?:,, ?5,?'°.? 'f:. 11 '•i.;",'? :>-1',J.¢?? ?,; ..ri g=,;'?,• rfr; ?J.t i?a# r tr}?', >}. .f:a•y: 1 '-r.,,+ a: :.: ;; ,r 7., f',ti$`,r a•,_ pSTt_ e- it r:Vi p .:? 1. Y,'7,:, .:.IF ?:' .. ,. ,, ?. ?,r h:•^`-r :t; al;• .s :(., +' }r;,; i a f.. } },,<',#,.. ri':,r+: e'r,:+ t.,. y.r^4 "aj"? ". •-1 `t's{1?k' '?-'`. „hc??'j 3*1":w',?3 ?' 7• , .: ; F: t,. ' '.'-,'t; <; , '1.z':;°' ' 'r;;t"? °s'_ r='?; r•,? f'.'<::e; ti,• ?? -- 9 SFu?' .,tJ: ?, rn< :•??>1•,, .`,i- ._ ru •..4f.S, z:- :,L..:,i4 .. ... ?Cr,. ai•'. - - . 'r':: ?ri l'. ,-I, rdt.. F:`..- ? . =r.:, ., _ ..., ' Vi. . t , 'Policy: Road improvements shall.be coordinated through the Pinellas Area Transportation study. Clearwater shall 117 continue to have representation on policy, technical and citizens 'advisory bodies, Policy: Where local road improvements are proposed, the City shall, where applicable, coordinate these improvements with the County and neighboring jurisdictions. Policy: Through the PATS and other mechanisms, every effort h ll b d s a e ma e to establish and maintain a strong transportation planning policy body within the County and its municipalities. Goal: The thoroughfare system shall be operated in a manner Fri consistent with the long'-run fiscal stability of the City, Y Policy: It shall be the responsibility of developers to install road and sidewalk improvements in new subdivisions. U Such improvements shall be built to standards specified by the City. Pfilicy: The.Engineering Department shall establish and period- ically update an inventory of all streets and roads in ` the City, along with their condition. Inventory data shall be used to formulate requests for road maintenance funds in the capital budgeting process. Policy: Efforts shall be made to maintain the road system in such a fashion that at no time shall more than 20% of the total street mileage in the City be rated in poor 24 0 0 or fair condition, based on road condition criteria .il . established by the Engineering Department. ;.Policy: Funding for surface improvements shall be obtained from general revenue sources or impact fees. Funding for city-financed improvements which requite new bridges,. causeways, tunnels, or non-vehicular capital projects shall be funded by revenue bonds. 411Ir >a ';?, {ryfk ,.: ok •?iw'S ~,.t"rF, ..so ••r ?. ,.,E a..7', f: e..p r.. i«rtw..F...,,. .y.,• ...y-ra.ts?," ai ,•2 ,?:dt'tr.rt'°.•f .v'w'`?: ic;4r !'. Ct. xsL',t"nr:}.•_ ._,,...r ,t.,,?,. „ . •=M C.y .r:+,,1.ta.r z., f': . R.. _ s,tS :ni:. '?? •' _ ++r' t' ' 'd ' +i'' - 1 'rt5? .°? ?v sT'T+" ^.k'A :4 r? .?x: i ,iL}o: ?.: .:!'•';.' `9.. ?4'?-S. - 1. ^. °k••. ti •i.. rd., fit` f. . f ?'.?'" 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A t ,,?? :?.r'4,?Y•,, iJ .?" .+,}:.• •,? ! ;,,; a- y., 's.+ Fs' F.'r7 r`i 3-:'4R-'F}f" ?e +,,?'?1s..A, 'sS,(;I'eks• t ?t.{{,lt?r:'3?:''kl,:???` ??•S ltiff r- ,?? '•?I4,r; -s,'i ?ya. ? ek.w °,R'°?:!»'. ,2r5' 77 •!'?'«`I ` •ic .Y•-4,, ?i ti:.?.l:r-3 C...,ti J''.,. ;".i'Nty.,..? ( •.1 5. t'4: k ? IS ?ti? r ,•??1F?` '•6; 'J .ta w•, 1.t ?y i.N ??. •d• h\?r'?r 4. '.1?}5"'y);•???- ,? .?`;.°.?r??:???:??'W ?? ?';'.:1.-; ; : ' ? •"•? t',?;'i.:SrH T:/, . a,:4; s i -.?? ;P.' •' x I; ? y ??. ?? ? '?t?Y; r' .•?' J ty,T•«t s tr''.(r r"?e,?5 .. =?: "'('.c f `?. t';'?`s 5 ,?, eS i ? °'?Lf3 .sr.yi, sS r ?!Y°:r•i•'it, tb .¢a., "t`:'r;' tr :';;. rty?,.7 ?'+?.•t•. •"';,k:3;: fv' t?.,` "?}:;??'`i:' } ''? '1' r e? j??:t !' ?(#K t,f ?. ei ,"l `i f.r .'•' i,rH w ?? 41J ?'?. , `''??, ?."? '! 'i ? ? `f.? }3 I•f? (,Y rv s`? Su^.... [t• ,Y'. '.: ? .p.r ,sr^?'1 i3 -'#a.! .:rs x..• .?tY??,:, y+r.,.?; '. x; 7?s r•, •s'1 '' Y ?, S? ? r. J i •e;' k ?,i +5?:,`•'bN.--., ',?:rL' !.?+. ? - 4,`: ?'a: ?''': `, :' ,.i'' n, .,.E Y r•'..- ..s, ?U w In ?s: ? ?6 F: 'J"i . r L-•? ?. 1 ? '-h- •7, Yri_t}y6,..b. ?.:.r`irf YFi,;?r.7.^t'??', 4 11.t :h:t?#?C'•F:?'. q,,'-C:Y x'4•.4. E...? ?Y.>. ' [ ? , ,r,.r..d ii..,r ??l?,?r, , ?} sr'i S''..j. .t lJ..r: 1J {...Y?w.,:?„i t'•.}?r.<[,:•,.: i i:f '+•f• ! t .y ?'.V 1, }. k 1':=.?',; (''4.? '- !r, °t: ?'! dsi'a ra ! a)' h ? '.: ?ipE .! ,,.., ., El;: •? , s 11: ' - ? r ?' ? j,°5' '? i, 4'r4ir "i w X17.r.L,W.r•' E "Es G. "'C vY?S :S?rv. .^.C.w: n`.?.-+n .1i;1"? a?"l 7'.L' M ...i.`rL .'1.?, Y+ •'?sl.,a`: '.: t:,, :i »?S?:T:ti-.x?iL5%I:Y -a... ... s. CITIZEN INPUT Citizen input was received for Clearwater's Thoroughfare Plan both directly and inUirectly. Many portions of this plan which relate to arterial highways and throughways were drawn from the PATS study effort. Results of this study have received input from members of the Citizen's'Advisory Committee. PATS plans must receive a public hearing prior to adoption, at these times, input from the general public is received. In addition, during the first phase of plan preparation citizens 'of Clearwater were afforded an opportunity to respond to a question- naire on transportation needs. Survey forms were distributed door- to-door in selected inner city neighborhoods. In other sections, neighborhood associations were asked to cooperate in distribution. Forms were also available at City offices, and were printed in the Clearwater Sun. This survey was run in November, 1977. Responses to the transportation section totaled 344. Questions focused on automobile, bus, bicycle and foot travel. Beach access was by.far the most critical need felt. Nearly three fourths of the respondents C72%) felt that beach access should be improved. Only half of the respondents felt-that U.S. 19 needed improvement. The proposals for a downtown pedestrian mall and re- routing S.R. 60 were supported by less than 40% of the respondents. la alternative transportation modes, the preferences were busses, bicycles, and walking, in that order. Over half (54%) of the respond- ents said that they would use bus service for special purpose trips such as Christmas shopping or sporting events. Fewer people (45$) 26 r?l?.a3EtK"<et^.:j'ti`? h:'+!a"`•!T`rt!D "S 't.'••:s {.41?'.:R?•E•ar,+v?•ti• t f S??y^°C r!?'*„F°td7•'fu `?. ?.." ?e..u ?,r??a 1:'S2:•'?'fly,ita .?y?,; ?' , y., rh ?, .. .. '?.".':7'?N'Z"?•< f'r° r,C,. "i•'E r.E`. 3,1•' ?`?'.?k„?.. '?"?!; '.: ?'P; t'"`.° ?: .It; .? ?l`?•?<'?'?'!'W r;,e4M s} ?.4:` 'i'.. ,.? g1?a ,y??•?- r..; '??. :r'.:'•":'S :?["' .;,e;x,^? ?'"n 1 d; ?. Y.i "i .s•!.: ':,S : h.. ? s.hh:"1 t ??.V`.;. I? ^ .xY,?..: t y ?yt. r{-+ r :5. :t^ :'31%::. Y.. ..:2 .:1??3. ;.1P'?% gq '17'0 4 S:t;''fD .:a :<4'r e',-?•?'•??;?: ,,, .a, .' .x-:?..., ?! '°F^':? s dt?ti::k? r ?. ?' ?? .,.+? :h..i ?? .y.- 5 . E'.: ri-.. d, .s2:.: r n' t F +5'•.,:'?; `. A.'.:4 ..?li vY i? ''??a', .+,Y? ?,.. 4,???? ?Id:.Y ?,2'i.v?%: 'tvy9 "? ...?i'3?'`t,.i ? ^?`d- ? q?F 5.. '3ti .z ? t... r:;. 'r' ?,.;t,u =.' ly. ?(a J..-.. -?' :?' ?7r:. e•?:r< ;'+f t•^' c y d.. '(?.: ?`t.;7:.`Tt ? .:?:?it. F3},'•.t..ted :?2'l',?'?t ?'??`?,??r ?: 2-??f ra?t;a+y?py?•??` s'q;;... ri,'. .. .r?%,'ti.:•.,,'..;a;.rl'oc?.n iaMi:?`•`??'"'<?'.?•.?'?'stiu,?t t?.i '.r i?L:t?..?IL.ll. r?f<. ...ti1.t..:.F ?v.L'I. v ..I. .. v.. s.4.\?h?. c..<... ...... k••..•rla ..sk•t, r:.l... ... i... r.... .w...v. .... .. .. .. _ra 1.4 :... .. ... .. ...?... ... ?.I...t'.•-i wt. •.. `[::<ft: a.: L•S.n'.r. .....:.. Y• S v?;°-ii? ':" ;.t .:.}a•?+yjs^.....??.,..; :?..?".„r•'•.yri .?••6•. Ott,} t.` C?`'' ar ,.`+4 : I.??Hx`1?,'i 1,ynH i.' y',..'':s.x :'y"s.<....f?•ti t•'r,, iE{.< ._ • .1:?.,}?;+' .F`'ssfo`p 1?'i?'?sw-'Y?ri.f'{i'.".??:.. '`?"5 _:'i'?•I'?`??.'...,ti?} rF';t '•z:i: ?.' :??."i.?7'•a„'..,{y?',{x?R..,,ei?..rrt:,.,r.{:z :?;,{;t?s:.,;,:"-, l??:i ,•.:Y; ?}f^' .`??:'.r?i1».{t'.'.{•:f.'l,•''•'.:1,,?. _"t :'; ti;Yt.,r??r.'?.?i.a{: a?°F'tE'%,ti}='I.•^`?,7?.??.,?11?,Y9. yF'?j'z'`iY.',r•a•,ii{?'?,?„`,:rtr.?l,?y..17'',`?"1;?I'.? .?V 'S? e!.'?•.St 't.-'•'i.`'r?i'{?',i.?: 7,t :'Y ?.tf:'f .'I ??'?k? '4, y?t?Y.s F'i .! ;S,s 7 ?.:.ti?,e.r s{r?.: ,.,'s ti•.. t???ri?. ?. .r:'A%' sew w°t tl?jt,S '.l;fi'``'. N? %'?'tz,. -?},,, _5•?? '• 'y, ? ter: '.,. ^sS?s: • +? 4. i.'t?y{'+??y ?? t, 1y ??f .?:.h: r? `.. ?"`?!,#??`?'??y i'S?';'•;?sh'a?'?I'It ??` ;4.15-;?'ts ::.,Y •? `1r'!:1 ?•:y :l?fa:. ?t•f.•.,,:?1 s23?}i. 41 said they would use bus service to the beach. This perhaps reflects the perception that beach trips require too much paraphernalia (towels, chairs, etc.) to be comfortably accommodated on a bus. Bicycle routes for recreational purposes were favored by 40% of those responding. Slightly fewer respondents (35%) indicated their willingness to use bicycles for basic transportation needs. Future bicycle routes are covered in a separate element. In the phase of planning which required selection of a preferred alternative, the input of the Clearwater Planning and Zoning Board was requested. A public presentation was made of the various alter- natives, and from the ensuing discussion, preferred alternatives 'emerged. The results of this input have been included in the recom- mendations made in the Thoroughfare Improvement Analysis. Another form of indirect citizen input is the ballot box. In 1976 a referendum was held in Pinellas County regarding, among other things, the southerly extension of McMullen-Booth Road across a portion of Tampa Bay to 49th Street. An analysis of the voting behavior in that election indicates that Clearwater voters rejected this proposal by a margin of 4 to 1. Alternatives Given the constraints of limited funding, Clearwater's alter- natives in thoroughfare improvements are few. Almost all of the City's arterial roads are operating over their design capacities and will need improvements; the timing of these improvements will be discussed in a later section. In the western section of Clearwater, there are options for north-south thoroughfare improvements. It is highly probable that 27 6?4aafr?''at•wj.-r?•'•!„J;y?.c.n.-., r •,;ri•. .F +'•r,1_KR °:s,?;^.'tp "-v'" .a1 ?„"r f'.,t `q+r.°a°5++. 44ra.s. ,.: .9•„e•e y; ..; et;k•••- .r•,.±c.r. ?r e bra G..1•,w :'' '' '' ?4x "-'?• .r':_•k" i+; if ;' is tF. [::' 't.'?.L, •_ t!'i'.y.ir.•, a;'.'.-" te' -?Y?i;'.r -!la.. f'f1. ?.lTo}i ?' }',; ,j s? -'Y zk 4 'Y 'Y .7d S'' „art { ? • , a,a _a,,r £"? . ,.?.. ,?' L'* 'r S'„ 1 1 24 ?}',?''L?-`1 iii."'' ?3: ':. ,[i' v" ''fi'` •t "t _ ". {• :d• of ? ' Z ''.'S'`'e ?1C' '? r#. y?t. 3_+?'•-. "•f.??, ..k'='.?- `,.:R? ,` ?r? 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Af `fi'n ..r>?, r ,?.. .><« ".{;; ;:i.'.i''. •'t t! fir,' :'a .:?i`','„>•?= 'pn ",'r..... ^r,: ?i??b«r,: F-:°, •. rS•:,1.:`. ..tv. L'. .f .W. ...M.,._1e•.'r'.' ?? S, 'y!?-S T, ?izL BA „t,. ~{"? J '.ga rU,; x:l?:?'a:? 7.:=?:^?•S: „L.• `.:'{r. ,. "j,. ,.2'' oLr ;t•' _?'i. «,I.,e,r`ar+ h. .,f,q'}, •+q la, «bt"E, ?t •i'',r'?''%fi" ,e ?. k: •?ie xl" .r 'r r:t; ::a.:='''i:•' sli°' Y'.\.'; `"tl's: "••.ti i'i:' ,/r7`? r.n 'C{?'«,'9!54 r • 5:, I ., L .,.rp,;,a r .•: L• •.! rs'?:. F: .x , t°1 ? >{ py , yC?r• y .!r?, F 1, ;'iLha? ^Ssi:inr. °ta%:L'.w s.3..6.:..:?r::. ..F?•'rr.r.lr:.sv?r.nL.._'iS. i:':;.'K.Y.__ 5,. q. +G`•"r'y t 'v'a r4.. ?' ??,`.?,s i. ? 6t q,i ?.., -...:;:•..r>..•%?h.:ciL.,Lxstr'+;+??i?>",.•,3?,?i, r;tA:tr:?, ?. ,, C Y'try; a4! ??, r"'?._FI£r fi 4•h(?, t°`k •s.s i= fq}? G t!t.?Y'•,'jpir, H" "iG2?;? <•+a?,y .NI.,".•t:-'ttti. i[ grl,•?.L??.; ?l?,:l3rl?r ??`?; n? l? ?' r??"L.'S4t?' ; < G; .r, i t + 30{;= r.rs'i a3'a t'} at some point it may be necessary to turn Fort Harrison and-Myrtle Avenues into one-way pairs. Problems will still exist for through traffic unless Edgewater Drive is widened. In light of Edgewater Drive's scenic corridor designation and the environmental sensitivity of its location, other alternatives should be investigated. • a' I Greenwood/Missouri/Betty Lane Corridor Additional north-south capacity can be gained by extending either Greenwood Avenue, Missouri Avenue or Betty Lane. These three roads lie within one mile of each other, which is generally considered; to be the maximum corridor width for consideration of alternative ?a road alignments. Greenwood Avenue is a two-lane facility which joins Fairmont i? Avenue on the north, and terminates about one mile south of Belleair Road. Greenwood currently primarily serves as a collector. street. Adjacent land uses are primarily commercial and residential, with some industrial use in the central and south portions. In the k northern section of the City, Greenwood Avenue serves as the primary commercial area for Clearwater's black community. The City does not at-this time have sufficient right-of-way to widen Greenwood Avenue to four lanes. Widening would require condemnation of some busi- nesses and would eliminate some of the community service functions served by Greenwood Avenue. Missouri Avenue currently ends at Drew Street. North Missouri Avenue, which is offset from the Missouri Avenue right-of-way, extends northward from Drew Street to Palm Bluff. Douglas Avenue continues northward on approximately the same alignment until it reaches Russell Street. North of Russell Street, the northern 28 V IY:y7!r?L°Ywl3l.;sy rt«1f?w`e.. y,..il q-..,.°. .,l/YL:ir... 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'? .i•c;?i.r,}?,a, '7•`••411.:11. !?;',::? f' }' zr,' ii'.'?::?':i;.:k ,r q?i.t7:?lS•atLkts";?',s ii# et; .l?.°'1. ''?'•..,i,.?'r }'.'. t' J;' rY., ,•>? '•r °[•ly,»x.r',•J "•y: t. •i:'J;y:°'.`.'??'':,. + '?''?`'i?,f?:?1 a .?'•'rtn ?'?3?a b ??p??•" ??? `5-L:d•',; ? 1': .5?. Cs?• .;V :ii°... . r?:' f ?.>t,,..s?,'+.#R,;, xi :e ' 1s14 . S r . .t+' [ a?, ?"''?* J . ' ?' ''? .r.+.•.....Y,. ;.•„-?^:°: :t ,'^," ' i,i•: i"•??:::.P .s•Fd`: •t 1 ?1. ?',? f . :i'' •'ii,. r3?,,. •. ;?'3'??'?;1;?"?;lY,?`' ,?4; .•?,w NJ ,?:??r :'k?,?, s??l, 4> R;i,;>i,j, ,''{<, "L`??c:' °`t,.? %• > . -J `???„'^??S'?".'ia ?.>ti.;?'}J t F ?i;??;ti ?', ailf e,?^a-4 A, i ry'?' .;•` , Ik' 'a;' ?G`:[.:.- rie 6' •.a: )'?i t' ?' •^, M. ?' p •r .? :w `?'4 `-; p, . ? I !d' I ??-?"'.:RS.. Ii '1 i 62`h?:?.'<.. ti.. ". ? iFzr"i 1rr,,F`3J?"N[ .SI ?>'?:a rt,SF ? j"J '}.: ..Z -q ' .' wi s' :gs. ,ri'????.:??. ?7i.- ?iti,. >.?. H. Yr?,i•'i' _..'??,?,1,{,2I.?°i..,»..N,:. ?':. r .::!:p+i.t:r.« ..-.. ?1?'i,£rf:s..[1'Y }.;. ?....f4?'1;:.1?:?.?. L#sn-.rM=;}Ri.?:#`y':y.?T,:.???,s l?s:vi"[•:i«••.`•i.:..,.. 4: } ,) s• + ? x extension of the Missouri Avenue alignment would run along the Harbor Drive right-of-way. Harbor Drive runs into Fairmont Street, which becomes Douglas Avenue once it crosses Stevenson's Creek. To the south, Missouri Avenue is a 6-lane facility which terminates in St. Petersburg near Bay Pines Hospital. Extending Missouri, Avenue northward would involve acquisition of some residential and commercial properties. This extension would certainly help residents of northwestern Clearwater and Dunedin ful- fill north-south travel demands. Greenwood Avenue would be permitted to remain a local street. However, this improvement would have to be carefully engineered, both to keep acquisition costs to a minimum and to help prevent social disruption. The Missouri Avenue extension would separate the neighborhood recreation center from many users; however, with the installation of crosswalks and pedestrian over- passes,•people could still get to these facilities., This extension would isolate the Marshall Street Sewage Treatment Plant and the old incinerator from the community, which would probably have a positive impact on residential values. Further, since much of the northern section of the right-of-way is bordered by public lands, acquisition costs could be kept to a minimum and the public could be assured that ,much of the new roadway would not be bordered by commercial development. Betty Lane follows a continuous alignment from Drew Street to Douglas Avenue, curving westward on Overbrook Drive north of Stevenson's Creek. South of Drew to Court Street, Betty Lane is discontinuous. It starts again at Court Street and goes south to Lakeview Road. 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Extending Betty Lane southward would re- quire solution of both right-of-way and drainage problems. Stevenson's Creek is adjacent to the southern alignment, which is subject to periodic flooding. u Of these three alternatives the Missouri Avenue alignment seems the most feasible. It has the longest southern extension, would cause the least social disruption, and can probably be accomplished at the lowest cost. Traffic assignments from P.A.T.S. warrant addi- tional north-south'arterial capacity and, although further study is needed, the Missouri corridor would appear to be the preferred option. II Belcher/U.S. 19 McMullen Booth The problems of north-south access are more critical in the easte n ti f th Cit T ffi U r por on o e y. ra c on .S. 19 is currently well over acceptable limits. At one time, it was hoped that U.S. 19 could r1l be upgraded to a freeway configuration, with limited access to adja- 5 cent properties. Funding constraints have forced the M.P.O. to modify that plan. Currently, long-range plans for U.S. 19 include providing overpasses at the most critical intersections, developing frontage s roads for local traffic, and restricting new commercial uses to d no al intersections. Improvements to U.S. 19 are under the jurisdiction of the Florida Department of Transportation, with planning at the local level coordi- nated through the Pinellas Area Transportation Study. Additional funding for improvements to U.S. 19 was made available by Congress in 1979, which will result in more rapid completion of scheduled 30 a 0 aYj,:'%wY!l.d?tit?.. „E4,a q..y..e... fia •«fiFV7f> wJ.?fi9cnS? .? <ge Yd?r.'rt ry? 1 .1Y,p 1Y.T^';;'" rt\ft}h`Lb.a w,?'