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Home My WebLink AboutApplication & Supporting DocumentsFirst Name: Email: City ofMni Planning Departrent eai & Office ofZonbg tmpJ/www.rnasnigov.com'p1ami g letp://www.niarrigoy,corMzoting ing E-i colanmCwnianygov,com Planning (305) 416-1400 Zoning (305) 416-1495 Exeeplion Application SUBMIT INFORM :&TION Bcn Last Nacre: bfernaodez@biaaninglaw,com First Name: Kimberly Corporation: Leann City Studios, I IF Address: 261 NE 73 Street City: Maui Tamil: Fernandez Recgest N7ndrer PZ-20-7121 RIM, RN' APPLICANT INFORMATION Last Name: Darmnt State: Florida Tip: rlydiamant@tinail coin Plane: (917) 288-0676 33138 PRIM M.IA OER INFORMATION First Name: Kimberly Collimation: Lemon City Studios, T T C Address: City: Email: 261 NE 73 Street Miami kiiberlydiantantQg ,com List Name: Dianna State: Florida lap: Plane: (917) 288-0676 33131 PROJECT INFORMATION Project Name: Project Address: City: Master Folio Number. kicaberlydianamt@guraicore 261 NE 73 ST Mani 0132070120080 State: Florida Unit Number: hp: 33138 That under the penalty of pc jury, E declare that all the infommtion contained in this pen rot application is accurate to the best of my knowledge. • r hat NO work or installation will corm -mice prior to the issuance ofa building pennit and that all work will be performed to met the standards of all lave replat rng construction and zoning in the jurisdiction • 1 will, in all respects. performwork in accordance with the scope of the permit, the City of Merri's codes and all other applicable laws, regulations, standard and ordinances. • That all information given will be accurate and that all work will be done in ronpliarre with all applicable laws regulating construction and zoning * That separate pewits maybe refit tiled unless specifically covered with the submittal of this application * That there tray be additional pentnits required frnmother entities. • Fees shall be paid prior to the review and issuance ofthe perm, as necessary • Penal fees are mrrrefinuciable APPLICANT OWNER /._OWNER REPRESENTAT yE First Nam: Kimberly Signature: Last Nam: Diamant First Name: Ben Last Name: Fernandez Signature: Date: jute 7 n) Date: June 1, 2020 ePlan Submission Documents Index 261 NE 73 Street Exception Application (PZ-20-7121) • DOC-01 Documents Index • DOC-02 Proof of Payment of Invoice • ERD-1 Arborist Report • HEP-1 Certified Arborist Report • PAP-1 Exception Application • PHO-1 Photos • PZD-1 Letter of Intent • PZD-2 Alcohol Reservation Letter • PZD-3 Certificate of Use • PZD-4 Traffic Report • PZD-5 Liquor Survey • PZD-6 Sound Dispersion Evaluation • PZD-7 FEC Parking Proposal • PZD-8 MPA Letter treage .cc.. September 7, 2020 Kimberly Diamant Lemon City Studios 261 NE 73 St Miami, FL 33138 Dear Kimberly, 261 NE 73 St, Miami, FL 33138 TREAGE LLC Tree and Garden Experts Enclosed please find the Certified Arborist Report for your property located at 261 NE 73 St. conducted on September 6, 2020 by Treage LLC. Please do not hesitate to contact me if you have any further questions or needs. Thank you, Alison Walker, ISA FL-9317A Owner, Treage LLC — Tree and Garden Experts Treage LLC — Tree and Garden Experts www.treage.com info@treage.com — 786.525.7883 261 NE 73 St, Miami, FL 33138 ARBORIST REPORT 261 NE 73 St Miami, FL 33138 Report prepared by: Treage LLC — Tree and Garden Experts www.treage.com — info@treage.com — 786.525.7883 261 NE 73 St, Miami, FL 33138 Assignment/Overview Treage LLC was contacted by Cece Camacho of Bldg. Center No. 3 on September 3, 2020 to do a Certified Arborist Report at Lemon City Studios in advance of improvements to the exterior area of the property. The site visit/survey was conducted on Sept. 6, 2020. There are 14 trees located onsite plus a few other plants that are under size requirements to be regulated as a tree per Chapter 17 but are referenced in this report. There are 4 trees that are Prohibited Species that will be removed. The owners wish to remove 4 additional trees prior to new landscaping being installed. All 6 trees remaining onsite will require protection per measures detailed below. There is one tree noted on the survey (#12) in the ROW at the east end of the property that was not located. There are no other trees located on neighboring properties. Site Visit A site visit was conducted on September 6, 2020. A visual inspection of all trees was conducted and documented with photographs. Measurements of DBH, height, and canopy were taken and recorded, and the condition of each tree was noted. Tree measurements were taken as follows: DBH was recorded with a Lufkin steel diameter tape measure; height and canopy were estimated from the ground; and overall condition was done by visual inspection. Critical Root Zone (CRZ) and Tree Protection Zone (TPZ) were determined based on ANSI A-300 Standards for the Management of Trees and Shrubs During Site Planning, Site Development and Site Construction. Trees were tagged and numbered with an aluminum plant label at approximately 5-6' height on the south side of the trunk. Disposition Table 261 NE 73 St, Miami, FL 33138 No. BOTANICAL NAME COMMON NAME DBH (inch) HEIGHT (ft) SPREAD (ft) Condition CRZ (ft) TPZ (ft) Disposition 1 Sweiteniamahogani Mahogany 16 25 25 Fair 12 12 Remain 2A Schefflera actinophylla Umbrella tree 5+6 30 15 Fair NA NA Remove 2B Schefflera actinophylla Umbrella tree 6+6 25 12 Fair NA NA Remove 3 Coccolobauvifera Sea grape 10+7 30 25 Fair -Poor NA NA Remove 3B Clusiarosea Clusia 8 25 20 Fair -Poor NA NA Remove 4 Coccolobauvifera Sea grape 3+4+4+5 30 25 Fair -Poor NA NA Remove 5 Clusia rosea Clusia 6+6+7 30 25 Fair -Poor NA NA Remove 6 Sweiteniamahogani Mahogany 12 30 25 Fair 8 8 Remain 7 Schefflera actinophylla Umbrella tree 12+7+11 35 25 Fair -Poor NA NA Remove 8 Ficusmicrocarpa West Indian laurel 8 25 15 Fair -Poor NA NA Remove 9 Sweiteniamahogani Mahogany 16 30 30 Fair 12 12 Remain 9B Tabebuia aurea Trumpet tree 7+7 12 15 Fair -Poor 7 7 Remain 10 Sweiteniamahogani Mahogany 9 30 18 Fair 6 6 Remain 11 Sweiteniamahogani Mahogany 6+6 25 15 Fair 6 6 Remain Treage LLC — Tree and Garden Experts www.treage.com info@treage.com — 786.525.7883 261 NE 73 St, Miami, FL 33138 Observations and Photographs Tree #1, Sweitenia mahagoni, Mahagony — this tree is located at the west end of the property 2' from the paved driveway. It is in fair condition with minor damage to the trunk and surface roots and low hanging limbs, as well as multiple points of codominance and included bark. This tree will remain and will require protection per measures outlined below if any construction staging, access or other work comes within its specified TPZ. Tree #2A and 2B, Schefflera actinophylla, Umbrella tree — these 2 trees were marked as one tree on the vegetation survey, but are actually 2 trees that are planted within 1' of eachother. They are located against the wall at the west end of the property. These trees are prohibited species and should be removed with no mitigation required. Treage LLC — Tree and Garden Experts www.treage.com — info@treage.com — 786.525.7883 261 NE 73 St, Miami, FL 33138 Tree #3, Coccoloba uvifera, Sea grape — this is one of 3 trees located next to the existing building on the north side of the yard. It is in fair to poor condition with multiple trunks, crossing branches, and overall poor branching structure. The owners plan to remove this tree due to the proposed design plans. Tree #3B, Clusia rosea, Clusia — this tree is not on the vegetation survey but is located between Trees #3 and #4 on the north side of the yard/south side of the existing building. It is in poor condition due to the fact that it is crowded, overgrown, has crossing/ingrown branches with Tree #3, and has overall weak structure. This tree will be removed. Treage LLC — Tree and Garden Experts www.treage.com info@treage.com — 786.525.7883 261 NE 73 St, Miami, FL 33138 Tree #4, Coccoloba uvifera, Sea grape — this tree is located on the east side of Trees #3 and #3B. It is in fair to poor condition. It splits into 4 main trunks at less than 1' height, and has overall poor branching structure. There are multiple areas of minor damage to the trunk. It is intended for removal. Tree #5, Clusia rosea, Clusia — this tree is located at the east end of the yard, near the existing building. It is in fair condition but is somewhat overgrown and crowded at the base with multiple trunks/sprouts and excess fill present. This tree will be removed due to proposed design plans. Treage LLC — Tree and Garden Experts www.treage.com — info@treage.com — 786.525.7883 261 NE 73 St, Miami, FL 33138 Tree #6, Sweitenia mahagoni, Mahagony — this tree is located near the east end of the property in a cutout in the existing decking. It is in fair condition but has some minor - moderate damage to the trunk and lower limbs, as well as codominance. This tree will remain and will require protection per measures below. Tree #7, Schefflera actinophylla, Umbrella tree — this tree is located along the fence on the south side of the property. It is a prohibited species and should be removed with no mitigation required. Treage LLC — Tree and Garden Experts www.treage.com — info@treage.com — 786.525.7883 261 NE 73 St, Miami, FL 33138 Tree #8, Ficus microcarpa, West Indian Laurel — this tree is located along the fence on the south side of the property just west of Tree #7. The trunk is up against the fence and the majority of the canopy extends over the fence into the ROW along NE 73 St. It is a prohibited species and should be removed with no mitigation required. Tree #9, Sweitenia mahagoni, Mahagony — this tree is located on the northeast side of the entrance/driveway approximately 3' from the existing pavement. It is in fair condition with a somewhat poor branching structure with multiple points of codominance and multiple upright leaders. This tree will remain and will require protection per measures outlined below if any construction staging, access or other work comes within its specified TPZ. Treage LLC — Tree and Garden Experts www.treage.com — info@treage.com — 786.525.7883 261 NE 73 St, Miami, FL 33138 Tree #9A, Tabebuia alba, Silver Trumpet Tree — this tree is not on the vegetation survey but is located next to Tree #9. It is overgrown and leaning so that its maximum height is just at 12'. It will remain and should be protected per measures outlined below if any construction staging, access or other work comes within its specified TPZ. Tree #10, Sweitenia mahagoni, Mahagony — this tree is located near the central area of the yard in between Trees #6 and #11. It is in fair condition with minor trunk damage and a somewhat poor branching structure. This tree will remain and will require protection per measures below. Treage LLC — Tree and Garden Experts www.treage.com info@treage.com — 786.525.7883 261 NE 73 St, Miami, FL 33138 Tree #11, Sweitenia mahagoni, Mahagony — this tree is located near the central area of the yard just west of Tree #10. It is in fair condition with multiple points of minor codominance. This tree will remain and will require protection per measures below. Additional trees/plants located onsite Senna surratensis — this tree is located east of the driveway in the yard area. It is just under 12', the size requiring regulation, but will remain onsite and should be protected during construction. Jatropha integerrima — this tree is located on the northwest side of the yard, just south of the existing building. It is just under 12', the size requiring regulation, but will remain onsite and should be protected during construction. Senna Jatropha Treage LLC — Tree and Garden Experts www.treage.com — info@treage.com — 786.525.7883 261 NE 73 St, Miami, FL 33138 Adonidia merrillii — there are 2 Christmas palms planted together on the west side of the gate at the entrance to the property. They are under the size requiring regulation but are intended to remain. Dypsis lutescens — there is a small cluster of Areca palms located just northwest of Tree #9. It is under the size requiring regulation but will remain. Dypsis lutescens — there is a cluster of Areca palms located at the east end of the property next to Tree #5. It is approximately 15', just under the size requiring regulation, but will remain onsite. Adonidia Areca (west side of yard) Areca (east side of yard) Dypsis lutescens — there is a row of Areca palms lining the outside of the wall in the right of way along NE 73 St. These palms are all under the size requiring regulation but will remain onsite. Treage LLC — Tree and Garden Experts www.treage.com — info@treage.com — 786.525.7883 261 NE 73 St, Miami, FL 33138 Tree Protection Plan There are five Mahogany trees and 1 Tabebuia tree that will remain onsite, as well as 2 trees and 3 palms that are under size requirements but will also remain. All trees whose critical root zone is within the proposed work area, including all staging and access routes, must be protected during all phases of construction per ANSI A-300 (Part 5): Standard Practices (Management of Trees and Shrubs During Site Planning, Site Development, and Construction). Protection measures include the following: 1) Planning construction access, storage, and staging areas taking into account tree preservation; 2) establishing a Tree Protection Zone (TPZ) with protective fencing and signage around critical root zone of the tree, per detail below; 3) protecting the Critical Root Zone (CRZ) with a temporary application of a minimum of 6" of mulch to disperse vehicular/equipment loads in access routes, thereby reducing soil compaction and mechanical root damage; 4) only hand digging and grading within the TPZ to avoid damaging major structural roots; 5) avoiding cutting any roots that are 2" or greater and performing only clean cuts when necessary; 6) proper pruning of the limbs within the TPZ that may conflict with construction activities; and 7) no grade changes and no storage or disposal of harmful substances in the Tree Protection Zone. All protective barriers around trees shall remain in place throughout all phases of construction. In some instances, portions of the TPZ may need to be temporarily reduced to accommodate work plans. Where the TPZ must be altered, the following steps may be taken: 1) increase the remaining TPZ wherever possible to compensate for the reduction of TPZ where there is interference from other infrastructure, 2) temporarily reduce the TPZ while work is done in the immediate area and then re-establish the original size of the TPZ as soon as possible, 3) install trunk protective materials such as wood planks and foam pads to protect from mechanical injury to bark or vascular tissues 4) utilize geotextile fabric or plywood placed on top of mulch layer per ANSI standards, 5) proper root pruning techniques per ANSI standards if necessary, and 6) supervision and/or monitoring by a Certified Arborist. Additional details on protection during construction can be found in the ANSI A-300 standards referenced above, or by further consultation and oversight of construction activities by a certified arborist. Treage LLC — Tree and Garden Experts www.treage.com info@treage.com — 786.525.7883 261 NE 73 St, Miami, FL 33138 TREE PROTECTION AND SUPPORT IT I5 CRITICAL TO DIST-114G TREE SURVIVAL TO PROVIDE PROTECTION DURING CON5TRUC1ION. TH15 DETAIL CAN 6E USED AROUND ONE OR MORE TREES AND WILL PROVIDE PROTECTION FROM CONSTRUCTION EQUIPMENT. ti ° WIRE MESH BARRIER RETAIL ° WJP LINE n a'MkE 55 Ja't TREA7EC PINE Pd5T5 5'x E'15S' HIRE 1€5H ATTACHED TO EACH 4' It 4' NOTE BARBER W FORM CONnNOOOSOrtCIE MOUIV THE TREE OR GROUP OF TREES • - PRmLNE R49T 9gNDARY TO EE MErrECIEO 4' a 4" PRE55ORE TREATED PNE .rx TREE TY fr . PRESSURE TREATED ...NE FRN.06&TLC& Olt IN WIRE MESMI p WWI) BARRIER RETAIL FLAW ° Source. Miami -Dade County Landscape Manual Treage LLC — Tree and Garden Experts www.treage.com info@treage.com — 786.525.7883 0 STREET VIEW - KEY PLAN 0 STREET VIEW 0 STREET VIEW 0 STREET VIEW PROPOSED USE 0 LOT COVERAGE www PROPOSED USE SREAKDOWN ow- RE.,u pERLOTT:O.ERAGE .66= 95961.90X ,12 595 us4utz .171*t a 18: n *IN 7A7.. © OPEN SPACE 561 396 ..653 OPEN SPACE s9oArr F 20 996626495 S NOTICE PZ-20-7121 IMMO. KURK E.9.1;F'ZiN:67 R.6 7=7=0 ========== LPL: =PERO.. Eall:°Nv.,tumT ET-L:7 EavE"""E" WARRANT/ ZONING PACKAGE FOR KURK MIAMI tLIZINT KEE-OtEVN FO RING ROU P archtectureAplannoy FORM GROUP, INC. 1-2=ZCIT=.143L '•`•°"-- WO) WARRANT/ ZONING PACKAGE FOR: KURK 261 NE 73RD STREET MIAMI, FL 33138 SUMMARY OF REQUEST WARRANT PURSUANT TO ARTICLE 0, SEC 0 2 OF MIAMI 21[00E, REQUEST FOR APPROVAL OF ALCOHOL SERVICE ESTABLISHMENT IASE) IN 2-RTIEEVI'lEXPTREg ,F0w3°EIr ANT '" THE 'EQuEsT 'A2LLEExO,WEEE'B°:NilitC!LEE'PAt`t11:,:e:CE4P1I-OrArot2N°EFDTaCIIIINI31-; ESTABLISHMENTS OCUPYING AiOTBAAUrVErs¢TRT UEMEFLOOR ,2,01EvA,S=EQUIRE AN E<CEPTION WITH APPROVAL BY THE CITY 2 WARRANT FOR OUTDOOR DINING AREAS ARTICLE 6 2 2 OF MIAMI 21 0 RALL SI E PL N = ,o. EMER*1CY FIRE ENT ON LOCATION MAP SURVEY COMM De.rIPtmn SURVEY DEMOLITION DFAIIIDIFF DEMO SITE PLAN Desuiption COVER STREET VIEWS OVERALL GROUND FLOOR PLAN VALET PARKING PLAN OVERALL SEATING PLAN FURNITURE SCHEDULE FURNITURE SCHEDULE CANOPY PLAN 8, DETAILS CANOPY ELEVATIONS Mni— -- iMM A.A NOTICE PZ-20-7121 ZONING LEGEND CITf OF MIAMI DISTRICT ZONE INDUSTRIAL ID21 01-3207-012-0080 261 NE 73RD ST MIAMI, FL S3138 N'rn2 PROPOSED N/A N/A N/A N/A SUBAREA 1: 1, S.F ssTATA' 1,1g TOTALINAURAERVI ssIr WA WAREHOUSE / OFFICE I'LNoso'rUErRIASTES INC PB 06-02 LOT SIZE 12929 30. FT OR 222,8-266 06001 z°7,LTZr°2 LOTAR. ONO" IMIN )13T- STH FLR '14=1H7RF`' W,Ou2=OrV 26," IMINI ABOVE 2RD FLR &STORIES vuouggiimowegur ZONING DISTRICT 12,9293 F 226 F 80%) 2,0" IIXISTING NON -CONFORMING 2,0" IGRAND-FATHERED) 0.-2" IGRAND-FATHERED) 890 3 F N/A ASSEIABLVA-2 '''4"IEBTJNNID/ ZONING DISTRICT 1,01,,ED 12,068 186 6,) N/A 2.-10,EXISTING NON -CONFORMING) 2,110 I22 0%) N/A 2.-10,EXISTING NON -CONFORMING) N/A N/A N/A N/A PURSUANT TO SECTION 2 6 REQUIRED PARKING FOR ADAPTIVE REUSE MAY E REDUCED OR IXEMPTED BY WAIVE EXISTING AR.3 IS,S92 F PROPOSED ADDITIO SPACE3,000 F ADDITIONAL OFFSITE PA KIN 0 BE PROVIDED VIA VALE PARKING AGREEMEN REQUIRED OSPACES ,S SPACES PROPOSED N/A S SPACES ON PUBLIC ROW) 11/12/202,1 KURK iis„REET 7==o ITSZL'ion=inu'ai'<Ey .NrAcrsAapEaonins Ell:°NNET-..FtumT WARPANT/ ZONING PACKAGE FOR KURK MIAMI :)-EiFffa'N ui,°02,Fgr.=. FORMGROUP archtecture.planning FORM GROUP, INC. rt===.143L aftLINNSICIAF 2:Mr- GrM 0. 020 A-O 111111A=winms 01.1N„,„„lit9 i . H.C. PARALLEL SPACE, SIGNAGE AND WHEEL STOP DETAILS REMOVED 0 0 PARALLEL SPACE 0 V ALL 0 N LOOR - ING KURK 7=1=0 ITSSZL'Il=rrjg( EV NTACT SORPE ROND gn... ifirE51, WARPANT,ONING PACKAGE FOR KURK MIAMI FLELIV,ILIS'N FO RING ROU P archtecture,Onning FORM GROUP, INC. ALLIMIL3LMILKUIMPs, A-1.1 EXTERIOR RENDERINGS rnmLE ALL ROU 1 FL ALE Lam® �A ally R PLA L=213.57' L_ 4" 18' A= 14'18' " FrInli `o 0.00 :6G.31 Ens) MEN'S REST L=25 L ASSEMBLYIINDOOR SaNNG) KITCHEN RESTROOMS EMPLOYEE AREA TOTAL INDOOR ASSEMBLY MUTDOOR SEATING AR )OUTDOOR) TOTAL OUTDOOR OVERALL TOTAL ASSEMBLYIINDOOR SEANNGI KITCHEN RESTROOMS EMPLOYEE AREF MUM RM TOTAL INDOOR ASSEMBLY )OUTDOOR SEATING) BAR )OUTDOOR) OCCUPANT LOAD PUMUANT TO FLORIDA BUILDING CODE, TABLE 10041 UNCONCEN.RA.En.ABLES a CHAIRS QS NET) KITCHEN MOO GROSS) TEMP OCCUPIED ONLY B.O.H. nee GROSS) EQUIPMENT MOO GROSS) UNCONCENTRATED- TABLES a CHAIRS QS NET) KITCHEN MOO GROSS) OCCUPANT LOAD PURSUANT TO LIFE SAFETY CODE MMA EOEI, CHAPTER 7 sE OCOL PANCY AREA QM' OF PERSONS UNCONCENTRATED- TABLES&PWIRS QS NET) 2,,332 S F. SEZ PERSONS NOTICE PZ-20-7121 0/12/202/1 PTV OF PERSONS 1Se PERSONS 13 PERSONS - PERSONS S PERSONS 1 PERSONS 13S PERSONS 290 PERSONS 3 PERSONS 293 PERSONS 4G8 PERSONS 29G PERSONS 488 PERSONS KURK WARRANT/ ZONING PACKAGE FOR KURK MIAMI TZMITPLET FORING ROU P archtectureAplannoy FORM GROUP, INC. EXTERIOR RENDERINGS O sq Orge o- WAITING LANal AREA LANal AREA VVtKALL JtH I IINI, YLHIN SCALE El LE LE „rvngrv, REST 4 NOTICE PZ-20-7121 SEAT NG e00wN WHEELCHAIR RE. MO TABLE ASSEMBLY AREAS SPACES TABLES 8REAKOO WN WHEELCHAIR RE., MO ACCESS 8 LTY NOTES FUBN TUBE LEGEND NOTES KURK WARRANT/ ZONING PACKAGE FOR KURK MIAMI FORMGROUP archtectureAplannoy FORM GROUP, INC. ue d A FURNITURE SCHEDULE ID aTV DESCRIPT ON COMMENTS TABLE iTABLE MADE OF A STAINLESS mANuFAUURER AM FURNITURE STEEL.' MARBLE SQUARE DESIGNER FIFTEEN DESIGN STUDIO ymmePGAND MATERIAL STAINLESS STEEL & MARBLE DETAIL DIMENSIONS ."01 SO, 28,1 TABLE 0 TABLE MADE OF A STAINLESS muL LEGS WITH MESH MANUFACTURER AVI FURNITURE DESIGNER FIFEEN DESIGN STUDIO OR EA I G LAN FURNITURE SCHEDULE ID aTV DESCRIPTION COMMENTS TABLE TABLE TABLE MADE OF A STAINLESS LIGHTS MANUFACTURER AM FURNITURE FAFkEEEEFe STEEL LEGS MTH MARBLE DETAILS Le3t y r „., ii. . Or 3 3 3 T 1‘ 91 a a a a MANUFACTURER AM FURNITURE DESIGNER FIFEEN DESIGN STUDIO MATERIAL STAINLESSSTEEL & MARBLE TONDO" od POPPON 000 G�,. FURNITURE SCHEDULE DESCRIPTION COMMENTS TABLE MANUFACTURER AM FURNITURE DESIGNER FIFEEN DESIGN STUDIO MATERIAL STAINLESSSTEEL & MARBLE TABLE MANUFACTURER AM FURNITURE DESIGNER FIFEEN DESIGN STUDIO MATERIAL STAINLESSSTEEL & MARBLE FURNITURE LEGEND OUTDOOR 0 Four. TARLE/EnAiR-z PERSONS ORECTANGULAR TABLE/CHAIR -e PERSONS OROUND TABLE/SIR-e PERSO. ADAACM 0 ROUNDTABLE/CHAIR-B PERSO. ADAAa6 RECTANGULAR TABLE / CHAIR -5 PERSONS nwn¢¢ RECTANGULAR TABLE/CHAIR-3 PERSO. 0 ROUND TABLE/CAIR-z PERSO. ORECTANGULAR TABLE/CHAIR-3 PERSO. RECTANGULAR TABLE/ CHAIR-5 PERSO. AOAAaxss RECTANGULAR TABLE/ CHAIR-5 PERSO. AOAAaxss oRECTANGULAR TABLE/ CHAIR-3PERSO. RECTANGULARACCESS TABE/£FAIR-8PP PERSONS ROUND TABLE /£HAIR-PPERSO. FURNITURE NOTE: PLACEMENT OF ANY UMBRELLAS OR SHADE -PRODUCING 4,12HPAnTEU,SEXFTEENDOIL1NPART OF THIS WARRANT APPLICAT ON AND DER A SEP,ATE PERMIT ADATABLE - MINIMUN 24310F CLEARANCE BETWEEN FLOORS UNDERSIDE OF TABLE -TOTAL HEIGHT 2843, -MIN DEPTH 191 -TABLES WITH 4 LEGS MIN CLAR WIDTH OF .20. BETWEEN LEGS @ea nag NOTICE PZ-20-7121 0/12/2024 KURK EFEE— WARRANT/ ZONING PACKAGE FOR KURK MIAMI TZMINT FORMGROUP FORM GROUP, INC. FURNITURE SCHEDULE ID UV DESCRIPTION COMMENTS TABLE VENEER SQUARE TABLETOP TABLE MANUFACTURER AM FURNITURE DESIGNER FIFTEEN DESIGN STUDIO TALT-NeTZT-gss MANUFACTURER AM FURNITURE DESIGNER FIFTEEN DESIGN STUDIO WOOD VENEER DETAILS FURNITURE SCHEDULE LEATHER MANUFACTURER AV FURNITURE DESIGNER FIFTEEN ESIGN STUDIO MANUFACTURER URNITURE DESIGNER FIFTEEN DESIGN STUDIO FURNITURE SCHEDULE DESCRIPTION 28 FURNITURE SCHEDULE MANUFACTURER AM FURNITURE DESIGNER FIFTEEN DESIGN STUDIO jj oo verv= MATERIAL Ea oSSS Ew000 VENEER 7.— r TABLE RADE OF A STAINLESS ON STEEL LEGS WITH WOOD • MANUFACTURER AM FURNITURE DESIGNER FIFTEEN DESIGN STUDIO MATERIAL STAINLESSSTEEL & MARBLE FURNITURE SCHEDULE 11 L 1® 4 gym g SOFA RADE OF A FLAME RETARDANT FABRIC MANUFACTURER AM FURNITURE DESIGNER FIFTEEN DESIGN STUDIO MATERIAL FR FABRIC FURNITURE SCHEDULE ®® TABLE VENEER TABLETORAND STANDS OtgATR:L LEGS WITH MESH L_ FURNITURE SCHEDULE MATERIAL STAINLESSSTEEL & MARBLE MANUFACTURER AM FURNITURE DESIGNER FIFTEEN DESIGN STUDIO MMensorvs Ea o,Ea E,ze n ®1 MANUFACTURER AM FURNITURE DESIGNER FIFTEEN DESIGN STUDIO II u FURNITURE SCHEDULE 111111111111 MANUFACTURER AM FURNITURE DESIGNER FIFTEEN DESIGN STUDIO MATERIAL GLOSS FINISH WOOD & FR LEATHER MANUFACTURER AM FURNITURE DESIGNER FIFTEEN DESIGN STUDIO MATERIAL STAINLESSSTEEL MANUFACTURER AM FURNITURE DESIGNER FIFTEEN DESIGN STUDIO � e■ VENEER TABLETORAND STANDS MANUFACTURER AM FURNITURE DESIGNER FIFTEEN DESIGN STUDIO U ' U MANUFACTURER AM FURNITURE DESIGNER FIFTEEN DESIGN STUDIO MATERIAL STAINLESSSTEEL & MARBLE FURNITURE SCHEDULE SOFA RADE OF A FLAME RETARDANT FABRIC CHAIR RADE OF A FLAME RETARDANT sAB&,, MANUFACTURER AM FURNITURE DESIGNER FIFTEEN DESIGN STUDIO MATERIAL FR FABRIC MANUFACTURER AM FURNITURE DESIGNER FIFTEEN DESIGN STUDIO MATERIAL FR FABRIC NOTICE ••••«PZa -712 KURK WARPANT/ ZONING PACKAGE FOR KURK MIAMI TeLMITPLET FORMGROUP MMOIIRCILOREHMPIMPly FORM GROUP, INC. A-4 EW L=213.57' CANOPY TOP VIEW } AR. NOi IN SCOPE — WORK FOR RES EuEEN FrInli �:l )tiscf i;q.'E S mLo EESLLAieFINISH in =CAPE -SEE LANDSCAPE DRAWINGS NOTICE PZ-20-7121 KURK WARRANT/ ZONING PACKAGE FOR KURK MIAMI FORMGROUP archtectureAplannoy FORM GROUP, INC. 0 SOUTH ELEVATION © EAST ELEVATION i i i Mvo ACCESS DOOP 0 FRONT WALL ELEVATION © WEST ELEVATION OBUILDING SECTION 11 ammo III 111 A NOTICE ••••«PZ-a 712 KURK WARRANT/ ZONING PACKAGE FOR KURK MIAMI TZMITPLET FORING ROUP FORM GROUP, INC. A-6 EXISTING SITE PHOTOS 'EXISTS. WARETWEPL , Ty REINISEDTpT IRMO-ARMOR DE 0 LAN SCALA , = SP rli% AN 6 VD + rli'S'41S6 ARSI 6 V D P— d' . SUBAREAS 'Iis D^ 'II-4,—.Lir 4'1 1111 ii 0.8-41W DEMOLITION PLAN NOTES IRIS NUMBER <(:> OUSTING LANDSCAPE TO REMAIN <> OUSTING GATETO BE DEMOUSHED <0 OUSTING DRIVE WATTO BE DEMOLISHED VE=OTLUNSITIEGMFID= REM"' AND U"RADED <> EXISTING STAIRS TO BE DEMOLISHED IXISTING DOOR TO BE DEMOLISHED <0> OUSTING SNOOD DECK TO BE DEMOLISHED <POS, OUSTING CORRUGATED AMIN G TO BE DEMOLISHED ZSBNOIDLAID0INEENg BUILDING STAIRS AND LANDING (>> OUSTING MAU WALL TO BE DEMOLISHED EXISTING AERIAL IMAGE 0 EXISTING AERIAL IMAGE DEMOLITION TREE TABLE BOTANICAL NAME SWEITENIA MAHASONI SCHEFFLEPA ACTIN OPHYLLA SCHEFFLETA ACTIN OPHYLM COLOOLOBA UVISEPA CL,M POS. COLOOLOBA MODENA CLUSM POSEA SWEITENIA MAHASONI SCHEFFLETA ACTIN OPHYLM FICUS MICTOCAPPA SWEITENIA MAHASONI TAPED,. AUPEA SWEITENIA MAHASONI SWEITENIA MAHASONI DISPOSITION TO PE REMOVED TO PE REMOVED TO PE REMOVED TO PE REMOVED TO PE REMOVED TO PE REMOVED TO PE REMOVED TO BE REMOVED TO PE REMOVED TO PE REMOVED TO PE REMOVED TO PE REMOVED TO PE REMOVED TO PE REMOVED KURK FaFitrr-- EFE:740, El5ErF,?ztumT WARRANT/ ZONING PACKAGE FOR KURK MIAMI TZMITPLET FO RING ROU P archtectureAplannoy FORM GROUP, INC. rtn===.143L 24,217,63471,INURNI, BUILDING DEPARTMENT Transaction Statement Financial Transaction ID: 1098839 Transaction Date: Jul 11 2024 2:41 PM Permit Number: PZ207121 FEE SUMMARY Ben Fernandez Lemon City Studios, LLC 261 NE 73 Street (917)288-0676 Fee Category Fee Code Fee Description Quantity Unit Type Amount ZONING MS-562 ZONING STAFF REVIEW 0.0000 N/A $295.00 Total: $295.00 Rev. Jul/02/2012 Generated on Jul/11/2024 2:40 PM Dear Constituent: Welcome to the City of Miami! This package is intended to provide you with all open Code Enforcement violations and liens attached to the subject property, or properties, as of the current date and time the following report was created. Closed violations and future violations are not included. A violation may become a lien when the property owner does not timely remedy the violation. This report may include two types of liens: Certified liens and non -certified liens. Certified liens have a set amount to be paid. Conversely, most non -certified liens continue to accrue interest or a per diem fine; therefore, those liens must be satisfied with the City as quickly as possible. All outstanding violations and liens must be satisfactorily resolved before the City can issue a Certificate of Use (CU); however, the City inspects all properties prior to the issuance of a CU and those inspections may yield additional items, which must be addressed by the owner at the property prior to issuance of a CU. This search does not include encumbrances, other liens, restrictions or the like, recorded in the Public Records of Miami -Dade County, Florida. Please contact Miami -Dade County for the aforementioned items. Code Violation/Lien Inquiry Letter Page 1 of 5 Betty Llerena 200 S. Biscayne Blvd. Suite 300 Miami FL 33131 City of Miami Property Search Notice 05/29/2024 Per your request (copy attached), the undersigned has searched the records of the Director of Finance in and for the City of Miami, Florida, for any liens and other fees outstanding against the following described property as of: 05/29/2024. The result is valid up to 30 days from the processing date. In addition, due to daily penalty and interest calculations, the amount shown is subject to change as reflected below. Folio Number: Property Address: Legal Description: 7 53 420.32 AC INDUSTRIAL SITES INC PB 46-42 LOT 13 LOT SIZE 13939 SQ FT OR 22378-2662 0604 1 Amount Payable On: 01-3207-012-0080 261 NE 73 ST 05/28/2024 to 06/28/2024 1,106.28 This notice does not include liens imposed by federal, state, county or City agencies or boards or any other liens recorded in the public records of Miami -Dade County. Erica T. Paschal Finance Director To ensure proper credit of your payment, include a copy of all pages of the property search findings along with your payment and mail to: City of Miami, Treasury Management/Payment Processing, 444 SW 211d Avenue, 6th Floor, Room 636-1, Miami, FL 33130. If you have any questions, please call (305) 416-1570. Please retain this page for your records. Page 2 of 5 City of Miami Betty Llerena 200 S. Biscayne Blvd. Suite 300 Miami FL 33131 05/29/2024 Folio Number: 01-3207-012-0080 Property Address: 261 NE 73 ST Legal Description: 7 53 420.32 AC INDUSTRIAL SITES INC PB 46-42 LOT 13 LOT SIZE 13939 SQ FT OR 22378-2662 0604 1 Property Search Findings - Pending Liens Lien No. (Case Number) Description Address If you have any questions, please call (305) 416-1570. Please retain this page for your records. Page 3 of 5 Betty Llerena 200 S. Biscayne Blvd. Suite 300 Miami FL 33131 Folio Number: Property Address: Legal Description: City of Miami 05/29/2024 01-3207-012-0080 261 NE 73 ST 7 53 420.32 AC INDUSTRIAL SITES INC PB 46-42 LOT 13 LOT SIZE 13939 SQ FT OR 22378-2662 0604 1 Invoice Customer No. 9475899 9530502 917728 904378 130642 130642 156625 156625 Property Search Findings - Open Invoices Lien No. Description Certificate of Use/Fire Safety P Certificate of Use/Fire Safety P Burglar Alarm Expired Fine Burglar Alarm Permit Renewal Sub -Total If you have any questions, please call (305) 416-1570. Please retain this page for your records. Amount Due 418.14 418.14 240.00 30.00 $ 1,106.28 Page 4 of 5 Violations Detail Report Violation: - Folio Number: 01-3207-012-0080 Property Address: 261 NE 73 ST Contact: (305) 416-2087 System CODECHECK Case Number 00082207 Case Status New Violation Desc Violation Status Code Section Inspector DGamarra Violation Date Date Issued Ticket Number Date Compliance Due Page 5 of 5 Lontirmatican rI b / L I2 An email confirmation has been sent to kimberlydiamant 'gnnail.com PAYMENT DATE Customer Number 130642 95305021 Customer Number 130642 94758991 Saturday►, June 1, 2024 TOTAL $836.28 Full Amount Address Unavailable Full Amount Address Unavailable $418.14 $418.14 Hayment 5uccesstul Confirmation #157129615 An email confirmation has been sent to kimberlydiamantAgmail.com PAYMENT DATE Customer Number 156625_9177281 Customer Number Tuesday, June 4, 2024 Full Amount Address Unavailable Full Amount $270.00 $240.00 $30.00 156625 37 1 Address Unavailable treage .cc.. September 7, 2020 Kimberly Diamant Lemon City Studios 261 NE 73 St Miami, FL 33138 Dear Kimberly, 261 NE 73 St, Miami, FL 33138 TREAGE LLC Tree and Garden Experts Enclosed please find the Certified Arborist Report for your property located at 261 NE 73 St. conducted on September 6, 2020 by Treage LLC. Please do not hesitate to contact me if you have any further questions or needs. Thank you, Alison Walker, ISA FL-9317A Owner, Treage LLC — Tree and Garden Experts Treage LLC — Tree and Garden Experts www.treage.com info@treage.com — 786.525.7883 261 NE 73 St, Miami, FL 33138 ARBORIST REPORT 261 NE 73 St Miami, FL 33138 Report prepared by: Treage LLC — Tree and Garden Experts www.treage.com — info@treage.com — 786.525.7883 261 NE 73 St, Miami, FL 33138 Assignment/Overview Treage LLC was contacted by Cece Camacho of Bldg. Center No. 3 on September 3, 2020 to do a Certified Arborist Report at Lemon City Studios in advance of improvements to the exterior area of the property. The site visit/survey was conducted on Sept. 6, 2020. There are 14 trees located onsite plus a few other plants that are under size requirements to be regulated as a tree per Chapter 17 but are referenced in this report. There are 4 trees that are Prohibited Species that will be removed. The owners wish to remove 4 additional trees prior to new landscaping being installed. All 6 trees remaining onsite will require protection per measures detailed below. There is one tree noted on the survey (#12) in the ROW at the east end of the property that was not located. There are no other trees located on neighboring properties. Site