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Home My WebLink AboutR-91-0697J-91-590 9/16/91 RESOLUTION NO. A RESOLUTION, WITH ATTACHMENT, TRANSMITTING THE APPLICATION FOR DEVELOPMENT APPROVAL (ADA) TO THE SOUTH FLORIDA REGIONAL PLANNING COUNCIL AND FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS FOR SUFFICIENCY REVIEW PURSUANT TO CHAPTER 380.06, FLORIDA STATUTES, AS AMENDED, DEVELOPMENTS OF REGIONAL IMPACT; WHICH ADA PROPOSES: (A) AMENDING THE SOUTHEAST OVERTOWN/PARK WEST (SEO/PW) MASTER DEVELOPMENT ORDER (RESOLUTION NO. 88-110; ADOPTED FEBRUARY 11, 1988) FOR THE PERIOD 1988-2007; (B) AMENDING THE SEO/PW INCREMENT DEVELOPMENT ORDER (RESOLUTION NO. 88-111; ADOPTED FEBRUARY 11, 1988) FOR THE PERIOD 1988-1994 AND EXTENDING THE BUILD -OUT DATE TO 1997; AND (C) ADOPTING A SEO/PW INCREMENT II DEVELOPMENT ORDER FOR THE PERIOD 1992-1999 AND ADVANCING THE COMMENCEMENT DATE OF INCREMENT II TO 1992; ALL FOR THE PURPOSE OF REGULATING FUTURE DEVELOPMENT IN THE SOUTHEAST OVERTOWN/PARK WEST PROJECT. WHEREAS, it is necessary to institute an Increment II Development Order for the Southeast Overtown/Park West project a Development of Regional Impact, per Chapter 380.06, Florida Statutes, while amending the previously approved Master and Development Orders; and WHEREAS, it is necessary for the South Florida Regional Planning Council and Florida Department of Community Affairs to review and make recommendations on the proposed amendments to these previously issued Development Orders, per Chapter 380.06, Florida Statutes; . NOW, THEREFORE, BE IT RESOLVED BY THE COMMISSION OF THE CITY OF MIAMI, FLORIDA: Section 1. The recitals and findings contained in the Preamble to this Resolution are hereby adopted by reference thereto and incorporated herein as if fully set forth in this Section. cm COMMSSSION Wn-MG OF ATTAC MA1NIS SEP N W CAN � "D t Section 2. The City Manager is hereby authorized and instructed to transmit the attached Application for Development Approval (ADA) to the South Florida Regional Planning Council and Florida Department of Community Affairs, pursuant to Chapter 380.06, F.S., as amended, Developments of Regional Impact; which ADA proposes: (a) amending the Southeast Overtown/Park West (SEO/PW) Master Development Order (Resolution No. 88-110; adopted February 11, 1988) for the period 1988-2007; (b) amending the SEO/PW Increment I Development Order (Resolution No. 88-111; adopted February 11, 1988) for the period 1988-1994 and extending the buildout date to 1997; and (c) adopting a SEO/PW Increment II Development Order for the period 1992-1999, and advancing the commencement date of Increment II to 1992; all for the purpose of regulating future development in the Southeast Overtown/Park West project area. Section 3. This Resolution shall become effective immediately upon its adoption. PASSED AND ADOPTED this 26th day of ATTE MATTT HIRAI, CITY CLERK PREPARED AND APPROVED BY: LI A KELLY REARS ASSISTANT CITY AT ORNEY APPROVED AS TO FORM AND CORRECTNESS: -1424 A. UI ON , III ACTING CITY ATTORN LKK/db/pb/M2361 XAVIE Member , 1991. L. SUA Z, MA41OR -2- i 697 • PZ=12 PLANNING FACT SHEET APPLICANT City of Miami Department of Development and Housing Conservation: June 10, 1991. PETITION 4. Consideration of recommending transmittal of an Application for Development Approval (ADA) to the South Florida Regional Planning Council and Florida Department of Community Affairs, per Chapter 380.06 F.S. Developments of Regional Impact; which ADA proposes amending the Southeast Overtown/Park West (SEO/PW) Master Development Order (Resolution 88-110; February 11, 1988) for the period 1988-2007; amending the SEO/PW Increment I Development Order (Resolution 88-111; February 11, 1988) for the period 1988- 1994; adopting an SEO/PW Increment II Development Order for the period 1992-1999 to regulate future development in Southeast Overtown/Park West, a area generally bounded by Biscayne Boulevard, I-395, I-95 and N. 5th Street, and more particularly described herein; proposing 166,000 gross square feet of office space; 95,400 gross square feet of commercial space; 2,000 residential dwelling units and 8,000 attraction seats for Increment I, and extending the buildout date for Increment I to 1997; proposing 337,000 gross square feet of office space, 71,700 gross square feet of commercial space, 500 hotel rooms, 2,000 residential dwelling units and 8,000 attraction seats for Increment II, and advancing the commencement date of Increment II to 1992, and finding that the proposal is in conformity with the Miami Comprehensive Neighborhood Plan 1989- 2000 (Ordinance 10544). REQUEST To transmit an Application for Development Approval, to the Southeast Overtown/Park West (SEO/PW) DRI to the South Florida Regional Planning Council (SFRPC) and Florida Department of Community Affairs (DCA) for their review and recommendations. PLANNING RECOMMENDATION Approval. 1 I . BACKGROUND The Southeast Overtown/Park West (SEO/PW) Community Redevelopment Project area was approved as a Development of Regional Impact (DRI) in 1988. The benefits of the DRI designation are three -fold: ANALYSIS a) Major proposed development, if it fits within the parameters of a development order(s) issued by the City, can look for speedy approval. b) Fees will be returned to the City rather than to the SFRPC. c) The City is assured that necessary infrastructure is planned and funded in time to meet the needs of new development. A Master Development Order (Resolution No. 88-110; February 11, 1988) and an Increment I Development Order (Resolution No. 88-111; February 11, 1988) have been issued by the City for the SEO/PW DRI. The Master Development Order requires that an ADA be filed with the SFRPC prior to the issuance of a subsequent development order for incremental development. The Master Development Order lists those questions from the ADA which the City must respond to as each incremental portion of the SEO/PW DRI is submitted to the SFRPC. The City is submitting an Increment II ADA to the SFRPC to facilitate the continued phased development of SEO/PW. Following this submittal to the SFRPC, the SFRPC staff will conduct a review for approximately three months; the SFRPC will then make their recommendation to the City Commission as to whether the ADA should be approved. The City Commission will take the SFRPC recommendation under advisement and issue an Increment II Development Order approving, or modifying with conditions, the DRI proposal. The ADA for Increment II proposes the following development program for Phase 2 of SEO/PW: Office Commercial Hotel Residential Attractions 337,000 gross sq. ft. 71,700 gross sq. ft. 500 rooms 2,000 units 8,000 seats PAS 7/10/91 Item #4 Page 2 of 3 ell REC"ENDATION PLANNING ADVISORY �;aAR0 CITY COXMISSION The proposed program is to be facilitated by reassigning Master DO) approved Increment II convention land use square footage to the Attractions and Commercial land use categories and by advancing 132,000 square feet of office space from the approved Increment III program to Increment II. The reassignment is based on trip generation associated with the various land uses. The proposed number of hotel rooms and residential units is unchanged from the Master DO approved Increment II program. Additionally, it is proposed that the commencement date for Increment II be changed from 1994 to 1992. (See General Project Description attached) To save the City a possible $35,000 in SFRPC review fees (if found to be a substantial deviation), we are showing a reassignment of convention space to the Commercial and Attractions land use categories for Increment I. The SFRPC will review the regional impacts associated with this reassignment as a part of the City's Increment II ADA review. The Increment I reassignment will be accomplished by amending the existing Increment I development order and filing a "Notification of a Proposed Change to a Previously Approved DRI" with the SFRPC and DCA. The ADA shows that significant employment opportunities and an expanded tax base will result from the SEO/PW DRI. It also shows that the necessary infrastructure will be in place to accommodate future growth with minimal impact to natural resources. The ADk is consistent with the Southeast Overtewn/Park West Community Redevelopment Plan adopted in 1982 by City Commission Resolution No. 82-755 and County Commission Resolution No. 1677-82. It is also consistent with the Miami Comprehensive Neighborhood Plan 1989-2000. (See complete ADA attached). At its meeting of July 10, 1991, the Planning Advisory Board adopted Resolution PAB 42-91 by a 9-0 vote, recommending approval of the above. At its meeting of July 25, 1991, the City Commission continued the above. 91- 697 7/10/91 409��tr' APPLICATION FOR DEVELOPMENT APPROVAL Increment II SOUTHEAST OVERTOWN/PARK WEST DEVELOPMENT OF REGIONAL IMPACT City of Miami Department of Development June, 1991 91 _ 697 7/10/91 Table of Contents Page PART I. Applicant Information 1. Applicant/Project Identification 1 2. Applicant 1 3. Authorized Agents 1 5. Legal Description 2 7. Government of Jurisdiction 2 B. Permitting Agencies and Permit Applications 3 PART II. General Section 9. Maps C. Topography & Hurricane Flood Zones 5 10. General Project Description Part I - Specific Project Description A. Summary -and Phasing 7 B. Existing and Proposed Land Uses 10 C. Previous and Existing Activities 10 D. Primary and Secondary Market Area 12 E. Description of Project Demand 12 Part II - Consistency with Comprehensive Plans A. Local Plan 12 B. Regional Plan 16 C. State Plan 17 Part III - Demographic and Employment Information A. Demographic and Employment Tables 18 Part IV - Impact Summary A. Impact on Natural Resources 20 B. Public Facility Costs 22 11. Revenue Generation 23 PART III. Environmental Resources Impact 17. Water Supply A. Potable/Non-potable Water Demand 27 B. Potable/Non-potable Water Supply 29 C. On -site Wells 29 D. Impact to Existing Wells and Aquifer 29 E. Operation/Maintenance of Internal Water Supply 29 F. Letter from Off -site Supplier 32 G. Conservation Measures 31 H. Service Area Boundary 35 18. Wastewater management A. Projected Generation and Proposed Treatment 36 B. Description of Pre-treatment Techniques 36 C. Letter from Off -site Treatment Authority 39 D. Septic Tank Identification 38 E. Service Area Boundary 38 Table of Contents (cont.) 20. Solid/Hazardous/Medical Waste A. Solid Waste Generation 42 B. Waste Management 42 1. Specification of Waste Generated 2. Separation Measures 3. Identification of Off -site Disposal 4. Applicable Regulations, Permits and Plans C. Documentation 1. Letter from Developer 47 2. Letter from Service Provider 46 PART IV. Transportation Resources Impacts 21. Transportation (see Question under separate cover) 22. Air Impacts (see Question under separate cover) 23. Hurricane Preparedness A. Identification of Designated Areas 49 1. Vulnerability Zone B. Identification of Evacuation Requirements 49 1. Shelter Space Need and Availability 2. Evacuation Route Capacity C. Identification of Mitigation 53 PART V. Human Resources Impacts 24. Housing A. Residential Development Characteristics 54 B. Housing Availability/Employment Opportunities 56 C. Provision for Displacement/Relocation 57 25. Police and Fire Protection A. Dedication of Facility or Site 58 B. Letter from Service Provider 59 28. Health Care A. Description of Facilities and Services 62 B. Letter from Service Provider 63 Appendix STATE OF FLORIDA RPM-BSP-ADA-1 DEPARTMENT OF COMMUNITY AFFAIRS DIVISION OF RESOURCE PLANNING AND MANAGEMENT BUREAU OF STATE PLANNING 2740 Centerview Drive - Rhyne Building Tallahassee, Florida 32399 DEVELOPMENT OF REGIONAL IMPACT APPLICATION FOR DEVELOPMENT APPROVAL UNDER SECTION 380.06, FLORIDA STATUTES PART I. Application Information 1. I, Cesar H. Odio, the undersigned owner/authorized agent of the City of Miami, hereby propose to undertake a Development of Regional Impact as defined in Section 380.06, Florida Statues (F.S.), and Chapter 28-24. , Florida Administrative Code (F.A.C.). In support thereof I submit the following information concerning the Southeast Overtown/Park West Community Redevelopment Project Development of Regional Impact, which information is true and correct to the best of my knowledge. (date) Signature of Owner or Authorized Agent 2. Owner/Developer (name, address, phone). State whether or not the owner or developer is authorized to do business in the State of Florida pursuant to the provisions of Chapter 607, F.S. City of Miami, Florida P. 0. Box 330708 Miami, Florida 33233-0708 (305) 250-5400 3. Authorized Agent and Consultants (name, address, phone). Herbert J. Bailey Assistant City Manager City of Miami 3500 Pan American Drive Miami, Florida 33133 (305) 250-5331 Reginald Barker DRI Project Manager City of Miami 300 Biscayne Blvd. Way, Suite 400 Miami, Florida 