Loading...
HomeMy WebLinkAboutItem J02 J2 BOARD OF COUNTY COMMISSIONERS COUNTY of MONROE Mayor James K.Scholl,District 3 The Florida Keys Mayor Pro Tern Michelle Lincoln,District 2 Craig Cates,District 1 David Rice,District 4 Holly Merrill Raschein,District 5 Board of County Commissioners Meeting September 10, 2025 Agenda Item Number: J2 2023-4402 BULK ITEM: No DEPARTMENT: Planning & Environmental Resources TIME APPROXIMATE: STAFF CONTACT: Devin Tolpin AGENDA ITEM WORDING: Presentation of Study Findings and Report Prepared by AECOM Concerning Trip Generation Characteristics of Gas Stations within Unincorporated Monroe County as Requested by the Monroe County Board of County Commissioners (BOCC) at the BOCC's April 19, 2023, Public Meeting. TIME APPROXIMATE 1:30 P.M. ITEM BACKGROUND: At the April 19, 2023, regular BOCC meeting, during a discussion item regarding potential amendments to the Comprehensive Plan and Land Development Code concerning gas stations (fuel stations), the BOCC directed Planning and Environmental Resources Department professional staff to request AECOM to examine the impacts of new and existing gas stations on roadway congestion. On June 17, 2024, Work Order#3 was approved for AECOM to conduct an assessment of traffic impacts associated with gas stations within unincorporated Monroe County. Please note that Item E. (Schedule) within the Work Order contained a scrivener's error in the completion year and inadvertently referenced the year 2024 as opposed to 2025. The purpose of this report is to document the trip generation rates produced by Convenience Store/Gas Station(s), as outlined in the 1 lth Edition of the Institute of Transportation Engineers ("ITE") Trip Generation Manual and the FDOT Trip Generation Study. In addition, this report aims to document other types of land uses that have similar trip generation rates as compared to those of gas stations and convenience stores. Recommendations per AECOM.- 1. It is suggested that the Monroe County Traffic Report guidelines be reviewed and updated to improve traffic flow and safety in the vicinity of the gas stations: • Update the references to FDOT access management and design guidelines in Section 3.8 to reflect the current guidelines. • Consider adding additional requirements as follows: o Evaluate turning radius for trucks entering/exiting the gas stations to ensure that it is 5548 adequate. o Evaluate internal circulation and queuing to ensure that traffic entering/exiting the gas stations is not interfering with U.S. 1 traffic flow. o Conduct turn-lane warrant analyses and provide dedicated left/right-turn lanes, if needed. o Review existing signing and pavement markings and implement necessary improvements to enhance safety near the gas stations. o Review crash patterns and potential safety issues associated with non-motorized traffic and implement necessary enhancements. 2. The following improvements are suggested to help improve safety at the gas stations reviewed. o Trim vegetation on the west side of U.S. 1 at the Tom Thumb gas station driveway to provide better visibility for eastbound vehicles exiting the gas station. o Trim the vegetation blocking the STOP sign facing eastbound traffic at the Tom Thumb gas station driveway to provide better visibility. o Refurbish faded pavement markings facing eastbound traffic at the Tom Thumb gas station. o Repair shoulder adjacent to southbound U.S. 1 in the vicinity of the Marathon gas station driveway to help turning maneuvers in/out of the gas station. o Trim vegetation on the west side of northbound U.S. 1 at the Mobil gas station driveway to provide better visibility for eastbound vehicles exiting the gas station. o Enhance signing and pavement markings on the connector roadway between northbound and southbound U.S. 1 at the Mobil gas station driveway to enhance traffic safety and operations. The complete report can be found in the attached report. PREVIOUS RELEVANT BOCC ACTION: N/A INSURANCE REQUIRED: No CONTRACT/AGREEMENT CHANGES: N/A STAFF RECOMMENDATION: Acceptance of Report. DOCUMENTATION: Gas Stations t dy_F°i al Report_6-6-25.pdf Scope and Fee—TWO 3—Gas Station Review signed.pdf FINANCIAL IMPACT: Effective Date: 06/17/24 Expiration Date: 0/00/00 Total Dollar Value of Contract: $35,552.22 5549 Total Cost to County: $4,444.03 Current Year Portion: $ Budgeted: yes Source of Funds: 125-50526 (FDOT JPA G21182) CPI: Indirect Costs: Estimated Ongoing Costs Not Included in above dollar amounts: Revenue Producing: If yes, amount: Grant: FDOT JPA G2H82 County Match: 12.5% ($4,444.03) Insurance Required: N/A 5550 ��j��/��j vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvi IIII ' I IIII rMum r / If i I'.uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuu uuuuuuuuuuuuuu VVVVVVVVa. f 1 0— J uuuuuiVV���� V�IY/ !: m umiuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuui iuuuuuuuuuuuuum uui �VVVVUVVVV �� i r VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV r iuI w >w I�I�I�I r y V� u r 1 1 1 1 r/ I I i I u/ilti � li III I iil�iil I I iiiiiiil�l�iiiiiil IIIIIIIIIIIIIIII IIII III I IIIII Illiiiili liliiili IIIII li IIII IIIII iiiiiiiiiii IIIII iiiili Ili % r y If f IIII Ilrr rff uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuu 1 1 1 1 1 1 1 1f fI fI fI I I I v'"""""""""""""""vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv ... ��� uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuum iVVVVVVVVVVVVVVVVVVVVVV@.ggqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqi d N� III III i s� r / / i / i i uuugpppp�uupppp i / / uuuuugpouuuuuum uuuuuuuuuuuuuuulpouuuuuum uuuuuuuuuu uuuuuuuuuu I 777 // ,_,00 YId 0000yyyyo 0000yyyy0000yyy i i I TRIP GENERATION CHARACTERISTICS FOR GAS STATIONS Monroe County, Florida Work Order No. 3 PREPARED FOR Monroe County Department of Planning and Environment Resources PREPARED BY: AECOM 110 East Broward Blvd., Suite 700 Fort Lauderdale, FL 33301 July 2024; Updated June 2025 Trip Generation Characteristics- Convenience Store/Gas Station 5552 Falblle of Contents 