Visit A site visit was conducted on September 6, 2020. A visual inspection of all trees was conducted and documented with photographs. Measurements of DBH, height, and canopy were taken and recorded, and the condition of each tree was noted. Tree measurements were taken as follows: DBH was recorded with a Lufkin steel diameter tape measure; height and canopy were estimated from the ground; and overall condition was done by visual inspection. Critical Root Zone (CRZ) and Tree Protection Zone (TPZ) were determined based on ANSI A-300 Standards for the Management of Trees and Shrubs During Site Planning, Site Development and Site Construction. Trees were tagged and numbered with an aluminum plant label at approximately 5-6' height on the south side of the trunk. Disposition Table 261 NE 73 St, Miami, FL 33138 No. BOTANICAL NAME COMMON NAME DBH (inch) HEIGHT (ft) SPREAD (ft) Condition CRZ (ft) TPZ (ft) Disposition 1 Sweiteniamahogani Mahogany 16 25 25 Fair 12 12 Remain 2A Schefflera actinophylla Umbrella tree 5+6 30 15 Fair NA NA Remove 2B Schefflera actinophylla Umbrella tree 6+6 25 12 Fair NA NA Remove 3 Coccolobauvifera Sea grape 10+7 30 25 Fair -Poor NA NA Remove 3B Clusiarosea Clusia 8 25 20 Fair -Poor NA NA Remove 4 Coccolobauvifera Sea grape 3+4+4+5 30 25 Fair -Poor NA NA Remove 5 Clusia rosea Clusia 6+6+7 30 25 Fair -Poor NA NA Remove 6 Sweiteniamahogani Mahogany 12 30 25 Fair 8 8 Remain 7 Schefflera actinophylla Umbrella tree 12+7+11 35 25 Fair -Poor NA NA Remove 8 Ficusmicrocarpa West Indian laurel 8 25 15 Fair -Poor NA NA Remove 9 Sweiteniamahogani Mahogany 16 30 30 Fair 12 12 Remain 9B Tabebuia aurea Trumpet tree 7+7 12 15 Fair -Poor 7 7 Remain 10 Sweiteniamahogani Mahogany 9 30 18 Fair 6 6 Remain 11 Sweiteniamahogani Mahogany 6+6 25 15 Fair 6 6 Remain Treage LLC — Tree and Garden Experts www.treage.com info@treage.com — 786.525.7883 261 NE 73 St, Miami, FL 33138 Observations and Photographs Tree #1, Sweitenia mahagoni, Mahagony — this tree is located at the west end of the property 2' from the paved driveway. It is in fair condition with minor damage to the trunk and surface roots and low hanging limbs, as well as multiple points of codominance and included bark. This tree will remain and will require protection per measures outlined below if any construction staging, access or other work comes within its specified TPZ. Tree #2A and 2B, Schefflera actinophylla, Umbrella tree — these 2 trees were marked as one tree on the vegetation survey, but are actually 2 trees that are planted within 1' of eachother. They are located against the wall at the west end of the property. These trees are prohibited species and should be removed with no mitigation required. Treage LLC — Tree and Garden Experts www.treage.com — info@treage.com — 786.525.7883 261 NE 73 St, Miami, FL 33138 Tree #3, Coccoloba uvifera, Sea grape — this is one of 3 trees located next to the existing building on the north side of the yard. It is in fair to poor condition with multiple trunks, crossing branches, and overall poor branching structure. The owners plan to remove this tree due to the proposed design plans. Tree #3B, Clusia rosea, Clusia — this tree is not on the vegetation survey but is located between Trees #3 and #4 on the north side of the yard/south side of the existing building. It is in poor condition due to the fact that it is crowded, overgrown, has crossing/ingrown branches with Tree #3, and has overall weak structure. This tree will be removed. Treage LLC — Tree and Garden Experts www.treage.com info@treage.com — 786.525.7883 261 NE 73 St, Miami, FL 33138 Tree #4, Coccoloba uvifera, Sea grape — this tree is located on the east side of Trees #3 and #3B. It is in fair to poor condition. It splits into 4 main trunks at less than 1' height, and has overall poor branching structure. There are multiple areas of minor damage to the trunk. It is intended for removal. Tree #5, Clusia rosea, Clusia — this tree is located at the east end of the yard, near the existing building. It is in fair condition but is somewhat overgrown and crowded at the base with multiple trunks/sprouts and excess fill present. This tree will be removed due to proposed design plans. Treage LLC — Tree and Garden Experts www.treage.com — info@treage.com — 786.525.7883 261 NE 73 St, Miami, FL 33138 Tree #6, Sweitenia mahagoni, Mahagony — this tree is located near the east end of the property in a cutout in the existing decking. It is in fair condition but has some minor - moderate damage to the trunk and lower limbs, as well as codominance. This tree will remain and will require protection per measures below. Tree #7, Schefflera actinophylla, Umbrella tree — this tree is located along the fence on the south side of the property. It is a prohibited species and should be removed with no mitigation required. Treage LLC — Tree and Garden Experts www.treage.com — info@treage.com — 786.525.7883 261 NE 73 St, Miami, FL 33138 Tree #8, Ficus microcarpa, West Indian Laurel — this tree is located along the fence on the south side of the property just west of Tree #7. The trunk is up against the fence and the majority of the canopy extends over the fence into the ROW along NE 73 St. It is a prohibited species and should be removed with no mitigation required. Tree #9, Sweitenia mahagoni, Mahagony — this tree is located on the northeast side of the entrance/driveway approximately 3' from the existing pavement. It is in fair condition with a somewhat poor branching structure with multiple points of codominance and multiple upright leaders. This tree will remain and will require protection per measures outlined below if any construction staging, access or other work comes within its specified TPZ. Treage LLC — Tree and Garden Experts www.treage.com — info@treage.com — 786.525.7883 261 NE 73 St, Miami, FL 33138 Tree #9A, Tabebuia alba, Silver Trumpet Tree — this tree is not on the vegetation survey but is located next to Tree #9. It is overgrown and leaning so that its maximum height is just at 12'. It will remain and should be protected per measures outlined below if any construction staging, access or other work comes within its specified TPZ. Tree #10, Sweitenia mahagoni, Mahagony — this tree is located near the central area of the yard in between Trees #6 and #11. It is in fair condition with minor trunk damage and a somewhat poor branching structure. This tree will remain and will require protection per measures below. Treage LLC — Tree and Garden Experts www.treage.com info@treage.com — 786.525.7883 261 NE 73 St, Miami, FL 33138 Tree #11, Sweitenia mahagoni, Mahagony — this tree is located near the central area of the yard just west of Tree #10. It is in fair condition with multiple points of minor codominance. This tree will remain and will require protection per measures below. Additional trees/plants located onsite Senna surratensis — this tree is located east of the driveway in the yard area. It is just under 12', the size requiring regulation, but will remain onsite and should be protected during construction. Jatropha integerrima — this tree is located on the northwest side of the yard, just south of the existing building. It is just under 12', the size requiring regulation, but will remain onsite and should be protected during construction. Senna Jatropha Treage LLC — Tree and Garden Experts www.treage.com — info@treage.com — 786.525.7883 261 NE 73 St, Miami, FL 33138 Adonidia merrillii — there are 2 Christmas palms planted together on the west side of the gate at the entrance to the property. They are under the size requiring regulation but are intended to remain. Dypsis lutescens — there is a small cluster of Areca palms located just northwest of Tree #9. It is under the size requiring regulation but will remain. Dypsis lutescens — there is a cluster of Areca palms located at the east end of the property next to Tree #5. It is approximately 15', just under the size requiring regulation, but will remain onsite. Adonidia Areca (west side of yard) Areca (east side of yard) Dypsis lutescens — there is a row of Areca palms lining the outside of the wall in the right of way along NE 73 St. These palms are all under the size requiring regulation but will remain onsite. Treage LLC — Tree and Garden Experts www.treage.com — info@treage.com — 786.525.7883 261 NE 73 St, Miami, FL 33138 Tree Protection Plan There are five Mahogany trees and 1 Tabebuia tree that will remain onsite, as well as 2 trees and 3 palms that are under size requirements but will also remain. All trees whose critical root zone is within the proposed work area, including all staging and access routes, must be protected during all phases of construction per ANSI A-300 (Part 5): Standard Practices (Management of Trees and Shrubs During Site Planning, Site Development, and Construction). Protection measures include the following: 1) Planning construction access, storage, and staging areas taking into account tree preservation; 2) establishing a Tree Protection Zone (TPZ) with protective fencing and signage around critical root zone of the tree, per detail below; 3) protecting the Critical Root Zone (CRZ) with a temporary application of a minimum of 6" of mulch to disperse vehicular/equipment loads in access routes, thereby reducing soil compaction and mechanical root damage; 4) only hand digging and grading within the TPZ to avoid damaging major structural roots; 5) avoiding cutting any roots that are 2" or greater and performing only clean cuts when necessary; 6) proper pruning of the limbs within the TPZ that may conflict with construction activities; and 7) no grade changes and no storage or disposal of harmful substances in the Tree Protection Zone. All protective barriers around trees shall remain in place throughout all phases of construction. In some instances, portions of the TPZ may need to be temporarily reduced to accommodate work plans. Where the TPZ must be altered, the following steps may be taken: 1) increase the remaining TPZ wherever possible to compensate for the reduction of TPZ where there is interference from other infrastructure, 2) temporarily reduce the TPZ while work is done in the immediate area and then re-establish the original size of the TPZ as soon as possible, 3) install trunk protective materials such as wood planks and foam pads to protect from mechanical injury to bark or vascular tissues 4) utilize geotextile fabric or plywood placed on top of mulch layer per ANSI standards, 5) proper root pruning techniques per ANSI standards if necessary, and 6) supervision and/or monitoring by a Certified Arborist. Additional details on protection during construction can be found in the ANSI A-300 standards referenced above, or by further consultation and oversight of construction activities by a certified arborist. Treage LLC — Tree and Garden Experts www.treage.com info@treage.com — 786.525.7883 261 NE 73 St, Miami, FL 33138 TREE PROTECTION AND SUPPORT IT I5 CRITICAL TO DIST-114G TREE SURVIVAL TO PROVIDE PROTECTION DURING CON5TRUC1ION. TH15 DETAIL CAN 6E USED AROUND ONE OR MORE TREES AND WILL PROVIDE PROTECTION FROM CONSTRUCTION EQUIPMENT. ti ° WIRE MESH BARRIER RETAIL ° WJP LINE n a'MkE 55 Ja't TREA7EC PINE Pd5T5 5'x E'15S' HIRE 1€5H ATTACHED TO EACH 4' It 4' NOTE BARBER W FORM CONnNOOOSOrtCIE MOUIV THE TREE OR GROUP OF TREES • - PRmLNE R49T 9gNDARY TO EE MErrECIEO 4' a 4" PRE55ORE TREATED PNE .rx TREE TY fr . PRESSURE TREATED ...NE FRN.06&TLC& Olt IN WIRE MESMI p WWI) BARRIER RETAIL FLAW ° Source. Miami -Dade County Landscape Manual Treage LLC — Tree and Garden Experts www.treage.com info@treage.com — 786.525.7883 General Notes: re he.ete hefictape she„ he rtmove„om trunks emotes hhe top 1,n of eny natural hurl, stell he ram; the plentin„de het re trees ere hedfi„ael Plating sults, ha bedNee mlo pits by SHRUB PLANTING DETAIL TREE STAKING DETAIL PALM PLANTING DETAIL WINE BEER Plant List IsK Trees/ Nelms 9ntinirelNeme Common Name :be N.Nm °meeM.wereree Stopper bh, single trunk High 4 Phoenix e ri High ereis P Pitch Apple Liaele Palm xs'iprdg"dbh. s Nt ab High Medium uhs/r;r Al. IS Alpe, purpurata Red GInger Low cm 9 Cern rats Fishtail Palm 6.' Hh 7 stem mln Mm TA 202 No -Ad! rM1knperum adadam Ise I o.G High m CvM Austral, Pee f em Love MD SS Monstere delkiese Swiss thee. Plant Medium P ar nervosa High 98 Phildendr"e Rude Mart nude Marx1e,.e.Sa Oehler 0.d. Mgh Mulch shredded Meeeuce or Bu®NWur Landscape Legend NET LOTANNA: 1 ,939cr(.320 AC) Required Provided OPEN A. Square of Open space required, as Indicated on site pan 5%(13939 sr) 697 e1 4097 s1 B. Square feet of parking We, apace requ'red ty Article 9, as Idlcated on Ne pan: Numberof parking spaces 0 x 10 s, per parking space 0 feet oflandscaped open npanareQ,red ae0= A. Number dimes required per net lot leas wising rrker of pees treeing minimum regnremeree nu l5 trees, AC15K.32 AC=14 trees 5 B. Percentage palm trees allowed (2pans - 1tree) 5x.30= SIREET TREES E Street trees rnamnum rage spec ng o130 a.) Tohal rhenber of trees SHRUBS A MmterofetrabereguredNumber ofPees required 5x10= C Pe tug d g)ttole re dt d, leg ed 50 �- IRRIGATION: Automate 10 25 217 N LANDSCAPE PLAN SCALE: 3/32"=1'-0" KURK MIAMI rn PROJECT NUMBER DRAM BY J G CHECKED Bv. I<.M BCALE REMSION DATE BY SHEET NUMBER L-1 RIGHT OF WAY F.E.C. RWY. SPUR T LOT 14 IR FOUND jr0/ IRON pp %al / / //// /// / / / /1/ / ADJACENT/ , - COAL/ BUILDING /. // // / / /// / / / ,/ ,/ , // / /0.4 FOUND El'o IRON CT (NOT PART OF THIS PLAT) TJ,4°,4:g // C.B.S. WALL /// /// / / / / // 0.7 WIDE i.60S 6 . ///// / / /), .0' HEIGHT /// / / /// / / / / / '' / ' / / / / / / // / / //// / / / / //////NE/ sT04,/y/ cdmmEggik// /L1/1/LD// /1/N/G//4//0//T11„////://///: / ://///p/// /// /',N,-.261 _4,/ //,.; , , / / F . / //y, /////// PP EXISTING TREES I 704ovt --- LOMPMIRED fii,attren@, .61NOVIDO X1 max MOW TREE DISPOSITION P Scale 3/32,1,0" N mle M LL. " Z E IF NOVEUBER2O23 WNW, P.M.WN Q.Y CHECKED Br SM., NUMBER L-2 Looking North down NE 3rd Court Looking West down NE 73 Street NOTICE PZ•20-7121 0I12,020 LEMON CITY STUDIOS HOLISTIC NIGHT CLUB 0 LEMON CITY STUDIOS WOULD LIKE TO BE OPEN DAILY FROM 9AM TO 5AM TAKING A HOLISTIC APPROACH HAS SEVERAL BENEFITS SHARED GARDENING & GROWING FRESH VEGETABLES FRESH SQUEEZED JUICES, LIVE PLANT BASED FOODS YOGA I MEDITATION CLASSES IN THE GARDEN EGO- FRIENDLY BAR SERVING THE FRESHEST INGREDIENTS LIVE MUSIC AND PERFORMANCE CLUBBING CAN BE MORE THAN A NIGHT OUT, IT CAN BE AN EXPERIENCE THE COMMUNITY CAN ALL SHARE. LEMON CITY STUDIOS HOLISTIC NIGHT CLUB DESERT HEARTS Presents WINTER 1S COMING TOUR SATURDAY • FEBRUARY 20 MIAMI .2,ZERO OCEAN CITY 'L- ,�T MIAMI ART BA5EL ,,kkFF1/... � OLIVER KOLETSIVO NA'DAL ILLZJIj! TALKL, MAGDALENA BE SVENDSEN SAINTE VIE DANIEL COWEL LORZV BRVANT JENSEN N-5AM N30 NE I 3t oc zaIpha i e s n� '.r VALDO F' NEiN Si T� 9H116iP4 LEMON CITY STUDIOS HAS THE EXPERIENCE AND KNOW HOW WHEN IT COMES TO LATE NIGHT EVENTS te,phh. City Studios - 261 ME 73PD sr lin COVE. BangUI! SAT AP R/L tiR: MIAMI FL rR NEW YORK. NY sH APRIL INN, WASHINGT9N. DC SISRRING CRUSSE SPANIOL . SAINTE VIE mil.) MANUMAT MV LEMURIAN MY, MI"..11WILL IIP LEMON CITY STUDIOS I M E L14..S S HMAR I M O1ITO E CUKY DAKAR 1 ACHE I ANN, ATMAN LIMON (ITT STT MO,I P CJLM S . TIMELESS FEANRING LUM - EDUARDO CASTILLO LEMURIAN - SPANIOL - DOBELU MANUMAT - EXPERIMENTAL - NII TEI ELLIOT JAMES - LEYLA GHOBADI - HADIDA-- AND MORE TO BE ANNOUCED "?1A1n Oven 3/1. 1UFM3/16 k 261 N 4ST. MnMIC:d31'3E1 DERRICK CARTER SNEAKon GAG RYAN CROSSON LEE CURNSS ION LOREN PYRAMID PEOPLE ART BA°_ LAM! �THURSDAY DECEMBER 5 LEMON CITY STUDIOS PHYTOPIA KITCHEN `LET FOOD THY MEDIC AND IN MEDICINE BE THY FAO fOyD" `; roCR,TE PHytopia Plant Base Medicinal Food Restaurant 0 LEMON CITY STUDIOS PHYTOPIA KITCHEN BLENDED Apple taw • !R{ 6 „ 6I1flE1T1. sir 1 G1. M it .I. �IlweoH t O..y. .+.w, _roar � I .14 Res.. gve 0 LEMON CITY STUDIOS PHTYOPIA LIVE PLANT BASED FOODS MENU SUPERFOOD SALAD MIXED GREENS, SPROUTS, RADISH, AVOCADO, HERBS, HEMP SEEDS, SUNFLOWER SEEDS, NORI SEAWEED, HOUSE VINAIGRETTE $12.00 BEETS SALAD ALFALFA SPROUTS, BEETS, CARROT, LENTIL, BLUEBERRY, BASIL $12.00 AVOCADO TOAST ARUGULA, SEA SALT, PEPPER, CITRUS $10.00 MAC N' CHEESE QUINOA PASTA, CASHEW CHEESE AND BRAZIL NUT PARMESAN $10.00 LIVE PIZZA RED SAUCE, BROCCOLI, OLIVES, RED PEPPER, AVOCADO, ONIONS, HERBS, CASHEW CHEESE, ON HOUSE MADE FLAX CRACKERS $15.00 MUSHROOM TRUFFLE PIZZA CREMINI, SHIITAKE, PORTABELLO, WHITE MUSHROOMS, TRUFFLE OIL, SCALLIONS, MACADAMIA RICOTTA, OREGANO $15.00 HAWAIIAN BBQ PIZZA SWEET -SPICY BBQ SAUCE, ROASTED PINEAPPLE, ROASTED ONIONS, PEPPERS, MUSHROOMS, MACADAMIA RICOTTA, CILANTRO $15.00 BIANCOVERDE MACADAMIA RICOTTA, ROASTED CHERRY TOMATOES, RED ONION, GARLIC, DATES, OREGANO, THYM FARMERS MARKET ARUGULA, CHILI FLAKES $12.00 RED SAUCE, MUSHROOMS, ROASTED VEGETABLES, CASHEW CHEESE, BRAZIL NUT PARMESAN, HERB $12.00 AVOCADO SANDWICH AVOCADO, TOMATO, CUCUMBER, GREENS, SPROUTS, ZUCCHINI, PINE NUT SPREAD, BALSAMIC DRESSING, BREAD $10.00 PESTO SANDWICH WALNUT PESTO, MACADAMIA RICOTTA, ARUGULA, CUCUMBER, AVOCADO, TOMATO, SPROUTS, BALSAMIC AND CASHEW DRESSING, BREAD $10.00 OPEN DAILY FROM 9AM -5AM 0 LEMON CITY STUDIOS PHTYOPIA LIVE PLANT BASED FOODS THREE COURSE MEAL IN A BOWL $15.00 MACRO KALE BOWL kale, chickpeas, cucumber, sunflower sprouts, beets, carrot, avocado, cashew cheese, citrus herb dressing, brown rice or quinoa POWER BOWL black beans, sauteed veggies, avocado, chickpeas, bok choy, carrot, cashew cheese, brown rice or quinoa COCONUT CURRY BOWL vegetables, chickpeas, lentils, potato, lemongrass, curry, spices, coconut milk, brown rice or quinoa MEXICAN GRAIN BOWL black beans, sauteed veggies, guacamole, salsa, romaine, cabbage, peppers, cashew cheese, mole, chips, brown rice or quinoa bread TACOS handmade vegetable tortillas, spicy seasoning, lettuce, cabbage, guacamole, salsa, cashew cheese, corn, cilantro, walnut almond meat, rice ,beans, sprout salad THAI WRAP fresh collard leaf, almond ginger, vegan pate, greens, cabbage, mint, basil, cilantro, mango, cucumber, red pepper, almond Pate, Thai sauce. PAD THAI rice noodles, seasonal vegetables, bok choy, baby corn, ginger, garlic, spices, cilantro, lime, sesame seeds, almond thai sauce ASIAN NOODLE SALAD zucchini noodles, mango, carrots, cucumber, peppers, cabbage, bok choy, herbs, almonds, ginger thai sauce, spicy nyc sauce ROLL IN A BOWL arugula, avocado, mango, cucumber, carrot, scallions, almond thai sauce, cashew cheese, wild rice, ponzu, pickled ginger, wasabi ROCK & ROLL almond ginger pate, mango, cucumber, avocado, kale, red pepper, collard green, sprouts, faro, spicy NYC sauce. SERVED WITH LEMONAIDE I ICE TEA 0 LEMON CITY STUDIOS PHYTOPIAA SELF- SERVICE RESTAURANT WITH PICK UP WINDOW ��..... ___. tan .. t ` Et 0 cLuL ►' LEMON CITY STUDIOS OUTDOOR BARS OUTDOOR LIQUOR BAR OUTDOOR COFFEE | ELIXIR | JUICE BAR LEMON CITY STUDIOS OUTDOOR GARDEN o LEMON CITY STUDIOS DESIGN BOARD LEMON CITY STUDIOS WILL BE A NEIGHBORHOOD PLACE WHERE YOU CAN COUNT ON A CLEAN WHOLESOME ESTHETIC LEMON CITY STUDIOS FURNITURE SELECTION Fermob Louvre Arm Chair Fermob 1900 Stacking Arm Chair Fermob Metal Bistro 30" $357.00 $470.90 $283.90 Fermob Metal Bistro 38" x 23" $341.70 Ice Mint (Textured) Fermob Duraflon Bistro Fermob Montmartre ARM Chair Fermob Metal Bistro 22.5" FermobBistro 38" $116.45 $266.05 $244.80 $283.90 Frosted Lemon (Textured) LEMON CITY STUDIOS FURNITURE SELECTION Mainstays Hello Sunny Outdoor Bench $89.00 Yellow Butterfly Metal Side Table $59.97 Fermob Metal Bistro $283.90 Bench $99.99 Folding Wrought Iron Chair Non -Slip Memory Foam Honey $49.99 0 LEMON CITY STUDIOS FURNITURE SELECTION LEMON CITY STUDIOS WOULD LIKE TO KEEP A WHOLESOME CLEAN RELAXING PRICE CONTROLLED ATMOSPHERE Vintage White Wrought Iron Outdoor Dining Set $895.00 Kavita Chair Cushion $14.99 Griffith Metal Dining Table $128.97 Bertoia Side Chair with Seat Pad $894.00 EXAMPLE STAFF LOOK 0 LEMON CITY STUDIOS HOLISTIC NIGHT CLUB 0 rx Di LEMON CITY STUDIOS HOLISTIC NIGHT CLUB DJ BOOK AND BANQUETTE SEATING EXISTING 9' HIGH CBS WALL TO REMAIN PROVIDE COMMON RESTROOM STALLS UNDER CUSTOM AWNING/CANOPY STRUCTURE RAISED RESTROOM DECK/PLATFORM EXISTING OVER -HEAD GARAGE DOORS TO REMAIN PROVIDE NEW CONCRETE EGRESS STAIRS NEW ADA COMPLIANT RAMP TO RAISED RESTROOM PLATFORM EXISTING CONCRETE DECK TO RECEIVE NEW WOOD FLOORING FINISH DASHED UNE DENOTES AWNING COVERAGE ABOVE PROVIDE NEW CONCRETE STEPS LEADING UP TO EXISTING CONCRETE DECK LEMON CITY STUDIOS MUSIC AND LIGHT SHOW WITH A LIMITED SEATING FOR BOTTLE SERVICE Z LEMON CITY STUDIOS EXTERIOR BATHROOM BOARD o LEMON CITY STUDIOS LANDSCAPING PLAN EDIBLE TREE GARDEN ORANGE LEMON PAPAYA LIME MANGO LEMON CITY STUDIOS WILL PLANT AN EDIBLE GARDEN BENEFITS OF GROWING AN EDIBLE GARDEN HEALTHY PHYSICAL ACTIVITY STRENGTH, MOBILITY, FLEXIBILITY, RELAXATION HELPS YOU RELAX AND REDUCE STRESS LEVELS APPRECIATION OF FOOD HARVESTED PROVIDES AN UNDERSTANDING OF FOODS & THEIR ORIGIN. THIS GARDEN WILL ALSO BE EDUCATIONAL FOR THE NEIGHBORHOOD TO SHOW HOW EASILY IT IS TO UPKEEP GROW YOUR OWN ORGANIC GARDEN WITHOUT USE OF PESTICIDES AND HEAVY LABOR. 0 LEMON CITY STUDIOS LANDSCAPING PLAN FOR BEES AND BUTTERFLIES o LEMON CITY STUDIOS SELECTED FLOWERS AND PLANTS THAT PROVIDE POLLEN FOR BUTTERFLIES AND BEES LEMON CITY STUDIOS EXISTING UNIT 2 o LEMON CITY STUDIOS EXISTING UNIT 2 o LEMON CITY STUDIOS EXISTING UNIT 3 o LEMON CITY STUDIOS EXISITING UNIT 4 261 NE 73 Street Exception Application (PZ-20-7121) NOTICE ?.."=.m" PZ•20-7121 261 NE 73 Street Exception Application (PZ-20-7121) NOTICE ?.."=.m" PZ•20-7121 261 NE 73 Street Exception Application (PZ-20-7121) NOTICE 211-ftiZ PZ•20-7121 0I12,020 261 NE 73 Street Exception Application (PZ-20-7121) NOTICE ?.."=.m" PZ•20-7121 \\� ii..i\ 4 13ERCow FERNANDEZ VIA ELECTRONIC SUBMISSION i I \; LARKIN + TAPANES ZONING. LAM) USE July 19, 2024 l 200 S. Biscayne Boulevard Suite 300, Miami, FL 33131 www.brzoninglaw.com 305.377.6235 office 305.377.6222 fax bfernandez@brzoninglaw.com David Snow, Interim Planning Director City of Miami Planning Department 444 SW 2nd Avenue, 3rd Floor Miami, FL 33130 Re: Exceptions for 261 NE 73rd Street, Miami, Florida Dear Mr. Snow: This law firm represents Kimberly Diamant and the KD Family Trust, the owners (the "Applicants") of the referenced property (the "Property") in relation to a request for Exceptions, and related requests as described herein, to allow an alcohol beverage serving establishment in the Little River District with food service on the Property called KURK. The Applicant requests City Commission approval to allow the hours of operation from Noon to 3:00 PM and from 5:00 PM to 5:00 AM seven (7) days a week pursuant to Section 4-7 (c) of the City Code. This letter shall serve as the Applicants' revised letter of intent in support of the application. Property. The Property is an irregularly shaped parcel approximately 13,939 square feet in size, located at the corner of NE 73rd Street and NE 3rd Court. This is an area that is mostly developed with industrial warehouse buildings. The Property is located immediately across the street from the Florida East Coast Railway railroad line and is developed with an office warehouse building built in 1949 with an adjusted area of approximately 7,268 square feet according to the Property Appraiser. Land Use and Zoning. Pursuant to the Miami Comprehensive Neighborhood Plan ("MCNP"), the future land use designation is Industrial and the Property is David Snow Page 2 zoned D-2 industrial under the Miami 21 Zoning Code ("Miami 21"). See Figure 1, Zoning Map below. I � L D2 7 D2 D'4 T4-P Figure 1. Zoning Map Proposed Use. The Applicant is proposing to adaptively reuse the existing warehouse building on the Property to operate a bar with food service. The Property has operated as an entertainment venue in the past based on temporary permits. The Applicant is now prosing to invest in various improvements described in the enclosed plans, prepared by FORMGROUP architecture and planning, in order to operate the establishment on a permanent basis as a bar with food service. The Applicant will be preserving the industrial character of the structures on the Property while improving the building with food preparation and restroom facilities to accommodate patrons. Distance Separation. As indicated by the Zoning Map and the aerial images below (See Figures 2 and 3), the Property is located more than 380 feet from the nearest residential homes or residential zoning districts which are to the north. The proposed establishment will comply with Chapter 4, Section 4-4 (f) of the City Code as the existing building is located along the north side of the Property and the proposed establishments front, and the proposed outdoor seating area, is on the south side of the Bercow Radell Fernandez Larkin & Tapanes 1 305.377.6235 direct 1 305.377.6222 fax 1 bfernandez@brzoninglaw.com David Snow Page 3 Property where there is no residential zoning within 500 feet and the nearest residential is located to the east over 660 feet away. There is no residential zoning or development within 500 feet from other directions. Figure 2. Aerial and Distance Map - North Bercow Radell Fernandez Larkin & Tapanes 1305.377.6235 direct 1305.377.6222 fax I bfernandez@brzoninglaw.com click to select Figure 3. Aerial and Distance Map - East David Snow Page 4 Alcohol Reservation. The applicant has also obtained a reservation letter from the zoning department confirming the Property's eligibility for alcohol service, based on its distance separation from other similar proposed or existing establishments. This reservation letter is included in the Documents Folder. Compatibility. The proposed use is compatible with the industrial character of the immediately surrounding area. To the immediate east is the railroad track and a large warehouse building. To the north is another warehouse building and to the west there is also a 32,208 square foot warehouse building followed by a large parking lot and a church. Finally, to the south there is also a group of warehouse buildings. The warehouse surroundings will insure that the outdoor dining area is well buffered from residential areas. Outdoor Dining. KURK will provide a menu that is based on Aegean/Mediterranean cuisine in a "smart casual" dining atmosphere. (See Exhibit A, Menu). There is an outdoor dining area that is approximately 4,855 square feet and the indoor areas total approximately 6,444 square feet, which includes a small office management area of approximately 894 square feet. There are a total of 62 tables and 295 seats available for patrons. The outdoor area contains 50 tables and 208 seats and Bercow Radell Fernandez Larkin & Tapanes 1 305.377.6235 direct 1 305.377.6222 fax 1 bfernandez@brzoninglaw.com David Snow Page 5 the indoor area and bar contain a total of 12 tables and 87 seats as described on Page A-2 of the plans. There is one (1) kitchen and all guests will be served by waiters. PROPOSED USE � MCI IC MILE MiCaoe Requests. The Applicant seeks an Exception pursuant to Chapter 4-7 of the City Code to allow a bar with food service to operate with extended hours until 5:00 AM. The Applicant also requests a Warrant in order to allow outdoor dining pursuant to Article 6.3.2 (1) of the Code, within the courtyard area as shown on the proposed plan. The proposed offsite parking to be provided is not required parking, therefore, a waiver is not required. The Applicant is also requesting an Exception pursuant to Article 6 Table 13 to allow a space with more than 5,000 square feet of floor area in the D2 Transect. Establishments occupying more than 5,000 square feet of Floor Area shall require an Exception with approval by the City Commission. Establishments located within an Entertainment District as defined within Section 4-9 of the City Code shall not be subject to an Exception permit. Since the Property is not located in an Entertainment District, we are requesting an Exception to allow the adaptive reuse of the existing building with a restaurant with alcohol service. Exceptions. In response to the information required for requested Exceptions under Chapter 4 of the City Code the Applicant provides the following information: Bercow Radell Fernandez Larkin & Tapanes 1 305.377.6235 direct 1 305.377.6222 fax 1 bfernandez@brzoninglaw.com David Snow Page 6 Operational Plan. KURK will operate seven (7) days a week from Noon to 3:00 PM and from 5:00 PM to 5:00 AM. There will initially be approximately 25 employees including bartenders, cooks, security personnel and a property manager. The goal of the business is to provide a neighborhood eating and drinking establishment that preserves the existing warehouse building and adds to the variety of venues that make up the unique Little River District. The indoor area and outdoor dining area will both be serviced from a central kitchen area described on the proposed plan. Human Security Detail Kurk will be employing its own security guards and also off duty City of Miami police officers during periods when the bar becomes busier. It is the general policy to have both a man and a woman, each of which operates as a host at the front door. There will also be a security guard that will wear bodycam. The security guard and the managers will be in communication through radio communication system. The communication amongst the various employees will insure that the bar is operated professionally and in line with the current security standards. Parking Plan. Based on the building's additional area a total of 3 parking spaces are required. The Applicant is proposing to provide five (5) on street parking spaces along NE 73rd Street. The Applicant has also contacted the Florida East Coast Railroad (FEC) and has confirmed that they have space available to lease to the Applicant along NE 73rd Street within the FEC right-of-way that can accommodate up to thirteen (13) additional spaces. A copy of the lease proposal from the FEC is included in the Documents Folder (See PZD-7). Traffic Circulation. The Property is located in a remote industrial area abutting the FEC railroad tracks. Cars can only approach the property along either NE 73rd Street, or along NE 3rd Court. Both of these streets terminate at the Property and are non- residential in the vicinity of the Property. There is also ample opportunity for on street parking and for a valet attendant abutting the Property. Given the fact that the busiest hours will be in the evening and on weekends, the traffic generation will have a nominal effect on the surrounding roadways. In addition, the roadway impacts associated with patrons arriving by car will be minimal as there is no traffic congestion at any time in the immediate area. Crowd Control/Queuing plan. The arrival of patrons will be managed by the onsite security. There will be personnel assigned to greet patrons at the door as described above. Technology will also play a crucial role in managing potential queues as the restaurants will offer reservations and online booking options, which will help in Bercow Radell Fernandez Larkin & Tapanes 1305.377.6235 direct 1305.377.6222 fax I bfernandez@brzoninglaw.com David Snow Page 7 anticipating customer arrival. If necessary, patrons will be required to que within the long sidewalk area along NE 73rd Street before entering. r •NO NEI-00.10 r'1 EMPAwci RAVE L bJNO / “ FLOW V. °(R) L=213.60' .