33131 (305) 579-3366 Linda Kearson Assistant City Attorney City of Miami 1 S.E. Third Ave. Miami, Florida (305) 579-6700 , Suite 1100 33131 Basil S. Williams Project Manager Keith and Schnars, P.A. 8880 N.W. 20th St., Suite A Miami, Florida 33172 (305) 477-8855 5. Attach a legal description of the development site. Include section, township and range. Beginning at a point at the intersection of the center line of N.E. 5th Street and the center line of Biscayne Boulevard; thence west on the center line of N.E. 5th Street (and N.W. 5th Street) to the east ROW line of I-95; thence northwesterly on the east ROW line of I-95 to the south ROW line of I-395; thence easterly on the south ROW line of I-395 to the center line of Biscayne Boulevard; thence southerly on the center line of Biscayne Boulevard to the point of beginning, comprising ± 209.38 acres more or less; or Blocks 2N, 3N, 4N, 5N, 6N, 7N, 14N, 15N, 17N, 18N, 19N, 20N, 21N, 22N, 23N, 24N, 25N, 34N, 35N, 36N, 37N, 38N, 39N, 40N, 41N, 42N, 43N, 44N, 45N, 55N, 56N, 57N, 58N, 59N, 60N, 61N, 62N, 65N, 65E, 66N, a portion of 27N, and all existing street rights -of -way between said blocks; Section 37, Township 53 South, Range 41 East, A.L. Knowlton Map of Miami (B-41); and Blocks 7, 8, 91 10, 19, 20, 21, portions of blocks 6, 11, 16, and all existing street rights -of -way between said blocks; Section 36, Township 53 South, Range 41 East, Alice Baldwin, Jenny M., and Charles E. Oxar Subdivision A-57 Amended (B- 87); and Blocks 2, 8, 91 10, 11, a portion of block 3, and all existing street rights -of -way between said blocks; Section 36, Township53, Range 41 East, Sosts Subdivision (B- 27); and Blocks 1, 8, and all existing street rights -of -way between said blocks; Section 36, Township 53, Range 41 East, Perry Division (B-163); and Greyhound Center (&&-98); Section 37, Township 53 South, Range 41 East, A.L. Knowlton Map of Miami (B-41); and Block 46N, Section 37, Township 53 South, Range 41 East, G. G. Bolles (1-16); and Blocks 16N, 26N, and all existing street rights -of -way between said blocks; S37, Township 53, Range 41 East, P. W. White Re -Subdivision (B- 34); and Blocks 59N, 60N, and all existing street rights -of - way between said blocks, Section 37, Township 53, Range 41 East, Miami South Half -Blocks (1-185); and RTY SEC CORPS 3- 172, J.A. Danns Sub 7-36 Blocks C and D. Howard Johnson Sub 79-87, Jones Resub 3-176, Section 37, Township 53 South, Range 41 East, A. L. Knowlton Map of Miami (B-41). 7. List all local governments with jurisdiction over the proposed development. City of Miami, Florida 8. List all agencies (local, state and federal) from which approval and/or a permit must be obtained prior to initiation of development. Indicate the permit or approval for each agency and its status. Indicate whether the development is registered or whether registration will be required with the Division of Florida Land Sales, Condominiums and Mobile Homes under Chapter 478, Florida Statues. Indicate whether the development will be registered with H.U.D., Division of Interstate land Sales Registration or other states. Agency City of Miami City of Miami City of Miami Dade County Dade County State of Florida State of Florida Approval and/or Permit Zoning review/permit Building permits Certificates of Occupancy Storm water disposal/drainage Sanitary sewer and water line connections Storm water disposal wells Complex source permits I I M m rd I ffil —In 9 171 in- 01 i m R u I i —M i I I I i I I v � NIMR T &JiRSTI M 10 - GENERAL.PROJECT ZESCR1PTION part 1 Specific Project Description �,. Describe and. discuss in generalterms all major elements bf the 'propoeed development in its completed forma Include f'n this discussion the proposed phases (or stages) of development (not to exceed five years), magnitude in the appropriate units from Chapter 28-24, F°A.C:, where ..: applico,le, rid:expected beginning and completion dates fo construction. TheSoutheast Overtown/Park West Community Redevelopmen# Project` -(DR ) entails the redevelopment of 200 acres, of :prYMO real ,.,'estate adjacent to,: the Miami' central business: district for°: rtew resi'dentia1 office, commercj al,.. hotel anc attract'ons`activity.' Representing the culmination;of year planning process by. both the ;City of Miami snt Metropolitan,.Dade County, the=,general redevelopment concept for the project"is, directed toward' theprovision of a IwidE -range,of` housing opportunities for. moderate 3.ncome; fanlil�.e e.g., tfamilies'with incomes. ranging from $15,OQ0 to $50`;000' , within a downtown" setting.' Also incorporated. in tii -.: development., lan'' is. the'provison of ;support serv4ice p necessary to serve the, .area1s #uture population.`, sy Y ity ®; i�t8e k b1o0kE net inch Q ,sea 7 a, Td M a' 5 WNW 1.: , TY`I. its `bntli6ty, the phase 1 redealopr►ent' `r©graf. include the construction of 2;b00e3idn it i`�",Ob aghare` rest d bfiCe` .apace,` 95,4b0 square feet. c Timm r A. a spade, g, 000` Attractiet�s sets, , and 'a spo ts. ar a i a rov+ed', under a separ�►te .btl The Phsse 1 cer�espme. o ram is arit'io ipated' to occur, between ` 1 88 ;. an 19 9 h 92 -1399 )' development pr0gram inc_ludea tl p division T of `:; 2, 0400 additional residentli dv�e ti } 'unit` 3`7;'0`00 square feet of `office space; 71,700 square feet- comrnerc.ial $pace,-:. 500 hotel; .rooms , .and 8,000 attraction cast$'he attractions, land- use in 'Phases 1 anal 1)► 3, sncl�ide a museinm", theater, cru3�s port -related eotiv th specie-lty exhibits, perf0rmng arts center, t, IPI entertainment", and institutional/educational Phase,(19g9-2007.) `is proposed to incltde S,000,:iesiden. dwell`n units, 500,"500.Ssquare feet of office spa��e; 95iC 9 square,.% feet 'of commercial space n 60d' hotel rooms3.� s� � e [ total the; three phasegt of dev+alopment 'r(i98.#8 2007)n0iidet units 1 Ob ` 000 residential: Belling w i „� i ►i ¢. construction of 9 `, i 70Q s uar8 fe _ square feet of office space, 24 �, commercial space; 1,1;00 'hotel; rooms; ..,and' OOYpp attracti� ' se°ats ' When all phases have been coatpleted th�a 5 uthe �r = ' �, own/Park WestF Community Redevelopment `Uinterded 'to transfonir a preseihtly blighted; underui�. t y �Y1 ,. area into a sociall and eonomicall rote ;ommuinit roviding unique hiving yu and `working `opportt�init# 4 'down' y j` towm Miami B rrovide a;. breakdown of ,the existing and propossea landsu8e8 r the site ''foX} °each N pha$e iof� development tougfi completio tt►e' ro- act :.`he developed land+ useau Bo,n. bt identified in" x9`Sa' t�on ,380::ORb51,_ ; al. Y #!A i�t coin t,. ! a o f Q*� +`a r g n 9. v ilal t ..d URe J ands W (Mast+ Plei ; TLg Lein :f kt d kZ4 ' to iO itroa�t ,each ` lan +�s ca,3e9Q "' .: ua ► � c� z!. t sd, o ate th .N. rn -`x �areal�dowa k.c�ftiA... an'dr00d {an�?e i'- { �' _a `'a b=eado F'QFod 'dvlopm tynts 'a sovi d ;t Fl f c"d6nf roncSTWN 1 P yyBU (L. 1'•}!,'�"S'�`,-,^,,"iT'-11�1T;��t not .PC l be aid' ffr a i�B 'oi'. i��cl�•�r�., yS x i }4 xc�u�ling the, phase 1„ redevelopment effoYt, �onth� st vetSwn/perk test is a blighted under-utilised£ areA + apprbai�natelr00 acres bounded by MBisea�rrie "Boitlard,td tti ytiaet, .l=§ and 1-395. The Overtown portit�n of t Uho eatarea is one of_the.oldest neighborhoods in Mfafi.e '8'b s tnrertown 'was born whenteni�ylaSle T ate h3: railroad required a lsce for its black workers t liv►e. trdct '.,lnd `avast o th6 railroad tracks', "tivertown '' w dasignatea'for black railroad ertployees. bvbrtor�m grew and d6Vbibped: into a viiirant .,community. Bla ltl evbntually'` became owners :of 'businesses and thereby 'he establish :a viableconbmic community. Sahools,x aortae, churches `and coriitnerc`ial uses were developed developed large economic ventures such°as hotell�,apartmerlt the here, night clubs and small na *g, orhood marketn ti tF Th3 created a very ;strong and pulsating' communty.In and 19.30's `Northwest `2nd Avenue bras call, d�venue` G:' It a a center ;for entertainment,`retail stores artd hotels;,} o u1°anon continued tb expand until °the}=earlyr�l°�6bEa P .�p Desegr'egat'i�on;` urban `renewal, the Neighborhood Developm �n „. .. a r. p�rbgram and r construction of the State Road` 836 and I expressways s gnificantly changed the character of tY } ne'ighborhbbd Residents we'r'e scatty are ..'an x r+elocati d ar :- economic, phyBcal and social} decays became more pronounce EEE F Q ay fete �etructuras o#r historical,` aignif canoe can °foil r OvortOwn `' gee CADA Q uest'on ' ' 9 Historia'a ins ♦,, r n 6 l�rcheol+gical Sites) .Zi a Most of the area':currently referred .to as ParkWest was 4 ` dirt" of Attie' nor, ginal ;plat for the City of Called; t� p latted i,1b, b Subdivis ion, this ; area a wa p t f .;; , u"Tuttl`s, , I�eriry , F3a91 e� r}d w illam Wr ckell is �! } �a1//�� A' 1Land—Coin an t princ `al deveio er r L/rt i # Daly as fMiaini hi a 'i�1' tF#; ^ eftMy1 .-. 1e th nit alev .limen .! §t $` 3 k `=:`' �'i x�._.5'"SY - *t, ! f . est wasor residental c�evelopnen�t,' its soceista Cgmr�ercia chrater t hc,�usig geri�ce c4er�. } q �s�Q i ate ' wJ.' 'its �lown�own; p � ocat� Qn � apc��a � t :§ o' Bicente nl PerkBe#r� pssrt Qf M.am site f x� G :e g tie �iea^.:directly`et of`,Sic+�ntann.ai ?ate was,yasi+ 1' xr a a'' .k pxF. trare#�aias andwhs►�.edt1e distic 7C'eitetQK _: The the -,port"'' moYac y.:2y 9,._.1►us..n�#e `:.have°� no"functiQha .`aei. Qnc' r? pert.• New .warehouses and con a, sta�,`� D► �e ndrQ. at �s i }x p'"l;v.d! i`k.,. y A ►.v?�} t+n5 +�, kI i`3 k.., ' st"%i`: x�lYo�tn+ay� � ' and 'ark NeQat ��e�� ne,=�c��Otra��t� ' , e WOO MW R. (10 0, A R 0 oil NAilt! v :; i' Si ac+4 ` Mw`i.., ''£•r �1. . (park iwest° Cgmninity---,=Redave!20 )rge--.c-.,Ass6ciateS (1985) r Q a.%.- xW%v%,ftM'I- - of DeVe I Or)ment '-,p I iri-j, -Edbnbin Haimmek`fSile'r j. George Assocla ^-F +.)%,m U4 oa+evri eft , nvprtc of #they Ag' --�-�'Laventhol 4-Horwath,--�, 9..8,7,+)'Each : V ei x. pro a r ...... e development t� at tM'�.OrdOosi cl Part- 2C6ns'istency with Comprehensive--Pl'' `D6monstre atLI project .,is --cot'nsis ent A. local comprehensive ve 'plan developments,-irei a -"- W1 11j Sri -4.rfdj'daite,,-�� whether proposed project`; 6hen4ive.-plan; endmen*t---,.. to the ��adopted local CC)mpi:L 'ihei':capital improvements element.,* :'-I, f so plea s I e. e *V--,�;'changesU, inecessar- 6 ..,.Plzin'�19.8,9��2( 'C Comprehensive Neighb6rh old:." - The Miami, "C hens 'or ina -10544.,�-% on VAIX d6pted' February was..- a S� `c onsistent. C I S I OU . th list' over own', DRI i "c0hs' t t PArk West, land ,t , --rQ 'Specifically; future- -use states AsI;+,.tI0-,-'Igoa theredevelbpm t I i9c 30r'�446;11 "' in ,blighted --ievita t r. 6 d 0 v I revitalization :theOnt Ot-aod `promote 6 OPA "or thi6 tenadxeSid6it4al "comm -declilimg Th, s`" is 'to -w the;,�i .-Po, cy,+ ch.,, states thilt Southeast Overtown/k k, Wei Pans or: south ar f `kodevblopmentD!Ot, r, V t o 4� . "HNCa f i6m• t h 4:. t4 t Y A 'land use ob ctiva from the MCNp is to ocntiriue tihe of b6r�rritbwrtt i;ami, expand sits pole as" a canter c d+�m+�t'; international con 6rc. " further tits ;dei� lopa n �c r�ona :center #or the perforrts"and ether inq aoulture�. ehtert`ainlment : act it' and develop' a urban resf i ritiel ' to be , accom l 6 id" base. �h3s obective-is P : cy ''w C . - t A --implement the Downtown DRT development $ orders for downtown and Southeast OvertownfPark West, and seek approval for future Increments of development° ins* f timely imanne`.''`` Southeast =Overtown/park West,4 is proposedt ' include and'" usees (activities) which '+would °meet this _ objective `namely office, -commercial, hotel, reaidenialyan+ attractions lan"-use-. tegor es E The fdlliaing °land' use designations (from the MCNp; Future Ladd use Plan ;YMap) are located ins} Southeast Ove'rtown f Park y West and are consistent` spatially °and` ° ubstant"vely withtli proposed 'developmment program: t Recreation: This` land use-designatiori only r allowspublai pa"'"'rks ' ands recreation H "uses. Within parks, sreatt►r f' uses permit educational Wand cultural faciltiesschi museums,' art galleries and 5 exhibition space; andh¢mar fac# lities Supporting soc.el and entertainment�se�v e I Public "health and safety and einterta.inmentaci;litee m a permissible ovi'd6d that � such aetivitieB � � sic facilities are an..inte ral art of `the arks design orft tecreat`ion�: function. 9 .P � �p� t` .�,",�g�,� { } _ f .G 4" V t t, Y•Y :] 'S9 Me- ium¢pene1ty Multifamily.'+ esideht.asAreas' designate°c &' "Medium Density Multi"family Resid0ftt allow es .clezi ►, r;_T unit era struc£ures toy a� maximum of 65' `dwelling t F „p sub j"ect' to the' detailed° prow isions o°f the applicaMor� ;r , Nu n5r devei`opment ' xeculzatons :and ' the maintenance k o,fcs+gni levels' of `service for facilities and ,.services ncldeci �int adopted concurrency mane ement reciiaea' Psram.ssible uses `with:Lnaedium d®nBitymblt.fmi�►eas in`lude a oomnierc ital ' act`ivities that "areiti�axnded ts�s;e 4 u. ret�i� ling sand ` personal service nerds of t e, 7 i i s �aces of ° woxsh.,.,'x!yan� + buil+n4 oomplex,. 