MEMORANDUM. Dunedin Commons Traffic Study Submittal Primerica Developments, Inc.

Transcription

1 ***BLUE SHEET*** Agenda Item: PH-1 Meeting Date: 11/05/15 MEMORANDUM TO: THROUGH: FROM: DATE: AGENDA ITEM: City Coinmission Rob DiSpirito, City Manager ~ Joan Rice, P.E. Transportation & Traffic Engineer November 5, 2015 Dunedin Commons Traffic Study Submittal Primerica Developments, Inc. I have reviewed the traffic study prepared by Truckin Traffic, LLC, dated November 2, 2015, on behalf of Primerica Developments, Inc., proposed developer of Dunedin Commons. The analysis is based upon development of the existing vacant property. The submitted analysis appears to accurately reflect the estimates of increased traffic. activity with the proposed development. Trip Generation The author of the traffic study has determined that the proposed 280 apartment units, 56 townhomes and 7,200 square feet of specialty retail will generate 196 AM peak hour trips and 224 PM peak hour trips. Trip Distribution For Dunedin Commons, the estimated trip distribution for the PM peak hour presented in the report shows that 35% of the trips (79 vehicles) will occur to and from the site using Patricia Avenue from the north; 45% (102 vehicles) to and from the site using Patricia Avenue to the south; and 20% ( 44 vehicles) to and from Hte site using Scotsdale Street to the east. Site Access The proposed site access plan for Dunedin Commons reflects a reduction in driveways from six (6) to four (4). The reduction in driveways is shown to occur on Scotsdale Street, where the number of driveways will be reduced from four ( 4) to two (2). In addition, the proposed northern driveway on Patricia Avenue will be restricted to right-tum exit only.

2 Level of Service Future traffic conditions at time of build-out (year 20 18) were computed using an annual growth rate of 2%. Post-development conditions were demonstrated to stay within the adopted Level of Service for Patricia Avenue and Beltrees Street/Scotsdale Street when compared to the adopted, 2014 Pinellas County MPO Level of Service Report. Trip Generation Comparison to Previous Development In addition, a comparison was made to the number of trips when the site was occupied as Nielsen Media Research to the number of trips for Dunedin Commons. This analysis is valuable in determining the net traffic impact from a historic perspective. This is 90 fewer total AM peak hour trips (31% less), and 41 fewer total PM peak hour trips (15% less). What is of interest in these calculations is the reversal of trip directions between the two occupancies. Nielsen Media Research was an office complex which served as a trip destination in the morning. Conversely, Dunedin Commons, with a heavy residential component, is a trip destination in the evening as residents return home from work. The opposite is true for departures. This comparison was only done for the trip generation. All proposed Dunedin Commons trips were distributed and Level of Service determined since the property has been vacant for more than five (5) years. Attached is the traffic report and conclusion summarizing their findings. I take no exception to the calculation methodology utilized nor the conclusions drawn. The developer will need further analysis of the pavement markings on Patricia A venue for the main driveway proposed.

3 TRAFFIC STUDY Dunedin Commons Patricia Avenue at Scotsdale Street (Northeast Quadrant) City of Dunedin, Florida Prepared for: Primerica Developments, Inc. Prepared By: TRUCKIN TRAFFIC, LLC Submitted To: City of Dunedin November 2, 2015 Jane A. Caldera, P.E. P.E. # 53116

4 TABLE OF CONTENTS Chapter 1- PROJECTION LOCATION/DESCRIPTION Chapter 2- PROJECT TRIP CHARACTERISTICS Chapter 3 - EXISTING TRAFFIC CONDITIONS Chapter 4- FUTURE TRAFFIC CONDITIONS Chapter 5 -CONCLUSIONS List of Figures Figure 1- SITE LOCATION MAP Figure 2 - SITE ACCESS PLAN Figure 3- SITE TRAFFIC DISTRIBUTION Figure 4- SITE TRAFFIC ASSIGNMENT List of Tables Table 1- AM PEAK HOUR TRIP GENERATION ESTIMATES Table 2- PM PEAK HOUR TRIP GENERATION ESTIMATES Table 3- EXISTING ROADWAY ANALYSIS RESULTS Table 4- FUTURE ROADWAY ANALYSIS RESULTS Appendix 16 Dunedin Commons 1 November 2, 2015