(MEAS) L1=1°18'/1" (R) I r ❑= 14°18'$9" (MEAS R= 855.37' e Sanitation. Sanitation services will be provided by a private hauler, Waste Connections, on a daily basis. In addition, employees will be assigned to inspect and maintain the swale areas in the vicinity of the Property along NE 73rd Street and NE 3rd Court on a daily basis. Noise Attenuation. The Property is located more than two -hundred feet (200') from residential and is not required to provide a noise attenuation plan. However, the Ambient Standard in the D-2 Transect, described in Article 5.9.7 (a), provides that noise shall be regulated by the City Code. Kurk is well situated to operate in compliance with the City Code standards based on its physical separation from residential development. In addition, the outdoor music will be maintained at lower volume than the music indoors in order to ensure compliance with the City Code. Outdoor Dining Warrant. The KURK courtyard will be decorated with patio furniture and will offer seating for dining in a relaxed environment. Pursuant to Article 6.3.2 of Miami 21, within open space, or partially open space, an outdoor dining area may be permitted subject to the Warrant process. In the present case, the outdoor dining will be taking place entirely on the Property. Pursuant to Article 7, Section 7.1.2.4(d) of Miami 21, review of an application for a Warrant will be reviewed for compliance with Miami 21, the intent of the Transect, the guiding principles of the Miami 21 Code, and the manner in which the proposed use will operate given its specific location and proximity to less intense uses. The Applicant's proposed Outdoor Dining Area is compliant with Miami 21 and its guiding principles. The Project will adaptively reuse existing structures and will Bercow Radell Fernandez Larkin & Tapanes 1 305.377.6235 direct 1 305.377.6222 fax 1 bfernandez@brzoninglaw.com David Snow Page 8 activate an underutilized site. This will add vibrancy to the area while not interfering with the industrial character of the Little River District area. Furthermore, the outdoor dining area will provide an aesthetically appealing area that is uniquely situated while remaining consistent with the industrial character of the Little River District. Analysis under Article 4 Table 12. The requested Exceptions and the Warrant comply with the Design Review Standards, as applicable, and as described below: BUILDING DISPOSITION. The location of the existing building is unchanged, except for a small addition (approximately 861 square feet) which is located on the west side of the Property adjacent to an industrial warehouse building. Pedestrian activity will be enhanced as a result of the adaptive reuse of the building and the improvements to the existing perimeter wall that will beautify the Property creating a more pleasant experience for both pedestrians and people driving by the Property. BUILDING CONFIGURATION. As discussed, the existing building location will remain unchanged. However, the utilization of the open areas on the Property for outdoor dining will provide a more usable and inviting open space that will offer new dining opportunities to the neighborhood and that can be conveniently accessed. The outdoor dining area is also located between the building and the frontage line in order to buffer the outdoor seating area from the surrounding area. BUILDING FUNCTION & DENSITY. The proposed building function is in keeping with the changes in the Little River area which are providing a greater amount of dining opportunities to the north east parts of the City. The proposed outdoor dining use is also appropriate given the Property's separation from the nearest residential area. PARKING STANDARDS. The Applicant intends to meet the restaurant's parking demand by providing valet service. The Applicant has also contacted the Florida East Coast Railroad (FEC) and has confirmed that they have space available to lease to the Applicant along NE 73rd Street within the FEC right-of-way. There are also opportunities for on -street parking in the surrounding industrial area. Bercow Radell Fernandez Larkin & Tapanes 1305.377.6235 direct 1305.377.6222 fax I bfernandez@brzoninglaw.com David Snow Page 9 ARCHITECTURAL STANDARDS. The improvements to the building will result in a complete remodeling with architectural enhancements that include high -quality, durable Building materials such as stainless steel, marble and glass furnishings suitable for outdoor use. Architectural elements with wood veneers have also been introduced that will provide warmth to enhance the patron experience. LANDSCAPE STANDARDS. The proposed landscaping and hardscape will enhance the building's open areas with a variety of trees, palms and shrubs. The landscape area lines the interior portions of the perimeter wall creating an inviting seating area that for a pleasant dining experience. AMBIENT STANDARDS. The outdoor dining and extended hours of operation at this location is certain to operate in compliance with the City Code standards based on its physical separation from residential development. All outdoor lighting will be discrete and designed to create a warm and welcoming outdoor dining experience. For all of the foregoing reasons, we respectfully request your favorable review and recommendation. Should you have any questions or concerns, please do not hesitate to contact me at 305-377-6235. Sincerely, 1(-?1— (9--- Ben Fernandez BF/bl Bercow Radell Fernandez Larkin & Tapanes 1305.377.6235 direct 1305.377.6222 fax I bfernandez@brzoninglaw.com Citg March 28, 2024 Kimberly Diamant 261 NE 73 Street Miami, FL 33138 This Anal decisi , maybe a7pealed to the Appeals Board byarry aggrieved party. witfn .__ •,cw date of postlng try rung a written appeal and apprW Aare lee xim the Healing Boards Division. located at 4445W Ind Avenue, 3rd Floor, Miami, FL BOO. Telephone number 5094M-203a Re: Extension of Alcohol Reservation Letter for 261 NE 73 Street- 4COP Quota License Dear Ms. Diamant: The Office of Zoning has received your request to extend an Alcohol Reservation Letter ("Reservation") dated January 23, 2024, for the property located at 261 NE 73 Street Miami, FL 33138 for a 4COP Quota License. Evidence of reasonable progress in acquiring a certificate of use for an alcohol service establishment at the proposed location has been presented. As such, the Reservation shall be extended for one (1) year beginning February 16, 2024, through February 16, 2025 pursuant to Chapter 4, Section 4-7 of the Code of the City of Miami, Florida, as amended ("Code"). Prior to the expiration of the extension you must either acquire the aforementioned certificate of use or seek an additional extension. Please note, you may also have to comply with any other requirements found in the Zoning Ordinance and/or Chapter four of the City of Miami Code of Ordinances. If you have any questions, please email Mr. Rafael Rodriguez, Jr. at rafaelrodriguez@miamigov.com. Sincerely, Goldberg, Digitally signed by Goldberg, Daniel Date: 2024.03.28 11:42:48 Dd S. Gold'berg,ontr. Interim Director//Zoning Administrator Cc: Zoning Pending Applications File PZ- 24-17628 OFFICE OF ZONING 444 S.W. 2nd Avenue, 2nd Floor / Miami, Florida 33130 / Phone: (305) 416-1499 Fax (305) 416-2156 Mailing Address: P.O. Box 330708 Miami, Florida 33233-0708 CItty of Aiwa THIS IS NOT A BILL CERTIFICATE OF USE FIRE SAFETY PERMIT BUSINESS NAME : DBA: DATE ISSUED: VALID FROM: ACCOUNT NUMBER: SERVICE ADDRESS: APPROVED USE: COMMENTS: RESTRICTIONS: KD FAMILY TRUST LEMON CITY STUDIOS 12/30/15 10/01/20 TO 09/30/21 130642 261 NE 73 ST CUO4 -Industrial Storage/ Distribution General warehouse SHELL ONLY NOTICE: This certificate you relocate, sell the b type of business a n obtained from Building a 2" Avenue, 40, Floor, Pho Restrictions on this CU are informational only. For all restrictions, please contact the Office of Zoning • PLEASE DISPLAY THIS CERTIFICATE IN A CONSPICUOUS LOCATION AT OCCUPANCY ADDRESS. • FAVOR DE MOSTRAR ESTE CERTIFICADO EN UN SITIO VISIBLE EN LA DIRECCION DEL COMERCIO. sins,cor s iih. feral ang mu 444 16-1 " Please note that this Certificate of Use expires on September 30th of the effective year listed herein. Ensuring renewal by October 1st is the responsibility of the business entity. For further information you may call (305) 416-1570. Favor de tomar nota que este Certificado de Uso se vence el 30 de Septiembre d ano indicado. Asegurar la renovacion para el 1r° de Octubre es la responsabilid; del negocio. Para mas informacion puede Ilamar al (305) 416-1570. Tanpri note byen setifika wap itilize-a ap ekspire jou 30 Septam ane sa-a. Se responsability met biznis la you li renouvle-I Premye Oktob ane kap vini-a. Si ou bezwen plis enfomasyon, ou ka rele nou nan: (305) 416-1570. Traffic Impact Study Lemon City Studios Restaurant lo M)A. • L._I 261 NE 73rd Street Miami, Florida Richard Garcia & Associates, Inc. January 5th, 2021 Lemon City Studios Restaurant Traffic Impact Study Engineer's Certification I, Carlos X. Valentin, P.E. # 78422, certify that I currently hold an active Professional Engineers License in the State of Florida and am competent through education and experience to provide engineering services in the civil and traffic engineering disciplines contained in this report. In addition, the firm Richard Garcia & Associates, Inc. holds a Certificate of Authorization # 9592 in the State of Florida. I further certify that this report was prepared by me or under my responsible charge as defined in Chapter 61 G15-18.001 F.A.C. and that all statements, conclusions and recommendations made herein are true and correct to the best of my knowledge and ability. PROJECT DESCRIPTION: Lemon City Studios Restaurant - Traffic Impact Study PROJECT LOCATION: 261 NE 73rd Street Miami, Florida r, \\ OS X. / ocENSF No. 78422 -a 1. 3-P S ATE OF <j/ \C' C_O Florida Registration N8.1 V842 tr 1/5/2021 Date RICHARD GARCIA & ASSOCIATES, INC. Page ii Lemon City Studios Restaurant Traffic Impact Study TABLE OF CONTENTS Engineer's Certification ii Executive Summary 1 Introduction 4 Project Location / Description 4 2020 Existing Condition 6 Turning Movement Counts (TMC's) 6 Traffic Operational Analysis - Intersection Level of Service (LOS) 6 Roadway Link Analysis - AM & PM Peak Hour 8 Project Traffic 9 Trip Generation 9 Trip Distribution 11 Trip Assignment 12 2021 Proposed Future Condition 14 Background Traffic Growth 14 Committed Developments 14 Future Traffic Volumes (Intersection) - AM & PM Peak Hour 14 Traffic Operational Analysis - Intersection LOS 14 Roadway Link Analysis - AM & PM Peak Hour 16 Conclusion 17 RICHARD GARCIA & ASSOCIATES, INC. Page III Lemon City Studios Restaurant Traffic Impact Study LIST OF FIGURES Figure 1: Location Map 4 Figure 2: Site Plan 5 Figure 3: 2020 Existing Seasonally Adjusted TMC's - AM Peak Hour 7 Figure 4: 2020 Existing Seasonally Adjusted TMC's - PM Peak Hour 7 Figure 5: TAZ Map 11 Figure 6: Site Traffic (Project Net Trips) - AM Peak Hour 13 Figure 7: Site Traffic (Project Net Trips) - PM Peak Hour 13 Figure 8: 2021 Future Condition with Project - AM Peak Hour 15 Figure 9: 2021 Future Condition with Project - PM Peak Hour 15 LIST OF TABLES Table 1: Intersection LOS Summary - AM & PM Peak Hour 3 Table 2: 2020 Existing Condition LOS & Delay - AM & PM Peak 6 Table 3: 2020 Existing Roadway Traffic Volumes & LOS - AM & PM Peak 8 Table 4: Trip Generation - AM Peak Hour 10 Table 5: Trip Generation - PM Peak Hour 10 Table 6: Directional Trip Distribution Percentages 12 Table 7: Directional Trip Assignment 12 Table 8: 2021 Future Intersection LOS & Delay - AM & PM Peak Hour 16 Table 9: 2021 Future Roadway Traffic Volumes LOS - AM & PM Peak 16 APPENDICES Appendix 1: Trip Generation Appendix 2: Trip Distribution / Assignment Appendix 3: Signal Timing, Background Growth and Adjustment Factor Appendix 4: Traffic Counts (TMC's & ATR's) & Site Plan Appendix 5: Traffic Operational Analysis - Level of Service (LOS) Appendix 6: Roadway Link Analysis R4LL RICHARD GARCIA & ASSOCIATES, INC. Page iv Lemon City Studios Restaurant Traffic Impact Study Executive Summary This study was prepared to determine the vehicle trips associated with the proposed redevelopment and to evaluate the traffic impacts to the intersections and roadways within the study area. The analysis documented herewith evaluates the existing traffic condition and proposed future condition with and without project trips during the adjacent roadway's AM and PM peak hour. The subject site is located at 261 NE 73rd Street in the City of Miami, Florida. This site has an existing warehouse building with 7,226 square feet. This building will be expanded and converted into a restaurant with 9,298 square feet. The project build -out year is slated for 2021. Moreover, the subject project will maintain the existing service driveway and will provide off -site parking adjacent to the site. The trip generation characteristics for the subject project were obtained from ITE's Trip Generation Manual, 10th Edition. The trip generation analysis was performed for a typical weekday's AM and PM peak hour. The following land uses, as identified by the Institute of Transportation Engineers (ITE), most closely resemble the proposed redevelopment. These land uses (LU) are as follows: Existing Use: Proposed Use: LU 150: Warehouse - 7,226 Square Feet LU 931: Quality Restaurant - 9,298 Square Feet Moreover, the trip generation analysis includes trip reduction factors such as pass - by trips and mode split. The pass -by trips for the restaurant were obtained from the ITE Trip Generation Handbook while the trip reduction percentages for mode split (i.e. transit, walking and bicycle) were obtained from published census data (US Census Bureau, Miami -Dade County tract 14.02). As a result, the trip generation calculations yielded 4 net external trips (0 trips -in &4 trips -out) during the AM peak hour and 20 net external trips (14 trips -in & 6 trips -out) during the PM peak hour. The peak hour trips were distributed to the studied intersections and assigned to the site consistent with the traffic distribution percentages for the project's Traffic Analysis Zone (TAZ) 406 as documented by the Metropolitan Planning Organization's (MPO) on the Miami -Dade Transportation Plan (to the Year 2040) Directional Trips Distribution Report, October 2014. The corresponding trip distribution percentages were determined by interpolating between the 2010 TAZ and 2040 TAZ data for the projected design year of 2021. Note, the project trips were not assigned to the existing driveway since this project will not have on -site parking. EURICHARD GARCIA & ASSOCIATES, INC. Page 1 Lemon City Studios Restaurant Traffic Impact Study Manual Turning Movement Counts (TMC's) were collected at the three (3) intersections identified in Table 1. These counts were performed on Thursday, December 10th, 2020 during the AM peak period (7:00 AM to 9:00 AM) and PM peak period (4:00 PM to 6:00 PM). The traffic volumes for the AM and PM peak hour were determined, adjusted for peak seasonal variations by utilizing the Florida Department of Transportation Seasonal Factor (SF) and utilized in the traffic operational analysis for the existing condition. As a result, the studied intersections yielded LOS A during the AM and PM peak hour. Based on historical trends and using traffic data from the Florida Department of Transportation (FDOT Count Station 8707) and Miami -Dade County (Station 9278), a growth rate was calculated to estimate any potential background traffic within the year build -out. The highest growth rate resulted in 0.46 percent. However, a nominal 0.5 percent was used, compounded and applied to the existing traffic volumes in order to calculate the background traffic for the year 2021. The future traffic volumes without project include the existing traffic volumes and background traffic. Similarly, the traffic volumes for the future condition with project include the existing traffic, background traffic and site traffic (project net trips). The resulting AM and PM pea k hour traffic volumes were evaluated for Level of Service. The traffic operational analysis revealed that all the studied intersections will maintain the existing LOS A during the AM and PM peak hour. Table 1 summarizes the LOS results. Furthermore, 48-hour Automatic Traffic Recorder (ATR's) counts were collected at NE 2nd Avenue (north of NE 73rd Street) and NE 73rd Street (east of NE 2nd Avenue). These traffic counts were performed from December 9th through December loth, 2020 and utilized to identify the roadway's AM and PM peak hour traffic volumes. The peak hour volumes for each roadway were adjusted for seasonal variations by utilizing the applicable adjustment factors (i.e. FDOT Seasonal Factor and Axle Correction Factor) and evaluated for Level of Service. As a result, the roadway link analysis for the existing condition and future condition with and without project traffic yielded LOS C for the AM and PM peak hour. In conclusion, the studied intersections will maintain the existing LOS A for the future condition with and without project. The studied roadway links yielded LOS C for both the existing condition and future condition with and without project traffic. Therefore, no off -site improvements are required or recommended at this time. Lastly, it is fair to conclude that sufficient roadway capacity exists to support the subject project. EURICHARD GARCIA & ASSOCIATES, INC. Page 2 Lemon City Studios Restaurant Table 1: Intersection LOS Summary - AM & PM Peak Hour Traffic Impact Study 2020 Existing Condition AM Peak Hour PM Peak Hour Location Intersection control Overall Critical Approach TWSC Overall Critical Approach TWSC LOS Delay (sec) Approach LOS Delay (sec) LOS Delay (sec) Approach LOS Delay (sec) 1 NE 2 Avenue & NE 73 Street TStopay A 0.3 VVB B 13.5 A 0.6 VVB C 19.1 2 NE 2 Avenue & NE 75 Street Traffic Signal A 6.9 - - - A 7.4 - - - 3 NE 75 Street & NE 3 Court TtOPay S2021 A 5.2 SB A 8.8 A 6.4 NB A 9.3 Future Condition (without Project Trips) AM Peak Hour PM Peak Hour Location Intersection Control Overall Critical Approach TWSC Overall Critical Approach TWSC LOS Delay (sec) Approach LOS Delay (sec) LOS Delay (sec) Approach LOS Delay (sec) 1 NE 2 Avenue & NE 73 Street TtOPay S2 A 0.3 WB B 13.5 A 0.6 VVB C 19.2 NE 2 Avenue & NE 75 Street Traffic Signal A 6.9 - - - A 7.5 - - - 3 NE 75 Street & NE 3 Court TtOPay S2021 A 5.2 SB A 8.8 A 6.4 NB A 9.3 Future Condition (with Project Trips) AM Peak Hour PM Peak Hour Location Intersection Control Overall Critical Approach TWSC Overall Critical Approach TWSC LOS Delay (sec) Approach LOS Delay (sec) LOS Delay (sec) Approach LOS Delay (sec) 1 NE 2 Avenue & NE 73 Street TtOPay S2 A 0.4 VVB B 13.3 A 0.7 VVB C 19.6 NE 2 Avenue & NE 75 Street Traffic Signal A 7.0 - - - A 7.7 - - - 3 NE 75 Street & NE 3 Court TtOPay S A 5.4 SB A 8.8 A 6.1 NB A 9.3 RICHARD GARCIA & ASSOCIATES, INC. Page 3 Lemon City Studios Restaurant Traffic Impact Study Introduction The purpose of this study is to evaluate the traffic impacts associated with the subject project. The analysis documented herewith evaluates the existing traffic condition and future condition with and without project traffic during the adjacent roadway's AM and PM peak hour. Project Location / Description The subject site is located at 261 NE 73rd Street in the City of Miami, Florida. This site has an existing warehouse building with 7,226 square feet. This building will be expanded and converted into a restaurant with 9,298 square feet. The project build -out year is slated for 2021. Moreover, the subject project will maintain the existing service driveway and will provide off -site parking adjacent to the site. Figure 1 depicts the site's location map while Figure 2 is the site plan provided for illustrative purposes only. Figure 1: Location Map MERICHARD GARCIA & ASSOCIATES, INC. Page 4 Lemon City Studios Restaurant Figure 2: Site Plan N (.0 Traffic Impact Study CuA RICHARD GARCIA & ASSOCIATES, INC. Page 5 Lemon City Studios Restaurant Traffic Impact Study 2020 Existing Condition The purpose of this section is to identify the current operational and geometric characteristics at the intersections and roadways within the study area in order to provide a comparison to future conditions. Turning Movement Counts (TMC's) Manual Turning Movement Counts (TMC's) were collected at the intersections identified below. These counts were performed on Thursday, December loth, 2020 during the AM peak period (7:00 AM to 9:00 AM) and PM peak period (4:00 PM to 6:00 PM). The traffic volumes for the AM and PM peak hour were determined, adjusted for peak seasonal variations by utilizing the Florida Department of Transportation Seasonal Factor (SF) and utilized in the traffic operational analysis for the existing condition. Figures 3 and 4 depict the existing seasonally adjusted AM and PM peak hour TMC's, respectively. Appendix 4 contains the raw data and the tables utilized to develop the seasonally adjusted turning movement counts. Traffic counts and operational characteristics were gathered at the following intersections: 1. NE 2nd Avenue & NE 73rd Street (Two -Way -Stop) 2. NE 2nd Avenue & NE 75th Street (Traffic Signal) 3. NE 75th Street & NE 3rd Court (Two -Way Stop) Traffic Operational Analysis - Intersection Level of Service (LOS) The turning movement counts shown in Figures 3 and 4 were utilized to perform a traffic operational analysis for the existing AM and PM peak hour condition. This analysis follows the latest Highway Capacity Manual (HCM) methodology and was performed consistent with the traffic operational characteristics at the time data collection took place (i.e. lane geometry, traffic control, etc). As a result, the studied intersections yielded LOS A during the AM and PM peak hour. Table 2 summarizes the LOS and vehicle delay results while Appendix 5 contains other outputs such as volume to capacity ratio (V/C) and 95th Percentile Queue. Table 2: 2020 Existing Condition LOS & Delay - AM & PM Peak 2020 Existing Condition AM Peak Hour PM Peak Hour Location Intersection Control Overall Critical Approach TWSC Overall Critical Approach TWSC LOS Delay (sec) Approach LOS Delay (sec) LOS Delay (sec) Approach LOS Delay (sec) 1 NE 2 Avenue & NE 73 Street Two -Way Stop A 0.3 WB B 13.5 A 0.6 WB C 19.1 2 NE 2 Avenue & NE 75 Street Traffic Signal A 6.9 - - - A 7.4 - - - 3 NE 75 Street & NE 3 Court Two -Way Stop A 5.2 SB A 8.8 A 6.4 NB A 9.3 EURICHARD GARCIA & ASSOCIATES, INC. Page 6 Lemon City Studios Restaurant Traffic Impact Study Figure 3: 2020 Existing Seasonally Adjusted TMC's - AM Peak Hour Figure 4: 2020 Existing Seasonally Adjusted TMC's - PM Peak Hour k(gA RICHARD GARCIA & ASSOCIATES, INC. Page 7 Lemon City Studios Restaurant Traffic Impact Study Roadway Link Analysis - AM & PM Peak Hour As part of the roadway link analysis, 48-hour Automatic Traffic Recorder (ATR's) counts were collected at NE 2nd Avenue (north of NE 73rd Street) and NE 73rd Street (east of NE 2nd Avenue). These traffic counts were performed from December 9th through December 10th, 2020 and utilized to identify the roadway's AM and PM peak hour traffic volumes. The peak hour volumes for each roadway were adjusted for seasonal variations by utilizing the applicable adjustment factors (i.e. FDOT Seasonal Factor and Axle Correction Factor) and evaluated for Level of Service. As a result, the analysis yielded LOS C for both roadways during the AM and PM peak hour. Table 3 summarizes the traffic volumes and LOS results for the AM and PM peak hour. Appendix 6 contains the supporting documentation. Table 3: 2020 Existing Roadway Traffic Volumes & LOS - AM & PM Peak Roadway Analysis - AM Peak Hour 2020 Existing Condition Roadway Location LOS / Volume Standard Two -Way Volume Available Capacity LOS 1 NE 2 Avenue north of NE 73 Street LOS E+50 / 4,104 VPH County - 4LU 702 3,402 C 2 NE 73 Street east of NE 2 Awnue LOS E / 1,269 VPH Local - 2LU 46 1,223 C Roadway Analysis - PM Peak Hour 2020 Existing Condition Roadway Location LOS / Volume Standard Two -Way Volume Available Capacity LOS 1 NE 2 Awnue north of NE 73 Street LOS E+50 / 4,104 VPH County - 4LU 1,036 3,068 C 2 NE 73 Street east of NE 2 Avenue LOS E / 1,269 VPH Local - 2LU 46 1,223 C KARICHARD GARCIA & ASSOCIATES, INC. Page 8 Lemon City Studios Restaurant Traffic Impact Study Project Traffic This section of the report describes the trip generation associated with the subject project. The trip generation analysis summarized below was performed consistent with the methodology described in the Institute of Transportation Engineers (ITE) Trip Generation Handbook, 3rd Edition. Trip Generation The trip generation characteristics for the subject project were obtained from ITE's Trip Generation Manual, 10th Edition. The trip generation analysis was performed for a typical weekday's AM and PM peak hour. The following land uses, as identified by the Institute of Transportation Engineers (ITE), most closely resemble the proposed redevelopment. These land uses (LU) are as follows: Existing Use: Proposed Use: LU 150: Warehouse - 7,226 Square Feet LU 931: Quality Restaurant - 9,298 Square Feet Moreover, the trip generation analysis includes trip reduction factors such as pass - by trips and mode split. The pass -by trips for the restaurant were obtained from the ITE Trip Generation Handbook while the trip reduction percentages for mode split (i.e. transit, walking and bicycle) were obtained from published census data (US Census Bureau, Miami -Dade County tract 14.02). As a result, the trip generation calculations yielded 4 net external trips (0 trips -in &4 trips -out) during the AM peak hour and 20 net external trips (14 trips -in & 6 trips -out) during the PM peak hour. The ITE rates and percentages for the AM and PM peak hour are included in Appendix 2. Tables 3 and 4 summarize the trip generation calculations and results for the AM and PM peak hour, respectively. EURICHARD GARCIA & ASSOCIATES, INC. Page 9 Lemon City Studios Restaurant Table 4: Trip Generation - AM Peak Hour Traffic Impact Study LAND USE (LU) UNITS ITE LU CODE ITE TRIP RATE PEAK HOUR TRIPS IN OUT TOTAL Existing Warehouse 7.226 Th.SF. 150 0.17 1 0 1 Proposed Quality Restaurant 9.298 Th.SF. 931 0.73 2 5 7 External Trips (Proposed Site Gross Trips) 2 5 7 1 Mode Split Trip Reductions Transit (Public Transportation) 24.2% of External Trips 1 1 2 o Bicycle 0.0 /o of External Trips 0 0 0 Walking 3.0% of External Trips 0 0 0 Total Mode Split Reduction Trips 1 1 2 Existing Trips 1 0 1 Net External Trips (External Trips - Mode Split Trips - Existing Trips) 0 4 4 Notes: Sources: ITE Trip Generation, 10th Edition & ITE Trip Generation Handbook, 3rd Edition. Th.SF.= 1,000 Square Feet 1 Mode split is the anticipated reduction of trips attributed to alternative transportation modes other than automobiles. Census data (US Census Bureau, tract 14.02) was used to determine the mode split reduction %. Table 5: Trip Generation - PM Peak Hour LAND USE (LU) UNITS ITE LU CODE ITE TRIP RATE PM PEAK HOUR TRIPS IN OUT TOTAL Existing Warehouse 7.226 Th.SF. 150 0.19 0 1 1 Proposed Quality Restaurant 9.298 Th.SF. 931 7.80 49 24 73 External Trips (Proposed Site Gross Trips) 49 24 73 1 Mode Split Trip Reductions Transit (Public Transportation) 24.2% of External Trips 12 6 18 o Bicycle 0.0 /o of External Trips 0 0 0 Walking 3.0% of External Trips 1 1 2 Total Mode Split Reduction Trips 13 7 20 2 Pass -By Trips (Restaurant) 44.0% 22 10 32 Existing Trips 0 1 1 Net External Trips (External Trips - Mode Split Trips - Existing Trips) 14 6 20 Notes: Sources: ITE Trip Generation, 10th Edition & ITE Trip Generation Handbook. 3rd Edition. Th.SF.= 1,000 Square Feet 1 Mode split is the anticipated reduction of trips attributed to alternative transportation modes other than automobiles. Census data (US Census Bureau, tract 14.02) was used to determine the mode split reduction %. 2 Pass -by percentage was obtained from the ITE Trip Generation Handbook 3rd Edition. EURICHARD GARCIA & ASSOCIATES, INC. Page 10 Lemon City Studios Restaurant Traffic Impact Study Trip Distribution The subject project is located within the Traffic Analysis Zone (TAZ) 406 as assigned by the Metropolitan Planning Organization's (MPO) on the Miami -Dade Transportation Plan (to the Year 2040) Directional Trips Distribution Report, October 2014. As such, the trip distribution was performed consistent with the trip distribution percentages of TAZ 406 and by interpolating between the 2010 and 2040 TAZ data for the design year of 2021. Figure 5 depicts the TAZ map while the directional trip distribution percentages are outlined in Table 6. Appendix 2 contains the supporting documentation. Figure 5: TAZ Map BICLA RICHARD GARCIA & ASSOCIATES, INC. Page 11 Lemon City Studios Restaurant Traffic Impact Study Table 6: Directional Trip Distribution Percentages DIRECTION DISTRIBUTION PERCENTAGES (%) MIAMI-DADE LRTP MODEL YEAR DESIGN YEAR 2010 2040 2021 z** CnCnm m z z z Cp C C C z z g** g m m m m 17.80 17.30 17.62 5.90 6.00 5.94 4.80 4.50 4.69 12.50 15.00 13.42 15.00 16.90 15.70 15.40 15.80 15.55 14.80 13.70 14.40 13.90 10.70 12.73 TOTAL 100.00 100.00 100.00 Trip Assignment The net external trips have been further distributed into the four quadrants: North, South, East and West. Table 7 includes the trip distribution percentages and the corresponding trip assignments for the AM and PM peak hour. Lastly, Figures 6 and 7 depict the net trips assigned to the studied intersections for the AM and PM peak hour, respectively. Table 7: Directional Trip Assignment DIRECTION DISTRIBUTION WODIRECTION DESIGN YEAR DISTRIBUTION AM PEAK HOUR TRIPS PM PEAK HOUR TRIPS IN OUT TOTAL IN OUT TOTAL NNE 17.62 NORTH 30.34% 0 1 1 4 2 6 ENE 5.94 ESE 4.69 EAST 10.63% 0 0 0 2 0 2 SSE 13.42 SSW 15.70 SOUTH 29.11% 0 1 1 4 2 6 WSW 15.55 WNW 14.40 WEST 29.94% 0 2 2 4 2 6 NNW 12.73 TOTAL 100.00 100.00% 0 4 4 14 6 20 EURICHARD GARCIA & ASSOCIATES, INC. Page 12 Lemon City Studios Restaurant Figure 6: Site Traffic (Project Net Trips) - AM Peak Hour Figure 7: Site Traffic (Project Net Trips) - PM Peak Hour CuARICHARD GARCIA & ASSOCIATES, INC. Traffic Impact Study Page 13 Lemon City Studios Restaurant Traffic Impact Study 2021 Proposed Future Condition This section of the report describes the traffic parameters utilized to develop the future peak hour volumes and to evaluate the 2021 future condition with and without the project trips. Background Traffic Growth Using historical traffic data from the Florida Department of Transportation (FDOT Count Station 8707) and Miami -Dade County (Station 9278), a growth rate was calculated to estimate any potential background traffic within the year build -out. The highest growth rate resulted in 0.46 percent. However, a nominal 0.5 percent was used, compounded and applied to the existing traffic volumes in order to calculate the background traffic for the year 2021. Appendix 3 contains the supporting documentation. Committed Developments A review of the study area was performed in an effort to account for any committed developments within the project's vicinity. As a result, no quantifiable committed development was identified at the time. Future Traffic Volumes (Intersection) - AM & PM Peak Hour The future traffic volumes without project include the existing traffic volumes and background traffic. Similarly, the traffic volumes for the future condition with project include the existing traffic, background traffic and site traffic (project net trips). The resulting AM and PM pea k hour traffic volumes were evaluated for Level of Service. Figures 8 and 9 depict the future traffic volumes with project trips for the AM and PM peak hour, respectively. Appendix 4 contains the calculations for the specific movements while Appendix 5 includes the figures for the proposed future condition without project. Traffic Operational Analysis - Intersection LOS As previously mentioned, the 2021 future traffic volumes with and without project trips were evaluated to determine the level of service at the studied intersections. The traffic operational analysis revealed that all the studied intersections will maintain the existing LOS A during the AM and PM peak hour. Table 8 summarizes the LOS results while Appendix 5 includes the Synchro software sheets with other outputs such as queue lengths and volume to capacity (v/c) ratio. EURICHARD GARCIA & ASSOCIATES, INC. Page 14 Lemon City Studios Restaurant Figure 8: 2021 Future Condition with Project - AM Peak Hour Figure 9: 2021 Future Condition with Project - PM Peak Hour MERICHARD GARCIA & ASSOCIATES, INC. Traffic Impact Study Page 15 Lemon City Studios Restaurant Traffic Impact Study Table 8: 2021 Future Intersection LOS & Delay - AM & PM Peak Hour 2021 Future Condition (without Project Trips) AM Peak Hour PM Peak Hour Location Intersection Control Overall Critical Approach TWSC Overall Critical Approach TWSC LOS Delay (sec) Approach LOS Delay (sec) LOS Delay (sec) Approach LOS Delay (sec) 1 NE 2 Avenue & NE 73 Street T StoPaY A 0.3 WB B 13.5 A 0.6 WB C 19.2 2 NE 2Avenue & NE 75 Street Traffic Signal A 6.9 - - - A 7.5 - - - 3 NE 75 Street & NE 3 Court T StoPaY A 5.2 SB A 8.8 A 6.4 NB A 9.3 2021 Future Condition (with Project Trips) AM Peak Hour PM Peak Hour Location Intersection Control Overall Critical Approach TWSC Overall Critical Approach TWSC LOS Delay (sec) Approach LOS Delay (sec) LOS Delay (sec) Approach LOS Delay (sec) 1 NE 2Avenue & NE 73 Street T StoPaY A 0.4 WB B 13.3 A 0.7 WB C 19.6 2 NE 2Avenue & NE 75 Street Traffic Signal A 7.0 - - - A 7.7 - - - 3 NE 75 Street & NE 3 Court T StoPaY A 5.4 SB A 8.8 A 6.1 NB A 9.3 Roadway Link Analysis - AM & PM Peak Hour The future traffic volumes for the studied roadway links include the existing traffic, background traffic and the project trips. The resulting future traffic volumes with and without project were evaluated for LOS and yielded LOS C for all the studied roadway links for the AM and PM peak hour. Table 9 contains the future traffic volumes and LOS for the studied roadways. Appendix 6 includes the supporting documentation. Table 9: 2021 Future Roadway Traffic Volumes LOS - AM & PM Peak Roadway Analysis -AM Peak Hour 2020 Existing C rdition Background Growth @ 0.5% for Project Build -Out of 2021 (1 Year Growth) 2021 Proposed Future without Project Project Net Trips 2021 Proposed Future with Project Roadway Location LOS / Volume Standard Two -Way Volume Two -Way Vdume Available Capacity LOS Two -Way Volume Available Capacity LOS NE 2Avenue north of NE 73 Street LOS E+50/ 4,104 VPH County - 4LU 702 4 706 3,398 C 1 707 3,397 C 2 NE 73 Street east of NE 2 Avenue LOS E / 1,269 VPH Local - 2Lt1 46 0 47 1,222 C 2 49 1,220 C Roadway Analysis -PM Peak Hour 2020 Existing Condition Background Growth @ 0.5% for Project Build -Out of 2021 (1 Year Growth) 2021 Proposed Future without Project Project Net Trips 2021 Proposed Future with Project Roadway Location LOS / Volume Standard Two -Way Volume Two -Way Vdume Available Capacity LOS Two -Way Volume Available Capacity LOS NE 2Avenue north of NE 73 Street LOS E+50/ 4,104 VPH County - 4LU 1,036 5 1,041 3,063 C 8 1,049 3,055 C 2 NE 73 Street east of NE 2 Avenue LOS E / 1,269 VPH Local - 2L11 46 0 46 1,223 C 9 55 1,214 C EURICHARD GARCIA & ASSOCIATES, INC. Page 16 Lemon City Studios Restaurant Traffic Impact Study Conclusion In conclusion, the studied intersections will maintain the existing LOS A for the future condition with and without project. The studied roadway links yielded LOS C for both the existing condition and future condition with and without project traffic. Therefore, no off -site improvements are required or recommended at this time. Lastly, it is fair to conclude that sufficient roadway capacity exists to support the subject project. EURICHARD GARCIA & ASSOCIATES, INC. Page 17 Lemon City Studios Restaurant Traffic Impact Study Appendix 1: Trip Generation RCaRICHARD GARCIA & ASSOCIATES, INC. Appendix - 1 TABLE: Al TRIP GENERATION ANALYSIS AM PEAK HOUR Project Name: Lemon City Studios - Restaurant LAND USE (LU) UNITS ITE LU CODE ITE TRIP RATE AM PEAK HOUR TRIPS % IN % OUT TOTAL Existing Warehouse 7.226 Th.SF. 150 0.17 77% 1 23% 0 1 Proposed Quality Restaurant 9.298 Th.SF. 931 0.73 33% 2 67% 5 7 External Trips (Proposed Site Gross Trips) 29% 2 71 % 5 7 Mode Split Trip Reductions Transit (Public Transportation) 24,2% of External Trips 50% 1 50% 1 2 Bicycle 0.0% of External Trips 0% 0 0% 0 0 Walking 3.0% of External Trips 0% 0 0% 0 0 Total Mode Split Reduction Trips 50% 1 50% 1 2 Existing Trips 100% 1 0% 0 1 Net External Trips (External Trips - Mode Split Trips - Existing Tops) 0% 0 100% 4 4 Notes: Sources, ITE Trip Generation, 10th Edition & 1TE Trip Generation Handbook, 3rd Edition, Th.SF.