7 t School8 ° z and 'acceasoryt7 post -Secondary .edu�tational f �,li 4 �"-O' - "X W ; L? �g•• _ .S/4 Density► Muiti�fmmi,i Res=ident.a� h Density Mul ifami�y i ��.dent Ok, W..aQ T '. t�ructu�r+e# ` to n��naCnum det�a�.ty '. of • 5�e��`X.... 'Cr�ub±�ct' tQ the detailed' pQv.�th4�� , . tz < lend tdev.opnQr rultir�n the mitta►a:, vele of sarr.e forl�l.t,sshd'vt! i`t.ens'iti�e pp�aav rcallod w�eshoWn to + 4- Ell 77 :x.:... .. Demo a hic.informtion Related. to the Projects Population ctr p Persons Total `Children Total Elderly Total dwelling rw ;, .per °s - "Popul ion a Per School Aqe- Per Elderly „ Household Children Household u is Household __ - --- -- we=��.---a==maw=-a=m-==------- - ---- -- --- -- 90 r 34 25 125 .15 125' z E 1 14.3 1=, 8.,: �r" 2,,058 a .'25 I6e .15 f72'� ease 21 Iv' ". 0 1: 3 600 .25 292 15 30Q • 730 .15 750 �►+� - 5V`000000 .25 lctal �t `.9 000 - 16;201 - 1016 a�xt �� f, ; i.4 9 1 - 1 Y '�F:y �-) r H' 6 xx M 1 a _.. _ .. • k �. L,� �t� Ling units are, defined- as those Phase I units with certificates of occupancy. 1 .d�oelling units' hre' muitifam- Oy ' units . { .0..,The "children :per household" factor was. applied to the total number of units with two ptnore bedrooms .. , , I+ 7 > aNk y y t1, .G;:AG'%'a4.s:.�a��4F .�.:.,�_ ��;: .y;>vcl _�,f..:a,._„>�-..r:�r:+.::� .+.,,. ...... _..�: ,,.t...s-s._. , _ .: .=1x.... I.I.. _s,.s •s,..�,_n.s . . ,a; -I, ...,�< .., ..., ..._ .,..,. - _._ .. _ _ .... - _. _ _ ,.. _ ._... - , - .. - _ _ .� .. _ . _ _ ,.. _ _..... { A. 11, ,,,, RRVENU tlr�tx!1#�►�I'IdN Project, the funds anticipated to be generated bar the project`. This projection should include any sources or use of funds ; which could have any reasonable connection to the proposed development. 1. Make the following projections by year, including thee first and; ;last :,ye$r in which tiny "construction and/or development takes :place: ;. Yearly .ad , valorem tax receipts': (b) Yearly impact fees collected (c), Yearly sales tax received by local government • (d): Yearly.gasoline tax received by local government (e) Yearly projections of any other funds by: `any, ,other ; sources generated as .-a,! result, of development of the w proposed project within the*.region` List 811 assumption±s used to-derivek:the above, projections 2. '..,"andestimates,, shown, thee -:methodologies used , and describe enerall acce ted�;-,,accounting principles used in all 41 assumptions, estimates and -projections.% r S+ 1, _ J r 1 { 3 r s �a r i x - Q 1F i yFf z•., r i�A tax, r Ali t by • > ( Y i VVVfff a tY'i JfylY :K tY- F: it k tt .- ----- —-------- --=------------------------ k:$f44 643 083,; �0.,5 $102,482,312 30.9186 $3 168,610 1. 267 444 857, 233 0.7;5 40, 992, 925 3 0.9186 , $6 785,850 0.7:5 . 61,489r387 30.9186 1,901,166 174, 838 491 0 75 80, 903, 094 30.9 i86- 2,501,4110 0: 0 'A5 0 30.9186 0 i74�8491 0..75 80,903,094 30.9186 2;501410 .�n :. gp �. s.. _ iiIU6 329,517,977 0.75 217,138,4.83 30.9186 6,713,618 �. i�i�903,r59.5> s 0_75 43- 427,6,97 -786 4 rv30. 9.186 ; a 1,342,724 794 5 :3 0,8 rg 0.�75 173,710 30.9186 >283�1�l382. _ _ _57�- 277; �175 0..7,5 l Y xfue, s .. zi 0.'75 ;434.,457,881. : '•6,'$g1, 576 30.9186 30 0 9186 13,432,829 2r686,566 - ' 4 115�55'43. ir d gs 4 3 421,740 ,0,75 _ 347,566,3,05 30.9186` - 10,746,263 lYIAa* , esed by; the City £ ;Miami. " „_..._.�X 77 �I dotes i�csnest+ead'.Exemption> has been deducted from assessed value assuming that 60% of the phase 1j. 2 and 3 residential units 'will be owner oecuped`at $25,000 per unit. -1� �: r� oea» :u ' �. S ... x•`-' . ., w.. -�,. ri, r. �e„ -rss .z. :Sw .; Millage rates are as#ol lows �_ School Operating 8.6660 0.3350 °Y FIND 0.0550 :. ' :► 0.54701. z - s nn�tjie 7.36.80 z debt.°'Sevice 1.2100 �l --:. 0..3510 - -. 1y1* 0.7500 95995 = ,it�peratng debt :Service 2 .'3381 ... DDA 0.5000 3. It should be noted that 'the Southeast Overtown/Park West area has-been .also s Fx+established ss a Tax,>Incze�hent-District: = The tax `base is now therefor frozen with .. respect to Oityand'Gounty Operational;Revenues. Taxes on increment go into the Trust estimates and"projections+have beenmade in 1987 dollars. - ..>,1 t; Y{d��' kl- r, r K r �*^.k',a'Jrs; 3 P J F 1 ... "th�aa.j- - ^'4: � � �, A3ti l ... 4 ip r l� f jj t .^ - Goicouria Mr _T6f as �. �a ge 2` , < , 'or 'a information to s ire Yf you have any q uestions req ie'Barker, of my contact Reg respojnd to our request, p lease staffat 579-3366• Thank,y ou for your cooperation. I tMEN- j Sincerely, F erbert J• a y Assistant C y Manager /rb. h ants Attacm h' i.. 1 C q: t ` a F ZZZ � h 2\ r 3 x i ; >s•r. S �1� j Y h tT d NQ a yqq d p r MIAMI-DADE WATER AND SEWER AUTHORITY DEPARTMENT 0. 0, box aitme �MlhMti PLOA1,0A M33.0316 s .. .,. �_ � u i��... i � s� :ice-�+. r_m .i:�k w x�.t t:...Aa a iks,as.^s, j" Y..._� .fix �., ,'.:.. ,.., 77 ,:,.n..,-'...:•.- :.., .. , •,... ✓ .L ..: _. � '� .. .,:x...+^n.J-,ram+. .. r ... .. . � _::..i•:.,.nwu.,.... ,;.....•:.+ 5 ,... .-.,. ::' , _ _ r , p g 'MSS-* Shelr`SP$Ce�Requirements " pe=son5l, 5 ricson T otal Regniing M M t$1 3-Populatd ' der She Space v� vcse =� - ---•�_— " �- $�lS�C3C'Sf�C3L • ? 20 ...; 3 r 600 1 yyyyy 000 •�Y 720 _ 3 .f, s, 0 Y. 8 ,`600 " 6� - 2 �� as 800 l�: "9' 00� S � + 5; 00 3;'240 2.00 _ , t t ? s R 44 P - .- ,ice... �`� ,,.5 - ... •>f :. T-. .. .. .- ._. ..,..: .. .,._ :__, ..::: ..:-.-. .. „k'n_�.i,3. _:.uc. ,wrtA.. .. wv_:i".. �}Ay:IY CFI .'x,...-_-..c rs. xa.F.. .�_R:a;._`. .,.av .. <�.r .' - .- .✓ ': .._,. .. ,._. .,. _ ..,...- .-, ,. .. _..,. .. .... . ...... ... .... ...... - ._. ., .... .. -. .. __ _. ... .. ..., ..-_�.`t,��. , ., ,. ,�. .. m„onTrat PRl E .k .w Vehicles{ Dwelling 186 930 £� .465, 2 000 ;e 186 :465 930 - fl00 Z� x 465 2,325 000 .465 3 837 4 185 A i .�t� - � _sue- . _,,. .. as.. _..:. , i. , . ,:: ; .._ . .. , . ,. � - �; � � - • r: �• 1. .; .� 'sit � <.s, s.y...,. � _ ee��- 55 tt �_. __._'��:�.-�.�s.:.Y�k,�.w.-..,_,.,7t+4.-!?s r.�.�..M��_�i+"M�., �h, f_..... f.,,.:•.�,.ft ._��..vr� ..-.-,...�_,. .. .___. _�a -_.. .. .,. - .. _-. .. .., .. - __. .- _. � ._ ---. � ,.. ...x ,�._. _. � s_�. <... _ _,�.-. �i' ..__ .... ._..,. a.-. Man 1 x3Y+n k a ItT{s X sit l i" . 3t�. I.k.. c& .r"'� x j7 .- ``ssS a 4 F.y r1 x ham' lei+#-Y'r�R'' 4A >'5�r`,�`� ;'ti' ■ W ■■ ..�. ��■ ■ se®1 w® ®I® ®!® mnn ! � ', � ?:'.',iZ,.. 11■� ®®1 �;11® ®ate �® ®� �m � ®® 4 � t roa a iF nr ,+\�\♦�\\ ? o 1 ! C` .Y„- .� �. +r m•.».,Ys�- � <� oGl :.0 �.>...rar.� � �1 � Vet r �� ., t mtr c� ;✓ b 2 (- M o �� 1\\\mot \\ \\\` a c ) s �; �„ .t c t ,, �+u c-»t-^ram-wsrsa�- rnr .sx< <s r �♦\\��;,. _ --- HIM - -- s Y ' W l� ,an= 1�Illlll� 111111� t111111l11s��l1® Q ee1 • • :4*[• Al �ryLr� t 1-CITY OF MIAMI ; 7-10-01 8:44AM t CITYMOft`S. OM'C-+ CITY OF MIAMI, rLORIDA 0.4 �r INTER OFFICE MEMORANDUM lai le DATE J u H 2 7 1991 Y ty M�tneqer ent of Devi slooment bue�EaY Overtown Park .went Drir c_... IEW dY'-CITY OPMIAMI 1 1-10-91 8•44,U1 CITY MORiS. OPPICt-; 4,�1 1 1 Mr. Herb hailey Assistant city+ Mana� r 'Overtown nark west Palle 2 xpsnsea for capital oxpenditurea: needed for they increased Personnel should cone : from Impact Fees. if projects do ;not . fall under the' City : of Miami IpkpkbtF69 Ordinance., then capital costs should be provided for in the oRi application'b If further information ie,needed pl+aee contact:'me or Lt. Joseph T. Wngueire in. the `Planning „.,and --.Research Un3.t, .telephone extension 6524. s- , .Pzmn i t i i 4-s t s= j. ryl S S i r4y t 3, f }} w ,J r d' R t k r. f. 3Ar>, ark I .�� 1 R. ;y 4 4 v` x:= U a) 9 s "' { s t Rt S d MIN TY LAID,aw a :. aL t Appownd WIN Qt1ESTTODI 21 TR1N5 �ORTATION VIM a iotayo 4 �l F# 1{v b7a tn4�L d. i ti ; rt Ii =S"7,: - ,i Oxon '� Yi I t•^3A 1 3S. F�c'}; SY'��f75�ry i'i�t`i. f *tx fi}4 t : d -- . eaF -.,. • ,r r. .. ...: <.. .. .. fi r f `t ¢ - fi x. f 4Ti'��- "�; •�8 �. �$ r �'� # � c t a A WAY v h i :co its M t o _fi4 ° a f y ,i:t.�fr7'&n" e i4- 5iA 3+s- � Yti j.]# 'fi,i'sf �, Y.. MIT 4 t fir,.. 1 . xi3 is 6 to "T*' '�`�` 'si3 „i4 ; fii;> k' �. a , .:. r• < l . t { > i ! , jet ➢� ,'��' t >w 4 i{ �"��t�•�KY p..4µ.;yt a+h.44M,5`.ib'::'• 'J vwrbr'71.'+{'=xyy,_, � X Using the highway -only FSU"1``MS output and estimated transit capture, the •year 1900 traffic hay f been projected and analysed 'On the roadv�ay netviro k. "iltis analysis includes the' effects ot", background growth, other lame scale committed development projects, roadway improvements, and.. transitavailability. Based upon the results of this analysis, roadway deficiencies have been ` identified. Jb proportional share cost for improving the failing roadway .links; has. been est{tt►ited:,. as $ 49702.. F �toil f Y: t Al i j. 'f its f }'i_pGR k • i 3 I �F a K h IR 4 ftl -�4 k,r. r - s a sh• j u t -r x b. `ir"i� .Projections . ground `lit f"ie' growth Cotftlfd Davalbptdent �Ttafc P Ut'MS `ivlddeI and 'TA7 Projections T Old +++yyyp i1 �Mj 3„i ��+y�ri�Q{ n �onai •� 601dMMo{Yi TotalrL� at uildout . F. 'r0 ect''Traffic Assignment Project b tribi�tiott` Percentage -51` ificant Roadways ' ' Ctegion�ly 8� I ro1ect. Sig it Locations — YrtfetseCdon` Analyses F. Recommended Roadway Improvements Itecbmtnended tntersection Improvements G. Project' `Access Locations H.. Transportation Corridors' Alternative Means of Moving People i C t Y t i M C I - 3�a 2I-2 ( k '4 � C s . N A. Using Map J or a table as a base, indicate existing conditions on the highwa�� network withinthe study area (as previously defined on Map ,1), including AADT, peak -hour trips, directional traffic split, levels of service and maximum service s volumes for the adopted level of service (LOS). Identify the assumptions used In this analysis, itiiudiog a lCr' factor, directional "D" factor, facility type, number of lames and existing signal locations. (If levels of service are based on some methodology other than the most recent procedures of the Transportation Research Board and FDOT, this should be agreed upon at the preapplication conference state.) Identify the adopted LOS standards of the FDOT, appropriate regional planning council, and local government for roadways within the identified study area. Identify `what improvements or new facilities within this study area are planned, programmed, or committed for improvement. Attach appropriate excerpts from published capital improvements plans, budgets and programs showing schedules and types of work and letters from the appropriate agencies stating the current status of the planned, programmed and committed improvements. Traffic Impact Study ' Area A traffic impact study area has been defined for the Southeast Overtown/Park West DRI as being located within Dade County, bounded by North 79th Street on the north, Biscayne Bay .on the south, Alton Road on the east, and West 42nd Avenue on the west. This traffic: impact, study area has been adjusted as needed to include non -expressway roadwaytIlinks which,. carry three percent (3%) or more of the total project trips, and ,Y• ,t' t3 expressway and non -expressway roadway links on which the directional project trips are equal to or. exceed ten percent (10%) of the level of service (LOS) D maximum service volume for each particular roadway link. Roadway, segments , which meet the above referenced criteria have been designated as "significant" roadway links, and are identified ' in Table- 21.E3 as part of the response for item, E below. Map J-1 (found in the map series at the end of Section 21) identifies the traffic impact study area for the Southeast Overtown/Park West DRI. r 21-3 T i° a Y} t } P AOL ..1.. -10 tABLB�ZIA! SOUtRBA$t OVB9t0NNIPAIlt-MBBt DRI lxlstlN0;:1199I) tRARtIC;CONbIT10NS ORONTN WE CALCULATIONS d YYYrii►Orin rat•Yai lPiia*ii`i " ►Yi►rYYirYyriaYrii►iir rYiiiiir ri Yiii Yi iiiriiirii-irYr YY irrYi iiiriir riiriaiY rrrYiYYiYiirririiriYiiriYrYi•r1�r ADJ'D -AD!'D VGA 1990 COUNT; 1988 ' AILS ARE1990 OROYTB'OROVtN S1IASON 199I, TO DIRLANBS SOURCE STA.1 COUNT FACT COUNT COUNT FACtOR pACtOR tACTOR -COUNTS 0AWAT ,' ppOY rrirrrr iirrrr iir irii airrr♦ri rrrr rrirYi iiYri� Yrir riir {1 Y' r .- riaYi Yiriarri •rrYir ,. ir•rrrii Yii YYr iri it iii i iariiirr.....YY. OOUCLAS a0A6 SY 11 AYBNUB NB 6L0 ?DO? $200 82,049 0.986 80,898 14,337 0.951 1.000 1,00 1 �., SO 11 AVENUE Ii95 NB 6L0 FDOT 509E 81,450 0.98E 80,310 91,299 1.06E I:066 1.00 9 i 95 $9 9 StRBBT SB NB ILD FDOT 5039 27,341 0.986 26,968 16,176 0.991 1.000 1'00 k SB 1 BtRBBt SR 2 StR68T S8 , NB ILD FDOT $60 31,172 DARE 30,136 29,105 0.183 1.000 1,06 - s SB 2 STREET PORT BOULEVARD S9 MR,1LD FDOT 6047 30,862 0,98E 30,130 31,273 1.014 1.011 1.00 x PORT BOULEVARD i-395 S8 NB ILD FOOT 5019 37,451 0.98E 36,911 39,42T 1�033 1,033 1.00 _ I, 98 NB 36 STREET S8 MB 460 FDOt 5056 34,807 0.186 34,310 31,971 0.964 1.000 1-00 r+ NB 36 STREET NB 62 StRBBT SIR NB 4LD ?DOT 6060 32,900 0.186 32,439 34,183 1.027 1.021 1.00 S8 BAtSNORR DRIVE RIC[BNBAC[BR CSVT NB 4L0 DADS 650 0,98E - 26,150 1.073 1.00 i . x`SY 21 AVENUE x SB CORAL VA7 SY;21 AVBNUB SY 1Z AVBNUB B8 ILD TAP 0.986' _ 0l 31,; 1.Ot3 1 Z20 ` Y SO lZ AVENUE SO. 15`ROAD Y8 B8 4L0 PDOt 1035 12,898 0.98E 12,11T 15126 1.I12 1.112 . 