5 1. PROJECT LOCATION/DESCRIPTION This Traffic Study has been prepared to support the City approvals for the proposed Dunedin Commons development. The proposed development is planned to be located on the northeast quadrant of the intersection of Patricia Avenue and Scotsdale Street. The site is located with the City of Dunedin. This Traffic Study has been prepared based on the traffic study methodology discussions held with the City of Dunedin staff. This site is currently vacant land; however this site was previously the home to the largest branch office for Nielson Media Research. The Nielson Median Research Campus contained 4 office buildings that totaled 192,985 square feet. A comparison of the trip generation estimates between the previous and proposed land-use is contained in Chapter 2. The proposed Dunedin Commons development will consist of the following development program: Proposed Land-Use Apartments Town homes Local Retail Shops Size 280 dwelling units 56 dwelling units 7.200square feet The proposed build-out year for this project is The site is bound by two public roadways. The Patricia Avenue is two lane divided signalized arterial roadway, with a posted speed limit of 35 miles per hour (mph). Scotsdale Street is a two lane undivided signalized collector roadway, with a posted speed limit of 25 mph. The site location and area roadway system IS shown on Figure 1. Dunedin Commons 2 November 2, 2015

6 Site Location Map "'(r u North (NTS) FIGURE 1 Dunedin Commons TRUCKIN, TRAFFIC, LLC

7 2. PROJECT TRIP CHARACTERISTICS Trip Generation The PM peak-hour trip generation estimates were based on the trip rates contained in the gth Edition of the Institute of Transportation of Engineers (ITE) Trip Generation Manual. Pass-by capture rates were not consider to the local retail shops. The following land-use, associated independent variable and size was used to calculate the trip generation estimates for the proposed land-use. ITE Land- Use (Code) Apartments (220) Townhomes (230) _Specialty Retail (826) Associated Independent Variable dwelling units dwelling units square feet Size ,200 Based on trip rates contained in the gth Edition of the Institute of Transportation of Engineers (ITE) Trip Generation Manual, the proposed development is anticipated to generate approximately 196 two-way trips and 224 two way trips during the AM and PM peak hours, respectively. Table 1 and 2 below contains the detailed trip generation calculations the AM and PM time periods. Table 1 AM Peak Hour Trip G eneratlon Estimates ITE JTE ITE Land-Use Land-Use lndep. Rate or Size Total Category I Code) Var, Equation Trios IN OUT PROPOSED LAND-USES Specialty Retail 826 ITE /R SF , Apartments ITE /R ou Town homes 230 ITE/R DU PROPOSED SUB TOTAL: I PREVIOUS LAND-USE (demolished) R&D Center 760 ITE/R Single Tenant Office 715 Bldg ITE/R SF , SF , PREVIOUS SUB TOTAL: 192, Net Change In Trips (Proposed. Previous) " (1) The T1p Generation Rates were obta1ned from ITE Tnp Generation Manual, 9th Ed1t on. Dunedin Commons 4 November 2, 2015

8 Table 2 PM P ea kh our T r1p I G enera tl on E s tl ma t es ITE land-use Category PROPOSED LAND-USES Specialty Retail Apartments Townhomes ITE ITE land-use lndep. Rate or (Code) Var, Equation 826 ITE /R 220 ITE IR 230 ITE IR SF 2.71 DU 0.62 DU 0.52 PROPOSED SUB TOTAL: Size Total Trios IN OUT 7, PREVIOUS LAND-USE (demoll hed) 760 R&D Center ITEIR Single Tenant Office 715 Bldg ITE /R SF 1.07 SF , , PREVIOUS SUB TOTAL: 192, Net Change In Trips (Proposed Previous) (1) The Tip Ganerat1on Rates were obtained from ITE Tnp Generat1on Manual, 9th Ed1t1on. The trip generation estimates for the previous office land use are shown in the above tables to demonstrate that net change in the trip generation. As shown in the Tables 1 and 2, the site traffic generation for proposed Dunedin Commons development is anticipated to be 90 trips less during the AM peak-hour and 41 trips less during the PM peak-hour. Dunedin Commons 5 November 2, 2015

