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APPLICATION NL.J Sf C'\lou\ CI'l'Y OF BOYN'i'C'N BEACH, FLORIDA PLANNING & ZONINu OEPARTHENT SITE PLAN REVIEW APPLICATION FOR NEW SITE PLANS & MAJOR MODIFICATIONS TO EXISTING SITE Application Acceptance Date: Fee Paid: ~ (,S-(j~v Receipt Number: (~) 3Ch 1-' This application must be filled out completely, accurately and submitted as an original to the planning and Zoning Department. Twelve complete, sequentially numbered and assembled sets of plans including a recent survey and appropriate fee shall be submitted with the application for the initial process of the Site Plan Review procedure. An incomplete submittal will Hot be processed. Please print legibly (in ink) or type all information. I. GENERAL INFORMATION 1. project Name: 45.c&t'N1'" 4ro t%~rc:; Phone: name (person or business entity is made): ~~7f)4 G;L),&::' 7Nc.. .y{;;.f d4/ )tJ~<<; Ab 750C14 AA-rvn ~ 5't-:f 'Iff ~(J7 in whose name this 2. Applicant's application Address: 3. Agent's Name (person, if any, representing applicant): /lJ; tHllee., /J1(! /<..72'd Address: S!'/eI1~ /If /f~;,(J i/b- (Zip Code) Phone: Fax: 4. Property owner'? (or Trustee's) Name: d!-LtJI(/!}> ~H4~t/~ '7/l t/77t7 &' 1?:>9f ,l/td 1>7 AlJr:- )?J/,44'1/ ~ ?t'AJ ;? s; g- l/ v ')- 2-- Fax : (Zip Code) Address: Phone: 5 . correspondence e mailed...~o: * I /-,! ICII/j~ /rt;/270AJ Vi) 't. 111 ,");q{JrJp ~ loA c.t . c;O~ {!j/~T I11e{J~ I?:I ~C;f & ~ BVf7 1< 'I'his is the address to which all agendas, letters and other materials will be mailed. PLANNING & ZONING DEPARTMENT - November 1991 A: SI'rEPLAN ( 2 ) 6. What is applicant's interest in the premises affected? (OWner, buyer, less~~ builder, developer, contract purchaser, etc.) ~^' r;:-R - I 1. street address or location af site: -r; b6 c16/o-Alw,,vo /) B. Property control I' Legal description af site: S6€ ~&-/';> ~tt:Vi(;1 / 9. 10. 11. 12. 13. 14. 15. 16. 11. lB. Intended use(s) of site: RHmt't:.- 4dJ7) ~ rC; Developer or Builder: /J10/2TI).,.j 0/Ldt/ /? TAJ G / Architect: I::6A1Nh"TH 6#I/G/2. /1;;2/ Landscape Architect: 1:J.d.4t.~ -:r~GV~td~j/Z .JAsso G site Planner: ~1}AUt~ Engineer: s,.6/1I~ ~r!!!; tf?G . ;;-> AlJu)fliiW(/6 f-aAJk /zt#11 (;veri Traffic Engineer: /1ftIufl--I%dJR&) /Yj-,-?) Surveyor: Has a site plan been previously approved by the City commission for this property? ~ . Estimated construction costs of proposed improvements shown Ot this site plan: ~~?~~ / PLANNING & ZONING DEPARTMENT - November, 1991 A:SjtePlan ( 3 ). II. SITE DATA The following information must be filled out below and must appear, where applicable, on all copies of the site plan. 1. ~~nd U~e Cilige~hown in the Comprehensive Plan Zoning District Po2> Co,3 Area of site (J .t,,;z, <I 2. 3. acres .:J..7 /q~ / sq . ft. .A. Land Use -- Acreage Breakdown Residential, including surrounding lot area of grounds b. Recreation Areas * (excluding water area) a. .. of sib acres acres .. of sib \ of sib % of sitl \ of sitl % of sib !Ii of sitt \ of sitt \ of sit c. Water Area acres d. Conunercial acres e. Industrial f. Public/Institutional g. pUblic, private and Canal rights-of-way acres acres acres h. Other (specify) acres i. Other (specify) acres j . acres Total area of site \ of sit * including open space suitable for outdoor recreation, and having a minimum dimension of SO ft. by 50 ft. 5. Surface Cover a. b. c. Ground floor building (:,tf9:;' Sl;:"~ area ("building footprint") . \ of sit Water area - t) ~ acreF \ of s11 Other impervious areas, including paved area of public & private streets, paved area of parking lots & driveways (ex- cluding landscaped areas), and sidewalks, patios, decks, and athletic courts. d. Total impervious area /~M~ cr ~ ~Op.7?"s'?~ ~,X).f-' ,f'"L ~ % of si .. of si .. of si e. Landscaped area inside of parking lots (20 sq. ft. per interior parking space required - see Sec. 7.5-35(g) of Landscape Code). PLANNING & ZONING DEPARTMENT - November, 1991 g. other (specify) sq . ft. h. Total floor area 071~ sq. ft. 1. ~umber of Residential Dwelling Units a. Single-family detached sq. ft. b. Duplex sq. ft. c. Multi-Family (3 + attached dwelling units) ( 1) Efficiency dwelling units ( 2 ) 1 Bedroom dwelling units (3) 2 Bedroom dwelling units ( 4 ) 3+ Bedroom dwelling units d. Total mUlti-family dwelling units e. Total number of dwelling units 8. Gross Density dwelling units per acre 9. Maximum height of structures on site t~ ~-- feet storiE 10. Required off-street parking a. Calculation of required number of off-street parking spaces b. Off-street parking spaces provided on site plan PT.1\tJNTNn. (. ?nNTNn. nF.P1\~'T'MF.Wl' _ Unupmnor 1001 ( 5 ) III. CERTIFICATION (I) (We) understand that this application and all papers and plans submitted herewith become a part of the permanent records of the Planning and Zoning Boar.d. (I) (We) hereby certify that the above statements and any statements or showings in any papers or plans submitted herewith are true to the best my) r) knowledge and belief. This application will n ~c ed unless signed according to the inst 0 ons e ow. l f IV. S of /;/-h Date of Authorized Agent /~~/;? / nate y esignate the above signed person as (my) a agent in regard to this application. a OWner(s) or Trustee, Authorized Principal if property is owned by a corporation or other business