1. Introduction.........................................................................................................................................1 2. Daily Trip Generation Rates.............................................................................................................1 3. Other Studies .....................................................................................................................................1 4. Field Reviews.....................................................................................................................................3 5. Left-Turn and Right-Turn Lane Warrant Analysis.......................................................................18 6. Recommendations...........................................................................................................................29 III,,,,,,,list of ,,,,,F I II S Table 1: Daily Trip Rates for Gas Station/Convenience Store and Similar Land Uses...................1 Table 2 — Comparison of FDOT and ITE Trip Rates............................................................................2 Table 3 — Right-Turn Lane Warrants —ADOT.....................................................................................28 Table 4 — Left-Turn Lane Warrants —ADOT........................................................................................29 III,,,,,,,ii st Of I ii a Ire Figure 1 - Location #1: Tom Thumb Gas Station and Food Store................................................................3 Figure 2 - Location #2: Marathon Gas Station..............................................................................................7 Figure 3 - Location #3: Circle K Gas Station...............................................................................................10 Figure 4 - Location #4: Mobil Gas Station...................................................................................................12 Figure 5 - Location #5: Chevron Gas Station..............................................................................................14 Figure 6 - Location #6: 7-Eleven Gas Station.............................................................................................16 Figure 7— Left-Turn Warrant Analysis for Unsignalized Two-Lane Rural Roadways (Source: NCHRP Report745) .................................................................................................................................................19 Figure 8— Left-Turn Warrant Analysis for Unsignalized Four-Lane Rural Roadways (Source: NCHRP Report745) .................................................................................................................................................20 Figure 9— Left-Turn Warrant Analysis for Unsignalized Urban and Suburban Roadways (Source: NCHRP Report745) .................................................................................................................................................20 Figure 10 —Left-Turn Warrant Analysis for Unsignalized Intersections—Alternate Method (Source: NCHRPReport 457) ...................................................................................................................................21 Figure 11 —Right-Turn Warrant Analysis for Unsignalized Driveways/Intersections (Source: NCHRP Report457) .................................................................................................................................................22 Figure 12 —Left/Right-Turn Lane Warrant Analysis Workbook (Source: PennDOT).................................23 Figure 13 —Left-Turn Lane Warrant Analysis—Two Lane Highways and 45 mph Speed.........................24 Figure 14 —Left-Turn Lane Warrant Analysis— Four Lane Undivided Highways.......................................25 Figure 15 —Left-Turn Lane Warrant Analysis— Four Lane Divided Highways...........................................25 Figure 16 —Right-Turn Lane Warrant Analysis—Two Lane Highways and >_45 mph Speed ...................26 Figure 17 —Right-Turn Lane Warrant Analysis—Four Lane Highways and >_45 mph Speed...................27 Trip Generation Characteristics- Convenience Store/Gas Station 5553 1 „ lintiroductiloin The purpose of this report is to document the trip generation rates produced by Convenience Store/Gas Station, as outlined in the 11th Edition of the Institute of Transportation Engineers (ITE) Trip Generation Manual and the FDOT Trip Generation Study. In addition, this report aims to document other types of land uses that have similar trip generation rates as compared to those of gas stations and convenience stores. 2.. If;;; a ii II y Firillp Generation 11::Rates Daily trip rates for Convenience Stores/Gas Stations and other similar land uses are shown in Table 1.As can be seen from this table, the fast-food restaurant, coffee/donut shop and convenience store land uses (LUC 933, 934, 937, 851) appear to generate similar range of trips as compared to gas stations (LUC 945). Gas stations with convenience stores generate daily trips in the range of approximately 115- 1167. The upper range of 1167 trips per day is approximately equal to the upper range of other land uses (e.g. LUC 933, 934, 851). However, the average rates for gas stations are approximately 1.5 times higher as compared to the other land uses in the service category(933, 934,937)and are comparable to the trip generation rates of LUC 851.As part of this study, AECOM contacted the ITE to verify if there are any new trip generation rates for gas stations that are being developed. In response, the ITE mentioned that there are no new rates available at this time. Table 1: Daily Trip Rates for Gas Station/Convenience Store and Similar Land Uses Trip Generation Rates per 1,000 Sq. Ft.