• °? 1 rEi,' Y'i.l 1?f ?,?,JJ ,jyi*a°t'.{? ?':S:..t Y '3: rSa:',s :s?•€ . '.\'. ,? ;:?}'ar, s.' :1 ,5y.;v;' •< - r°r. *. r? r??s' ?`-w ~l,.'1 ."3:': 'S.'1Y`t •T' :1 ?Y'?(i1S 3'3 ar:A.,'r .4?. .1?? a, 'i' '.F'} ?:t... ..Y w1. 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Y?.? •'. ,s? .?F• J;.'a?.?.??:3ri`.';i?.ry r1'rY1 ?.Y,•1 "F,r ?. t.. t ...._•n .t. _..? ?YIS ?'i :!: ?ire?t>>=;, :.di' .:f 2?` '}? .5:. _.-----?-----++1b7' _ °i?S: .Y`' t - fit.. yY' s. r. improvements. The problems created by the excessive traffic on U.S. 19 are common to all jurisdictions along its route. Interjurisdictional solutions are being sought. The common problem is funding. Since U.S. 19 carries the bulk of interstate as well as intrastate traffic through Pinellas County, local jurisdictions are looking to State and Federal sources to fund improvements to this road.. U.S. 19 will probably never be improved to full freeway status, and local govern- ments are looking to other arteria:s to carry north-south traffic movements. Belcher Road is being built or improved in northern and southern sections of the County. Belcher Road is a five-lane divided facility through Clearwater to Sunset Point Road. County funds are scheduled to complete the northern section (to Nebraska Avenue) in 1982, with the southern leg (to Park Boulevard) being completed in the prior year. The other major parallel arterial being considered for improve- ment is McMullen-Booth Road. It has been suggested that this road be improved to six lanes and that a connection to the south be made via a bridge over a portion of Tampa Bay. This toll bridge would connect with 49th Street and would be funded by revenue bonds, The County has programmed funds for a feasibility study of this project in its preliminary road improvement program. A similar proposal was advanced as the Pinellas Parkway several years ago and was defeated in a refer- endum vote. k Options beyond those relying on the private automobile exist. In order to facilitate more efficient use of the highway system, the City could consider facilitating the use of mass transit. 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' r r F Y 1l:??' ^''1 i'W 't`ry. ?fi: .? j, oft. i+.(.f. .§. ,1• .r ?7 .x...'!31',.}*` rl _'N•V,-. `•4'[1, .? .,`? 7 ?; t,.1.t .?' r? >r, ? .yin .S. >,?. =•, .s. ,t' t° .,r;'?+P 1 t??i ?; ? ? , ? .l •? :t. ee? x?:f<'?u3'? h +'?•., .. „i't•?:•;. .;?.: • ,.•;-e'.L. ».+%4 ` ... p.i ++1 °R•.y?.i.Y?{!',?µi a+?p?,u.. ?.,y w<.'r ,;?: tk ??. r:;r., yr ,.r ut l:. i e;? it•: "?!?•:? :i:»: ,.r, ?>} .:°1 i?: ?".; -tr.,+?H: "a ?=iS???Srs•S.p'i W?;? .6 Y' • +3?F•r 3^ - 1! ,jail ,.,i•'•pli. •: Lyt, ?4 .r ,1:'w t'11:" '!]_ 4'>.':.. rf,?, s ,t• ?.!1..• .I.-, .. ?.?t i.43,. ,i..' .4 f ?_,?,•?.?(y -}•?E:?9t ?h er -{'M'•.'{',? '-?t ?. l'. iN? +??,t; F z. k q•:rr.S.Ft'P••; '''iS'! :t t' ;{??'%"`;?.'L?[v??C`???+ .ter.r+..1.?r,.A,t'E•e:••?,Cc.forg.l?:..? ''S. :.<:,'-:: 'I;.;'r;.•1 '3'i•1?C'.+;'±; `i` ''?' ''i?:=•,?- t? a, (• ?.?1 °VS' 3?.il E,. ..yY Le+,o- 7',?7. .t. Mrayr ,.F t4s, .?.. :?r?:,,. •.r i-.: ,r;'. ,r5?:: 1,:,'..,. "+r'r,S,,i .S'7 ':'r.U`.2`.t-. ', -v wa •,• ?. s.rr:'„ •.ra ??:r1? -,1::.4?t;??>'z[2:, .ir:r,r, :,:: •r•'5:.-? :s;t, '?b.'? - ..G.?,...., r...,..?.,, ' ? , ?'1? ?, ''{.t?, .t "a ,,t! ?t':'s s?i.??,+„•'•. ;Fx?;'?':. r ?.-• ` ,'" '1.i, z t -''r??'(c i:i.:..,',^+.. r• .lii';,i; . • . t. ' lr; 1 1; _.- •. r' ..?: ?', .., ,, ';i •` wii' ?" ,r, '' •t1••,-., -°?.':`'t tyR. '7?.5. 0 of the Central Pinellas Transportation Authority, the City can improve transit accessibility by providing parking areas for transit patrons, expanding bus terminal facilities, and planning for intermodal trans- ' fer points. C.P.T.A. has a successful commuter bus route which con- nects the Tarpon Springs area with employment centers in mid-Pinellas bi County. With continued uncertainty concerning the supply of gasoline, the need for mass transit service is expected to increase r The converse of the premise of moving people to employment is moving employment to people. It can be inferred that much of the traffic on U.S. 19 is occupational commutation. If employment oppor- t iti l di • un es. were more even y spersed throughout the County, the need for commutation would decrease, thus reducing total useage of the road network. A necessary condition for this shift in emphasis is an appropriate land use and zoning plan and a sufficient supply of suitable L;?, land. At the present time, there is very little land in the City which is both suitable for industrial use and appropriately zoned for that use. By altering the land use plan, however, the supply of industrial ,land could be increased. Further testing of alternatives • would be necessary to determine whether enough industrial space could be shifted to Clearwater to significantly decrease pressures on the thoroughfare system. It is recommended that efforts be directed to expanding the capacity and of efficiency existing arterials through widening U.S. 19 and McMullen-Booth Road, extending Belcher Road, and instituting "park and ride" facilities along these corridors. Further, efforts should be directed toward determining the feasibility and impact of i expanding industrial opportunities in the east Clearwater area. The 32 ?¢?{?r'147i',wf ?+!'???•'?'. ,'rh-tt':;?`'ir ,'.???t??n,,...L.rw. '..,,,?...,?„•r, -^i enC..,?,!'.. jy.nrv.4rwve!.?4ra?eyj31';'?.y'":ti'.+r)fj"t?•.-:'w.y.r-.'.w.1?!rx•. k,r>s!;4,::.,. , , s.^t'r i4 dS: . .;7:.•..fn if,i.k„,'•'-e;1'.t•tft t ?. "',?: '. r' ,??? ::r?' y?rr.'. .5?,,:.,..,:?,, :;??: ,t..;..i-r ':c?:'',).: •j'. `:> ` ;,. .".?•e? .a ,,-,e,t.' "s 8.:.1'9;.;:1 ,"•fyK >.?r;''°'• ' .?: _ Yr:'? N:?7;:? 1 e.i...r t;•• , r ?!5 z r.:.>:. ? r ,5.. L' i.g "„ Y°',.}'? 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'!?9:'. ?*.,t..:,,.rr??:. .. 3".t'?,w?t?{...1 bridge crossing connecting McMullen Booth Road and 49th Street should be considered only as a "last resort"; that is, if an acceptable level of service cannot be a:hieved without this bridge. However, the wid- ening of McMullen-Booth Road should be accomplished using the FDOT cross-section for a six lrne rural road. III Lakeview Nurser Belleair Corridor There are no east-west through streets between Gulf-to-Bay Boule- vard and Belleair Road. Druid Road is expected to be completed between Belcher Road and Edenville Road within the next few years, but the problem of east-west access will still remain. There are several al- ternative links which could expand east-west capacity. • The City owns nearly all of the land necessary to extend Lakeview Road eastward to Belcher Road. The soil conditions for such an exten- sion are extremely unfavorable. Approximately 2000 linear feet of this right-of-way is muck and wetlands. Any proposed road would have to be built on deep pilings, making this one of the most expensive links in the City's road network. The remainder of Lakeview Road is a two-lane facility which traverses both City and County jurisdictions. Travelers wishing access to U.S. 19 from Lakeview Road would probably choose to travel eastward on Harn Boulevard. Harn Boulevard is a four-lane facil- ity with several short radisis curves. The design of Harn Boulevard is less than ideal for a high volume collector. Extension of Lakeview would be expected to increase traffic on Harn. Nursery Road serves as a major collector street between Highland Avenue and U.S. 19. This two-lane facility could be upgraded to four lanes; however, extending Nursery Road to allow access to western residential areas would be very expensive. Woodlawn Avenue lies on approximately the same alignment, to the west, as Nursery Road, but 33 `.^°'•%`ea"Y^f:r;':;.y-„Kr, a.3. ^ts. 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'K'im :lr? 'Yli \.!} ;?:; s: z 3}4 ?• !' .f"^' Yil.. 3 I? x ¢ ..7,'?:.5},0 .5. ,:3{t. ,!`?r- _!' =I•t?j: ..}'• i'y nt .t +r.. -'ice `•?:,, 3 ?Y . fy !ta,. ??{., r':.r '.lv. 'e.`_ •'y'..' '.t :,..,. y,, .i• '{f. r.`r.' t °'f ?+s? J ,1 ?'?? x': '•C : 1;? : ,.L Y:.' fl•y:, )7?°% r' S./? yi`I?• IS . ?; -':t.6. '.t r V, :'F! ! .?. ?. °91>?? "`?'s7 ++. °?.,?='p :t1, r::e, ??,?; -.I' '1',••`_ :tt? .,1''' .'di•'?1 `}•. ?'::sr; ••la'}t?,1, f "4 `. .?? rA"? .,E .55?j.Y', '4?`??' -3?;' •rt.i?l: v4` `•`? ri''i?` •,'7`?? Y•'t :.s i?? ? - •?:?i. k?. t, M "? E 4\?•? i ?3 y' ?"'' ,r?S%S} '{S c,. ea' ?'r., ??t-$:•» .It:14» :11.,., •?r,.,rr,. y ...5 .? . ;k €4 " r p :,.. ?-' °`i-?' ?-ai',''1'f . . ,?.4 :. t.1 ?.r i:i.:- ?,?, Ua • • S ';'%'i ?•C t S o?.:•t. a. tl.r ,'i"E :r.u x<•.l.r• , :9" °S&t ; ;o.' ? . ?:: ?,,,y 7 t a ?'1' .?.?'. "r.' •••I>'` s. i3.,1 eiAR.4 r.:- r._.. i ,r y. ,3aa•. SJ f+?R t'?t? ,.kll?.'.\•• -.j i- ? •?1 +???:•. ,!?'as•Y.?. 7i't'u• .? ?t' °4' ?}?".,,•t .>??„"r?'? ?'7R 1R ?M1. s1,ti. ..;?, 4?/'t.t '1...'' ''C. '!1, a';.:i. .Lf.:',r•'::?... 7.s 'NC%..'k?^a'&" •e.. ..!i9, 6`rv `13 ?:•?>'. Y},.T'1" 3.. ?.?1.` `'ti'_ .Ylr,', 'Y? ? 1:1iit/a d;•"' i{. i??, ^Pq.,?. ?I.. `l?"is ?.. 1. J-?.d.f.? M1 :r.1•+?. r'.i' s` .[ I:?:.?) .,ctl .?.L'+..r..'??w,:?`f-:a s:[.,_?.3r?•."lA._P...- 'S'.'?a+.?Lil .1.iZr-r.,..a l,tiu:.. I .?:G.i.??F:.'1?1, u..L!;`'ii1`.»'__'___.. ..'.1. ._...:.rl? traversing the approximately 1500 .feet between Betty Lane and Hill- crest Avenue (where Nursery Road currently ends) would require condem- nation of several homes and would seriously alter an established residential area. Belleair Road is currently paved for two-lane traffic and carries vehicles between Clearwater-Largo Road (Alternate 19) and U.S. 19. Normally, this'would be the immediate first choice for expanding east-west capacity, were it not for the series of oak trees which line the corridor near the intersection with U.S. 19. These trees are approximately a hundred years old and provide a tree canopy which covers the entire road. It would be practically impos- sible to widen this road and leave the trees intact on its current alignment. Deviation from this alignment would require extensive condemnation and acquisition. East-west access in Pinellas County is a problem all the af- fected jurisdictions are facing. The only four-lane divided arterials in mid-Pinellas County are Gulf-to-Bay Boulevard and Ulmerton Road; however, plans are underway to widen East Bay Drive between Highland Avenue and Missouri Avenue. Further study will be needed to determine which of the three choices in Clearwater presents the least cost alternative. The long-range road improvement program for Pinellas County indicates improvements to Belleair Road.2 Widening of the central section (Missouri-Keene) would begin in 1981/82, followed by the Keene-Belcher segment in 1982/83. The Belcher-U.S. 19 segment would be followed by the Missouri-Clearwater/Largo Road segment some- time after 1983. The choice of this alignment appears to have been made without consideration of alternative corridors. 2Pinellas Area Transportation Study, Short Ran Program for fiscal years 1979-1980 through"-1 Esc ober 1979. 34 U i? Trans ortation ra t . 5 Via.. i;3?3+•'''r' -•f gi:. '•s,','rs° •. i' `•; '.Sit>R `?.:.°?? ;':,. ?tc:'', .,hF3. 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':e•.eF?+`{j ?i,j?'!,',.; ?? •c?:tT+. 1; ?'?i Ag2. r >_ ,.S3.I,''''1?; {,. , tiE...+r<•t? i"?'.?':? 2 ?. ?,','. ?. s,: :.': ;?; ,,-?•`:? ` ? S ? a?6" x. . > r r, hk, r."???•,'??4ti '•3°. '1,i.t...?, ? t. `'"t i i', 4 ?; : ; ?Sr? 't''x ?3: ? !? ':.•: .,. }i! # t,,.r• ! ' ,? , t°.,? ye E:. Td.y ?r•,, ?? ?., r 1. i ?..?•,:'?:'y {l? «?f?4 q? ?:. ''?;'`I: `s" c ?' .??•?? ?a?. t t ??:?17°r...>d•> }g^'?-?°y}?. ? ?,<. s• h ';t s »'?. `i °zky „tom' ? .r?• s. `" `'' ??f ±{ ?'1'. ..x.. ? r ti r a[ j• : * ?'' ?° L ti ?' 1 •5{•u »,?I K,{? ?L ). tu" :s . ^.:? t. 1 :•'?','ati„+,??`-i t.-..? ?L'?ti ?' {.!? ',i's?:'s] Y ...•I_?'??$'•?.?,?',!'?.z?,;::•??t .ti ? `? ..?•:t:??i ..'r,,.. :tf;?"ar:rJ _. es y.,.•a?z,,.,, .Kt ?:r,.,7s^`a.r1'.,?`.?,?_ a!' ';: ??i+i:?,' i??f?2??,(}1.,, -5.=?: f:.<R°'._a;?;Frj ?k...•q' ,•?, ?.??; if:°?,a?':• ;4"nq':^li?;'".^?>`?!??`?y'??.iiCe 4'•'•i 'r#.3??h ?p'9j-*A•? ]]?? ? YY(•'''?Yt"?. ???? r.?:i a.',`•o:.1.Y?:"":ii 4??`.}!?'??.a ?:5S ? 1. k"??'?Cd:?,... 4r4,, sY, :'ii,}•aa,r::..f:rri; `°F';•-4`?i;?;'r 3; ?••..,?,??:: -:.° ., ??r1 ^: r,' fit. {(<?Y,f .fit 1i ?? ?4• ?.td+vi •'3aRx•'S I'.>i'.r .°r.'•, ,r fit u. ?,,•,.. AC 8.-rt?^ 3'r 3 `•i4'+,•-2 ?,rp s_ ?,f:,?,i??a??'•.??if" ;Fr Q. '' r?i,. s , r•f. 'i;?:r,t .`,;??i, ••It? ?'iti`r;;i:\?'?.r!5?55?f}? r^f`?txr!F-'T?tl A Before any improvements are made, the full costs of right-of-way and construction necessary for completion should be examined. In particular, if completion of the Belcher-U.S. 19 link required much acquisition in the Sharon Oaks Subdivision, the extension of Nursery, Kai rather than Belleair Road, may be the least-cost option. Clearwater Beach Clearwater Beach, Island Estates and Sand Key (hereafter referred to as the Beaches) are accessible to the mainland via Memorial Cause- . way Island E t t h d l . s a es as eve oped as a primarily residential area, with neighborhood shopping and other water-oriented commercial devel- opments. Sand Key is a medium and high density residential island with a major county park, as well as a significant amount of undevel- oped land. Clearwater Beach is the oldest of the beach communities and has mixture of homes, motels, restaurants, and marinas, as well as one of the area's most popular beaches. Memorial Causeway serves an average of 27,000 - 38,000 cars p`r day. This average traffic load Js within the volume capacity for the four-lane divided facility. Volume projections indicate that this facility will carry 41,500 VPD in'2000, an unacceptable level for this facility. y Travel demands of the residents of the 4,500 homes and apartments, the guests-and employees associated with the 5,000 aotel rooms, do not overload Memorial Causeway. Even with projected population increases the Causeway would probably be adequate for many years if only guests, residents and employees traveled it. However, the beaches serve as a powerful attractor of people. Pinellas County has estimated that attendance at the Sand Key Park will increase to 20,000 persons per r, 35 ?}'•}:+s,+,.'e????.?,yy.. ;.-.,.,,,.• t,. ,..Ya.,. r',^ ?s ,'.tY : " ^° e-, .J'° ,rot, r: ?:y: 1?^ ." .trx ? . , " w,,,rr. -y-. s. .•??.a«,? .. `'?." ..r d•,#???.u, s: ,c• a' :a;<' 0.j' +• ,. "+.:i.. '?,•f'. +t'z??,d_s?...?>?i;?.f' ;3??':'a,, q?. :.Y:z ?§- •t?:'e`- ,.. a ., , .. -?yt'°'?'' '-?+',:;`C., °a L 4r i',a :r 57J'.y.t : '.S . j . St ?,1°- • 1, , . +,. .•?.?.:ts ;... 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' l •J?,? ;?,a., of ;r LAS s.A !•Y, +? f^ -y?? t yk??;? fil e ?Sf`. :?='iJ ., : .?it•.`''?i:r''.r•4,?.. ir° •`4,.a;'•1,"d}}.,:'• ,?5 ?' c: en:•,• iS,'.r'' ?,dr `? a S: ' ?? yi?Y • ?;??_? ,tv?3,.4:.^,?v'<? `?S 'r `• ?' .' -. LZr .n• ?- •i''i' j .r,F' +'.y. q'{ 1 w '? i ?• w?? ,CL? .,i. ,3H? E. r i .t: {•, "'I':; ;s; .r. ..?_.."f: sr ?.,;. ?9'':' ?:>?` I: Y, zi,.4':. 3i'.: ; . 1 ?'ii?-. '??1 S'.1it ?C' "i'" ; r,\i,?, ;Ml•Y'•!.r il?fiS...xr ilrr .rjj.i ?'r, r.l;' I•.. ?J_, .'.1 (i6 j x,e e'3;?5. 1s,•.'fry ?S?'tS•r,+;}'.i'i ?I, Y4?`.l.Lt?..t, 31.,.:' {„' Yt t.gv4/???, `i rt ?? t..,•1J >?•r S.'i i?lw rt. ,-!` ?$ .:j~i ,•21'V ,rS•' _ .L' °r?e,?,.y 1' ,eY ..i'.' ,4r-rr3•A?, :„?'+„1_ ,f.•'.•• ??,yV :.i r,?. ?. q,`tr f Y% °?" !.'% .•i Ca?f?, .c..t?. ,`c ', '', '°?,.c'ir;;. .i?3 •',? r..,1:;::. ,r,??,.,ta.'Ir;,;;,.,z.?y.? ,,i. S '7y„4?.. 3'?r 'c t?• ,?{?, ,?9 ??. ,5.•?`;'.,'?•.?,?itt•' i•rt. ..??»;•,T. ?j ?V •'z..i' ;=,(3' ',l.aJi;.t?', :•? ;7,, .•r'S•_..'di i.•'.?.1[. ,+ ?? .u, ,.?rw•.Y'' -}tv 't?', y?:i t ,t':??g fL°? ? r,._.c'7?`5. .L. ',S 1.5 ,4}t:l,i;?; ;„'r. .F Yy. ^,,? fit, cG ?s' rSe[ .F'- :'r;rL. ?,ir'kf: ,: ti " ?'!::'t:. C•••. dr..5 ]'r,? r.t" #y. .,?•;`', '? 't ?'?? ? ,?'?i?,.?:.d,?,r- .%r&: .l•,'!'yw\Viy':•i•}.• •j?+.:' •t?'?.` v;'? .i: rf._jF .r;o.t 3f•?;,.1•.z :'t «,;,,., ?,5'. - ?a, '?. ., ?',. iti zr !?•, 't. d• r'F, tl.. s{C.,AL ,•11 .?5.. ?- .C'? .I., YF':. ?.','i,?H t.r .tr?r?r7'•r.?."?`?:,r•.i?l- 'rr,' ,.a ?'€ 7'4ai.r ?• M1t' .t ? ? .?.i?..t,? 3".7 w:`.' ° s` :+. `i. ,':rte: t a',4',.,`.,:;:i;r'' .,l..:, r- ,'}. .<.. fN • .."?` S(•r, .E r'LC,. a y34 .cs'. ?,• .rS t?'' -t! r.'" '.}?•???.,'•,' '??' :•, ?. -•,r,': ?s °• ',, w •.L C. I. 16,YSN, . 'c x /'Fii `? i ??:1 ..l-}r.l. I.. ?•_ _ •.4-• ..i:. .r:: •:? ,.5 .!' _..w:r' ':3:.4.`: ,i. ...[..x :';! 