- 1,000 Square Feet 1 Mode split is the anticipated reduction of trips attributed to alternative transportation modes other than automobiles. Census data (US Census Bureau, tract 14.02) was used to determine the mode split reduction %. TALE A2 TRIP GENERATION ANALYSIS PM PEAK HOUR Project Name: Lemon City Studios - Restaurant LAND USE (LU} UNITS ITE LU CODE ITE TRIP RATE PM PEAK HOUR TRIPS % IN % OUT TOTAL Existing Warehouse 7.226 Th.SF 150 0.19 271%, 0 73% 1 1 Proposed Quality Restaurant 9.298 Th SF. 931 7.80 67% 49 33% 24 73 External Trips (Proposed Site Gross Trips) 67% 49 33% 24 73 1 Mode Split Trip Reductions Transit (Public Transportation) 24.2% of External Trips 67% 12 33% 6 18 Bicycle 0.0% of External Trips 0% 0 0% 0 0 Walking 3.0% of External Trips 50% 1 50% 1 2 Total Mode Split Reduction Trips 65% 13 35% 7 20 2 Pass -By Trips (Restaurant) 44.0% 67% 22 33% 10 32 Existing Trips 0% 0 100% 1 1 Net External Trips (External Tnps - Mode Split Trips - Existing Trips) 72% 14 28% 6 20 Notes: Sources: iTE Trip Generation, 10th Edition & ITE Trip Generation Handbook, 3rd Edition. Th.SF.= 1,000 Square Feet Mode split is the anticipated reduction of trips attributed to alternative transportation modes other than automobiles. Census data (US Census Bureau, tract 14.02) was used to determine the mode split reduction %. 2 Pass -by percentage was obtained from the ITE Trip Generation Handbook 3rd Edition. Warehousing (150) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location: General Urban/Suburban Number of Studies: 34 1000 Sq. Ft. GFA: 451 Directional Distribution: 77% entering. 23% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA z'!F:'ge Rate 0.17 Data Plot and Equation e:f-',ate 0 02 - 1.93 S tar darci Deviation 0.20 T=Trip Ends X= 1000 Sq. FL GFA X Study Site Fitted Curve Equation: T = 0.12(X) + 26.32 Rtted Curve Average Rate R2= 0.69 NOW Trip Generation Manual 10th Edition • Volume 2: Data • Industrial (Land Uses 100-199) 69 Warehousing (150) Vehicle Trip Ends vs: On a: Setting/Location: Number of Studies: 1000 Sq. Ft. GFA: Directional Distribution: 1000 Sq. Ft. GFA Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. General Urban/Suburban 47 400 27% entering, 73% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate 0.19 Data Plot and Equation Range of Rates 0.01 - 1.80 Standard Deviation 0.18 300 200 100 1,000 2,000 X = 1000 Sq. Ft GFA X Study Site Fitted Curve Equation: T = 0.12(X) + 27.82 Fitted Curve 3,000 - - - - Average Rate R2= 0.65 70 Trip Generation Manual 10th Edition • Volume 2: Data • Industrial (Land Uses 100-199) IlloteMINNIIIIIIIW Quality Restaurant (931) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location: General Urban/Suburban Number of Studies: 7 1000 Sq. Ft. GFA: 10 Directional Distribution: Not Available Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates 0.73 Data Plot and Equation 0.25 - 1.60 Standard Deviation 0.42 J 70 Trip Generation Manual 10th Edition • Volume 2: Data • Services (Land Uses 900-999) artellIMINW- Quality Restaurant (931) Vehicle Trip Ends vs: On a: Setting/Location: Number of Studies: 1000 Sq. Ft. GFA: Directional Distribution: 1000 Sq. Ft. GFA Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. General Urban/Suburban 19 9 67% entering, 33% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates 7.80 Data Plot and Equation 2.62 - 18.68 Standard Deviation 4.49 . - i Trip Generation Manual 10th Edition • Volume 2: Data • Services (Land Uses 900-999) 71 Table E.28 Pass -By and Non -Pass -By Trips Saturday, Mid -Day Peak Period Land Use Code 912—Drive-in Bank SIZE (1,000 S0. FT GM) LOCATION SURVEY DATE NO. OF INTERVIEWS TIME PERIOD A4SS-aY TRIP (%) NON -PASS -BY TRIPS %) ADJ. STREET PEAK HOUR VOLUME SOURCE PRIMARY DIVERTED TOTAL 3.8 Cdonkal Park, PA h2005 e3 11:1Sa.m.-12:15p.m. 33 — — 67 ., McMahon Associates, Inc 3.8 Camp Hid Melt. PA March 2005 103 11.00 am -12:00 p.m. 77 — — 23 — McMahonAssociates, Inc. 3.8 Exeter March 2005 34 10.33-15:30 am. 37 — — 62 — McMahan Associates, Inc. as York, PA March2005 53 10:15-11:1Sa. m. 33 — — 67 — McMahon Aaso4Jelos, lnc. 38 Vodr, PA March 2005 25 1045-11:45 a.m. 12 — 85 — McMahan Ar..nMates, Inc, Average Pass -By Trip Percentage: 38 —" means no data were provided Table E.29 Pass -By and Non -Pass -By Trips Weekday, PM Peak Period Land Use Coded --Quality Restaurant SEATS SITE (1,000 SO. FT. GFA) LOCATION WEEKDAY SURVEY DATE Hp. OF INTERVIEWS TIME PERIOD PASS- AY TR1P (%) NON -PASS -BY TRIPS (%) ADJ. STREET PEAK HOUR VOLUME SOURCE PRIMARY DIVERTED TOTAL 240 52 LoulsVflle area, KY July 1993 38 4;00--8.03 p m. 26 36 38 74 4,145 Uat1015- Aschman Assoc. .- 8 Orlando, 1992 168 4:00-8.00 p.m. -15 — — 55 — TPO Inc. — 8.6 Orlando,FL 1992 84 2.00-6.00 p.m. 44 40 16 56 — TPD Inc. — 8.5 Orlando,FL 1935 173 2:113-6•OD p.m. 62 — — 38 — TPO lac. Average Pass -By Trip Percentage —" means no data were provided 210 Trip Generation Handbook, 3rd Edition Mritemur Project's Census Tract Project's Location Firefox MEANS OF TRANSPORTATION TO WORK https:f/data.census.gov/cedsci/table?text=B08301 &g=141 o ; + US... Note: This is a modified view of the original table produced by the U.S. Census Bureau. This download or printed version may have missing information from the original table. United Cens orion Bureau Label v Total: v Car, truck, or van: Drove alone v Carpooled: In 2-person carpool In 3-person carpool In 4-person carpool In 5- or 6-person carpool In 7-or-more-person carpool v Public transportation (excluding taxicab): Bus Subway or elevated rail Long-distance train or commuter rail Light rail, streetcar or trolley (carro pubiico in Puerto Rico) Ferryboat Taxicab Motorcycle Bicycle Walked Other means Worked from home Census Tract 14.02, Miami -Dade County, Florida Estimate 2,641 1,715 1,377 338 ±388 ±374 ±185 292 ±172 31 ±53 15 ±27 0 ±19 0 ±19 640 2H 2- `J ±395 640 ±395 0 ±19 0 ±19 0 ±19 0 ±19 0 ±19 0 ±19 0 80 149 57 ±19 ±103 ±179 ±84 1 of 2 12/11/2020, 9:43 AM Firefox baps://data.census.gov/cedsci/table?text=B08301&g 1US... Table Notes MEANS OF TRANSPORTATION TO WORK Survey/Program: American Community Survey Universe: Workers 16 years and over Year: 2019 Estimates: 5-Year Table ID: B08301 Although the American Community Survey (ACS) produces population, demographic and housing unit estimates, it is the Census Bureau's Population Estimates Program that produces and disseminates the official estimates of the population for the nation, states, counties, cities, and towns and estimates of housing units for states and counties. Source: U.S. Census Bureau, 2015-2019 American Community Survey 5-Year Estimates 2019 ACS data products include updates to several categories of the existing means of transportation question. For more information, see: Change to Means of Transportation. Data are based on a sample and are subject to sampling variability. The degree of uncertainty for an estimate arising from sampling variability is represented through the use of a margin of error. The value shown here is the 90 percent margin of error. The margin of error can be interpreted roughly as providing a 90 percent probability that the interval defined by the estimate minus the margin of error and the estimate plus the margin of error (the lower and upper confidence bounds) contains the true value. In addition to sampling variability, the ACS estimates are subject to nonsampling error (for a discussion of nonsampling variability, see ACS Technical Documentation). The effect of nonsampling error is not represented in these tables. Workers include members of the Armed Forces and civilians who were at work last week. The 2015-2019 American Community Survey (ACS) data generally reflect the September 2018 Office of Management and Budget (OMB) delineations of metropolitan and micropolitan statistical areas. In certain instances, the names, codes, and boundaries of the principal cities shown in ACS tables may differ from the OMB delineation lists due to differences in the effective dates of the geographic entities. Estimates of urban and rural populations, housing units, and characteristics reflect boundaries of urban areas defined based on Census 2010 data. As a result, data for urban and rural areas from the ACS do not necessarily reflect the results of ongoing urbanization. Explanation of Symbols: An "**" entry in the margin of error column indicates that either no sample observations or too few sample observations were available to compute a standard error and thus the margin of error. A statistical test is not appropriate. An "-" entry in the estimate column indicates that either no sample observations or too few sample observations were available to compute an estimate, or a ratio of medians cannot be calculated because one or both of the median estimates falls in the lowest interval or upper interval of an open-ended distribution, or the margin of error associated with a median was larger than the median itself. An "-" following a median estimate means the median falls in the lowest interval of an open-ended distribution. An "+" following a median estimate means the median falls in the upper interval of an open-ended distribution. An "***" entry in the margin of error column indicates that the median falls in the lowest interval or upper interval of an open-ended distribution. A statistical test is not appropriate. An "AAAAA" entry in the margin of error column indicates that the estimate is controlled. A statistical test for sampling variability is not appropriate. An "N" entry in the estimate and margin of error columns indicates that data for this geographic area cannot be displayed because the number of sample cases is too small. An "(X)" means that the estimate is not applicable or not available. Supporting documentation on code lists, subject definitions, data accuracy, and statistical testing can be found on the American Community Survey website in the Technical Documentation section. Sample size and data quality measures (including coverage rates, allocation rates, and response rates) can be found on the American Community Survey website in the Methodology section. 2 of 2 12/1 1/2020, 9:43 AM Lemon City Studios Restaurant Traffic Impact Study Appendix 2: Trip Distribution / Assignment RKYL RICHARD GARCIA & ASSOCIATES, INC. Appendix - 2 - NOTICE x:r= TABLE: A3 Cardinal Distribution AM Peak Hour (Weekday) Traffic Analysis Zone (TAZ) 406 Project Name: Lemon Ci y Studios - Restaurant DIRECTION DISTRIBUTION (If.)DIRECTION DESIGN YEAR DISTRIBUTION AM PEAK HOUR TRIPS IN OUT TOTAL NNE 17.62 NORTH 30.34% 0 1 1 ENE 5.94 ESE 4.69 SSE 13.42 EAST 10.63% 0 0 0 SSW 15.70 SOUTH 29.11% 0 1 1 WSW 15.55 WNW 14.40 WEST 29.94% 0 2 2 NNW 12.73 TOTAL 100.00 100.00% 0 4 4 30% 2 30% 1 0 1 N 2 NET TRIPS - w AM PEAK HOUR s fi 1 0 1 29% are rounded. 0 Note: Directional percentages circled 0 TABLE- A3-1 Cardinal Distribution AM Peak Hour (Weekday) Traffic Analysis Zone (TAZ) 406 Project Name: Lemon City Studios - Restaurant DISTRIBUTION PERCENTAGES (%) AM PEAK HOUR TRIPS DIRECTION MIAMI-DADE LRTP MODEL YEAR DESIGN YEAR IN OUT TOTAL 2010 2040 2021 NNE 17.80 17.30 17.62 0 1 1 ENE 5.90 6.00 5.94 0 0 0 ESE 4.80 4.50 4.69 0 0 0 SSE 12.50 15.00 13.42 0 0 0 SSW 15.00 16.90 15.70 0 1 1 WSW 15.40 15.80 15.55 0 1 1 WNW 14.80 13.70 14.40 0 1 1 NNW 13.90 10.70 12.73 0 0 0 TOTAL 100.00 100.00 100.00 0 4 4 Note: Based on Miami -Dade Transportation Plan (to the Year 2040) Directional Tnp Distribution Report. October 2014. Since the current data is only available for the model years 2010 and 2040, the eight (8) cardinal directions were interpolated to the design year of 2021. AM PEAK HOUR IN TRIPS: 0 PERCENT: 0.00% TABLE-. A3-2 OUT TOTAL 4 4 100.00% (Calculated) DIRECTION DISTRIBUTION % INGRESS EGRESS TOTAL CALCULATED USED CALCULATED USED NNE 17.62 0.000 0 0.705 1 1 ENE 5.94 0.000 0 0.237 0 0 ESE 4.69 0.000 0 0.188 0 0 SSE 13.42 0.000 0 0.537 0 0 SSW 15.70 0.000 0 0.628 1 1 WSW 15.55 0.000 0 0.622 1 1 WNW 14.40 0.000 0 0.576 1 1 NNW 12.73 0.000 0 0.509 0 0 TOTAL 100.00 0.000 0 4.001 4 4 Lemon City Studios Restaurant Site Traffic (Project Net Trips) - AM Peak Hour TABLE A4 Cardinal Distribution PM Peak Hour (Weekday) Traffic Analysis Zone (TAZ) 406 Project Name: Lemon Ci y Studios - Restaurant DIRECTION DISTRIBUTION (%) DESIGN YEAR DIRECTION DISTRIBUTION PM PEAK HOUR TRIPS IN OUT TOTAL NNE 17.62 NORTH 30.34% 4 2 6 ENE 5.94 ESE 4.69 EAST 10.63% 2 0 2 SSE 13.42 SSW 15.70 SOUTH 29.11% 4 2 6 WSW 15.55 WNW 14.40 WEST 29.94% 4 2 6 NNW 12.73 TOTAL 100.00 100.00% 14 6 20 30% 6 2 4 30% 6 4 2 N NET TRIPS - PM PEAK HOUR 2 4 6 29% <1 2 Note: Directional percentages circled are rounded. TABLE: A4-1 Cardinal Distribution PM Peak Hour (Weekday) Traffic Analysis Zone (TAZ) 406 Project Name: Lemon City Studios - Restaurant DISTRIBUTION PERCENTAGES (%) PM PEAK HOUR OF GENERATOR TRIPS DIRECTION MIAMI-DADE LRTP MODEL YEAR DESIGN YEAR IN OUT TOTAL 2010 2040 2021 NNE 17.80 17.30 17.62 2 1 3 ENE 5.90 6.00 5.94 1 0 1 ESE 4.80 4.50 4.69 1 0 1 SSE 12.50 15.00 13.42 2 1 3 SSW 15.00 16.90 15.70 2 1 3 WSW 15.40 15.80 15.55 2 1 3 WNW 14.80 13.70 14.40 2 1 3 NNW 13.90 10.70 12.73 2 1 3 TOTAL 100.00 100.00 100.00 14 6 20 Note: Based on Miami -Dade Transportation Plan (to the Year 2040) Directional Trip Distribution Report, October 2014. Since the current data is only available for the model years 2010 and 2040, the eight (8) cardinal directions were interpolated to the design year of 2021. PM PEAK HOUR IN TRIPS: 14 PERCENT: 72.20% TABLE A4-2 OUT 6 30.00% TOTAL 20 (Calculated) DIRECTION DISTRIBUTION % INGRESS EGRESS TOTAL CALCULATED USED CALCULATED USED NNE 17.62 2.544 2 1.057 1 3 ENE 5.94 0.857 1 0.356 0 1 ESE 4.69 0.677 1 0.281 0 1 SSE 13.42 1.937 2 0.805 1 3 SSW 15.70 2.267 2 0.942 1 3 WSW 15.55 2.245 2 0.933 1 3 WNW 14.40 2.079 2 0.864 1 3 NNW 12.73 1.838 2 0.764 1 3 TOTAL 100.00 14.444 14 6.002 6 20 Lemon City Studios Restaurant Site Traffic (Project Net Trips) - PM Peak Hour 376 J 374 2 9 375 42'1 377 418 431 58 419 TRAFFIC ANALYSIS ZONE (TAZ) 378 �7 4-16 z 417 415 4 420 457 432 456 433 434 H 440 439 442 44 1 443 ! AAA 380 381 4'10 -�-- 409 4'12 1 ' 4'1:3 ,4! 43 0 40 436 I 406 437 401 397 NE 71 St 404,404 N W 403 384 405 Project's Location 389 \ MOBILITY OPTIONS 2040 Miami -Dade Transportation Plan -- EYES ON THE FUTURE MIAMI-DADE METROPOLITAN PLANNING ORGANIZATION MIAMI-DADE 2040 Long Range Transportation Plan Directional Trip Distribution Report October 23, 2014 14044..alur$cF:hag ytiC Ski -l-- z t,y" Y� ft.g:t. :-wovcafss`� Photo by Asad Gila i Directional Trip Distribution Report MIAMI-DADE LONG RANGE TRANSPORTATION PLAN UPDATE TO THE YEAR 20 Miami -Dade 2010 Directional Distribution Summary Origin TAZ Cardinal Directions Total County TAZ Regional TAZ NNE ENE ESE SSE SSW WSW WNW NNW 390 3290 PERCENT 8.8 2.6 5.7 1.7 23.0 20.4 23.3 14.5 391 3291 TRIPS 677 222 201 240 1,028 1,138 622 934 5,062 391 3291 PERCENT 13.4 4.4 4.0 4.7 20.3 22.5 12.3 18.5 392 3292 TRIPS 1,088 324 255 520 840 1,178 972 969 6,146 392 3292 PERCENT 17.7 5.3 4.2 8.5 13.7 19.2 15.8 15.8 393 3293 TRIPS 330 165 347 315 427 442 393 428 2,847 393 3293 PERCENT 11.6 5.8 12.2 11.1 15.0 15.5 13.8 15.0 394 3294 TRIPS 21 2 2 3 30 11 11 19 99 394 3294 PERCENT 21.2 2.0 2.0 3.0 30.3 I1.1 11.1 19.2 395 3295 TRIPS 491 214 305 512 613 598 455 538 3,726 395 3295 PERCENT 13.2 5.7 8.2 13.7 16.5 16.1 12.2 14.4 396 3296 TRIPS 1,919 417 680 804 1,866 1,897 1,453 1,685 10,721 396 3296 PERCENT 17,9 3.9 6.3 7.5 17.4 17.7 13.6 15.7 397 3297 TRIPS 836 307 423 838 911 861 556 944 5,676 397 3297 PERCENT 14.7 5.4 7.5 14.8 16.1 15.2 9.8 16.6 398 3298 TRIPS 139 53 33 65 125 102 113 50 680 398 3298 PERCENT 20.4 7.8 4.9 9.6 18.4 15.0 16.6 7.4 399 3299 TRIPS 154 39 84 105 146 163 117 249 1,057 399 3299 PERCENT 14.6 3.7 8.0 9.9 13.8 15.4 11.1 23.6 400 3300 TRIPS 299 233 124 239 409 393 380 262 2,339 400 3300 PERCENT 12.8 10.0 5.3 10.2 17.5 16.8 16.3 11.2 401 3301 TRIPS 476 127 93 368 379 355 271 362 2,431 401 3301 PERCENT 19.6 5.2 3.8 15,1 15.6 14.6 11.2 14.9 402 3302 TRIPS 468 119 150 578 552 640 390 497 3,394 402 3302 PERCENT 13.8 3.5 4.4 17.0 16.3 18.9 11.5 14.6 403 3303 TRIPS 1,038 218 279 460 1,248 1,175 800 954 6,172 403 3303 PERCENT 16.8 3.5 4.5 7.5 20.2 19.0 13.0 15.5 404 3304 TRIPS 200 17 28 176 212 239 192 275 1,339 404 3304 PERCENT 14.9 1.3 2.1 13.1 15.8 17.9 14.3 20.5 405 3305 TRIPS 705 316 144 264 1,336 800 632 639 4,836 405 3305 PERCENT 14.6 6.5 3.0 5.5 27.6 16.5 13.1 13.2 406 3306 TRIPS 1,090 359 295 768 920 946 907 852 6,137 406 3306 PERCENT 17.8 5.9 4.8 12.5 15.0 15.4 14.8 13.9 407 3307 TRIPS 458 208 244 399 577 468 273 404 3,031 407 3307 PERCENT 15.1 6.9 8.1 13.2 19.0 15.4 9.0 13.3 408 3308 TRIPS 283 106 210 121 482 398 217 212 2,029 408 3308 PERCENT 14.0 5.2 10.4 6.0 23.8 19.6 10.7 10.5 409 3309 TRIPS 1,034 217 402 444 1,318 708 611 845 5,579 409 3309 PERCENT 18.5 3.9 7.2 8.0 23.6 12.7 11.0 15.2 410 3310 TRIPS 188 120 102 231 283 189 265 344 1,722 410 3310 PERCENT 10.9 7.0 5.9 13.4 16.4 11.0 15.4 20.0 Q NO 4121 Emma mom EYES ON THE FUTURE ]23 Directional Trip Distribution Report MIAMI-DADE LONG RANGE TRANSPORTATION PLAN UPDATE TO THE YEAR 20 '0 NO Miami -Dade 2040 Directional Distribution Summa Origin TAZ Cardinal Directions Total County TAZ Regional TAZ NNE ENE ESE SSE SSW WSW WNW NNW 390 3290 PERCENT 9.3 3.4 3.9 1.3 27.7 20.5 19.6 14.3 391 3291 TRIPS 1,271 264 523 650 2,171 1,736 1,384 1,552 9,551 391 3291 PERCENT 13.3 2.8 5.5 6.8 22.7 18.2 14.5 16.3 392 3292 TRIPS 1,792 481 459 1,584 1,830 1,940 1,559 1,677 11,322 392 3292 PERCENT 15.8 4.3 4.1 14.0 16.2 17.1 13.8 14.8 393 3293 TRIPS 403 192 154 463 435 438 353 381 2,819 393 3293 PERCENT 14.3 6.8 5.5 16.4 15.4 15.5 12.5 13.5 394 3294 TRIPS 140 36 36 68 97 109 88 92 666 394 3294 PERCENT 21.0 5.4 5.4 10.2 14.6 16.4 13.2 13.8 395 3295 TRIPS 612 259 330 727 761 758 667 914 5,028 395 3295 PERCENT 12.2 5.2 6.6 14.5 15.1 15.1 13.3 18.2 396 3296 TRIPS 2,075 419 592 1,283 2,293 2,106 1,714 1,742 12,224 396 3296 PERCENT 17.0 3.4 4.8 10.5 18.8 17.2 14.0 14.3 397 3297 TRIPS 1,240 632 390 1,272 1,164 1,346 1,065 920 8,029 397 3297 PERCENT 15.4 7.9 4.9 15.8 14.5 16.8 13.3 11.5 398 3298 TRIPS 283 169 83 304 330 246 223 215 1,853 398 3298 PERCENT 15.3 9.1 4.5 16.4 17.8 13.3 12.0 11.6 399 3299 TRIPS 395 122 191 342 485 373 315 281 2,504 399 3299 PERCENT 15.8 4.9 7.6 13.7 19.4 14.9 12.6 11.2 400 3300 TRIPS 733 312 261 610 782 589 629 552 4,468 400 3300 PERCENT 16.4 7.0 5.8 13.7 17.5 13.2 14.1 12.4 401 3301 TRIPS 417 268 139 556 524 438 448 528 3,318 401 3301 PERCENT 12.6 8.1 4.2 16.8 15.8 13.2 13.5 15.9 402 3302 TRIPS 530 255 125 531 653 637 437 594 3,762 402 3302 PERCENT 14.1 6.8 3.3 14.1 17.4 16.9 11.6 15.8 403 3303 TRIPS 1,577 416 411 820 2,252 1,844 1,367 1,354 10,041 403 3303 PERCENT 15.7 4.1 4.1 8.2 22.4 18.4 13.6 13.5 404 3304 TRIPS 354 119 45 214 467 473 310 282 2,264 404 3304 PERCENT 15.6 5.3 2.0 9.5 20.6 20.9 13.7 12.5 405 3305 TRIPS 1,429 469 292 267 2,386 1,782 1,319 1,205 9,149 405 3305 PERCENT 15.6 5.1 3.2 2.9 26.1 19.5 14.4 13.2 406 3306 TRIPS 1,472 510 382 1,279 1,439 1,345 1,167 911 8,505 406 3306 PERCENT 17.3 6.0 4.5 15.0 16.9 15.8 13.7 10.7 407 3307 TRIPS 2,172 515 654 1,433 2,335 2,201 1,397 1,433 12,140 407 3307 PERCENT 17.9 4.2 5.4 11.8 19.2 18.1 11.5 11.8 408 3308 TRIPS 726 213 303 220 944 745 567 589 4,307 408 3308 PERCENT 16.9 5.0 7.0 5.1 21.9 17.3 13.2 13.7 409 3309 TRIPS 1,354 295 551 747 2,181 1,249 920 1,224 8,521 409 3309 PERCENT 15.9 3.5 6.5 8.8 25.6 14.7 10.8 14.4 410 3310 TRIPS 358 115 181 259 386 236 286 266 2,087 410 3310 PERCENT 17,2 5.5 8.7 12.4 18.5 11.3 13.7 12.8 MINE EYES ON THE FUTURE 199 Lemon City Studios Restaurant Traffic Impact Study Appendix 3: Signal Timing, Background Growth and Adjustment Factor Ka. RICHARD GARCIA & ASSOCIATES, INC. Appendix - 3 RICHARD GARCIA & ASSOCIATES, INC. MIAMI-DADE ATMS SIGNAL DATA SHEET Signal Asset ID: H L Signal Location: Iv,M \( NE 15 ci Analysis Period:/ PM (Circle One) Local Time of Day Schedule: L\ Plan Local Time of Day Function: - Setting (Blank or Number#) Signal Settings: (i.e. Blank, Plan #1 - Phase Bank 1, Max 1) Cycle Length: seconds Offset: 99, seconds PHASE: 01 cp2 WALK ..-i - DON'TWALK i9 MIN INITIAL 1 VEH EXT y GREEN 0 3 2j YELLOW Ii 11 RED 2 2 SPLIT u� 3 1 RICHARD GARCIA & ASSOCIATES, INC. MIAMI-DADE ATMS SIGNAL DATA SHEET Signal Asset ID: I -If 82, Signal Location: \\E 2 AEI E -1 5 ST Analysis Period: AM / t(Circle One) Local Time of Day Schedule: Plan Local Time of Day Function: Setting (Blank or dumber#) Signal Settings: (Le. Blank, Plan #1 - Phase Bank 1, Max 1) Cycle Length: 12-C seconds Offset: (v 3 seconds PHASE: (D1 v --�- WALK 7 DON'TWALK i ( y MIN INITIAL 11 VEH EXT L 5 GREEN 7 25 YELLOW 1.1 9 RED 2 2 SPLIT 9 • Print Date: 9124/2019 TOD Schedule Report for 4188: NE 2 Av&NE 75 St "1 OD TOD Asiel Intersection Schedule Op Mode Plan # C-vele Offset Setting 4188 NE 2 Av&NE 75 St DOW-3 [08] EARLY AFTERNOON 90 76 N/A Splits PEI I PIE 2 P11 3 P11 4 P11 5 P11 6 PIE 7 I'll 8 SBT WBT - NBT - EBT 0 53 0 25 0 53 0 25 T Active Phase Bank: Phase Bank 3 Phase Walk Don't Walk Min initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank l 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 2 SBT 7- 7- 7 13-13 -13 7- 7- 7 1- 1 - 1 40- 40- 40 0 -40-40 4 2 3- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 4 WBT 7 - 7 - 7 18 - 18 - 18 7 - 7 - 7 2.5 -2.5 - 2.5 12 - 10 - 10 16 - 10 - 10 4 2 5- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 6 NBT 7 - 7 - 7 13 - 13 - 13 7 - 7 - 7 1 - 1 - 1 40 - 40 - 40 0 - 0 - 40 4 2 7- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 8 EBT 7 - 7 - 7 18- 18 - 18 7 - 7 - 7 2.5 -2.5 - 2.5 12- 10 - 10 16 - 10 - 10 4 2 Active Active PhaseRank Maximum 3 Max 2 Last In Service Date: 12/27/2018 08:27 Permitted Phases 12345678 Default-2-4-6-8 External Permit 0 External Permit 1 External Permit 2 Page 1 of 2 Print Date: 9/24/2019 TOD Schedule Report for 4188: NE 2 Av&NE 75 St Current --a—PI n Cv Ie 1 2 - SI31 green Time 7 8 - En r Rina Offset Offset 3 4 5 6 - WET - N1n TOD Schedule 1 140 0 103 0 25 0 103 0 25 0 77 2 105 0 68 0 25 0 68 0 25 0 72 3 120 0 83 0 25 0 83 0 25 0 98 Al' 4 120 0 83 0 25 0 83 0 25 0 98 5 120 0 83 0 25 0 83 0 25 0 63 6 105 0 68 0 25 0 68 0 25 0 7 7 75 0 38 0 25 0 38 0 25 0 58 8 90 0 53 0 25 0 53 0 25 0 76 9 90 0 53 0 25 0 53 0 25 0 31 10 90 0 53 0 25 0 53 0 25 0 72 12 105 0 64 0 29 0 64 0 29 0 13 13 120 0 83 0 25 0 83 0 25 0 100 14 105 0 68 0 25 0 68 0 25 0 28 15 105 0 68 0 25 0 68 0 25 0 37 18 90 0 53 0 25 0 53 0 25 0 5 Current Time of Day Function Time 0000 0600 I800 Function TOD OUTPUTS TOD OUTPUTS TOD OUTPUTS Settings * Day of Week ---1 SuM T W ThF S ---- MTWThF 3-- MTWThF Pri 8:0 Local TOD Schedule Time 0000 0400 0500 0600 0655 0715 1100 1400 1545 1900 2000 Plan DOW Flash Su M T W Th F S 8 MTWThF 9 MTWThF 13 MTWThF Free Su S MTWThF 8 MTWThF 14 MTWThF 5 MTWThF 8 MTWThF 8 Su S Local Time of Day Function Time Function 0000 TOD OUTPUTS 0600 TOD OUTPUTS 1800 TOD OUTPUTS Settings * Day of Week 1 SuMTWThFS MTWThF M TWThF No Calendar Defined/Enabled *Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8-TBA Page 2 of 2 Traffic Trends-1103.a NE 2ND AVE -- 100 FT NORTH OF NE 71 ST FIN# Location 1234 1 Average Daily Traffic (Vehicles/Day) 14000 12000 10000 8000 6000 4000 2000 0 2015 County: Station #: Highway: Miami -Dade (87) 8707 NE 2ND AVE ® Observed Count Fitted Curve 2020 2025 Year 2030 2035 ** Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2019 to Design Year): Printed: 0 0.00% 0.00% ot0.00% 11-Dec-20 Straight Line Growth Option Year Traffic (ADTIAADT) Count* Trend** 2015 2016 2017 2018 2019 11400 11200 11000 9800 12100 11100 11100 11100 11100 11100 2020 Opening Year Trend 2020 N/A 11100 2021 Mid -Year Trend 2021 N/A 11100 2022 Design Year Trend 2022 N/A 11100 TRANPLAN Forecasts/Trends *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2019 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8707 - NE 2ND AVE 100 FT NORTH OF NE 71ST ST YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2019 12100 C N 6000 S 6100 9.00 56.00 2.50 2018 9800 T N 5800 S 4000 9.00 54.30 3.80 2017 11000 S N 6500 S 4500 9.00 59.30 3.00 2016 11200 F N 6600 S 4600 9.00 56.10 5.20 2015 11400 C N 6700 S 4700 9.00 57.40 5.00 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Growth Rate - Based on Miami -Dade County Traffic Count Stations Table Project Name: Lemon City Studios - Restaurant Miami -Dade County Traffic Count Station 9278 (NE 2 Ave) 20�s 1,338 4 0.46% 1,363 • Print Dale: 8/6/2008 MIAMI - DADE COUNTY TRAFFIC COUNT STATIONS *BASED ON 2007 TRAFFIC COUNTS Page : STA # ROADWAY t(.L:A11CIN E/O SR 826 FROM NW 67 AVE TO SR 826 CL 4 MAX LOS 2490 PHP 2565 START DOS TRIPS AVAIL TRIPS Salo Y ADOPTED LOS E CONCURRENCY LOS F UPDATED 9258 NW 154 ST -75 68 -143 8/6/2008 E 9260 MILLER DR/SW 56 ST W/O RED RDISW 57 AVE TO SW 67 AVE A 2 1390 1827 -437 37 -474 Y E F 8/6/2008 E 9261 MILLER DR/SW 56 ST W/O SW 69 AVE BET SW 67 AVE - SR 826 4 3250 2373 877 8 869 N E C 8/6/2008 E 9262 MILLER DR/SW 56 ST W/O SR 826 TO SW 87 AVE A 4 3550 3366 184 17 167 Y D D 8/6/2008 E 9264 SW 56 ST/MILLER DR W/O S.W. 87 AVE TO SW 97 AVE A 4 3030 2803 227 7 220 N D D 8/6/2008 E 9266 SW 56 ST/MILLER DR W/O SW SW 97 AVE TO SW 107 AVE A 4 3290 2593 697 140 557 N D C 8/6/2008 E 9268 MILLER DR/SW 56 ST W/O SW 107 AVE TO SW 117 AVE A 4 3110 3087 23 29 -6 Y D F 8/6/2008 E 9270 SW 56 ST/MILLER DR W/O HEFT/SR 821 SW 117 AVE TO SW 127 AVE A 4 3190 2911 279 121 158 Y D D 8/6/2008 E 9272 SW 56 ST/MILLER DR W/O SW 127 AVE TO SW 137 AVE A 4 3220 2508 712 34 678 N D C 8/6/2008 E 9274 SW 56 ST/MILLER DR W/O SW 137 AVE TO SW 147 AVE 4 3200 2443 757 108 649 N D C 8/6/2008 E 9275 SW 56 ST W/O SW 147 AVE TO SW 152 AVE 4 3792 2196 1596 156 1440 N EE C 8/6/2008 E 9278 NE 2 AVE 4 3075 1338 1737 0 1737 N E+50 D 8/6/2008 E S/0 NE 79 ST TO NE 36 ST 9280 NE 2 AVE N/0 NE 96 ST FROM NE 86 ST TO NE 103 ST 4 3432 1636 1796 27 1769 N E+20 C 8/6/2008 E 9284 NE 2 AVE 8/0 NE 215 ST TO NE 199 ST 2 710 652 58 27 31 Y D D 8/6/2008 E 9290 NE 10 AVE S/0 NE 125 ST TO PALMETTO EXPWY/SR 826 2 1128 352 776 11 765 N E+20 C 8/6/2008 E 9292 NE 12 AVE S/O NE 215 ST FROM NE 215 TO IVES DAIRY ROAD 2 930 610 320 0 320 N D C 8/6/2008 E 9296 NE 19 AVE N10 NE 175 ST FROM NE 163 ST TO NE 185 4 3480 1747 1733 90 1643 N E+50 E 8/6/2008 E ST STATION ROADWAY LOCATION MAX DOS AVAILABLE EXISTING ADOPTED CONCURRENCY CL PHP START 5% 10% LOS TRIPS TRIPS LOS LOS LOS SW 127 AVE ' 9272 SW 56 ST/MILLER DR W/O SW 127 AVE TO SW 137 AVE 4 3222 2511 711 1 710 0 0 C D C .9274 SW 56 ST/MILLER DR WIO SW 137 AVE TO SW 147 AVE 4 3222 2440 782 0 782 0 0 C D C 9275 SW 56 ST W/O SW 147 AVE TO SW 152 AVE 4 3866 2232 1634 53 1581 0 0 C EE C 9278 NE 2 AVE S/O NE 79 ST TO NE 36 ST 4 4104 1363 2741 0 2741 0 0 D E+50 D N/O NE 96 ST FROM NE 86 ST TO 9280 NE 2 AVE 4 1522 1270 252 0 252 0 0 F E+20 E+1 NE 103 ST 9284 NE 2 AVE S/O NE 215 ST TO NE 199 ST 2 1197 692 505 4 501 0 0 D D D S/O NE 125 ST TO PALMETTO 9290 NE 10 AVE EXPWY/SR 826 2 1522 386 1136 0 1 136 0 0 C E+20 C SIO NE 215 ST FROM NE 215 TO 9292 NE 12 AVE 2 1197 604 593 128 465 0 0 D D D IVES DAIRY ROAD N/O NE 175 ST FROM NE 163 ST 9296 NE 19 AVE TO NE 185 ST 4 4104 1778 2326 0 2326 0 0 D E+50 D WIO US-1 FROM BISCAYNE BLVD 9298 NE 79 St. (SR 934) 4 3648 1821 1827 0 1827 0 0 D E+20 D TO NW 7 AVE 9300 NE 82 ST/SR 934 (1 WAY WB) WIO BISCAYNE BLVD TO 1-95 2 1920 929 991 4 987 0 0 C E+20 '9304 NE 192 ST CAUSEWAY W/O COLLINS AVE TO US-1 6 6468 1742 4726 0 4726 0 0 C E+20 C 9310 NORTH MIAMI AVE S/O NE/NW 79 ST TO NW 36 ST 4 3866 2065 1801 4 1797 0 0 C E+20 C N/O NW 95 ST FROM NW 79 ST 9312 NORTH MIAMI AVE 4 3866 1787 2079 6 2073 0 0 C E+20 C TO NW 103 ST 9314 NORTH MIAMI AVE SIO NW 119 ST FROM NW 103 ST 2 1522 983 539 0 539 0 0 D E+20 D TO NW 125 ST N/O NE 159 ST BET BISC. RIVER 9316 NORTH MIAMI AVE DR NE 167 ST 2 1269 563 706 8 698 0 0 C E C 9318 NW 1 AVE S/O NW 20 ST TO NW 13 ST 2 1522 265 1257 11 1246 0 0 C E+20 C 9322 NW 2 AVE S/O NW 79 ST TO NW 36 ST 2 1903 771 1132 3 1129 0 0 D E+50 D 2019 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 8700 MIAMI-DADE NORTH MOCF: 0.97 WEEK DATES SF PSCF 1 2 3 4 * 5 * 6 * 7 * 8 * 9 *10 *11 *12 *13 *14 *15 *16 *17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 01/01/2019 01/06/2019 01/13/2019 01/20/2019 01/27/2019 02/03/2019 02/10/2019 02/17/2019 02/24/2019 03/03/2019 03/10/2019 03/17/2019 03/24/2019 03/31/2019 04/07/2019 04/14/2019 04/21/2019 04/28/2019 05/05/2019 05/12/2019 05/19/2019 05/26/2019 06/02/2019 06/09/2019 06/16/2019 06/23/2019 06/30/2019 07/07/2019 07/14/2019 07/21/2019 07/28/2019 08/04/2019 08/11/2019 08/18/2019 08/25/2019 09/01/2019 09/08/2019 09/15/2019 09/22/2019 09/29/2019 10/06/2019 10/13/2019 10/20/2019 10/27/2019 11/03/2019 11/10/2019 11/17/2019 11/24/2019 12/01/2019 12/08/2019 12/15/2019 12/22/2019 12/29/2019 * PEAK SEASON 01/05/2019 01/12/2019 01/19/2019 01/26/2019 02/02/2019 02/09/2019 02/16/2019 02/23/2019 03/02/2019 03/09/2019 03/16/2019 03/23/2019 03/30/2019 04/06/2019 04/13/2019 04/20/2019 04/27/2019 05/04/2019 05/11/2019 05/18/2019 05/25/2019 06/01/2019 06/08/2019 06/15/2019 06/22/2019 06/29/2019 07/06/2019 07/13/2019 07/20/2019 07/27/2019 08/03/2019 08/10/2019 08/17/2019 08/24/2019 08/31/2019 09/07/2019 09/14/2019 09/21/2019 09/28/2019 10/05/2019 10/12/2019 10/19/2019 10/26/2019 11/02/2019 11/09/2019 11/16/2019 11/23/2019 11/30/2019 12/07/2019 12/14/2019 12/21/2019 12/28/2019 12/31/2019 1.03 1.06 1.02 1.05 1.01 1.04 1.00 1.03 0.98 1.01 0.97 1.00 0.96 0.99 0.96 0.99 0.96 0.99 0.96 0.99 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.98 1.01 0.98 1.01 0.98 1.01 0.99 1.02 0.99 1.02 1.00 1.03 1.00 1.03 1.01 1.04 1.01 1.04 1.02 1.05 1.02 1.05 1.02 1.05 1.02 1.05 1.03 1.06 1.03 1.06 1.03 1.06 1.02 1.05 1.02 1.05 1.02 1.05 1.02 1.05 1.02 1.05 1.03 1.06 1.03 1.06 1.03 1.06 1.02 1.05 1.01 1.04 1.00 1.03 0.99 1.02 1.00 1.03 1.00 1.03 1.01 1.04 1.01 1.04 1.02 1.05 1.02 1.05 1.02 1.05 1.03 1 1.06 1.03 1.06 1.02 1.05 1.01 1.04 14-FEB-2020 15:39:30 830DPD 6 8700 PKSEASON.TXT Lemon City Studios Restaurant Traffic Impact Study Appendix 4: Traffic Counts (TMC's & ATR's) & Site Plan IIICARICHARD GARCIA & ASSOCIATES, INC. Appendix TABLE: A5 INTERSECTION APPROACH VOLUMES - AM PEAK Project Name: Lemon City Studios - Restaurant INTERSECTION NO. 2 3 4 5 5 7 B 9 10 11 17 INTERSECTION NAME APPROACH MOVEMENT AM PEAK HOUR COUNT DATE OF COUNT PHF SF AM PEAK SEASONALLY ADJUSTED 2020 BACKGROUND GROWTH @ 0.5% FOR PROJECT BUILD -OUT OF 2021 (1 YEAR GROWTH) PROPOSED FUTURE TRAFFIC W/O PROJECT (2021) SITE TRAFFIC (PROJECT NET TRIPS) (VPH) PROPOSED FUTURE TRAFFIC W/ PROJECT (VPH) (2021) NE 2 Avenue 8 NE 73 Street SOUTHBOUND SBR 1 Thursday, December 10, 2020 "' 0 1.03 1 0 1 0 1 SBT 405 1.03 417 2 419 0 419 SBL 6 1.03 8 0 6 0 6 TOTAL 412 424 2 426 0 426 WESTBOUND WBR 2 1.03 2 0 2 1 3 WBT 0 1.03 0 0 0 0 0 WBL 9 1.03 9 0 9 1 10 TOTAL 11 11 0 11 2 13 NORTHBOUND NBR 10 1.03 10 0 10 0 10 NBT 293 1.03 302 2 303 0 303 NBL 1 1.03 1 0 1 0 1 TOTAL 304 313 2 315 0 315 EASTBOUND EBR 6 1.03 6 0 6 0 6 EBT 0 1.03 0 0 0 0 0 EBL 0 1.03 0 0 0 0 0 TOTAL 6 6 0 8 0 6 TOTAL 733 755 4 759 2 761 2 NE 2 Avenue 8 NE 75 Street SOUTHBOUND SBR 19 Thursday, December 10, 2020 ; 1.03 20 0 20 0 20 SBT 386 1.03 398 2 400 0 400 SBL 9 1.03 9 0 9 0 9 TOTAL 414 426 2 429 0 429 WESTBOUND WBR 2 1.03 2 0 2 1 3 WBT 6 1.03 6 0 6 1 7 WBL 3 1.03 3 0 3 0 3 TOTAL 11 11 0 11 2 13 NORTHBOUND NBR 11 1.03 11 0 11 0 11 NBT 269 1.03 277 1 278 0 278 NBL 15 1.03 15 0 18 1 17 TOTAL 295 304 2 305 1 308 EASTBOUND EBR 29 1.03 30 0 30 0 30 EBT 7 1.03 7 0 7 0 7 EBL 19 1.03 20 0 20 0 20 TOTAL 55 57 0 57 0 57 TOTAL 775 798 4 802 3 805 NOTICE ©Richard Garcia and Associates, Inc., 2008 1/5/2021 TABLE: AS INTERSECTION APPROACH VOLUMES - AM PEAK Project Name: Lemon City Studios - Restaurant INTERSECTION NO. 2 3 4 5 8 7 8 8 10 11 12 INTERSECTION NAME APPROACH MOVEMENT AM PEAK HOUR COUNT DATE OF COUNT PHF SF AM PEAK SEASONALLY ADJUSTED 2020 BACKGROUND GROWTH c 0.5% FOR PROJECT BUILD -OUT OF 2021 W (1 YEAR GROTH) PROPOSED FUTURE TRAFFIC W/O PROJECT (2021) SITE TRAFFIC (PROJECT NET TRIPS) (VPH) PROPOSED FUTURE TRAFFIC W/ PROJECT (VPH) (2021) NE 75 Street 6 NE 3 Court SOUTHBOUND SBR 4 Thursday, December 10, 2020 $ c 1.03 4 0 4 0 4 SBT 3 1.03 3 0 3 0 3 SBL 3 1.03 3 0 3 0 3 TOTAL 10 10 0 10 0 10 WESTBOUND WBR 1 1.03 1 0 1 0 1 WBT 0 1.03 0 0 0 0 0 WBL 1 1.03 1 0 1 0 1 TOTAL 2 2 0 2 0 2 NORTHBOUND NBR 4 1.03 4 0 4 0 4 NBT 1 1.03 1 0 1 0 1 NBL 2 1.03 2 0 2 2 4 TOTAL 7 7 0 7 2 9 EASTBOUND EBR 5 1.03 5 0 5 0 5 EBT 10 1.03 10 0 10 0 10 EBL 10 1.03 10 0 10 0 10 TOTAL 25 28 0 26 0 26 TOTAL 44 45 0 46 2 48 Notes: 1 Intersection Name 2 Intersection Approach 3 Intersection Approach Movement 4 Raw Data,Tuming Movement Counts 5 Date of Count 6 Peak Hour Factor 7 Seasonal Factor 8 Seasonally Adjusted TMC = TMC 'SF 9 Background Traffic used to develop 2021 traffic volumes. 