9 Site Access Plan The previous office development on this site had 2 full access driveways on Patricia Avenue and 4 full access driveways on Scotsdale Street. This development proposed to reduce the number of access driveway on both roadways. The proposed site access plan is described below: Driveway# 1 - This driveway is proposed to be located on Patricia Avenue, approximately 360 feet north of Scotsdale Street. This driveway is will operate as a full access driveway. Driveway# 2- This driveway is proposed to be located on Patricia Avenue, approximately 50 feet south of the northern property line. This driveway will be design to function as a right-out only driveway. The driveway is necessary to allow the garage trucks to safely and efficiently exit the site. Driveway# 3- This driveway is proposed to be located on Scotsdale Street, approximately 180 feet east of Patricia Avenue. This driveway is will operate as a full access driveway. Driveway II 4- This driveway is proposed to be located on Scotsdale Street, approximately 190 feet west of the eastern property line. This driveway is will operate as a full access driveway and exclusively provide access to and from the 56 unit townhome portion of this development. Figure 2 displays the general location of the proposed site access driveways with respect to the site boundaries. This sketch also shows the general location existing driveways that will be (or have been) closed. Dunedin Commons 6 November 2, 2015

10 SITE ACCESS PLAN {'r u North (NTS) r* : DW#2 Q) :::1 c: ~ co T5 ;:: iii Q. DW#1 1\ ~ r ,,...,... I : l I. I I,... : ': ~ ~ : : r.. :.!!. L....\... J : :.: :... : :~ :.! I L.....! Apartment~... :.~~ ;* 1 '"... : I '''l ["'] f"'' I.... ltowhhcime! BuirT....,,,.. "' ~ B/uildings '-... ~ : v ~...! I...! " '"": l ell'..,; I :go "" I : - o: : : : :... ; ; /. I :u..s::: : : : : ~ I : i g N!..., i l..,; ; / : -o en: : : : :. I.... Q) :(!)!k:l ;"" / :... "' I; ; ; ~ ~ ~ ~ ~ A-,.er..\. ~ I : * *.>.:i.- Q..,., - - ~ ~ DW#3 Scotsdale Street Legend ~ - Proposed Site Access Driveway * - Existing Access Driveway to be Closed + -Existing Access Driveway to be remain and be upgraded FIGURE 2 Dunedin Commons TRUCKIN, TRAFFIC, LLC

11 Project Trip Distribution The site traffic distribution will be based on the areas employment centers, the locations of commercial/retail opportunities, the existing travel patterns, and the area roadway network. The site traffic distribution for this project is shown below: 35%- To/From Patricia Avenue (north of the site) 45%- To/From Patricia Avenue (south of the site) 20%- To/From Scotsdale Street (east ofthe site) The site traffic distribution and PM peak hour site traffic assignment at the site access driveways and on the adjacent roadway segments are shown graphically on Figures 3 and 4 respectively. Dunedin Commons 8 November 2, 2015

12 1==: =_;==. SITE TRAFFIC DISTRIBUTION {'r u North (NTS) r "I OW# 2 f(?i ~c:t=::t:p::j DW#1 - I I - I I - I I - I I - I I - I I - I I - I I e- ~ t - : , I''''''''''' ''''''''''''''''' : : I, ' I ~ ~ ~ ~ r :... 1 r ~ I : : L i I i i : I ~ ; :... i I... i : =~ : : ltowhh~me i ~ L.....l Apa rtment~...! 1 Buijd i ~gs 1 : Vt;: ~~ Buildings l i l l : ~. ; v / ~ - l l l l : : : : l l : : ~- (/) : : : : ~ l :g o : : :., i ~~ ~ i L...J ~!,....,%/'". / I :5.!9: : : -' I :(!; ti l... _,.,-' / '. I,..,... ; ~! L-----if '" /.. ~ 'Oc - - ~ Q DW#3 Scotsdale Street 1 Legend ~ + - Proposed Site Access Driveway -Existing Access Driveway to remain and be upgraded ~ - Site Traffic Distribution FIGURE 3 Dunedin Commons TRUCKIN, TRAFFIC, LLC

13 SITE TRAFFIC ASSIGNMENT ' {'r u North (NTS) Q) 't.. 4 ~ b r ~! DW#2 I I I I I I I I,... : :.. i ~ : :... ~. ~ IC===::!:!)r OW # 1 t ~ 1 r.:. ;: : M... 1 (") : :.2 o : :O a.: I U.. L: : l h::~(l):,., : :c::... e ::lm:,.. i :(5 a:::: > I o 0 Q): ::: Apartment Buildings......! '''' '', ; : l. ~:J:trr-~-y ' r a, : r : : ' I :!'''":,., r!!! I I ~TowhhJme~ Buijdi~gs! I! 1 ' t 1 I I : : I. : : : : :: : ' ' I : : : ~...: L...: : 41 : : : : *,,) : i...: ""'~,,, ' v,,, ~-- ~ ~ 'V ~ :,-... ; I,, ~,,'' d' "' :,,'' ~ ~,, ' "fo /,._,; j t,. 18 J" MN Scotsdale Street Legend ' ~ + - Proposed Site Access Driveway -Existing Access Driveway to remain and be upgraded "t.. xx - Site Traffic (PM Peak Hour) FIGURE 4 Dunedin Commons TRUCKIN, TRAFFIC, LLC