1H -.e ',Z`•?w' r ? -re ,?.?. ? s•.e. =•rE.a-' .ax•=-'YYr .. , t r?iri : .,?5 ? ?! r ., - rr.t,^y '1 c 'r4 ).';•'.: ` ?.' .. wn.y a 1.-.'1••a,:.t'ti}t ??.,?. iK _ •??e $._x.'...a .f'i"h'y .. _.., r... d??_`i: . .. .,. ? .., <... •i::. r _s-: I,, .. .. <., ::, ., .. .. .. 0 day when that park is fully developed. Clearwater's public beach is always crowded on summer and holiday weekends. The City Traffic' Engineering Department counted 54,000 cars per day using the Cause- way last Easter weekend. That's nearly twice the average daily demand. Previous studies concluded that the City would need at least one more bridge as well as improvement of Memorial Causeway to six lanes 3 The cost of that bridge was estimated at $23,000,000 in 1972. The alternatives examined in the Clearwater Beach/Sand Key Vehicular Access Study were a southern route connecting Sand Key with the Mainland, and a northern rout,-, with extended Sunset Point Road to Mandalay Avenue. It was proposed that the cost of this bridge be paid by tolls; however, putting a toll bridge within two miles of a free facility does not seem feasible unless there is enough year-round daily traffic to fill both facilities. A toll cannot be instituted on the present Memorial Causeway, a State facility. Adding an additional bridge would not, in itself, solve the community's problem. Even if it were possible to double the bridge capacity, beach gders would find themselves faced with an inadequate road network on the beach and a severe shortage of parking spaces. Expansion of the road network could be done, but at a very high cost. Parking could be expanded and paid for by revenue bonds, but- the result would severely degrade the attractiveness of Clear- water Beach. Recreational demand is the key component to the beaches' traffic problems in future planning. Several alternatives need to be examined. 3Clearwater Beach/Sand Key Vehicular Access Study, Kunde and 'Associates, iami, Florida, 1973 36 ?,+.yi1;C'.??''i"+^3i.'„?h`+fat,'?'L-Rtt'>3'rJ,-!:?,"'!"N;.-.,,',i't?"',?'.w'+7F ?NYJr,*14.a«.,;;.R±.. n", Y• ?,K ,['C's4;:'???, ?,';'?vtgrK•;r.tiTtL:H yq'3"l:trtC t. :'9?:?':.A•r4?r.,.r . .5..- .. •r:r:.•t-.: m jyJ.i i, Fl.a' .j4 .t' :N r` •,i.? ! 1 , t, w1t 4,: -:t . •.. `? t??l. 3 >?- .?. "I: -h-1:1' -.b Vl? ^A. `.r ?.." f ? ..r 1',.4w"• S ° cy"•'?"4?^i,, d'°sk U?, Y. w,'4 .. e?• ^`e:' =L' `:a';:.;.. J.1.% "•?:'ti• ''•n.'e`i •. ,?. »s:S,° +l., :a+ "°?•f•. ''hlu•' -,.rr.' ?t".:i ', , t:.V:''.. _ . E ?',(:., .,iL ?,? Li'. ?. t'.r ff •t, •+?` 1 ?i•Jf'•"d.2'?, ?:. ?.'.Yt ..J7 'e 'S' ,"d «r'?. ??.',mr. 4••?r?.7>:.. +ti•`:;tSt "t£". ,.? bS ..t:. «'t.., :r'? '31v,°°.,?`., '.ii ,,?'. ,?57 .?•l"RS a,,,,f '•);':i<. ?'? ,:?st'1?•7w??'s"r ?i'' ::?'?. 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'?., 4- .:iJ} iw (? 1, 1r ins v'Wf'aR?F?j}. ±?J v :4"-a:i a, I;Y •t`,.,., ?t (t! ..', ? i-, e?:,`, S•:tc?,',a3 r?•'4 .q. !a, Y d9+ f. ~!-•1 ?3I L1,.1'1 ay?' s'L'??i: ,. i,Yi "t' S' ? ?' ?'' F''t.?+'3":L i ?'.n l,[\i5kti .l. ;'??y,? ?? Y' a. "t .f°. +?? ?ati =)aAi-': •a,,:yi'•?6. iiS?.?"yt ?i3i.t;H,r c..°1.5;`i L?'?':°}r a;'';°''aF.t.'x?:'t-'°r'i..';, p. e4. ??.Y i.,??r. ?=, .sa C? 1 1 ?5 y' _y .+ j•,.;. S "`"^ 4iR` 1? C J}3>% ?'I??''t .i' • lft kj?kr \-.. ?? 'k? `'?y •? ? 't'!' ? ? L} ?• e ? r ,,5?.•z %i??r;y' :? ?.,,?-. o'';,'r; ,.r;' ' `r.' ?;`?•-w'r• e, af.?.-, ;: 1+` !?'• r ?' ,t't y L? •?p ''7^;l?,? .j f f•;,? a i 4.s1{ ' Y.n {,,,• 1,; •:. }t....i" L. i. xr{ ? 3t..4 rkk ? `st ?' .: ?? ?' 1'? 3 M , ? a,. r y.. , ' ?:' r,` ?,"•, '-•. rs ,'..;;' a..=... ti.7 ! s •"1'3<. {f!? ?` {fse. `i ,t ?` ZL fiY,%1,. ;,R'.... .q?'r. L,.to s- fie:"r"r??, r..o•,vl i. L,S.,. ?. ?',' F•',.A•i Z7• r? ?•{ ? ??,.? a. 1- ????<.f'.t;?.??av,>ti j?a:a?_ ,{.•??,--': ??„•.. 1",•L' ,d. 1,-; .T;:r. '4 Hera ?. .+7Sa vt<.Ik.^ '."-ir :,'w?'.`•a.. r r •`c.: •t#?, .-?d: "`; •: r' , e?:.,f ? 't Aa'.t" •.l'r?": ?.e? a ? I....'.r. The least-cost method of approach would try to get beach goers out of their automobiles. This alternative could take the form of expanding the bridge on Memorial Causeway to adding a lane for "busses only" travel in peak hours. The rest of the time, travel in that lane would be unrestricted. Bong range causeway expansion projects would probably include raising the span so that a drawbridge wouldn't be needed, ar,d realignment of the intersection at the eastern end of .the bridge. Grants for mass transit assistance are available by the Federal government, provided extensive preplanning and coordi- nation are done. Recreation demand for access to Clearwater Beach can be reduced if people have broader choices of places to go. Efforts should focus on initiating ferry service from the Clearwater mainland to Caladesi Island. An advantage to ferry service is that the boats could be used for tourist excursions in evening hours, and they could be sold if the project failed to gain support. Expansion of recreational opportunities should not be limited to gulf-front sites. Clearwater's inland lakes, particularly Lake Chautauqua, can provide additional water-based recreational opportu- nities. Public lands fronting on Clearwater and Tampa Bays can be developed for waterfront park and picnic sites. With additional launch sites for small boats, more families would have access to spoil islands in Clearwater Bay. None of these improvements will provide a complete substitute for beachfront recreation, but if the individuals' trips to the beach become less frequent as a result of taking advantage of other G leisure activities, the net effect on the transportation system will be'a decrease in congestion. ,I 37 4'if?t G Several years ago the City applied for a grant to build a people mover to connect the beach with downtown. Although this application was denied, the people mover concept remains viable. A safe, effi- cient, high-speed mode of travel, the people mover would be useful in times of peak period use and hurricane evacuation. The capital cost of a people mover is high, and outside funding would be required. Most of these outlined improvements are long-term solutions. If State or Federal participation in road projects is expected, the pro- ject must be included in the adopted area transportation plan. As with all of the other transportation problems in the County, the wait- ing list is very long. Mass transit funding is treated slightly differently, and it might be easier to obtain funding for a sound mass transit proposal than a road improvement project. The feasibility of a toll bridge would have to be carefully E examined. A toll bridge connecting Clearwater Beach to the mainland would probably not generate sufficient revenues to pay for itself. t If a toll bridge connected Sand Key and the mainland, travelers might choose this more direct route and •avoid.the Sand Key toll bridge and Clearwater Beach. Problems with this would be ensuring the revenues from the Sand Key bridge didn't suffer, and finding an appropriate eastern terminus. Ferry service can be operated by private enterprise or by the government. Access permits to Caladesi Island are granted by the State, and the City would have to work with State officials to obtain permits to allow the Clearwater-Caladesi route to operate. This alternative .could probably be instituted more quickly than the other services f outlined. 38 11- 'S?'?41'i ..it:n ?N.e.1`Mr :?rf'a. ?. •h fk. ;..? ?:x r1:; ?x .__r? 4 ,nrr `?" :.p. .. ?i s. t;?a}+s'yj,'?;? .;!aa4. M'?4. !"?'".Sm'..r?r*s? r't? ?yy, :rn:C';iYra?«4.r ?i?' '.e?F"?.5,?? >y*`h..{?'S??'?'?•?+73!e??M,+"?.°?n?f" M^... :"?L? t: *'1: P ii' r.?€ ?ssrr?` '?i "d:,.Rw INTERGOVERNMENTAL 'OORDINATION An important source of funding for major road improvements is the Federal Government. To insure that these funds are spent on projects which are both justified by need and desired by local resi- dents, a lengthy process has been established to coordinate the dispersal of road and transit funds. Federal dollars go first to the State, and the State Department of Transportation administers these funds in each of the 6 D.O.T. districts. Federal aid funding is apportioned to roadways which are under the jurisdiction of the State government. Roads are placed on the State system on the basis of their function in the network of state roads. Map 9 shows roads recommended by State D.O.T. for inclusion on the state, county and local systems. There is some conflict as to the ultimate jurisdictional responsibility for some of these roads, but efforts are focused on reaching an agreement among state, county and local authorities. According to state requirements, all primary arterial roads are to fall under State D.O.T. jurisdiction. When the division is attempted between those roads which are to fall to County and local jurisdictions, the problem is complicated by the prevailing procedures governing municipal annexation. Under current state law, the question of annexation is effectively left up to the individual property owner, resulting in irregularly-shaped City boundaries which may sawtooth in and out along the length of the street. When the street in question is of a minor arterial or collector, logic would indicate that juris- dietion belong to the highest level of government in whose jurisdiction 39 ;.ar{. r7,- 1:Li y z . ,'f1 :S{,,. T?•??^r.,.?r''o?'t'?,et •`{;RSfi. Sr., .1,• " ., :. , •. _ ? .. „ 777. ,}4a4,eF'•' •?11 .?Y'i•'rl,. 1?4?, fi:.ti? !,f? ., ,i: . •1 .r:-0•• ,i„ t`ry'.'!. t•'s?? ?`; ?' '. .a '.}. r`t :.t •4,° .'Jt iii,.. .'i},c '? ? , ?h! .-?'••P'•1?s>s?•i1', ILL%:1i m +.?r.'°?'d ir,•1: t;,frilj` .j s „ t .. ter. y. ?<, It i; •ii ,v iLr?,• -'fe ,F r(• 1 ~?e J:S:t i•l'-c'\?.[; ,` ,,Y.? 1ro??t.,r .. .. .. of - 4 fir 6 T• ';.1,": ?lii; ? .?.,': e. .3 ... { . y. flu,' s 5"• r°r. a'iv ? .. - ! .. _ '.`tia {r.?s, E,.f. :?•, t'.?'. if, ?:. - '.},. is ti•:. 4,' !'D?. 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When jurisdiction over a roadway is not clear-cut, problems of improvement and maintenance are compounded. The more serious these problems are likely to be when the street in question is a local subdivision street the effect of the jurisdictional conflict U generally results in neglect. One objective of the planning process is the reduction of future areas of conflict. Local input in the process of thoroughfare planning is supplied by the Metropolitan Planning Organization (M.P.O.), The body is made up of local elected officials appointed by the Governor with the num- D.O.T. District Engineer serves as an ex-officio member of this policy body. A major function of the M.P.O. is the adoption of the Short Range Transportation Improvement Program (T,I.P.) as a program document which outlines State funded road projects with the County for the next five years. Anew T.I.P. is adopted annually. ' Another major project of the M.P.Q. is preparation and adoption of the long 'range transportation plan. The process use in developing plans is highly organized along Federal •? guidelines. The end result of this planning process is a local plan which is certified as having Q been developed in accordance with the Federal standards. The M.P.O. is in the process of developing a certified plan. In the meantime, the interim road plan for the County is Network 5, shown on clap 10. Sketch planning is done by use of the approved Community Aggregate Planning Model (CAPM). This model uses existing and proposed land use by traffic zones aggregated to traffic analysis districts as its build- ing blocks. Socio-economic patterns and traffic characteristics of 44 a 0 V?"wytw?,.;ry7s,(?x•-,s•,•r:r .rl.•rr'•^,:r 1r < ?t.'"^C.r;"t*`,• .a'-=••-' ;st;_ -h;q:'.' . iKTA3' ^[`d, =''?".,"?;,.f7'. a,^•.-,y, .,,•,,.. r r?t•t+r r .... .. .'. '.'?.. ihS f Aa;,?ft l;,.'1_a. 6•. F 'f, I' i. o .h. '• ` FJ.' 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J,. p ?T a ?'y1 ; t?. ta•il9i) } t .t- ,'< ,-ia "%r'." •t . t ?i.r 2 f icy. \': •: ;' t.:y .t ',:% : ; 2' r?;:•I ;+C f? ? t ?', 5°. JTZra: t ;' a {, s. r`I;P,• :.;„ f..? ,c'.':: ??? t'' .:?%:i :?'::.,':. . ? ]y'F fl •]^, 3' ?+` ?1' '?-:i'.'f'.' :i:.s.' Y: wry '• i{:"•: ?°., Sa. f,s'- y rSJt 1` F,Cw?•'_ tq c°..e-}.,^y't': ll?••..-. .. ?? • .:.. l : :I. .. e'.. .--.._ :^'^?:'t'l ,. and .. ,•, . ?"1 d.:.vr.,l............ :•it ek:+at.,•7u?+ (D .RP, }_?49 the community are also programmed into the model. Significant variables are amo-ints and location of projected employment, residential and commercial land uses,locations and percentage of retirees in thY- total population, as well as the existing and committed highway net- work. The model then shuffles the various combinations of information and alternatives and yields projections of future conditions. The projections include estimates of the effect of car pooling and bus operations on the road network, the impacts of different land use i patterns on roadway congestion and the effects of increased development on air quality and fuel consumption. The traffic projections used in this plan were derived from the plan reevaluation study effort, and represent the best available data. It must be recognized that these numbers are not absolute. Minor variances are to be expected,but these minor variations should not affect overall system design. , The sketch planning effort covers broad-brush freeway and arterial development. Once the basic parameters of the system are outlined, detailed link-node analysis provides further system refinement. Local collector street design is outside the scope of the PATS planning e£- fort, however Step VI of the PATS study design focuses on collector system development. 1, The M.P.O. meets once a month as policy body. All during the month, its staff (which is part of the County Planning Department) conducts on-going planning activities. Technical staff members of the member government bodies meet monthly as the Technical Coordi- nation Committee (T.C.C.). The T.C.C. reviews and provides input to ; l the technical staff and as well as provides a method for local govern- ment staff members to be aware of the activities underway in transpor- tation planning. Citizen input is received at M.P.O. hearings, as 45 well as through the Citizen's Advisory Committee (C.A.C.). Members o•f the C.A.C. are drawn from all geographic sectors of the County, and represent a wide variety-of public interests. The City of Clearwater actively participates in the formal intergovernmental coordination effort. A member of the City Commis- sion sits on the policy body, and the Planning Director, Traffic Engineer and City Engineer are members of the T.C.C. Several local citizens, are members of the Citizen's Advisory Committee. In addition to these formal methods of intergovernment coordination, staff and elected officials meet with their counter-parts in neighboring jurisdictions on an "as needed" basis to insure consis- tency in local street improvement plans. ?r t 46 ?" :": ri'•-"'55,.?4y+?P;?., rA?.+.?,wr?:,;-?'••ff?a.e'Zt ., ct M'en,n:rEi }•=w.•;cglrtlx... .ax'?]Y:.' ,.•r»?ny? ,+.t3 °•??'' ?,vr ,y,? x•t{?'•>yrf#eYhr*'fni !rwn.r ?!..?n ""4?°'- . ?, 'r•e +r •i ?;•„1 TrS .. . .i. ., 1/i '}'` .r?`:`:'[ d?Z ?'ru..1?..F1 ,i t?+' •r• "? •i?"%{., 7:ti ri. 's' ',',. ' f: '•>;,i5.a .f". :t'- '•t;o" '.' ; ,? ?; ::' '.z:='?2 ?' ;v'j .'r: $ ;a..? a' "@:'-,:?t_ 4=? '?' :}' 'pr: 'Y.,• i.'? 'rs •,3rr'..` -i,:.i;F .s.•;, '"`.'i ,? -• i? .5 4r. t.q, 'y. 5:?'? :r?. 'si:r. =i'.,: ':17• '?.irt-ar,' {.?, ,e? iati G.?i?e ,.x'r. `J ..!"o".,5. •';'; _;: ,.>,.: ..a"i;SG:.r'' 7tS?',' :v:?' %:r„!' .3 .. 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THOROUGHFARE IMPROVEMENT ANALYSTS - Network Description Following a careful review of PATS Network 5 modified Trend High- way Assignments for year 2000 as well as significant field investigations and link/volume capacity analyses, a thoroughfare plan was developed for the city. Particular attention was directed toward coordinating the classification with streets in neighboring jurisdictions. Recom- mendations discussed by facility and type are shown in Table 4. The road network is summarized by classification and within each, road links are discussed as System Components. This section of the analysis considers only volume and capacity projections. Social and environmental constraints enter the analysis in later analyses. EXPRESSWAYS U.S. 19 currently serves 34-54,000 VPD as a four-lane divided facility. ROW in excess of 100' is available. Almost the entire section of U.S. 19 in the study area is located within Clearwater city limits, although major portions of adjacent land are located in the county. Major intersections with east/west highways strongly oriented to the city include: Belcher-Countryside Blvd., Sunset Point Road, N.E. Coachman, Drew, Gulf-to-Bay and Belleair Road. PATS Network 5 Modified Trend Highway Assignments for 2000 indi- cate future traffic will increase to 1001000 - 110,000 VPD with: 1). U.S. 19 as a six-lane limited access divided facility with parallel service roads, 2). Belcher Road completed north/south as a four- lane highway, and 3.) a new north/south bay crossing to connect with McMullen-Booth Road. 