10 Proposed Traffic w/o Project = 2020 Traffic Volumes + Background Traffic 2021 11 Project Net Trips 12 Proposed Traffic w/ Project = Net Traffic w/o Project + Site Traffic CRichard Garcia and Associates, Inc., 2008 1/5/2021 TABLE: A6 INTERSECTION APPROACH VOLUMES - PM PEAK Project Name: Lemon City Studios - Restaurant INTERSECTION NO. 2 7 4 5 8 7 8 9 18 11 17 INTERSECTION NAME APPROACH MOVEMENT PM PEAK HOUR COUNT DATE OF COUNT PHF SF PM PEAK SEASONALLY ADJUSTED 2020 BACKGROUND GROWTH t 0.5% FOR PROJECT BUILD -OUT OF 2021 (1 YEAR GROWTH) PROPOSED FUTURE TRAFFIC MO PROJECT (2021) SITE TRAFFIC (PROJECT NET TRIPS) (VPH) PROPOSED FUTURE TRAFFIC W! PROJECT (VPH) (2021) NE 2 Avenue & NE 73 Street SOUTHBOUND SBR 1 Thursday, December 10. 2020 to 0 1.03 1 0 1 0 1 SBT 438 1.03 451 2 453 0 453 SBL 6 1.03 6 0 6 3 9 TOTAL 445 458 2 461 3 484 WESTBOUND WBR 7 1.03 7 0 7 1 8 WBT 1 1.03 1 0 1 0 1 WBL 14 1.03 14 0 14 2 16 TOTAL 22 23 0 23 3 26 NORTHBOUND NBR 16 1.03 16 0 17 6 23 NBT 598 1.03 616 3 619 0 619 NBL 2 1.03 2 0 2 0 2 TOTAL 816 834 3 638 6 644 EASTBOUND EBR 8 1.03 8 0 8 0 8 EBT 2 1.03 2 0 2 0 2 EBL 2 1.03 2 0 2 0 2 TOTAL 12 12 0 12 0 12 TOTAL 1,095 1,128 6 1,133 12 1,145 2 NE 2 Avenue & NE 75 Street SOUTHBOUND SBR 34 Thursday, December 10, 2020 0 6 1.03 35 0 35 0 35 SBT 403 1.03 415 2 417 3 420 SBL 6 1.03 6 0 6 3 9 TOTAL 443 456 2 459 6 465 WESTBOUND WBR 8 1.03 8 0 8 2 10 WBT 7 1.03 7 0 7 1 8 WBL 16 1.03 16 0 17 0 17 TOTAL 31 32 0 32 3 35 NORTHBOUND NBR 16 1.03 16 0 17 0 17 NBT 566 1.03 583 3 586 0 586 NBL 27 1.03 28 0 28 1 29 TOTAL 609 627 3 630 1 631 EASTBOUND EBR 21 1.03 22 0 22 0 22 EBT 15 1.03 15 0 16 2 18 EBL 27 1.03 28 0 28 0 28 TOTAL 83 65 0 65 2 67 TOTAL 1,146 1,180 6 1,186 12 1,198 °Richard Garcia and Associates, Inc., 2008 1/5/2021 TABLE: A6 INTERSECTION APPROACH VOLUMES - PM PEAK Project Name: Lemon City Studios - Restaurant INTERSECTION NO. 1 2 3 4 5 6 7 8 8 10 11 12 INTERSECTION NAME APPROACH MOVEMENT PM PEAK HOUR COUNT DATE OF COUNT PHF SF PM PEAK SEASONALLY ADJUSTED 2020 BACKGROUND GROWTH ® 0.5% FOR PROJECT BUILD -OUT OF 2021 (1 YEAR GROWTH) PROPOSED FUTURE TRAFFIC W/O PROJECT (2021) SITE TRAFFIC (PROJECT NET TRIPS) (VPH) PROPOSED FUTURE TRAFFIC W/ PROJECT (VPH) (2021) 3 NE 75 Street & NE 3 Court SOUTHBOUND SBR 9 Thursday, December 10, 2020 $ c 1.03 9 0 9 0 9 SBT 7 1.03 7 0 7 0 7 SBL 3 1.03 3 0 3 0 3 TOTAL 19 20 0 20 0 20 WESTBOUND WBR 3 1.03 3 0 3 0 3 WBT 6 1.03 6 0 6 0 6 WBL 4 1.03 4 0 4 0 4 TOTAL 13 13 0 13 0 13 NORTHBOUND NBR 3 1.03 3 0 3 0 3 NBT 6 1.03 6 0 6 0 6 NBL 11 1.03 11 0 11 3 14 TOTAL 20 21 0 21 3 24 EASTBOUND EBR 5 1.03 5 0 5 5 10 EBT 6 1.03 6 0 6 0 6 EBL 20 1.03 21 0 21 0 21 TOTAL 31 32 0 32 5 37 TOTAL 83 85 0 86 8 94 Notes: 1 Intersection Name 2 Intersection Approach 3 Intersection Approach Movement 4 Raw Data,Tuming Movement Counts 5 Date of Count 6 Peak Hour Factor 7 Seasonal Factor 8 Seasonally Adjusted TMC = TMC 'SF 9 Background Traffic used 10 develop 2021 traffic volumes. 10 Proposed Traffic w/o Project = 2020 Traffic Volumes + Background Traffic 2021 11 Project Net Trips 12 Proposed Traffic w/ Project = Net Traffic w/o Project + Site Traffic NOTICE ©Richard Garcia and Associates, Inc., 2008 1/5/2021 Richard Garcia & Associates, Inc. 8065 NW 98 Street Hialeah Gardens, FL 33016 Phone: 305-362-0677 Fax: 305-675-6474 File Name : NE 2 Ave_NE 73 St_AM Site Code : 00000000 Start Date : 12/10/2020 Page No : 1 Groups Printed- Cars - Trucks NE 2 AVE Southbound NE 73 ST Westbound NE 2 AVE Northbound NE 73 ST Eastbound Start Time Right Thru Left Peds App rmai Right Thru Peds App Tatar Right Thru Left Peds App Total Right Thru IJ Peds App. Total ant, Total 07:00 AM 0 75 2 0 77 1 0 2 0 3 0 30 1 0 31 1 0 0 0 1 112 07:15 AM 0 74 0 0 74 1 0 0 0 1 1 36 3 0 40 2 0 0 0 2 117 07:30 AM 0 88 0 0 88 0 0 2 0 2 0 51 0 0 51 2 0 0 0 2 143 07:45 AM 0 99 1 0 100 2 0 3 0 5 2 73 1 0 76 1 0 0 0 1 182 Total 0 336 3 0 339 4 0 7 0 11 3 190 5 0 198 6 0 0 0 6 554 08:00 AM 08:15 AM 08:30 AM 08:45 AM Total 0 116 0 0 116 1 99 0 0 100 0 91 5 0 96 0 110 1 1 112 1 416 6 1 424 0 0 3 0 3 0 0 1 0 1 0 0 2 0 2 1 0 2 0 3 1 0 8 0 9 3 71 0 0 74 3 83 0 0 86 2 66 0 0 68 8 53 1 1 63 16 273 1 1 291 1 0 0 0 1 2 0 0 0 2 2 0 0 0 2 2 0 0 0 2 7 0 0 0 7 194 189 168 180 731 Grand Total 1 752 9 1 763 5 0 15 0 20 19 463 6 1 489 13 0 0 0 13 1285 Apprch % 0.1 98.6 1.2 0.1 25 0 75 0 3.9 94.7 1.2 0.2 100 0 0 0 Total % 0.1 58.5 0.7 0.1 59.4 0.4 0 1.2 0 1.6 1.5 36 0.5 0.1 38.1 1 0 0 0 1 Cars 1 715 8 1 725 2 0 15 0 17 18 425 3 1 447 7 0 0 0 7 1196 % Cars 100 95.1 88.9 100 95 40 0 100 0 85 94.7 91.8 50 100 91.4 53,8 0 0 0 53.8 93.1 Trucks 0 37 1 0 38 3 0 0 0 3 1 38 3 0 42 6 0 0 0 6 89 % Trucks 0 4.9 11.1 0 5 60 0 0 0 15 5.3 8.2 50 0 8.6 46.2 0 0 0 46.2 6.9 M 0 c w0 zQ Cr) 0 0 nm v0 00 00 n �o 0 0 0 0 NE 2 AVE Out In 427 41 468 725 38 763 Total 1152 79 1231 0 715 37 8 0 752 9 Right Thru Lett Peds 4-r i I`► North 12/10/2020 07:00 AM 12/1012020 08:45 AM Cars Trucks 4-, I r' Left Thru Right Peds 3 3 425 38 18 0 r m /r 0 W ro 00 to 0tn 0 0 CO N ONi 0 6 463 19 737 43 780 447 42 489 1184 85 1269 MIL Richard Garcia & Associates, Inc. 8065 NW 98 Street Hialeah Gardens, FL 33016 Phone: 305-362-0677 Fax: 305-675-6474 NE 2 AVE Southbound Right I Thru I Left I Peds I App. Tout NE 73 ST Westbound Start Time Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07.45 AM Right Thru Left Peds File Name : NE 2 Ave_NE 73 St_AM Site Code : 00000000 Start Date : 12/10/2020 Page No : 2 NE 2 AVE Northbound NE 73 ST Eastbound App Tore[ Right Thru • Left Peds Aap. Taal Right Thru I Left j Peds I App, Total la Tool 07:45 AM 0 99 1 0 100 2 0 3 0 5 2 73 1 0 76 1 0 0 0 1 182 08:00 AM 0 116 0 0 116 0 0 3 0 3 3 71 0 0 74 1 0 0 0 1 194 08:15AM 1 99 0 0 100 0 0 1 0 1 3 83 0 0 86 2 0 0 0 2 189 08:30 AM 0 91 5 0 96 0 0 2 0 2 2 66 0 0 68 2 0 0 0 2 168 Total Volume 1 405 6 0 412 2 0 9 0 11 10 293 1 0 304 6 0 0 0 6 733 App. Total PHF .250 .873 .300 .000 .888 .250 .000 .750 .000 .550 .833 .883 .250 .000 .884 .750 .000 .000 .000 .750 .945 NE 2 AVE Out In 1 2951 Total I 7071 Peak Hour Data North Peak Hour Begins at 07:45 AM Cars Trucks 47 I fro Left Thru Right Peds 1 11 2931 101 1 01 1 3041 Out In Total NE 2 AVE 1 4201 1 7241 [D m 0 0 0 m w to Q it Richard Garcia & Associates, Inc. 8065 NW 98 Street Hialeah Gardens, FL 33016 Phone: 305-362-0677 Fax: 305-675-6474 File Name : NE 2 Ave_NE 75 St_AM Site Code : 00000000 Start Date : 12/10/2020 Page No : 1 Groups Printed- Cars - Trucks NE 2 AVE Southbound NE 75 ST Westbound NE 2 AVE Northbound NE 75 ST Eastbound Start Time Right 1 Thru Left I Peds I App Total Right Thru I Left I Peds App rotas Right Thru I Left Peds I App Total Right I Thru Left i Peds App. Total Int. Total 07:00 AM 9 66 3 0 78 2 0 0 0 2 0 35 0 0 35 0 2 0 4 6 121 07:15AM 4 80 4 1 89 0 1 0 0 1 0 32 2 0 34 1 1 2 1 5 129 07:30 AM 3 86 2 2 93 0 1 0 0 1 3 49 1 0 53 8 1 6 1 16 163 07:45 AM 4 86 0 1 91 0 2 2 0 4 2 61 7 2 72 13 0 3 4 20 187 Total 20 318 9 4 351 2 4 2 0 8 5 177 10 2 194 22 4 11 10 47 600 08:00 AM 08:15 AM 08:30 AM 08:45 AM Total 8 109 4 0 121 2 92 2 1 97 5 99 3 0 107 6 104 3 0 113 21 404 12 1 438 0 0 0 0 0 1 3 1 2 7 1 1 0 3 5 1 2 3 1 7 3 6 4 6 19 6 64 5 0 75 1 79 2 0 82 2 65 1 0 68 2 48 3 0 53 11 256 11 0 278 6 3 2 1 12 7 0 10 0 17 3 4 4 0 11 3 3 4 0 10 19 10 20 1 50 208 203 191 183 785 Grand Total 41 722 21 5 789 5 10 6 6 27 16 433 21 2 472 41 14 31 11 97 1385 Apprch % 5.2 91.5 2.7 0.6 18.5 37 22.2 22.2 3.4 91.7 4.4 0.4 42.3 14.4 32 11.3 Total % 3 52.1 1.5 0.4 57 0.4 0.7 0.4 0.4 1.9 1.2 31.3 1.5 0.1 34.1 3 1 2.2 0.8 7 Cars 33 682 20 5 740 3 8 5 6 22 14 397 19 2 432 39 13 24 11 87 1281 % Cars 80.5 94.5 95.2 100 93.8 60 80 83.3 100 81.5 87.5 91.7 90.5 100 91.5 95.1 92.9 77.4 100 89.7 92.5 Trucks 8 40 1 0 49 2 2 1 0 5 2 36 2 0 40 2 1 7 0 10 104 % Trucks 19.5 5.5 4.8 0 6.2 40 20 16.7 0 18.5 12.5 8.3 9.5 0 8.5 4.9 7.1 22.6 0 10.3 7.5 ARM W 2 Q mr csi V M1 9i c 0 NJ Out 424 45 469 NE 2 AVE In Total 740 49 789 1164 94 1258 33 8 682 40 20 5 0 41 722 21 5 Riht Thna1 Left Peds I`,► I North 12/10/2020 07:00 AM 12/10/2020 08:45 AM Cars Trucks 11 I r Left Thru Right Peds 19 2 397 36 14 2 2 0 co N W 0 N co 0 CO Ul A v N N -4 CO Q C 21 L 726 43 769 433 432 40 472 16 2 1158 83 1241 Richard Garcia & Associates, Inc. 8065 NW 98 Street Hialeah Gardens, FL 33016 Phone: 305-362-0677 Fax: 305-675-6474 File Name : NE 2 Ave_NE 75 St_AM Site Code : 00000000 Start Date : 12/10/2020 Page No : 2 NE 2 AVE Southbound NE 75 ST Westbound NE 2 AVE Northbound NE 75 ST Eastbound Start Time Right Thru Left Peds f App Total Right l Thru 1 Left' Peds i App. Torsi Right [ Thru Left Peds App. Tatar Right Thru Left Peds l App Total ea k Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07 45 AM Int- Total 07:45 AM 4 86 0 1 91 0 2 2 0 4 2 61 7 2 72 13 0 3 4 20 187 08:00 AM 8 109 4 0 121 0 0 0 0 0 6 64 5 0 75 6 3 2 1 12 208 08:15 AM 2 92 2 1 97 1 3 1 2 7 1 79 2 0 82 7 0 10 0 17 203 08:30 AM 5 99 3 0 107 1 1 0 3 5 2 65 1 0 68 3 4 4 0 11 191 Total Volume 19 386 9 2 416 2 6 3 5 16 11 269 15 2 297 29 7 19 5 60 789 % App. Total PHF .594 .885 .563 .500 .860 .500 .500 .375 .417 .571 .458 .851 .536 .250 .905 .558 .438 .475 .313 .750 .948 vitt 0 v Out i 2901 NE 2 AVE In Total 7061 RIe ht Thru Left L Peds Peak Hour Data North Peak Hour Begins at 07:45 AM Cars Trucks Out In Total NZ 2 AVE q ra V w 0 C a z m co 1 Richard Garcia & Associates, Inc. 8065 NW 98 Street Hialeah Gardens, FL 33016 Phone: 305-362-0677 Fax: 305-675-6474 Groups Printed- Cars - Truck NOTICE 1"*. 64.374,2fflit File Name : NE 75 St_NE 3 CLAM Site Code : 00000000 Start Date : 12/10/2020 Page No : 1 NE 3 CT Southbound NE 75 ST Westbound NE 3 CT Northbound NE 75 ST Eastbound Start Time Right 1 Thru j Left Peds I App Total Right Thru I Left Peds App Total Right I Thru I Left Peds I App Total Right Thru I Left Peds App Total Ira. Total 07:00 AM 1 0 0 0 1 0 0 1 0 1 0 1 0 0 1 2 1 1 0 4 7 07:15 AM 2 1 1 0 4 0 0 0 0 0 1 0 0 0 1 1 0 1 0 2 7 07:30 AM 1 3 0 0 4 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 7 07:45 AM 1 1 0 1 3 0 0 0 0 0 0 1 1 0 2 1 0 1 0 2 7 Total 5 5 1 1 12 0 0 1 0 1 1 2 1 0 4 7 1 3 0 11 28 08:00 AM 08:15 AM 08:30 AM 08:45 AM Total 0 3 1 0 4 2 0 1 0 3 0 0 0 0 0 2 0 1 0 3 4 3 3 0 10 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 0 1 0 2 0 0 0 0 0 1 1 0 0 2 0 0 1 0 1 3 0 1 0 4 4 1 2 0 7 2 1 3 0 6 1 3 3 1 8 1 2 2 0 5 1 4 2 0 7 5 10 10 1 26 11 13 6 15 45 Grand Total 9 8 4 1 22 1 0 2 0 3 5 3 3 0 11 12 11 13 1 37 73 Apprch °AD 40.9 36.4 18.2 4.5 33.3 0 66.7 0 45.5 27.3 27.3 0 32.4 29.7 35.1 2.7 Total % 12.3 11 5.5 1.4 30.1 1.4 0 2.7 0 4.1 6.8 4.1 4.1 0 15.1 16.4 15.1 17.8 1.4 50.7 Cars 9 8 4 1 22 1 0 2 0 3 5 3 1 0 9 11 11 13 1 36 70 % Cars 100 100 100 100 100 100 0 100 0 100 100 100 33.3 0 81.8 91.7 100 100 100 97.3 95.9 Trucks 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 1 0 0 0 1 3 % Trucks 0 0 0 0 0 0 0 0 0 0 0 0 66.7 0 18.2 8.3 0 0 0 2.7 4.1 #CAM rn M� N rya 1-.0 0 -t J NE 3 CT Out In Total 17 0 17 22 0 22 39 0 39 9 0 8 0 4 0 0 9 8 4 Right Thru Lri Peds North 12/10/2020 07'.00 AM 12/10/2020 08':45 AM Cars Trucks a can 0 0 0 N 0 N 0 0 0 0 00 0w 0w 0 Richard Garcia & Associates, Inc. 8065 NW 98 Street Hialeah Gardens, EL 33016 Phone: 305-362-0677 Fax: 305-675-6474 File Name : NE 75 St_NE 3 Ct_AM Site Code : 00000000 Start Date : 12/10/2020 Page No : 2 NE 3 CT Southbound NE 75 ST Westbound NE 3 CT Northbound NE 75 ST Eastbound Start Time Right I Thru d Left [ Peds App Total Right 1 Thru J Left Peds A. Tara Right Thru Left I Peds App fatal Right Thru Left Peds App. Total ea k Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08.00 AM fnt. Total 08:00 AM 0 3 1 0 4 0 0 1 0 1 0 0 0 0 0 2 1 3 0 6 11 08:15 AM 2 0 1 0 3 0 0 0 0 0 1 1 0 0 2 1 3 3 1 8 13 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 2 2 0 5 6 08:45 AM 2 0 1 0 3 1 0 0 0 1 3 0 1 0 4 1 4 2 0 7 15 Total Volume 4 3 3 0 10 1 0 1 0 2 4 1 2 0 7 5 10 10 1 26 45 % App. Total PHF .500 .250 .750 .000 .625 .250 .000 .250 .000 .500 .333 .250 .500 .000 .438 .625 .625 .833 .250 .813 .750 N M O 0 2-0 Cr; a NE3CT Out In Total l i21 221 =1E11©©M1:11 ht Thru Left Peds Peak Hour Data I North Peak Hour Begins at08.00 AM Cars Trucks l 91 l 161 Out In Total NF 3 CT ID Richard Garcia & Associates, Inc. 8065 NW 98 Street Hialeah Gardens, FL 33016 Phone: 305-362-0677 Fax: 305-675-6474 File Name : NE 2 Ave_NE 73 St_PM Site Code : 00000000 Start Date : 12/10/2020 Page No : 1 Groups Printed- Cars - Trucks NE 2 AVE Southbound NE 73 ST Westbound NE 2 AVE Northbound NE 73 ST Eastbound Start Time Right 1 Thru I Left 1 Peds App. Total Right 1 Thru l Left Peds Apia_ Tome Right I Thru I Left1 Peds 1 App. Total Right I Thru Left Peds 1 App Taal Int. Meal 1 04:00 PM 1 108 0 1 110 1 0 3 0 4 5 135 2 0 142 4 0 2 0 6 262 04:15 PM 1 111 1 0 113 0 1 6 0 7 7 129 1 0 137 0 0 0 0 0 257 04:30 PM 0 95 0 1 96 3 0 5 0 8 3 154 0 2 159 5 0 1 0 6 269 04:45 PM 1 111 3 0 115 1 0 4 0 5 5 128 1 0 134 0 0 0 0 0 254 Total 3 425 4 2 434 5 1 18 D 24 20 546 4 2 572 9 0 3 0 12 1042 05:00 PM 05:15 PM 05:30 PM 05:45 PM Total 0 114 2 1 117 0 118 1 0 119 0 84 0 1 85 1 74 0 0 75 1 390 3 2 396 3 1 3 0 7 0 0 2 0 2 1 0 3 0 4 0 0 2 0 2 4 1 10 0 15 3 155 0 2 160 5 161 1 0 167 3 156 0 3 162 1 117 0 0 118 12 589 1 5 607 0 2 1 0 3 3 0 0 0 3 2 0 0 0 2 4 0 0 0 4 9 2 1 0 12 287 291 253 199 1030 Grand Total 4 815 7 4 830 9 2 28 0 39 32 1135 5 7 1179 18 2 4 0 24 2072 Apprch % 0.5 98.2 0.8 0.5 23.1 5.1 71.8 0 2.7 96.3 0.4 0.6 75 8.3 16.7 0 Total % 0.2 39.3 0.3 0.2 40.1 0.4 0.1 1.4 0 1.9 1.5 54.8 0.2 0.3 56.9 0.9 0.1 0.2 0 1.2 Cars 4 790 7 4 805 9 2 28 0 39 31 1099 5 7 1142 18 2 3 0 23 2009 % Cars 100 96.9 100 100 97 100 100 100 0 100 96.9 96.8 100 100 96.9 100 100 75 0 95.8 97 Trucks 0 25 0 0 25 0 0 0 0 0 1 36 0 0 37 0 0 1 0 1 63 % Trucks 0 3.1 0 0 3 0 0 0 0 0 3.1 3.2 0 0 3.1 0 0 25 0 4.2 3 A PI ea r N 0 m 0 0 O eo a Out 1111 37 1148 NE 2 AVE In Total 1916 62 1978 805 25 830 i l i 4 0 790 25 7 0 4 815 7 Right T� Left Peds 1 North 12/10/2420 04:00 PM 12/10/2020 05:45 PM Cars Trucks 17 To Left Thru Right Peds 5 0 1099 36 31 7 0 r a 0'0 N O N Al ar 0 co O 0 0 0 Clam 0 sCD 0 d Z m V 4 5 1135 32 7 836 25 861 1142 37 1179 1978 62 2040 KdA Richard Garcia & Associates, Inc. 8065 NW 98 Street Hialeah Gardens, FL 33016 Phone: 305-362-0677 Fax: 305-675-6474 File Name : NE 2 Ave_NE 73 St_PM Site Code : 00000000 Start Date : 12/10/2020 Page No : 2 NE2AVE Southbound NE73ST Westbound NE2AVE Northbound NE73ST Eastbound Start Time Right j Thru Left Peds I App Total Right Thru I Left Peds App Total Right Thru I Left Peds App Total Right I Thru Left J Peds ASP Toni our Analysis Fram 04:00 PM to 05:45 PM - Peak 1 0 Peak Hour for Entire Intersection Begins at 04.30 PM Int. 7olal J 04:30 PM 0 95 0 1 96 3 0 5 0 8 3 154 0 2 159 5 0 1 0 6 269 04:45 PM 1 111 3 0 115 1 0 4 0 5 5 128 1 0 134 0 0 0 0 0 254 05:00 PM 0 114 2 1 117 3 1 3 0 7 3 155 0 2 160 0 2 1 0 3 287 05:15 PM 0 118 1 0 119 0 0 2 0 2 5 161 1 0 167 3 0 0 0 3 291 Total Volume 1 438 6 2 447 7 1 14 0 22 16 598 2 4 620 8 2 2 0 12 1101 App. Total PHF .250 .928 .500 .500 .939 .583 .250 .700 .000 .688 .800 .929 .500 .500 .928 .400 .250 .500 .000 .500 .946 0 H co w z 0 w v co P a-� —•• NE 2 AVE Out In Total 4471 1 1 1 11 4381 61 21 Right Thru Left Peds 1 6071 4 1 10541 Peak Hour Data North Peak Hour Begins at 04:30 PM Cars Trucks Left Thru Right Peds 1 4601 1 10801 Out In Total NE 2 AVE 0) 0 0 O O w Richard Garcia & Associates, Inc. 8065 NW 98 Street Hialeah Gardens, FL 33016 Phone: 305-362-0677 Fax: 305-675-6474 File Name : NE 2 Ave NE 75 St PM Site Code : 00000000 Start Date : 12/10/2020 Page No : 1 Groups Printed- Cars - Trucks NE 2 AVE Southbound NE 75 ST Westbound NE 2 AVE Northbound NE 75 ST Eastbound Start Time Right Thru Left Peds I App Toni Right I Thru I Left f Peds I App Total Right I Thru f Left l Peds l AppTotal j. Right I Thru I Left Peds App Total Int. Total 04:00 PM 5 92 2 1 100 3 3 7 1 14 4 134 8 0 146 3 5 6 0 14 274 04:15 PM 9 105 2 2 118 3 0 6 1 10 4 120 8 3 135 3 1 8 2 14 277 04:30 PM 10 93 2 2 107 2 3 3 0 8 3 146 8 2 159 7 8 4 1 20 294 04:45 PM 9 101 1 0 111 1 0 5 0 6 2 121 4 0 127 4 3 8 0 15 259 Total 33 391 7 5 436 9 6 21 2 38 13 521 28 5 5671 17 17 26 3 63 1104 05:00 PM 05:15 PM 05:30 PM 05:45 PM Total 11 110 1 0 122 4 99 2 0 105 1 82 1 0 84 3 68 2 1 74 19 359 6 1 385 3 3 3 0 9 2 1 5 0 8 2 0 1 2 5 0 1 1 0 2 7 5 10 2 24 7 158 7 2 174 4 141 8 0 153 3 151 5 0 159 2 120 4 0 126 16 570 24 2 612 8 0 5 1 14 2 4 14 2 18 3 2 6 0 11 2 1 3 0 6 15 7 24 3 49 319 284 259 208 1070 Grand Total 52 750 13 6 821 16 11 31 4 62 29 1091 52 7 1179 32 24 50 6 112 2174 Apprch % 6.3 91.4 1.6 0.7 25.8 17.7 50 6.5 2.5 92.5 4.4 0.6 28.6 21.4 44.6 5.4 Total % 2.4 34.5 0.6 0.3 37.8 0.7 4.5 1.4 0.2 2.9 1.3 50.2 2.4 0.3 54.2 1.5 1.1 2.3 0.3 5.2 Cars 52 724 13 6 795 16 11 30 4 61 29 1063 51 7 1150 32 24 50 6 112 2118 % Cars 100 96.5 100 100 96.8 100 100 96.8 100 98.4 100 97.4 98.1 100 97.5 100 100 100 100 100 97.4 Trucks 0 26 0 0 26 0 0 1 0 1 0 28 1 0 29 0 0 0 0 0 56 % Trucks 0 3.5 0 0 3.2 0 0 3.2 0 1.6 0 2.6 1.9 0 2.5 0 0 0 0 0 2.6 Iv/Jo is H Z 1. N N 0 00 In 0 1.0 co iD o m-1- NE 2 AVE Out In Total 1129 26 1157 795 26 821 1924 54 1978 52 0 724 26 13 0 6 0 52 750 13 6 Right Thru Lelt Peds North 12/10/2020 04:00 PM 12/10/2020 05:45 PM Cars Trucks 1i ? r Lett Thru Right Peds 51 1063 28 29 0 7 0 t_cg 0) 0 0) 0 -) 4.3 0 0 . 0) 0 0) N CO v 0 0 Z m 5 cn 52 1091 29 7 786 27 813 1150 29 1179 1936 56 1992 Ri&A Richard Garcia & Associates, Inc. 8065 NW 98 Street Hialeah Gardens, FL 33016 Phone: 305-362-0677 Fax: 305-675-6474 File Name : NE 2 Ave NE 75 St PM Site Code : 00000000 Start Date : 12/10/2020 Page No : 2 Start Time NE 2 AVE Southbound Right I Thru Left I Peds App. Total NE 75 ST Westbound Right I Thru I Left [ Peds Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04.30 PM App. Total Right NE 2 AVE Northbound Thru I Left Peds Fpp Total NE 75 ST Eastbound Right I Thru Left I Peds rApp. Total Int. Total 04:30 PM 10 93 2 2 107 2 3 3 0 8 3 146 8 2 159 7 8 4 1 20 294 04:45 PM 9 101 1 0 111 1 0 5 0 6 2 121 4 0 127 4 3 8 0 15 259 05:00 PM 11 110 1 0 122 3 3 3 0 9 7 158 7 2 174 8 0 5 1 14 319 05:15 PM 4 99 2 0 105 2 1 5 0 8 4 141 8 0 153 2 4 10 2 18 284 Total Volume 34 403 6 2 445 8 7 16 0 31 16 566 27 4 613 21 15 27 4 67 1156 App. Total PHF .773 .916 .750 .250 .912 .667 .583 .800 .000 .861 .571 .896 .844 500 .881 .656 .469 .675 .500 .838 .906 q NE 2 AVE Out In Total 1 6011 10461 Peak Hour Data North Peak Hour Begins at 04:30 PM Cars Trucks r Left Thru Ri.ht Peds .11111 1 4401 Out In NE2 AVE 1 10531 Total V 1 01 0 TO o ro — co a co — co O — RGA Richard Garcia & Associates, Inc. 8065 NW 98 Street Hialeah Gardens, FL 33016 Phone: 305-362-0677 Fax: 305-675-6474 Groups Printed- Cars - Trucks File Name : NE 75 St_NE 3 Ct_PM Site Code : 00000000 Start Date : 12/10/2020 Page No : 1 NE3CT Southbound NE75ST Westbound NE3CT Northbound NE75ST Eastbound Start Time Right I Thru I Left I Peds App Tut,., Right I Thru I Left l Peds Aro Taal Right FThru Left 1 Peds I Ao, Total Right 1 Thru I Left I Peds 1 App Total Int. Total 04:0D PM 4 1 0 0 5 1 4 1 0 6 3 2 2 0 7 1 2 5 0 8 26 04:15PM 0 2 2 0 4 1 0 1 0 2 0 0 5 1 6 3 1 5 0 9 21 04:30 PM 3 3 0 0 6 0 1 0 0 1 0 0 3 0 3 1 2 3 0 6 16 04:45 PM 2 1 1 0 4 1 1 2 D 4 0 4 1 0 5 0 1 7 0 8 21 Total 9 7 3 0 19 3 6 4 0 13 3 6 11 1 21 5 6 20 0 31 84 05:00 PM 05:15 PM 05:30 PM 05:45 PM Total 1 1 0 0 2 1 2 0 0 3 2 0 1 0 3 2 5 1 1 9 3 0 1 0 4 0 3 2 0 5 0 0 1 0 1 0 0 0 0 0 6 1 3 0 10 3 10 3 1 17 3 3 3 0 9 2 4 0 0 6 0 2 0 0 2 0 0 0 0 0 5 9 3 0 17 0 3 1 0 4 1 0 5 0 6 0 0 7 0 7 0 1 3 0 4 1 4 16 0 21 18 24 18 5 65 Grand Totai 15 8 6 0 29 6 16 7 1 30 8 15 14 1 38 6 10 36 0 52 149 Apprch % 51.7 27.6 20.7 0 20 53.3 23.3 3.3 21.1 39.5 36.8 2.6 11.5 19.2 69.2 0 Total % 10.1 5.4 4 0 19.5 4 10.7 4.7 0.7 20.1 5.4 10.1 9.4 0.7 25.5 4 6.7 24.2 0 34,9 Cars 15 8 6 0 29 6 15 7 1 29 7 15 14 1 37 6 10 36 0 52 147 % Cars 100 100 100 0 100 100 93.8 100 100 96.7 87.5 100 100 100 97.4 100 100 100 0 100 98.7 Trucks 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 2 % Trucks 0 0 0 0 0 0 6.2 0 0 3.3 12.5 0 0 0 2.6 0 0 0 0 0 1.3 0 f~fJ w tat I0 u, Lei (0 cei 0) 00 0 c0 0 0 Co 0 0 J Out 57 0 57 NE3Cr In Total 29 0 29 86 0 86 15 0 0 6 0 0 0 15 Right 8 Thru 1 6 a Left Peds 1 North 12/10/2020 04:00 PM 12/10/2020 05:45 PM Cars Trucks 4 S c 0 m Cr) 0 o m 0) 0 .t 0 z A W 0 Cai 0 0 Richard Garcia & Associates, Inc. 8065 NW 98 Street Hialeah Gardens, FL 33016 Phone: 305-362-0677 Fax: 305-675-6474 File Name : NE 75 St_NE 3 Ct_PM Site Code : 00000000 Start Date : 12/10/2020 Page No : 2 NE 3 CT Southbound NE 75 ST Westbound NE 3 CT Northbound NE 75 ST Eastbound Start Time Right r Thru Left I Peds I Apia Toga Right I Thru I Left I Peds I ApP Total Right Thru Left Peds Apo Total Right Thru 1 Left I Peds I App. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04.00 PM Int. Total 04:00 PM 4 1 0 0 5 1 4 1 0 6 3 2 2 0 7 1 2 5 0 8 26 04:15PM 0 2 2 0 4 1 0 1 0 2 0 0 5 1 6 3 1 5 0 9 21 04:30 PM 3 3 0 0 6 0 1 0 0 1 0 0 3 0 3 1 2 3 0 6 16 04:45 PM 2 1 1 0 4 1 1 2 0 4 0 4 1 0 5 0 1 7 0 8 21 Total Volume 9 7 3 0 19 3 6 4 0 13 3 6 11 1 21 5 6 20 0 31 84 % App. Total PHF .563 .583 .375 .000 .792 ,750 .375 .500 .000 .542 .250 .375 .550 .250 .750 .417 .750 .714 .000 .861 .808 0 CD LN a NE 3 CT Out In Total I 191 1 I 91 71 31 01 ht Thru Left Peds 1 I 291 I 481 Peak Hour Data North Peak Hour Begins at 04:00 PM Cars Trucks Left Thru Right Peds I 111 61 31 11 I 1 I 211 Out In Total NE 3 CT 161 I 371 O M 0 Richard Garcia & Associates, Inc. 8065 NW 98 Street Hialeah Gardens, Florida 33016 Phone: 305-362-0677 Fax: 305-675-6474 Site Co Station ID: 7505-9453 NE 2 AVENUE NORTH OF NE 73 STREET Latitude: 0' 0.0000 Undefined Start Time 09-Dec-20 NB Hour Totals SB Hour Totals Combined Totals Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 12:15 12:30 12:45 01:00 01:15 01:30 01:45 02:00 02:15 02:30 20 21 11 10 8 6 6 4 4 6 4 79 71 92 90 100 95 110 65 114 129 105 62 24 332 370 11 15 8 5 8 5 5 7 5 6 7 71 93 93 90 101 92 87 66 .. 39 25 347 346 101 49 679 716 02:45 1 128 15 476 5 r, ,.. 23 445 38 921 03:00 5 117 1 98 03:15 6 128 3 97 03:30 3 142 5 103 03:45 4 144 18 531 4 90 13 388 31 919 04:00 5 140 6 90 D4:15 5 164 3 119 04:30 8 147 10 86 04:45 7 148 25 599 5 109 24 404 49 1003 05:00 3 18' 12 100 05:15 12 156 16 102 05:30 4 167 27 88 05:45 11 ....__158 30 662 35 86 90 376 120 06:00 19 137 28 94 06:15 17 111 26 78 06:30 13 107 75 79 06:45 22 90 71 445 60 70 189 321 260 766 07:00 26 85 52 68 07:15 40 88 81 62 07:30 59 77 96 59 07:45 63 67 188 317 118 50 347 239 535 556 08:00 73 60 84 52 08:15 60 47 108 42 08:30 59 52 104 36 08:45 83 41 275 200 90 38 386 168 11061 368 09:00 80 55 82 39 09:15 55 36 90 31 09:30 68 31 80 38 09:45 65 31 268 153 72 34 324 142 592 295 10:00 64 34 95 30 10:15 69 34 91 33 10:30 68 30 76 28 10:45 74 23 275 121 73 21 335 112 610 233 11:00 76 28 91 18 11:15 6S 25 87 14 11:30 74 35 82 21 11:45 83 17 302 105 66 22 326 75 628 180 Total Percent Peak Vol. P.H.F. 1553 26.5% 11:00 302 0.910 4311 73.5% 05:00 662 0.914 2121 38.7% 07:45 414 0.877 3363 61.3% 02:00 445 0.943 3674 32.4% 7674 67.6% RCI Richard Garcia & Associates, Inc. 8065 NW 98 Street Hialeah Gardens, Florida 33016 Phone: 305-362-0677 Fax: 305-675-6474 Site Co.e: Station ID: 7505-9453 NE 2 AVENUE NORTH OF NE 73 STREET Latitude: 0' 0.0000 Undefined Start Time 10-Dec-20 NB Hour Totals SB Hour Totals Combined Totals Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Mornin Afternoon 12:00 12:15 12:30 20 13 14 87 95 80 8 12 11 83 109 90 12:45 11 87 58 349 9 90 40 372 98 721 01:00 12 79 7 94 01:15 11 93 6 87 01:30 10 77 5 84 01:45 7 77 40 326 4 89 22 354 62 680 02:00 6 111 2 110 02:15 6 122 10 82 02:30 5 101 3 97 02:45 3 130 20 464 2 88 17 377 37 841 03:00 1 110 3 89 03:15 2 145 2 96 03:30 5 117 3 90 03:45 7 134 15 506 4 93 12 368 27 874 04:00 4 127 2 104 04:15 5 134 7 112 04:30 4 144 7 105 04:45 8 139 21 544 9 107 25 428 46 972 05:00 13 156 14 120 05:15 5 155 29 104 05:30 11 152 22 94 05:45 12 123 41 586 30 70 95 388 136 .74 06:00 21 126 26 72 06:15 18 118 28 75 06:30 15 76 62 76 06:45 16 81 70 401 49 80 165 303 235 704 07:00 40 65 80 69 07:15 36 89 79 56 07:30 58 59 95 54 07:45 72 72 206 285 89 41 343 220 549 505 08:00 76 71 120 35 08:15 86. 47 98 50 08:30J 51 97 51 08:45 52 41 278 210 110 31 425 167 377 09:00 53 62 94 36 09:15 81 41 83 36 09:30 65 30 86 33 09:45 76 33 275 166 89 40 352 145 627 311 10:00 60 46 74 39 10:15 81 27 67 29 10:30 69 39 81 32 10:45 74 27 284 139 82 33 304 133 588 272 11:00 57 33 78 30 11:15 74 31 68 16 11:30 76 40 74 18 11:45 89 29 296 133 88 20 308 84 604 217 Total Percent Peak Vol. P.M.F. 1604 28.1% 07:45 298 0.866 4109 71.9% 04:45 602 0.965 2108 38.7% 08:00 425 0.885 3339 61.3% 04:15 444 0.925 3712 33.3% 7448 66.7% Total Percent 3157 8420 27.3% 72.7% ADT ADT 11,286 AADT 11,286 4229 6702 38.7% 61.3% 7386 15122 32.8% 67.2% Kgal Richard Garcia & Associates, Inc. 8065 NW 98 Street Hialeah Gardens, Florida 33016 Phone: 305-362-0677 Fax: 305-675-6474 Site Co Station ID: 11827-8682 NE 73 STREET EAST OF NE 2 AVENUE Latitude: 0' 0.0000 Undefined Start Time 09-Dec-20 EB Hour Totals WB Hour Totals Combined Totals Wed Mornino Afternoon Mornino Afternoon Mornino Afternoon Morning Afternoon Morning Afternoon 12:00 12:15 12:30 0 4 1 4 0 2 1 0 0 3 2 2 12:45 0 2 1 12 0 5 1 12 2 24 01:00 1 3 0 1 01:15 0 3 0 2 01:30 1 2 1 3 01:45 0 1 2 9 0 6 1 12 3 21 02:00 0 1 0 3 02:15 0 5 0 2 02:30 0 0 0 2 02:45 0 1 0 7 0 6 0 13 0 20 03:00 0 2 0 5 03:15 0 3 1 4 03:30 0 5 ......................... 0 2 03:45 0 7 0 17 0 8 1 19 1 36 04:00 0 2 0 2 04:15 0 6 1 5 04:30 0 4 1 7 04:45 0 0 0 12 1 3 3 17 3 29 05:00 0 5 1 91 05:15 0 0 0 7 05:30 0 1 0 1 05:45 3 3 3 9 0 7 1 26 4 35 06:00 5 1 1 0 06:15 1 0 1 1 06:30 2 1 1 2 06:45 1 0 9 2 4 1 7 4 16 6 07:00 1 0 i 1 07:15 1 1 4 ............ ...... 5 07:30 3 1 6 3 07:45 4 0 9 2 2 2 13 11 22 13 08:00 0 2 3 2 08:15 4 2 3 2 08:30 4 1 4 1 08:45 4 1 12 6 4 1 14 6 26 12 09:00 7 2 0 3 09:15 5 0 3 0 09:30 4 1 1 1 09:45 1 0 17 3 3 0 7 4 24 7 10:00 0 3 3 2 10:15 8 0 5 0 10:30 4 0 2 1 10:45 2 1 14 4 4 1 14 4 108 11:00 0 0 1 1 11:15 3 0 4 0 11:30 1 0 2 0 11:45 0 0 4 0 4 0 11 1 15 1 Total Percent Peak Vol. P.H.F. 71 46.1% 08:30 20 0.714 83 53.9% 03:30 20 0.714 73 36.1% 06:45 15 0.625 129 63.9% 04:30 28 0.636 144 40.4% 212 59.6% Richard Garcia & Associates, Inc. 8065 NW 98 Street Hialeah Gardens, Florida 33016 Phone: 305-362-0677 Fax: 305-675-6474 Site Co Station ID; 11827-8682 NE 73 STREET EAST OF NE 2 AVENUE Latitude: 0' 0.0000 Undefined Start Time 10-Dec-20 EB Hour Totals WB Hour Totals Combined Totals Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 12:15 12:30 0 4 0 3 0 4 0 0 1 ' - 21 ;9 12:45 0 2 0 13 0 _ 0. 1 40 1 01:00 0 6 0 1 01:15 0 4 1 8 01:30 0 3 1 6 01:45 0 4 0 17 0 5 2 20 2 37 02:00 0 4 0 5 02:15 1 2 2 1 02:30 0 1 0 1 02:45 0 4 1 11 1 6 3 13 4 24 03:00 0 2 0 2 03:15 0 1 0 2 03:30 0 4 0 5 03:45 0 3 0 10 0 6 0 15 0 25 04:00 0 5 1 5 04:15 0 ' 9 0 6 04:30 0 3 0 5 04:45 0 5 0 22 2 6 3 22 3 05:00 0 5 1 5 05:15 0 3 0 4 05:30 1 2 1 5 05:45 2 1 3 11 2 1 4 15 7 26 06:00 4 0 0 1 06:15 1 2 0 3 06:30 1 2 2 5 06:45 2 0 8 4 4 6 6 15 14 19 07:00 2 1 3 3 07:15 4 0 3 0 07:30 0 0 4 0 07:45 3 0 9 1 3 5 13 8 22 9 08:00 3 0 3 1 08:15 3 0 2 2 08:30 1 0 2 0 08:45 7 1 14 1 4 1 11 4 25 5 09:00 4 0 6 1 09:15 2 0 3 0 09:30 5 0 9 0 09:45 2 1 13 1 5. 4 23 5 36 6 10:00,. 