(Unless Otherwise Noted) Weekday LUC Land Use Name Average Trip Rate Range of Rates Notes 933 Fast-Food Restaurantw/o Drive-Thru 450.49 95.91- 1,053.57 934 Fast-Food Restaurantw/Drive-Thru 467.48 98.89- 1,137.66 936 Coffee/Donut Shop w/o Drive-Thru 93.08 38.76-255.48 Peak Hour 937 Coffee/Donut Shop w/Drive-Thru 533.57 309.41-869.00 945 Convenience Store/Gas Station 624.2 115.13- 1,167.27 VFP 2-8 945 Convenience Store/Gas Station 700.43 419.93- 1,125 VFP 9-15 945 Convenience Store/Gas Station 1283.38 620.83-2466.48 VFP 16-24 310 Hotel 7.99 5.31-9.53 Per Room 710 General Office Building 10.84 3.27-27.56 820 Shopping Center(>150k) 37.01 17.27-81.53 821 Shopping Plaza (40-150k) 94.49 57.86- 175.32 822 Strip Retail Plaza (<40k) 54.45 47.86-65.07 850 Supermarket 93.84 30.09- 170.24 851 Convenience Store 762.28 325.78- 1,438 912 Drive-in Bank 100.35 32.67-408.42 932 High-Turnover(Sit-Down)Restaurant 107.2 13.04-742.41 *VFP =Vehicle Fueling Positions Trip Generation Characteristics- Convenience Store/Gas Station 5554 1 I Other Studies A trip generation study conducted by the Florida Department of Transportation (FDOT) documented trip generation characteristics of gas stations in Florida. A comparison of trip generation rates for gas stations from FDOT Study and ITE are presented in Table 2. Table 2—Comparison of FDOT and ITE Trip Rates PM Peak of LUC Land Use Name Average Trip Rate Adjacent Street Notes FDOT Study Convenience Market w/Gas Pumps 1,141.59 85.66 NA 945 Convenience Store/Gas Station 624.2 48.48 *VFP 2-8 945 Convenience Store/Gas Station 700.43 54.52 VFP 9-15 *VFP =Vehicle Fueling Positions Trip Generation Characteristics- Convenience Store/Gas Station 2 5555 „ Field 11::Revilews A qualitative assessment of the six gas stations selected for this study was conducted by qualified personnel on August 14, 2024, August 16, 2024 and April 4, 2025 to observe existing conditions during various times. The following is a list of observations. LOCATION #1: Tom Thumb - 97950 Overseas Hi hwa , Ke Lar o FL 33037 14 mmrc rol&�w.imwm al urn"EW Gas 5"ta'tlion ar%A V 1 n� "r�%bJ������J✓�� ,5 s }u r� "w,�” r. yiou�� /�l�'���r uIl i aoV I Figure 1 -Location #1: Tom Thumb Gas Station and Food Store General Observations • The gas station is located in the median and vehicles were observed to use it for U-turns to travel north/south on US 1. • Gas station can be accessed from northbound and southbound US 1. However, no dedicated turn lanes exist (in both NB/SB directions)to access this facility (see Photo 1). • This gas station includes a convenience store/food store (see Photo 2). • There are 15 parking spaces and 12 vehicle fueling positions (VFPs). • Line of sight for eastbound motorists (from the STOP bar position)seems to be obstructed by foliage (see Photo 3). • Pavement markings at the driveway were observed to be faded (see Photo 4). • STOP sign facing eastbound motorists appears to be obstructed by overgrown foliage (see Photo 5). Trip Generation Characteristics- Convenience Store/Gas Station 5556 3 • It should be noted that traffic queues from the gas station did not extend up to US 1. The number of vehicles observed entering the gas station during each observation period are noted below. o August 14, 2024: 15 vehicles in NB direction and 15 vehicles in SIB direction o August 16, 2024: 16 vehicles in NB direction and 19 vehicles in SIB direction o April 4, 2025: 13 vehicles in NB direction and 8 vehicles in SIB direction • Road work on US 1 was observed during the field review(see Photo 4). Sometimes, construction vehicles slowed down traffic flow. • Delivery trucks did not seem to obstruct traffic flow within the gas station area. J' / Photo 1 — No dedicated turn lane into Tom Thumb from NB US 1 a Opo r i f f / / / / i / Jf f / 'I �p Photo 2—View of convenience store/food store at Tom Thumb gas station Trip Generation Characteristics- Convenience Store/Gas Station 4 5557 , i �rw -w-NAIMa° °,Gh >'. b�. " s a S r Photo 3—View for EB motorists exiting Tom Thumb appears to be obstructed by foliage r- r r/ rid/�'r%�j�✓r�J u� r r 1l s; �a Photo 4— Faded pavement markings at Tom Thumb driveway Trip Generation Characteristics- Convenience Store/Gas Station 5558 5 s � U11���1�1��,1���b�Y�l�l11�1111�119JJ1)111111111 �� .:. fr/v/rif iii/ififiii f2 iii�i�����/i/%1//l JJ11 I "- ,,,,, i/iiii/i s a. r a r, rtAa 7 s r i F l 1 jt s F y y Photo 5—View of STOP sign facing EB traffic is restricted by vegetation Trip Generation Characteristics- Convenience Store/Gas Station 5559 6 LOCATION #2: MARATHON GAS - 98210 Overseas Highway, Ke Lar o FL 33037 WTI mr�ik&m w�mn�,w s tt�imx.n��n ��� � :b dY 'Da wMm mttw V!-0ugBm—Y,Key NL.rtam'go %If /// 11 AN Figure 2 -Location #2: Marathon Gas Station General Observations • The gas station is located in the median and some vehicles were observed to use it for U-turns to travel north/south on US 1. • Gas station can be accessed from northbound (see Photo 6) and southbound US 1 (see Photo 7). However, no dedicated turn lanes exist (in both NB/SB directions)to access this facility. • This gas station includes a convenience store with food service and has an active drive through (see Photo 8). • There are 8 VFPs (see Photo 9). • Traffic queues from the gas station did not interfere with US 1 traffic. The number of vehicles observed entering the gas station during each observation period are noted below. o August 14, 2024 (AM peak): 6 vehicles in NB direction and 4 vehicles in SB direction o August 14, 2024 (Afternoon peak): 5 vehicles in NB direction and 8 vehicles in SB direction o August 16, 2024: 19 vehicles in NB direction and 9 vehicles in SB direction o April 4, 2025: 8 vehicles in NB direction and 10 vehicles in SB direction • Delivery trucks did not seem to obstruct traffic within the gas station area. Trip Generation Characteristics- Convenience Store/Gas Station 5560 7 k56 ✓ `" :'"�Px�� � w tlai /irvP �t err t, P '�alhyf a v yr Photo 6—View of gas station access from US 1 Northbound t, -ii�� '�(f�Y ` ''�r�J��P��ff/i�'tv/!;' r%rms .,, .,,i///iir„/T g�'Y�',''� v���hv y��//��//I%�////`%/I/����������/�`���' lll�✓"�1�1.� vi7iY,�;,, �A^�Y,�r✓l �y � l,,t",,,� „t,�,,i„ ,,�/4 U ��nir��r����,�/�1�����1'���n�� l�, ri a�llif " ✓l�� l`, �� Vv/��ie-�/�i f r,����rr� r t�,l,�� pVv�v r,�l/��r„u �q � �� � �I �+I „f, w �r��� ,)� � ���,r,u�I �� /; ' r7 wjl rr.�,,�'r` /�� � �� fir✓ � �r, ,4•x" � -,� .