14 3. EXISTING TRAFFIC CONDITIONS The Pinellas County MPO 2014level of Service Report was the source for the base traffic volume data for the PM peak-hour traffic conditions for the adjacent roadway segments. An annual growth rate of two percent was applied to the 2014 MPO traffic volume data to estimate the 2015 traffic volumes. The maximum service volumes (physical capacity) from the MPO tables was also utilized. The roadway link analyses results for the existing conditions are displayed in Table 3. As shown in Table 3, the volume to capacity (V/C) ratios for study segments are well below 1.0; therefore the all study segments are currently operating above the County's LOS threshold. The relevant pages from the Pinellas County MPO 2014 level of Service Report are contained in the Appendix. Dunedin Commons 11 November 2, 2015

15 0 t: ::1 "' a. ::1 (") ::1 ~ TABI 3- YEAR 2015 ROADWAY SEGMENT ANALYSIS UnkNo. No. of (1) (2) 2014 (3) 2015 Directional I PM Pk-Hr I Annual I PM Pk-Hr I 2015 Growth Traffic V/C 2015 Ratio LOS 0.17 I B... "' Patricia Ave (1) The peak-hour, directional maximum services volumes {MSV} are based Pinellas County MPO LOS Report (2) The peak-hour, directional traffic volume data was obtained from the Pinellas County MPO LOS Report z ~ 3 cr ~!" 0 "'... Vl (3) The annual growth rate of 2.0% was applied to the 2014 traffic volumes to estimate the 2015 volumes.

16 4. FUTURE TRAFFIC CONDITIONS The Year 2018 background traffic projections were derived based on the application of the two percent annual growth rate. The Year 2018 total traffic projections were developed by adding the Dunedin Commons site traffic to the Year 2018 background traffic projections. The roadway link analysis results for the future conditions are displayed in Table 5. As shown in Table 4, the Year 2018 V /C Ratios for all study segments are well below 1.0; therefore all study segments are projected to operate above the County's LOS threshold. Dunedin Commons 13 November 2, 2015

17 0 c: ::> <D c. :; n ::> ~ TABLE 4- YEAH 2018ft.OMJWAY SEGMENT ANALYStS (1) (2) 2014 (3) (1) The peak-hour, directional maximum services volumes (MSV) are based Pinellas County MPO LOS Report (2) The peak-hour, directional traffic volume data was obtained from the Pinellas Countv MPO LOS Report (3} The annual growth rate of 2.0% was applied to the 2014 traffic volumes to estimate the 2018 background projections. PM Pk-Hr Trips = 141 inbound 82 outbound z 0 ni 3 o- ~ "'!", "'

18 5. CONCLUSIONS The proposed development is anticipated to generate approximately 196 trips and 224 trips during the AM and PM peak hour, respectively. The site traffic generation for proposed Dunedin Commons development is anticipated to be 90 trips less during the AM peak-hour and 41 trips less during the PM peak-hour. The existing traffic conditions for the roadway segments within the project study area currently operate above the Pinellas County adopted Level of Service standard. The future traffic conditions (Year 2018) for the roadway segments within the project study area will continue to operate above the Pinellas County adopted Level of Service standard with the proposed development. No off-site roadway capacity improvements are required for this site. Dunedin Commons 15 November 2, 2015

19 APPENDIX Dunedin Commons 16 November 2, 2015

20 Pinellas CDunty MetrDpDiitan Planning OrganizatiDn Pinellas County Metropolitan Planning Organization 2014 Level of Service Report Adopted September 10, 2014 Commissioner Karen Seel Chair Mayor David Archie Vice Chair Commissioner Harriet Crozier Secretary Commissioner John Morroni Treasurer Mayor Dave Eggers Councilman Jim Kennedy Councilmember Doreen Hock-DiPolito Commissioner Kenneth Welch Mayor Sandra Bradbury Commissioner Julie Ward Bujalski Commissioner Kevin Piccarreto Councilmember Wengay Newton Commissioner Joanne "Cookie" Kennedy *MPO Membership as of last action on this report. "The preparation of this report has been financed in part through grant { s ] from the Federal Highway Administration and Federal Transit Administration, U.S. Department of Transportation, under the State Planning and Research Program, Section 505 [or Metropolitan Planning Program, Section 104 ( f) ] of Title 23, U.S. Code. The contents of this report do not necessarily reflect the official views or policy of the U.S. Department of Transportation. " 1