1.00 ,SY 15 ROAD US I Y8 BB 4LU FDOT 86 10,205 0.916 10,062 10,480 1.021 1,021 1.00 a YB S 8 STRBBt i Sii_£2I: AYBNUB I-95 BE 3LOV FOOT 5090 10,511 0.986 10,380 `.' x 19,369 1 366 10361 l.00 5 t Yd • .. I US 1 BB 3LOY FDOt 5098 - 170154 0.98E 11,505 19,981 1.068 I.D68 1,00 f S 1 STREET 5Y 27 AYBNUB 1-95 Y8 3LOV FDOt 6011 71172 0.986 1,071 11,606 1.335 1.335 1,00 s -�5 US 1 V8 3LOV FDOt 5011 11,550 0.986 11,318 18,186 1i261. 1.264 , 1: 06 t S i } . , 21-12 F k` a {� h TA�LB 21 iA3 SOUt'EEAST bVER1'OVN�PAEt YESt DRt' • . ROADVAt PUNDttONAL CLASS[P[CAt[OMS E; i►riiiY\ia\rraaii iiiiialriiaaiiirii'irs\aiariiiiiiiaa,iiiriii\\ii•aiiiaiii\iaiiiiiaYai♦ i ai. iii\ i Y i i•. IIXtSYCNb TB�R l99! : BXt�I'[NO ��' 1990 PUNCTIONAL FUNCTIONAL ROV PEON t0 LAMBS ;CLASSIFICATION CLASS[F[CATtON VtOtN , • ROADNAT :, ..arm car+raraaiir+a ar•a-rrr W+rs raiiiiaaaarr. ria\i arrriirii �►Yaa rr rrirauwaYlr sraJat.ia+.;.;-, NV`5 STREET DR[DOB 0'°= NM 6.0ENUE. NV 9 AYBNUB 5L .. PA PA Ir96 US I SV 8{ StRBBfi ,: 4L FRNT FRVY, + SV 6 STREET SR.6361t+396• 6L FRVY PUT SR S361i-395 Will IOL Fitt FRVt SR 112_: NV 99 STREET IOL FRVY FRVT - NV 3 AVENUE NN Z STREET ; I.96 ON RAND ILOU COLL ttbs50'*.' V Z AYBNUB: •' - 65': Sti11t STRBBt FLAGLBR STRBBt. 2LU NA `: NA :' FLiOL91 STREET NV 20 STREET ZLU NA NA . Tit V I'AYBNUB FLAOLBR S1'RBBT. NV .10 .StRBBT, 4LU - COLL.COLL { SO' a 4. Hal AYBNUB NA 120' RICiBNBAC[BR CUT S 15 ROAD 4LD NA S Y15- ROAD =` FLA6LBR STREET I LU '; , NA. ' NA 60',rTO'i FLAGLBa STREET Nit StBBBt 3LOV 60'�� a. N =1t StaBBt N 36 StRBI;t 4LU NA NA i yl AVENUE � r rfi�7 FLAGLBR StR66? NB 19 STRBBt 3LOV NA NA T0'•T�' ' B 2 AYBNUB FLAOLBR STRBBt t-396 340Y NA � L, d '.; F � �• vier E` �• - �j4�� t SQL{; ik i }� i �t J ii 1 yiM1 i 3 tA9L8 it -Al 60UtNlist oveiToMPA82 Vial Oki �.. -pLi1NM�b 1�D pl��iA�if9D INP�tlVBNBNt3 �4 ,' j�rii##yia7 #rara•r##r;rY##r#iii#aY##1#ri+�rriiiyrr#riiG#riY###Y'rliilrL-##ar#ifi�-'i#la##'ri::i#r###,#rrL#►:Iairi/4#salYYll#1#'if;l�ril� COSt M1 . FDOt 2t�ADMSi� f!(PBOVBNBNT ` 111�000'9) BlP0N9t9t 1tV VOAa'�AL NUYStIA rtritiiii# ".#�#�#�Y#rr- _rrrr�ir[.3# rr s#yIt�t raraa6 rr#s riir�'.ri±lall illii4ri>raif Add 2 Lt6at 2;81Z �AOY' 1991 6113230 �0 Wo It Avenue 61314 CST ` >? iIM (I 3tteet" to " to 1 Libel 539 C6I NY 12 Street Add Linea 6,2G1 PB 1991.93 ROOt' 6113601 SB 836 S9 82[I82.F1t. to and St 901-95 peaurface Add Through 2 P8 1991•�92 F00t 6113706 $a ISM 36 Street Linea 2,105 90Y 1991 NY 11 Avenue--- to _. SkIlt off rasp LeJeuce load Aeconitruct 100 P8 1990.91 FDOT 61t3169 =--Okeechobee load to - 1 Ltaea and 3200;CST NY 103rd Street Add Center 320 CB[ -; Left. Tura; Line 1 Line 9;222`PB 1991-91 F00t 6123�165 PartTunnelNev Rort,of Niisi to funnel 'Add Z Ltae 9369'car ` 6111111 -9S Saa 9AlL i Al 836 to t 10 Linea 931 C11 So llt Sa�9Al[=93 Add 2"Lenea8,998A6Y ° FDOT 6111iiS E, NY 58 Street to to8 Lines 16,130 CST =11V95 'Street 61�1111 at 901-95 Add Through 313 PR 1991 92 gDOT NY=1291treet'to 13,867 CST NY lSl Street _1. 10361 CBI 6111892�S49A)i-95 =: „ ; Caaakrutt . `106 vtg. :T 1991 92T � � DQT ' E: MM 151 Streak to NOV fllovet 950 a0Y ., Sout6ot SL960 lad Add 2 12,Qt0 CSt = T. Lines to 1,851 CB[ 4 '� 8 Linea 5 M1 i. GS 3ti NY II Street Add Z Lines 30 PB 1990=l1 OADB CO Nf! � P 1 NM 10 Avenue to - to 2 Linea 10 C6[ , 1-95 130 CST f sfs Convert 01e AD fB 1l90.91 , DAOS;YI;OfIt MY it Streak 10 CB[`a1= Mai Avenue to Val,6tract x 8i��elae 8oulevtrd to Tva Yi1 100 CSf f..T..w...�ww11......f......•.7..s•wl�R-•!--}.s.wse-•r•w•�••:-f1�..1•sewe�NTf}*wfr. .Rw.2... flslws .s�+�esAR Sf�wlQe fl R,¢R*.,� 21-10 ty R # - t k s- 1 it ' y Provide a projection of vehicle trips expected to . be ; generated by this development. State alf sumdards and assumptions used, including trip end generation rates by land' use types, sotttrces of data, model split; persons per vehicle, etc., as appropriate,, etceptoble madsodology to be used for projecting trip generation (including the Florida Staudard urban Transportation Model Structure or, the Institute , of Transportation engineers trip generation rates) shall be determined at the pteappikation coderence stage. Proiect. Trip Generation The Southeast Overtown/Park West DRI Is currently in the first increment- of a,. master/utcremental DRI consisting of three increments._ The second increment is envisioned as, a single phase project with proposed land uses consisting of 2,000 residential dwelling units, 71,700 square. feet of commercial space, 500 hotel rooms, 337,000 square feet .of office space, and an: attraction/recreational land use equivalent .to- an 8,000 seat theatre..,;. The number, of project trips estimated, to be generated by the proposed development have been calculated based upon accepted trip, generation rates from the Fourth. Edition .Trip:, Generation . Manual published by, the Institute of Transportation Engineers (TTE). ,, , For z. compara{ive purposes only, rip_generation for the proposed DRI has been calculated:using tZ two. m thWs. 1 ITE formulas according to the number of w � , � , , B - d eWng._uruts, number.kof;u. =, hotel rooms, the number of thousands of square, feet of commercial and . office land u� S development, and the number .ofseats at an attraction.: and 2) FSUTMS• generated jUps: 4 ri based upon.the number of .dwelling units, number of hotel .rooms, the .number of employees 1 S d t f in the ,commercial and office land uses, and. the number ,of seats at, an attraction.,, RThe s E ^' o number of employees, •is calculated using-, employment rates„.from; the ^Consolidated (! Application for Development Approval.(CADA) for. the Southeast Overtown/Park:West..DRI (July 1988)t, k w, $< 1 _t a ; l 21-19 44 It yf'al "4 J S rt+ e riyfi r S i s�� ; _ +� � k �C k � i_ `� ._ _ .� r C try gatimate the ieternaVextewnal split for the generated trips at the end of each phase of developmmt as identified in (9) above, Use the format below and include a discussion of when aspects of the development (i.e., provision of on•site shopping and recreation f dlitles, on -site employment opportunities, etc.) will account for this internal/external split. provide supporting documentation showing how splits were estionted, such as the results of the Florida Standard Urban Transportation Model _ Structure (FSUTMS) model application. Describe the extent to which the proposed design and lend use mix will foster a more cohesive, internally supported projects InteMal Trip Reduction and Transit Modal St) -lit The Southeast OvertownlPark West DRI is proposed as a mixed use development, Due to the inter -relationships among existing and proposed land uses contained within the development site, the direct application of ITE rates to calculate trips will overestimate the number of external project trips generated. As indicated in Table 21.B4, the ITE trip rate analysis was prepared using an estimated internal trip reduction and transit modal split applied to the calculation of ITE generated project trips for the proposed land uses. The internal capture rate was based upon the Fourth Edition ITE Trip Generation Manual. ;The lot .. transit modal split was extracted from the CADA. Table 21.C1 has been prepared to summarize the daily and PM peak hour internal r and external project traffic split, based upon the results from the FSUTMS model runs. k For the daily and PM peak hour atthe increment II buildout Year 1999 of the protect; the FSUTMS generated internal capture equates to 606 daily trips and 54 PM peak hour trips. y At Increment H buildout, the net external daily trips (according to the FSUTMS model tun) equates to 17,052 daily trips. The net external trips at buildout for the .PM peak .hour k r r+ i equates to 1,526. 4' i } 21-26 r �a S gg ti t 'w ,L c D. Provide a projectiog of total peak hour directional tral`c, with the ii, of the the area at the end of each phase of developtnert� tP ` highway ►tetwotrk within study and these proles are 'based on a validated PSVTMS, state the source, date If standard triode/ is available network of the model and of the TAZ projections.. no is used, describe it in detail and include '-- and some other model or procedure dacumeutation showing its validity. Describe the procedure used to estimate and in lit buildout and at� interim distribute'traMc with full DRt development subzones the effects of any new road or, t phase -end years. These assignments may reflect which are programmed in adopted capital improvementsprograms s improvements comprehensive plans to be constructed during DR[ construction; however, the I and/or inclusion of such roads should be clearly identified. Show these link projections on maps or tables of the study area network, one map or table for each phase -end year. Describe how these conclusions were reached. Background G owl The Florida Standard Urban Transportation Model Structure (FSU'TMS) has been utilized to project a background growth in traffic volumes for the development buildout year for Increment H. The socio-economic and roadway network data for Year 2000 were used in analysis. The data was provided by the Dade County Metropolitan: Planning this Organization. As further discussed below, the zonal data set was modified to. incorporate the committed developments within the 'study area. Committed Developments To assess the impact associated with committed projects within the'traffic`impact County and local ' government agencies were contacted in venting to study area, various gather information regarding developments which have received preliminary development four hundred (400) PM peak hour trips were approval. Projects generating in excess of considered significant, and their impacts were included as updated committed development data contained within the transportation analysis zones (TAZ) within the project° area of influence. i' 1 i x t 21-28 z: �x ti f .r - r,*1+yi f till 21IIA s1u�H%��t- 6u�atorNr►aa� rt:11 ee� , SNAI ill! t11411 VAp111M t6RMIS64 ` .DYi�iYrriirririrrrrrrriCririrY.YYori•LLr.Y.i•rrrirYY•iLr.iYririLiLriiirLYrr.iiiirr.rar.ari.LiY NUL1t �1111F•.6iiELOIN UN119 HO1El ANO NDfta UN1tti. ( LiirarLi.raL.Lrrirr.rrirrr.ri.Li►rbriaYY•.LrriL...irr rYr•'.►rG.r►.Y.Y.LariirrSi.r•yria•L• 101AI UNltl ' OCCUP1Ci 10A1 OftUPAN1S NF 0U PER1 tOP r.rr.s•..r.a - .rair.rrr airs_. . +Yrrrr...ar "•• .r.....Lr r.ra ........... 1 -16C 00f. CH16 14C CHNS .. 1bC OOf- �HN6 20NE . 00CHNG LONE 1bC ;, .04F • L rl it lr.ri Y •.• ..l. • ,'. . ili.. rrYrr Lrlr -.♦ r.Y rrriL rrr.r r Yr Lr r .e01 2S ; -25 i1 •19 l9 119 i 112 t11 291 !Q7 600 600 49 19 169 69 iB3 fill ttt •i60. 19 49 611 904 •140 bll < . bll IU1 114 951 412 31T 19 �4 Ill 302 •1151 �93 ; 111 11! 11t0 319 19 l 303 -825 126 113636B 19 t20 l20 _ 1 19S ; ; 161 140 -21 I70 11/ •21 lS3 ,; IS3 �9 tb 16 196 , 3S 3S 18 11 2l 2l 18 li 497 119 141 10b t06 19 19 U9 11T -32 141 .ISI ISI 19 19 90 70 -20 S03 „69 69 69 20 -49 90 40 t , Y � 506 • $12 51s 10 -T 231: 230 49 19 119 119. $21 ,202 ,f t02 202 55 -U7 , 301 ; 301 _ �11 19 23S : 23S to S29 - � 4 5 130 131 1 $34 1111 :ISN 111 191t 2130 ' 111: 130 ; 1Z2 .. ••9 62 67 5 10 13-;3 �I13 .;.47 ,ltf 1�16' ,�1�.� �lOr° ;!0 ,- 63 61 <130 41 l69 13 �31 ;2;;0 14 " 69 ,: 166 97 19 19 5! s 709 lib 710 49 t9 169 16! ti 71d.�I12 254 25099 19 141 tll Si _ 12., 60 .:. 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J`�-+�.��, .�,•. � � 1 Wit 21341 341tAMI 40060 401 it 1i►1° f 11NIil AMAC1164 MIAM I iiitlr•iLiaisiYiiYiiwitliiiiitlr[ri.GaiiiiilYriiii[riiiiYrGiktiiG.iiiiitiiiriiiGiiiitliLYi 3CNbbl `, CbNN1RC111 :. -.ERV� tOtAl ENPl41AtNt tNPl01NENt ENrlb9NENt ENIIbItNENt tout 16C 40F URI— lit OOF CNN@ o4C 04F CNN6 86C 00F tNN6 3irarr 34i. i. .....Y b•r[tl .iriri iLNr iiitr Liirt .ii siLiiG tY•L •i'-3trri u•YL +182 loot AM23 2530 2b10 1l0 I9f0 5105 131 414' ' 100 86 �81 "2160 2150 2051 2bo1 33 4641 404 33 101 25 49 24 2 33 ' 2133 24Se` 2411 24 +14 69 93 11 70 14 14 494 15 I'll614 124 220 96 141 901 110 lal 8 1 11 11 19 74 442 444 740 210 A55 1591 734 2701 1774 1073 04 its 1200 305 2100 3233 toss 3184 $i74 1190 414 ' 033 ' 1204 161 444 ' 2221 427 ; =i14b 4871 1419 14S ` - 47 104 S3 ` 354 -700 42b 521 ` loot 47 - 496 2BY 310' 78 371 `414 210 °<031" 115! 311 411 2t3 23 l0 111 120 303 411 110 3!3 43 102 4 521 604 In Ill 784 tlf S03 41 170 79 115 221 '113 ' `301``$40 192 ` 104 Al 50 4 19 223 114 ' ` l61 ` 347 143 107 tot 1010 979 264 1231 4N - S06 ' `45 206 l 707 726 l9 lilt 1100 20 ill 440 440 loot loft 2311 2366 5l2 1056 1436 slot ' slot 4l03 N4S _; 513 160 $60 3470 3670 4351 1356 514 123 227 104 441 lilt 6t0 712 loll 114 sit 1101 `f00 `]00 1189 loll +i1101 $16 l35t.,� S b oil too 1507 1541 ` ' �l7 sqa io S0 140 '104 = - 40 " 1503' 1513 11 5t8 A14 840 2444 2444, '' -3721 3721 9@0 4500 `1500 561] $467 ,R 524 I3 3522 3230 7161 4715 3234 loot 4711 _ " Sc1 " "YS4 254 d10 140 105 401 523 180 114 = lot 2211 2t60 ' ` 160= = ; I500 2340 $2/ 11 ISO 114; 231 2216'2050 111 2500 ` 2214 $21 ` 3l0 3t0 1130 2120 1091 ' 1115 3035 1091 1230. 