��� �.. �, �P/ �R�. ail ,>(,,, J �. ,i. ,", r., IV .,r� C ,�1-, R✓.=✓a".�v�$��N%,i� �,,,,. -"7"r�Y .,iy, J�, rr fi1,'� .�.�,` ✓i�,,;' Ur/r v' ,i. 1� i, ',.f- r f ry ar i ;�.,.v , r, a �� ,vvv � y�y+' ���'���������°if��i� ,�✓ r lrv�a ��Y�` ��i �i�l �,�{ ,��� � � �P�r l �M. (��fw�;Y�r"� �o� ¢',vt,�� Photo 7—View of gas station access from US 1 Southbound Trip Generation Characteristics- Convenience Store/Gas Station 5561 8 �� �ii//rii/i //// /ii///����j ,WTI;� y//i✓ ' II / IJ I I Photo 8—View of Drive-Thru at Marathon gas station WIN . ICI i �����gtlllvlYumpi'� %�U!!n� �Y�Y�IGIYI� � ,,✓>: . N I / /"D �I 4 flYNYIIIId/IIIf7iTf »� w r HH a4 ; 1 II IiIli111111iIIIIIIIN��lll11 itlilN II� m Ff f y � f +^��+i I � 4 fLAi, o'��a�uuNwWYY..., ,,., f ,,,,✓ri Photo 9—View of gas pumps at Marathon gas station Trip Generation Characteristics- Convenience Store/Gas Station 5562 9 LOCATION #3 : CIRCLE K - 99810 Overseas Highway, Key Largo FL 33037 o I III, II I III+ II I rn %%��+�r � ����� � �✓!fir C�� �' � // I</////iw�„� /r/����� �;/�a ��/� / //J/��ir/%i' Ir'%'1 -r li � � .. ��, ➢17,In11�I�1�//�����I������Gr �jA�����i, �� ��%�' 'n J�/ l/r ��y�`�uVO .� y�� luw✓ � �; �, west f� �` /����i n' / r , Figure 3 -Location #3: Circle K Gas Station General Observations • The gas station is located on the right side of northbound US 1. • This gas station can be accessed through Ocean Drive and Sunset Boulevard. • There is a dedicated left-turn lane in the southbound direction to access this gas station. • This gas station includes a convenience store and a car wash facility(see Photo 10). • There are 15 parking spaces and 10 VFPs (see Photo 11). • Traffic queues from the gas station did not interfere with US 1 traffic. The number of vehicles observed entering the gas station during each observation period are noted below. o August 14, 2024: 15 vehicles in NB direction and 21 vehicles in SB direction o August 16, 2024: 20 vehicles in NB direction and 11 vehicles in SB direction o April 4, 2025: 20 vehicles in NB direction and 16 vehicles in SB direction Trip Generation Characteristics- Convenience Store/Gas Station 5563 10 ff , i rrr/ rrriir /i i ;�%%'/////l//iiiG�� /�m���(hbl((tPf1{O�PIDfjj�IJJIIJIJJ'l'�iK���ir'///I�yP,�lIIr11D1J�J111 , r1v,, �l, ////,�///�/ ,,/� �,✓,,r jai i // ,`///o/i�,/,/, r v��G/////off r Photo 10—View of a convenience store and car wash at Circle K gas station �j f tr/ /�r•.'>l�J��l/' /r>l(Illr��rak � �r" r/rrri/%/iiii�r�n/��Sri- o/ f� '1/�' �� �� ,%/ Photo 11 —View of gas pumps at Circle K gas station Trip Generation Characteristics- Convenience Store/Gas Station 5564 11 LOCATION #4: Mobil - 92439 Overseas Highway, Tavernier FL 33037 Location Mobil ,924,39 Overseas Hiugh'vrway, Ti,awerrmier N If II�1�1'�i Yiv' /i Iu a , Y'Ar / /r Figure 4- Location #4: Mobil Gas Station General Observations • The gas station is located in the median and some vehicles were observed to use the gas station to make U-turns to travel north/south on US 1. • Gas station can be accessed from northbound and southbound US 1. • There is a dedicated left-turn lane in the southbound direction but does not exist in the northbound direction. • This gas station includes a convenience store. Dairy Queen fast food restaurant is located just north of the gas station. • There are 15 parking spaces and 8 VFPs (see Photo 12). • Traffic queues from the gas station did not interfere with US 1 traffic. The number of vehicles that entered the gas station during each observation period are noted below. o August 14, 2024: 11 vehicles in NB direction and 13 vehicles in SB direction o August 16, 2024: 10 vehicles in NB direction and 17 vehicles in SB direction o April 4, 2025: 32 vehicles in NB direction and 12 vehicles in SB direction • The line of sight for eastbound motorists (exiting the gas station)of northbound vehicles may be restricted due to a horizontal curve, roadside landscaping and parked vehicles along US 1 (see Photo 13). Trip Generation Characteristics- Convenience Store/Gas Station 5565 12 • There are no STOP signs and One-Way signs at some driveways within the gas station. 11 'iir V w i i I r/ ,� /���r � /�/�//r�, / ..r��/ �/iir/���r�,r✓/ 4,�„ ...,. i / r/���if,/ //�f%//�,i� ��i�/i��j/� r��///%l/I 1f�/i �rr,✓ii f�r��/ �, �/�� Photo 12—View of gas pumps at Mobil gas station / / / i 1 r� r r J � r r / / / / s / ,r � , r /err or / r r / r r rJ / / r / f �r1 ! D/ / i rrrrrr r is a r / i r i I OEM/i ME, �6N i ( ik n Photo 13 —View of NB traffic for EB motorists exiting the Mobil gas station Trip Generation Characteristics- Convenience Store/Gas Station 5566 13 LOCATION #5: Chevron - 91860 Overseas Highway, Tavernier FL 33037 ipglP I ii r r f u w o / I Figure 5- Location #5: Chevron Gas Station General Observations • The gas station is located on the right side of southbound US 1. • Gas station can be accessed from southbound US 1 as well as Tavernier Street. • No dedicated turn lanes exist to access this facility from US 1 (see Photo 14). • This gas station includes a convenience store and has an active drive through. • There are 10 parking spaces and 8 VFPs (see Photo 15). • Traffic queues from the gas station did not interfere with US 1 traffic. The number of vehicles that entered the gas station during each observation period are noted below. o August 14, 2024: 12 vehicles in NB direction and 21 vehicles in SB direction o August 16, 2024: 14 vehicles in NB direction and 11 vehicles in SB direction o April 4, 2025: 10 vehicles in NB direction and 20 vehicles in SB direction • Some vehicles with boat trailers were observed to occupy two pumps at a time. • Delivery trucks did not seem to obstruct traffic or parking within the gas station area. Trip Generation Characteristics- Convenience Store/Gas Station 5567 14 �r r vll�lY%Irll /!i% Photo 14— No dedicated turn lane exists on SB US 1 to access Chevron gas station 1 r P>I IV I'fi I��II �I r f r 1IFF /D/ / Photo 15—View of gas pumps at the Chevron gas station Trip Generation Characteristics- Convenience Store/Gas Station 5568 15 LOCATION #6: 7-Eleven - 90270 Overseas Highway, Tavernier FL 33037 rr� �� ��lluuv% ,y I Ili r�Y ^�,,. (I !UW✓'V ���r�/i'" r'�� � J a'ryrye� „r 1 rlr4r941NY✓y, V -;"wN' � //��, � ! rr/ iini J 'i /i////i///,////! iii///// p Ir/ r Y k" r'� °' ' „�I✓////�.I �!i"`' . . �J�r�R��r.