1 .9 5 10:15 8 1 /4 0 10:30 0 5 3 10:45 6 0 28 2 6 1 34 9 L`2 11 11:00 2 0 6 1 11:15 0 0 6 0 11:30 4 0 4 1 11:45 3 0 9 0 6 1 22 3 31 3 Total Percent Peak Vol. P.H.F. 85 47.8% 10:00 28 0.875 93 52.2% 04:00 22 0.611 122 41.9% 09:30 37 0.661 169 58,1% 12:00 40 0.476 207 44.1% 262 55.9% Total Percent 156 176 47.0% 53.0% ADT ADT 421 AADT 421 195 298 39.6% 60.4% 351 474 42.5% 57.5% Aot MAN 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[Ianr7 PWJ .02574 51/11500 UI UL 1.:RI7/ V.7fCITsI I Orland a •M Dom,. ASSDI,COWonas Lamas " wunuowtu uasl W L.A. OSA 4N": t EMU COI SVP A X CH nsrTI • FEAf OBIES Lemon City Studios Restaurant Traffic Impact Study Appendix 5: Traffic Operational Analysis - Level of Service (LOS) E4,a, RICHARD GARCIA & ASSOCIATES, INC. Appendix 5 TABLE: A7 Level of Service (LOS) Summary - AM & PM Peak Hour Project Name: Lemon City Studios - Restaurant 2020 Existing Condition AM Peak Hour PM Peak Hour Location Intersection Control Overall Critical Approach TWSC Overall Critical Approach TWSC LOS Delay (sec) Approach LOS Delay (sec) LOS Delay (sec) Approach LOS Delay (sec) 1 NE 2 Avenue & NE 73 Street T Stopay A 0.3 WB B 13.5 A 0.6 WB C 19.1 2 NE 2 Avenue & NE 75 Street Traffic Signal A 6.9 - - - A 7.4 - - - 3 NE 75 Street & NE 3 Court T Stopay A 5.2 SB A 8.8 A 6.4 NB A 9.3 2021 Future Condition (without Project Trips) AM Peak Hour PM Peak Hour Location Intersection Control Overall Critical Approach TWSC Overall Critical Approach TWSC LOS Delay (sec) Approach LOS Delay (sec) LOS Delay (sec) Approach LOS Delay (sec) 1 NE 2 Avenue & NE 73 Street T St pay A 0.3 WB B 13.5 A 0.6 WB C 19.2 2 NE 2 Avenue & NE 75 Street Traffic Signal A 6.9 - - - A 7.5 - - - 3 NE 75 Street & NE 3 Court Two-Way A 5.2 SB A 8.8 A 6.4 NB A 9.3 2021 Future Condition (with Project Trips) AM Peak Hour PM Peak Hour Location Intersection Control Overall Critical Approach TWSC Overall Critical Approach TWSC LOS Delay (sec) Approach LOS Delay (sec) LOS Delay (sec) Approach LOS Delay (sec) 1 NE 2 Avenue & NE 73 Street T Stopay A 0.4 WB B 13.3 A 0.7 WB C 19.6 2 NE 2 Avenue & NE 75 Street Traffic Signal A 7.0 - - - A 7.7 - - - 3 NE 75 Street & NE 3 Court T Stopay A 5.4 SB A 8.8 A 6.1 NB A 9.3 Lemon City Studios Restaurant Existing Condition - AM Peak Hour HCM 6th TWSC Lemon City Studios Restaur 1: N E 2 Ave & NE 73 St Existing Condition - AM Peak Intersection int Delay, slveh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 44 4t,. +1'4 Traffic Vol, veh/h 0 0 6 9 0 2 1 302 10 6 417 1 Future Vol, veh/h 0 0 6 9 0 2 1 302 10 6 417 1 Conflicting Reds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - - None - - None Storage Length - - Veh in Median Storage, # 0 - 0 0 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 7 7 7 7 7 7 7 7 7 7 7 7 Mvmt Flow 0 0 6 10 0 2 1 321 11 6 444 1 MajorfMinor Minor2 Minorl Majorl Major2 Conflicting Flow All 620 791 223 563 786 166 445 0 0 332 0 0 Stage 1 457 457 329 329 Stage 2 163 334 - 234 457 - Critical Hdwy 7.64 6.64 7.04 7.64 6.64 7.04 4.24 - 4.24 Critical Hdwy Stg 1 6.64 5.64 6.64 5.64 - - Critical Hdwy Stg 2 6.64 5.64 - 6.64 5.64 - Follow-up Hdwy 3.57 4.07 3.37 3.57 4.07 3.37 2.27 - 2.27 Pot Cap-1 Maneuver 362 311 765 398 313 834 1077 - 1189 Stage 1 540 554 - 644 633 Stage 2 809 629 - 734 554 - Platoon blocked, Mov Cap-1 Maneuver 359 309 765 392 310 834 1077 - - 1189 Mov Cap-2 Maneuver 359 309 - 392 310 - Stage 1 539 550 - 643 632 - Stage 2 806 628 - 723 550 - Approach EB HCM Control Delay, s 9.7 HCM LOS A WB NB SB 13.5 0 0.1 Minor Lane/Major Mvmt NBL NBT NBR EBLn1W8Ln1 SBL SBT SBR Capacity (veh/h) 1077 - - 765 434 1189 - HCM Lane V/C Ratio 0.001 - 0.008 0.027 0.005 - HCM Control Delay (s) 8.3 0 - 9.7 13.5 8 0 HCM Lane LOS A A - A B A A HCM 95th %tile Q(veh) 0 0 0.1 0 - HCM 6th Signalized Intersection Summary Lemon City Studios Restaur 2: NE 2 Ave & NE 75 St Existing Condition - AM Peak 4- & 4\ T ' 4 4, Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 ) I i 1, Traffic Volume (veh/h) 20 7 30 3 6 2 15 277 11 9 398 20 Future Volume (veh/h) 20 7 30 3 6 2 15 277 11 9 398 20 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, vehfhlln 1781 1781 1781 1781 1781 1781 1781 1781 1781 1781 1781 1781 Adj Flow Rate, vehlh 21 7 32 3 6 2 16 292 12 9 419 21 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 8 8 8 8 8 8 8 8 8 8 8 8 Cap, veh/h 63 15 42 50 61 16 780 1439 59 895 1425 71 Arrive On Green 0.05 0.05 0.05 0.05 0.05 0.05 0.85 0.85 0.85 0.85 0.85 0.85 Sat Flow, veh/h 418 282 800 226 1160 308 904 1699 70 1024 1682 84 Grp Volume(v), veh/h 60 0 0 11 0 0 16 0 304 9 0 440 Grp Sat Flow(s),vehlh/In 1500 0 0 1693 0 0 904 0 1769 1024 0 1766 Q Serve(g_s), s 3.5 0.0 0.0 0.0 0.0 0.0 0.4 0.0 3.8 0.2 0.0 6.1 Cycle Q Clear(g_c), s 4.7 0.0 0.0 0.7 0.0 0.0 6.5 0.0 3.8 4.0 0.0 6.1 Prop In Lane 0.35 0.53 0.27 0.18 1.00 0.04 1.00 0.05 Lane Grp Cap(c), veh/h 120 0 0 128 0 0 780 0 1498 895 0 1496 VIC Ratio(X) 0.50 0.00 0.00 0.09 0.00 0.00 0.02 0.00 0.20 0.01 0.00 0.29 Avail Cap(c_a), vehlh 348 0 0 372 0 0 780 0 1498 895 0 1496 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 56.0 0.0 0.0 54.2 0.0 0.0 2.5 0.0 1.7 2.1 0.0 1.9 Incr Delay (d2), siveh 2.4 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.5 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %Ile BackOfQ(50%),vehlln 1.9 0.0 0.0 0.3 0.0 0.0 0.1 0.0 0.9 0.0 0.0 1.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 58.4 0.0 0.0 54.4 0.0 0.0 2.6 0.0 2.0 2.1 0.0 2.4 LnGrp LOS E A A D A A A A A A A A Approach Vol, vehih 60 11 320 449 Approach Delay, s/veh 58.4 54.4 2.0 2.4 Approach LOS E D A A Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s 107.7 12.3 107.7 6.0 6.0 6.0 83.0 25.0 83.0 8.5 6.7 8.1 0.7 0.2 1.0 12.3 6.0 25.0 2.7 0.0 Intersection Summary HCM 6th Ctrl Delay 6.9 HCM 6th LOS A Timings Lemon City Studios Restaur 2: NE 2 Ave & NE 75 St Existing Condition - AM Peak Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 4+ 4 " t II T Traffic Volume (vph) 20 7 3 6 15 277 9 398 Future Volume (vph) 20 7 3 6 15 277 9 398 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 31.0 31.0 31.0 31.0 44.0 44.0 26.0 26,0 Total Split (s) 31.0 31.0 31.0 31.0 89,0 89.0 89.0 89.0 Total Split (%) 25.8% 25.8% 25.8% 25.8% 74.2% 74.2% 74.2% 74.2% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C-Min C-Min C-Min C-Min Act Effct Green (s) 8.4 8.4 103.4 103.4 103.4 103.4 Actuated gIC Ratio 0.07 0.07 0.86 0.86 0.86 0.86 v/c Ratio 0.47 0.10 0.02 0.20 0.01 0.29 Control Delay 40.7 47.5 2.1 2.3 2.1 2.7 Queue Delay 0.0 0.0 0.0 0.0 0,0 0.0 Total Delay 40.7 47.5 2.1 2.3 2.1 2.7 LOS D D A A A A Approach Delay 40.7 47.5 2.3 2.7 Approach LOS D D A A Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 98 (82%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.47 Intersection Signal Delay: 5.9 Intersection LOS: A Intersection Capacity Utilization 38.0% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: NE 2 Ave & NE 75 St 102 06 Queues Lemon City Studios Restaur 2: NE 2 Ave & NE 75 St Existing Condition - AM Peak H 4- t Lane Group EBT WBT NBL NBT SBL SBT Lane Group Flow (vph) 60 11 16 304 9 440 vlc Ratio 0.47 0.10 0.02 0.20 0.01 0.29 Control Delay 40.7 47.5 2.1 2.3 2.1 2.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 40.7 47.5 2.1 2.3 2.1 2.7 Queue Length 50th (ft) 21 7 2 33 1 53 Queue Length 95th (ft) 64 26 6 66 4 101 Internal Link Dist (ft) 182 798 536 130 Turn Bay Length (ft) Base Capacity (vph) 324 330 768 1508 872 1506 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced vie Ratio 0.19 0.03 0.02 0.20 0.01 0,29 Intersection Summary HCM 6th TWSC Lemon City Studios Restaur 3: NE 3 Ct & NE 75 St Existing Condition - AM Peak Intersection Int Delay, s/veh 5.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 4 4 Traffic Vol, vehlh 10 10 5 1 0 1 2 1 4 3 3 4 Future Vol, vehlh 10 10 5 1 0 1 2 1 4 3 3 4 Conflicting Peds, #thr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - - None - - None Storage Length - - - - - - Veh in Median Storage, # 0 0 0 - - 0 Grade, % - 0 - 0 - - 0 - - 0 Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, % 4 4 4 4 4 4 4 4 4 4 4 4 Mvmt Flow 13 13 7 1 0 1 3 1 5 4 4 5 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 1 0 0 20 0 0 50 46 17 49 49 1 Stage 1 - - 43 43 - 3 3 Stage 2 - 7 3 - 48 46 Critical Hdwy 4.14 - 4.14 - 7.14 6.54 6.24 7.14 6.54 6.24 Critical Hdwy Stg 1 - - 6.14 5.54 - 6.14 5.54 Critical Hdwy Stg 2 - 6.14 5.54 - 6.14 5.54 - Follow-up Hdwy 2.236 - 2.236 - 3.536 4.036 3.336 3.536 4.036 3.336 Pot Cap-1 Maneuver 1609 - 1583 - 945 842 1056 946 839 1078 Stage 1 - - 966 855 - 1014 889 - Stage 2 - - 1009 889 - 963 853 Platoon blocked, % Mov Cap-1 Maneuver 1609 - 1583 - 931 834 1056 934 831 1078 Mov Cap-2 Maneuver - - 931 834 - 934 831 - Stage 1 - 958 848 - 1006 888 Stage 2 - - 998 888 - 949 846 Approach EB WB NB SB HCM Control Delay, s 2.9 3.6 8.7 8.8 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 981 1609 - - 1583 - - 949 HCM Lane ViC Ratio 0.01 0.008 - 0.001 - 0.014 HCM Control Delay (s) 8.7 7.3 0 - 7.3 0 - 8.8 HCM Lane LOS A A A A A A HCM 95th %tile Q(veh) 0 0 - 0 0 Lemon City Studios Restaurant Existing Condition - PM Pe HCM 6th TWSC Lemon City Studios Restaur 1: NE 2 Ave & NE 73 St Existing Condition - PM Peak H Intersection Int Delay, slveh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4, 4, 41, 41+ Traffic Vol, veh/h 2 2 8 14 1 7 2 616 16 6 451 1 Future Vol, veh/h 2 2 8 14 1 7 2 616 16 6 451 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - - None - - None Storage Length - - - - - Veh in Median Storage, # - 0 - 0 - 0 - - 0 Grade, % - 0 - 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 2 2 8 15 1 7 2 648 17 6 475 1 Major/Minor Minor2 Minor1 Majorl Major2 Conflicting Flow All 817 1157 238 912 1149 333 476 0 0 665 0 0 Stage 1 488 488 - 661 661 - Stage 2 329 669 - 251 488 - - - - Critical Hdwy 7.56 6.56 6.96 7.56 6.56 6.96 4,16 - 4.16 Critical Hdwy Stg 1 6,56 5.56 6.56 5.56 - - - - Critical Hdwy Stg 2 6.56 5.56 - 6.56 5.56 - Follow-up Hdwy 3.53 4.03 3.33 3.53 4.03 3.33 2.23 - 2.23 Pot Cap-1 Maneuver 267 193 760 227 196 660 1075 - 913 Stage 1 527 546 - 416 455 - - - Stage 2 655 452 - 728 546 - - Platoon blocked, % - - Mov Cap-1 Maneuver 261 191 760 221 194 660 1075 - 913 Mov Cap-2 Maneuver 261 191 - 221 194 - - Stage1 525 541 - 415 454 - - Stage 2 644 451 - 711 541 - - - Approach EB WB NB HCM Control Delay, s 13.9 19.1 0 HCM LOS B C SB 0.1 Minor LanelMajor Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1075 - - 419 278 913 - HCM Lane VIC Ratio 0.002 - - 0.03 0.083 0.007 HCM Control Delay (s) 8.4 0 - 13.9 19.1 9 0 HCM Lane LOS A A - B C A A HCM 95th %tile ((veh) 0 - 0.1 0.3 0 HCM 6th Signalized Intersection Summary Lemon City Studios Restaur 2: NE 2 Ave & NE 75 St Existing Condition - PM Peak VIEW C° T Movement Lane Configurations SBT SBR Traffic Volume (veh/h) 28 15 22 16 7 8 28 583 16 6 415 35 EBL EBT 4+ EBR WBL WBT WBR NBL 4 t NBT NBR SBL lri Future Volume (veh/h) 28 15 22 16 7 8 28 583 16 6 415 35 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Fed -Bike Adj(ApbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 Work Zone On. Approach No No No No Adj Sat Flow, vehlhlln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 31 16 24 18 8 9 31 641 18 7 456 38 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, veh/h 79 28 32 84 36 26 761 1510 42 639 1421 118 Arrive 0n Green 0.06 0.06 0.06 0,06 0.06 0.06 0.84 0.84 0.84 0.84 0.84 0,84 Sat Flow, veh/h 603 466 546 657 616 441 896 1796 50 769 1689 141 Grp Volume(v), veh/h 71 0 0 35 0 0 31 0 659 7 0 494 3rp Sat Flow(s),veh/h/In 1615 0 0 1713 0 0 896 0 1846 769 0 183C Q Serve(g_s), s 2.8 0.0 0.0 0.0 0.0 0.0 0.9 0.0 10.6 0.3 0.0 7.1 ycle Q Clear(g_c), s 5.1 0.0 0.0 2.3 0.0 0.0 8.0 0.0 10.6 10.9 0.0 7.1 Prop In Lane 0.44 0.34 0.51 0.26 1.00 0.03 1.00 0.08 Lane Grp Cap(c), veh/h 139 0 0 147 0 0 761 0 1553 639 0 1539 WC Ratio(X) 0.51 0.00 0.00 0.24 0.00 0.00 0.04 0.00 0,42 0.01 0.00 0.32 Avail Cap(c_a), veh/h 368 0 0 371 0 0 761 0 1553 639 0 1539 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 55.4 0.0 0.0 54.2 0.0 0.0 3.0 0.0 2.4 3.7 0.0 2.1 Incr Delay (d2), slveh 2.2 0.0 0.0 0.6 0.0 0.0 0.1 0.0 0.9 0.0 0.0 0.6 lnitiai Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),vehfln 2.2 0,0 0.0 1.0 0.0 0.0 0.2 0.0 2.8 0.0 0.0 1.9 Unsig. Movement Delay, siveh _nGrp Delay(d),slveh 57.6 0.0 0.0 54.8 0.0 0.0 3.1 0.0 3.2 3.7 0.0 2.E LnGrp LOS E A A D A A A A A A A A Approach Vol, veh/h 71 35 690 501 Approach Delay, s/veh 57.6 54.8 3.2 2.6 Approach LOS E D A A Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 106.9 13.1 106.9 13.1 Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+11), s 6.0 83.0 12.6 6.0 25.0 7.1 6.0 83.0 12.9 6.0 25.0 4.3 Green Ext Time (p_c), s 1.7 0.2 1.2 0.1 Intersection Summary HCM 6th Ctrl Delay 7.4 HCM 6th LOS A Timings 2: NE 2 Ave & NE 75 St Lemon City Studios Restaur Existing Condition - PM Peak H Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 4. 4 "i I I Traffic Volume (vph) 28 15 16 7 28 583 6 415 Future Volume (vph) 28 15 16 7 28 583 6 415 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 31.0 31.0 31.0 31.0 44.0 44.0 26.0 26.0 Total Split (s) 31.0 31.0 31.0 31.0 89.0 89.0 89.0 89.0 Total Split (%) 25.8% 25.8% 25.8% 25.8% 74.2% 74.2% 74.2% 74.2% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0,0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C-Min C-Min C-Min C-Min Act Effct Green (s) 9.5 9.5 102.3 102.3 102.3 102.3 Actuated g/C Ratio 0.08 0.08 0.85 0.85 0.85 0.85 v/c Ratio 0.53 0,28 0.04 0.42 0.01 0.32 Control Delay 53.2 46.2 2.5 3.9 2.5 3.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 53.2 46.2 2.5 3.9 2.5 3.2 _OS D D A A A A Approach Delay 53.2 46.2 3.8 3.2 Approach LOS D D A A Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 63 (53%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.53 Intersection Signal Delay: 7.4 intersection Capacity Utilization 47.5% Analysis Period (min) 15 Splits and Phases: 2: NE 2 Ave & NE 75 St Intersection LOS: A ICU Level of Service A Queues Lemon City Studios Restaur 2: NE 2 Ave & NE 75 St Existing Condition - PM Peak H 4— 4\ af Lane Group EBT WBT NBL NBT SBL SBT Lane Group Flow (vph) 71 35 31 659 7 494 v/c Ratio 0.53 0.28 0.04 0.42 0.01 0.32 Control Delay 53.2 46.2 2.5 3.9 2.5 3.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 53.2 46.2 2.5 3.9 2.5 3.2 Queue Length 50th (ft) 39 19 3 106 1 69 Queue Length 95th (ft) 86 51 11 193 4 127 Internal Link Dist (ft) 182 798 536 130 Turn Bay Length (ft) Base Capacity (vph) 324 313 746 1566 614 1555 Starvation Cap Reductn 0 0 0 0 0 0 Spi Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.22 0.11 0.04 0.42 0.01 0.32 Ilback Cap Reductn 0 0 0 0 0 0 Intersection Summary NOTICE MOP HCM 6th TWSC Lemon City Studios Restaur 3: NE 3 Ct & NE 75 St Existing Condition - PM Peak Intersection Int Delay, slveh 6.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4, 4 4 4 Traffic Vol, veh/h 21 6 5 4 6 3 11 6 3 3 7 9 Future Vol, vehlh 21 6 5 4 6 3 11 6 3 3 7 9 Conflicting Peds, #fhr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - - None - - None Storage Length - - Veh in Median Storage, # - 0 - 0 - 0 - 0 Grade, % - 0 - - 0 - 0 - - 0 - Peak Hour Factor 81 81 81 81 81 81 81 81 81 81 81 81 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 26 7 6 5 7 4 14 7 4 4 9 11 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 11 0 0 13 0 0 91 83 10 87 84 9 Stage 1 - 62 62 - 19 19 - Stage 2 - 29 21 - 68 65 - Critical Hdwy 4.12 - 4,12 - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - 2.218 - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1608 - 1606 - 893 807 1071 899 806 1073 Stage 1 - 949 843 - 1000 880 - Stage 2 - 988 878 942 841 Platoon blocked, % - - Mov Cap-1 Maneuver 1608 - 1606 - 864 792 1071 877 791 1073 Mov Cap-2 Maneuver - - 864 792 - 877 791 - Stage 1 - 934 830 - 984 877 Stage 2 - 965 875 - 915 828 - Approach EB WB NB SB HCM Control Delay, s 4.8 2.2 9.3 9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 865 1608 - - 1606 - - 920 HCM Lane V/C Ratio 0.029 0.016 - 0.003 - - 0.025 HCM Control Delay (s) 9.3 7.3 0 - 7.2 0 - 9 HCM Lane LOS A A A A A - A HCM 95th %tile Q(veh) 0.1 0 0 - 0.1 Lemon City Studios Restaurant Future Condition wfo Project - AM Peak Hour HCM 6th TWSC Lemon City Studios Restaur 1: NE 2 Ave & NE 73 St Future Condition w/o Project- AM Peak H NOTICE Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4+ 4+ 4T+ 41+ Traffic Vol, veh/h 0 0 6 9 0 2 1 303 10 6 419 1 Future Vol, veh/h 0 0 6 9 0 2 1 303 10 6 419 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - - None - - None Storage Length - - Veh in Median Storage, # 0 0 - 0 - - 0 Grade, % - 0 - 0 - 0 - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 7 7 7 7 7 7 7 7 7 7 7 7 Mvmt Flow 0 0 6 10 0 2 1 322 11 6 446 1 1 1 MajorlMinor Minor2 Minorl Majorl Major2 Conflicting Flow All 622 794 224 565 789 167 447 0 0 333 0 0 Stage 1 459 459 - 330 330 - - Stage 2 163 335 - 235 459 - - - - - Critical Hdwy 7.64 6.64 7.04 7.64 6.64 7.04 4.24 - 4.24 Critical Hdwy Stg 1 6.64 5.64 - 6.64 5.64 - Critical Hdwy Stg 2 6.64 5.64 - 6.64 5.64 - Follow-up Hdwy 3.57 4.07 3.37 3.57 4.07 3.37 2.27 - - 2.27 Pot Cap-1 Maneuver 361 310 764 397 312 832 1075 - 1188 Stage 1 538 552 - 643 632 Stage 2 809 629 733 552 Platoon blocked, % Mov Cap-1 Maneuver 358 308 764 391 310 832 1075 - 1188 Mov Cap-2 Maneuver 358 308 - 391 310 Stage 1 537 548 - 642 631 Stage 2 806 628 - 722 548 Approach EB HCM Control Delay, s 9.8 HCM LOS A WB NB 13,5 0 B SB 0.1 Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1075 - - 764 433 1188 - HCM Lane WC Ratio 0.001 - 0.008 0.027 0.005 - HCM Control Delay (s) 8.4 0 - 9.8 13.5 8 0 HCM Lane LOS A A - A B A A HCM 95th %tile Q(veh) 0 0 0.1 0 HCM 6th Signalized Intersection Summary Lemon City Studios Restaur 2: NE 2 Ave & NE 75 St Future Condition w/o Project - AM Peak H -MP 4 4\ t Movement EBL EBT EBR WBL WBT WBR NBL NBT Lane Configurations 4, 4 111 )., Traffic Volume (veh/h) 20 7 30 3 6 2 16 278 11 Future Volume (vehih) 20 7 30 3 6 2 16 278 11 9 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, vehlhlln 1781 1781 1781 1781 1781 1781 1781 1781 1781 1781 1781 1781 Adj Flow Rate, veh/h 21 7 32 3 6 2 17 293 12 9 421 21 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 8 8 8 8 8 8 8 8 8 8 8 8 Cap, veh/h 63 15 42 50 61 16 778 1440 59 894 1425 71 Arrive On Green 0.05 0.05 0.05 0.05 0.05 0.05 0.85 0.85 0.85 0.85 0.85 0.85 Sat Flow, veh/h 418 282 800 226 1160 308 902 1699 70 1023 1682 84 Grp Volume(v), veh/h 60 0 0 11 0 0 17 0 305 9 0 442 Grp Sat Flow(s),veh/h/In 1500 0 0 1693 0 0 902 0 1769 1023 0 1766 Q Serve(g_s), s 3.5 0.0 0.0 0.0 0.0 0.0 0,5 0.0 3.8 0.2 0.0 6.1 Cycle 0 Clear(g_c), s 4.7 0.0 0.0 0.7 0.0 0.0 6.6 0.0 3.8 4.0 0.0 6.1 Prop In Lane 0.35 0.53 0.27 0.18 1.00 0.04 1.00 0.05 Lane Grp Cap(c), veh/h 120 0 0 128 0 0 778 0 1499 894 0 1496 VIC Ratio(X) 0.50 0.00 0.00 0.09 0.00 0.00 0.02 0.00 0.20 0.01 0.00 0.30 Avail Cap(c_a), veh/h 348 0 0 372 0 0 778 0 1499 894 0 1496 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter([) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 56.0 0.0 0.0 54.2 0.0 0.0 2.5 0.0 1.7 2.1 0.0 1.9 Incr Delay (d2), s/veh 2.4 0.0 0.0 0.2 0.0 0.0 0.1 0.0 0.3 0.0 0.0 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/pile BackOfQ(50%),veh/In 1.9 0.0 0.0 0.3 0.0 0.0 0.1 0.0 0.9 0.0 0.0 1.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 58,4 0.0 0.0 54.4 0.0 0.0 2.6 0.0 2.0 2.1 0.0 2.4 LnGrp LOS E A A D A A A A A A A A Approach Vol, veh/h 60 11 322 451 Approach Delay, s/veh 58.4 54.4 2.0 2.4 Approach LOS E D A A t 4/ SBT Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+11), s Green Ext Time (p_c), s p NBR SBL 19 9 t 400 400 0 SBR 20 20 0 1.00 1.00 2 4 6 8 107.7 12.3 107.7 12.3 6.0 6.0 6.0 6.0 83.0 25.0 83.0 25.0 8.6 6.7 8.1 2.7 0.7 0.2 1.0 0.0 Intersection Summary HCM 6th Ctrl Delay 6.9 HCM 6th LOS A Timings Lemon City Studios Restaur 2: NE 2 Ave & NE 75 St Future Condition w/o Project - AM Peak Fl Lane Group EBL EBT WBL WBT NBL NBT SBL SET Lane Configurations 4 4 ) Tr), Ii I Traffic Volume (vph) 20 7 3 6 16 278 9 400 Future Volume (vph) 20 7 3 6 16 278 9 400 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 31.0 31.0 31.0 31.0 44.0 44.0 26.0 26.0 Total Split (s) 31.0 31.0 31.0 31.0 89.0 89.0 89.0 89.0 Total Split (%) 25.8% 25.8% 25.8% 25.8% 74.2% 74.2% 74.2% 74.2% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 LeadlLag Lead -Lag Optimize? Recall Mode None None None None C-Min C-Min C-Min C-Min Act Effct Green (s) 8.4 8.4 103.4 103.4 103.4 103.4 Actuated g/C Ratio 0.07 0.07 0.86 0.86 0.86 0.86 vlc Ratio 0.47 0.10 0.02 0,20 0,01 0.29 Control Delay 40.7 47.5 2.1 2.3 2.1 2.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 40.7 47.5 2.1 2.3 2.1 2.7 LOS D D A A A A Approach Delay 40.7 47.5 2.3 2.7 Approach LOS D D A A Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 98 (82%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.47 Intersection Signal Delay: 5.9 intersection Capacity Utilization 38.1% Analysis Period (min) 15 Splits and Phases: 2: NE 2 Ave & NE 75 St Intersection LOS: A ICU Level of Service A Queues Lemon City Studios Restaur 2: NE 2 Ave & NE 75 St Future Condition w/o Project - AM Peak H Lane Group EBT WBT NBL NBT SBL SBT Lane Group Flow (vph) 60 11 17 305 9 442 *Ratio 0.47 0.10 0.02 0.20 0.01 0.29 Control Delay 40.7 47.5 2.1 2.3 2.1 2.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 40.7 47.5 2.1 2.3 2.1 2.7 Queue Length 50th (ft) 21 7 2 34 1 54 Queue Length 95th (ft) 64 26 6 66 4 102 Internal Link Dist (ft) 182 798 536 130 Turn Bay Length (ft) Base Capacity (vph) 324 330 767 1508 870 1506 Starvation Cap Reductn 0 0 0 n n n Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced vlc Ratio 0.19 0.03 0.02 0.20 0.01 0.29 Intersection Summary HCM 6th TWSC Lemon City Studios Restaur 3: NE 3 Ct & NE 75 St Future Condition w/o Project - AM Peak H Intersection Int Delay, slveh 5.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4+ 4+ Traffic Vol, veh/h 10 10 5 1 0 1 2 1 4 3 3 4 Future Vol, vehlh 10 10 5 1 0 1 2 1 4 3 3 4 Conflicting Peds, #Ihr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - - None - - None Storage Length - Veh in Median Storage, # 0 0 - 0 - 0 Grade, % 0 - 0 - - 0 - 0 Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, % 4 4 4 4 4 4 4 4 4 4 4 4 Mvmt Flow 13 13 7 1 0 1 3 1 5 4 4 5 Major/Minor Majorl Major2 Minor9 Minor2 Conflicting Flow All 1 0 0 20 0 0 50 46 17 49 49 1 Stage 1 - - - - 43 43 3 3 Stage 2 - - - - - 7 3 - 46 46 - Critical Hdwy 4.14 - 4.14 - 7.14 6.54 6.24 7.14 6.54 6.24 Critical Hdwy Stg 1 - - - - 6.14 5.54 - 6.14 5.54 - Critical Hdwy Stg 2 - 6.14 5.54 - 6.14 5.54 - Follow-up Hdwy 2.236 - 2.236 - - 3.536 4.036 3.336 3.536 4.036 3.336 Pot Cap-1 Maneuver 1609 - 1583 - - 945 842 1056 946 839 1078 Stage 1 - - - 966 855 - 1014 889 - Stage 2 - - 1009 889 - 963 853 Platoon blocked, % Mov Cap-1 Maneuver 1609 - 1583 - 931 834 1056 934 831 1078 Mov Cap-2 Maneuver Stage 1 Stage 2 - 931 834 - 934 831 - 958 848 - 1006 888 - 998 888 - 949 846 Approach EB WB NB SB HCM Control Delay, s 2.9 3.6 8.7 8.8 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 981 1609 - - 1583 - - 949 HCM Lane V/C Ratio 0.01 0.008 - - 0.001 - - 0.014 HCM Control Delay (s) 8.7 7.3 0 - 7.3 0 - 8.8 HCM Lane LOS A A A A A A HCM 95th %tile Q(veh) 0 0 - 0 0 Lemon City Studios Restaurant Future Condition wio Project - PM Peak Hour HCM 6th TWSC Lemon City Studios Restaur 1: NE 2 Ave & NE 73 St Future Condition w/o Project - PM Peak H Intersection int Delay, s/veh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4+ 4 4 Traffic Vol, vehlh 2 2 8 14 1 7 2 619 17 6 453 1 Future Vol, vehlh 2 2 8 14 1 7 2 619 17 6 453 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - - None - - None Storage Length - - - - - Veh in Median Storage, # 0 0 - 0 0 Grade, % - 0 - 0 - - 0 - 0 Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 2 2 8 15 1 7 2 652 18 6 477 1 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow Ali 821 1164 239 917 1155 335 478 0 0 670 0 0 Stage 1 490 490 665 665 - - Stage 2 331 674 252 490 - - - - Critical Hdwy 7.56 6.56 6.96 7.56 6.56 6.96 4.16 - - 4.16 Critical Hdwy Stg 1 6.56 5.56 - 6.56 5.56 - - - Critical Hdwy Stg 2 6,56 5.56 6.56 5.56 - - Follow-up Hdwy 3.53 4.03 3.33 3.53 4.03 3.33 2.23 - 2.23 Pot Cap-1 Maneuver 265 192 759 225 194 658 1074 - - 909 Stage 1 526 545 - 413 454 - - - Stage 2 653 449 - 727 545 - Platoon blocked, % - Mov Cap-1 Maneuver 259 190 759 219 192 658 1074 - 909 Mov Cap-2 Maneuver 259 190 - 219 192 Stage 1 524 540 - 412 453 Stage 2 642 448 - 710 540 Approach EB WB NB HCM Control Delay, s 13.9 19.2 0 SB 0.1 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (vehlh) 1074 - - 417 276 909 - HCM Lane VIC Ratio 0.002 - 0.03 0.084 0.007 HCM Control Delay (s) 8.4 0 - 13.9 19.2 9 0 HCM Lane LOS A A - BC A A HCM 95th %tile Q(veh) 0 - - 0.1 0.3 0 HCM 6th Signalized Intersection Summary Lemon City Studios Restaur 2: NE 2 Ave & NE 75 St Future Condition w/o Project - PM Peak H f--► 1 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4 "1 t., /i T Traffic Volume (veh/h) 28 16 22 17 7 8 28 586 17 6 417 35 Future Volume (veh/h) 28 16 22 17 7 8 28 586 17 6 417 35 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, vehlh/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 31 18 24 19 8 9 31 644 19 7 458 38 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0,91 0.91 0.91 0.91 0.91 0,91 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, veh/h 78 30 32 87 36 26 758 1506 44 634 1419 118 Arrive On Green 0.06 0,06 0.06 0.06 0.06 0.06 0.84 0.84 0.84 0.84 0.84 0.84 Sat Flow, vehlh 585 503 533 688 597 428 894 1793 53 766 1690 140 Grp Volume(v), veh/h 73 0 0 36 0 0 31 0 663 7 0 496 Grp Sat Flow(s),vehlhlln 1621 0 0 1713 0 0 894 0 1846 766 0 1830 Q Serve(g_s), s 2.9 0.0 0.0 0.0 0.0 0.0 0.9 0.0 10.8 0.3 0.0 7.2 Cycle Q Clear(g_c), s 5.2 0,0 0.0 2.3 0.0 0,0 8.1 0.0 10.8 11.1 0.0 7.2 Prop In Lane 0.42 0.33 0.53 0.25 1.00 0.03 1.00 0.08 Lane Grp Cap(c), veh/h 141 0 0 149 0 0 758 0 1550 634 0 1537 VIC Ratio(X) 0.52 0.00 0.00 0.24 0.00 0.00 0.04 0.00 0.43 0.01 0.00 0.32 Avail Cap(c_a), veh/h 369 0 0 371 0 0 758 0 1550 634 0 1537 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0,00 0.00 1.00 0.00 0,00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), slveh 55.3 0.0 0.0 54.1 0.0 0.0 3.0 0.0 2.4 3.8 0.0 2.1 Incr Delay (d2), slveh 2.2 0.0 0.0 0.6 0.0 0,0 0.1 0.0 0.9 0.0 0.0 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0,0 0.0 %ile BackOfQ(50%),veh/In 2.3 0.0 0.0 1.1 0.0 0.0 0.2 0.0 2.9 0.0 0.0 1.9 Unsig. Movement Delay, slveh _nGrp Delay(d),s/veh 57.5 0.0 0.0 54.7 0.0 0.0 3.1 0.0 3.3 3.8 0.0 2.7 LnGrp LOS E A A D A A A A A A A A Approach Vol, veh/h 73 36 694 503 Approach Delay, slveh 57.5 54.7 3.3 2.7 Approach LOS E D A A Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 106.8 13.2 106.8 13.2 Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s 6.0 83.0 12.8 6.0 25.0 7.2 6.0 83.0 13,1 6.0 25.0 4.3 Green Ext Time (p_c), s 1.7 0.2 1.2 0.1 Intersection Summary HCM 6th Ctrl Delay 7.5 HCM 6th LOS A Timings 2: NE 2 Ave & NE 75 St Lemon City Studios Restaur Future Condition w/o Project - PM Peak H Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 4 'I t 11 i Traffic Volume (vph) 28 16 17 7 28 586 6 417 Future Volume (vph) 28 16 17 7 28 586 6 417 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 31.0 31.0 31.0 31.0 44.0 44.0 26.0 26.0 Total Split (s) 31.0 31.0 31.0 31.0 89.0 89.0 89.0 89.0 Total Split (%) 25.8% 25.8% 25.8% 25.8% 74.2% 74.2% 74.2% 74.2% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6,0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C-Min C-Min C-Min C-Min Act Effct Green (s) 9.6 9.6 102.2 102.2 102.2 102.2 Actuated g1C Ratio 0.08 0.08 0.85 0.85 0.85 0.85 v/c Ratio 0.53 0.29 0.04 0.42 0.01 0.32 Control Delay 53.5 46.6 2.6 3.9 2.5 3.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 53.5 46.6 2.6 3.9 2.5 3.2 LOS D D A A A A Approach Delay 53.5 46.6 3.9 3.2 Approach LOS D D A A Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 63 (53%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.53 Intersection Signal Delay: 7.6 Intersection LOS: A Intersection Capacity Utilization 47.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: NE 2 Ave & NE 75 St t02 T 06 -004 4-- 03 Queues Lemon City Studios Restaur 2: NE 2 Ave & NE 75 St Future Condition w/o Project - PM Peak H Lane Group EBT WBT NBL NBT SBL SBT Lane Group Flow (vph) 73 36 31 663 7 496 v!c Ratio 0.53 0.29 0.04 0.42 0.01 0.32 Control Delay 53.5 46.6 2.6 3.9 2.5 3.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 53.5 46.6 2.6 3.9 2.5 3.2 Queue Length 50th (ft) 41 20 3 108 1 70 Queue Length 95th (ft) 88 53 11 197 4 129 Internal Link Dist (ft) 182 798 536 130 Turn Bay Length (ft) Base Capacity (vph) 325 310 744 1564 611 1554 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced vfc Ratio 0.22 0.12 0.04 0.42 0.01 0.32 Intersection Summary HCM 6th TWSC Lemon City Studios Restaur 3: NE 3 Ct & NE 75 St Future Condition wlo Project - PM Peak H Intersection Int Delay, s/veh 6.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4+ 4+ 4 Traffic Vol, veh/h 21 6 5 4 6 3 11 6 3 3 7 9 Future Vol, vehlh 21 6 5 4 6 3 11 6 3 3 7 9 Conflicting Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - - None - - None Storage Length - - - - - - Veh in Median Storage, # 0 0 0 - 0 Grade, % - 0 - 0 - 0 - 0 - Peak Hour Factor 81 81 81 81 81 81 81 81 81 81 81 81 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 26 7 6 5 7 4 14 7 4 4 9 11 MajorlMinor Majorl Major2 Minor1 Minor2 Conflicting Flow All 11 0 0 13 0 0 91 83 10 87 84 9 Stage 1 - - 62 62 - 19 19 Stage 2 - - - 29 21 - 68 65 - Critical Hdwy 4.12 - 4.12 - 7.12 6.52 6.22 7.12 6,52 6.22 Critical Hdwy Stg 1 - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - 2.218 - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1608 - 1606 - 893 807 1071 899 806 1073 Stage 1 - - 949 843 - 1000 880 - Stage 2 - - - 988 878 - 942 841 Platoon blocked, Mov Cap-1 Maneuver 1608 - - 1606 - - 864 792 1071 877 791 1073 Mov Cap-2 Maneuver - - - - 864 792 - 877 791 - Stage 1 - - - - 934 830 - 984 877 - Stage 2 - - - - 965 875 - 915 828 Approach EB WB NB SB HCM Control Delay, s 4.8 2.2 9.3 9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 865 1608 - - 1606 - - 920 HCM Lane V/C Ratio 0.029 0.016 - 0.003 - 0.025 HCM Control Delay (s) 9.3 7.3 0 - 7.2 0 - 9 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0.1 0 - 0 - - 0.1 Lemon City Studios Restaurant Future Condition wl Project - AM Pe HCM 6th TWSC Lemon City Studios Restaur 1: NE 2 Ave & NE 73 St Future Condition w/ Project - AM Peak H Intersection Int Delay, s/veh 0.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 41+ 4 Traffic Vol, veh/h 0 0 6 10 0 3 1 303 10 6 419 1 Future Vol, veh/h 0 0 6 10 0 3 1 303 10 6 419 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - None - None Storage Length - - - Veh in Median Storage, # 0 - - 0 - 0 0 Grade, % - 0 - 0 - - 0 - - 0 Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 7 7 7 7 7 7 7 7 7 7 7 7 Mvmt Flow 0 0 6 11 0 3 1 322 11 6 446 1 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 622 794 224 565 789 167 447 0 0 333 0 0 Stage 1 459 459 - 330 330 Stage 2 163 335 235 459 - - - - Critical Hdwy 7.64 6.64 7.04 7.64 6.64 7.04 4.24 - 4.24 Critical Hdwy Stg 1 6.64 5.64 6.64 5.64 - Critical Hdwy Stg 2 6.64 5.64 6.64 5.64 - - - Follow-up Hdwy 3.57 4.07 3.37 3.57 4.07 3.37 2.27 - - 2.27 Pot Cap-1 Maneuver 361 310 764 397 312 832 1075 - - 1188 Stage 1 538 552 - 643 632 Stage 2 809 629 - 733 552 Platoon blocked, % Mov Cap-1 Maneuver 357 308 764 391 310 832 1075 - - 1188 Mov Cap-2 Maneuver 357 308 - 391 310 - - Stage 1 537 548 - 642 631 - - - Stage 2 805 628 - 722 548 - - Approach HCM Control Delay, s HCM LOS EB 9.8 A WB NB SB 13.3 0 B 0.1 Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1075 - 764 445 1188 HCM Lane VIC Ratio 0.001 - 0.008 0.031 0.005 HCM Control Delay (s) 8.4 0 - 9.8 13.3 8 0 HCM Lane LOS A A - AB A A HCM 95th %tile Q(veh) 0 - - 0 0.1 0 HCM 6th Signalized intersection Summary Lemon City Studios Restaur 2: NE 2 Ave & NE 75 St Future Condition wf Project - AM Peak H Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 T 11 % Traffic Volume (veh/h) 20 7 30 3 7 3 17 278 11 9 400 20 Future Volume (veh/h) 20 7 30 3 7 3 17 278 11 9 400 20 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, vehfhfln 1781 1781 1781 1781 1781 1781 1781 1781 1781 1781 1781 1781 Adj Flow Rate, veh/h 21 7 32 3 7 3 18 293 12 9 421 21 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 8 8 8 8 8 8 8 8 8 8 8 8 Cap, vehfh 63 15 43 47 59 21 778 1439 59 894 1425 71 Arrive On Green 0.05 0.05 0.05 0.05 0.05 0.05 0.85 0.85 0.85 0.85 0.85 0.85 Sat Flow, vehfh 417 283 800 191 1108 390 902 1699 70 1023 1682 84 Grp Volume(v), veh/h 60 0 0 13 0 0 18 0 305 9 0 442 Grp Sat Flow(s),veh/h/In 1499 0 0 1688 0 0 902 0 1769 1023 0 1766 Q Serve(g_s), s 3.5 0.0 0.0 0.0 0.0 0.0 0.5 0.0 3.8 0.2 0.0 6.1 Cycle Q Clear(g_c), s 4.7 0.0 0.0 0.9 0.0 0.0 6.6 0.0 3.8 4.0 0.0 6.1 Prop In Lane 0.35 0.53 0.23 0.23 1.00 0.04 1.00 0.05 Lane Grp Cap(c), veh/h 120 0 0 127 0 0 778 0 1498 894 0 1496 WC Ratio(X) 0.50 0.00 0.00 0.10 0.00 0.00 0.02 0.00 0.20 0.01 0.00 0.30 Avail Cap(c_a), veh/h 348 0 0 372 0 0 778 0 1498 894 0 1496 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0,00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 56.0 0.0 0.0 54.2 0.0 0.0 2.6 0.0 1.7 2,1 0.0 1.9 ncr Delay (d2), sfveh 2.4 0.0 0.0 0.3 0.0 0.0 0.1 0.0 0.3 0.0 0.0 0.5 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),vehlin 1.9 0.0 0.0 0.4 0.0 0.0 0.1 0.0 0.9 0.0 0.0 1.5 Unsig. Movement Delay, sfveh LnGrp Delay(d),s/veh 58.3 0.0 0.0 54.5 0.0 0.0 2.6 0.0 2.0 2.1 0.0 2.4 LnGrp LOS E A A D A A A A A A A A Approach Vol, veh/h 60 13 323 451 Approach Delay, s/veh 58.3 54.5 2.0 2.4 Approach LOS E D A A Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 107.6 12.4 107.6 12.4 Change Period (Y+Rc)„ s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s 6.0 83.0 8.6 6.0 25.0 6.7 6.0 83.0 8.1 6.0 25.0 2.9 0.7 0.2 1.0 0.0 Intersection Summary HCM 6th Ctrl Delay 7.0 HCM 6th LOS A Timings Lemon City Studios Restaur 2: NE 2 Ave & NE 75 St Future Condition wl Project - AM Peak 11� t Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 4 4 'I I '1 T.) Traffic Volume (vph) 20 7 3 7 17 278 9 400 Future Volume (vph) 20 7 3 7 17 278 9 400 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 31.0 31.0 31.0 31.0 44.0 44.0 26.0 26.0 Total Split (s) 31.0 31.0 31.0 31.0 89.0 89.0 89.0 89.0 Total Split (%) 25.8% 25.8% 25.8% 25.8% 74.2% 74.2% 74.2% 74.2% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C-Min C-Min C-Min C-Min Act Effct Green (s) 8.4 8.4 103.4 103.4 103.4 103.4 Actuated gIC Ratio O.07 0.07 0.86 0.86 0.86 0.86 vlc Ratio 0.47 0.12 0.02 0.20 0.01 0.29 Control Delay 40.7 45.2 2.1 2.3 2.1 2.