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"?{'-'`,••r1. , 4. : ? r,r'??`•"Y ,?: ! i? .^,?Fr, ?,.'?` ,e '`•G ,?, ,tiw•rt`?'•'? ;t:• r: •.,., .: .?,' e i } f st,ti, ?} i??.s?,a+s.•r,.? t:. a;e.?? y r..4? :?:? i;' ??+?==:ii':: V`'?!. i' .Z: r"?i=ipr-.• 'trrr'.' ?:•-:.,T.<Zi?3`r:; ' 1 ?' ?. hi. `r ..$i .,",f.? •'%'l?.yfl?`?• -r ?i ?'ii"j'°z.,; :`??;;'.?? .s; ?: rS' .+,?? ?: j r' -'?i :'i .i ,P • ;r; ,?:_,`,`•r?:: ?;?.? .i .al':';. ," .it.`•?'?.= (?`^4.•a? r ? b ?i'E?,1'.!.?i F?tt?i'3a.•':•f..,:` R"'`;f4i?.?` •t: b. ? , ,?,; s •„r..; ?°-,'r"' a)`,.-. - .?,.? ''" ??aS, i ? ? 'x ?:x ?^,F s._ ? >:. .#t,.?`• ?? •J':':' . s :7f>: •;!? '? ?':: L .:7.,. ' '' f' • .P^> . :; ;°j-t;r++ i•'.?<w,,-Cqt; u`,.. d r•.t,, ???xNW11> a rt ,c. 's:?•'J, :' i, 4,L'. ..i t'..?'..t ..:.. .# .Li?• '„ \ "{'' ?;',. is i. l,T. (? :. l•'`r' a- r,,.4 Y .?' 4?TY f. ? ?war:^tS` ,.'?jl'.€1;'',v? if 'Y?•r??.'-?? :t'{1`1J ]?i' II T,.iv. ?'. •l, `.::Il?iy,'"'' S[alt.r4 ?'i, ..a-y ??J .? ?: ,? ; ? Y. i . t? '•i.°•"; lE,"`l 1' ? ' t. i, r'C,, ?>•i , 1• %i .7.' "Y,,: .•?•`+' J. >i ? r ? ? ? '1.I.rL.rt„3? >?,}n ? ?]';},i. ? '7iku, .€. .! 1. •tf:.';: .S Lc"t;',. t •5,;: :i, s "f?, ..}i Is. ?? t ?'p p ?r,?i :?.` aB c +''r ,- .r, i?+. 1. ,.,.a .;??,..•i;a.C• a': ?'` S'" •r, r;.. L s'4S?r C t•r??;j: ,a1k:_.:?.;?': °r?4',_?7?":t.r -s'•.r:.,;l,t*) i•-; -?J';:. .`7--:;;' t..r.,? ,•)?:<; y!i- v ?F k' ?>?yy ? , S:'?yp ? .-:Y}'?`'i'.1'?` ': r "d° i/.:'? `,?',ra :: f'' ?:v'; •??ti- ?:1: }?r,,t:,?`. .'{.-zyr?, .?:,•V?v: .,;: 1"ji{.h., i:; 1•i,,?: °h?r,1. ' 1'.s ?J?Mi?- S u .:..C.I11`Ef it n? :r'. :.5!' ,Y+>:'1: •?1,.":i,t?!, ;,4- ?`"i 5':•1.^ >1.],.L!f,,:: 's`'i ;,, ...C" '•t! •.L .F; .>? ' i 'f' ?. 4 ? 1?'?i ,?Z ,r ?']rj ?' y yt„aF:.• .+ Fi. Ii".CM?3e{?,?Y`hl°#.? ?•.;K?.S;S•'.?{Y."::"+R.`?_Cr•e-n,rr•.";.`??•_}? .:.?; •s'; ,Tr,.,1 :,,?. .. ,5,. .i:`Y?r..r.•' x"r?;...r: :, K'::. 11':`-'.`:«'3::?.,... t a number of years. Without this new facility,Belcher Road, the only major north/south alternative route would be expected to serve more than the estimated 18,000 - 29,000 VPD. The 110,000 VPD on the con- trolled access arterial is beyond the LOS C capacity of 60,000 90,000 VPD for a six-lane freeway facility. In addition, if the new bay crossing were not constructed, there would be a need to accommodate another 26,000 VPD on the remainder of the road network. Belcher Road would be the only alternative north/south route, and therefore, would experience the bulk of this diverted traffic, raising its volume to 31,000 to 50,000 VPD. It should also be pointed out that any additional capacity achieved by adding parallel service roads to the expressway must be carefully assessed. It may be that these local types of trips are not included in the year 2000 estimates due to the manner in which the links are connected with node points. Therefore, parallel service roads may add to the volumes, while also increasing capacity. However, it is probable that a six-lane, limited access U.S. 19 facility will not be able to provide a satisfactory (C) level of service at 100,000 VPD. Until such time as the new bay crossing facility is constructed and improvements to U.S. 19 have sign'ficantly increased its capacity, i Belcher Road serves as the best alternative north/south route, and provisions to accommodate this potential diversion should be considered along Belcher Road. This would help retain its operating efficiency and to alleviate unnecessary expressway diversions to other less 48 a`C='*. -vr,ti ?l+?, aF:"?'.s•?+'g`*;r rrvd';!!w'?"r.?-iax+1;M:"?'.x,.",.y ..•?; •tFt`r'rtR':+" •'?''.;e?h±!?J„k;s?Fi.'??4.}.?.y1yp?„??M: e...,N+ttyE?.?*Y"?:^v. r.; ,">,cr.!.r ..«...n.xv?'.H, w+. t';'?"„a, :"a '? ' ¢ ?' '.s: '=w.K ?;.y ...?s?' • li`E.: f ???;.• r?fy'}'?,i?,'+''. ? .:?.:..y y.'itFXt ?ff?' ltY^.?`?. ?Er{l"? y )" .: ?: .'4., :7 f. •.^ts^ ?k, :r?.,.? :ly:°' `,#'?. :T';• nE;.". . '{.?'a.4 ... ... F' ??i ii.. _3 r. iS"???S,y? h y?i ,S.zL' ?..•¢.v. i'i? °•?, ej?7;` 'i1 .+'•3;i, L, :.?i.t,:;° ., ,p?. 'i. i}rF%+',?i`; :'•xS:><?,"cif ?..s {'4.fi.'?L'1v a? ,:'?.. _ ?;.F,: :: y`. '` Y ? ?: i'. •`.T i i i6 f .?: T?' _ .'.a ... ..i i.. "3 .: r .E ( i d'.l. Sri. 1 i s?:ti:, . i.K ??^^ Li3 •???'c:s•,;;1^:C`.!'.?.. t•.'?? LE.i .??.:: ?i .' ?, + ?, V '4 "y r., '.?. 'i; • ??f ?'': f .?`",p`.•l? r , if :^.a^,w . E'r? ^??. i i lf.° `?`..1 • .? n'Y=t-.. ?'?1:: ? 'e C.l? ?.? ? ?^E'1;i `EF,':. ,??,?.q` s? , g.. 4:q {._6aao ` ^?>':,L? ''i +a'.t ?4 ,!'. ;'r . ,?7 s :P?.n :'i i•.u -?1,'s: { •3. ,. ?+R .•?• w ' "'j'-' ?i{iz,•?w'i?': 'psi.., s ...Y. ;"%;.i?" s:?.x?'w .3:;'4•;:I. ,".:_.? q - • r F ';:,5,:. 4.i:.1 .? I t,,::'t4. r -- 1g :.5 a „» ?t11?1"..?.x? -?tio , rsr`1t?Y .i ?::, ,?•c , .•..??n?? : ?' •r? , ?;.: t' ?-? E;?;?,. .?sr,C.?r 4;? t f:1?? i??? ` '?'?. ?'. '?, j ' ? H"-' ????.? aY •3: '.?? "'i7; •,.1 S`?S .E?:::?.` •..t. ?, i. .•j ?. .t ?,;?.. ,.? ?• a; ':t, ; ,`i:l e.'CsNc?? 3' r ?, ` d '>?+,T„ # 'u ` ? ?E.•.'?.s ??t,:" "' ' d ?x f;:t ..9??ii ?- ' ?i .-; % . , w 1. ?.r i, L t,.r;, p ?`-'" ? ?,," e?6 ' s•,..?? },-i' ' Y=irtr :-? "E .it-'?',.(':?t+? a ,.,;g", ',.??,?.. .. • z e .."„: 7""r' =i•'} ' =?, ::+ °.?'' µ;. w; -,"r• ??1 '.',, ?.°'t"` .}?ix:'''t 4ti-}l;%u?x` ?, ?. ?h.rf?'•:4 ";.:. S:s'.a.i iy: '' ^'t. '.'.4:'1+,. '+i s, :? r '??3.E ?t ?w3 ''?f "-+f.:?;#;.:.t '9.r ',s.k s?i's;r'a 'a?f?"?``6N`4.:?z?Y ;i {^i%_? .ii ""': yr3 '?= s: i">: ,.i ''t, :r;`;•':'.i ?;'i:?`: 'v^"x ,3 li+ °R--11c 'tk :.l. '??`?.r.,:s g,t, :+ ... ":ir ?' .??•' `:,i. J1 "- :•£?. z!.S S. .e i.,4 .f=. iti,u 7 :/-!.e s?<•%t riJ '°}' °A•'•'..t: t"t.? 5.--?, ?x.?..i.°:?l!.v. v'?.'1' 'en: ?.T:::.. i !.•'h :•. i.?_.. ::i. ?? JC' .19 YrN?"F,,. ?'' .;.`l`' ?' ' f..?? ?.. ?'???? ?a•`x. ?""'- +,s? w? r? t. s`tiC?,. ?z,';?Gr..:a R:'"''.:ra5! i%`ti?',d";.,w jl?,?'??: ..., ..,..._ . _?r>`°' w' t t`:rcr.u.''.'`a=?' a.. .w s;.< t . , xnrl:s r.. ,a ?..'? tie ?i? ' 4. '.'2 S ?+.?. .; f:.^.?'. `? i^•.,i ??b: w 9.," A D 0 e e e `L:;Y 01-11 desirable parallel streets such as Hercules, McMullen-Booth and Keene. THOROUGHFARE ARTERIALS Considering first the thoroughfare arterials as east/west corridors: SR 60 Gulf-to-Ba Blvd. This principal east/west corridor was subdivided into five sections: 1. Memorial Causeway- This facility currently serves 38,100 38,700 VPD as a four-lane divided facility with more than 100' of ROSY. PATS projections of 42,000 vehicles per day indicate that additional capacity is warranted to achieve LOS C conditions. Recognizing the fact that projected traffic across the causeway is a function of development projected south of the toll bridge as well as the holding .capacity of Clearwater Beach, the most practical short-range solution is not to drastically widen the causeway or to create a second causeway but to improve the operating effi- ciency of the existing situation, particularly at the main- land intersection. Through intersection redesign and reorientation of CBD traffic, it may be possible to increase the LOS C capacity to the 30-38,000 VPD range which more closely meets projected needs. This channelization should be done to favor the reorientation of causeway traffic east/ west over the one-way pair, bypassing the CBD. One possi- bility is to make Cleveland Street one-way eastbound and Drew Street from Fort Harrison Avenue to Pierce Street one- way westbound. These improvements plus other traffic 49 -'Y4:Y ;.?'?yt.`4f"j. "<SWs.wi.: .,?.c .!r .n ?. r""F ?., -'.'f ?,l•.?.: r'1 ?... Y•-yk.t J: ,rfa ;Lw•x,M.N%? , `Y •.... .,.h.. pmt. uN,r4 ay?tax-.n.??.. ...fF ?r,...L.._k!i i , f} 1 ? ' ? ? i +'t1 S e operations ':chniques such as advisory signs to indicate when the beach becomes congested and CBD parking with shuttle bus service would improve peak-traffic conditions. Other options include diverting recreational traffic onto El waterborne transportation to Clearwater Beach and/or Caladesi I to " l " t ' l d peop e mover s an a sys em. or In the araa of Clearwater Beach, highway capacity could be increased for future development north of the i:oll bridge ' by considering either a one-way pair or removal of parking t to improve two-way operations on S. Gulf View Blvd. For the short-term, improvement of two-way traffic flow is recommended with the one-way pair concept being introduced to serve higher traffic volumes when they occur. Further PATS network testing will confirm in detail causeway capacity deficiencies, and indicate the need for traffic management plans involving a second causeway, a reduc-. -; tion in beach density, etc. 2. 'S.R. 60 (Downtown to Highland Avenue) State Road 60 is four lanes divided from Osceola Avenue to Myrtle Avenue, and four lanes undivided from Myrtle Avenue to Highland Avenue, ROW is 80' with a 1978 ADT of 22,300 in L? the downtown area. PATS projections for 2000 indicate volumes to 19,500 in the CBD. The four-lane undivided facility is adequate for these projected volumes, but 80' ROW is deficient di h accor ng to t e latest State design standards. White PATS has recommended upgrading Cleveland to four lanes divided rM from the bayfront to Highland Avenue, the need for this 50 0 't'r?Ji.^"•"". ?,wy„r.y, Y:°'?:??°,^;7;:"H.' ,r, a.+4.k±d+??.a^v•v.^r r.".ii"'.•, : A:' ? 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";s n'- .`?;.. 4::. : ?r ^ t, ;?'?'.. •??.?.,: °r^: ?.? .;?trn , Fe s`?r.T :r ki:°'??; y ? ? ..Y f.S it,?•?:? ?; l 2 :- 1?.' fi.?? .fE . •.,?Sa _4 .Mt.:.. ? V ?Je?.?`kr? ?t -' .i•!?ue .! r?.+t? "4 .. °.l'`f ?'Y. F. d V2 .:1• 4rj I{ ? ? t . '. .d : U> < ( Z ?s v G';, , r i,ti .,^,.s:,'. :• 1, ^r 4• ' ,{ 'I' ;'r,?°R?'. .F. -}.. '.;. y>, ,.?.3 aa?': ?-ei'::.. fir- ?+" ?S'`t "•r'-:; °'`\•.?.:: ',a'.i lot"k::°]?s ":1.?, .??.. ,?. !c ?}F. :?''•',i?,?l ?. ?G i?7>7 1s. w:S ,.??.': v.. ,{ .x ., r 4r .?.,?. y.'`•• '.?}S'i:? .r ?z» .. , w n"'] ?- r. °?• ?:' ;; F,"« Jf;Y ?t - .s. v l?••r..i4`'iTV ..?_,...r[.5 ?'?i .. $•.... :h.v-.'i.???_C?A'-?. kiF ., a.f _.?. ...?? .. yta ... ... .•A, ;: h''. , u._. .. .?_.n. ..., '"s :.. .. _. ... _ s.s,•''i?'?: ?.f .i'?.a-i'.'. f.r..7 _i•.. •r. ?.auiC. fc*?yis ?S• j widening should be reassessed, particularly if a mall is created in the CBD. It should be noted that projected volumes are less than existing volumes on Cleveland Street where volumes increased from 13,000 in 1973 to 29,000 in the CBD area for the year 2000. 3. Highland Avenue to U.S. 19 This section is predominately six-lanes divided with left turn lanes channelized at major intersections. ROW 'r is 100' and existing volumes are 20-45,000 VPD. PATS projections indicate 49,500 to 52,600 VPD for which the current highway facility will not be sufficient to provide LOS C. To achieve LOS C conditions, widening Gulf-to-Bay or improvement'of a paralle•1 facility will be necessary. 4. U.S. 19 to Bay Shore Blvd. Current volumes of 20-28,000 VPD are served by two road sections. State Road 60 is six-lanes undivided from U.S. 19 to Sky Harbor Drive and four-Lanes undivided from Sky Harbor Drive to Courtney Campbell Causeway. ROW is 100' in both sections. For projected volumes of 36,700 VPD in 2000 the 100' ROW is inadequate for six-lane divided facilities under current State standards. The section between Seville Blvd. extended and the Causeway should be upgraded to a six-lane divided roadway. S. Courtney Campbell Causeway Tbh s four-lane undivided roadway is within a 100' ROW 5i ,T •1 l .k F , w{•??r a,.N. .a?yS'-r Vii'': `i.• 'S - ?e •1YF Yf •.f.f• ^i.-.. V'^ t, ,4". .'?""?`?;' -'l ?3?7,'i ;tsa ,? ;lcd'P,! qrI'. er .• r?• J': ; i' ! 't• aw' -p; •,iP,: _ '/• d ?s '' Yyr: +s•' F ) i. n •; Y b .Ir t: S '''y?q •''J' ' M?• i 'ni§•? '3 "'.'`'f"^ ?,Sq?',!? •r l'?'. ib1 ri,.,.n ?fr:? .Y''... rt 1.?y?T? ! 5 fi.. •C' C '-t 't,: 'e'q; .w, f''tY yq S x ?3i?" 4' "r?':°' Jr? ;'n„`'"s?, .J?, bJ '. 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'?2c?+ ?? 1?. 1 i ",?.. ^` 'r r.# '::ey; •?,?:?°?Y?.. .'. >• -r!.'<`'' i}l:k' ',T .?r. >!"'? i.tae .-?4..a<nt,?,rY..k?f ? S.l * '1 ?." Y ;• +?;.?,t. •lr"o. '`lY e•t?f a";`•d'.'/;'S4 ?:;',`'•'. ,`. ;+b t:=;Z}. 1, '?• .A ".. }C.: it :;%r'J,`?. t:f i?°a ;-u..,j?y=',:Pru ?'c "1t4;•r°°. t;r'rr<„3a`a1' : ?. ?:i,tz•" +* '{JS ?RS.. 1" yt?; ?.Y"+.,•k'' t' ?'' ?'i,:-.: !?i=•; `. t: :':j_:,•,. '??',? .k::-,-. .,?:, fyil.., .X;;,rl,? '" ,1iy '.?, ,.3Si^ r fr? ^? ':7', ,c,. '.,'};- '?`Ji'- : b J?`J ,f;, :.?? • ,- :1'•'?' "!t 1'. .7,.., : 4 - .'S., ..7.r'a, ?. sh` yy, t.a q? ;}y5?°'1°??'? ??yx. ?.; q'r- A,t. .r. tr}, ?;?. a.Si ._z'?..': t`ti °;'7i', ''_? .sk: •.i `•a :'it ??, M.? i':_. .y... p v4ltl,n 'F!{'?1. y.t.. :SLY}'J# tk .?,+ +Y`.'•.'1:.. •!v:. '•'.7R'9. r.??`.aI .,. i'!', e.jr ?'i J.:,`{:f'.:•• a_. ..ISr.:: t:'.t.f_ t7?Y].G^1'.•?.•'Ei-r?'/<?,°?'?Y•_7?':Y S:,.M, •. ,,,i tr..4.. it ..1.,:.)." , .S'.:r r.,.j.. .(..r -:rT••AY 'i: •t? C,S nd tl 18 6 Oil a curren y serves , 00 VPD. PATS projections for 2000 indicate 32,500 VPD. For this volume, the four-lane divided facility is sufficient, particularly with the lack of adjacent development. Court/Chestnut Streets between Pierce/Drew and Highland This one-way section with 60' - 100' of ROW is generally a four-lane undivided facility with a section between Missouri n and Hillcrest divided the section from Ewing west to the bay is Li one-way pair, with three-lanes of traffic in either direction. Year 2000 PATS projection is 10,700 to 16,800 VPD for which 100' ROW i ffi i s su c ent. It should be noted, however, that these volumes do not fully account for the diversion from , Cleveland to the one-way pair brought about by improved signing and route redesignation. Projected volumes may there- fore be considered low. The section between Hillcrest/ Highland and Greenwood Avenues (beginning of the one-way pair) is recommended for improvement to four-lanes divided. Should changes be made in CBD circulation, other limited improve- ments will be necessary. Cleveland Street East of Gulf-to-Bay E? East of Gulf-to-Bay, Cleveland Street is a four-lane undivided facility. Traffic projections are for volumes in M the 13,000 VPD range at Belcher Avenue. Current volumes are 6400 VPD at Duncan Avenue. This road has sufficient capacity to meet current and future demand, and may, in fact, have excess capacity. It is recommended that Cleveland Street terminate as an arterial at Belcher Road. 52 ?r"?`C+tk?s.x`$Kt '.1fe 'A• f-rx»x?.:..;°'?M'.::!-. r..via ,.#...?tyyx wr..lti•Y,•t •a?,sr.(y:•. -+?„''o at ??rrn?Sr9.t•s:SE9>L?a,.., w•.ys, hes'?a?r;f :?•"": .?T?r?si• 'r?n.ii - ,. .."},? ° ..+ ?•-.^.'!rr". , +''`?<r',, Y.';?. st t. •:':a»., :'.x;.;?'; 7; t> 's' :t*'wk° :ig``.`,r?r -`, '??:. i,?;ia. : i.; ts.' rc ? .y?:. .t, }:;; rr Sl L .}•??a'!:. ?:.e tr . 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'it:-.:t F?„s?'i?.?7 ?ri?• .?•' ..i+•_ .F/°, r., {F,r;..a S1.'r`'<,N?? aa•r `:, 'd_•.';ra:• .?y•.. ?-?r?...? 1?']]cSv"}•ySJ?'?3141?t"•^r.:#a•?fl??i?;?}°:•'??t.?"t`? t52_r:.?,t{td !'t!'ti JkYzi;li?t:_5.5;??'' ?Y?y!!•'F'•"-'(??•1".'4?-?1Snx Y:in ('it: .'.31'Y'.5:.}'?J I 1 M1 S `S1: ? ' t'.:. iL`i«Z',. ili 1."5 na.. ,.-1fp;1.,i e??fr.3J•E-'yta'y1:' ii'?t. 1:d'?•It/:'i':'.'e ?°ii?j<a;:i??ir??'rr.,, tk.j.'.!'1 !_'c^. Y..?:,y'Sr ? y ? j• 9" r ,yi rf. y; °.'• ?? is '' `?r: ?•i._:, ,iii: °7 p > ,?y.>aY o'.?:' yFi E:;:. •1.i° 'J-;, •:d rr1:Y...t' f ... t.r ?;.r H:•, -C c 1r Drew Street Due to a variation in projected volumes, Drew Street was divided into three sections. 1. Ft. Harrison to NE Coachman Road -- Existing volumes on this four- lane undivided section with 80' ROW range from 13,200 in the CBD to 24,500 VPD near Highland Ave,. Projected volumes are in the 23 - 24,000 range. PATS network volumes showed an attraction to Drew Street rather than to S.R. 60. It should also be noted that when and if CBD circulation is changed, some turn restrictions on Drew may be necessary, thereby influencing projected volumes. Due to the importance of Drew Street in this area, a four-lane divided highway should be provided. The 80' ROW is insufficient under upgraded urban design standards. 2. N.E. Coachman Road to U.S. 19 -- This section is two lanes wide with 80' of ROW. PATS projections show 19,900 VPD in 2000. The 80' ROW is insufficient for necessary widening to four lanes un- divided, with left-turn channelization at Belcher and Old Coachman Road; however, traffic projections indicate that a four-lane di- vided roadway may be needed. 3. U.S. 19 to Bayshore Boulevard -- This section is not completed. A two-lane highway with 100' ROW exists between U.S. 19 and Hampton Avenue and between McMullen Booth and Bayshore Boulevard, but the connection link is missing. Current volumes are not available. 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J a t ti r 'L'ra.+.?..,....Ls.??s3>1sL.?u:+:i.isre• - "?'??wcS+?t?>::r::£>?sr::?..!:,.:?..