�ww�'r r ¢ /��;m� ^ � ..,.w'^'� Figure 6 -Location #6: 7-Eleven Gas Station General Observations • The gas station is located on the right side of southbound US 1. • Gas station can be accessed from Palm Avenue and northbound/southbound US 1. • There is a dedicated left-turn lane in the northbound direction to access this facility, but not in the southbound direction (see Photo 16). • This gas station includes a convenience store. • There are 15 parking spaces and 12 VFPs (see Photo 17). • Traffic queues from the gas station did not interfere with US 1 traffic. The number of vehicles that entered the gas station during each observation period are noted below. o August 14, 2024 (11 am-12 pm): 15 vehicles in NB direction and 20 vehicles in SB direction o August 16, 2024 (7:30-8:30 am): 7 vehicles in NB direction and 8 vehicles in SB direction o April 4, 2025 (7—8 am): 7 vehicles in NB direction and 15 vehicles in SB direction • Delivery trucks did not seem to obstruct traffic or parking within the gas station area. Trip Generation Characteristics- Convenience Store/Gas Station 5569 16 �j. r ��lJ /v r Photo 16— No dedicated turn lane onto 7-Eleven from SB US 1 Y r �,rrl,nvl�rxrr�// v r r / o / /Jr/ , ,,, r,,✓, / rr if// ri // r r�%i, �//;,//ii/ r,, ��i� /�iii�,. �///,,;, .,xrv, ,,/ G ....� , / i //,,.,......., Gi ri/ ,.. ,,,riiii :, /////. ,,,.:/ /i/, //for//////, a,///, i��r, ,✓�/////, ./:rr// :� ,,; dJl, ... /�/ „Cr✓ /// :.. r�i„err,%/// //�.r �r��, /r ,//�,o%���� / // Photo 17—View of gas pumps at the 7-Eleven gas station Trip Generation Characteristics- Convenience Store/Gas Station 5570 17 5. II,,,,,,eft..........FUirin and If: li Iht,,,,....F Uirirn II,,,,,,ane Warrant Anallyslis A literature review was conducted to identify guidelines for turn-lane warrant analysis. The following is a summary of guidelines from three different sources, which can be used to determine if turn lanes are needed. 1. FDOT Multimodal Access Management Guidebook Based on the FDOT Multimodal Access Management Guidebook, Section 6.3.1, "exclusive left-turn lanes should be considered at any location serving the public, especially on curves and where speeds are in excess of 45 mph." FDOT Multimodal Access Management Guidebook, Section 6.3.2, provides guidelines for conducting left- turn lane warrant analysis. These guidelines are based on the NCHRP Report 745 titled "Left-Turn Accommodations at Unsignalized Intersections." This report provides guidance for the selection and design of left-turn lanes at unsignalized intersections. Factors such as the approach and left-turn volumes, number of intersection approaches and functional classification are used to determine if a left-turn lane is warranted. See Figures 7 to 9 for details. Alternatively, the left-turn warrants based on NCHRP Report 457 (see Figure 10)can also be used if appropriate for local conditions. Engineering judgment should be used when deciding between the NCHRP 745, and NCHRP 457 guidelines. Based on the FDOT Multimodal Access Management Guidebook, Section 6.2, "exclusive right-turn lanes are useful where a combination of high roadway speeds, and high right-turn volumes into a driveway are expected. Congestion on the roadway may also be a good reason to use an exclusive right-turn lane. It is also important to consider potential pedestrian conflicts since the addition of a right-turn lane increases the crossing distance, time, and exposure for pedestrians. The FDOT Multimodal Access Management Guidebook, Section 6.2.1, provides guidelines for conducting right-turn lane warrant analysis. These guidelines are based on the NCHRP Report 457 titled "Evaluating Intersection Improvements: An Engineering Study Guide, Chapter 2—Add a Right-Turn Bay on the Major Road."The approach volumes, right-turn volumes, major road operating speed and roadway classification are used to determine if a right-turn lane is warranted. See Figure 11 for details. Here are some additional situations when adding an exclusive right-turn lane may be required: • Facilities having a high volume of buses, trucks, or trailers (2 or 3 per hour) • Poor internal site design of a driveway facility causing potential backups in the through lanes • Heavier than normal peak flows on the main roadway • Very high operating speeds (such as 55 mph or above) and in rural locations where turns are not expected by through drivers • Highways with curves or hills where sight distance is impacted • Gated entrances • Crash experience, especially rear end collisions Trip Generation Characteristics- Convenience Store/Gas Station 5571 18 • Intersections or driveways just after signalized intersections where acceleration or driver expectancy would make a separate right-turn lane desirable • Severe skewed angle of intersection requiring right-turn vehicle to slow greatly 2. PennDOT Excel-based workbook The PennDOT developed an Excel-based workbook (see Figure 12) based on the guidance provided in Chapter 11 of the PennDOT Traffic Engineering Manual (Publication 46). This workbook uses the advance, opposing, and left-turn and right-turn volumes, roadway classification and speed to determine whether a left-turn/right-turn lane is warranted at an unsignalized or signalized intersection (see Figures 13 to 17). 3. ADOT Traffic Guidelines and Processes The ADOT Traffic Guidelines and Processes Guidebook, Section 245, offers guidance to determine if dedicated left or right turn lanes are needed on state routes. The primary determining factors to warrant an exclusive turn lane shall be: (a)the combination of through traffic volume and turning traffic volume, (b)the posted roadway speed, and (c)the number of through lanes on the roadway. Based on the above- mentioned factors, the minimum peak hour turn traffic volume needed to meet the warrants is provided in Tables 3 and 4. Other factors that should be taken into consideration when performing a warrant study are:shoulder width, percentage of trucks,sight distance, highway grade, horizontal and vertical curvature and crash history. 