21 Facility Juris Plan Fac: Road Area Type Type LOSStd Length Signals LOS ANJT Volume Physical V:Cap Def Fac {ml) PerMIIe Meth Capacity Ratio Flag LOS... < BEL TREES ST: (EDGEWATER DR -to- PATRICIA AVE) 509 BEL TREES ST I SCOTSDALE ST: (KEENE RD -to- PATRICIA AVE) 512 BLIND PASS RD: (75TH AVE I COREY AVE tc> W GULF Bl) 519 BRYAN DAIRY RD: (BELCHER RD tc> STARKEY RD) 520 BRYAN DAIRY RD: (STARKEY RD -to-98th STN) BRYAN DAIRY RD: (98TH ST N tc>alt 19) 522. BRYAN DAIRY RD )118TH AVE N: (US 19 -to- 49TH ST N) 523 BRYAN DAIRY RD )118TH AVE N: (US 19 -to- BELCHER RD) 524 BRYAN DAIRY RD )118TH AVE N: (28TH STN -tc>34th ST N) 525- BRYAN DAIRY RD ) 118TH AVE N: (34TH STN -to-40th ST N) 526 BRYAN DAIRY RD I 118TH AVE N: (40TH STN -to- 49TH ST N) 529 CENTRAL AVE: (34TH ST N to- 31ST ST N) 530 CENTRAL AVE: (31ST ST N -to- 3RD ST N) 531 CENTRAL AVE: (34TH ST N to- 58TH ST N) 533 CENTRAL AVE: (58TH ST N to- PARK ST) 536 CHESTNUT ST: (COURT ST CONNECTION to-ft HARRISON AVE) 537 CHESTNUT ST: (FT HARRISON AVE -to- MYRTLE AVE) 541 CLEARWATER-LARGO RD: (BELLEAIR RD -to-w BAY DR) 542 CLEARWATER-LARGO RD: (W BAY DR -to- ULMERTON RD) 545 CLEVELAND ST: (MYRTLE AVE -tc> GULF-TO-BAY BlVD) 552- COMMERCE BLVD: (TAMPA RD -to- DOUGLAS RD) 557 COREY CSWY )75TH AVE: (GULF BLVD -to- SHORE DR) 558 CORONADO OR: (ROUNDABOUT to- HAMDEN DR) 560 COUNTRYSIDE BLVD: (BELCHER RD tc> US 19) 561 COUNTRYSIDE BLVD: (US 19 -to- SR 580) 562 COUNTRYSIDE BLVD: (SR 580 -to-n SIDE DR) 563 COUNTRYSIDE BLVD: (N SIDE DR -to- CURLEW RD) 564 COUNTRYSIDE BLVD: (CURLEW RD -to- LAKE STGEORGE DR) 566 COURT ST: {FT HARRISON AVE -to- OAK AVE) 507 COURT ST: (MISSOURI AVE -to- HIGHLAND AVE) 568 COURT ST: (OAK AVE -to- CHESTNUT ST CONNECTION) 570. COURTNEY CAMPBELL CSNY: (HILLSBOROUGH CL -to- BAYSHORE BLVD) 571 CR 1: (SR 580 -to- CURLEW RD) 