1444 210 1230 1440 210 ' 529 31 31 72 113 41 113 164 41 530 '2i6 261 fit - 1161 700 1311 2011 704 174 170 531 I10 414 1740 , 2130 :1110 2211 3401 1110 S31 �410 .111 471 471 1051 10S1 535 = `' 37 ' �� 31 : ° 1' 133 ' 131 S 190 ., 111 : < 1 lot 710 tl 749 : 710 ' :712 t AIR= 2565 -IBS ' loss ` 4150 $17 710 = ` 11 " 250 211 ills -'loll 2796 Solo YSl3 711 s Y3l4 2340 ` , 141 2500 1331 712 "tYRO "`3210 - IRS10102 �` 4577 " 0l]3."' 142041 lots `> _2500 731 I1 im r "' 1001 2lSO 411 ltl 333 �Y >314 � ` 1b34 " 1531=, 2 foot ° lolt' 715 ' 2I0 210 loss 1853 � `Z23I 2111 R41 y; its, "tool* 1 t1 tl If • z 49 1164 lilt I 1lsS ;' 1121' 173 1st 1t11 { t'j 114 .;140 its it0 t00 , 200 4!1 4�0 •20 111 941'•21 :"�"` lRRTAR ).RRRR! RRRM KcRlRR♦ yR�ltRl.; 3!!)R!e`f►R!!!f �!R►+MR !!T.lt OwRR! !l�t/f !-!!R .. � f �'j, 191is �S']t 4piT 61711 1311V 31116 151M'.111112 ` 311i0 3114 104t 1241 R'�lIpRRR!!!R!!}•)��T RfkRlt Rall.�ttlElLltlR :: ,, t`RIRRRRR!!eFlIHIRRrk;IfSRRtI•e!!)Jp!l�Rl�1llRM��11 ?9q} TAIU HAD SbUiNEA3t bVERtbINiPbRk YE41 IRE • tON6l_ IEEbitEEOiI VRREbILt UfIAEE ., . v iaii awY aGai iwirriiiiYriYairariiaiYaiaiiaYYiiiiYLwii YiriiYYYa Y iiaaraa►siaria „ xERYEt kidi total. scaol ��11�CbrNENt ' �11P1b�11ENt . ` ENPIOthENt , • ENIOIIAEiIt _ .. I . v. - riirir LiLfi L 661.rr rra riGa rYrrwi rw1i► YiiirYrraiiiiYari ZONE ;OCt ENN `, NEY 011 COtt NEV Ott coilNEI' bli CRNO `NEI i t .. , •. waYiaLrrr �41Z " �.21ir ��r2 14. 2132 Y iri rii •rai 172 3to9 ��lilg ri rWir iiirrYrrrr i233' 304 2)0 .: r 770 _ i423 '1614 .3t3' Ig3 �130 `<' 2150 2119 201� '` 1671 leg ly `' ` t133 2133 2402 2412 ig9 83 g3 04 01 194 , 0.9 :: ' ' 619 220 `;' 220 908 tot .. 191 1 !r 11 �I 79 39 192 700 100 1591 ' 1594 3774 31N 03: 1240 270. 1474 3233 1736 4969 5174 2406 7110 Ivl 1200 -N1 M 2227 : 3g ` 2265 ' �g1S i156 1714 195 IQO 104 784 780 1000 1400 -; 496 611 191 223 26 249 $20 114 634 774 140 910 148 `:'IOZ; 26 ` 128 6g1'•=}' 111 798 186 140 9Z6 501 174 26 In no 114 342 500 110 307 110 614 Nl- Zb. 76, . 223: lll, 3.7 .:; $05 117 26 133 logo 114 1194 1239 110 137 106 206 26 . 232 7,26 _ tll . 110 1100 UO : 1210 Sit ' "990 , 990 1000 ` tool Z366 2366 $lt-,1056,. 3t04>: 381 ' ; 3481 4401 164 • -; /111 !':� = =� �;,;BAII.1t11 8 648 3670 381; IOSI 4316 169 4125 $11 S15 1101 B8 ` i119 ,40 3g1 1911 1889 469 2351 116 . +3S 8B .: S23 900r 31l : llgt , lS0) 169 4 •1916 _ .; , G , rl7 SSO ``18 63g ago`" 3g1 12:1 159d ' 169 2062 S18 110,. BB 421 Z444 301:. 2825 3126 164,, : 1491 . - `70b'8" 4504 38E'`= 4691 $661 ` 169' 6136 1 ` 520 35 88 ..123 1965 311 8316 8000. Ib9 1169 M1 a,, i 521 Z51 ""2 SI 610 ' 640 905 ° "__ " 90S •" ' $23 184 180 2261 2261 2500 : 2500 j , $21 . fld `i10 ' 2281 :.. S2S 3l0 314 2620 2620 3035 3035 r 1 ,1 r f • 10 11% '''144 1110 5 SZ9 31 3l 11� ll3 l61 161 ZON - 010 I10 1.3 i 530=``''266 t' ' 266 1664 w 166p 2019'' $31 414 110 2931 2930 3106 3106 4 s �. f � x k I91. ` ` ... • •!7t �, 471` ' fOSI . • ' ' lOS1 a: �' : f . S35 31 ,�91 31 t31 131 196 146 ' 191 421 1217 4 F k I6S0 Td2 70L a.2SbS 25�5 �6Sf 111 2S0 251 4611 1611 5040 '.. loll' �11 t 311 ;II.,a°2311 2151 • 1)T6 2Sf f 2111:� . 3311' 112 2S4f 1191 10112 14612 lI200 11241 711 111 811 710 751. 1111 flll 114 :111 1211 : _ '. . .. 711: 3to 314 lS32 1132 lol 2411 1V 70 2!0 2t1 1151 IIS3 2167 2117 �kl. 116 t21 120 11 11 Zi 29S h 711 20 20 ' 116 1f0 211 .. 20 r 121 1 t1 1121 1628 !62! 142i $54 1$12 r 7tt 21f 211 613 a3 f1s� 120 210 Zf1 Ill All f!0 910 3 r fTT#}r swff!! iflw#f lfTT!! Tf!!f! Rw#!w}! }!w#!RI !}}!Rf} lwRT!!T !#!lwfTlR! w!!! � j♦ 21911- 1711 21107 91121 11Ill 111916 `129722 1.193 t1g4;1 111t ;1161 616t 3// sF fia I n j t i p t e i ,�, y�'x:�°€ Fly. 4� •• ` t 9 t i t f ii i I - 'y + i direcdottal project trips, divided by the total PM peak hour d!mctlonal trips, 'md -(2 the, 3 + i percent impact of FM peak hour directional project trips, divided by the PM peak hour ` level of service "D" roadway capacity. ,: ' Roadway deficiencies as a result of the proposed project have been identified on ` r Table 21,F1 within item F of this transportation section. The project's propotttional share percentage, and estimated costs to eliminate roadway deficiencies, have been provided, f where applicable, Map J-5A, J•5B, J-5C and J-5D (found at the end of Question 21) have been prepared to illustrate the roadway levels of service outlined in Tables 21E1 and 21126 " ' Map J-6A, J-6B, J-6C and J-6D have been prepared to specifically illustrate the link by , link project distribution percentage and link by link number of project trips.,:., f{ L Intersection Analysi8 Intersection capacity and levels of service have been determined through the ,use of the,1985'Highway Capacity , Manual (HCM) and the related Highway Capacity Software ,T«r ` (HCS)a. Iritersections critical to the traffic study impact area have .been identtfted as the; ► major intersections within the project area. When the I�SUTMS .model is runewith .transit I network, the - traffic will be - redistributed. At: that. time the; list of inters"ecdons wtll , be • 4 — ` expanded to include 'those on . both:, ends of significant, roadwa links -o rapn _ below LOS �i y P S j( D. ;„The following is a. list` of those' intersections which were studied through the DRI ; Yx. -; process: NE lst Avenue/I-395 west bound on ramp F 1�) NE 2nd Avenue/I-395 east bound off ramp {. 1 4A s US 1/NE 1"1 Terrace i NE lst Avenue/NE 6th Street' { 21-41 t r i ei $r 3 gy 3 y z�4 } t xt y. i '• . 2?¢ S `" 1 .e. t .•. ; :: - .,D-i1 ',',.e4 5 v,.A, I�NA' R _ ' rA9tp 21,E1 SOUtNltA9r 0�1tIpr0NifiPAit 1 st bit I{` ' t:Uruip •ti��ICp011110 �iA1?pCC CONDCrCONS 119991 , liiiaY it iLri i•iG iiiiiir aiii•iGiiii iiri GiiaaiY•iYiiiriaiiiirr iiiiiirYraiYiiiiiiiii •iiii Yi YYiai �; Yii iif iaa Yi:i YriaLiiLriiYii•ii,i PBAI PEAL J 199� 1999 rpANSIr .:1901 Ulu ID, look:, Los D �EOUi re bit UNES ECIGND 'AC1'011 BCpOND RAMPACrOi VOLUME • C��ACtT� _"` ioedr�l Fco� crYr.rrr r. irri •rirrr rrwi i►r rsiri l.• rises [� - k, -- '. '- riii•4ryiirr •:i Garr:•Lri r•riar Lrirrr•r•+ •airu•+ sri riir irr i•rLi •.. " • NY 6' SriBEt`8{tCDCG t. NY 8 NV 1. AVENUE NB .6L 48,419 0.911 41,334 0.081 .0365 140 zE ,AVENUE SB 0.436 t,130 - 1,13b ,E US I SY 8 STREET `, NO • 4L 106,758 0.919 104,303 0.084 0.435 1,8ti. • : 3,i10 E .. SB 0.616 1,960 3,11D F SN I - IT SR 83611.395 NO 6L 219,111 , 0,911 - 211,868 0.080 0,435 T,411 S,61b '; F ; 91111 6,510 F S9 0.566 `: SR 83611-.395 5R 112 NB 126 260,813 0.971 254,824 0.080 0.666 111519 11,110 ; E S8 0.435 8,868 11,140 C Si 11Z NM 19 StREBt NO . 10L 269,813 0.9T1 2631017 0.080 0.566 11,915 . SR 0.435 . 9,11 9,280 D . t NV 3 AVENUE NV Z"StaBBt 1-95 ON RAMP N8 2LON .'Z6,T13 .921 0 24,603 . 0.084 1.000,. 2,061 1,160 1 f M 2 AVBNUB. "SV',71 STIIEBT A NB =:26U 0.090 0,565 1,201 710;; F x . FLAGLBRASTRBW", NM 20 STREET NO 2LU 19,157 0,921 18,196 0.090 0,565 925 T16 F SO 0.435 712 716' B V i AVBNU& NY'10 STRBBT NO �6U 30,360 � > 47,961 ..1,084 ,0.565 1, 3Z7 1,3Z0 FLAG�BR STREET _. z << . _0.921 0,435 1;OtZ 1,320= 5.�0 S8 AVBNUB l 11ANI a[CIENBACIBR CSY1 S 15 ROAD NO (LD 20,721 0,911 19,628 0,081 0435 T11 1, 59Q D , 1 SO 0.565 932 1,590 D ' 115,100 FLACLB� StRBBT NB ILo 35,352 - 0.141 33,419 0,084 .;0.435 _ ; ,1,223 �r ,Y 1,590° :., ;. n. . t .: S8 0,565 1,689 I,S90 fl s. [, �FLACLBR�.StRB61' N 11 STREET 38 3LOV 14,953 0.921..;,'13,772 • 0,080 • •. ..1°,000 11102 E, 2,830- ,. .. N 11 STREET N.36yStRBBT 7. , •.. N8 ILU 21,660 0.938 23,131 0.084 ,T. 01515 1,098 1,590 D , w SO 0t41 B:1 AVBNUB _ NB '26145�3 0.921 21,363 ��; � • ;� � � � �. � FLAGI:84`StAB9 NE 11 STREET 3LOY 111024 ' 0.080 1400 Z,16Z 2,830 FLAGLBR STRBBT 1.395 S8 340V 29,342 0.921 _ t as 1R `1 3 w P 4i va �14r t.. .3 s • s� q R S E ;i TABLE 2t,B3 O ' SOU1N IAst OYBRtOVNlPARt ;VEST bit LJ f utURB tOtAL TkARRtO CONDMON1 t 1999 iiiii♦iiiii Yiii ri•i iiiYiriiiG iirr'i rYiiiYiiiYiiiiirii iiriiiiiiir iirr Yrr ririiirrrii iiiriiriiii Yii iiYY iiiiiriiiiiiiYiiiilii PIAt PBAI T01AL. PIA1, PN PBAI PROD %' HOUR 10 PBAI . NOUR PIAt ..; 1999' HOUR tap$ P104,PRO1 DAIL1 'Do NOUN, LOS'D' NOu�;.` DIR LANES YOLUNl1 DAtLr TRIPS TRIPS RAttO FACTOR,VOLUNB: CAIACIti L06 Rb�d�ri8 Noto Yiii iii iriiY Yriiiii r►iriii rriii iriYi iri►i iirrii iYi riri it iiiii{ irir 4 iiiYYiii riYriY LYiiiY iiiiriiiiiiY�riiiiiii ON 6 STRRRT BRIDGE NY 8 AVINUB ` NY 1 AVENUE ' NB 5L 2,21E 2,284: Zi110; 881 6.2% 31 0.081 0,565 B 5B 1,130 42 0,435 11112 11130 f, t i95 Us 1" SM 8 StRBBt NB IL 3,811 781 1,6X 33 0,081; 06135. 3,814 3,710' B, 0,565 1,981. 3,110; P� SY 8 STREET sR 836/1.396 SB NB 1,950 6L 1,119 31 1,46E 8.6%, 0,080 sit 5 5B; 9,112 70 0,565 1,181 5,570 f SR 83611i395 $R itZ NB In 11,518 1,011 11•,1% 98 01080 0.565 11,611 11►t10 B 0.431, 8,963, 11,1401 C: SB 8,868 85 SR C12 NN 79 STREET NB I0L280 11,915 2,019 11.9% 96 0.080 0.565111,012 9, P, 91261 9y260 Dt 58 9,174 85 0.435 IV 3 AVENUE MM 2 STREET ,` 195 ON -RANP H8 2LOV 2,067 733 1.3% 66 0.081 1.000 1,132 1,880 F Y 2 AVENUE SW i'STREBT fLACLBR STREET NB ILU 1,201 222 1.3X 9 0,090 0 .565 ; 1,21E 110 ..F 910 .t�.. w'ilY 20 STREET SB NB 929 2LU tt 0.435, 911 5.1% 41 0.090 0.565 966F- FLAGLBR STREET�t • .925 112 46 0,435 758 116 B ••t S8 �r V I AVENUE¢ FLAGLBR STREET - NY 10 STREET 18 ILU 1,321 597 3.5X 25 0,081 0.565 1, 35Ej l,9t0 B SB 1,022 28 0,135 11050 NIANG AVBNUR -' NB ILD 111 68 0.1% 3 0.081 O 436 120 1,590 D - RICIENBACIBR CSYi S 15 ROAD 3 0.565 935 t,590 D 4 ;=S 15 ROAD SB FLAGLBR StRBBT NB 932 4LU 1,213 321 1,9X 14 0,081 0.13E 1,237 1,5,90 D 15 0,565 1,60 1;59D B S8 1.589 FLAMER STREET N I STREET SB 3LOM 1,102 4,331 25.1% 388 0,080' 1.000 1,t89 t,830 C; y N 117 StRBBt N 36 STREET NB ILU 1,098 597 3.5% 28 0,084 0 565 1,12E 1 890 D- 810' 1,590 D' SB 815 25 0,135` FLAGLBR 5TR681 NB 11 STREET N8 3LOV 1.919 11331 25,1% 388 0.080 1.000 2,337 2.030 D' r F B 2 AVENU$ F1,AGLBR STREET 1.396 SB ` 3LOV 2,162 1.621 17.1% I11 0.080 1,000 2,575 ;r 3 w$ iA F$h ��.�!• . or IA th• Woo It 004 nl #fh)* � s f k S,; d4 Ffi� r 9.1 ate. Cy�g f 7i bt slm, MILE 21.0 SOUTWCASfi WITOMPAR[ VEST DRI PgOJt~Cfi Tq[P DItTRIRUMM AWD'StONtFtCAWfi 30ADIiA�t LtNCS MR 1999 fiOTAI, TRAFFIC iarii••ar•i:Y4irr:ii•YCY:ri Yrri pyy FF `■ 7( iYfYit•iaH rYrr YYfarirfi r:iYi•:f �i iYYYYiY i1a-:f it fiYrirrr r••rrr•i rrf Yii•rXYtiI, AyT`bFr'r •�r tNPACt��F� PRbJ TOTAL PC OR PH PC NR DIR ;.Pit PC 1tq ;btR 3 TRIPS PEAC PC bta PEAK PROJ:TRtP31 ; PROJ,fiRtPS� PROJ PI NR HOUR , LOS D HOUR SICNtFICANT TOTAL PN PK OtR XA+1B' DtRVOLUN6 CAPACITY-LOS .. ROADYAY Nq DtRfi1tIPS LOS +jeoe To Rdedvt' F ••r• i. rrr'.ri rir:•: rr. i:iYf .i, rrrri•+rr rrrY ism• a. r uY ir'YrY •rYYirri:YrfiaaYr+rr•+•rri•rwirrYrra ii..i rrrir r �# NM 5 'STREET BRIDGE 284 2140 E NB 5.20X 31 2, , YES 1.69Y 174x NN 8 AVENUE NY I AVENUE 42 1,112 1,430' F YES 2.37X SB x, SN 8 STREET NB 4,60% 33 3,844 3,110, E NO US t cg .. 31 4,981 3,110 F NO 0.82x 1.1t% SY 8 STREET 5R 8361[•395 NB 8,60% 6Z 1,539 5,510 F 9,18Z 6,610° F N0 NO 0.11x 1.26x , SR 112 S8 10 NB 11,90% 96 11,614 11,140 B NO 0,63X 0.86x 0.11X. SR 83611•395 85 9,953 11,140 C NO 0.95x SR 112 NM 19 STREET SO NB 11.90X 96 12,012 9,280 F N0 0.92%. NO _ _ SO 85 9,259 91280 D r= . rr NM 3 AVENUE NB 4.30X 66 2,132 1,860. •F 1E5 , LOW3 53x NW-2 STREET 1-95 ON RAMP Y'Z AVENUE ,t"i 1.30X 4 1,21E 710 F NO 0.11X ;.,SY 1 STREET' ..,•� F�A666R STREET NO 940 . 110 .`F NO S8 :11 NB ' 5.10X 41 FLACLER STREET NY 20 STREET �66`-` t16 B 46 58 YES 6.08X S8 Y..t AVENUE NM 10 STREET, 08 3 50X; is 3Z0 E YES;• 1.865 1,90X' 2.70% w Z,T ti FLACLER STREET S9 28 1,050 1,3Z0..;D i6S. , 44a N[AN[ AVENUE '- ,, - :. 3 1Z0 1,590. D NO 0.40%-y_ � 0, #BX RICK6NB�C[6R CSYY S`15 ROAD N8 0.10X , 935 1;594 D NO 0.3Sx 0Ozs «:S`15 ROAD FLACLER STREET SB 3 NB. 1,90% 14 1,237 11590 D. NO 1.lOX 0,8 X NO 0.96x 0 lIv SO ° 15 1,60!'- 1 590, B 1,189 2,830 C ES, 26 03x 13�u1Q11 FLAOLER STREET N 17 StRBET SB 25.40% 388 �.. r . . N 11 STRBBT N 36 STREET NB 3.50% 28 1,116 1 590 D BS 23 25 810 SB 1,590 D Its, �r Sit AVENUE STREET N6 II STREET N8 25,40X 388 Z,3�1 Z,830 0 10x YES 16',59x l3� x i t .. f 4AOLaq .. ' v 1 Y • PM e AVENUE t-395 SD` 21,iQ X 4t1 2,SiS 2,83o D 16s . mosx f= F1.ACL6R STREET ; ?I se We;: to the hotee et end of W1e. t x� x� 1-t S�Y .i t iE tt 1 pia t � 5 • 4 r 54 {rElf.' III�WW�+��VaaYi��lll WW TABLE it aB1A BbUTbB�ST OVBtbYN1PABt WBBt bit PY NbUa [NTtt86CttbW 1`NAP9iC .p8111t iiiraaiariaai i•♦rriaGiai•irairirriiiaaariaiiai•iiliixYiilaayiYaiaYi ialiiii aixi ixrr rirY ali iYai airi JUNK PACTOIRD 1991 DATA till BCWOND DATA till 1bTAL ,DATA ' •ii+••+YaYir•ri1►+ aiaa rairriYrr •ir• 1xti+r�iriaii♦i�Y 1991 NOWT., RAW tic'. APPI., VOL TMC VOL APPN►. VOL TMC VOL, APPRl, VOL TMC VOL INTUSBCTtON Yiiia Gi Gia +•Yriirr iiiailiri irr•ara Gairirii• iariaaril••1•i r+xY•••ra rG•ri rrirxa+r 1rr•+i M� t Avl:e�c•a RAK? Y8L 510 599 516 1345 1113 1394 1310 YBT Z 82 64 YBR . �� : ; VOL, 331, 334 600 692 till 1250 830 2337 1501 N8T 601 941, NOR, 1.395 RAMP BBL 0 BBt; 385 811 369 1111 1066: 2311 BBR: 419 423 1161.. 