25 25- 20 A 2'01 TT Left-Turn Leas �. tt anna r rn C Warranted w 'tau ranttd 15 u 101- u Warrantod Bypass Lane E Lieftlton Traaatrnent �y, Laft-"tuvururo Tratanurt Nolt W arrarled Not Warranted 1 N 12, 1 too 1510 200 250 01 510 100 150 200 250 Major t ighway Voilume(vefa/h(In) Maijolir Hiia ihway llolumo)vehihi'lra) (a)Three-Leg lnterse icns (I ) Four-Leg Intersections Figure 7—Left-Turn Warrant Analysis for Unsignalized Two-Lane Rural Roadways (Source:NCHRP Report 745) Trip Generation Characteristics- Convenience Store/Gas Station 5572 19 5 - Left-Turn ILane 0 Litt-°rurrrr Lane rrr°rarat:eu� E 1 1� arafanttKt 1 t Left-'Tuu°rti Tretrrrerut -01 t. tt•"I arras"1"retmrxrtrt Nol Warranled NW,Warranted Major Highway Volume jveh/htlln Major Highway Volume(veh/1111rl) (a)-Three-Le p IInterseclua s, ( ) Four-I.eg IInteirsec6o ' Figure 8—Left-Turn Warrant Analysis for Unsignalized Four-Lane Rural Roadways (Source:NCHRP Report 745) ao ,,,. art 45 4 5 40 40 1iY t rrrt t irrru IL.rmromu 35 t rrtt t uwrb Lane 2 , 2 Mtr�rrntrurt� o 20 Nt t Warm t dum rrt 15 10 ,. rt Left'turn'Peati neat Not Warr rat rt 00 1010l 'q o DO 250 WO '50 400 45510 0 50 rout 150 200 2,50 ,i11� 350 400 4.50 Major Arterial Volume(veh/h) Major Arterial Voliumie(veh/ i) (a� Three.Te intersections ( ), Four-LegIntersections Figure 9—Left-Turn Warrant Analysis for Unsignalized Urban and Suburban Roadways (Source:NCHRP Report 745) Trip Generation Characteristics- Convenience Store/Gas Station 5573 20 !na an! d. A"I Yarotplw,W 1wra�YLemnm Fkruad e.1Nbt4 ktnh(66rrnp1°u) FOO �, 700 ar�pa�nr�5acnatuen ,,, e,a�llri ueervac;rtiT-"� 4't ? P ari°er�ed, mire nderd. dap kl'G°d4AP V°I.$iYrv'd °1 M wl furrls nV, 4,00 rrwyo�, 4h 0 � ' rrrn 200 (wt� nn �4 1C1fl1�(1 Iv�w5�8rru�,wni� T"� iY1�VW h rrP�rG@e .,.,..�. n�RE' en' n5 . 0 ......,, ,,,,.,.,:��.�.,.�......... ......, 0 1, .. ..... Advanding golurm,(VA),Vehill Advancing Volun A)i,velh/h 00 ----— ... N°Aw Man V, Amwu vot0i(dastied m ),as W t Imurrrrw Wne m nd NxireRy rl au5n5�r 5 r hfP9,!�N(3t�YPY{�RY) war rXtiWoM5d'unPiss trio G14'N'JmINCr/11ig'W`%Idil"%7,'"y(V,, Iil Um's'yNrry dM1^(tom o�4 rw"' '100 I. � Y91dwVreyu r�r�oy�kglf k eXGe mdDD V01 Ali(V` w 4O0 ret'O'Prr), 600, Fro ar_q ea 5 eat-tue us a7 V �me Ui udiMd rat erfi 600 Left-turn a ;rein 0C15, it9951 a , t as ------------ "tl 0ff ao w 5nervnaau. ' i arcGre 9( i0o, riaatrre t 4J W500Advancing Volume(Vj,vehlb j mcrarsearwantrwe "0 . Left-Turn Vol urne(Vj,vehfhi &tip Figure 10—Left-Turn Warrant Analysis for Unsignalized Intersections—Alternate Method(Source: NCHRP Report 457) Trip Generation Characteristics- Convenience Store/Gas Station 5574 21 140, Two-Lane 120, Major-road speed - ( 0 mph) 10,0 Add right-t 5 ' ) 40 20 ( ) , 4,00 6,00 8100 1000 120,0 Major-Road dI lunm , (one direction), veh./h 1140 Fiur Lane Roadway 1120 Major-road speed °= (4,0 mph) 1010 Add right-turm 80 ( 5 '5 '60 . 55 40 w� 0 cc MaJor-Road Volume, (,one dliir ti n),, elh/h, Figure 11—Right-Turn Warrant Analysis for Unsignalized Driveways/Intersections (Source:NCHRP Report 457) Trip Generation Characteristics- Convenience Store/Gas Station 22 5575 Tulrmm Lane MMWarramnwt and LengIgh Arlan sits 'wkbook STMr OV I"TI IMII ANIDANALTSIS INFORMATION IrM or4c^11 'a*ku u.rsT wonrre'tl'warvo mfro awwah+r5hurtau ik I d i hCrQ ;uw.roAmr, olmr Oo,t'.:rr,urrrt, �Caawaueaww9 CfrTr, f:lll' &�rrcarlmIDL:ftl'IN m uxrrvxkaLPiL Lllekn.kk I L' LBrrreeind 1L4r W u rmn�add'hmkmAwm+r Mnuuaim� IIY OCfill V m uY'iiY<uu hllfi mxaO.A Applt rkh KU III I.Opwf OrdHmf,'11 1�A laou,p ra rR'kip al USMa 1601.opri 3h ,wnmu�pha N J: ,nfd u H Im II Fk 16M,of Opp-cm Lev— I IYw,.wag.ttaww,.r, ANN K"A u XkwY&d um lLltindxkrow9lHwh.,a My l iorr Res kN,,a; I�a ^Idwmm4',ursn,utlr, waw i,wrwa9 a Ild LhI.lk�IhfR: rk.... ryi ad ormm rw I'�Lriad Sker dLlmmal ew,wuu�u, IN,JO ank IIu11 ,mlphl lw.wr Laaak 14rvnRw<wm A,.. kd�.Il w�w,uarw VONLt1ME,CNhIL ULA MONI Lana Tam IL:mnm,Volume aDWedaflam: Fft,.11.111 IIw pLu.Yv'r yob. wa '!uL Y"—he IPUY Pk ft" M& 110O's el"Vr mm Y ad o uflwm,. ul -a,wmw111 hum, kar:ks RYA mm:m m im qn,.x 10 01 Ar LUIPoN k u- l— Vo :.awRn 'rca nV n401% 0 atl llnu,aAh 1119C 110(rnk CNE NdpyWiv4 o-wrca i6V c"01% 0 %u R Yu-.w,mxBxrammvLk kakoLwA,avr. 0r1N kt ICI M',Tion;LA rw walmakraraa CunrniflM�ans hkreavawrc�uoxrtn me�eLucYnu"� vcWarerwn '!u;'I",vvLa im�"�v :.awRn �'rca i6V n4!1i�nb I�„GUk oueanu�, IIf ra,wmWu 10 ..a!1 m�, I„GUk av9 mmalr kauY ww &Ar N k1im VG "01% IPA,k Ilnlm hd lwefi W'ubvnvk. nA�ml. TdlllRN I LMANE MNWVpAMMMMiMWId T IFNMgMMMIUN LM,Tufn Lana WaffukF'ln&. mugm Turn Lane" rWI1FIndF Ascwliwa�l(V�w Wjrm,aifmm Wipes— �N,�'1�R A,ppti.%,AUhu 4 A,A &..I hN... IIA,f" Wd—'wel M.I?::, 0f 41 R N I Lr11nNIE IILEN TH CALCULATIOM, Iran rs a d.xoreuexmtl, �'rwuJwxm�' iunr ks ntlww uP 1 rank mdam«, Lm1 Cm hw o IM rmu J we„u rrsdmy v,—, 6"rr`hmS:M n ttlarum YLI names nl+ 'w'- 4-,*Cnu p z�0.ldattkaMnrrb"'.am::Lroz� Nr, ,mmfrCtk'L•hWcaxiiwan rra,EefiLk lz 'S.�affi MrA-M An-�n'A 'fryrypxr sul"'Ih,wrkNr.1.",m.rrmmwB @'�m,®;Ilesnemam,tl�®mnau. pk,m, Y.mu'r li laM,'n Xtlf 0.,rtu W,'o 'a'Pk'lT ra war iR, PN da'Y'� 114 a a MC I IN d'N 4: APmirlmewwrdua iR, C I% 1 A—c I U Lull lurnLafl.TV6-9.L...Wlh,L..d iu..0.: ILIA 1.w fi.quil.d L,mrk rur.V7...°ILIA ArypW Lsan C'ft: 2M NO �ra d hTiCumra 11l nr�L l nmrl'r rar meSaWtlNummd(;rtamn rmxuawtl n,b knualnkfwtlamrta!, pianIM ylvinis ". I :&I ,. Figure 12— Left/Right-Turn Lane Warrant Analysis Workbook (Source: PennDOT) Trip Generation Characteristics- Convenience Store/Gas Station 5576 23 9DD < Boo » 700 . < LP _6DD . 111-MmAled � CL $ D ¢ TD . \ k 0 3DO ` ` . » ^ 2Do © \ . . . IDO ^ 0 MO 0 ............................... 