572 CR 11 OMAHA ST: (CURLEW RD -to- TAMPA RD) 573 CR11 OMAHAST: (TAMPA RD -to- NEBRASKA AVE) 574 CR 1 I OMAHA ST: (NEBRASKA AVE tc> ALDERMAN RD) 576 CR 296 CONNECTOR: (BRYAN DAIRY RD 1118TH AVE N tc> 1-275) 582 CR 611 BYPASS: (SOUTH SPLIT -to- NORTH SPLIT) 591 CURLEW RD: (SR 5841 TAMPA RD -tc> MCMULLEN BOOTH RD) 592 CURLEW RD: (MCMULLEN BOOTH RD -to- US 19) 593 CURLEW RD: (US 19 -tc> CR 1 I OMAHA ST) 594 CURLEW RD: (CR 1 I OMAHA ST -to- AL T 19) 604 DIXIEHWY: (ALT US 19 tc>beckettway) 605 DIXIE HWY: (BECKETT WAY -to- PASCO CO UNE) ON 04 sc 2U ON 04 sc 2U SR 12 SA 40 CR 09 SA 60 CR 09 SA 60 CR 09 SA 40 CR 10 SA 60 CR 10 SA 60 CR 10 SA 40 CR 10 NA 40 CR 10 SA 60 SP 11 SA 4U SP 11 SA 2U CR 11 SA 40 CR 11 SA 40 SR 06 SA 20 SR 06 SA 40 LA 07 SA 40 CR 07 SA 60 CL 06 SA 40 OLD 05 NMC 2U SR 12 SA 4U CL 06 SA 2U CL 06 SA 40 CL 06 SA 60 CL 06 NA 40 CL 06 SA 2U CR 03 sc 2U SR 06 SA 30 SR 06 SA 40 SR 06 NA 20 SR 06 SA 40 CR 04 SA 40 CR 03 SA 40 CR 03 SA 2D CR 03 SA 2D SR 11 NA 4G CR 02 NA 40 SR 05 SA 60 SR 06 SA 60 SR 03 SA 40 SR 04 SA 2D CR 01 NC 2U CR 01 NC 2U D T 2, c D T 1, B T 16, , B D T 42,093 2,199 2, D D T 29,619 1,548 2, B D T 29,619 1,548 1, c D T 35,158 1,837 2, B D T 42,093 2,199 2, c D T 19,522 1,020 1, c T 35,158 1,837 3, c D T 35,158 1,837 2, B D T 8, , c D T 6,o c D T 12, , c D T 16, , c D T 15,500 1,472 1, D D.252 3!17 T 15,500 1,472 4, c D T 20,655 1,079 1, c D T 22,193 1,160 2, B D T , c D T 5, , B D T 24,223 1,266 1, D D T 7, c D T 19,669 1,028 1, c D T 19,510 1,019 2, c T 10, , B D T 10, c D T 4, c D T 13,500 1,282 2, D D T 35,500 1,855 1, E D T 13,500 1,282 4, B D T 55,000 2,874 1, F D T 19,264 1,007 1, B D T 13, , B D T 9, c D T 6, B D T 35,158 1,837 3, c D T 40,252 2,103 3, c D T 16, , c D T 35,387 1,849 2, B D T 29,449 1,539 1, B D T 14, c D T 4, , B D T , B