12t0 SBL 48 46 223 266 SIT 3911. 449 403 1161 1939" 2515 13090. 0 b 6ea. t US l ! MR It TBRRA66 1D09.: 1219: 69L 518 5Z�- .ua. i3 SIT: 511 0. till: 0. 1311 53 54 103' l28' =• . :. NIL. Z06C 0, 1361 2731 180! 3303 21i9" NBT 13l8. t NBA 695 101 930 1114 ; Y, `., " 1 8< 10 SOL 1 SET.. �015 loll 1014: 1105 2091 1553 2543 i 0 },. I46 1 AVB ! NB 6 St 0 r I VOL .0 i16 6i9 ,o us 0 toll 4W 1156 1iBT. I,L M3. 400 631 68t ; k 1484 68 69 163 196 f;: 11Bt 113 819 1A1 1l14 118,E 233T� 2t44� gel y t Y 1 } i A�� 4 21-55 F." u 5 S - t 'U{AMfi�a a i ..e a r xin t �P t { - a fiABLB t1,84R �: n SOilTRtABT; OVRRTOMPARt VBBT BAI " Ad Put NOUa INTRRSkCT10N TRAFFIC irii.Yrir+r aaiiiiirrili+a�iirr•a+YiYriiYiiirir•i iiiiri,Y ji YriiYiiai Yiiiiiriiri . is ai+ii ii JUNK FBCTORI;O 1991 DATA 1991 OCIGNO DATA 1919 TOTAL DATA .1991 +Y ii lair►++w ariaiY +iwiaiiriiiilriiiY +Y •rrY iiri{ir +ii+ :' [NTBRSI<CTION NOWT RAN TNC APPR. VOL TNC VOL APPR3 VOL tKC VOL AM, VOL TMC VOL ♦+r rrr+ri r+Y.+++ +r iair++a iwr alit • 'iris Yaa irairaaaara+rairir ---alai rrrr+lira iaa+++Yr N NIANI AV8 8 N 5 ST ; ROL 0 0 0 0 88T 651 802 664 1830 2311 1705 1411 88R 131,; 138 488 Z94 SBL 96 91 226 305 SOT 113 414 371 110Z; 876 1481. 1184 SBR 0 0 0 0 N NIANI AV6 ! N I ST VOL 46 46 195 199 VBT 196 144 198 1027 632 1037 840 VBR 0 0 0 SBL 0 0 0 0 SOT 223 311 225 1101 798 1489 1018 SOR 85 86 304 ill ...,Fw.. --•- ---- ........--•-- .a.-. ..-- ;y. ? S 5�i 7ix, 5f .y 2 t r, 21-55 In INS�� '�3 3 — N' ti4 45 �i ➢y e ol D: $OU"tBtASt OVg11'OMNlpA11 YES' 011 �t�NAtIE60. CNTBAS�CtION t6VBL$ Q� S��ViOB - -, ' At ) w.) ww.•i) iw)rr •w )ir • iw�iw w)wi♦ i ♦)iww) •ii ,1 � ' 4 " . ' 1499' R0�'-fit 199i 1�9� ifACrOgOUND' 111 /1111 i /i1 1!__ 11111IIIG111 i11 p AN �d ��l�ras�tt� pN" AN ..�A. i.: ":)�..�)i •ywiiwii rwi rw)w wrY.)ai ... ` ;t y _ NG I' A ! 1 316 RANp i tlt a'Avs ! -lotRAN? US 1 ! NB it NIA C r NIA F NIA NIA 6 ;` NIA N/A 8 NIA C N1A NN J AVB lNY 6 S1' C got N6 2 AVB ! NB S St B : NB 1. AVB ! NB 5 St N NIANI AVE tl N 5 ST S C NIA 8 N/A b NIA NW 2 AVB ! NM 3 St NIA A N/A` C NIA US l ! NB ! St yt � M OUR AVE ! M 1 S! 8 8 C j t g NIA C - NN Z AYB ! NN 1 Sf - _ .................. ww.•.w.......•.wf .. ...•rw.. •ww. ^Not .w• rww• wr w• * " __ Applicable NIA x= s ' f { }`�✓ U w S rK %1 f 3 Em� .$$ � 5nttra re i � Based on the assignment of trips ar shown in (E) above, what modifications In the highway netwook (including Intersections) will be necessary at the end of each phase of development, to attain and maintain local and regional level of service standards? Identity which of the above Improvements are required by traffic not associated with the DRI at the end of each phase. For those improvements which will be needed earlier as a result of the DRIo indicate haw much earlier. Where applicable, Identify Transportation System Management (TSM) alternatives (e.g., signalization, one-way pairs, ridestra ing) etc.) that will be used and any other measures' necessary to mitigate other impacts such as Increased maintenance due to a large number of truck movements. Based upon the project distribution as generated by FSUTMS, the roadway segments and intersections which are anticipated to operate below the adopted level of service standard have been identified for further analysis. Table 21.F1 has been prepared to specifically identify roadway deficiencies as a result of the proposed project. The project's proportional share percentage has also been provided. Table 21.F2 lists the improvements necessary, an estimate of the cost for each improvement, and the Increment II proportional share cost. - 5= Ait LP 4 vz 4� t uhr� ., 45 21.61 f `$ j 6 �7 F FFyy Y. F s t. 4 1 1 +G. tdiwtlty'-the mWelpated number and general location of access points for dr(weways, mid s and roadways necessary to accommodate the proposed developmen e `Impacts DOW Ne how the applicant's access plan will minimize the of the proposed development and preserve or enhance traffic now on the existing and proposed imuspotutWo `system. This Information will assist the applicant and governmental agencies in reaching conceptual agreement regarding the anticipated access points, While the ADA may constitute a conceptual review for access points,. it is - not i permit application and, therefore, the applicant is not required to include specific design requirements (geometry) until the time of permit application. 3� f The Increment tI development will occur within the Southeast Overtown/Park West area The exact locations of developments will be determined as the City seeks to develop the area At that time, the City's permitting process ensures that the access points for individual developments will be examined. The existing roadway network should require no changes other than those identified in Section F of this Question 21. However, if roadway modifications are found to be necessary, they will be reviewed during the _y permitting process. S f t t r, i 1 ✓ r� r ,3 is JF 1 fQ —4 21-64 t 1� i d q j3w��ty . 1,)a r l�` �✓ 4x r. H. it describe how the project will complement the protection of existing, or deft oUproposedo transportation corridors designated by local goVerfintorrts sr in their c nsi�e plans, in addition, identify what commitments wiU'be ttrnde P ogw6w to , protect the. designated corridors s ch as inteirloceil agreements, right`oNty dedlculon, set -backs, etc .brliiiiiag The significant roadways for, the Increment 11 DRI He entirety within the City of z . Mimni. The City has: no existing or proposed transportation corridors identified in its° _i xT comprehensive plan. j I { !� f r c: .tie. Jj — r - 4 , r f 21-65 4 C qa a i C f � �qn, T v� �— �1 s _ t � F 71 3' - Y i 1�SJT- rs f f NOW -Y•' `— AD .� s M t.p 1pt pe+b�,' includifil but not limited to sidewalks, `bicycle paths, it itit'tt i 3 k AWAes, Ting end public transit, will be made for the movement of Refer to Internal design, site planning, peeing tr r;ot r,t tf ptivate:Automobile? p vi i, lG&W6, etc. ' 'Cite provision Of alternative means of transportation is encouraged by SecttotiR lei- 3; t �4 1 {% � 1 � systZttt 71 of City of Miami Code, 'Transportation Control Measures". The existing transit i y p I %. -includes extensive -..bus route.. coverage, heavy rail transit in the western., project eret including the Miami Arena station, and 'people mover access along the southern edge bf the project area. Future transit expansion includes the extension of the people mover iC through the project area into the Omni area. The extension is currently under construction j� and is anticipated to be online before Increment II buildout. The transit routes are shown in Maps J-1G through J.1D at the end of Question 21. The City encourages the use of the transit system through parking and development requirements. Large scale developments, such as those envisioned for Increment II, are required to submit Transportation Control Measures (TCM) plans as aka ti f the permitting process. Components of the TCM plan art to provide a methodology for ;reducing PM' y ;. peak hour vehicle trip ends and to institute a program whereby the Vehicle trip end w L reduction may be estimated on annual basis. 1� 411 5MAE WKI ' F . - •.-� Esc ..titer 21-6b u A: n£3 h Y a See .-� k .. A o, �o a LEVEL OF SERVICE A �9 Mrn E CITYSSA. _ E py 0 1V IIAMI A �i to - S,.A . P. ; "` KEff H and SCHNAM 94NI Efi * FtANNW.w 3URVFfM . S S Sr ■��rr .,.} .._.-:. ..:':' "_ .. a":.:+— J "h .: r�l r�0..i .3. R1✓',l''fL, ++wF'... �yX' v�`•v'h� 'YtK47'Y!!,•'F.M+,ti� .....r:- ..., � .,:, :i Pm, " r -r r v A. m.. Not losc ow Southeast., Overtown/ - Park West DRI E%ISMG (M) PM PEAK HOUR LEVEL OF SERVICE LEGEND A —_ LEVEL OF SERVICE A THE CITY OF MIAN41 KEffff and SCURAtRSt, P.A . -, g.itAMNER�.�ltlaV@MFJR! RE1tiSiONf ItAAP �-J V. J.- ri %%%6%%q%% % *A w I AW % Aw I... • I AW LA I Southeast Ovcrtownt Park West DW TRANSIT, ROUTES LEGEND U - EXISTING METRORAL STATION -0- EXISTING METRO MOVER STATION PROPOSED METRO MOVER STATION III THE CITY OF MIAMI (I KEITH and SCHNARS, P.& D W'. \-- low ftr ..v.�• �_ - - .tea: J-1 D �'�" ,'+y., .- y � t . r'^z � N u r �v?..Yn ywi W vyh z _ t. db s ,,5.,;.: s •�:.t �:_s� „ x�' �x rYf rs r }r �. � ,., a.,`4,s'>•a�c',i�`au.',�-r �.�s._...+.. ,�s`C� ftr"s� �";yes,�,°u';"k'��.kc4tak.r,•:�r:��`r;'u;��,s,i'er.!`'scF✓'+�:Ynz#*�s:�,`r!?5t.°1�anh�'�kk�ai��„#�h�da">'av . xrri,.ars .,,, ., .n., = rarrosedr- Southeast. Overtownt' Padk West DRi TRANSIT REFUTES LEGEND -- METRORAIL METRO MOVER METRO MOVER EXTENSION (linden Cordl=fkP) 0- �J- 7 __.. _.. -4 av r .K b 9 a 1AW AWL.. i A..sa.v. 9 . �r r. .. ..... for ow spar. qwomwoo, owl n.wmE. ►o,m.,.1 w...,., v Ln t f r a Not toscd._ SoutheastOvestowa/' Park West DR1. PROORA NMED ROADWAY MPROVENENTS LEGEND 1ii1iii/i/iii 4LANES 9650@658e0e 6LANES 8 LANES 10 LANES 12 CANES THE CITY OF MIAMI KEr£H and SCHP AIM PAL RfYtitONS imp LE 11 A NoRto5cal� Southeast Overtow n j Park: West DPJ rl1 i a J-5B F f F f F w7 AW n F E wawa F F 1 D � v �- to o ^i G y 0 Ito • — — Aj 4 } Aj tw 7 y 1c1 7 � G for F t ! M[. r% ' D is . D - _D F .L NO v r R Oe Y �i 4 LEGEND A LEVEL OF SERVICE A THE CITY OF MIAMI ENGIO fi 1 MWp{y &SUWWlb} ttElft3tOlWt KAP, rl . C". o' F lip R A rwr�scais' _ � SontheasE overtown ! Park West DRI' FUTURE TOTAL TRAFFIC LEVELS OF SERVICE (Y 19" LEGEND A LEVEL Of SERVICE A THE CITY OF Mit'1MI KIP It and MCH REvrst0lfi = M ,w Pat r_ A W AW wnrc _ o lbr #MPNUN Mg r lr>< $WFAff F .:.. e I Southeast overtown Park West DRE INCREVIEM 11:'. TRIP DISTRIBUTION PERCENRAGES LEGEND X.X%, TRIP DISiR18UWN PERCENTAGES THE, OTY O FIAMI v ', MrrnandscHNAR9 .•• •. _ 4 1 .F•6B � • bx &A% ux 43% 13x .]nc etc S.7x 5 7x 5 7x wiAM � � w rc b-_ ! 9 e /25.4% M 2S4x 25Ax 2L4% 2U% I f 2&4% yrr Y ttr( 27.1x �R M .1 a o 1LIx La 4.3% 2.9% ,Ali a A, ,. Y �� ..y '3 �y M" C�� f�4� y 1 �! �"�•'tiMY�lilx"'g9r SM1,i�`�''�i �i+`Yl�i`�(�:� :Li�iV�'� T/ i •• T.ir•'�'��iiH xN 1. i"t' hF _ NW Oa4ca1� unaeaq ftft-tolm % P*rk West itedn►dopmenC INCREMEN' H TRIP DISMIBUTI©N PERCENTAGES LEGEND I L sE. �re>Eto�k WftLDAI E1IE1 T H fR., LEGEND XX: IVGREK*Nt- II TRIPS THE CIS OF MIAMI �. 32 u southeast Overtown. Park West DRt mommommmmummm INCRE « - H TRM LEGENa XX WCREMW 9TRPS THE CIS OF MIAMI KEITH and SCHNUS. PJL HrG1*M •ppQV*Rg - 1lRV&M tEV[S[QNiiMAP � 1 In. :order to extend existing traffic volume into,;.: buildout yeah `the year ,2000, Dade.bounty I'SUT S model T#ioreticaly,"lthe model' will account for:'allyackgr"ou coln►itted�development traf f is !lowe4ver, through c jc w th;publicggencies,'ald ex m tia;tionof this mode data, et *assessment 'oF "l)represetitation of ;'.cpminitte� ►il] be - made. Zf an�r srini.ficant .develpp a is area s nadequately r�;prese�t�eci, "tide soc3ozr econoniac3 adjusted aiccordingly. ofQ,'i 'generating More ",:,tbar hour t 1p,4 s ends will tie considered s� gna�.y 1.t Anc ° the model �; 6�:4 dtiUsted"tA? rEafl pc�r 1.1i`e �+'n�n"ie3 i- orir t y - - ;.il'}el's:Yt • fik .-YS.Pi..-: J b ,.evs.NR(*+� , 7J';: , i a. . �.�, OVEttTCbiN/P�1i1K_1�E5T ItE�EV�LOr'_r1�rIT 11tci�ll=;bfi1 �=' INTOttCTtdNS TO BE ANALYZED Intersections N. Miami Avenue/N,,. 15.th Street N,W. lst Avenue/14.41. 14th Street M.W. 3rd Avenue/N.W. 14th Street M.E. lst Avenue/1-395 (North Ramp) N.E. 1st Avenue/1-395 (South Ramp) ' M.E. 2nd Avenue/1-395 (North Ramp) M.E. 2nd Avenue/1-395 (South Ramp) Biscayne Boulevard/1-395 ii B i-scayne Bou 1 evard/N. . E12th Street ' ,. r •� N.VI. 3rd Avenue/M.W. Bth Street �r: M.W. 3rd Court/N.W. nth Street f N.E. lst Avenue/M.E. 6th Street N.W. 3rd Avenue/M.W. 6th Street N.W. 3rd Court/N.W. 6th Street u Biscayne Boulevard/N.E. 5th Street N:E. 2nd Avenue/N.E. 5th Street N:E' 1st Avenue/N.E. 5th Street ' ' N♦ iRtfiami Avenue/N. 5th Street a H.W. 2nd Avenue/tI.W♦ 3rd Street' z Ott �.' Biscayne Boulevard/N.E. 1st Street k N. Miami Avenue/N♦ lst Street i N.W♦ 2nd Avenue/N♦W. lst Street 4 . ks , �5 { Y ��5 t t F 4 4 } t 4f Y iiki d i� .: AR F * � Ma � u Jl 5 Mr Pedro fternende Southeast Overtown/Park West DRI-"AbA Trogremmed Roadway -Improvements Poge If there are changes or additions to this 4 table, please note the changes -and to Urn 'a signed copy -of "the letter With chartgesto our offibe. If you have any questions; do not hesitate to_contact mo.'., Sincerely; -_ KEITH;AND.SCHNARS, P.A. -Engineers-Planners-Surveyors Clarke Davis Pro�ect•Engineer - 5 �' t CD/binv C i p< � Please, check one of the lori t aY.: } :1 �; Af tli, -_ _ •�o nc YL'•>F `'.. .t .}i �i�'� 4 s str.. Changes requiredlhw a § nx �1 a Pate }}tt F cc Reginald Baker City Q Miami .' Sabrna Bouier 'Cit M3,ami � _, .:�f xM t WPM f�1ii1r�l►> pleaHd,riqsut�v{wtA+1S'i i u ' r$# S 4 1( {5 t _ � 4T" I i , t .1 TABLE I Committed Development for �- southeast overtovn/Park Nest D1IY1�1� fr►orement` I "Development Activity (as of 2/91). ........