0 200 400 600 mo 1000 12$0 1400 1600 Advancing bme(VPH) Figure 13—Left-Turn Lane Warrant Analysis—Two Lane Highways and 4 mph Speed Tip Generation Characteristics- Convenience ko e Gas Station 24 5577 2000 1800 1600 1400 1200 E 6 1000 7 c BOO a d] 600 400 200 0b 0 200 400 600 BOO 1000 1200 1400 116011 Advancing Volume(VPH) Figure 14— Left-Turn Lane Warrant Analysis— Four Lane Undivided Highways 2000 1800 1600 1400 a C 1200 E 6 1000inaided c BOO 0 a 0 6DO 400 200 jq d q 0 500 1000 15,00 2000 2500, Advancing Volume(VPH) Figure 15— Left-Turn Lane Warrant Analysis— Four Lane Divided Highways Trip Generation Characteristics- Convenience Store/Gas Station 5578 25 120 1100 80 CL U, Right Turn ILane Wairradnte 60 E 40 Right Turn 2 Warranted 0 200 3,00 400 500 600 700 9DO 1000 111100 1200 AdvandiingVoluime lincluding Right Turns(V'PH) Figure 16—Right-Turn Lane Warrant Analysis —Two Lane Highways and >_ 45 mph Speed Trip Generation Characteristics- Convenience Store/Gas Station 5579 26 160 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 140 120 I boo 2� Right Turn,Lane / A2m« d / 'go < 7 � / o0 f . Rij mom 40 Lz ne Not me 20 0 . q. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 250 500 750 1000 1250 1500 1750 Advancing Voumeincluding Right Turns,(VP ) Figure 17—Right-Turn Lane Warrant Analysis —Four Lane Highways and >4 mph Speed Tip Generation Characteristics- Convenience Store Gas Station 5580 27 Table 3— Right-Turn Lane Warrants—ADOT Minimum Peak Hour Right-turn Traffic Volume Peak Hour # of thru lanes per direction Traffic Volume oil the 1 2 3 Highway in Advancing, Direction < 45 MPH 45 MPH < 45 AIPH 45 AIPH Posted Posted Posted Posted All peels Speed Speed Speed Speed < 200 ............... ........................................................................................................................................................................ 201 - 300 30 - .................................................................................................................................................................................. ............................................................ 301 - 400 19 55 401 - 500 85 14 30 501 - 600 5 12 140 25 ....................................................................................................... ........................................................ . ............................................................................................................................................................................................................................................................................................................................................ 6,01 - 700 27 9 18 701 - 800 20 53 15 01 - 900 12 7 40 12 go I - 10110 9 6 30 11 - 1001 - 1100 8 5 23 9 18 1101 - 1200 7 5 18 8 16 .................................... -------------------------------------- .............................................................. 1201 - 1300 6 4 14 8 15 1301 - 1400 6 4 11 6 12 ........................ .................................................................................................................................................................................................................................................................. 1400+ 5 3 6 10 .............................................................................................................................I........................................................................................................................................................................................................................................................................................ Trip Generation Characteristics- Convenience Store/Gas Station 5581 28 Table 4— Left-Turn Lane Warrants—ADOT Minimum Peak Hour Left-turn Traffic Volume Peak Hour of tlmm uu lanes per direction Traffic Volume on 1 2 lm Highway imu. (Undivided)* Advancing 45 MPH > 45 MPH < 45, MPH 45 MPH Direction Posted Posted Posted Posted 'peel Speed Speed peed 1. - _ 01 - 300 12 1.2 4 301 - 400 12 1. 01. - 1000, 12 12 1 *On non-freeway divided high-ways, left-turn or U-turn, lanes, should be provided at median breaks. Irn CII Ll S Ii I SCIf: C lrTi liTi Irn li Ir s As discussed in Section 2, daily trip generation rates obtained from the ITE Trip Generation Manual for convenience stores/gas stations and similar land uses were compared. This comparison indicates that the fast- food restaurant, coffee/donut shop and convenience store land uses (LUC 933, 934, 937, 851)appear to generate similar range of trips as compared to gas stations (LUC 945). However, the average rates for gas stations are approximately 1.5 times higher as compared to the other land uses in the service category (LUC 933, 934,937) and are comparable to the trip generation rates for LUC 851. Based on the information collected and reviewed as part of this study, it is suggested that consideration be given to implementing the following improvements to enhance traffic flow in the vicinity of gas stations: Recommendations 1. It is suggested that the Monroe County Traffic Report guidelines be reviewed and updated to improve traffic flow and safety in the vicinity of the gas stations: Trip Generation Characteristics- Convenience Store/Gas Station 5582 29 o Update the references to FDOT access management and design guidelines in Section 3.8 to reflect the current guidelines. o Consider adding additional requirements as follows: ■ Evaluate turning radius for trucks entering/exiting the gas stations to ensure that it is adequate. ■ Evaluate internal circulation and queuing to ensure that traffic entering/exiting the gas stations is not interfering with US 1 traffic flow. ■ Conduct turn-lane warrant analyses and provide dedicated left/right-turn lanes, if needed. ■ Review existing signing and pavement markings and implement necessary improvements to enhance safety near the gas stations. ■ Review crash patterns and potential safety issues associated with non-motorized traffic and implement necessary enhancements. 