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 40.7 45.2 2.1 2.3 2.1 2.7 LOS D D A A A A Approach Delay 40.7 45.3 2.3 2.7 Approach LOS D D A A Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 98 (82%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.47 intersection Signal Delay: 5.9 intersection Capacity Utilization 38.1 % Analysis Period (min) 15 Splits and Phases: 2: NE 2 Ave & NE 75 St Intersection LOS: A ICU Level of Service A t02 R 11 06 R. 04 4- 08 Queues Lemon City Studios Restaur 2: NE 2 Ave & NE 75 St Future Condition wl Project - AM Peak H Lane Group EBT WBT NBL NBT SBL SBT Lane Group Flow (vph) 60 13 18 305 9 442 vlc Ratio 0.47 0.12 0.02 0.20 0.01 0.29 Control Delay 40.7 45.2 2.1 2.3 2.1 2.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 40.7 45.2 2.1 2.3 2.1 2.7 Queue Length 50th (ft) 21 7 2 34 1 54 Queue Length 95th (ft) 64 28 7 66 4 102 Internal Link Dist (ft) 182 798 536 130 Turn Bay Length (ft) Base Capacity (vph) 324 333 767 1508 870 1506 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced vfc Ratio 0.19 0.04 0.02 0.20 0.01 0.29 Intersection Summary HCM 6th TWSC Lemon City Studios Restaur 3: NE 3 Ct & NE 75 St Future Condition w/ Project - AM Peak H Intersection Int Delay, slveh 5.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 4 Traffic Vol, vehlh 10 10 5 1 0 1 4 1 4 3 3 4 Future Vol, vehlh 10 10 5 1 0 1 4 1 4 3 3 4 Conflicting Peds, #Ihr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - - None - - None Storage Length - - - - - Veh in Median Storage, # - 0 0 0 0 Grade, % - 0 - 0 - 0 - - 0 - Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, % 4 4 4 4 4 4 4 4 4 4 4 4 Myatt Flow 13 13 7 1 0 1 5 1 5 4 4 5 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 1 0 0 20 0 0 50 46 17 49 49 1 Stage 1 43 43 - 3 3 Stage 2 - 7 3 - 46 46 - Critical Hdwy 4.14 - 4.14 - 7.14 6.54 6.24 7.14 6.54 6.24 Critical Hdwy Stg 1 - 6.14 5.54 - 6.14 5.54 Critical Hdwy Stg 2 - 6.14 5.54 - 6.14 5.54 Follow-up Hdwy 2.236 - 2.236 - 3.536 4.036 3.336 3.536 4.036 3.336 Pot Cap-1 Maneuver 1609 - 1583 - 945 842 1056 946 839 1078 Stage 1 - 966 855 - 1014 889 Stage 2 - 1009 889 - 963 853 Platoon blocked, % Mov Cap-1 Maneuver 1609 - 1583 - 931 834 1056 934 831 1078 Mov Cap-2 Maneuver - - 931 834 - 934 831 - Stage 1 - 958 848 - 1006 888 - Stage 2 - - 998 888 - 949 846 - Ajroacl EB WB NB SB HCM Control Delay, s 2.9 3.6 8.8 8.8 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 969 1609 - - 1583 - - 949 HCM Lane VIC Ratio 0.012 0.008 - 0.001 - - 0.014 HCM Control Delay (s) 8.8 7.3 0 - 7.3 0 - 8.8 HCM Lane LOS A A A - A A - A HCM 95th %the Q(veh) 0 0 0 - - 0 Lemon City Studios Restaurant Future Condition wl Project - PM Peak Hour HCM 6th TWSC Lemon City Studios Restaur 1: NE 2 Ave & NE 73 St Future Condition wI Project - PM Peak H NOTICE Intersection Int Delay, slveh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1 Lane Configurations 4) 4 4i 41 Traffic Vol, vehlh 2 2 8 16 1 8 2 619 23 9 453 1 Future Vol, veh/h 2 2 8 16 1 8 2 619 23 9 453 1 Conflicting Peds, #lhr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - - None - - None Storage Length - - - - - - - Veh in Median Storage, # 0 - 0 0 0 - Grade, % - 0 - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 2 2 8 17 1 8 2 652 24 9 477 1 Major/Mnor Minor2 Mori Majorl Major2 Conflicting Flaw All 827 1176 239 926 1164 338 478 0 0 676 0 0 Stage 1 496 496 - 668 668 Stage 2 331 680 - 258 496 - - - - Critical Hdwy 7.56 6.56 6.96 7,56 6.56 6.96 4.16 - 4.16 Critical Hdwy Stg 1 6.56 5.56 - 6.56 5.56 - Critical Hdwy Stg 2 6.56 5.56 - 6.56 5.56 - Follow-up Hdwy 3.53 4.03 3.33 3.53 4.03 3.33 2.23 - - 2.23 Pot Cap-1 Maneuver 262 188 759 222 192 655 1074 - 905 Stage 1 522 541 - 412 452 - Stage 2 653 446 721 541 - - - - Platoon blocked, % - Mov Cap-1 Maneuver 254 185 759 215 189 655 1074 - - 905 Mov Cap-2 Maneuver 254 185 - 215 189 - - - - Stage 1 520 533 - 411 451 Stage 2 641 445 - 700 533 - - - - Approach EB WB NB HCM Control Delay, s 14 19.6 0 SB 0.3 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1074 - - 411 272 905 - HCM Lane VIC Ratio 0.002 - 0.031 0.097 0.01 - HCM Control Delay (s) 8.4 0 - 14 19.6 9 0,1 HCM Lane LOS A A - BC A A HCM 95th %tile Q(veh) 0 - 0.1 0.3 0 HCM 6th Signalized Intersection Summary Lemon City Studios Restaur 2: NE 2 Ave & NE 75 St Future Condition wl Project- PM Peak f Movement EBL EBT EBR Lane Configurations '5 1 'I I Traffic Volume (veh/h) 28 18 22 17 8 10 29 586 17 9 420 35 Future Volume (veh/h) 28 18 22 17 8 10 29 586 17 9 420 35 Initial Q (Qb),, veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Row, vehJh/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 31 20 24 19 9 11 32 644 19 10 462 38 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, veh/h 77 33 32 83 38 30 753 1504 44 633 1418 117 Arrive On Green 0.06 0.06 0.06 0.06 0.06 0.06 0.84 0.84 0.84 0.84 0.84 0.84 Sat Flow, veh/h 569 540 522 617 614 484 891 1793 53 766 1691 139 Grp Volume(v), veh/h 75 0 0 39 0 0 32 0 663 10 0 500 Grp Sat Flow(s),vehlh/In 1630 0 0 1714 0 0 891 0 1846 766 0 1830 Q Serve(g_s), s 2.8 0.0 0.0 0.0 0.0 0.0 1.0 0.0 10.9 0.4 0.0 7.3 Cycle Q Clear(g_c), s 5.3 0.0 0.0 2.5 0.0 0.0 8.3 0.0 10.9 11.3 0.0 7.3 Prop In Lane 0.41 0.32 0.49 0.28 1.00 0.03 1.00 0.08 Lane Grp Cap(c), veh/h 143 0 0 150 0 0 753 0 1548 633 0 1535 VIC Ratio(X) 0.53 0.00 0.00 0.26 0.00 0.00 0.04 0.00 0.43 0.02 0.00 0.33 Avail Cap(c_a), vehJh 370 0 0 371 0 0 753 0 1548 633 0 1535 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 55.3 0.0 0.0 54.0 0.0 0.0 3.1 0.0 2.4 3.9 0.0 2.2 Incr Delay (d2), sJveh 2.2 0.0 0.0 0.7 0.0 0.0 0.1 0.0 0.9 0.0 0.0 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.3 0.0 0.0 1.2 0.0 0.0 0.2 0.0 3.0 0.1 0.0 1.9 Unsig. Movement Delay, sJveh LnGrp Delay(d),s/veh 57.5 0.0 0.0 54.7 0.0 0.0 3.2 0.0 3.3 3.9 0.0 2.7 LnGrp LOS E A A D A A A A A A A A Approach Vol, veh/h 75 39 695 510 Approach Delay, s/veh 57.5 54.7 3.3 2.7 Approach LOS E D A A I 4, Sr- WBL WBT WBR NBL NBT NBR SBL SBT SBR Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 106.6 13.4 106.6 13.4 Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s 6.0 83.0 12.9 1.7 6.0 25.0 7.3 0.2 6.0 83,0 13.3 1.2 6.0 25.0 4.5 0.1 Intersection Summary HCM 6th Ctrl Delay 7.7 HCM 6th LOS A Timings 2: NE 2 Ave & NE 75 St Lemon City Studios Restaur Future Condition w/ Project - PM Peak H Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 4 4 ) I ) i, Traffic Volume (vph) 28 18 17 8 29 586 9 420 Future Volume (vph) 28 18 17 8 29 586 9 420 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum. Split (s) 31.0 31.0 31.0 31.0 44.0 44.0 26.0 26.0 Total Split (s) 31.0 31.0 31.0 31.0 89.0 89.0 89.0 89.0 Total Split (%) 25.8% 25.8% 25.8% 25.8% 74.2% 74.2% 74.2% 74.2% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C-Min C-Min C-Min C-Min Act Effct Green (s) 9.8 9.8 102.0 102.0 102.0 102.0 Actuated gIC Ratio vlc Ratio Control Delay Queue Delay Total Delay LOS 0.08 0.54 54.3 0.0 54.3 0.08 0.30 45.3 0.0 45.3 0.85 0.04 2.7 0.0 2.7 0.85 0.42 4.0 0.0 4.0 0.85 0,02 2.7 0.0 2.7 0.85 0.32 3.3 0.0 3.3 D D A A A A Approach Delay 54.3 45.3 4.0 3.3 Approach LOS D D A A Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 63 (53%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.54 Intersection Signal Delay: 7.8 Intersection LOS: A Intersection Capacity Utilization 47.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: NE 2 Ave & NE 75 St t02 ■ 06 -0'04 08 Queues Lemon City Studios Restaur 2: NE 2 Ave & NE 75 St Future Condition wl Project - PM Peak t Lane Group EBT WBT NBL NBT SBL SBT Lane Group Flow (vph) 75 39 32 663 10 500 vlc Ratio 0.54 0.30 0.04 0.42 0.02 0.32 Control Delay 54.3 45,3 2.7 4.0 2.7 3.3 Queue Delay 0.0 0.0 0,0 0.0 0.0 0.0 Total Delay 54.3 45.3 2.7 4.0 2.7 3.3 Queue Length 50th (ft) 43 21 4 111 1 72 Queue Length 95th (ft) 91 55 11 200 5 133 Internal Link Dist (ft) 182 798 536 130 Turn Bay Length (ft) Base Capacity (vph) 326 311 738 1561 608 1551 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced vlc Ratio 0.23 0.13 0.04 0.42 0.02 0.32 Intersection Summary HCM 6th TWSC Lemon City Studios Restaur 3: NE 3 Ct & NE 75 St Future Condition wl Project - PM Peak H Intersection Int Delay, slveh 6.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 44 4 4i 4 Traffic Vol, vehlh 21 6 10 4 6 3 14 6 3 3 7 9 Future Vol, vehlh 21 6 10 4 6 3 14 6 3 3 7 9 Conflicting Peds, #Ihr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - - None - - None Storage Length Veh in Median Storage, # - 0 0 0 - 0 Grade, % - 0 - 0 - - 0 - - 0 Peak Hour Factor 81 81 81 81 81 81 81 81 81 81 81 81 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 26 7 12 5 7 4 17 7 4 4 9 11 MajorlMinor Majorl Major2 Minorl Minor2 Conflicting Flow All 11 0 0 19 0 0 94 86 13 90 90 9 Stage 1 - - - 65 65 - 19 19 Stage 2 Critical Hdwy 4.12 Critical Hdwy Stg 1 - 4.12 - 29 21 - 71 71 - 7.12 6.52 6.22 7.12 6.52 6.22 - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - 6.12 5.52 - 6.12 5.52 Follow-up Hdwy 2.218 Pot Cap-1 Maneuver 1608 Stage 1 Stage 2 Platoon blocked, % Mov Cap-1 Maneuver 1608 Mov Cap-2 Maneuver Stage 1 Stage 2 - 2.218 - 1597 - 1597 - 3.518 4.018 3.318 3.518 4.018 3.318 - 889 804 1067 895 800 1073 - 946 841 - 1000 880 - - 988 878 - 939 836 - - 860 789 1067 873 785 1073 - 860 789 - 873 785 - - 931 828 - 984 877 - 965 875 - 913 823 - Approach EB WB NB SB HCM Control Delay, s 4.1 2.2 9.3 9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 862 1608 - - 1597 - - 916 HCM Lane V/C Ratio 0.033 0.016 - - 0.003 - 0.026 HCM Control Delay (s) 9,3 7.3 0 - 7.3 0 9 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0.1 0 0 - - 0.1 Lemon City Studios Restaurant Traffic Impact Study Appendix 6: Roadway Link Analysis P6ARICHARD GARCIA & ASSOCIATES, INC. Appendix - 6 TABLE: A8 EXISTING ROADWAY'S VOLUMES - AM & PM PEAK HOUR Project Name: Lemon City Studios - Restaurant 1 2 3 4 5 6 7 8 9 I 10 11 Roadway Location Source Date SF ACF Dir AM Peak Hour Seasonally Adjusted Peak Hour Volume From: To: Wednesday Thursday Average 1 NE 2 Avenue north of NE 73 Street RGA 9-Dec-20 10-Dec-20 1.03 1.00 NB 302 298 300 309 SB 414 425 420 432 Two -Way 661 703 682 702 2 NE 73 Street east of NE 2 Avenue RGA 9-Dec-20 10-Dec-20 1.03 1.00 EB 20 28 24 25 WB 15 37 26 27 Two -Way 28 62 45 46 1 2 3 4 I 5 6 7 8 9 10 11 Roadway Location Source Date SF ACF Dir PM Peak Hour Seasonally Adjusted Peak Hour Volume Wednesday Thursday Average 1 NE 2 Avenue north of NE 73 Street RGA 9-Dec-20 10-Dec-20 1.03 1.00 NB 662 602 632 651 SB 445 444 445 458 Two -Way 1,038 974 1,006 1,036 2 NE 73 Street east of NE 2 Avenue RGA 9-Dec-20 10-Dec-20 1.03 1.00 EB 20 22 21 22 WB 28 40 34 35 Two -Way 36 53 45 46 Notes: 1 Roadway Name 2 Location of Count 3 Source of Data: RGA=Richard Garcia 8, Associates. Inc. 4 Beginning of data count 5 Ending of data count 6 Seasonal Factor 7 Axle Correction Factor (Not data available; not FOOT roadways, Assumed 1.0 as a conservative approach) 8 Link Direction 9 Raw Data 10 Average of Count 11 Seasonally Adjusted AM Peak Hour Calculation=Average`SF`ACF © Richard Garcia and Associates, Inc. 2008 TABLE: A9 ROADWAY ANALYSIS - AM & PM PEAK HOUR 2020 EXISTING CONDITION & 2021 PROPOSED FUTURE CONDITIONS Project Name: Lemon City Studios - Restaurant 1 I 2 I 1 4 6 6 7 8 Roadway Analysis - AM Peak Hour 2020 Existing Condition Background Growth @ 0.5% for Project Build -Out of 2021 (1 Year Growth) 2021 Proposed Future without Project Project Net Trips 2021 Proposed Future with Project Roadway Location LOS / Volume Standard Two -Way Volume Available Capacity LOS Two -Way Volume Available Capacity LOS Two -Way Volume Available Capacity LOS NE 2 Avenue north of NE 73 Street LOS E+50 / 4,104 VPH County - 4LU 702 3,402 C 4 706 3,398 C 1 707 3,397 C 2 NE 73 Street east of NE 2 Avenue LOS E / 1,269 VPH Local - 2LU 46 1,223 C 0 47 1,222 C 2 49 1,220 C Roadway Analysis - PM Peak Hour 2020 Existing Condition Background Growth @ 0.5% for Project Build -Out of 2021 (1 Year Growth) 2021 Proposed Future without Project Project Net Trips P 2021 Proposed Future with Project Roadway Location LOS / Volume Standard Two -Way Volume Available Capacity LOS Two -Way Volume Available Capacity LOS Two -Way Volume Available Capacity LOS 1 NE 2 Avenue north of NE 73 Street LOS E+50 / 4,104 VPH County - 4LU 1,036 3,068 C 5 1,041 3,063 C 8 1,049 3,055 C 2 NE 73 Street east of NE 2 Avenue LOS E / 1,269 VPH Local - 2LU 46 1,223 C 0 46 1,223 C 9 55 1,214 C Notes: 1 Roadway Name 2 Location 3 Roadway / Volume Standard • 4 Existing Roadway Segment Two -Way Volume, Available Capacity & LOS" 5 Backgroung Traffic Growth C D E E+50 4LD Non -State Road: Class II 30MPH 1,310 2,920 3,040 4,560 Non State -10% -131 -292 -304 1,179 2,628 2,736 4,104 C D E 2LU Non -State Road: Class II 30MPH 660 1,330 1,410 Non State -10% -66 -133 -141 594 1,197 1,269 6 Proposed Future Condition w/o Project; Two -Way Volume, Available Capacity & LOS by Year 2021 7 Project Net Trips 8 Proposed Future Condition w/ Project; Two -Way Volume, Available Capacity & LOS by Year 2021 LOS 1 Volume Standard based on the generalized tables from the FOOT Quality / LOS Handbook, See Table A8 for existing roadway volumes, State of Florida Department of Transportation . Systems Implementation Once 605 Suwannee St. MS 19 Tallahassee, FL 32399 www fdot,goviplanning TABLE 4 Generalized Peak Hour Two -Way Volumes for Florida's Urbanized Areas' Lanes 4 6 8 Lanes 4 6 8 Lanes 7 Multi Multi Median Divided Undivided Undivided Undivided INTERRUPTED FLOW FACILITIES STATE SIGNALIZED ARTERIALS Class I (40 mph or higher posted speed limit) Median Undivided Divided Divided Divided B C D * 1,510 1,600 • 3,420 3,580 * 5,250 5,390 * 7,090 7,210 E ** ** ** ** Class II (35 mph or slower posted speed limit) Median B C D E Undivided * 660 1,330 1,410 Divided * 1,310 2,920 3,040 Divided * 2,090 4,500 4,590 Divided * 2,880 6,060 6,130 Non -State Signalized Roadway Adjustments (Alter corresponding state volumes by the indicated percent.) Non -State Signalized Roadways - 10% Median & Turn Lane Adjustments Exclusive Exclusive Left Lanes Right Lanes Yes No No No Yes No No No Yes One -Way Facility Adjustment Multiply the corresponding two -directional volumes in this table by 0.6 Adjustment Factors +5% -20% -Wu -25% + 5% January 2020 UNINTERRUPTED FLOW FACILITIES Lanes B 4 4,050 6 5,960 8 7,840 10 9,800 12 11,600 Lanes B 4 4,130 6 6,200 8 8,270 10 10,350 FREEWAYS Core Urbanized C 5,640 8,310 10,960 13,510 16,350 Urbanized C 5,640 8,450 11,270 14,110 D 6,800 10,220 3,620 17,040 20,930 7,070 10,510 13,960 17,310 Freeway Adjustments Auxiliary Lanes Ramp Present in Both Directions Metering ± 1.800 ± 5% 7,420 11,150 14,850 18,580 23,200 E 7,690 11,530 15,380 19,220 UNINTERRUPTED FLOW HIGHWAYS Lanes Median B C D E 2 Undivided 4 Divided 6 Divided 1,050 3,270 4,910 1,620 4,730 7.090 2,180 5,960 8,950 2,930 6,780 10,180 Uninterrupted Flow Highway Adjustments Lanes Median Exclusive lea lanes Adjustment factors 2 Divided Yes r5%a Multi Undivided Yes -5% Multi Undivided No -25% BICYCLE MODE2 (Multiply vehicle volumes shown below by number of directional roadway lanes to determine troy -wily maximum service volumes.) Paved Shoulder/Bicycle Lane Coverage 0-49% 50-84% 85-100% B C D * 260 680 190 600 1,770 830 1,700 >1,770 E 1,770 >1,770 ** PEDESTRIAN MODE2 (Multiply vehicle volumes shown below by number of directional roadway lanes to determine two-way maximum service volumes.) Sidewalk Coverage 0-49% 50-84% 85-100% B C * * 150 340 960 D E 250 850 780 1,420 1,560 >1,770 BUS MODE (Scheduled Fixed Route)' (Buses in peak hour in peak direction) Sidewalk Coverage 0-84% 85-100% B >5 >4 C >4 >3 D >3 "Values shown are presented as peak hour directional volumes for levels of service and arc for the automobilcAruck modes unless specifically stated. This table does not constitute a standard and should be used only for general planning applications. The computer models from which this table is derived should be used for more specific planning applications. The table and deriving computer models should not be used for corridor or intersection design. where more relined techniques exist. Calculations arc based on planning applications of the HCM and the Transit Capacity and Quality of sen•ice Nlanual. Level of service for the bicycle and pedestrian modes in this table is based on number of vehicles, not number of bicyclists or pedestrians using the facility. 3 Buses per hour shown are only for the peak hoar in die single direction of the high ertnfile flow. • Currant be achieved using table input value defaults. •• Not applicable for that level of service leiter grade. For the automobile mode, volumes greater than level of service D become F because intersection capacities have been reached. For the bicycle mode, the level of service letter grade (including F) is not achievable because there is no maximum vehicle volume threshold using table input value defaults. Source: Florida Department of Transportation Systems Implementation office bnps:llwww. fdm,govlptwming+systems/ QUALITY/LEVEL OF SERVICE HANDBOOK audio consulting . system design . reinforcement . recording LEMON CITY STUDIOS 261 NE 73rd St Miami, FL 33138 MARCH 24TH -25TH 2018 EVENT SOUND DISPERSION EVALUATION SUMMARY OF FINDINGS Based on the sound system specifications provided and the location and orientation of each of the 3 individual sound systems, we were able to calculate the estimated dispersion distances of each sound source. From these calculations we were able to determine that at the closest resedential location to the event, (location 1 on the map) the noise generated by the event would be nearly inaudible if listening outside and totally inaudible if insisde any standard structure (i.e. a house) Lead Engineer/Partner Aesir Sound, LLC Dana Salminen SOUND SYSTEM SPL MAP DESCRIPTION: Each of the three outdoor sound systems at the event are represented below. Each has a SPL map that shows estimated SPL levels at 5 distances from the sound source, represented by the 5 rings around each sound source. Ring 1: Estimated SPL of dBa (low frequencies) & Ring 2: Estimated SPL of _dBa (low frequencies) & Ring 3: Estimated SPL of _dBa (low frequencies) & Ring 4: Estimated SPL of _dBa (low frequencies) & Ring 5: Estimated SPL of _dBa (low frequencies) & SOUND SOURCE 1 *SPL level below acceptable threshold at 600'onaxis. 250' clearance to closest resedential CLOSEST RESIDENTIAL LOCATIONS FROM EVENT p 395'0FF AXIS FROM CLOSEST SOUND SOURCE 02 420'0FF AXIS FROM CLOSEST SOUND SOURCE 03 827'0FF AXIS FROM CLOSEST SOUND SOURCE ® 960'0N AXIS FROM CLOSEST SOUND SOURCE **this location is the only resedential area that has a sound system from the event facing in its direction but it is the smallest of the 3 sound systems and at almost 1000' away with numerous large structures in between, the noise generated by the event will be inaudible at this location _dBc (high frequencies) _dBc (high frequencies) _dBc (high frequencies) _dBc (high frequencies) _dBc (high frequencies) z pt NE / th• r. 1 _a NE r5ih SI „tAdolphe Take Out Kel-GIo Corporation estaurdnt '1st St NE 71 s t St ion SOUND SOURCE 2 *SPL level below acceptable threshold at 700'on axis. 160' clearance to closest resedential Ni.: 7'3l i' S: NE 73rd St Atlas Event Rental 18 NL 77ndst Mk MU 1101111 Ir O rg' ra(!i cTr SOUND SOURCE 3 *SPL level below acceptable threshold at 400'on axis. 475' clearance to closest resedential NC i1stst 9 NE /1stSt�,. • Mc ArlhurGOOgle Little River Studios r m V= NI 75th St NE 73rd St is J(: NE 76th Fr r � NE 72nd St 411 i NE 71s1fd An dr'th N Si I NE 73rd St NE 73`sti Moshi Moshi TIl 1. . 1 all ok NE 77nd St NE 72nd St Zenmotel MIMO NE71s1St n � • Phuc ' + II ic" FEC Real Estate Services Lemon City Studios LLC Attention: Kimberly Diamant 1040 Biscayne Blvd., Apt 4602 Miami, FL 33138 06/21/2018 Re: Lease Proposal for Florida East Coast Railroad (FECR) Right -of -Way Property Ms. Diamant: Outlined below is the proposal for Lemon City Studios LLC to lease a portion of the FECR Right -of -Way (ROW) property across from: APN 01-3207-012-0080 261 NE 73rd Street, Miami, FL 33138 The terms of the agreement would generally be as follows, and a lease application would be required to finalize the terms and enter into an agreement: Leased Premises: Term: An irregular shaped portion (25' x 505') of the FECR's West (North) Right -of -Way (ROW) beginning at Milepost 361+1,337'+/- ("1,000' east of the NE 2'd Avenue crossing) and extending west 505' +/-. The leased portion will be no closer than 25' from the nearest track centerline. Total approximate lease area is 12,625SF. One (1) Year initial contract with an automatic annual renewal at 1 year intervals unless terminated by either party with notice. Either party may terminate the lease for any reason with a 30 day notice. Annual Rental: $30,300.00 plus applicable taxes Purpose: Parking Application fee: $1,500.00, payable with lease application submission Deposit: TBD Permitting: The lessee is responsible for permitting & complying with applicable ordinances. Note: The Lease Agreement is subject to final approval by FEC ROW, LLC. If the terms are acceptable and you would like to proceed with a lease agreement, please complete the lease application and return it to me at your earliest convenience. Sincerely, Mike Corridor Business Developer 904-538-6254 Office/904-309-0093 Mobile Mike.Dannelly@FECRWY.com T: 904.538.6254 I www.fecrwy.com 7411 Fullerton Street I Suite 301 I Jacksonville, FL32256 Lease Space MP361+1337'+/- 25'x505' NE 73rd Street 2018 Europa iechnologe.: 12018 Google 40 N.W. Third Street Miami, FI 33128 Phone (305) 373-6789 Fax (305) 371-9451 www.miamiparking.com Date: 12/28/2021 City of Miami Department of Planning and Zoning 444 SW 2nd Avenue Miami, Florida 33128 Re: Parking Spaces at 261 Ne 73 St Miami, FL. This letter is being submitted as proof that Kimberly Ann Diamant has contacted the Miami Parking Authority in order to verify the number of parking spaces available for use by customers of this prospective business to be located at 261 Ne 73 St Miami, FL. According to the site plans provided by the customer, we have confirmed that there will be 5 spaces on Ne 73rd St, if the spaces are developed, that will be readily available once construction is completed. Should any other information be required of this office regarding this application, please do not hesitate to contact me directly at 305-373-6789. Respectfully, Humberto Escandon Senior Manager of Operations S/«TC f BCDU S(_9 City of Miami Department of Resilience and Public Works BASE BUILDING LINE ONLY MAS 9N w 4 I pg 1 ieW % �V1I ��-W�'{ A-."5'N1_ 1 V"�' "� WnH'Mon %3Cr- W m Fd N GRAPHIC SCALE 1 (ixMrzE�)n. IC MN SPUR WC11P.X.46PG. PeC.R, N 0026'0+ —" t,:ira1 LOCATION SKETCH NOT To SCALE A PORTION OF SW I/l TA SECTION Z, TOWNSHIP 53 SOUTH.g."A I2 EAST CITY 0 MIAMI, MIAMI-DADE COUNTY. FLORIDA IIY—'=C2a2 LOT 13, INDUSTRIAL SITES INC, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 46, PAGE 42, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. .h. ,Cre,'c'T a99: 7 Nif 1. THE LEGAL DESCRIPTION USED IN THE PREPARATION OF THIS SURVEY WERE FURNISHED BY THE CLIENT. P. THERE MN RE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, EXAMINATION OF ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY AFFECTING THIS PROPERTY, . THIS "SKETCH DF BOUNDARY SURVEY" WAS PREPARED IN ACCORDANCE WITH CURRENT STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT TO RULE 5J-, OF THE FLORIDA ADMINISTRATIVE CODE AND ITS IMPLEMENTING LAW, CHAPTER 472.027 OF THE FLORIDA STATUTES. 4. THE ACCURACY OBTAINED FOR ALL HORIZONTAL CONTROL MEASUREMENTS AND OFFICE CALCULATIONS OF CLOSED GEOMETRIC FIGURES, MEETS DR EXCEEDS THE CURRENT STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS AS CONTAINED IN CHAPTER 5J-17.051(310R 15.b.11 OF 1 FOOT IN 10,000 FEET FOR COMMERCIAL AREAS. ELEVATIONS SHOWN HEREON ARE RELATIVE TO NATIONAL GEODETIC VE TICAL DATUM 1929 (N.G.V.D.29) AND ARE BASED ON A BENCHMARK SUPPLIED Y THE ENGINEERING DEPARTMENT OF MIAMI-DADE COUNTY, FLORIDA. BENCHMARK: N-647 (US C & G BRASS DISC SET VERTICALLY IN THE WEST GROUND E ELDG, 0.5' SOUTH OF NW CORNER OF BLDG. 2' ABOVE GROUND LEVEL.) NE 48 Si — - O0 SOUTH SIDE NE 4 Ci — - 150' WEST OF 37 E(EAST RAIL OF MAIN TRACK ELEVATION: 11.76 (In19 Feet) 31t) LOCATOR: 3102 SE. BENCHMARK: 0-2-R 1950 (US C & G BRASS DISC ON CURB). NE 3 CT --- ON THE EAST CURB ADDRESS 8351 --- 5' NW OF SW CORNER OF THE BLDG. ELEVATION: 7.66 (In Feet) LOCATOR: 3101 SE. FOR NM INFORMATION SEE SKETCH OF SURVEY. (LEGENU� A -ARC LENGTH OISTANCE 5. THE RECORD DESCRIPTION OF THE SUBJECT PROPERTY FORMS A A/c IXG PAD MATHEMATICALLY CLOSED FIGURE. BM -RUING Of BEA 6. UNLESS OTHERWISE NOTED, THIS SURVEY HAS NOT ATTEMPTED TO LOCATE (ae. -BASIS Gs ANY FOOTING AND/OR UNDERGROUND UTILITIES ON AND/OR ADJACENT TO THE PROPERTY. a -MN LINK 7. THE SURVEY MAP IS INTENDED TO BE DISPLAYED AT THE STATED GRAPHIC -CONCRETE r , SCALES IN US SURVEY FOOT OF MEASUREMENT AS DEPICTED ON THE SURVEY K. -CONCRETE SWIM( MAP ATTENTION IS DIRECTED TO THE FACT THAT SAID SURVEY MAP MAY BE EL -MAME IN SCALE BY REPRODUCTION AND MUST BE CONSIDERED WHEN Ver. - OBTAINING SCALED DATA, 6. BUILDING DIMENSIONS AND BUILDING SETBACKS SHOWN HEREON AS BEING ROUNDED TO THE NEAREST ONE -TENTH (0.1') OF A FOOT. 9. THE LEGAL OWNERSHIP OF THE FENCES AND/OR WALLS (IF ANY) WAS 1107 DETERMINED, AND THE LOCATIONS SHOWN HEREON ARE BASED, ON THE RECOVERED BOUNDARY MONUMENT... 10. BASIS OF BEARING: BEARINGS SHOWN HEREON ARE RELATIVE TO THE STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE (901), NORTH AMERICAN DATUM (N,A,D,) OF 1983, ADJUSTMENT OF 2011 (N.A,D, 83/2011) EPOCH 2010.0000r WITH A BEARING OF S 02'25'36" E, BEING ESTABLISHED FOR THE CENTERLINE OF NE 3rd COURT. 11. THIS SKETCH OF BOUNDARY SURVEY IS BASED ON: - THE MUNICIPAL ATLAS OF CITY OF MIAMI SHEET 9N; - INDUSTRIAL SITES, INC, P. ROOK 46 PAGE 42; - TRACT A INDUSTRIAL SRES, INC, PLAT BOOK 61 PAGE 26; - HAITIAN EMMANUEL BAPTIST CHURCH, PLAT BOOK 169, PAGE 18; ALL ABOVE MENTIONED DOCUMENTS RECORDED ON THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. 12. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. 1B. THE FINISH FLOOR ELEVATIONS WERE TAKEN AT THE EXISTING DOORS FROM THE OUTSIDE OF THE BUILDING, AS SHOWN DN SURVEY. 14. THE SUBJECT PROPERTY CONTAINS 17,001.5 SQUARE FEET DR 0.390 ACRES MORE DR LESS. =L Erse,: Gs = RE,S4A Ter,.\ rev LtoE P EXOL(n70 lens -MONUMENT UNE ME OHW -MARGO WIRES LINE P.B. -PLAT BOOK PG. -PAGE PP:CO.0 LT: CUM PI -POINT Of TWINY OR TERMIIHAINH PLT. -PLANTER R -RADIUS 91 GLOxDELTA) er rax ANGLE (SYINBOL -WPM VALVE I;y -HAE MN. IFS) -STORM DRAINAGE MANHOLE 42-CAN ERIE -EMAIL MUER (en wall) =##>w -WDOO LIGHT -POWER POLE 13—=, -CONCRETE 1.16111-POWIR PRE THE SUBJECT PROPER, LIES WITHIN A FLOOD HAZARD HAVING A FL000 I HEREBY CERTIFY THAT THIS 'SKETCH OF BOUNDARY SURVEY- WAS PREPARED DESIGNATION OF 0, WITH A RASE FLOOD ELEVATION: N.A., PURSUANT TO THE UNDER MY DIRECT SUPERVISION AND THAT IT IS TRUE AND CORRECT TO THE FLOOD INSURANCE RATE MAPS PUBMSHED BY THE UNITED STATES FEDERAL BEST OF MY KNOWLEDGE AND BELIEF. EMERGENCY MANAGEMENT AGENCY UNDER COMMUNITY No: 120650 (CITY OF MINN AND PANEL NUMBER: 0304, SUFFIX: L AS LAST REVISED IN SEPTEMBER 11, 2009. Digitally signed by Francisco L Nunez, Date: 2020.12.23 15:11:02 -05'00' NOTICE PZ-20-7121 desiGroup SURVEYORS MAPPERS I LANN PLANNERS P: 305 551-8511 786 877-7178 a: N4028,SW 33(89-59)7 e1 bmObm9Bneyors.00m License Bushes No:838B RECORD REVISION Dote DescriptionF.B./PG, JOB No Pro] ct Nome. LEMON CITY STUDIOS ype of Project: BOUNDARY SURVEY with ELEVATIONS Project Address, 261 NE 73rd STREET, MIAMI, FL 33138 ally N9(s).: 01 3207 012-0080 ale Ace s own Feld Date: December 05-00/2020 Drawn By: BM Drawn Date: 0 amber 10/2020 FIU/BMB-BA1/WA KIMBERLY ANN DIAMANT THE KD FAMILY TRUST d by: I)SSY EO VAUD ON,2)WXXM SDI ffOI. NOR RULE 01-17.06.2. FN. Project No,: Sheet: 20-0339 1 of 3:50 \ .11 5G+ • -33 SIGN IN / REGISTER Payment Successful Confirmation #159549770 An email confirmation has been sent to erman©miamili.com Print Your Confirmation Back to Partner Site PAYMENT Friday, July TOTAL DATE 19, 2024 $295.00 Transaction Balance Due $295.00 ID 1098839 444 5th floor Miami FL 33175 1 paydici.com EXHIBIT A Address: 261 NE 73 Street Folio No. 01-3207-012-0080 Legal Description Lot 13 of INDUSTRIAL SITES, INC., according to the Plat thereof as recorded in Plat Book 46, at Page 42 of the Public Records of Miami - Dade County, Florida. DocuSign Envelope ID: A74A2737-1964-4E75-973D-B22E4DE51830 5F6C4039-F03E-4EFF-AE8D-FB257A926E04 - 2024/05/22 07:38:26 -8:00 ACKNOWLEDGEMENT BY APPLICANT 1. The Department of Resilience and Public Works, Transportation, Coordinated Review Committee and other City and County agencies review zoning public hearing requests and provide input, which may affect the scheduling and outcome of my hearing. These reviews may require additional hearings before other City and County boards, which may result in the modification of plans, studies and/or the proffering of agreements to be recorded. The submission and acceptance of a request for public hearing means that the application is ready to be scheduled for public hearing. I am also aware that I must comply promptly with any City or County conditions and notify the Hearing Boards (Hearing Boards) in writing if my public hearing application will be withdrawn. 2. Filing fees may not be the total cost of a hearing. Some requests require notices to be mailed to property owners up to a mile from the subject property and I am responsible for paying the additional radius mailing costs. In addition to mailing costs, I am responsible for additional fees related to application changes, plan revisions, deferrals, re -advertising, etc. that may be incurred. I understand that fees must be paid promptly. The only fees that will be refunded after the submission and acceptance of an application for public hearing has occurred will be the surcharge fees related to appeals, as expressly listed in Chapter 62 of the City Code (Code). 3. Requests for public hearing will be scheduled by the Hearing Boards in accordance with the scheduling timeline set forth in the Code and the Zoning Ordinance of the City of Miami (Miami 21), as applicable. I must submit any requests to reschedule, continue or defer my hearing date to the attention of the decision -making body for its consideration and vote at the public hearing on which my application is scheduled to be heard. I understand that any requests by the applicant to reschedule, continue or defer the hearing date that are granted shall incur a $1,000.00 fee, as per the Code. 4. Applicable Florida Building Code requirements, or other applicable requirements, may affect my ability to obtain a building permit even if my zoning application is approved; and a building permit will probably be required. I am responsible for obtaining any required permits and inspections for all structures and additions proposed, or built, without permits. In addition, a Certificate of Use (C.U.) must be obtained for the use of the property after it has been approved at a zoning public hearing. Failure to obtain the required permits and/or C.U., Certificates of Completion (C.C.), or Certificate of Occupancy (C.O.) will result in an enforcement action against any occupant and owner. Submittal of the zoning public hearing request may not forestall enforcement action against the property. 