`_:a•??a:?: .:i.?... ?aF':°' U expected only if the McMullen-Booth Road - 49th Street bridge and expressway project are completed. If a scaled-down version of this'project is built, expected volumes will be lower. A four-lane undivided highway is recommended between U.S. 19 and McMullen-Booth Road and a two'-lane highway from McMullen-Booth Road to Bayshore Boulevard. Sunset Point Road 'i t This major east/west corridor is divi ded into three sections: ! 1. Alternate 19 to Highland Avenue -'- For the existing two lane { L? roadway (with 100' of ROSY from Douglas to Highland) PATS pro- jetted 20,900. For these volumes, a four lane divided facility is necessary. One hundred feet of ROW is 2. Highland Avenue to McMullen Booth -- This '100' ROSY currently serves 14,600 to 18,001 are in the neighborhood of 18,500' and up• but at least a four-lane divided facility sufficient. two-lane facility with } VPD. Projected ADT's The 100' ROW is sufficient should be provided, 5 therefore upgrading is required. The projected volumes appear unreasonably low for this facility, and will be retested by PATS. 3. McMullen Booth to Bayshore Boulevard -- This existing two-lane facility is-located within a 100' ROW with projected year 2000 volumes of 21,700 VPD. A four-lane facility is necessary for volumes and system continuity. The 100' ROW is sufficient. This link is outside the Clearwater service area but is included ford" system continuity. The following section considers major thoroughfares which run in a north/south direction. 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'sow i? s.rl'.l t.rJ'','r.;.-,:.,ap,t' ?' ?^. r, ..,L r` Wm.`.,. T, •1, , ° :-:,` Z `;s " yH'' ,i tt• • „ , tv?Y?°' a C, k'° ?4 i t'• C} r' 'rt r ?`!: . i"..r'{'r.. ,u, r?r•?-,.r'. t•?. J ?;?• C'i?i. nF- N<<, i:ts t#' ? 3: 1ra•..••i'S3icn? - =-lh't- _???rr??',Ll•k..? £s'',?d.i4w5-.. f','., ",':,'r:'?sy?, , ,r .,,?.,`??•. ...::.,..'l..s.:c; ?.{' ?.L..,.;.. i.»,?.;?f`,.?:7•.:."ti..;?s:rr._ ,., :.°« ,t Myrtle Avenue , 1. Fairmont Street to Lakeview Road -- This four-lane undivided facility with 80' ROW is projected to serve 19,100 to 20,400 VPD in 2000. -In order to sufficiently serve these volumes, a four- lane divided highway is required; 80' ROW is sufficient for an urban type cross section. Prior to upgrading, traffic operation modifications to develop one-way pair system with Fort Harrison Avenue should be investigated. 2. Lakeview Road to Belleair Road -- This section of road does not currently exist but the link was included for testing in PATS network. Projected volume of traffic is 20,400 VPD. The 70-80" ROW planned in this area would be insufficient. This is an important link and, by its completion, it makes possible a future one-way pair with Myrtle northbound and Ft. Harrison southbound, should the capacity or improved circulation advantages be required. Fort Harrison Avenue 1. Myrtle Avenue to Drew Street -- This section is four-lane un- divided to Seminole Street and two-lane from north of Seminole with a 60' ROW area currently serving volumes in the 15,000 VPD range. Projected volumes of 16,200 VPD indicate that a four- lane divided roadway is necessary to obtain LOS C traffic condi- tions. Capacity on the existing roadway could be increased by eliminating on-street parking. 2. Drew Street to Lakeview Road -- This four-lane undivided roadway currently serves 13,200 - 20,700 VPD with a ROW of 601. Projected PATS volumes are in the range of 10,600 VPD, indicating a drastic 5S i• 1 SI ?y?,' I! 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Lakeview road to Belleair Avenue -- This corridor with 60' ROW tl curren y serves 18,000 - 22,300 VPD with afour-lane undivided facility. Projected 2000 volumes of 10,800 indicate the four- lanc facility is sufficient. The concept of using Ft. Harrison and Myrtle as a one-way pair should be tested in the PATS net- work. Missouri Avenue 1. Belleair Road to Court Street -- This six-lane facility with 100' ROW currently serves 14,600 VPD with projected volumes :f 28,900 - 36,400 VPD. This six-'lane facility will be sufficient, although r widening of all sections to a divided facility would be desirable. 2. Court Street to Drew Street -- This two-lane section is projected to serve only 8,000 VPD in the year 2000 which does not account for new traffic generators in this area or for northbound links. k The link between Cleveland and Drew Streets has been carefully investigated for future widening and alternative alignments have been evaluated. 3., Drew Street to Sunset Point Road -- This currently unbuilt link was included by PATS for testing purposes. Traffic assigned fo r this northern extension of Missouri Avenue is 20,900 - 32,80P VPD i 2000 Thi n . s would require a four-lane divided highway between Drew Street and Sunset Point Road, however a six-lane facility is recommended for system continuity. 4. Sunset Point Road - Union -- This section is known as Douglas Avenue, and is currently a two-lane road. PATS long-range 56 ,?.•x, •#,t,.. t}', .rf" tea: t. - " a F'.... . EJ ,;5••:,, t'.?,. 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S .YS' sy , +??n?L:J.,,, ?r,•J'4 c: `I° i??•'! . r :.: i. '.,la,.,. •?!•'>'`?.? fv.. ;, .S1 e: C? tiN 4,Rs. ?.?.?:.ti 2i. r^?i V• ,Ji,,,; ••;''t.•G:' `'' ?,t. r!?• "5..;1x..1..; !':t E..v:wl.i°.,. ;.?; i-h+[.IiSy;:„?,f, 3,-s ?' r, •Si.'iCr ..F l.. :.i'-i,;:.rry^ F:.i -.l :. ':l, «jx ;.i'-,?.^ ,a.,. .,r°_'?;,,,+,. .1'"h6 ;7 ;'%'i. iG:? ?•'r Y .ti?: projections indicate a need to expand Douglas to a six-lane arterial, to carry a projected 41,100 vehicles per day. Right of way is insufficient to allow widening without some acquisition. Hi bland Avenue 1. Belleair Road to Main Street -- While the existing two-lane facil- ity serves.16,800 VPD in a 100' ROW corridor, projected volumes of 18,600 - 28,200 indicate a four-lane divided facility is iustified. The 100' ROW is sufficient, Keene Road ' 4. 1. Virginia Street to Sunset Point Road -- The two-lane facility with i 100' ROW will be subjected to year 2000 volumes of 17;700 VPD. A four-lane divided facility is justified. Some sections of ROW must r6 be increased to 100'. PATS indicates that the ultimate extension of Keene Road north to Nebraska Avenue along the C.R. 1 alignment' ,E is an integral part of the total network upgrading. This is an ? important north/south arterial, therefore a divided roadway is Y required. For the missing link north and south of Main Street, new construction is needed. 2. Sunset Point Road to Drew -- The Keene Road corridor is known as k s? Weber Avenue in this section. Right-of-way needs to be acquired to complete this link. With projected volumes of 21,300 VPD, a i four-lane divided facility is justified. •. i 3. Drew Street to Gulf-to-Bay Boulevard -- This two-lane section with k 60l ROW is presently discontinuous due to the presence of a lake which bisects the right-of-way in a residential area. With pro- jected corridor volumes of 21,300 VPD, a four-lane divided facility is suggested. Design considerations will probably result in , r 57 i w, ". •"'*;!•hr• .? 'tsk :,y ;w •. 5.. _5 ;•}kv 'i'ii..; y.gty{..?? k :,r'.a.k''s?+Fj?Yt,.., ?. rr ;ro,; ?kr;.r.. _,?.Sr.4 ...?;. ^a ar;r? ^-e-?v :4A :: 'r?.• r ..__. .. _.. _. ,fi ..,.. . ., s 1. ?- - ?i?i. s.. .. ... ?sil?i31+ .._ - .,.. .. >. ... .. a .?i• - ... ssa i_r .• ? x ..l t<. ai:.r .. s'a' ?. tr? division of the north and sout h directional flows diverting them around the lake. 4. Gulf-to-Bay to Belleair Road - - This, is a four- lane facility between Gulf-to-Bay and Druid; with five lanes between Druid and 0-i Belleair in 60-80' ROW. With projected volumes of 26-28,000 VPD, 7 this ROW and roadway Width is sufficient but m4rginal. Belcher Road Ell 1. Curlew Creek to Main Street -- This two-lane facility is in- dicated by the PATS network volume to serve 6,200 VPD, indicating N that the current facility will be sufficient. However, the model is retesting this roadway for diversion from U.S. 19, which may ' result in an increase in projected volumes. 0 2. Main Street to Sunset Point Road -- This two-lane section with 60-80' ROW is projected to serve 18,000 VPD. For these volumes, a four-Lane divided facility is required; therefore, 'the ROW is insufficient. 3. Sunset Point Road to Belleair -- This existing four-lane roadway 1 ' P serves 17,200 - 20,400 VPD, with and 100 ROW between 80 . ro- jected volumes of 20,200 - 28,800 VPD indicate that this four- lane facility will be marginally sufficient. N.B. Coachman Road r 1. Drew Street to McMullen Booth -- Current traffic counts indicate that this facility served an average of 20,400 VPD in 1978. This, two-lane facility with 66' - 100' ROW is projected to serve 26,500 VPD, west of U.S. 19 and 23,500 VPD east of U.S. 19 in 2000. 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Y C?Fi !• ? ?. i i" a '; }; _ / {{ s,."."- 1 ?:6 ii.E ?! t i ?G ;.?-,: :ths .•v 4? ,? j?? ? a't ? , 1 F.:• .? e„ . ? ??; : ?4, r .., y,S1' . ? 4C"= .?. Y r3?'SJ ,?' S1?;tr? s'?°• `'J y dl??{' ,,.?:s .r3 ?'r 1.:tF?* "?i. ' i` :.iJ h.t '},t ;`x •:.... Y; p?`r d,? ..?,i ;,. f a?,4y? lti,-! '?! X y.-. ?c. }'! r. ,'a'? '. ?; ?zl ,t: ':'. t', 5 ••F e.,...;.^v x nY k'S' ,t7t .'r?' .?'..?a ?? F;,•l :Tl:^„is .,f yip '4'?f .t.• .i,`,'•-`fir'" i':,, e,,a .r, .', ?' tS'wi :i: t. ?.,.s 'r"c E ??,??:.i; ;r?? ri " ? i' ..e, '.rt::'''?'';'' ?'' .cF' ?'".r"`:v - . a?'.'r3,?S?.,„r•'.?'' ? ti;nt}..:gal ,? .. y;;} ri ({: :r ° ",I. ? ,vb-J:•' ' ?a ". '}'c;il,t.a. , . t ,t. ? uitLw.<:° I '? Ct r, C,,•i?' •' .1. '?r:r .i:: ,???.: ,{'.?;, r',-„",.•?• ,k• R?ri', p '^-?. ,r,a r.f dr;;y-"`t• { ?7':`l.J. ,' ?"' ''.k'', :;? ? , .c°` 4 ?S ••¢:;r; t ?il;:.? ;r,-SS {ip },f l ;i.3'.- r,' "r•'' .,: :,,,•.. ,¢s,^t;`?Yi&'tjtF;. P ? 'J.N` ?i:+ ' ?? i.1 d• ;;?;j'ra ?? t?,` :., :'r't . ?;,r.. ?'< ?J:.,', .{: ,• , t 1` i • s r•,'- i' ;;?? ^kh',?' ?S•,"':-?Y'F ? , '?= r'?•,,55???.?t'rs'.",'??=.'41;: :i•?,'` ;?,: '"??? :;,fa.,r, „ra?• ..' }i, ;t:i`?.?+?; ?'??'9?{(,;rr?:l,d?4r,?a9s?•-.4 C '+-1 ,?1 ?.fe,:.? r•?r '?i a+ ?•Y :45?;-i"'.F wi r..x3 :''?'s', ;rr ,.,,it y>:s?;';f '{>? ., .: ;,y,:. i'i,?.::: 'S:?r ?I,?'l ,?f. t rw's.!'' 'i?S?;"3_ ?'?:wa i??:. rE,f c' s'.t iF?`r?'?'y?•i7 P ?'i?. -.1. ? sy° ? ? 4 ??Ma` ?4???i?'??eT tr'i ?: •',k `??`?'... ,7=:!'ir,'? 1?`.r,<.. ?:e s',s.;??yrrs.?°a _ ? 1', r ,< 1 ._ •.,t ':, l.` •+`?.?.`I - - t'1. $ t..s- r.F?'hr.t2:?s.: ? r7, required between Drew Street and McMullen Booth Road. ROSY is insufficient in the 66' sections. Countryside Boulevard . 1. Belcher Road to S.R. 580 -- This four-lane divided facility with 100' + ROW served only 1,800 VPD in 1974 but is projected to carry ? $ 193700 - 37,800 VPD in 2000. This is due to diversion from the Belcher Road Corridor and this roadways function as an access road for j Countrynidp Hall. The present roadway will not be sufficient to accommodate these volumes; projections indicate that a six-lane facility will be needed in the section between U.S. 19 and S.R. 580. McMullen Booth' Road 1. Curlew Creek to S.R. 580 -- This existing four-lane facility with 100' ROW is projected to serve 20,700 VPD. The facility is, there- fore, sufficient. 2. Main Street to Gulf-to-Bay Boulevard -- While the existing two- lane facility with 100' ROSY serves 7,800 - 9,200 VPD, projected volumes are in the range of 26,600 - 53,000 VPD. A four-lane divided facility is required north of N.E. Coachman Road, with a six-lane facility needed south of N.B. Coachman. Commercial 'development should be controlled along both sides of the roadway. These recommendations are subject to further investigation by PATS regarding the impact of U.S. 19 diversionary traffic and a new Bay crossing. Main Street (S._R. 580) 1. Douglas Avenue to U.S. 19 -- This two-lane section is predomi- nately in the county and is expected to serve 36,300 VPD near U.S. 19. Improvement to a six-lane facility is warranted. 59 I. z tt?'4;"'at; i??va«F•;?y»:+,"r?i ??w rdti •. ?...,d-?v, :rr •.?y.???m+•r ?- .?, ,.: •,?y7[• z'nc.?+TtT1`w?"t,.:s?,?n:a •_.•ros<+rr ?il,.r•?•...; .w.` ... - ., ?:,.y? ... r.}? Ell 2. U.S. I.9'to McMullen Booth -- This existing two-lane section r c tl 9 30'1 - 15 700 VPD ur en y serves , , near Countryside Boulevard and McMullen Booth. This is an important link to future city ,development in the Countryside area. To accommodate the pro- jected volumes of 29,300 - 36,100 VPD, 120' ROW is necessary, yp A six-lane divided facility within 120' ROW is recommended. Belleair Road (CR.116) P 1. U.S. 19A to U.S. 19 -- This two-lane facility with 80' ROSY and -1 projected year 2000 volumes of 24,500 - 34,700 VPD will not provide sufficient service. A six-lane divided facility with a LOS C Ell of 36,000 would be adequate to carry projected volumes. Due to the scenic beauty of the link between Belcher Road and U.S. 19, 21 alternatives to the current corridor alignment should be sought. M COLLECTORS The north/south corridors are discussed first. Greenwood Avenue ] B ll i R d 51, .. e ea r oa to Fairmont Street -- This existing two-lane road with 60' ROW is projected to serve 6,700 - 11,800 VPD, with volumes in excess of 10,000 between Drew Street and Fairmont 'r Street. The section between Belleair and Cleveland ifould just slightly exceed LOS C capacity as a two-lane facility with volumes ranging from 6,700 to 7,800, so the existing two-lane b facility and LOS are considered sufficient. From Cleveland Street north, volumes approach LOS C indications for a four-lane divided 60 .. h w...f l+,, <? N sN: !S Irl :a+ri^]}t 5' i ? ': •::il " . .le.,h .t S! " . ?..^ ? t J'.;a? !.. !Y••!•; fee ;•t!fsn>,`,a.?,,,,r?,,,•,r..q,,.,.g5{e)3 ?f??:°ri' .f?,w,',[,".'Tf, "e'e f?•?: r•t'?:^t?,??.•'t. Kti;.. ?!?!!"Sf'?fs'?f'.; •°t.. x?"?;5.'?; f .. ,?? t?'s- F} ,?t4 ? '?:.'.ti. !? -% ` .as• w,Y, ,?sa .}^' :a: 'fS` ° r" 4.i'.'.•'x: 1`?E.._ .r rt. Pa' ?y. -!•y?il ?:'k ?i ?:l•• :1• ?v4 :4??iP. 'ai'.S e• .f .l" •'f:.;.r_..`p.'«f `?'..1y.?; lk,? ,. ?''t: fi?.:?. S. >yc?v =.f_1;: .. ?, '^?g, .'?:: •cf.'?'t? :+i .? ..i ?''?'' <:c?,3; - ,".. :•t •i ? >•3. r T" P; ?. :.?'.x?•'FYi n:r'.,;,'{. ;'?. .sue •ia'• ;:, ;i.-:,,,,: r:'tl? ta.,'e,-.°l:'. .'i:?" ':r=?:«ri?.,.y... ,.f ;, ?? :?"? :,i. yi I.dr; ¢j'? f :3.'?.r'd.i .h ?:'a: ?.Fs.E, •;o..yf `••t, t . ¢ _ •: ,';'_ .tl>y n,'? z.''k. ?r<:r _ 3 v '.? { •t., ? sf:.. 't.': ?'t ?r?;-,, s. ,'s ,'..j:'?!e'?;; :T.: •` .:?.i.. °., ?.tiv ,.i,i-,, t`?4.e.+? Y ? ?'t;,+'?i4 ?'•fT?'c:t i•?'' te=%',?Er ,s=? 'it:{,,;3,:,0."` YY '4{;.',f, srs':rn,?.:.-`?'. :s:,i1i?A„'"•: ??'f,ir' •'xA ;?.::',;t,f;;,..p }e, r •r.J<-:Y= ?..e f } •T?iti1 (' ?' .•4: .'r Ci, r.? 1 ? a!-P'`•: - o• , 71;?:'?'`{x•tk?f: y,. .C ?..., :=y`! 3a l•? »?l. ?.?'r ..' ?yt.,,[ a .lb ,.4x5:; S.lf .x..-«I ;j•l'My'?'i?la 2F?fi?•Pt, .s}5"?` ?:r'?, _,?•? ??. 3r_ •,1. :7e '?t: ? .!1 ;'s1.4'*l;if: eS:?':?"+?t` ..lr ..,tp3,<,d.v.-n' ,rS.:J >-: ti .:L.,.?;r S 4fi ' ?i'z» 't•'?',, ?:Ka ?a,':d' =o*r ;;?• 'i?,:. ?:'' ,, ', ? ?f,.. ,.i• ? ti? ? " f?:; rtn .sT `,? ?:.4:::s3 d¢'t;? •-j t 't:• .a .:r F.. ..?. ???x V? i•'{',i, 41,.•. r.;• :.?; f??'=t'` .:'bt ';tt?, •'n ?'f`:•.?- :;E; .:by?..'Z??iJ? '?• ;t .,',?} e? 'Y,y .?,?• 'A.av yw ..1?. `.4i ?ha1r1P°,7.`l `i`.%r .?";:A'?? :rr.k, ..,?„ ,s . .p, .: ;...•' S ,,}': r;?:;t: ? ?'. , " :F.L.L'S'.'• S.L^. rr..£t iia afx pvyyu, ? , .? ,5 A. .e..L,f?• < =l? ?1i_ _ j.;e ";t Y,?., .i'. s .s '^, "°. .. .'{I};? 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'y"}i f§ T •,A': !. •+i 5 P cw,? ?? 3' a i' •':.-? 3 F?.a?'.t• r.'i•, ?? ? . ?ty?¢ .?-fi ??'i`''?? =.., sa?%t ?i'ij.rs?kf?i?,t?.rs??'. :?s?.'. F?2,, ?.?, •?,a 't. •ifg ?:{,f r'?!"vl tt ?' ?. ft,G .?? ::.i, 4e`'a` ;!•!'•:. `:y ,.:s. ... s? •. ?? Yv"s+..: r?',§ r ??• y? ! 1 adFk'':-? .*,,.?.:? "frs,. A'?4'?.t,:. ri xS tr$','s?•'S+1 :'S ra a, e' it a. y • - ; ?.• .)'• ''4' .. '''e''. .?, .»t< , tl.,E }.14r',.ra' `z 1"l:.?r; "??(?' ? f $d.i ?=' f? , :i?. `"? ,? }' !. .s.:5,..a ,:o.. :: t..`s°'.s:il•, hF,'{'....e•`... 4. nFrsr,.d5'.. ;s'`.fi,,??-, x'_r,::fb" `??;:T'",4., s?%'I 1:S??.?£'?Y?<t.aa .?:ri`???'?r>s'?'ap?'` ?i;i '>1 ° ?? f ,' ,.'• :. j•. ..• ' r•z .. tip;,:^:i ``'?^:,1'; !'?•, :;a :??' '??il?¢":?el•?"' i?.'F•A..•yF•.ry l.i. s.tlr... f,.l-}:'r`???1k'jNe??51.?`r?. )?atYS •?°.,'.•'?',)`°a"=:ck.??'}y24 kr»t•j? q1,p::i?it:.r:.,4;i•. j??y?i;c•t'..,i'? ?4? .'3,?I€'?'?' ! . ?.y'•,i..?i F?f av`}1 ?.,`sl: ;!4''`:r?. '. :.. • 1:4R4r:??? ..,,]]yybb''; ¢,?`?:;'_ .; 1'".: ' L!F' -'37th ?' ,1.'? , [?,'`'' A .?„Yr????A:f? •.li?,i.l': t?c1S`t•/,{. A. r`?r. i.'` `?'.Ty 6`:'i.! ''455''?•i'r.?: V .I``5',. _ .,e,, •'tiz?. ?,?1,F;?-:iii'' - s.?rt?? r't"?a4..".. ??,Hy¢?, .,yp`,!Y „`y ,... ; ,3i'`'= ..;;a , ,.y(i?a?r•Fd. ?'y ri?-,,'a5tL;1S7't??e :.i'-,4".y•'.si•fj•w': :.;?'r:`•.s;?-•'Sq?,,;.'y?l',.?5";rt?Et? {}}y'f•?,?,?:;????'?,?c'.: tl:° '{^'.,,rr?.'iti?;::,,??'1{?i<S;'.'}v. .'„q;a?:C ;?? i+,(,r?d; `.,?'9w4tn?ir, 7?"1 :Y•, '?x.',.?'fi!'.l.'!tS" '4,eti.??: :i F.?.:. ::a `:?a. It: is •,3'yE '.?4' s ? 'I.?1 .'?.?•;1 F1 ?'(?°-.?'