2. The following improvements are suggested to help improve safety at the gas stations reviewed. • Trim vegetation on the west side of US 1 at the Tom Thumb gas station driveway to provide better visibility for eastbound vehicles exiting the gas station. • Trim the vegetation blocking the STOP sign facing eastbound traffic at the Tom Thumb gas station driveway to provide better visibility. • Refurbish faded pavement markings facing eastbound traffic at the Tom Thumb gas station. • Repair shoulder adjacent to southbound US 1 in the vicinity of the Marathon gas station driveway to help turning maneuvers in/out of the gas station. • Trim vegetation on the west side of northbound US 1 at the Mobil gas station driveway to provide better visibility for eastbound vehicles exiting the gas station. • Enhance signing and pavement markings on the connector roadway between northbound and southbound US 1 at the Mobil gas station driveway to enhance traffic safety and operations. Trip Generation Characteristics- Convenience Store/Gas Station 5583 30 Assessment of Traffic Impacts Associated with Gas Stations SCOPE OF SERVICES FOR WORK ORDER NO. 3 Assessment of Traffic Impacts Associated with Gas Stations Monroe County, Florida A. INTRODUCTION The Monroe County Planning Department requested that a Traffic Study be conducted to assess potential traffic impacts associated with gas stations. The following is a list of tasks included in the scope of services. Any task that is not listed below will be considered out of scope. B. SCOPE OF SERVICES Tasks 1 to 5: Data Collection The Consultant will contact ITE regarding new trip generation rates associated with various types of gas stations. The Consultant will review FDOT Trip Generation Report regarding gas stations/ convenient stores and identify any relevant information. The Consultant will review the ITE Trip Generation Manual and compare trip generation rates for gas stations with similar developments and prepare a comparison table. The Consultant will conduct a field review (1-2 hours) at each of the following six gas stations located in Monroe County to observe traffic flow, queuing, and circulation. 1. Tom Thumb, 97950 Overseas Highway, Key Largo, FL 33037 2. Marathon, 98210 Overseas Highway, Key Largo, FL 33037 3. Circle K, 99810 Overseas Highway, Key Largo, FL 33037 4. Mobil, 92439 Overseas Hwy, Tavernier, FL 33070 5. Chevron, 91860 Overseas Hwy, Tavernier, FL 33070 6. 7-Eleven, 90270 Overseas Highway, Tavernier, FL 33070 Tasks 6 to 10: Technical Memorandum The Consultant will conduct a literature review regarding turn lane requirements, including the FDOT Access Management Handbook. The study findings will be summarized in a Technical Memorandum. In addition, potential high-level recommendations will be developed based on the findings of the tasks listed above. Page 1 of 3 5584 Assessment of Traffic Impacts Associated with Gas Stations Deliverables The Consultant shall prepare a draft technical memorandum and submit to the County Planning Department for review. Upon receipt of the review comments from the County Planning Department, the Consultant will prepare the final technical memorandum and submit it to the County Planning Department in Adobe Acrobat (PDF) format. Task 11: BOCC Meeting The Consultant shall prepare a presentation and present the study findings to BOCC. C. Project Management Purpose The purpose of this task to perform all project management related activities that are required as part of this study. Activities Project Management will include the overall management of this study, including project staffing, scheduling work activities, coordinating with Monroe County PM, attendance at project meetings, and QA/QC reviews of project deliverables. Project Schedule Project schedule will be developed and submitted to the County Project Manager for review and approval. The monthly progress reports will include updates to the original project schedule. Progress Reports Project progress reports will be prepared and submitted to the county on a monthly basis. The progress report will discuss work accomplished during the preceding month, work projected for the following month, and potential project issues and associated impacts to the project schedule or budget. Deliverables Monthly Progress Reports and Invoices D. Compensation for Services The Consultant shall be paid a lump-sum amount of $35,552.22, invoiced monthly as percent complete, consistent with progress reports. The staff-hour estimates and the corresponding costs are based on the Professional Services Agreement between Monroe County and AECOM executed on April 25, 2023. E. Schedule The field work shall be completed by June 30, 2024. The Draft Technical Memorandum shall be submitted to the County Planning Department by July 31, 2024. The Final Technical Memorandum shall be submitted within 14 days of receiving review comments from the County Planning Department. Acceptance and approval of this Work Order by both parties by signatories below constitute authorization for the Consultant to proceed. Page 2 of 3 5585 Assessment of Traffic Impacts Associated with Gas Stations ACCEPTED AND APPROVED ACCEPTED AND APPROVED Monroe County AECOM Technical Services, Inc. ( (Sig ature) ( gna re) Kevin Wilson, Acting County Administrator M. Janet Everett/Vice President (Name & Title) (Name & Title) 06.17.2024 APPROVED AS TO FORM MONROE COUNTY ATTORNEY Belly Dugan°m,.zo,o,o,zoz;z 140 KELLY DUGAN ASSISTANT COUNTY ATTORNEY Page 3 of 3 5586 e CDA A CDA e w c e A e = AN \ 0 o w a ;T o w w m - o w n & a a & e a w e e e a a 6 w ' a w & 7 9 2 % \ % / g $ q / \ $ 2 $ / L 00 N + M % % f e a e / \ (.0 / / © 2 ~ \ (D % / § ƒ 0 0 0 o c c \ a o 00 \ / \ § [ o CL a E3 � d m a = e G It It o \ n 2 0 .g m a % r b \ % 5 9 LO CV) o / 'e o [ E A % O \ ƒ U) 2 kc / § 3 � m •/ R _ » 0 0 ƒ = o a CID CID # # N a = y Cl) 2 § / \ M / \ LU 2 ) - m o � - u R - � o0 toll o 2 EO E § L 0 2 < J § CL r � E E 2 0 § J C 0 a / W / 2 / E ® m § / 2 R \ 0 70 \ G \ 7 G m cn ƒ 2 0 / - 0 0 - J g $ 07 m 00 t 9 \ _ ® e = o \ % 2 % $ 0 R ) _ \ R [ > ƒ ƒ ( j / - m 0 a) e e § o � § / E / ¢ S In ? R m R : 2 E @ E § _ ° @ $ c 2 0 @ w c o R I @ 0 m 2 \ a m G = £ \ m I m = \ m 2 E \ 7 k § & \ \ / ® - _ 0- 0- d) 0 \ 0 0 W @ 2 $ 7 e o @ @ \ 2 I G � G G � I < ± 7 O I I m k \ a m # o o 1- = m CD / R 5587