5. If my request is denied, deferred, or otherwise not approved, I understand that I will not be reimbursed for any fees paid. 6. Any requests by the applicant to reschedule, continue or defer the hearing date that are granted shall incur a $1,000.00 fee, as per the Code. 7. Any covenant to be voluntarily proffered must be submitted in word format to the Planning Department and to the Office of the City Attorney through ePlan for review and comments from the Planning Department, Office of the City Attorney, and any other City departments as deemed necessary. The covenant will be reviewed in ePlan and the applicant will be notified of any necessary changes, corrections or comments through ePlan. Once the covenant receives a recommendation of approval from the Planning department and as to legal form, Hearing Boards staff will extract the approved covenant directly from ePlan to include as part of the agenda. The applicant is responsible to submit to the Hearing Boards the signed covenant with a current Opinion of Title no later than two (2) weeks prior to the initial public hearing. I understand that any requests by the applicant to reschedule, continue or defer the hearing date that are granted shall incur a $1,000.00 fee, per instance, as per the Code. Acknowledgment by Applicant Updated 08.13.2020 Page 1 of 4 DocVerify ID: 5F6C4039-F03E-4EFF-AE8D-FB257A926E04 www.docverify.com Page 1 of 4 1FB257A926E04 ,III 11I III DocuSign Envelope ID: A74A2737-1964-4E75-973D-B22E4DE51830 2024/05/22 07:38:26 -8:00 5F6C4039-F03E-4EFF-AE8D-FB257A926E04 8. Any and all documents submitted must be accompanied by a cover letter indicating the subject matter, application number and hearing date. Kimberly Diamant —DocuSigned by: <11Ald PiOVA4A.LU • iJ9-EDF2&9F5-S49A... Applicant(s) Name Printed Applicant(s) Signature and Date officer of Lemon City Studios, LLC STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me by means of 0 physical presence or 0 online notarization, this , 20 by N/A (name of person acknowledging), who is personally known to me or who has produced as identification. [Notary Seal] Notary Public Name typed, printed or stamped My Commission Expires: STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me by means of 0 physical presence or 0 online notarization, this , 20 by N/A (name of officer or agent, title of officer or agent), of (name of corporation acknowledging), a State of Florida corporation, on behalf of the corporation. He/she is personally known to me or has produced as identification. [Notary Seal] Notary Public Acknowledgment by Applicant Updated 08.13.2020 Page 2 of 4 Name typed, printed or stamped My Commission Expires: IDocVerify ID: 5F6C4039-F03E-4EFF-AE8D-FB257A926E04 www.docverify.com Page 2 of 4 2FB257A926E04 111113161211111 DocuSign Envelope ID: A74A2737-1964-4E75-973D-B22E4DE51830 5F6C4039-F03E-4EFF-AE8D-FB257A926E04 - 2024/05/22 07:38:26 -8:00 STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me by means of 0 physical presence or Conline 5/22/2024 KimberlyDiamant notarization, this 2024 by (name of member, manager, officer or agent, title of member, manager, officer or agent), of Lemon City Studios, LLC (name of company acknowle Florida limited liability company, on behalf of the company, who is ersonally known to me r produced as identification. Betty Llerena zoao,�aoo [Notary Seal] Commission # HH 221018 Notary Public Notary Public - State of Florida 1 $ett Llerena My Commission Expires Mar 05, 2026Notary y �� a��ooP r a,A Name typed, printed or stamped My Commission Expires: March 5, 2026 STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me by means of 0 physical presence or 0 online notarization, this , 20 by N/A (name of acknowledging partner or agent), partner (or agent) on behalf of (name of partnership), a partnership. He/she is personally known to me or has produced as identification. [Notary Seal] Notary Public Acknowledgment by Applicant Updated 08.13.2020 Page 3 of 4 Name typed, printed or stamped My Commission Expires: IDocVerify ID: 5F6C4039-F03E-4EFF-AE8D-FB257A926E04 www.docverify.com Page3of4 3FB257A926E04 III III 11 1 I DocuSign Envelope ID: A74A2737-1964-4E75-973D-B22E4DE51830 —DocuSigned by: 5F6C4039-F03E-4EFF-AE8D-FB257A926E04 - 2024/05/22 07:38:26 -8:00 CE8211€970C4A2... Ben Fernandez STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me by means of ❑ physical presence or ® online 5/16/2024 notarization, this , 2024 by Ben Fernandez (name of attorney in fact) as attorney in fact, who i ersonally known to m r who has produced as identification on behalf of Lemon City Studios, LLC (name of principal). [Notary Seal] A A w a A w a A w a A w a A w a A w Betty Llerena Commission # HH 221018 Notary Public - State of Florida My Commission Expires Mar 05, 2026 Lidoc*Adioilid l Notary Public Betty Llerena Name typed, printed or stamped My Commission Expires: March 5, 2026 STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me by means of ❑ physical presence or ❑ online notarization, this , 20 by NSA (name and title of position), who is personally known to me or who has produced as identification. [Notary Seal] Notary Public Acknowledgment by Applicant Updated 08.13.2020 Page 4 of 4 Name typed, printed or stamped My Commission Expires: IDocVerify ID: 5F6C4039-F03E-4EFF-AE8D-FB257A926E04 www.docverify.com Page4of4 4FB257A926E04 minors. I DocuSign Envelope ID: 4E0AB2FC-7263-40A6-89F3-E26D41 A345B5 Note: Annual Registration Expires on 12/31/2024 CITY OF MIAMI 0 LOBBYIST REGISTRATION FORM Instructions: Please complete all sections of this form and submit the completed form, with the applicable fee(s), to the Office of the City Clerk. If you need more space to complete a section, use a separate sheet(s) of paper. If you have nothing to report in a particular section, you must type or print "None" or "N/A" in that section. IF ANY SECTION IS LEFT BLANK, THE FORM WILL NOT BE ACCEPTED. Important: It is the responsibility of the lobbyist to ensure that ALL active lobbyist registration forms, including active lobbyist registration forms submitted in previous years, remain up to date. (1) Lobbyist Name: Fernandez, Ben (Last Name, First Name, Middle Initial) Email: BFernandez@BRZoningLaw.com Business Phone: 305-374-5300 Business Address (include Zip Code): Miami, FL 33131 (2) Principal Represented: Lemon City Studios, LLC (Name of corporation, partnership, trust, etc., you are representing) Business Address (include Zip Code): 261 NE 73 Street Miami, FL 33131 (3) 200 South Biscayne Boulevard, Suite 300 Are you the Principal of the corporation, partnership, trust, etc.? YES ri NO 0 (vou must check Y S or NO) NOTE: Principal means the person, firm, corporation, or other entity that performs lobbying activity on behalf of itself or that has designated, employed, or retained a lobbyist to lobby on its behalf. The term "principal" also includes the person, firm, corporation, or other entity receiving the benefit of the lobbying effort and on whose behalf the lobbyist is lobbying, even if the lobbyist is retained, engaged, or employed by a third -party for such purposes. IF YOU PROVIDED INFORMATION IN SECTION 2 ABOVE, PLEASE REVIEW THIS SECTION CAREFULLY. If a lobbyist represents a corporation, partnership or trust, the lobbyist must disclose the name and business address of the chief officer, partner or beneficiary of the corporation, partnership or trust, and the names and addresses of all persons holding, directly or indirectly, at least five percent (5%) ownership interest in said corporation, partnership or trust. Attach separate sheet if needed. If this section is not applicable you must type or print "None" or "N/A". Kimberly Diamant 25%, Katia Garoche 25%, Zoya Garoche 25%, Enzo Garoche 25%. (4) Specific issue associated with lobbying. Describe with as much detail as is practical. Attach a separate sheet if needed. If you are using this form for your Annual Registration, please write "Annual Registration" and the year that you are registering for (ex: Annual Registration 2024). Exception application for the property located at 261 NE 73 Street Miami, FL 33131. Page 1 of 2 Office of the City Clerk, 3500 Pan American Drive, Miami, FL 33133 / Phone: (305) 250-5361 / Email: clerks@miamigov.com CM-LRF (Rev. 12/2023) IDocVerify ID: BOF903F6-844F-4E7F-86E3-DF10CF845A93 vw,v iocverii com Page 1 of 2 1 DF10CF845A93 1111 ISMS11111 1 DocuSign Envelope ID: 4E0AB2FC-7263-40A6-89F3-E26D41A345B5 (5) Lobbyists shall be required to state the existence of any direct or indirect business association, partnership, or financial relationship with the Mayor, any member of the City Commission, any member of a City board, the City Manager or a member of the City staff before whom he/she lobbies or intends to lobby. Attach separate sheet if needed. If this section is not applicable you must type or print "None" or "N/A". None. Lobbyists, as defined in City Code Section 2-653, shall pay an annual registration fee of $525.00, plus $105.00 for each principal represented for each issue lobbied on behalf of any one principal. Each issue associated with lobbying shall be described with as much detail as is practical. The City Clerk, or the City Clerk's designee, shall reject any registration statement that does not provide a clear description of the specific issue on which such lobbyist has been retained to lobby or if any section of this form is left blank. Regardless of the date of the annual registration, all lobbyists' annual registrations shall expire December 31 of each calendar year and shall be renewed on a calendar year basis. Each lobbyist shall, within sixty (60) days after registering as a lobbyist, submit to the Office of the City Clerk a certificate of completion of an ethics course offered by the Miami -Dade County Commission on Ethics & Public Trust ("Ethics Commission"). Lobbyists who have completed the initial ethics course mandated by the preceding sentence and have continuously registered as a lobbyist thereafter shall be required to complete a refresher ethics course offered by the Ethics Commission every two (2) years. Each lobbyist who has completed a refresher ethics course shall submit a certificate of completion within sixty (60) days after registering as a lobbyist. Lobbyists shall file amendments to their registration forms within fifteen (15) days of any change of information required to be set forth on their registration forms. (Miami -Dade County Code Section 2-11.1(s)(3)(h)) Each lobbyist shall file a form with the City Clerk within thirty (30) days after ceasing all lobbying activities with a principal. (Miami -Dade County Code Section 2-11.1(s)(3)(i)) I do solemnly swear that all of the foregoing facts are true and correct, and I have read or am familiar with the provisions contained in Chapter 2, Article VI, Sections 2-651 through 2-658 of the Miami City Code, as amended, and Miami -Dade County Code Section 2-11.1(s). r--Docus'9ned by: STATE OF Florida COUNTY OF Miami -Dade Sworn to (or affirmed) and subscribed before me by means of 8cE8214C070C1A2... Signature of Lobbyist physical presence or online notarizatiCin; this _ day of May 9 1 24 , by Ben Fernandez Personally Known• (Year) OR Produced Identification:1 (Name of person making statement) Betty Llerena Type of Identification Produced: Name of Notary Typed, Printed or Stamped (NOTARY SEAL) FOR OFFICE USE ONLY: Check # Receipt # CM-LRF (Rev. 12/2023) Page 2 of 2 DocVerify ID: BOF9O3F6-344F-4E7F-86E3-DFIOCF845A93 Page 2 of 2 2DF1 0CF845A93 DocuSign Envelope ID: A74A2737-1964-4E75-973D-B22E4DE51830 AFFIDAVIT OF AUTHORITY TO ACT C497710C-64DC-4ECE-B9EB-4527894393D0 -2024/05/22 07:38:26-8:00 Before me this day, the undersigned personally appeared Kimberly Diamant who being by me first deposes and says: 1. That he/she is the owner or the legal representative of the owner, submitting the public hearing application as required by the Code of the City of Miami, Florida, affecting the real property located in the City of Miami, as listed on the foregoing pages. 2. That all owners who he/she represents, if any, have given his/her full and complete permission for him/her to act in his/her behalf for the change or modification of a classification or regulation of zoning as set out in the foregoing petition, 8 including or 0 not including responses to day-to-day City staff inquires. 3. That the foregoing and following pages are part of this affidavit and contain the current names, mailing addresses, telephone numbers and legal descriptions of the real property of which he/she is the owner or legal representative. 4. That the facts, as represented in the application and documents submitted in conjunction with this affidavit, are true and correct. 5. That a refund, if any, by the City is to be issued to the following person at the address indicated: KURK Miami, LLC, 4701 N. Meridian Avenue, #224, Miami Beach, FL 33140 Further Affiant sayeth not. Kimberly Diamant Applicant(s) Name Printed �- DocuSigned by: 1 edAl�F YLN �IGl.A GIAA \—g1F112F2RQF5549A Applicant(s) Signature STATE OF FLORIDA -- COUNTY OF MIAMI-DADE 5/22/2024 The foregoing was acknowledged before me this day of 20 24 , by Kimberly Diamant who is a(n) individual/partner/agent/corporation of Lemon Citu Studios, LLC a(n) individual/partnership/corporation. He/She is El personally known to me or 0 who has produced as identification and who 0 did •'• • • as oath. Betty Llerena (Stamp) Commission # HH 221018 Notary Public - State of Florida kly Commission Expires Mar 05, 2026 IDocVerify ID: C497710C-64DC-4ECE-B9EB-4527894393D0 www.docverify.com Page 1 of 1 14527894393D0 ,III VI,I II I DocuSign Envelope ID: A74A2737-1964-4E75-973D-B22E4DE51830 244D4894-4669-47ED-9861-58CA95E8B165 - 2024/05/22 07:38:26 -8:00 CITY OFMIAMI DISCLOSURE OF CONSIDERATION PROVIDED OR COMMITTED FOR AGREEMENT TO SUPPORT OR WITHHOLD OBJECTION The City of Miami requires any person or entity requesting approval relief or other action from the City Commission or any of its boards, authorities, agencies, councils or committees, to disclose at the commencement (or continuance) of the hearing(s) on the issue, any consideration provided or committed, directly or on its behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action. "Consideration" includes any gift, payment, contribution, donation, fee, commission, promise or grant of any money, property, service, credit or financial assistance of any kind or value, whether direct or implied, or any promise or agreement to provide any of the foregoing in the future. Individuals retained or employed by a principal as a lobbyist as defined in Sec. 2- 653, and appearing before the City Commission or any of its boards, authorities, agencies, councils or committees solely in the capacity of a lobbyist and not as the applicant, or owners' legal representative are not required to fill out this form. Name: First Name: Kimberly Middle Name: Last Name: Diamant Home Address: Home Address Line 1: 261 NE 73 Street Home Address Line 2: City: Miami State: Florida Zip: 33131 Contact Information: Home Phone Number: Cell Phone Number: 917-288-0676 Fax Number: Email: kimberlydiamant@gmail.com BUSSINESS or APPLICANT or ENTITY NAME Address Line 1: Lemon City Studios, LLC Address Line 2: 261 NE 73 Street, Miami, FL 33131 Doc. No.:86543 Page 1 of 3 IDocVerify ID: 244D4894-4669-47E D-9861 -58CA95E8B165 www.docverify.com Page 1 of 3 158CA95E8B165 ,III M1I III DocuSign Envelope ID: A74A2737-1964-4E75-973D-B22E4DE51830 244D4894-4669-47ED-9861-58CA95E8B165 - 2024/05/22 07:38:26 -8:00 CITY OFMIAMI DISCLOSURE OF CONSIDERATION PROVIDED OR COMMITTED FOR AGREEMENT TO SUPPORT OR WITHHOLD OBJECTION Please describe the issue for which you are seeking approval, relief or other action from the City Commission, board, authority, agency, council, or committee. Exception application for the property located at 261 NE 73 Street, Miami, FL 33131. Has any consideration been provided or committed, directly or on your behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action? No. If your answer to Question 2 is No, do not answer questions 3, 4 & 5 proceed to read and execute the Acknowledgment. If your answer to Question 2 is Yes, please answer questions 3, 4 & 5 and read and execute the Acknowledgement. 1. Please provide the name, address and phone number of the person(s) or entities to whom consideration has been provided or committed. • Name of Person/Entity: N/A • Phone Number of Person/Entity: • Address of Person/Entity: 2. Please describe the nature of the consideration N/A 3. Describe what is being requested in exchange for the consideration. N/A Doc. No.:86543 Page 2 of 3 IDocVerify ID: 244D4894-4669-47E D-9861 -58CA95E8B165 www.docverify.com Page2of3 258CA95E8B165 minimum III 1 DocuSign Envelope ID: A74A2737-1964-4E75-973D-B22E4DE51830 CITY OFMIAMI DISCLOSURE OF CONSIDERATION PROVIDED OR COMMITTED FOR AGREEMENT TO SUPPORT OR WITHHOLD OBJECTION ACKNOWLEDGEMENT OF COMPLIANCE I hereby acknowledge that it is unlawful to employ any device, scheme or artifice to circumvent the disclosure requirements of Ordinance 12918 and such circumvention shall be deemed a violation of the Ordinance; and that in addition to the criminal or civil penalties that may be imposed under the City Code, upon determination by the City Commission that the foregoing disclosure requirement was not fully and timely satisfied the following may occur: 1. the application or order, as applicable, shall be deemed void without further force or effect; and 2. no application from any person or entity for the same issue shall be reviewed or considered by the applicable board(s) until expiration of a period of one year after the nullification of the application or order. PERSON SUBMITTING DISCLOSURE: Print Name Kimberly Diamant �Docusigned by: 64441 1 ViCUAU,lnf Signature 5/22/2024 Sworn to and subscribed before me this day of , 200 2024 The foregoing instrument was acknowledged before me by Kimberly Diam.ant who has produced did id nottake an oath. STATE OF FLORIDA CITY OF MIAMI MY COMMISSION EXPIRES: March 5, 2026 244D4894-4669-47ED-9861-58CA95E8B165 -2024/05/22 07:38:26-8:00 as identification and/or i ersonally known to me nd who OG Betty Llerena Commission # HH 221018 Notary Public - State of Florida My Commission Expires Mar 05, 2026 Doc. No.:86543 Page 3 of 3 IDocVerify ID: 244D4894-4669-47ED-9861-58CA95E8B165 www.docverify.com Page3of3 358CA95E8B165 III LII 11 1 I DocuSign Envelope ID: A74A2737-1964-4E75-973D-B22E4DE51830 DISCLOSURE OF OWNERSHIP 9769C9FF-9FF1-4864-84D8-1385D3393E12 -2024/05/22 07:38:26-8:00 List the owner(s) of the subject property and percentage of ownership. Note: The Miami City Code requires all parties making any presentation, formal request or petition to the City Commission or any City board with respect to any real property to make full disclosure, in writing, of all parties having a financial interest, either direct or indirect, in the subject matter of said presentation, formal request or petition. Such disclosure shall include, but not be limited to, disclosure of all natural persons having an ownership interest, direct or indirect, in the subject real property. Accordingly, disclosure of shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their address(es) and proportionate interest are required. Please supply additional lists, if necessary. Owner's Name(s) The KD Family Trust (as Landlord) Percentage of Ownership Kimberly Diamant (100%) Subject Property Address(es) 261 NE 73 Street, Miami, FL 33131 List all street address(es) and legal description(s) of any property located within 500 feet of the subject property owned by any and all parties listed in question #1 above. Please supply additional lists, if necessary. Street Address(es): N/A Legal Description(s): Lot 13 of INDUSTRIAL SITES, INC., according to the Plat there of as recorded in Plat Book 46, at Page 4 of the Public Records of Miami -Dade County, Florida. Kimberly Diamant ,—DocuSigned by: 4totit,vbi Vt L-9-1- 9 r269F5549A... Owner(s) or Attorney Name Owner(s) or Attorney Signature STATE OF FLORIDA -- COUNTY OF MIAMI-DADE The foregoing was acknowledged before me this day of 5/22/2024 20 24 , by Kimberly Diamant who is a(n) individual/partner/agent/corporation of The KD Family Trust a(n) individual/partnership/corporation. He/She is M personally known to me or 0 who has Signature as identification and who J 0 did III did not take 4 Betty Llerena 4 Commission # HH 221018 4 Notary Public - State of Florida My Commission Expires Mar 05, 2026 produced an oath. - . v - DocVerify ID: 9769C9FF-9FF1-4864-84D8-1385D3393E12 www.docverify.com Page 1 of 1 11385D3393E12 nomunstill DocuSign Envelope ID: 680D2DFD-BAED-44FE-A28F-DA7EB078E805 DISCLOSURE OF OWNERSHIP 39E19FB0-606B-4F2A-B875-4BF5C07A23E7 - 2024/05/29 07:45:14 -8:00 List the owner(s) of the subject property and percentage of ownership. Note: The Miami City Code requires all parties making any presentation, formal request or petition to the City Commission or any City board with respect to any real property to make full disclosure, in writing, of all parties having a financial interest, either direct or indirect, in the subject matter of said presentation, formal request or petition. Such disclosure shall include, but not be limited to, disclosure of all natural persons having an ownership interest, direct or indirect, in the subject real property. Accordingly, disclosure of shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their address(es) and proportionate interest are required. Please supply additional lists, if necessary. Owner's Name(s) Kurk Miami, LLC (as Tenant) Percentage of Ownership Filiz Abalioglu (100%) Subject Property Address(es) 261 NE 73 Street, Miami, FL 33131 List all street address(es) and legal description(s) of any property located within 500 feet of the subject property owned by any and all parties listed in question #1 above. Please supply additional lists, if necessary. Street Address(es): N/A Legal Description(s): Lot 13 of INDUSTRIAL SITES, INC., according to the Plat there of as recorded in Plat Book 46, at Page 4 of the Public Records of Miami -Dade County, Florida. Filiz Abalioglu Owner(s) or Attorney Name rDocuSigned by: 97449667CC524GF... Owner(s) or Attorney Signature STATE OF FLORIDA -- COUNTY OF MIAMI-DADE 5/29/2024 The foregoing was acknowledged before me this day of May 20 24 , by Filiz Abalioglu who is a(n) individual/partner/agent/corporation of Kurk Miami, LLC a(n) individual/ •artnership/cor.oration. He/She is M personally known to me or 0 who has produced as identification and who 0 did ® did not take an oath. 1 Betty Llerena Commission # HH 221018 Notary Public - State of Florida My Commission Expires Mar 05, 2026 Signature ryII .. •.....,.........r-v, DocVerify ID: 39E19FB0-606B-4F2A-B875-4BF5C07A23E7 www.docverify.com Page 1 of 1 14BF5C07A23E7 1111 Hill 111 DocuSign Envelope ID: A74A2737-1964-4E75-973D-B22E4DE51830 0 0 00 N of 0 N N O 0 a 0 0 LL 0 4 Y Betty Llerena Commission # HH 221018 Notary Public - State of Florida My Commission Expires Mar 05, 2026 DISCLOSURE AFFIDAVIT OF NO MONIES DUE TO THE CITY I`t L1 V4 Atiami 03-05-2021 In accordance with Section 2-208 of the Code of the City of Miami, Florida, as amended, ("City Code") titled, "New permits prohibited, non- homestead properties", permits shall not be issued for a non -homestead property with any outstanding code enforcement violations, building violations, or any relevant city lien or invoice due and owing to the City. Permits required to cure life safety issues, permits which are required to bring outstanding violations into compliance, or permits for any properties owned by a governmental entity are exempted from this prohibition. Each owner for each address listed as a party to the application needs to sign and submit this disclosure/affidavit. If an omission is the result of City of Miami oversight, then the City will notify the applicant and provide time for the applicant to resolve the issue within ninety (90) days. The project can be terminated by the City of Miami after the 90t" day. Note: If you are a lessee on City of Miami -owned property, you must contact the Department of Real Estate and Asset Management to have this form completed by an authorized person. Name (title and name of entity as well, if applicable): Kimberly Diamant, The KD Family Trust Address/ City / State / Zip: 261 NE 73 Street, Miami, FL 33131 Phone No: 917-288-0676 Email: KimberlyDiamant@Gmail.com 1, Kimberly Diamant (please check one of the following): [ ] homestead properties. , hereby certify that all the addresses listed on this application are [x] non -homestead properties, and that there are no open code enforcement violations, building violations, City liens, or invoices due and owing to the City on any of the addresses listed on this application. I certify that any City of Miami covenants on the properties are in full compliance and no associated monies due to the City. I certify there are no past due rent payments or associated interest due to the City for any of the addresses listed on this application. [ ] non -homestead properties that have open code enforcement violations, building violations, City liens, and/or invoices due and owing to the City. Please explain (required): I understand this application shall be terminated after ninety (90) days should any of the addresses listed on this application be found to not be in compliance with Section 2-208 of the City Code or with any covenant conditions attached to the land. l DocuSigned by: 1 9reoer2a�r xs Signature of the Property Owner } State of Florida } County of Miami -Dade 5/22/2024 Date subscribed before me by means of _ physical presence OR X online notarization this day of 2.02/ by Kimberly Diamant s Personally known (x) or Produced Identification ( ) Page 1 of 1 IDocVerifyID: 7F999571-9021-4B24-B17F-7DC014DD6DD9 www.docverify.com `s. s 0.5, 07470 00 J Page 1 of 1 17DC014DD6DD9 ,III LII III ci- rdr miami I public hearing notification services certified lists of property owners within a specific radius + radius maps + mailing labels + mailouts + notice of public hearing site posting rdrmiami.com diana@rdrmiami.com 305.498.1614 May 16, 2024 City of Miami Hearing Boards Miami Riverside Center 444 SW 2nd Avenue, 3rd Floor Miami, FL 33130 Re: Property owner information required for public hearing mail noticing (500' radius): 261 NE 73 Street, Miami, FL 33138 (Folio: 01-3207-012-0080) Total number of property owners, excluding individual condos, including associations: 33 I certify that the attached ownership list and map are a complete and accurate representation of the real estate property and property owners within a 500-foot radius of the subject property listed above. This information reflects the most current records on file in the Miami -Dade County Tax Assessor's Office. I also understand that a new list will be requested by the City of Miami Hearing Boards if it is determined the property owner information list initially submitted is older than six (6) months. Sincerely, Diana B. Rio RDR Miami 1 Rio Development Resources 305.498.1614 diana@rdrmiami.com rdr miami I public hearing notification services certified lists of property owners within a specific radius + radius maps + mailing labels + mailouts + notice of public hearing site posting rdrmiami.com diana@rdrmiami.com 305.498.1614 500' RADIUS MAP (N.T.S.) rn 261 NE 73 Street, Miami, FL 33138 (Folio: 01-3207-012-0080) 1/23/24, 3:24 PM secure35.ipayment.com/Miami/my/0/print_version.htm?DOUBLESUBMIT— SxE797eTgYpgFrELQYQYdzzR4rDRR4rne18ShbWfFfA%3d Department of Finance Online Payments Receipt Your Reference Number: 2024023001-358 01/23/2024 3:21:27 PM Web_user TRANSACTIONS If you have a Transaction ID, please click here 2024023001-358-1 $2,020.00 TRANS ID: 1047319 BUSINESS NAME: COM Lien Search $295.00 FEE NAME: PLANNNG STAFF REVIEW Lien Search $250.00 FEE NAME: PW DEVELOPMENT PLAN REVIEWS: BASE BUILDING LINE REVIEW AND MARKING - PZ APPLICATIONS Lien Search $475.00 FEE NAME: WARRANT - ENTITLEMENT FEE (SQ. FT.) Lien Search $1, 000.00 FEE NAME: EXCEPTION - REQUIRING ONLY PZAB REVIW (EXCEPT CS AND T3) PER EACH REQUEST PER FOLIO PAYMENT Visa Credit Sale TOTAL AMOUNT: $2,020.00 $2,020.00 CARD NUMBER: ************0723 FIRST NAME: Fi z LAST NAME: Abal'o lu i i CE2024023001-358 https://secure35.ipayment.com/Miami/my/0/print_version.htm?_DOUBLESUBMIT— SxE797eTgYpgFrELQYQYdzzR4rDRR4rne18ShbWfFfA%3d 1/1 CEi#n of c . zami BUILDING DEPARTMENT Transaction Statement Financial Transaction ID: 1047319 Transaction Date: Jan 18 2024 4:17PM Permit Number: PZ207121 FEE SUMMARY Kimberly Diamant Lemon City Studios LLC 261 NE 73 Street kimberlydiamant@gmal.com (917)288-0676 Fee Category Fee Code Fee Description Quantity Unit Type Amount PLANNING MS-337 PLANNNG STAFF REVIEW 0.0000 N/A $295.00 PW REVIEW RP-032 PW DEVELOPMENT PLAN REVIEWS: BASE BUILDING LINE REVIEW AND MARKING - PZ APPLICATIONS 0.0000 N/A $250.00 PLANNING MS-187 WARRANT - ENTITLEMENT FEE (SQ. FT.) 4855.0000 SQ. FT. $475.00 PLANNING MS-414 EXCEPTION - REQUIRING ONLY PZAB REVIW (EXCEPT CS AND T3) PER EACH REQUEST PER FOLIO 1.0000 UNITS $1,000.00 Total: $2,020.00 Rev. Jul/02/2012 Generated on Jan/18/2024 4:17 PM Tag rrf mt ARTHUR NORIEGA, V City Manager November23, 2020 Ben Fernandez, Esq. on behalf of Lemon City Studios, LLC Bercow Radell Fernandez Larkin & Tapanes 200 S Biscayne BLVD #850 Miami, Florida 33131 RE: 261 NE 73 ST — Lemon Studios Alcohol Exception (PZ-20-7121) 90 DAYS NOTICE Dear M r. Fernandez: This is a notice of inactivity for Exception application PZ-20-7121 to perm it the extension of alcohol sales from 3:00 am to 5:00 am for an alcohol service establishment with food service and outdoor dining located at 261 NE 73 ST (the "Application"). A response to staff comments has not been received since an initial review of the Application was completed by Planning and Zoning, and the Application was returned for corrections on August 14, 2020. In accordance with Miami 21, applications on file for more than six months without activity shall be deemed administratively withdrawn. Should you fail to resolve this inactivity matter by Wednesday, February 10, 2021, the Application will be terminated, and you will be required to initiate a new Exception application through ePlan. The new subject matter will be subject to any applicable wait periods as prescribed in The City of Miami Code of Ordinances and the Miami 21 Zoning Code. If the Planning Department may be of further assistance to you, please do not hesitate to contact Elia Sorice, Planner II esoricec miamigov.com or at 305.416.1424. Regards, Jeremy Calleros Gauger Interim Director JCG/KB/es PLANNING DEPARTMENT 444 S.W. 2nd Avenue, 3rd Floor / Miami, Florida 33130 / Phone: (305) 416-1400 Fax (305) 416-2156 Mailing Address: P.O. Box 330708 Miami, Florida 33233-0708 _ ;'if Or. `..1!;,w } -. , .. mmmuut Hull aka Department of Finance Online Payments Receipt Your Reference Number: 2021026001-94 01/26/2021 10:19 AM '+ 'eb_u ser TRANSACTIONS If you have a Transaction ID; please click here ' , 500.0 20 210 001- 4-1 ID: 699957 Busir• ss Ni:,44ECOM Fee Payment $2,500. FEE N E. PRELIMINARY PLAN REVIE DRY RUN TOTAL AMOUNT. $2,500.0 P'AYMEt. American Express Credit Sale Diamant _E_J.2'O. O1•9i i s2,500.0111 BUILDING DEPARTMENT Transaction Statement Financial Transaction ID: 699957 Transaction Date: Jun 30 2020 9:22AM Permit Number: FEE SUMMARY KIMBERLY DIAMANT (917)288-0676 Fee Category Fee Code Fee Description Quantity Unit Type Amount ZONING MS-071 PRELIMINARY PLAN REVIEW DRY RUN 50000.0000 SQ. FT. $2,500.00 Total: $2,500.00 Rev. Jul/02/2012 Generated on Jun/30/2020 9:21 AM C:itg of iauu BUILDING DEPARTMENT Transaction Statement Financial Transaction ID: 1110199 Transaction Date: Aug 14 2024 3:07PM Permit Number: PZ207121 FEE SUMMARY Ben Fernandez, Esq., on behalf of Kimberly Diamant and The KD Family Trust 261 NE 73 Street (917)288-0676 Fee Category Fee Code Fee Description Quantity Unit Type Amount HEARING BOARDS - PUBLIC HEARING MS-241 PUBLIC HEARING - MEETING MAIL NOTICE - APPLICANT/APPEALLANT 2.0000 UNITS $9.00 HEARING BOARDS - PUBLIC HEARING MS-228 PUBLIC HEARING - ADVERTISING 2.0000 UNITS $3,000.00 HEARING BOARDS - PUBLIC HEARING MS-225 PUBLIC HEARING - MEETING MAIL NOTICE - NEIGHBORS 66.0000 NGH X HRGS $297.00 HEARING BOARDS - PUBLIC HEARING MS-443 PUBLIC HEARING - ONE PROPERTY POSTING 2.0000 UNITS $400.00 HEARING BOARDS - APPLICATION/APPEAL MS-208 EXCEPTION - REQUIRING CITY COMMISSION 1.0000 UNITS $2,500.00 HEARING BOARDS - PUBLIC HEARING MS-226 PUBLIC HEARING - MEETING MAIL NOTICE - REGISTERED HOAS AND PERSONS 46.0000 NGH X HRGS $207.00 Total: $6,413.00 Rev. Jul/02/2012 Generated on Aug/14/2024 3:07 PM