•?l ,`f '.Z','f'Ni "n.'", `!.??•+ .?Trrc :.1 ?': V' }rv: 4i'nl. t'?tl': `*a7 .... ti'+. .. . 'X C¢ii'.4-...°J°.i:;. ,):. w.'iS'4 Sri d• 5?ar= .'i?:::wr3Z`r`;"' ;;t`r?`:5?. ? ??s:y •, Sr ?,f,?y`e •IS =re ?Sl`t v9a I .::l:? roadway. This link is being retested to determine the effect of extending Missouri Avenue. Hercules 1. Nursery Road to Druid Road -- This two-lane section is classified as a collector street and two lanes are sufficient for projected volumes of 7,000 VPD. 2. Druid Road to Drew Street -- This four-lane section is estimated to serve 11,000 VPD in the year 2000 for which the existing facility is sufficient; 80' ROW is sufficient. 3. Drew Street to Sunset Point Road -- This section consists of four lanes north to Sunset Point Road. Estimated volumes range from 7,000 to 11,000 VPD and existing and constructed facilities are con- sidered sufficient. This road segment carries a significant amount of truck traffic, which reduces its effective 'apacity. 4. Sunset Point Road to Belcher Road -- This two-lane facility with estimated volumes of 7,000 VPD should be sufficient; 80' ROW is sufficient. Bayshore Boulevard 1. Gulf-to-Bay to Sunset Point Road -- This existing two-lane road- way with 60' ROW is projected to serve 6,300 - 7,000 VPD in the year 2000. This facility is sufficient. Due to the scenic nature of this roadway and alignment, roadside development should be controlled. Landmark Drive 1. Curlew Creek Road to Gulf-to-Bay -- This roadway is planned as a collector street for new residential subdivisions to be developed in this high-growth area of the City. Future PATS analysis will' 61 G IA . L! provide traffic projections, but a prel?minary determi.nr.ion of four-lane divided roadway would provide continuity with the northern portion. Eighty feet of ROW are reserved for this purpose and are sufficient for the proposed thoroughfare. East/west corridors are discussed in the following section; Lakeview Road 1. Ft. Harrison to U.S. 19 -- This section is an existing two-lane facility with 80' ROW deficient in some sections. Currently, it serves 9,500 VPD near Greenwood Avenue. Traffic projections call for volumes ranging from 4,400 east of Keene Road to 13,300 east f F ' o t. Harrison. Projected volumes west of Highland Avenue are significantly higher (at 8,800 - 13,300 VPD) than those east of Highland Avenue. This is due, however, to the fact that PATS left out the missing section between Hercules and Belcher, although 8,300 VPD were assigned to Harn Boulevar d (Lakeview extended) between U.S. 19 and Belcher. This may a ccount for the high vol- umes projected for Belleair Road in the year 2000. Assignments should be made with this missing link in to verify the diversionary effect. The.projected volumes as currently available indicate that a two-lane facility east of Highland Avenue is sufficient; however, between Ft. Harrison and Highland, a four-lane facility is war- Major inter-connection with U.S. 19 is not recommended but it would.be preferable to have Lakeview a continuous street; soils tests should be performed to confirm the feasibility and construction costs associated with completing missing link between Hercules Avenue and Belcher Road. 62 Ff 0. a ? 11K?++??;?'?x"',rer..w?k?h'V?!r??}'PU ?'f .e.f ).?.?.tY1i"?; 1. -y.i -.;?•dr.e'F?^,;Y r'er?4, a-?'lRj 'f^T j!F?Y.. w[^t:`.z!?±c.•,?k:1?4l r?hro. ??,.,.w...,.+.:.?,,. .?. ?.rw,t.r?.,.?P ,. ?C? ,l?r.?y?'.4 .. ?t ?1J 'r'?'f'?:?^8 ?K'r"E?+"?"?; h.,+.?, r:y =: ,•vJ, ,'•S,-K rr;?rn•?: .:.rr:'„?{r• -ae - .,"?hv!?t' :.#f?t->:az?t Fr'n•'?,.,y?•: F'.-••;-?„na,.,e:<>,.4.. .. :'''' .. 1 rat; °1?i?•c`si'4.<ha+v;',.;, n, :.?, :?*..' ?•, .,?F s? ?: i,'.!• .:? ? ?,'ES;I .?? `? R ??f 1- vyir „1' y r ':5:? r.e' I, i,ly c;•'};, .3',.- t ,??y,` i t{y?ir. 4y?'r,tr,.t+s(';,`. ., a. 4; `s°....<':µ'?n."?•-° a,. 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''ti'? 4f•'./t`.,?Yyr, r. ?i",?.1y. „r a•^'.z'A._n• .y, t,:y ?ri tyy t:tr{`.c. .•,?'. ;.t:•-si rrr6t! t;< ;,r ",'{.."..' ,:i'v' _ ,.'r;.y:` !i• .itir i., t. ,ry'? L' t ?,?. d';?', a ,r:Y 'r'r--,'';,.5 , • F I: ? .•?. 5 ' J 4rt=s.: '?l; ? ;i'c ,i?'y`r:?<<?' '??'".''r}??:,, ??r' f };;;.,{?s, ?.?.I??t.'.w:`.fa 4`?,.?cli, 'r? V? , t,,,.:_'? .?'}?; '..'r •??a"y .,}: •,. 'r?'',' : Et::? ?i?x:?j?' .'-7? 1. i ?I•'?r.i% f'4':'"" ,3;, :`,±:?,GF ?v?'" ?.??r'.?: `•i ?:'•??::'?' ?r ?'t. 33--?? ;.?'r.c,?.,kt'?4''a.4 ::?^? i't t;?,' ,y.,' y.°•-:.. '??.s., a F:• a, rb'gu};iy'1 '?{. f;..',r :. st:. ,.t ., f=•i.: {,- .icY? :::s5' Y „?' ;'p:?iFr r?"' 2.,%s j: r.- 'ftyy'?!'-•,c. •?,"r .w ffr "••??..`r"C, ??.r i'1,h' i.s'y; ?,. "??:,:,..i ? Y: f:? ...ri. 't?. ,?ry?:??'.}k•?{?i,r.rr't:,q.1 r• ???ipt? ?A,r`t ', 11,?4?'?i ti-}sF ?: r. `?`.? "•li yi:"?='1°? ;: f'. ,}.'.. •. 'i I:" ty t. .'??..-7?'S?Y,t4?:,:?J°J '?}'-^?`;st???.ri ';3?5'.t;.( ?i°x'.'?:.}.,^F?i!LYr?=?'4S?tir.. •!?ii:;.,,,. .. ..F.i'?`':?'.:,?.:'-... .:)rt:? t.,;fi,??:?.;.•. ?? ?•? k?: ??. Druid Rnnd 1. Ft. Harrison to U.S. 19 -- Like Lakeview, the PATS network was run without the uncompleted section of Druid east of Belcher. This accounted for projected volumes ranging from 12,900 to 13,700 VPD in the year 2000. These volumes warrant construction of a four-lane facility in this corridor. The effect of adding the Belcher Rd.-U.S. .9 link to Druid should be tested by PATS, although its merit as a more important east/west arterial is subject to intersection problems at U.S. 19. Its classification to a major collector street may be warranted, not with major interconnection with U:S. 19, but as,a continuous roadway. PATS is currently testing Druid Road as a four-lane divided arterial with a service road connector to U.S. 19 at its east end and a four-lane undivided section from Missouri Avenue to Fort Harrison, with a final recommendation to be based on such tests. This would provide an alternative to SR 60 for east-west travel. Projected traffic will indicate the need for at least a four-lane undivided facility. Palmetto 1. Ft. Harrison to Highland Avenue -- This corridor, as with Lakeview and Druid,was considered complete, but its PATS year 2000 assign- ment of 4,400 - 8,100 VPD reflects termination at Highland. Palmetto could be connected with Airport Drive via Keene Road so Palmetto would extend all the way to NE Coachman via Marilyn Street. The impact of adding these missing links to the PATS network should be evaluated, particularly with respect to volumes diverted from Drew 63 ,???Jrs.""r,.,rFfmt?nri.rr`7,+«Y.w,v .-V,[-t'+•t.`• 3. .Y'°w"tar+.; r, •F:R'", rx: .p;.t?. ?.y.. <, t«•y.`f a'`:- <'"4".q nY,mtArWV..,.Sr sz d.r akr..T+r,y„.?.."', 't2a,•...:«b >.:F: ., °• '. f.a<f . ? w tr. i#! ?'•'?3~'fi°: ':i'7?`" `?'+:' -t' 's'F y. ,;.,ti i, - ??;,.,. •:. 'ss: ?`Ft ??s..:. !ph ,r Inc: Y =`'1.:JYy,Y ,l .' s: •f 7 °. LL' ` . ? s ' , c .r. t . , C' },rl .. 3-,bs?. • ,y . :t. Ya ?,:r 4 ,4 1 w'4 u, Rid, i ,S? ir' - .?• r ?A.. ?j {.:. ]v S: .rr:" r'r. .. `••it• :•y4 ,r4,'.' •? ::1:'?•,•w ''' •`r:: °i,... t "5:: ;' •<j:' l '7 '{+1 1:?% .n°''-.+"1 h..a«:-. w.G-•3 :J. 1:•.. ..4{ :PyYa ..t _ -7 _ ,.I ".: ''t'-t1 w,.{. ??i'.?.:'.,?: 5, c? r T". , 7- ?'? , are-'+.t4s ?'e' :?i". 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Ott .. : iI. ?: Pt :.S ?E':..'!.-•{' ?, S'3 IZ. {, 4' '-1': •..9 ?v!r _ Tb a 1?i6'i 3ui.h O Street. Another alternative will be presented to the City should the Clearwater Executive Airport be closed during the time horizon of the plan. Then Palmetto could be connected through the airport property. The future of the airport is .discussed in the Airport and Marina Element of the Comprehensive Plan . As the projected volumes are now estimated, however, this section of Palmetto is sufficient as a two-'lane facility, al- though thr. portion between Betty Lane and Highland would operate more efficiently as a four-lane undivided facility. Beltrees [Option for Testingl -The effect of extending Beltrees Street west to intersect with B l Che e r could be tested by PATS by adding it to the network and providing for the missing link between Patricia Avenue and Keene Road. This section, however, is entirely outside city jurisdiction. Betty Lane 1. Douglas Avenue to Cleveland Street -- This section is currently .. two lanes with the section between Drew and Cleveland Streets 3x offset and less utilized than the northern section. PATS projec- tions-indicate volumes ranging from 5,500 to 7,900, slightly in excess of the two-lane LOS C capacity. While an alternative exists to the north to extend Betty Lare straight to intersect with existing Betty Lane and Milwaukee Avenue in Dunedin, the easier course of action is to leave Betty Lane connected with Douglas Avenue which is partially under City control. The Douglas/Highland Avenue year 2000 projections are not high enough to require a parallel relief road like Betty Lane. -Completion of 64 ,t'r '.r> ..,:-r• .( - a.-i .::'? ."!' .'•°, n•aa:, . V•wr? ' 1 -i ,r, t, -', ty .•t rw•?: .a+vs.w!` kn• , r,t "t,: ,'F:4'Sr 3, ^!S -°„{`P?s,•r..• x.r' a' y, f=. "Lr?s ?rtt;':';...r rx7•a:'n v.rv, a ,<,v '. ?'C.+ •`1a?P?'r': }s: y.. 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L ;L.; 'i ,'t a4,• r .i3c1•. 7 ,4T May a` r,,•... s4 ? tir'»'•..'..,. ?•_ .>,1;:: :.77,4.1 r;?' "-r: : st°1,? `"£•' , F c1 .'r?:-•=';7' .w. =i"'..re..r..,;r„'5.:;:Yr??? ?'+. -e l (f,J f7N , the connecting link between Sandy Lane and Sunset Point Road should be considered. Gulf Boulevard (Sand Key) The section between the toll bridge and the south city limits of Clearwater is subject to condominium and limited commercial develop- meet. With projected traffic of 11,000 VPD, a four-lane undivided facility is warranted due to the lack of roadside entrance possibil- ities and through traffic volumes. It should be noted that upon developm4nt of the county-owned property (designated for a major park) on the north tip of the island, peal: hour congestion will be expected to develop. Congestion on peak days is already a problem when traffi- movements conflict with operation of the toll bridge. SCENIC CORRIDORS In October 1977, the Clearwater City Co;amission designated the following roads as scenic corridors: Belcher Road, McMullen-Booth Road, Bayshore Boulevard, the portion of Northeast Coachman Road between Belcher Road and U.S. 19, Courtney Campbell Causeway, Gulf Boulevard (Sand Key), Edgewater.Drive, Curlew Road, and Memorial Causeway. The purpose of the designation was to encourage beauti- fication projects, and to discourage improvements to the roads or land adjacent to the roads which would be incompatible with the scenic corridor designation. The scenic corridor designation generally allows for increases in thoroughfare capacity to eliminate or alleviate congestion. The key to scenic corridor implementation is restriction of incompatible 6S r# I s. land uses. Commercial or other non-residential uses will be permitted only in conformance with the comprehensive land use plan. Generally, these uses are confined to nodal points along the roadway. Other use controls being considered are increased landscaping and setback re- quirements along scenic corridors. ,k The recommended improvements are summarized in Table 4. iiMy,1. ® Im Em s= = ? ® CEO U".F' ® F,.R EM ® ? ® ® GEM I TAIIIA: 4. 911 11MAltl• nV TI10u011641VAlilt. II•I PROV11fllllirr ANAuslis IImpruvo- ., 211110 Venr Inrnl HXI 'Lill 41 - -?" ' ' - ' --- - lines ileseripi loll i?iwr ?_ ._ `A 1?i1f Vnltuenx l I^til IC jlla:i I 72r1i Z itmmenrc ? ' 1 Us 1o 4 divided 34,0110-%4,lUU Imi, 100,111111-11if.Him h dIvidvd ZHU, projrrtimis lacy 64- 4-a.•„s- ' {pliuilnuut! live. lliv4-l•sl11sr Ill Belchor IlositrrJ s!fill lfic:ult, rspevfill ly 1I' ' Ilcces5 Day cl'nsslnlt is not huill. Possilrlr Inlurcll:nll;rs cull ` includo Hclcltar/CuunlryvlJq NI! t;nmcllrrln, 04-11c1111', anll sUntirt faint U,l. • ? ? ? MA.Ilili 'l'IlOli- OIIf111rA111?.?, z slt 611, - l?lclrloi'i'51 S6nrt rnal;4- - tllq,roVr elite- cnu-a-may A divided 38,1410-18,7011 3fill, * 4:,flon 6 divided fall', ul•I IZ:11 inn All I11'0+114411rr1 tacvc>Irrnd to illl•runti4-'calin- i city in r11ua4-ctiun 6il4 IAll circulation rlr$III:v lout rtiltl;r - I'A'rs I'llasr I ! ' - will culltaill I11 doillIl ' ,„ cnlisrlray cnpneity 414-1 icit•n- rius :imi ut-4-d ror traffic r InannI-,(!" `111 1111111. Nr`o I,1 hill. ? •. . ,rill ))rrulml,ly b4- 11tx deit h4-- : ' . fore 24100. •r .; -.: rnl? Scctin11 4 undivided 22,300 611' 10,7110-16,81H1 4 divid4-d 641' Lin111r11 iu,prnvrln,+n1.% of in loll' tersvetions. 11orAlls1v I4-- ' rnutin?; or ;.11. 1,l? to crv;alo ptldrvt rims uwl I . T' :fir 67 ' ERR ' SEE HENN ® Tt Mm © zM =Z, 111, C:3 Ewald C14 MY EVE EMMM 'I'AULlt 4 , M MNAItY OF WHIRIMIMIPA11H INI'RnYHAiVNT ANALYSHN 1. . Impt'ovr- 20110 Yvnr menl 'llxI It Iit ` Pro Jeclpit 1'htsrnu]!61nrr It1lt:11111lertdatina. No.._ 1lancription twn rii Vuiumrs - HIRhlrsnd Lo "S 19 6 divided 311,n110-4D,nnn Ion' 4!1,x,{}Il-?i1M,ti11U 6 divided inn, ]n,oCrlcit•nl at LOIN Q up- grading of parallel Incl- lity orcrssary. 3 - IM 19 to 06 tut- zo nn-2n,non inn, 36,7110 6 divided WHO lygmdr" rr6m NO IN Blvd. Rnyshorr divided C,ourtlley 4 un- Campbeii' divided Vgnseway COURT/ClIHSTNUT i'lerce/brew 4 undi- '., to Ilighland vided 2-3 inns ' colte way - 1.LLVIII.AND I; till- divided •S,li, 61i to 4 DREW - Ft. Ilarrlsun 4 tm • to NU Conch- divided .. % Iran 111, 6110 fi .4 (in 13,2no-24,5nn inn, S2,5nn 111,7011-]6,111111 13,1100 1111' "23,01111-24,31111 S.Irt. Ilnrrisna to Cnusr+mny 10,2011 (In to I:rtusvwny. I10f now rp- quirvs 12u' or NO A r nppra+lin]! I.n 6 1.11, 4 divided IOU, surricirnl 4 divided Intarxrt•Iin" improvemrnl•: 2-3 Inner mny he nvrdvd in vlrioily one wny or Kornai and C"urlhoumr, 4 Int- Termiaatr at Nt•Ichor. 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Description _ vulonnrx QAY.tit ITijlliinY' ._ . lll)W-.^---T.ommenl 5. - NI: ro0c111nnn 2 In111?n 1!1,!1011 Nils 2S, still I Jiuidud NII' INgi Jul ICiI•nl 1'411' till- to US 19 lkli IcIeptt t!radinl;. rro1M 1tI?,'k01cy 1 q 11S I'J lie IN 19 In 2-tulle - 111441 31,01111 4 divillyd 1tillt Lnnglr11e1 mixyinl; lint, III- fill ittlyshan> IIICnnlpl0r0 twe011 1illinII10of atilt 1, 1A,1111111'n IluOlevnrd llooth to 4-1111110 lnolivide.l I-Illue 144111- (Hw); +glgrn.10 rrow till 19 Ntrynhurr 111 FIcA11111011 lionth la d diviJnd (till) sell wi, voiar 7 - Att. I9 - 2 mites - Illltl 211,9110 4 it lAt IAle At Itill ' ttltP. rltJe In 4-I:Ine devised; IliNhlund no IV aid, fIcIall t HOW lh'ricIcolt In Ides 11.I'll flarrl"Jill noel cull. to New Yuri. Avelllla A - 111gh1 nnAt 2 Imles 14,01011-18,0110 1011, 18,51111 d divided I11011 ilpltrude to 4-I;uur divided, FICAOlo!n- prnjectr/l V01111"es clay Ile 41011th 1 I Ilw. 9 - 1401111len- 2 1nuc5 1nll' 21,700 4 dividvil 11111' Ilpyrnda t,0 4-1u11c divided. 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'twr .. .,' y a ' °i'. 3' ;1 r=s , ?. "h?? 'IS+: .y .r ?-f ?,k .4r« : 1: °3?.st 51. •? t .7'SY, 1? ;V??,?; 1. ..1 i 14'.;:i='i,r'. i'l i.'? ! -I•i Nf•"' ?:. >4 '? F .L" ?.; i t it b L (; ? • f'?? . i z ` - .???r:£. s.?t' .y. t?iy ? ^y EE! r C ? YJ;-` ?a? . ,. f : .1 . . • . . , . , ,1 .. 3,. £ ,5 f . . . ,. !3 r .'7,..::.:. ••,t:.rF r,W. r2 s r_-:__ _`. _ _ _ _?l. ' , ...e;,.}.-. i :3 N'-•s° :r : v Ta _A..:3-TAF _ r4 , ?:? TATTLE 4 : SOMMARY OF T11O innC,III ARM: 11'li1HOVI:1•II..NT ANALYSES Improve- 2000 Year ment rxlstin Projected Thnro"myrnre %___ Roemmnaondat.initi No. 7 51+? VoWmrifAT- rr?Ew:Yy D scription n+ny T A M1 1,1, FIYIiTi.T: Colt t) 11 Lakeview to Nomad 7n' - Pnnce do Leon Rn' i:11CIiiPAE'lifi nil. N. Tt.Nnrrison 2 undivided 1R,non out to Sunset Pt. Inns 17,11ARRiSON yrt e a 2 undivided 15,400 fin' Prew to Lakeview Lakeview to itrllenir MISSOURI liei3calF to Court No, of Semi- nole, 4 un- d1vided So. of Seminole 4 un- 13,2110- 60'. divided 20,7110 4 un- 1R,nnn- An, divided 22, 311n fi un- divided 14,1100 ln0' 6 divided from Lnko- view to nellr<nir 7.0,Anli 4 dividrsi vtOri - 0uw deficiani in conviriwi cicut new 4-Innr Emdividosl. PATS IErrfor:s 4-Irmo divid- ed. Phase 11 In doir mina details. . 27,nnn 4 divided ncfi- RON drficiont; A tint' ricni divided drsirnhic. 16,200 4 un- 60' Hand and iDW f: flviout. divided III, ROD 4 uu- hn' Road tend unit s111,1IrioEEl. divided 10,Rnn 4 un- (ill' 0nad and Rnli :;url'ivieut. divided Nt1TR: Pt.llarrisvn and Myrr•lr can he runsidured futnt'e nnc-wny IEnir. 3h,4nn fi un- divided 1241' H"m defiCicnt; h-lanf' G dividod dividod dosirnhlu. 711 ? ? ? ? ? O D D D D C] D D p D ® ? ? ? ' fAIN•1: 4. slIMPIAltY n1= •1110141111GIII-Alin 1111'1100111?NT ANALYSIS I Plt ruvt: - 1111111 Ye n l• ' 1110111 h D i ls%I7st ill ? Alf?' -IM I t 111'11j1•11V11 ' Ihort111IIIfnr0 RVC11n11101d711 lolls -? -- -- - ' `"' _ u. escr it 1011 ; Volunvs I ATSZ Ff?ilwl? ? I131t 7ulmncut? 