---w w --- wYiwYYww-YwwiwY-www-� s -Constructed nulldout � Total 4 Development Date Land `Use Allowable to date Remaining -.......►-Y-ww....---- ww. -------i--wi-------------- - - ----wY---- --------- -- •- -- -- City of Miami Downtown 1997 Office (gsf) 7,100,000 193,500 6,9db,500 } DRI:Increment I _,. Retail,-(gsf) ;- 1,0500000 6,000. 1,044,0o0 - Conventioh!(gsf). 500,00b 0 50b,000 Institutional (gst) 300,000 0 . 300,000 Wholesale (gsf) 1 050,000 0 l,o5b,000 Hotel (ns) 1,000 0 1,000 •i`+ 'ii Resldential (du) 3,550 d *`w�•� Recreational (seats) 31400. 0 :3,400 .� Clty.of Miami S& Overtovn/?9Y Office (gsf) 166,000 0 1b6,�00 irkWesk DRI Increment I f99 Retail (qsf) 66,,200 18,48,200 000 Convention50,000 (gsf) 290,000 ; 0 4' Resldential (du), 2,000 97l Brickell S uare DRI 1992 Office (gsf) 931;800 0 937,600 Phases IL and III Retail (gsf) 43,000 -0 43,000 , $4 y Ciaughton-Island DRI 1995 ..office (qsf) 1200,000 300,000 900,000 h (Brickell'Key) Retall (gsf) ' 150,000 7�000 143,000 Hotel (ros) 800 0 b� a Residential (du) '2,300 -7fl0 t � i' ht'P' f�'.N t r y.J�r.-F1'i 1 u I SC I IN' ARS VIA,: s /�1{i�♦+1 iJ++1 f'1 •tl+lt itn'. RJ11t.�i-Yet#!Ji ��, '.:" Yq�fa 4 Y i i a - 1. { ,� £4 .. Y ,.a - .l. I- I - - ',, r. ' ai 4,. n � 11 K I - iStf.', 1. . A- ; S: 'i: - .. -o r, _ k'. - l ,ta - - k pt,OGRAMIVYED '} - - i _, 1 . - , ROADWAY IMPR OVEMENTS - I 1-..l Y,r ,t -. { �. ,. f A► ENCY'. )LETTERS RECEIVED 3 c r , r. 1 r. -s :. `.'r 0 ,7 �, a �. y ' S? t `�,jF 3 Y 4 rt�I ' .� { { L." 3 ..-f ll �, p e, .. .. ;; ! ;: . �. - �YcL fu .. - - - t� hrh;' .. # } y ' d r Y F' t t "; � St f 05 $ 1 1: ice... } h N_ r�' + t d t 1# i 9, f1. -.. t e , I F X::, i t .t 5. 1 4 Jh y -, TJ _ :. i "N^ 4 _: F 1� d1i r v. ii * iy f. i ,; t 4.; }I t "q 1 I 3 9,r -y /L1 i & 5� I. t { 7lC i.� fi �,� % d. Y „�i C k 4 t Y _y 1 !'ld 3 i Y 1 = tt k , 4*`'Z t , _kit t i l z.�' f 3 Yiti,` +� , , F „. K t 1*.. 1E r f 3 Y'�,� . r car jai .,DEPARTMENT OF '� ; � RRtAtt ur�on ��inta C1MMOM ��IILfAM Office of Planning and Programs `602 South .Miami Avenue , Miami,Florida 33130 005) 377-•5910 May 8,:, 1991 fir. Clarke Davis: Keith' and 'Zc'hnirs., P.A. eSgD NW 20th Street ;Suite A. .'.:. Miamir Florida,. 33172 RE: Southeast Overtown/Park West DRI Dear Mr:'' Davis:` This letter, is : ent in response 'to :your- April 29th latter' ° '' regardlig .. , committed ,`0.rojests „in:;the . Department:'<e -Five;. Near,- Wbrk -Rrbgk9i ,Yo1ur 1,ett i�,'attached, and I have in our concurrence'with r , ►. r, . tWe pro. qq s iderit 'fieci in Table 1. , Please note that yoU' have `correctly `identified these projects 'es being included in the Department's tentative work program for' fiscal iyears' 1992 �.through�' 1996 As ,`you are aware, the Department + s aa6nt6d work. program may contain, some adjustments, to these n projects . Theadopted. ,,five .year : w.ork r; program should° -be; available in July. T `crust this information' will be helpful. Please do 'not hesitate { tbcontact me if you have any 'questiuns. t` Sicicerely`;,x" IT t uw `M' Phil Steinmiler wTranspbrtation Planning Administrator ? 1 fh "i - � j � .. �N� i�;},,, ''•''if � 1 �' v4 . y� J Wit• t } Ry: J k Nfi h� 5,h tT t - _ - { , ;f, f ai ¢ 41 zi t` 1�"'' ql tt x 12 t1b I Ntaksti.61 QNS � . S,jy yyJJGNAL ,/y�aiy{b#CM S�1hiMMY `,i Ry 7r1rfR•�7'1C'R 7C 7r'R'R7r7C7r 1'Jl"R 7!'R •R•"11'�1r �'R�7fa yEPOR 'R•�"R ��7171'7f�,7'f1'11'1r 7C'17C 7C�7r;lC'R.'R 7f T'��'tE 1f 7f 7C'R.7CT"1C��7f'�'17f'�7C 6 a PP-gt/NW AVENUE .A { ' .. ..Cool �:T ANAi�Yk7T i is i i ♦ i I,k�V ^yt.y` .i 3 j . OATS♦....♦ i i .i i ♦.i . 1:1 "t;1 J,�'117 a71 'r`PM ',t N1E PEAK, , , TRAFFIC f ai.•ii1iY �r—Yi ii Y..fLYYWii YG•IW ilYf i�fiOl CUMMENT........EXISTINit �✓•rrfr4 iii ...ram-------------�•i'..YWiY Y�.i i i�—ri Ywi�ii�Yiw— i— ' iYiiY Lb WLiiWiYYlYil�iiW 'IEOMETRY VOLUMES, _ EB W® N8 SLR Ep` WS NB S B c.i T'. i . t) LT i 2 . 0` LT i�� . �.'► " t) LT 12. t t Tit 12. 17 T 1 ^c."t�" T t:t 401 857 : TH' , t;t R i �. t) R 1 T i c. t) tt ,.. tt : a: r+ T. t:t 17 12 i t) i2. t't FIR U t) U t) s t;t 12:0 12. 12 tl' 1'� . t) s 12 . �) 12. c _ 12 . t ----------.�—..__---- -:..__ ADJUSTMENT FACTORS ARR.- TY09 GRADE HV. ADJ„ Pl t3 BUSES FHF OEDS PF-D'.` BUT. Y/N Nm_ Nb._ '3�a 5�b Y/N tfiin T N 2fJ . 5 3. ,tit) 2 . ttc) N ti t;t tt . i o f 5t�' N 20, W6. t� t tt) 2. r70 N 0 t c� t•► ,3i t gt] N 11. 5 3 t't Nth. t:i t:it) . ttD N 50" t) D• '30 N 11.5 S tl SH c;i. t)t) 21 Ut) N ,_ ---- __..� ---- ------r..i -- S I GNAL SETTINGS CYCLE LENGTH PH FH-2 pH-3W PH-4pH=i FH=2:.: PH=3 PH LT X ,ter. TH TFi �RT X RT" FID Pn SB LT. '• WB LT_' X TM X RT FT X Pp FD �. to: t7 cJ. 0: C GREEN 57.0 0: D t� GPEENL,; YELLOW c): D u: 0-- CO 4.0- �?+C► YELLOW .._. ,.. to t)•.t -- - ' -- - - --- ------ LEVEL -OF SERVICE,. LAY A�F. Ld5 z LOS t�FF'. DELAY LANE V/C 4C WP TF; ta.Oi t).36C�. I8.' .,- i h �7: 36 1'3.6 C B 38 8'.7 tJ.8 4w i ' ---------- w .� ---- — I .�.,- -w-------- . 7- V /�C 7e•= / 4: �3'2 'LOS 'a B ` INTER ECTION: DeIay.� 12. t: s7 veh) t � Ito d .y ri $ S T l +. iF y E Y{ 3 ns ap 3 ex � �� 12 0 �r I Or�S f NAM 1 i GNAL 2 tED .t.NTERSECT I ONIS .5 NItAriftl i ON ''i Ng'l '5 STREEt Mg `AVENUE APA. =TYFIlCOS A ALYST.` ...... f eS ��k�'tE= r r r. r r�• r �liiy'�%r'°' 1IMMt.YYir►iifAM i A : MNIENTr'....'. i EX f9TtNla TRAP 'tt . ...:id-if6 ifr.�Y 2iiL'Gi iG:li.iG YYi+1N r► Jr.i a4`i. w:. rc'-wy ri.r.r... i. rw+.rw.r it w.`-�..... ar icx -----------rA...f. ifi. YY ii .. tt�LUMES t3Ef�h1ETRY { ELF WB . NO 58 " : Ea WS N8 5 266 : T 12. t;t T 12. t:t T 12.,Q ,LT 42.0 TH �'r}t ► t;t t:► 767 T 1201, 0 T 12 ;,�:► T T , i t. o :T 2t:►S t,1 �;t �� TR 12.0 R 1260 TP 1:2. 0 T 1'� . t:► c;t Y:t tt 12. tt 12. 12.0 12.0 : 14.0 12.0 12.0 w ------------r--------------l------------------ rY..Y ADJUSTMENT FACTORS 13RADE HV ADJ PKG BUSES PHE PEDS PED. BUT. ARR. T.YFE 0/01, W Y/N .: N n Nb Y/N min ..T EB �1: c;td 00 N~ 0.90 50 N 2tti:,5 3 `WEi `b; t'ic, 2 ti N 0 0 0.40 50 N 20.:5 3; =N8 tt.tt%� 26`00 "N tt 0 0.90 50 N S8 :i tti0 2 t74 N �? 0 '0.90 50 N 11.5 3 - - - - - S I UNa:: SETTINGS s= CYCLE LENGTH '30Y s0 , PH-1 PH PH 3' " PH F H EE LT X.. NB LT TH X TH PT X FAT PD. FD LT X y TH TH X ART RT- X x' y �D PD i�E�EEN 47.0 0.0 t7.0 t7.0 GREEN'"' 35.0 .!a. YELLOW �}; u i:r �t iti: U t 0 YELLOW 4. =-------=------------------------------------ w u a LEVEL OF SERVY4E LANE t3RF.. V/L; t3/tr a DELAY LOS APP. DELAY APR• LDS ES' TF' (:t. 324 0,533 9:`0 SB Lf i t: 6S7 Cl. 400 17.7 C 17: 7 �• ` .,-s----.------------- ---- ----w--------- -----------------------�s----p-T.w IITEF:SErT10N. Del ay 14.4 C seq. /veh l V/�. 0. . !ri 1 .7 x { y - 'fit 1 t44+k11i'. 1 T Y t l' Hi -M t S i ONAL i ZED i NTEKSVIT I ONS T t1M1 "It�'�RIt t O N STREETM M IAM I AVENUE Y wit �►S ` A��y�ltA I +qY�C i 6,6 r aa a' a PH PEAK , IvdMMtNT....a..EXISTIN3 TRAFFIC '. r.a7.+i.WiG.iti..Y.arw:....:a wr wB.or.7.rr... ara.—+oilr a+ri i.lY ---------------.r ....rrr.-------ic+. Yr rrir VOLUMES _ GEOMETRY S w0 NL� s0 s ED w0 NE SS el 66 `': T 1 T 1 :2 . t:1 T 13 11 LT 12 TW 55S �;► t;) 186T 12. to TFi 12. (1 T 12. 0 T WET E, t:► ` t;t t;i TR 12.0 R 1 .0 TR 12 T 1 �. ►t 12.0 12'.0 1261.t 12 a t;l 12. 12. C) 1:2.0 : 12. 0 - 12.0 ... 1 i Yst . -------------- ;. .+—'------.r.----------------------.�----------------------•�—..—r�� _ ADJUSTMENT FACTORS _. GRADE HV ADJ PKIG BUSES ''FHF PEDS PED. BUT. ARR. TYRE a5 YM NM ' Nb Y/N ° min 'T ' t.� . C�Ct .' c)i� N t �► to . 'fit:: St1 �P N 20.51 3 WEB:` t;t t�tt i. tit N `3c� ' 50' ' N 20:`5'.. 3 .. . 2. tJQ ; N t:: '.' to . Q. go .. 50 N '- 11. 5 ` 3 - SLP :. 0 'I) 2.00 , . N 0 0 0.90 50' N - -- -- -- - -- -- -- ---- -------------- ----------- ---- SIGNAL SETTINGS CYCLE LENGTH, - IL i 0 tti PH-1 PH-2 PH-3 ` PH- PH-1 PH-� Hv FN- i ' NF LT W TH X ''r• TH FT X ,at P,t, PD` PO I E' Lfi,- SS LT r;• X '►. TH : TH ` X r , 7 RT': .,RT' ' .X F p j PD SCR EW 44. tJ 0.0, 0.0 0.0 GREEN 60.0 U. 0 0.0. 0.0 YELLOW -�. t+. t:�. l� c.� tJ c t; U YELLOW � �3 4' 10 o 0. 0 tti tJ� — --- - .. LEVEL ' OF 'SERVICE , r LANE GRP. V/C G/C -DELAY `' LOS APP. DELAY APP. LOS f E E+ TF t:) . 413 t t . 3`31 16: 6 r ' le 6 SP �" LT C►.121 tti.'S55 8:�'3 8 M f 8.8 8 -- —- -- — - -- --'-------------- — — --------- • t----- INTER$E�''TION. Del ay . 15" 8 :"(sec sec /veh-V/C " -- ' 7. 242 ` ' LOS = ,c a (j t F , a i 5 tr{^ts�Y 7 3 i f aYf' '�.r2 ,,:�.3... a5s�,_ .�, — _ ' fir... i. Ct M1 sd 4^ M1 .ei-h ttlw i-'� f 1, yr h 11tiMi SiIGNALIZED, INTE�'SECTIO 'y7 M� H VI r D,y,,� T,{F[, uyy ,Y$1tyi-tt1`1}I��yf�� I y� y,. �'T7r,lf:7r71'7C'Ir7f 7r if��7�'R 1C lC'R'7C�7r 71'.�1i if�7C�l�'7r 7C'R' � �. T��'1C 7r��'R"R��7�'R�'Ir7R"Ir7C7r1C'1{"T7C'R7C'R7C'R7r'R'J�7C�7C'R7Y'TlC7f�A1C . ,D �'i�� '° ..' i° ;: i :. s't:►7-t�'i � i'�'� i �ME71 4.'i}�'i`t .F •; i,..` i ii`M' f�+p�; . iY y��+p.� I1 ICI IY�1 i_i • i i i i SX I.1 INe- TRA i 4 .z- .. 6id ln`i�I.i1L.'�i �i�i.LiN••,3r-J.r rYr Y�1Y r4 sir r—w1.1 Li �iis6ir�w il`ri iYwaW wlrl.rriirrr.ter—r—r---Yrrrriir.YiYli Y��GiiY'.W.i W. i►iY n.l : •;� Vi]LUh1ES • ijEbMETpY ED WeiiVS Wit ,- NCB SB 6 ` c;► t:f 'LT 12. t ► LT 12. t:+ , , LT 1 :2. t.► , t 7 - 62'3 t:+ 4�t:+ a T 12. c t T .. , 12. 0 T 1 . <:+ TR . 1 t`t t: t:► t:+ 1 7: i.� i 12. 0T 1 �. 0 i v. t,► '" rt ` t:► t;t ' t: ! 1 . 012.0 T 12 . U . i : tJ Y. : 12.0 12.06 12i,ca 1.:itt .rr -- r ——r--------r-------rr—r-----r—r. ADJUSTMENT FACTORS ; +�F;ADE- HV ADJ.�'�=;G E+LiSES G FHF PEDS PIED .: EUTi ARF i. :TYPE ._, t.7. C% Y/N Nm Nb : Y/N min: T D 0' QO" •2. 00. N c't t;� . tt. ��t:i 5U. N .'0. g 3 W8 t:►.'#;�c:t . 0 N 0 U 0.-90 50 N 20, 5, 3 NB r,► . �t t` cat) N t t to to. '3t? , 5t. N 11. 5' 3 SL�1 t� cj(')' N t7 0 0. 'fit:+ 50 N 11,05 3 SIUNAL,,SETTINl38 CYCLE; L•ENC3TH PH FH-1 FH-3 FH_.� FH-1 PH-- FH-3 F'H �# y iH LT '1� ;' 1 NB LT r. TH RT f. .•� RT. Fb F D X S6 LT. X "T.H X . THX FT X RT,v ;, X - 'D` FD. + PEEN 45. Q t:+. t? U. U 0. u GREEN 47. 0 U. t� ta. li b C`i. " 1tELLOWt+ 4: t� t.+. tt" C+. 00. tt YELLOW v }Ct �l. U t:►, t� t�. t+d:+. -- — — -- -- r — --- — -- — r -- — --- --- rr— -- }, -p3h { " LEVEL 4CIF.,SERVICE. t. < LANE: URF V/r `. G/C i4 DELAY Lt)S .: AFP.; DELAX - APF'► LOSS _.„ ,- WE 6UL�48 13.3� 13..3# t �� INTEFSEt T t OV; ` Del a j3.2 t sec /Ysh a ; , V/C: , U. 390 ,., . LOB, H 1,� f s '.t i #i 5 it r �f n rw � �p�h K 4 � y } f -r° it - af"Sk�mRTt+� y 5 F t _ KY �t d r f e F} 3kt5 i 7C��'R'R 17f �'R�1"R��•R•��'�'�* :.. R.�7c'7'1�7��7'lf'R'T�7'�'7f 7C 1�1C 7C 7C 7C 7f'1P��'ff�'11f 7C'R;�1'�"R'IClc�7'R�'R�'R�7C AVENUEtv ':. `' .Y N'iE�'8��:'� I �JN •' . � �3S5 CAN , NAL�Y. i1a2y�� S +` t�Mt Nfi. 8 �wkti+3�`;C�UIVD 'TfI"ArrI �r.��... i i. • . Y • . .�r�...�..�....��,.....,.�....�... t ,�,- isr..l.,y.------r-.a.r- �.� �.. �.r�... ..�.� ..� �..�... GEOMETRY VOLUME WS NO 55 E+ WL►' � NS 5E► E 12 t:► i LT 12•C+ �2•+ - t;� 6,E`� to t 1 �� R 12 i 2 i tt a 3-" 12 . W : �h 12`3 s 125 t.t ! 12 + 12 t fi 12.0 • 12.0 t_/ ' p thhi i * 12 i . t:t 12 i tit 1 12 D �. • 0 _ 42.0" . _ -- ADJUSTMENT FACTORS ARP GRADE H V ADJ . F�,i3 BUSES PHF PEDS PED i m i n 7 BUTS YIN YIN Nm Nb +_1.90 50 N 1.4.3 Ep 0.04.) 2.00 N 0 0, 90 5c7 N 14'.3 t 2 c'tt� t t �WB -+•0 0.'30 50 N 11 3 3 -0. NB �ti. ttitt 2.Ot:► N t�; 0.90 50 N i i.3 '' = -rrrrr �. to rr—ra.rrY.r—•�'r .r J/i.Y _.. .''CVCLI LSNISTH rrrrrtrrrr_rrrrrrr rrrw------------rrr—rr.rrrrrr+rrrr e t �3NAL etTT I Nam• PH— PH-3 PH- PH-1 , .4 PH 1 PH-2 PH'3 PH— X` N8 LT EP LT - .^►..11 TH X . TH'. ,t .r, ''' RT X RT PD PD SS LT , fi WB` LT: X" :. TH X FT :RT X pp p.p' 040.d.ta PD GREEN +�F,EEN YELLOW 50.0 70 p. p-0.0 7. + 0. Q !.YELLOW 4.� c a.0 ------ ----- ----- -- - __ -------------------------- LEVEL OF SERVICE' DELAY APP. LO$ LANE GR . V /+1 +3/C DELAY LOS APP. 400 WH T 1�.3: Y P t�. l06 0.00 F 68.4 35: 2 D NE: ,0.540. C _ 4 0.847 0.540x-. 17.Z, FT:, =— -- --- ------ — tsec/veh7 LOS- � NTERSE CT I ON: a ;I «z , .. ..:; i h T P ? t - i - � i'��t3Yrt�RTTr i S S a - " 1 ` OHS HCM,; `510NAL 12COA NTEREE(r T I ON9 ; y.4 ,11i3 7 ,r'i{ �v'R q't� 1` tPRACE/US 1 Ar�� b�1y'��}Ei Fla �.�D.. Wry• r To i i . i Fi vi ttt - iAyiIVAy�11'p��e�•7. • ♦ I` f`N1E: `..'• .: ...... PM, PEAK +AtidkdUND TRAM .I0 - ' sY fYb ii ri iK".rirrw'r Jrr-�i�f�-++r--rr�_xi��.++rrr_��r�rW r.ira+._rrrr.ir:r.w+r xrl i.rri i�a.i rr.aw miiaD ari r++Yc , '. VOLUMES. �rrrr_Yrx�r.�ir s OMETRY:- EEC . Wt�: ND 58 s . Eft Wit ND, 54: L - 1 . t7 L ., 12.0 T 12.0 LT , 12'► '. 1804,. 2097, s LT 12. 0 - LT 12r O : T, 12.0 : T. 1YY'4i 0. F'Y'' y t3 " ► ' t> t:, : R R 1 2. 0 •. T 12,, 0 T- _• s 12.0 12.0 12.0 12.0 _ 1,i: • (1. 12.0 12 r -►4i -----__--_------r_--_--__-- - _-------------------------------- ADJUSTMENT FACTORS GRADE. HV ADJ PKG: BUSES. PHF REDS PED. BUT. ARR. TYPE;. c'/. ►.' c%J YIN„ Nm Nb ''' YIN" min T EP i s r:►t, N t:, ' 0 0.90 50 , N 20. 5 - 3 W E (:1,` c;�'ca' i , t;u i` N 50 N 20.5 3 :; , 2. CI R_ 0 'S0 50. NI c- t5b., N ; 11.5 ---------- SIGNAL SETTINGS CYCLE: LENGTH.