22 N (,.) Juris Plan Fae Road Facility Am Type Type 890 NE COACHMAN RO: (US 19 -to- MCMULLEN BOOTH RD) SR 06 SA 2U 891 NEBRASKA AVE: (ALT 19 -to- BELCHER RO) CR 03 SA 2U 892 NEBRASKA AVE: (BaCHER RO -to- US 19) CR 03 SA NURSERY RO: (US 19 -to- BELCHER RO) CR 06 SMC 2U 899 NURSERY RD: (BELCHER RD -to- KEENE RD) CR 06 SMC 2U 900 NURSERY RD: (KEENE RD -to- HIGHLAND AVE) CR 06 NMC 2U 907 OAKHURST RD: (PARK BLVD -to- WALSINGHAM RD) CR 09 SA 2U 935 PARK BLVD: (US 19 -to- 49TH ST N) SR 10 SA PARK BLVD: (49TH ST N -to- 66TH ST N) SR 10 SA PARK BLVD: (66TH ST N -to-71st ST N I BELCHER RD) CR 10 SA PARK BLVD: (71ST ST N I BELCHER RD -to- STARKEY RO) CR 10 SA PARK BLVD: (STARKEY RD -to- SEMINOLE BLVD) CR 09 SA 6D 940 PARK BLVD: (SEMINOLE BLVD -to- 113TH ST N) CR 09 SA PARK BLVD: (113TH ST N -to-131st ST N) CR 09 SA PARK BLVD: (131ST ST N -to- GULF BLVD) CR 09 SA PARK ST: (22ND AVE N -to-central AVE) CR 11 SA 4D 945- PARK ST: (22NO AVE N -to- BAY PINES BLVD) CR 11 SA PARK ST: (CENTRAL AVE to- PASADENA AVE) SP 11 SA 2U 947 PARK ST: (BAY PINES BLVD -to- PARK BLVD I 74TH AVE) CR 09 SA PASADENA AVE: (SHORE DR -to- 66TH ST N) SR 11 SA PATRICIA AVE: (UNION ST -to- MAIN ST) ON 04 SA PHILUPPE PKWY: (MAIN ST -to- ENTERPRISE RO I CR 102) SH 05 SA 2U 954 PHILUPPE PKWY: (ENTERPRISE RD I CR 102 -to- SR 580) SR 05 SA 2U 959 PINEHURST RD: (MICHIGAN AVE to- SR 580) ON 04 sc 2U 960- PINELLASBAYWAY I SR679: (ANDERSON BLVD to-112 Ml NOFTOLL PLAZA) CR 12 NA 2U 961 PINELLAS BA YWAY I SR 679: (PINELLAS BAYWAY I SR 682 -to- BAHIA DEL MAR BLVD) SR 11 NA 4U 962 PINELLAS BA YWAY I SR 679: (112 Ml N OF TOLL PLAZA to- MADONNA BLVD) SR 12 NA PINELLAS BAYWAY I SR 679: (BAHIA oa MAR BLVD to- MADONNA BLVD) SR 12 NA 2U 964 PINELLAS BAYWAY I SR 682: (DOLPHIN CAY L.N S to- PINELLAS BAYWAY I SR 679) SR 11 SA 4D 965. PINELLAS BAYWAY I SR 682: (PINELLAS BAYWAY I SR 679 -to- BAHIA DEL MAR BLVD) SR 11 NA 4D 966 PINELLAS BAYWAY I SR 682: (BAHIA DEL MAR BLVD -to- GRANADA ST) SR 11 NA 2D 967 PINELLAS BA YWAY I SR 682: (GRANADA ST -to- SR 6991 GULF BLVD) SR 12 SA 4D 968 PINELLASBAYWAY I SR682154TH AVES: (34THST S-to-DOLPHIN CAY ln S) SR 11 NA PINELLAS POINT DR: (34TH ST S -to- 31ST ST S) SP 11 SA PINELLAS POINT OR: (31ST ST S to- ROY HANNA) SP 11 NMC 2U 995 ROSERY RO I POINSETTIA RD: (LAKE AVE -to- MISSOURI AVE) LA 07 SA 2D 997- ROSERY RO I POINSETTIA RD: (CLWTR-LARGO RO -to- MISSOURI AVE) LA 07 SA 2U SAN CHRISTOPHER DR: (PINEHURST RO -to- CR 1) ON 04 SMC 2U 1003 SAN CHRISTOPHER DR: (PINEHURST RD -to- AL T US 19) ON 04 NMC 2U 1006 SAN MARTIN BLVD I PATICA RD NE 183RD AVE NE: (GANDY BLVD -to- 4TH ST N) CR 11 sc SOLON AVE: (CR 1 -to- BELCHER RO) ON 04 SC 2U SR 580: (US 19 -to- MCMULLEN BOOTH RD) SR 06 SA 6D 1022 SR 580: (MCMULLEN BOOTH RD -to- KENDALE DR) SR 06 NA SR 580: (KENDALE DR -to- FOREST LAKES BLVD) SR 05 SA 40 LOS Std Length Signals LOS AADT Volume Physical V:cap Def Fac (mi) Per Mile Meth Capacity Ratio Flag LOS T 14, D T 8, c c D T 15, , B D T 3,m 198 m.346 o B D T 4, B D.m.00 T 4, , B D T 8, c D T 58,500 3,057 2, F D T 47,922 2,504 2, c D T 47,154 2,464 2, c D T 46,809 2,446 2, c D T 46,809 2,446 2, c D T 32,787 1,713 1, F D T 23,427 1,224 1, B D T 14, , D T 15, , D T 20,984 1,096 1, B D.iB 1.37 T 7, B T 26,144 1,366 1, D D T 32,330 1,689 2, c D T 10, D T 10, c D T 10, c D T 6, B D T 4, , B D T 16, , B D T 4, , D T 10, , c D T 30,980 1,619 1, c D T 23,000 1,202 3, D T 23,000 1,202 1, E D T 23,000 1,202 1, c D T 35,500 1,855 5, B D T 10, , c D T 7) , D T 10, c T 10, c D T 7, D D T 4, , B T 3, T 4, B T 36,075 1,885 2, c D T 36,000 1,881 5, B D T 36,439 1,904 1, D