12 court to Ill-iw 2 1Aliv - 141(11 11,0110 A divided 111[I'Ik•- tMideo 1:11131.1 Ill Clovelaosl (at Ylrt' flcic„t 4-lane midividcd it, ItroviJr from cnnl.inuity Hirt, 11t1r111 11A - - (511111, t11 . I;irVrltlnd 13 llrcw-;;nrtsat 2 little - 4111 2[1,9011-3A,fl110 4 dlvidod 100 dc- AI ignmerlt 11veds Its lli- I'uint IG1ad ficie111 IWit ove41. Missing link 111C11141(.11 toy 11ATs fur Ivsllul: pln'po r,, 14 suusct 2 lane 641, 41,114111 4 divided 111431 dc- Poinl R$.- ficicnt 111111111 ' 111MILANII " 15 1a Tyr- 2 little ltt,lttu-19 ,3[14] 1(1411 Im,mill-281,2011 4 d1041e41 tilIl rrlda It) 11-Ianc d1YJ1Ie.d. Mnii1 lilt defleletlt elleept front ' Mllill 111 ta'ae1114N1 ?IIIINI: 2 lane - 10111 17.711[1 •I dlvldrd 1011, I1logr:Hln 111 4-111114' divldt-11, V1rj;1111it 111 tit fl'Iciunl 5111isot Po iit f- 1 7 'lilt. to Ilrew 3,31111 Hit l- 21.3110 4 divided 801-10111 11111,1ade lu 4-lane dividoil, # 1[4111 deflCienl a'o11811'11r1 ellltrl IIIi>s1111; "1' Iinh pull aItp0l', 1 71 ® ® ? D O ® !? O D D D C7 . D D D D C3? ? ? TARIM 4. SUMMARY Oil TIIOI11(It:III;AI(1t IMI'I((1YINEW ANAI.YSI:S improve 21100 Year nlnnt lilcistfu1; 1'rnjcated '1'hu rnnl;h{rlre flecanlmrndsltinnti ?Nri?. Ilcrlcri ltiott ? fTigllwa? __ ATII? _- ?2Z11T Velurnrv (PATS] Iflo ti?: Il(1T!'- - ` -lilrwmcul i - '? Ri_1 i'1fA ;IlitThN - - --- - ?? -- 211 Urat+-McMulle n 2 lano 211,41111 all, 23,5t11l-2h,5tla 4 di vi Jed Itcarmmend 4-11111v divided ' 0unt11 illtl' ' couN'rllYSl ill! Hill cIto r 4 1tl- I,HIHI 11)[11+ 1!1,71111-37,81111 A dlvkJed '+ I011 IE><panJtJ capacity aardcll, S.It. 58(1 viJcJ tI.S. 11.1 580. . McH111.T,11N utln'ru 21 (;urlnu- 4 1311 l?,500 1001 211,7110 A divided 1001de- Sufflci(,tlt !Edit divided ficloil t Main' to 2 lane 7„1110 1011' 2G,4f10-53,000 4 dividnil 11111, de- 1!111-1101- tll 4 11111r rilviJed Cuff-In» fl cloll t Nu. of N.L. Coachman ltd. Holy Willi le['1-turn rll:ularlkZ:l- t.i011 al a111 j41or i 11 I v 1' fli'C 111111.1 aril Caulrlll of nirv!;% Isis i111ti . A h-Jan1t fncilily IRnI ` - r III.V1100 lielkivull N.U. Coach- ".' .. nl:ul load GI11f-In-Ilny1 I1 IrI ill;c 11) 41901 Strut's is ZZ MAIN' Sit 58(1 Itvtchpt' 2, little IA, 51111-I(I,mm 1061 3h,30f1 G JivideJ 1111 Jt.`•• 111114.41dv I1r f1-111111• it Ividl•J. ` 1:Ily I.luiits I'iciuit t . ,1-:1 ? `• .. . ' 73 1 ' Y? `p?ir 'I'AIIIX 4. SIIMMARY OI + 'IHOR011141FAIIR 1MP1111vIEMN11. ANAI.1•,;I:S briprnvc- 2000 Yunr mcut It - xlstin L "`--` - Projected i'1u?rnn};hl'nrc 0rcctiurmr)tt-it inn:; NO lloxcrJ?ti on T LIIKny EFiI[tT n rl' _ _ ve l utnt s S'A_'l;F) Il i gliilily 2341, nil LLNAIIt • 231+ [fir 2 lane t1ymlo-12,6011 Sit, 24,5011-34,700 h divide) 1111' I1nt PATS to study :cllrriml it•i• U.S. 19 dl-ficient vorriunr it il!umrnls, Vi - frnrn Ft.. nal +?1 ilalalrt'1 !:IH?ttlll provid1• • 11arrismi to n imptatt` al'l•4'ti!: and pre- Ili .sot?ri wi.w. sevilic cnt-ridtlt•. KUM COLLECTORS GIt11IRMOOn " k licilenir- 2 laud 6.7110-11,R110 2 Iaiw% fill' -80, stsm oeit n:c 7. Icu?r, Ian I rmont ?'" ? IINItCllllt5 ?; Nursery- 2 inne - 60' 7,11410 2 1altrs Druid nruI(I - 4 un- 1,•.`""? Drew divided - R0' 11'111m 4 nn- divided Draw- V 1 lanes 11,700 110' 7-11,1111" 4 divided Sunset Pt., y Sun9ct 1't:- 2 lane 9's00 Rol 7,000 2 I+tncs ` llniun '. RAY SDORtt Gul C-to-Day 2 1a+?e 300-7,0{11) 2 Irene . S. R. SRR • 74 60' tiu1,171 11!ul. ns l lanr. I,nu . Ho Stir icIcut as .1 all' Sit ft'}vivitI us 4 1am- ter I- so,rrIcirnt ax 2 lank. l:Iettt hU' Sufl'icicul as 2 I+?ncsrrn Iv scct Icnt h on m m ®= = L = a = a 0 = = = m m 'PAIII.I: 4. SIIIWARY OF '1'll(11I1111011FAIII; IAIPIIIIVI!6II?N'1' ANAI.YSI!5 Ilullravu- 1.11110 Year moot I?241 x(ill 1+, ' I'rl+jectte,f 1'Iglrnngllf24 re 111+l'ullimt ndat 111114 Nu. Ilesci'ilitlall lii +hlta Vnllnms_SI'AI'SI RAW " LAKEVII-Rof ROAD !4 Nt. llarrinon- 2 lanes !1,51111 811' 8,811(1-13,3111) 4 lane !-11 fficient Illll;1724de to 4 luau. IIIghlalld III1;111241111 - Z Inlte - B(1' - 2 Iillle - 'Petit vui I!i OuL.1 III 19 . discon- lit, tress Ies , lit, teevil nv tiuunl's co-ti-effect it'o11us % of em"llICIIit t lIt!rtItIvs- i Itelchcr l nk. 11RII! fl x5 2 lava - 811 12,0110-13,71111 4 1124111- - I'o>TS Pic twit rk stool ltled Ilarri son- vldud Ilti 19 to IluIchur Ilit k: II.S. 19 " Itu24ralltn wish 11111, in. Ilajur comms.-vt Inn it) fill 111v ll.. 10 11,(1 ru, nlrnm tided hul rr11!:sinlt link is eocum- PATS ruti+st Inl; us h 1:1111• divided -it oust eud and d uudivi,leJ I"l'am Misti1111I- tn Porl 11:11 risa24. . I'ALMIETrq' . Nyrtlu - 2 1241124 4,4111M-8,100 l Lure toll' dori - I'A'Iti noesots 11, ulltillit d IiuAs liuune 1111. c14,itt Croton Keenu 111 110014.1'. lit it with link:, in. 75 n? , '1•A111.11 4. SUMMARY UI' 'I'I111R1111GII1-AIM IMI'I11M MUN'I' ANAI,Y,;I;ti Improve- 201111 Year went. Nxlsl.ing 11rnjrcll•d I'horo?l6hfaro Ilt•rnmmaodaliun:, No. }Iescr! tiou ITI ?liW, ry- [ll'I' VuI line [ t -f nrr snu- lllglilnnd (cont)" S1•clii111 belwrvn A1?Ily f..nn and Ili}hland let nlll lit nu1r1• 111:(:1'RIMS UNION • Ilcrctlles- •• U.S. 19 y 111i'f'I'Y I.ANif Ifonglas- 2 lane . ;".'Clevclaud .. GULF BLVD. ' 'toll Bridge 2 loon to (:l ty Llwi t. • ? ' , " • ?uii=_Ytitir..lils{n. .. 'roll Ilrltllte Hide 2 ;E; '. .. loMelnOrlnl lanOs Gnlrsa++ny 3,300 (101-80' 5,500-7,9011 5,200 1n() ' 11,0(111 - (ill' - 811 ? 13,{}{111 76 Evil 111:1 t r. olio-way 11.11 r t i r- colulifal 5y5IV14 VV VS11s d Inaac (;1,l f vi1n4 111.1111'VilIIt, vrfrclivr n. •1-lane nndi - v I Ill-d , 141111v 11111.ifiv cII}' 1o1 i•:- dlcl l nlt Ili1• I'MS al1•I1.Li1 1•nuld lm tvs IVol fnr Ih.. orri!,t of ex tviiiiIul; Ill. I- Llrv!: wr.FI (u n1.1014.1•. 1lrrnc.t nl' adding InI..sito ! i111. collf it lie vs 14.11 16). PATS 7. fall' li0'-Iln' :;ul'ricft?n( a. l I:n1r. Ile fit.lrnt. PATS r•r1it 1 d i L-!*. I U111 IL-Lill- 11 eel in ; dl ractIy to Slott - sr. l N)111 . 4 Innc Inn' 1111 d f - vlkill Al 111le-way (111' -8111 Ira i r n r 4 '1111,11 - Vidrd r 'I'A1'1.1i 4 . SUMMARY III: '!'Ilt IM11t41FAllli IMPROVEMENT ANALYSE S Iraprovr.- 211nn Year mr•tlt ' nxInIIII '? ProJected Thhuru uyl?l'nre Ilecnanmmdations ? Nn. Ilescri ?41on ITl llillrl J w -X - 7Si1f - - -- _ _ ?. _ -Ilii17 Vnitirncc I'Ars _ IITI?Hn ?. - -t --?- iE711i `` -- ---- l,ornni?ntx - . " LANIVIARK MIME Zlr [oriel+-(lull- A Irmo - 00 t-11111' 42110-7.4on 4 Inne Ant-hint Complete missin;; HIAS to-Buy di $- (4nrll- Play he suriun5 pt'Ohlrla` contImmus viIlk, At ?+i111 crasr;inl; nt AIIi - • gr?tor I:rrt?A. Nnit'I71S 1111. IIn I Vli 27 II.S. 19-Comstry-Z lnar - An'-11111' - 4 Irntn Allt - IIII), I?y,ortnut comieclor • .. •slde Illvd. undi-' Iinl.r , v i tletl IINITIHIllSh ROAD In S.R. SAIL- 2 lime - Ant-inn' - 4 lane $111-111111 I?alturtnnt hypns? it?l I'rtr Nclhrl lw? -, dIvidud Com Irysith? Commercial Routh node CIIRIAN CRIIIIK. LR U.S. lta- 2 1it lie - - - 4 In;?o Lnrl;cly out +ide CI ca rw,rtvr Nchn:Ion- divided jurisill ctItm. • nnuth :;L ' iINNAMItIt . Lairdmirk Or. - • - Ant-IUnt - d Itintr I•iuI mid-Nn} hrt+:rin !.N ' to HCMullun" . H+lntir ? ?? 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"5r..a,' .', 4'•,i ::7 . _ ?: 's`-R'-.`3.?•'.':z; -.?. s? :1 ?y,:f•?`. ?•'???-:.` r6.?,?.,'.: t: ?o '.`j:`.,:.:.5•:,Ss"a.?l:. ra°->k. ::i16y ?a =k`!Y }'-`?^?d4i;',.•i?:s .i ??;? 1.?,'.,:'•': ?, •?`.,,: `. :•';'• ?e •r ,.?. .{,. ?. u:;a. ? :a.e:yr• ,`.,.e ,t-.?: S.: .r', •}yS1 .. ii, '?+f ?:.{?'i.;. .(`?.?. •. ?,r,:u '!, .?`r ,:i:7`?a.° ?%..x' :'F"?...?t '.'{ ?< r•, - ?i-';r. ? Jr`:;', '`. ?-i•_ i?"?•„?F•? ''ttom 'a .., ii .. ?: }y?J'":,• {.e.., :S:'yy' i?• y. t;"{:' •.sCFW'y .?I .Say,, ;?. .°•?•F'''"; 7?:'': ¢?s r-: ,.i v•.;?,t`;??%?:i>r-,k'j''?''• y c rJ'•?y hV 4,s'•7 s ?nls? ?2"1_•.... .. . ? • 7? ft:":. a? . iy' , a..S.'sx?" ',..°?c-..... ..... . ... . ..:i ? :-.`S'.-•?;?.Y.2-r. t''s: ?f?,?' •`tii r P f 1PIPLEMENTATION It has been shown that an extensive•program of road improve- ments will need to be undertaken in the Clearwater area. Nearly every arterial road in the.city will have to be upgraded to achieve. a satisfactory level of service. These improvements will be con- structed by state and local governments, through coordination of the efforts of concerned jurisdictions. During the adoption phase of the planning effort, the thorough- fare element will be reviewed by the Pinellas County Planning Council, the Metropolitan Planning Organization, the Tampa Bay Regional Plan- ning Council, and the State Department of Community Affairs. The comments of these bodies will reflect interjurisdictional concerns, After review by these bodies, their comments will be transmitted to the Clearwater City Commission and will be considered prior to adoption of the plan. Construction of recommended improvements will be effected through state, county and local cooperative efforts. These efforts are coord- nated through the Metropolitan Planning organization, which includes a representative from the City of Clearwater among its members. This body considers available State and Federal funding, and prepares a plan for use of these funds throughout the'county on eligible road corridors. Other arterials which traverse political boundaries fall i under the jurisdiction of the Pinellas County Board of Commissioners. The design, timing and funding of improvements to the above mentioned classes of roads are not controlled by the City, although the City is 7 79 •a ?: ;r a x•r.rt, '.r'., .?.;?,; : T: • :,z'4"?.rs,••`r. ... +'' `r ,, ,_c;•:. - v..M..,... A , . , r .n?; ,r ,•t':'?.. '; t.`l..e ?.•?? rr"y`i` -•},i.+ ?, n`.: .11.'' ,:f: .o.^i``. :<?•,,i 1. •'l ... i.+: Y:' .'74•x. "F• 1a•+ e''; ,?t.°?/ ?f' ,tr •l:•'?. ?f: it Xs? '4'? ' r , +T i =i< t • is 'z`'`• t:. i4'°? }?= • 44} ; ^.; i yf:x ? . .'t, ;,?1? !'; .:. = •: f .?.'?' •t,yi ;: , ;'-"; .. 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M t .' a'-°..'i:?"1,??,: ; 7;•,.<, -,' '1. ,y'• ?' .i:; 1. -'Gy ?';}} i.:=issag.i5 --?-i?Krr ,•a.??• -_'.'j.sY ..a !g'' 'i•. ::°ii `i';+,;.';; ?'i''F '?;S,..t. s}. i"•.'¢?•7.r •.?,Tya?'." ih•r'":P' '?.?e,• :.f?';; . s.' ? w- ? .t ,?zl?l'x: 4"i:i ,'a_4. ..r,..r,. . j` _ '1 ? ,:1 _ '.i`! i'`?: i'i..iS f •?, ) i?. ?W '4?L? y'??-'#'t:,. ?. '.ta .'R =. 1' tl: '.?.'C,•a .c ,??'.:'i ki:i: rs,:' ,,-':j ,Hwy-3 .r1 ti t Z" a?,r `•.Si^M'::`i+ ..'i• :t'•-?'t•`,lrt::-S F,'..4..4 ,.t.. }ttS'. •, 1j}} ' ?? 4 ''S°? =!?'?.. '41 t•, .n ;k t•t ,},1 ?»' `5 i1'l: eft, ..gay: aa b:f 1 '?y U 'r.?st t,?•? ,Y. `S'':t.'•"`"NY 'd 'i`.r. "Y'al.; d':•.r it a??• ,?tx: i?4; i .?P;', ?t.. •s''t„'?; ?:.€': ?;',`". C'CC?'_ 't ;'.a•' ?? _ ". d,., ., qe' '' `-},??...,?. ,.lk,!' -,t'_.,^ e-.:::;?={.:i „_ }5 .',<•Ipf .Lr. "t"yi!? •5 tt T j,,?,`?,.,`rl-?,. «t., t: ,b7,n •; '?f" 4• ::7F}? -i:`t;. '? `a .i', •., st'},t:. E?, 7`: r t' ral'':':?.• i.?Ei. : ?'.:3??r•'???,?r? *rl_u.?%'.?.?,?`,i': ,:o7t::.? ,., ?ti;., ;ga: , t t -.a.`i i` ,?i`' . ..+:-,. ''?.- F?:: t. .'? '+o T,? .?."I:a'r:?i a" ;"?':'?F:'ri •i °?!ri" ' ..l ?.',..-?i?' iii„?. \• ?-°, ,. :' ,,i• i'e A"^ r.i^,: ,.„':'•{i ??' ?• ?v.tt'4+'?' Z•< •? '!'?. ..•? ira, .?t' p''?:o-Nf `'Frt i'.'sa. .Y.,?'j .• :.?', °-'4. •1 ..'i,t,:y. i? ?.4, ,s'. ,p•}??/}?°:?!£vt :,,r~? ,y 4 °s?;? 9???4... f4 ? w?i ,sa: ? r •.i '.?,ai ?'`.,.?•' ' :.ti: '' _ ? :!";i-:f .. >' •;t . ?i. t :^ ? f '?` p '`t+.t. .`f 1-: `, lw ???s. ,'' :ris. ;gi. R''s, •t' ,i. t :.•t sE•:.'s rf: Y.- ?.,3:?;1': .a il?i:.:.? sd:y,, 1a'.a. `.1gr' 'd `?.].,,'ti?'tA3S..,i 7•r Ss: ! N17?.t?te$rL;;7: ..I', :>?.. K?.''t a:,{?-,- ::? ' ',,. ,,Pr,';f" -.%•'.yr::.?;ti}+.` ?k•,r:•:s?;,€'.; Pa ;(Lkr ?:.+•.a",$•' ir_,p?l _ S.I. _ ,i; _:,t'.'.?: '.f,.. :i` ':3:^•"", :.1.. ?: c,.t'. sY ,,, t"`.r.:.vaui?. :.Z -3.iF: ''.%ei'i a '.w:n ';':' : i`=u;il.i• "'U',,.c:f i"V'i'ii,. ^.r:''a.-i :i u•. •::r•r.' .r'..r •--- -'/i•si ?;:tii..-..."a...?•' ...>_.., •:1,:=?:E!-'•` - - -- ?'''? :(a.3;`t-.?•;a??, >?•4_t 0 EJ called upon to enforce setbacks along these roads and may be askee to assist in the acqusition of rights'-of-way needed for road improve- E ments. City efforts, therefore, are primarily directed at that level of roads which is not covered by other agencies. These are.largely local streets or collector roads and include such important road links as Druid Road and Landmark Drive. For these roads, the City must prepare engineering plans, secure right-of-way, and allocate the necessary funding to complete road improvements. Given the relatively weak voice any local government has in allocation of funds for arterial • roads, the implementation of a local thoroughfare plan is dependent 121 less on the desires of the local agency than on the needs of that local government relative to surrounding communities. It is appro- priate, however, for the local government to priortize the improvements needed. This priority listing will in turn become input to other agencies. The Clearwater Thoroughfare Improvement Priority List also includes indications of improvements which may be appropriately f d d b h Ci un e y t e ty. The Clearwater Thoroughfare Improvement Priority List establishes four priority categories. These categories are designed to coincide with the five year funding cycles established in the Pinellas Area Transportation Study's Short Range Transportation Improvement Program. Those projects in Clearwater which are included in the current (May 1979) draft T.I.P. are included as priority 1. This category designation, does not necessarily include all of those projects which the City would desire to have completed in the next 5 years, but represents those for which it may reasonably be expected that funding will be 80 o '?y'•i?t•^.'r!^rE'!4 ?!C„K:'r•.:n,r+. .,w,.,r?a,• 4 a•w tnr,..o .w, R.r•;" '!. '"•'`?,{ ::? ?f.N ',x-a. ir:k?. hE'P'r] ..f.s ,.,r:n-.t'?r-.+t'!';S'°a ....•1,,,,,3t ., fx y,;.. ,, t:t ••s 41 -'I+v.•Y\" d. :c1<:`r?,' ."P- r'IiY..'.''. t'CC, 4' .!: i. .'L'.t. ! •.1-? 4')4.'.,' .t, kk.:'?i:.x??-....-,`s;= r;.?6fb:,:fa.?f?•.?_x._._,.r,..-'<<.,s.,....,., ._?..:':?:?i`,.r..,,..,.a.. :?s:,'s ,.. ..:'i' ,. ?`}-t:. -., ze.....?'?:'-_.,_.._.. ..x?';??t? Fti?f •',ti'r ?t' ;sz ;?,ia. .?Nt,,,, .r?? •:',ts!?"I?i"t'ai'S:ti`'.'e }e fi:,"':i`.?. ,;E. },•,i, ,; ,.;,r .,w .p.xyti..? .:•w,^..?'.s>•:,,,;?;• i?:,, C?y_', kc•fi?7? .' ?. o^?Y?k:••".t:r t,` . ,..:,???:t: ?15''.. r' ..... _? ?S?k,.,...,.^,5 ;::J`l: l-.i?:.? r?A?'.i ,.i?j?"G, ?? ti :`°iY`r!''.. ?. , s: ;tR7, t` ?i Y.it? ?Y,s?t:;!.J,. r?^. z1>a_ "•f,s ? ?.''t • r:z `_7:w .<, .. r,? ids, _ ?, i;i ?4h .t.,. .,c?'rk 5's?y^si "^ v';.t;,,.r:?,'4bq>t•j;:l,r-;'%?,..}'? art:." ,'4-`??r5??:-i,. "rS.:'-:i :..., •?..:., ,y:.?:y;.c'.•x;lydy:-?,.1 r.i.,q ..?3 is? ..y '.'i X,i ???re „?,1?• i--s •r •i; +3zt 53, i•' •:K ?, ±?:-.' ., :4 `?.,. :;?5. ., y,r. .,.fly .?'x.!"..: ,. •y?i r.?•, ?,` '. ?. 't•`.?? r- ..,ice }:?: 'r?r ,{ ,tT - ?,_ i'?,. .`7 e,. i•,?x„':E?f •i,? ? ?«'..'?': .5. ;'?::?3 .';f,l'o .'4si?}7?.?? ,?:;. •.?: i•„P;'. 4'S::•:.-1;,SLi' x .?dl t: sn•:t.; ?.•t?•. . <. { .: ;4':, ..4. r. i?, ?y 7z :'%.'?':e r ` !No '` "<< :s.n t ' }'7,•F` ;' t es;.t? '1 *i 1: r=;-?,'i,CSi';',, r•, ...;4?°' i,. a.. x`. i?.?f ?••,,,,???e 'u. ,r' ??'{.:i', .a'?i <'r^...'.'' •n1^i' _ - ?•i=t.i,,f,'.' •r?..:;' 'rr? :?y. ?' , iy , S' ??:: is '., :7?f.°?' ?'t 3:" 4 ,.{' ;'a'k'.?,e fi}? " 7 .?`?75??1f t ..•i,???::C??'" z Z4 ?::r; ?`,." ,. ?? >'1'{';;?_ :1?ii?. Y,i - °t ")"'s'` '..bj': „i?ii-.Y '£: f..E "r7•'tr i,±': • f: •• ;+f4 ,,..?i!„??'",• `• •7 t' r?.y?t",: }a?i=M:at `,,,{r? ?i,1..5.a •.5..' a'1 .Y: 5 '? i. .'y' .ii.t? .;„t•d '7•;:.,. :,?.., '`•7e7y..Y..?i? ?:. ,fit ..ifi,,,l '?, r-'.F; °rt, .-,ir' •ti't r",.i?I,. ?y'.'`.'•.:?•?.,.i; _r'• _ Zra•?", a•??r'r'•+'? ir, p; •^S?t'' c ; riYi? tF •t.:' ' : i L< s, .',' iZu'. • i5 ?*_••.F. ,?b C+i {• : s, 7t st w"'^ ti??'F.? i yf?n'• ?,},t'•.?r;•i.' s•''>'S:?• .sr :{'l.'. s? if::``??• .l';'r t_ S`?.?7 r,.q•,4r. ?:m `?? ?; ??, .q ?'?U7°r'1 Y': .Y L. r, s7?7-''. t' 'l° ::z i;1?.r, ;,ir ,•ss t L°?. •.,1 $kr'.i ::e-:t•Y?r„3•?; iii '•r r4,ti...ci..;?,z?`"}?' ii.`,°`r??`?-'y:.>•'r?y- 1!gf<<' ,;wet :'.4:r,4..k>;a'r'?j,S?s?`y;;,+::\7?L3 t. •?as,t'?5 F sti.,t,< ? r •,rr t?. . i .. ? .d' j„ ?,," ? ;' { q 1<i'.' i7 r's` ?'.k rs .i ?t?y?;;•!'???i;?`},..j;???;.:,,.i,•. :j •" ,2`r.y,•?'.,'J'"??' i$ .??':::''a?'-.?;,?;??.?.??l;s'y?.'..'r:,s":yz•. {?.,??.??rk;:l.?; _ .err ;.=, •d ri x:' ?•` , ??., ?"(?,? .': ?- °r ? "?a? • ?.., -;"`r ? •• '-f •??>,?4:.>i?{?.sr t: £: i r. ,t't ` 3,.:r,e ?".' t ?. ,?.1 ?,;.E;'J?r??s: ,'i? !z?` ? ..?`,r?:?S. u- ,`. r:, ;' s ? ,. ::' I.yj rr •,b,' r', 7Y' 4. 5?; c; F-?E. .}iJ• r._ ::s'b:•i . '}?%%,} '.iiA: i?,s.}?: _•7>'':{•" ,i „G...'bi•:'t, .. .'1?1'?c.."+':1..•'."ii.i:i!