-T,>s . 115,. 0, - PH-1 PH-2 PH-3. ` ; FH-4: PH-1PH-2 FH-3'H� P LT X NB- LT : X v . 4'. TH ; X ,' . ,t "Y; i; . TH . X RV" RT X WD LT;' SB: LT- X 4 .•. ' TH TH X FT RT X:<<' F-b PD GREEN ° 5 i . c:, „ c ►. (:, < Sa. 0 , 0. 0. GRESN . 54. 0r , 0.011, CIA; 0. qF YELLOW 5:;�7` (�.`(� • Ot.O.` 0.0 YELLOW; 5.0, 0.0 0.0zf- C►.�► J. l - - _- . _ __ ��t -- LEVEL OF,�SERV 10E LAME- �3FF',. V/C +�/C.. DELAY ' L08r, APP., . . DELAY APPr, L.pS A 0.:46i:- 35.6 D, 33.6 Dom' LT 0918 0.d61 -; 35.6. D:{ � F r V 182 0:461 8, w NB T, O'341 �7487 :27. D. 37.4 , SB' L; 0. 159 b.487 12.6 8 . T 1.56fi 0.487 Y ------------------------------------------------------------ LNTERSECTIONa Del ay * (sel_ /veh) VIC = 1. 251 LOS t .Y '+37 95h"�7�iii t # 4 4 p 1 ST w tom, t M1 4 } 1 sL 5 rr �j�µ ss� 1 }µ }41 NTERSPIC11 ONS .y . ys y..yy_ y yy ..y yyyyy. yy yy yy yy y y yy. yy }..}- y yy3.y yy_ y y i#f�i`'��►,�.,y ��,�y �y.iy` y ,y; yy f#U .`;( y y N"3i�ECT I'N.. h1W, E'TREET/NW ' 3 AVENUE 1NM Y' Ole. i rt FM`PSAk F . s MMMENT.. i ... B 1i k r�Ri WND TRAFFIC =�v..--�....�.�... r Gtii Lar+rrr�-"-y.—ran _-.;y r.wwrr�r. urrr_r.rrwrr rr—.r___ _ c�rr..+..+war,r.uiY.�`ar�ra VnLUMSS 3 GEOMETRY EEC WS N8 ses EEC WS ' " T 12.0 NB ; 9E� LT ` 12.0 LT 12f T t:1 t:► 56 tJ s L i :� . �;i 1981 t;l s LT 12 i to TR l 2 i t t T 12 0 T 0 R 124'0 T 12i' 0 T 1�0 �T 3,76 0 12.D 12r' ii i0 ' 0 ij . 12+d :. 2:1j 1 i�.0. j1 ems, s -- — ---- ----- _ — —r--__ -------- --------- -- _ —..: -- — ADJUSTMENT FACTORS' . GRADE HV- ADJ r MG ; BUSES PHF .. PEDS FED'. E1UT . ` AF:1= . TYPE t:7.� c:i/.'). -"-. Y/N Nm Nb . Y/N° min ' EP 0.''�0 . u, • N 7 SO N 20.5 3 2065 3 WD t:l ..ttc i 2. ►:�U. - N tl 50" N N 3 Np° tl.'t�t,1 2►00- N. 0 50 N ' 11.5y 3=—; SE+ tt. tub �?. t:►t1 N U 50 — --- w — — - ---- -- SIGNAL_ SETTINGS„ _ -- -- t" YCL` E LENGTH ' = 10 ► i 0 t: j t x FH— F'H-2 FH-3 PH-4 PH i; F'H-2' "-F'H-3 FH - t►•. N8 LT X. ., X RT FT X . pD PD.' j WS LT= X:� S@ LT ;T R °.FD} i_t `It.'► 1,F,EEN 57.0° , 00 0.'t.'► U•r0 ; iF:EfN 35n'�► ta. t:�. t� YELLOW. 4.0 0 0 " 0."Q - : u 0.0 1).�0 0.0 .MELLOW I:EVEL OF .SERVICE �3/C DELAY LOS APP. DELAY .' APP. Lt]S LANE GRF`. V/C :."; 36t7;; D WB TF'` 0:702 0 p; t;�.85i 1�36,w 8 D } zME LT �; 0.'�12: V.580 18..Y .C, aY/O 3' i S► E ' LOS �: C {� iNTERSEGTIONe Delay 20.4 teec/v6h) V/C � 0.889 - r roar i irr 4 7 f $r`"f 4 fq f � r r ii . r F kr-rA•+ t� ' i `c k. - ' x 7 W g ¢{I T3Z § ' �r X. Ht"MI SIGNALIZEb INTtPS91.:TI0NE Y`h�1` + T'tCJNi- NE it �STRIEET/NE :2 AVENUE �}�{Npr•1.LrY;S'�` �. � 'i . , . i;�ts ;` + gWtMi1,��„Y 1t.�f,fY�+/..yl��.1 '.1.. 11;1 i'i ., i, r.. i a. r i • 1' M -. PEAK..`: t sommaNT..... . BACk"t3ROUND TPAFr IL: 'rii i.i.l iLl.l:/Hi tlL i. lL it Lb ir—i.IY.i.aiw—ai ii `G� � —i.Y1 l-wY ilriri Yr —a'ii-----i------------an----------- — ., VOLUMES t, 3EOMETRY ES W+ .. NEB 5C ER W8 NO SR 0 257: '� T 12r0 T 120 T 12.0 LT ice: t"►. ' rW 15� -t:i' t:► 18'35 "t T' 126+ TR 12..0 T 12r0 PT; _ 1045 t t.7 0 :;: TR 12.0 R 12i 0, TR 12.0 T, il�U .< 12.0 12. 15 12 : t:t • 120. 12. t;1 ic. ��. 126" 1 2.,t.) .1 r•tat 12.0 --------... — — ------------------------------------ ADJUSTMENT FACTORS GRADE HV ADJ Fkt3 BUSES FHF PEDS PED. BUT.. ARFZ. TYPE = Y/N Nm Nb: Y/N , min' T EB - 0. (:►t) 2. taU N 0 . 0-; 0.90 50 N 201115. WEB 1:rt;i 2 , c:►t;i N 0 0.90 50 : N' 206 5 .. 3 NB . 2. 00 .: N 0 ow.0, 90 50 ; N 11,65 3 :: SR J. 0012. 09: N o 0.90 50:,: N i i .5 . 3 — -- — — ------------------------:----- a . S I 13NAL :SETTINGS -- -- CYCLE LENGTH = a1 t t'► t� PH-1 PH-2 PH-3 FH-4 - . PH-1 PH-2 FH-3,,, R LT X w.;NB LT � TH RT X - RT. . F'D PD. �A. . ; WR L r. SB LT- X ►. _TH s TH X RT X _ PD FD s GREEN 53:'0 ta. 0 0.0 tt. u 13REEN : 3'3.0 0.0 0.0_ D. tt .YELLOW,..;.! 0-io �0.,0 Q 0 YELLOW'S 4.10 0 �0' 0.��_ty '`0:0} - --77 -- ------------------------ --- --• --, ---------- :. „ ..... LEVEL OF SERVICE-: LANE taRP, V/C - G/C ;;DELAY LOS APP. DELAY Al LOS EP r-rTR 1.4�7'�. 0.540; * 5E� LT 1..403: --------.----------�---------------------------- - VC1INTEFSECTIONa Delay .4U7. LOS t 5 K! s , 4. ,. .i F• xr �N r� i f e4� yL J} t� xg � f i b S r e Qmw jd r' r i i� OWpy M=yr'`yS�ltryi'OpNALtZED IN�`E�SEt".TiONS .I��IyA 1 • �iYy `�' y�� yiyW yW�ty',,y� *iy1�1"�I 4 * 4y�R1.'R y�1. q�t4s � r NGr,,:'::•�J :'� 1 R6G 1'�U7 ` 1 ,yy4�p��N'IGRiy�.C�r��Ir11JIV fF'+ t'l A � -1.6(e`Y7ty.L -iita .7♦► 'iDiTG,a .ir1 Yar 9r11 �M{Es�i'Ta iYY .ar y 191 ?�'�`I�V " aPMrtAw :.t,'+ � �NY a `► ACE GROUND TPAFF I C VOL.UM55, ; ; SEOMSTFY ELF W5 NB SE ES WB CT 1 i'7S: -tl c:+ 1ST' _ ., L 12.`0 T 1 2 * 0 T 12. tJ L :1.2 t� . ;TH W8 t:► �:'62c� i" 18 .: L 12.`) TR 12.0 rT 1260 L :12�t) T =EEB u . 1i t� :`T 12p `P. 12.t� TR 12'ta 0 0 c:+ s TR lZe C► 1210 T 12► Ty 12 `t:► 12. T 1'2'6 0 12 , 0 12.0 12 a`+:► 121 .•—wiiiL—i��Yr'——�'r1�—'----Lii��i�Y �i�wrii �YY�Wi—ri--------r�ii-----lam----"iY------ Y��iil�ifli Yli Yw •. ADJUSTMENT FACTORS V'+3F..1DE HV ' ADJ pKe ° bUSES FHF PEDS PED. BUT. AKR. TYPe Y}/N Nm "Nb Y/N fiin ':T E8 : c;r6 iaca.. 2;'t c� . N 0 *19 J 50 N 20 `.-5 ; J . =' WB �r�'r';►t:+ 2, t.1t1 N �_+ �+ t:+ �''3c.1 5�� N mac.+ �:5 =NEB : tti'; t7c:► 2. Dc.� V N t� t7 c).'90 50 ` N 11. 5 {3 ' 3 uC.5E D Sy 'S 3a:` S I ONAL ,SETTINGS CYCLE •LENfiTH _ i tit t. t'► PH 2 -!V'W-3 MPH 4H 1 PH-:RRHH-3 H=i J ;n TH,- '=X : TH X X X RT X X 4' F`p. PD wrWB ;NLT ;SB ',LT X 4 TH TH X F'T RT X PD F'D �i 0`. p t�: 0 SKEEN 16: 0 ` 42. t��!' "F EEN . 77,. e ,;.D +.'+:"U to 't7' �1.ca 1(ELLOW „?:0, LEVEL-OF'SERVICE DELAY ,'LOS r•`APP. -'DELAY._ "OPLC3S ti' TF;t.►. 3 t7 y NB TF' 1. 10'3 ` U.630 6'�. d F 6'3.O f 1 � T 1. 133 D. 430 89.8 F;- ------------- — ----- ---* ---------------------------------- ^w a, ERSE�.TIONDe1ay (sec/veh) V/C 2.053 INTa ., 4; l L Xe" a r�•i�) 14' hua . r AL f t' a �aNit MWAL.IiED INTtk9RCTIONS ., :p, �� • . �iJl'�i1�1Ai� �Y �j �9Fy �y` � �. ; .y ;y '�. yy„ y y y y; yr y ya y y��y*� �xy ��:�• y y y�y, y {.� y�y y._ y q.. y j� y yy y yy.. y,:� y, y y y a �• y Y y{ y yy y� tt•��7c�'R'R'R�7�71'7��•�'7l'��7�7�'1��7�7f��'R'R 7�7�7f'Rl�'1��1C'R7!'R'11'lC 1f �1f �'1f 7f 7C lf'R11"T1�'R'R �f 117f 7��1�'R'T"R 7S'�7�'R 7�1C��7f . ON. Nt r SiF;W / N M I AM I AVENUE �'y tr.• P l� W ti G i : i • i i • • • i i t % / � t•, / i"� 1 '�'� 1 i ,. 1 , i t Nf • i . i .. r M'`EAEC . . �; IiI MEN1 . + • .. NA _' l`bPOUND TR'ArF I t: -- u+r antiiar aiaarir:. ir..r +r ------------- war—r-------------------�iarvwLr w..--r-rarr—sari—w yarr. farfa. 'i t1C]L.LIMES s 13EOMETPY Eft WB NS 5R s ' EP we No . L 1 tl t;i' t;i 8i3 s T l . t;t T ` 1:� • t;t ` LT 15� T 1', '^.. t�ti .' 81 �L s T l . to TR 12 .' 0, T ' - 12 . Q T 1' . . F:T �t:t t:► t;► t7 ' s ` TR 12 : t ► P, 12 i o , TR 12. t t �:. t. 4 K:�; t:t t7 t;t c;, _ _ 12 • t:r ' 12. ci 12.0 t:► I _:: 12: 12.0 — '-------------------------------�---- ------------------------------AD— --'r—►— 'JUSTMENT FACTORS GRADE HV ADJ PK"d BUSES PHF PEDS PED. PUTT ARR. TYPE t.'/.:r: Y/N Nrn Nb Y/N min T -, • ' t•t t_� ' 0.90 so. N �D. 5.31 Wg ta. t:it;t 2. tjtt N tj " c:i t.�.'30 50 ' N. 2Ct. 5 3' NB t:i 015 is C)0 N t;► t:► t;t, 90 5t1' N " 1 1. 5` 3 .. �.i i • it:, N .. t�, t:, .� • 630 5t.'t N. 1 1.5 3 - -------------`---------------------=--=�--�--- ----�- -' SIt3NAL'`SETTINUS t::Yt_LE .L:ENt3TH'= 1i;ts.tJ?.' PH-4 PH-2 PH-3 PH-4 FH=1; PH-2 ,. <' FH=3 PH EB LT, X" •«'� i� NEB LT TH X'�Y , ... TH PD" PD WE LT S8 LT X ,. TH X TH. FAT RT` X L '; PD. f : 7firt, t,.t3R:EEN3, 1.EN t.7o .10D ._ 0 ..Utt YELLO .vWt 1 LEVEL OF '`SEF;V I CE.;' 'V/r U/C LANE; �3P:E'. DELAY LOS APP. DELAY AFP.L_OS �u g'R TF,._ o. 664 65 0 F 65: 0 F, t'� ,8; F • L L w F . • .. _ ';INTERS Et T I ON s Delay `63: 8 `{ set_ / veh ) V /C 1.17A3 L08; F <; 5 A afi f �x tx t !jj �hrx l i yw 1��za — c v �i 4 t ' Wb F q` 9 - ;b i $ 1 tfyT {{ f u it. u;.Y �n fit �lY' su .. ITVWf i.- my I: one, ii . oe comp, nts pf eny. cart If ice 1 ocati on for . the : f i'rst dev sumPtlt!e;'thr �sho�.d .fo'r DO Impact pursuant _.tub-ar,e�el,., o.r, prior to .March Jl rat !AT.lifh"Ok� r#"Pfu-�ro a ove ss p.r�►s�r psi +M ohs 07 9 . 199 aJ C a Iy 4 } ? r Me., Leita Lukes-McQuade� A-IR_ QUALITY MONT-TORINO STUDY/P13664.18 Apr :-1� 29', 199V Page 3 1 � Y< ti conducted (See Attachment 2) . The close out of the monitoring also included a multipoint calibration. c.- A Sol-tec Model 1241 Pen Strip :Chart Recorder was -0 NIX. used to colIOct a- cont inuous:monitbring record:. for � the' -study: > .The'stripo-charV recordings:were::reduced =by hand far purposes of4 data referencing and valid- w: ' anion.' d. In support to =the 'Soltec..8tri p Chart Recor;der,-;taCO r s 5'.1uConcentrat-i ons and i nteri or. qu i pment) temperatu�;erM �5 „ ' (on :an °hourly; basis) was recorded„ b.ya,,Rustrakt -Ranger rData Logging Syste.-connectetl to the TECO. e. Electronical l=y col lected datal was reduced by 'uti l i z 4 I ng the Rustrek Ranger Database so tware. ; pack,age (Pronto).' Moni oring/Results * � t d! �'. - ., >i j ^'�; 4 .' '•' �.. 3 C L� .. .'}'_ r t�'aM #1 'ye:��. �'Y .i r1� v h)on4tor.ing wash conducted;'�.as planned: ,with�the .weeklryr multiRo , t-.' ` celebration .exhibiting little deviation (see Attachment tr u � g to the 'accuracy of the analytical equipment (TECO) Ash � tJemonstrated by the moh:i,tored' CO . cocentre,a ori;-0{Attacmen, t tlur i.r Ftlef ternoo�►4�$ t v,vgeneral =trend - s� for an increase>in �C4 Y; Th i 8 wn's =the= expected 'result 1 t as the i nters+act on traf f i cq#i rlc aere ; wee�sday afternoons. The; monitored °dsta exhibats'.`, 4th*it rrl act rfrl? 1 the at ter.:noon .traffic increase , but the 1 e've i s of . C0 concen_trw, ode` r , �V, 4 clkeef ly .do!Jnot a proach the National Ambient;Alr�QWT. S1An41 e, �- {NApQS) 'C=kAlthough there were CO' peak conclantrntions i (recorded" pay 3) , the highest. on hour conc+entrat� Q,; wa�a' �zTfi'23�t (recor. ded Day G betw,een , 6-; 00 �; i . 00 p m.) . The i nstetitar ' re+d,ings can be +�ttributocl tQ the proxirt� ty . of$ peak '+ep± t# a ven i c l e' s 'ex haunt t0 the tamp l e hose;. and as i.t , s a Ac►t0 r centraton and is quickly dispersed, it is apt cprs7der�► pK« The p+�ak one -hour dsance►ntrti�n cf6 7 Ppme 19 percent, ,pf NAAQS Qf 35 ppm end here, ors hats l ii<tl+e �etrament4lAll s C. l th . The N ubl '� haA A►At dn f,i are -the s i �ht-hsur' cor� pentrl`r�" b" are n.ot to :fie ; a cgsded -more then p c ,a{ Y#_r11i ;. >f; �IAAQS, or on a i ht ho�+r per i pd i s ppm. The ` ►o et t g . ,}} aY eke �eot�cantr�aw}iR<pp!�gn /gmee6. R 2•'!! � 0.19.�/0 p!R%,'1RiiT7t of thy, 1* i 46 24 4'' 22. i i.6 2 29.1 191 ! 29 i q 1.6 t 10.5 201 2.2 2.0 1 1 .2.6 32 -.7 12 6 i9 B'j 1 V0. 10 17 ! : 1 1{ 2.6 19 8 � 0.,9 S t' 1A Q9 29 19? 15 09 16 1y' 4f 197 s 17 -05t 1 g i _ 19 j p� 79' 195 1' i z 1 os zoo 195 1 4 i9 { . r- � e4.• r i4�i: F W SS 3:00 - 4;CQ RM y r z� L ; H,5 DAY 11 i ELAPSED" AVG PEAK A' ( U E IN .I 1-HOUR 8=1 UR r (( W-,URS, } EQUIP i AVG i m} TEMP + C.r► PM), y. 3.9 2 1.S 20 3 .. 4 ?.1. 13.1 .i •?0.6 17! ' 19.i 159 199.: 16. 2.5� 601' 6 , i 6.5" 9' fi99 1 6%; .1 0 is 26 199 t 1 a. "{ 12 = 48 190� ��` 10 i35 203 13 1 6 1 4 , 7a t 1 25 69 e 16 i 1.9' fib %0.'r %1 1 7 41 198 20 1 27 1 19 5 g ,n C,i2�i 1 �" tp2 1�4 20 22 �e 1 9 t 2i ..., 9 194 1 19:5 I t 22 1; 29;.6 + 1 g'.4 2 0 " b. Z3 1 3�t i 454 i. lg , + ?2 8.5 , 19,5 Y 20 .0 Q �1 i i yn * x 'j s F!�;: r 1-1 . bAY 13 .. I U 'k= , V j ' - T1ME IN 1-H�DUR ' PEAK AVC, ed. N IJRS ' t;,t1 i m) t. i Et?UIP ! A I m) . TE�AP ! i _ �+ 1.0! 1q 20.0 i 1:1 i 3.7 ' 0:9 I. ori 3 i 4 �. 20 0 _, 0: 1.0 7,7 i 5 I 2! 200 0:61 6 ' `� 20 0 O.b 1.1 4.1 i 24 0 0:5 j 8 0.8 �.g `E 20 0 0. 3o I 0.8 1 ;gip-' 0.5: r 0 20 j I0 u.5' 1.5 0�' z 20 3 . r jI i. I1 0.6 i 0.8't 12 ! 1i.J = 7A I. n ! ' k i �4 % �" i 6.1 =0 G 1:8 4 58p� oi.X j y I G 2 1 d tl,3 - I ,4 '-11 .;0.5 �. �.. i 0• ,� f1 17 09 7 ;° 09 ,' f a �8-11 ?4 i '03 0� 1. 7 s n u { y9 p a.z ! 23 z a 6 . ��r.�. I- Io ,� i � t Ob : b1 ?0p 07 1 � z . t�' 0'7 >�� 23 Q7% 2! T; Q � �` # 1^ A �i r.t i# fi I 29 � , 0� f I I �9..� ; ;0 � , .,4 I I ' Z�.� 1g;%xx �{11,1111.11.1.1,11 p g s� es i ' t ° i, r1i``}fi{`. 1''� i f r , M t t�� t - i'w 1 f''g , ,,, L l,","-i 11 _ }fit ii,'' I. y �. K , fi i 1{ {fit R i ,Si' f Ii ,k t".fiLr '6r' _ d } 3S.- .J ' W j'y � R t S Liyt.r]?T c— �)r .i, r 7 n y Z .��`}ray . _. , ... _ ,v<. ,..,.1 . e.., i . 4&, +Y'G 51 2s +k i i i TECO MODEL 48 ACCURACY CALCULATIONS ON -GOING MONITORING MULTI -POINT CALIBRATIONS Measured Known Concentration Concentration Percent Error`'''r, x "" (DPmi (PDm)' 8i97 8.87 1.13 1743; = 17.3 0.75 % ONGOING MONITORING MULTI -POINT CALIBRATIONS Measured Known- Concentration Concentration Percent E:rror'. fpPm) (PPm) f _ 8.89 90 k 17.43 • k Y P•., 17.33 0 ' 58 39.80.> 39.9 -0.25 ,i (Known Concentration - `Measured ConCent'ratl`on) Error known='Concenttatlon ktny dW ,36 1 tr + � t 4 ill 3 K��#if 1 4y h YEN Al i <�y St'i 5 a t 1�y >qT 1 LSX ht �e 'im r -. .. .. •:� ... ....... ...� ,. r.: .': - '. .:. :. .; .,. .... �.. -.., ,. .... .. �•.�. -.. _. ,.,.. ..... �.� y..... ..rye}��s,Sx'e_�=F.,,,�`��x `F f