`°.??ti; ?1.r;7,. _l'.s,...?i.r 0``1J provided. Projects included in the priority I category have the budgeted amounts and sources of funding designated. Priority one also includes one road link and two studies which are unfunded at this time. Projects in priority categories 2 - 4 constitute an inventory of necessary projects. The sources of the raw list of needed improve- ments include those projects for which preliminary engineering and right-of-way acquisition were completed in previous budget cycles, extensions of improvements made to segments of roadways, and needed improvements as outlined in earlier sections of this report. Numbers of projects listed in priority categories 2 - 4 are balanced relatively equally among the three time horizons. Priorities 2 - 4 should be construed as coinciding with capital budgeting cycles. Cost estimates included on the improvement priority list were derived from information provided by the Pinellas County Planning Department. These are costs for construction only, and do not include other project costs such as preliminary engineering, construction supervision or right-of-way costs. Preliminary engineering and construction supervision may be expected to add 17% - 20% to the project cost. Right-of-way costs vary with the amount of land which must be purchased and with the appraised value of that land. Also, these project costs are expressed in current dollars, and exclude any estimates of the effects of inflation. Typically, road construc- tion costs increase at a rate slightly higher than that of the economy's overall inflation rate. 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'T "E ,', 5< .?l,. -, ire<+:'; ': a,1,. i:'+;' .ii= .t. 5F'A t,t. ."F??????'?7 } .H??1,''? ri+•7 i• ?:E'; :i ,i r` 'n ._?,.. ??((,,,, v1 F [ '%` s?+ 7, °t "! ? ..T; fit. w:l?: ,i:r : _ ••FIS •'? t."i" jJ. :N.;l' ? Sd1i;?„'}.- ?': «? `3? :?.. iL°:• l.'s„ ?-? '.t•. ,t rr '. I: yy:a _ _'ly:;r:?-..?. '.'r'. ? ,>. . Sw r. r ; . l ?q} iif?` ?y?> sw. V: .Y:^ •t.. `_...+.+. w, '-'a f.i' •,: h.• '?r't.1' r ? ? z '1'j : :)` irl"" .t5. L1,,,,a.-?.k{??-L t?L?, 7°.1:/,v. `25?_i!':.1.t.7 .?•S?w ?,.'i.a ;=f ?'? + "?:i'''. rf _ ?'?..., :w,:i3 W ,,.? -- ,.«.. v, +'!.a?' .•••:.;:: ..F.:x.:.,::: a-, .4. -- - -...:,..»'!`: ?iE5.:uuu.,i:.i+,.,J}en,?r+i•. 414 'titls C treatment of projected costs is the current dollar method. , This priority improvement list focuses on roadway link improve- ments. It is recognized that intersection capacities are equally <>1 l important to the network's overall capacity and, as indicated by the map which shows high accident locations, intersections are =' highly c:`itical to the network's safety. However, detailed engi- s,i4 a??n nearing studies which are beyond the scope of this study are required to analyze intersection capacities and develop plans for intersection amt. oE; improvements. Some of the arterial improvements noted, such as Drew Street and Myrtle Avenue, will increase intersection capacities by } ?r,;•r adding left turn storage lanes an the new four-lane divided highway 1-4 segments. Over the time horizon covered by priorities 2 -' 4, several trends ;?;Y can be noted. The absolute dollar expenditures by the State for new road construction will be expected to decline significantly in period 4, however, it is expected that expenses for maintenance and repair of r Tt G( S, existing State thoroughfares will be expected to increase as the system 'z ages. Expenditures by Pinellas County for new road construction will yf1 aim :A rE also be expected to decrease during the time horizon of the plan, as `JIS the "missing links" in the county's arterial system are completed. However, an estimation of expenditures needed to support Clearwater's portion of the improvement program indicate that expenditures by the LJ local , government for new construction will have to increase substantially It is estimated that the priority 4 improvements to be completed by ?•h' the City will require expenditures at a level four times greater than the City's current new construction budget. 82° a zw•et...r.ylw.yn,a,Y'?Y+'nt=:7.ap,T .??.-,...,+r;:,yt; :C'3'k ?'K '?,". !tFt'§-'l *ryr?:.wi*t: a.•?r.Qr.s!: ',y,d -:,,i+t,,µ.^+ 'en .?:??'ri s??e•.? Z :+Sr '9 ,,T" ;;;)'f".•?,'!yl,Ed,. i'f?n C''?,r a-v,;gyti.,•. _ - , yy > t.? 'a, ->x.; .v e•r. :' 1w a' ? ,; •., S' I"'e:.. °!•"«:.' K,f r°i' ''??. ?rti}• ,s;?" ;?;StK?.;r i',t :?.:e?1s,a:' ?`??< .. ?,. •'6'3.?t?1.'+?>:. ' { t: `?•?.r ''''s.'. 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"t ?t +'' A .t:v•-¢? ?° •`^ `: c :.a?,e.. ;:^?..'' s '4-r v ,,k? '4?. ??? ?`':C. '4..?[ ?" i?k? T ty Y .1 :? ;.d ""' ,'•iti {•y+;..,, ';'.•! y1,''A•'??.;'c rJ.?y:• f.?''. "•:4 ?5:x?++1' _ ??.s:#_:!?'?"?5+?';'?' ?'' aS' ?'• ; y ?? ??' .?r`?l•'N?C, i .1?i':e:.!'yyjzS". 1.;: •,F:?:•„ },. .x. :r ,tdss•s ?' e 77:,:='?e'?tT.?''?7j f ?15z' ,? t?? iS'?t 7 ?+?+?a' ?',?° i iT' °?? "'tY? .? i t !?t " M? ,. ,a<, • <?`';.. ??:.., af'' .. -•?? ? ..,"4•. s??v?''' `r ?:+,?.'.x't ? '??.?''.?`:??????? t?g4? ;_°? 5r;t?''Vi!i'??`m7•??19:,?"?.s?':G"?.ht? "+ /,?Y,.Y.`?t; .? °.r ,. r. 'i .:c' -a''+: 5t `t'1.:•,:i? .'+T '",s.`?. .}{rt,;u ia`°..` s. 0 C1A? ,t r S.i"y' tr;r -?,.. ..i . 1?: i?•:+r ?'i?! -.?.- 7.?X; a.. ??"' i, i ?'?'.e'?'u: a. •.4, ?„ ?.s ,r t ,Z. (=:;r;-a s${?a'! '" 3'r'?7 N--:+y:ytam..'«?f e.e.: •,-. •-.'' t Siq 44:>°.A'??,r'bt`.ii?'l:°1 ;`' :1! ????+?.•?'•'+'S?e `??FS'1y°. t ..,rte .?_,.rT.sal:' 5 9'°: ?sr l; , vt?yej 1 ;?.%7: -m•S't?g;1 :'ii:': .?:'.;`e':? ??''??xSi '7.'?> •i fb •fj;.,e'. ..? s', t 'i %'?; J[ y'? 7H: Traditionally, local funding for capital improvements has come from the issuance of general obligation bonds. The issuance of general obligation bonds allows needed improvements to be made in a timely fashion, with repayment spread out over an extended period of time. Bond financing also enables fdture residents of the City to help pay off this indebtedness, thereby insuring that all users of new facili- ties will share in the cost burden. Clearwater's current level of bonded indebtedness is well below the level permitted by State law. Disadvantages of the use of bonds center primarily on cost and uncertainty. By borrowing the money to pay construction costs, the project cost increases due to the interest burden. The issue of uncertainty is less xelevant for Clearwater than for other, older, municipalities. Avoidance of debt is a prudent fiscal position to take when projections indicate stable or declining population and revenues. However, in Clearwater, the indications are that the City's population and tax base will continue to increase during the plan horizon. An alternative to borrowing funds for capital improvements is the pay-as-you-go (accumulated revenues) financing. -General revenues can be set aside until sufficient funding is available to complete improve- ments. Whichever of the above-mentioned choices of financing is chosen, in order to complete the necessary improvements the overall level of City revenues will have to increase. Increases in revenues will come primarily from increases in the City's tax base. In "Fiscal Feasibility of the Comprehensive Plan" prepared for the City by Barton-Aschman and Associates, projections of revenues and expenditures are made consistent with the assumptions 83 y?'+tnF!'%CrIC,,"'4'k?f`4'..,?'"`'...t.?Pr.,'??,?.7^ 4"?i'l?'9F?•e•t•+'?3<+4,: .5.?,?T?,;'..r' M. "+t,?!'3: ?a:-? ?+wo7j`: ?'"i ?y'.YnS'?!,. J_k v,ih.: `'r ??i'a4t" S.tM ?d=`*,•,?...h ?Nt•'a'.z;. ?€j? ?}i.. ? t?, r y : ?. 'S.i`?'?3tii; .:? },,...k ' ?? '' ?;?,?:,' '. c..?':C1?„". }Y.: ;? ? ?*.,f' ' ? • ?,Y,,? r it ?.?``,'a' ?`¢'`1 !? ? ?.r;s? >;1''3"'ii ?'ra a;"1j'i"?;-: t'?.?CF1.,< ?r.t.? a ?:?.:?'•??;!" `t" S,'i `?' ^ 1.??? 3;i?? d ? ` ? .+?:,?., Ct y????:t?.? ?? 1?. _`}?+7 t'-?"a,.',Er ?:s;??. R.:3s Y.'?_?'tc«4.•.ry? F; .&>'? .??.i.,;?: c ?- ht.v. M,fi, ?'Y ... ... ??i. y' i^d ,n, a'y, '?3- F is s t?.. ? `?? c ???h. ?':?`'(-+r.1?, . ?.4:s. ?;k's? ti.c :';: ,r??•.;"sLr?...?h. ,a,. .3??.?r ?3,d:: ® 1 included in the hand Use Element of the Comprehensive Plan. The analysis of capital expenditures included projections of current rates of capital expenditures and indicated that capital revenues would exceed expenditures by a minimum of 101.3 Therefore a limited amount of "slack" can be expected, however, it must be noted that there will be competing demands for capital investment funds, particularly in regard to facility renovation and park- and recrea- tion needs. In order to maintain a sound fiscal position, all avenues of funding should be explored. One source of funds for improvements in newly-developed areas is impact fees. Clearwater's impact fee assessment has remained constant for the past five years. In light of the refined cost projections which are being developed through the comprehensive planning program, justification may exist for increasing the level of impact fees. 3 "Fiscal'.Feasibility of the Comprehensive Plan" prepared by Barton- Aschman and.Associates May 1979, Page VI. i n? r,r"b-. -r.. ,.I..T.1,,.., rr 'I `?' >,. , a-, . ,. -,? . - ,;1• . ^ ' i ,^ o - , _ r( .. .. , ....R ?3ra.. l 1l . ' •3. - n • , .LYf. .-'?' Ka F'.5 .?a;'?' `.l' , '. .t - .'y 'r ' ,. pt . ,.,. •F; ?''t_, t wtiwlhE ter'/'. :"{: kr.• ar)3"t ;!+M1 .:l S^ t "15t.r'1 t . , ? • .. - .,i'.s. >' f>t` - $,,* p i ./ "t. ,).tl t: . 11 J: .I°), .. .. . ;. Z ? j ? ;1I ",a'L;'," °a',1. " .3' ?1,' "'f ..)<. -p?;,,?t'lr j .. ?.- wif7,y rq.? .. ,. t.. .. C.L' l :?. .c1A 1J tij ..5 [' .Kr of J.ir 1?. .': ,.,.l a . }''' .1 ' . 11 is u:: - -i, .,,;r 5 F `, _ t • .-a• v.r .. r: ?'ti. - s: tiler :?•?, y.::, !?: ..?. L';i .' ;i' +t r %±' : . i i`„ 'i, :'i,,' ?.'. s , 5 , • - . '1 , 1. .`p.• - ",J `I t ' `` 't. . • L . 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'i` M . •.fi {' •7' J !'1• 1 { , . N =77 t? ,I MAP 14 CLFARVlATER THOROUGHFAREIMPROVEMENT PRIORITY LISTING (Programmed Projects) '1111111111111111- PRIORITY 1 AMMEW PRIORITY 2 lm ww m rl' PRIORITY 3 ---_ polio iim-er4i! PRIORITY 4 , r, _ w O o a f f JLw I b •? .11, t /.a I r :i O I Q EE!) O ® ITTlTnWilii .r.. - - `I l ?- r : _' T CD ?r -- 1 i '[ +1 f o •? I A'= ( 1-1 m1Et 1111 -..? { _% 1, v u.f w 11 - % i; f = ' C 1.? ---1 r7 e. P? -. ? __-_ -_ I \ T , R i u b :: 1 - ,_-- ,: --- Q I ] Q - if C --? ?-f ' I DIY . II .. If O I' i "I 1 1 A11 8 rr c i' - I 6 - D '__F? t,- o r. ° ?? - 1. _ _= . ._,_ r? C, . f a` Jed - - - _ 1.. ,-.. -.L_ r ----------- --- --?? 1 P r, - . r. 1 .•. ;. ?' h ?'? - a 1? ? - -t .S f - - - d -- rw¦^- _ .. . ¦ ,I, X. :t fm 11 . 1% / - ---I i tt- - I I . J - ? 1 F i o Oar ? ?!? 1111 i! IT , ??': ,,t --.?_-- r °- ---- __ All ' --q :AA [II1I = r?J i i?r 91r?-=-a _ 1 ` . ?,'t '. ??N , 85 0 u TAIILH S " TIIOROUGIIFARB IMPROVL6lLN'1' PRIORITY LIST " CLBARIfAT1:R, PG Prior- Source of Typo of Year of Stutui ity Funds Improvoment, Location Const. 1 State Add 2 lanes U.S. 19, FM: N. of Whitney Rd, 81/82 Primary to: Saville Blvd. % State Add 2 lungs U.S. 19, FM* S. of Draw St., 82/83 Primary to,. S. of Countrysida Blvd, P 1 State Interchange U.S. 19, [41: S. of Countryside 83/84 Primary Blvd. to: N. of S.R. 580 P.. ., 1 State Add 4 lanes S.R. 580, PH: Belcher Rd, 82/83 Primary to: U.S. 19 1 state Add 4 lanes S.R. 580, FM: U.S. 19 to: H. 82/83 Primary of Countryside Blvd. " P 1 ,• County Reconstruct Belcher Rd, FM: S.R. S80, 79/80 4 lano divl- to, Curlew Rd. duA " P l •? County Now - 4 lane botcher Rd, F14: Countrysido 79/80 L,. divided Blvd, to: S.R. 580 ?P 1 . County Reconstruct Bollair Rd, FM: 11issourt Ave. 82/83 4 lane divi- ta: Keene Rd, 'il'' :?• t Jed 1 Couuty Reconstruct Bellair Rd, PH: Alt. 19 83/84 : . 4 lane dlvi- to: Hiapuri Ave. dud 12 P: l ogrirm mod - U; IlnprograxwaJ - Ilnfi uurundaJ 86 Length 2.2 at. 3.2 mi. 1,1 mi. .4 mi. 1.4 at. 2.0 mi. 1.0 ¦i. 1.5 mi. .G mi. Projected Construc- tion Cost (#OOD$s) 2,500 4,100 9,300 975 3,400 2,775 2,000 2,067 1,238 1 { i TABLO 5 " MIOROUGHPARU 1MPROY13FIeHT PRIORIT Y LIST CLUARWATER, PL Prior- Status," ity Source of Funds Type of Improvement Location Year of Const. Longt h Projected ConStrLC- tion cost (=000,5) P 1 County New/Const. Keene Rd, S.R. 60, 83/84 2.0 mi. 3,400 4 land divi- te: Sunset Point Rd. ded " P. " . .1: County Now/Const. Keene Rd, 141: Sunset Point Rd, 82/83 2.0 ml. 3,300 4 lane divl- to: S.R. 580 dad County Reconstruct Sunset Point Road, PM: Keane Rd, 81/82 2.0 mi. 2,900 4 lane divi- to: U.S. 19 ded " P'e ' 1 County Reconstruct Sunset Point Road, MI: Alt. 14 82/83 2.0 m1. 3.140 4 lane divi- to: Keene Rd. ' dad County Reconstruct Ilighland Ave, b11: Rollenir Rd. 83/84 1.6 mi. 2,476 4 lone divi- to: S.R. 60 ded 1! " 1 County Reconstruct McMullen-Booth Rd, MI S.R. 60 81/82 2.1 ml. 3,400 4 lane divi- to: Sunset Point Rd. ded P" (aunty Reconstruct McMullan-Booth Rd, PM. Sunset Point 82/83 2.1 mi. 3.I10o ' 4 land divi- Rd. to: S.R. 530 ?: Jed .k . • I'"" 1 County Reconstruct MCM1311on-Booth Rd, PM: S.R; 580 83/34 1.8 mi. 1,800 , " Add median to: S.R. 586 Legendv , 7r6jrarmod 11: unptoprommed Unf: Unfundud 87 1 .2 I •' TABLE 5 THOROUGHFARE IMPROVININT PRIORITY LIST CLEARWATH, FL Prior- Source of Type of Year of Status ity Funds Improvument Location Const. P 1 City Now coast. Druid Road FM: Belcher Road 81/82 3 lanes tar Edo,, vfllo Rd. City Add anargen- Memorial Causeway, FM: East 80/81 . cy vehicle Bridge to: Host Bridge r e 1a11Q P., 1 city Add 2 lands Missouri Ave, FM: Court St. 79/80 to: Cleveland St. ;linF, 1 State Add'2 lanes State Rd. 60, FM: Sky Harbor Dr. N/A „ to. McMullon Booth Rd. Ihlf I, State Study Mass/Rapid Transit Alternatives, 80/81 ' Memorial Causeway ^,f.-x .' .' 11nf ". i City Study East/West Corridor, South 80/81 County Clearwater PRIORITY 2 Uuf 2 State Add lanes G U.S. 19 PM: N. of S.R. 580 - frontage rds. to,. S.it. 584 th1f., _ 3 State later- U.S. 19 at Snnset Point Rd. - chance llnF " 2 State Inter- U. S. 19 at Bn1luair Rd. or - =A'° change Alternate Site U+if 'i ` 2' - Stara R0811011aant b R ildi S.R. 60 I:ewlltawll Clearwater i - f •j;; e u ng Rerout ng I.o and i 371*togrnnaad - 11: Unprogrammad - Iln fs Unfunded 88 Length .6 Ali. 1.1 ¦i. .3 mi. 1.0 Mi. NIA NIA 3.8 mi. .6 a#. .6 mi. Projected Construc- tion Cost (=00015) S75 60 285 1,400 25 25 4,900 5,000 5,000 4,100 7 r TARLP, 5 T110ROUGIIFARU 4111ItOVEMENT PRIORITY LIST CLEAIWATHII, FL. Prior- Source of Type of Year of Status 1ty. ." Funds Improvonont Location Canst. PRIORITY 3 Unf 3 State Bridge Memorial Causeway Bridges - ' Roconst. " [in f, 3 State Reconst. prow St., FM: Alternate 19 - 4 lane urban to: lilgbland Ave. Unr 3 State Reconstruct Drew St., FM: 111ghland Ave - 4 lane urban to: N.E. Coachman lhkf 3 County Ito Cajllt Missouri Ave.. FM: Fairmont - Add 2 lanes to: Union '4141f ' 3 COURty Add 2 lanes C.R. 102, I'M: S.R. 580 - " to: McMullen-Booth (county portions) Unf" •: ". ° ' 3 city Add 2 lanes Druid Rd, FM: Alternate 19 - to: Ilighlund Ave. Ihtr 3 City Add 2 lanes Druid Rd., FM: Highland Ave. - to: Belcher W. Unr 3'''" city Now coast. Herald [hive, fM: Landmark Drive 4 lanes to. McMullen-Boath `lli1f-f 3 C1ty Add 2 lanes Gulf Blvd., 1:11: Drawbridge nR' to: Dollonir City limit -,? tr.°;% P: cn}1ruRaad - II : Unprogramoud - Unf: Unfunded 911 0 Projected Censtruc- Length tion Cost (;00015) .2 :mi. Not available 1.5 mi. 2,000 1.4 mi. 1,800 1.0 mi. 1,300 1.7 mi. 2.200 1.5 mi. 900 1.8 ¦i. 1,100 .3 mi. 390 2.2 mi. 2,834 A t • TAKE 5 " 7110ROUGIIPhRI: ]FIPROVf IFNf PRIORITY LIST C1.RARNATRR, PL. Prior- Source of Typo of Status ity• Punds lmprovemont Locntion UnF 2 State Add 4 lanes S.it. 580, ]?]: R. of Countryside Blvd. to: McHullon-DoGth ' Unf 2 County Add 2 lanes Sunset Point Rd., rH: U.S. 19 '. , to: HcHullon-Booth Rd. ,. Unf 2 County Add 2 lanes Drew Street, FM: N.H. Coachman Rd. to: U.S. 29 Ilnf 2.: County Add 2 lanes Drew Strout, PH: U.S. 19 to: HcHullon-1300th lid. Ala IF 2. County:". Now Const. Myrtle Ave., M: Lnkoview 4 lanes to: Ponce do Leon Unf•. i County. New Cans t/ Missouri Ave., rH: S.R. 60 Realignment t0: PairRont Ilnf . 2 County New Const/ Bollonir Rd. (or Alternate) rH: Add lanes Keene tos Belcher I1nf • 2 County Now Const/ Belleau Rd. for Alternate) PH: Add lanes Belcher to: U.S. 19 Un# 2 City Add 2 lanes Highland Ave. Fi{: S. R. 150 to: Sunset Point Rd. -' -Ilnf 2 City Add 2 lanes Nighlnud Ave, rH: Sunset Point Rd. • tot Wall St. !.o and . Ps?'iogram med - U. Unprogrammed - Un£: Unftntdod 119 Year of Projected Construc- Const. Long th tiun Cost (1100013) - 1.0 mi. 1,600 - 1.2 mi. 1,600 - 1.4 mi. 1,800 - 1.2 mi. 1,600 - 2.0 mi. 1,400 - 1.2 mi. 1,600 - 1.0 ri. 1,300' - 1.0 mi. 1,300 - 2.1 mi. 2,700 - .5 mi. 700 , , i j rrior- Status' ity au»rce of punda rypo of IrproveKUnt Location Year of Const. Length Projected Canstruc - tion cost ($0001s) " PRIORITY 4 - Urif. 4 State Add 2 lanes N.H. Coochunn, FH: Prow St. - 1.2 At. 1,600 to: U.S. 19 Unf ' " 4". • State Add 2 lanes 4.13. GaACh11a1S, IM: U.S. 19 1.2 wl: 1600 • ,; ' Z'.;3.' " :, . "' to: McFlullon-Aooth lid. 4 ,.,"_•',,;.- _; ,^. .:.ifnf 4 County Exp lid to 4 Myrtle Ave. FH: Fairmont - 2.4 at. 3,000 lone divided to: LAkavlow llaf' 4 County Add 2 lanes Curluw Croak Ad., PH: U.S. 19 - 1.9 al. 2,500 to: McMullan-Aaoth ;.. " UnE. 4 City Expand to 4 Northsidu Drive, PH: U.S. 19 - ,y vi, 42p lane divided to. Cuuntrysldu Blvd. ' (pit f . 4 City Expand to 4 Lakovlew Rd. PH: Alternate 19 - 1.5 Ml. 900 "a`., -=.. ." ,• lnno divided to: Ilighland Ave, , ' i >':.:"•:'" Unf 4 ". City Aukld/Cosploto Landmark Drive FM: S.R. 500 A - 4.0 ?i. 2,400 4 land divided to: Culf-to- ny Aft ` .> roRrarawd - U: , lin hrograinwud - Un f: Unfunded 91 r