entity. /~~6 / Date ~PACE BELOW THIS LINE FOR OFFICE USE ONLY Review Schedule: Date Received Technical Review Board Planning & Zoning Board Community Appearance Board City commission Stipulations of Final Approvalc Date Date Date Date Other Government Agencies/Persons to be contacted: Additional Remarks: PLANNING & ZONING DEPARTMENT - November, 1991 A:SltePlan NOTICE TO APPLICANTS FOR APPROVAL OF LAND DEVELOPMENT ORDERS OR PERMITS Please be advised that all applications for the following land development orders and permits which are submitted on or after June 1, 1990 will be subject to the city's Concurrency Management Ordinance, and cannot be approved unless public facilities (potable water, sanitary sewer, drainage, solid waste, recreation, park, and road facilities) would be available to serve the project, consistent with the levels of service which are adopted in the City's Comprehensive Plant - Building permit applications for the construction of improvements which, in and by themselves, would create demand for public facilities. - Applications for site plan approval. - Applications for conditional use approval. -. Applications for subdivision master plan approval. - Applications for preliminary plat approval. - Applications for final plat approval. - Applications for rezoning to planned zoning districts. - Applications for revisions to any of the applications listed above, which would increase the demand for any pUblic facility. - Any other application which, in and by itself, would establish the density or intensity of use of land, or a maximum density or intensity of use of land. * Applications for development orders and permits submitted after February 1, 1990 and which generate more than 500 net vehicle trips per day, must comply with the Palm Beach County Traffic Performance Standards Ordinance, unless exempt from that ordinance. Please be advised, however, that the following applications will be exempt from the Concurrency Management Ordinance, pending final approval of this ordinance by the City commission: - Applications for the development of property which was platted on or after January 13, 1978 and either the final plat or the preliminary plat and Palm Beach County Health Department permit applications were submitted or approved prior to June 1, 1990, and the use of the property is consistent with the general use which was intended for the property at the time of platting. - Applications for the development of property which was platted prior to January 13, 1978, the area of the platted lots does not exceed 2 acres, and the proposed use would not generate more than 500 net vehicle trips per day. - Applications for building permit, if a site plan or conditional use application was submitted prior to June 1, 1990 and subsequen~ly a~proved, and the site plan or conditional use has not expired. - Applications for the development of property within an approved Development of Regional Impact, and which are consistent with the approved DRl. - Applications for approval of final plats, if the preliminary plat and application for Palm Beach County Health Department permits for utilities have been submitted prior to June 1, 1990. - Applications for revisions to previously approved development orders or permits, which do not increase the demand for any public facility. Please be advised that these exemption rules are tentative and will be subject to final approval by the city commission. If you have any questions concerning the proposed Boynton Beach Concurrency Management Ordinance, please contact the Boynton Beach Planning Department at ( 40'7) 375-6260 . PLANNING DEPARTMENT - APRIL 1991 A:CUse.app CHAPTER 4 SITE PLAN REVIEW Section 7. Submission Requirements. Each applicant shall stilimit to the planning and Zoning Department the following plans and exhibits in the number of copies specified by the Planning and Zoning Department, together with a site Plan Review application and a fee adopted by resolution by the City Commission. I~ A,f.['6;t;/Jt~ ~/C1 (47(//~ 7.1. Existina site character~stics .aD: A recent certified prop~rty survey showing all adjacent streets, alleys and driveways, and also illustrating: 7.1.3. 7.1.4. Existing natural features, including but not limited to lakes, trees and other vegetation and soils and topography. Existing buildings, building elevations, other structures, including use, height, dimensions and setbacks. Existing utility lines and all easements. Existing elevations (corner, street and finished floor) 7.1.1. 7.1.2. 7.2. Site develoument Dlan: 7.2.1. A scaled drawing clearly illustrating proposed buildings and other structures, and any existing buildings and structures which are to be retained, including use, height, dimensions and setbacks. 7.2.2. Proposed off-street parking spaces, driveways and sidewalks, including location, dimensions and setbacks, traffic control markings and signage. Section 7. Submission Requirements Page 2 of 3 7.2.3. Proposed fences and walls, including location, dimensions, setbacks, height and material. Proposed location of lighting on site. Proposed dumpster location. 7 . 2 . 4 . 7.2.5. 7.3. Landscape DIan: 7.3.1. A separate scaled drawing (at the same scale as the site develJpment plan) prepared as required by st~te law clearly illustrating ~roposed trees, shrubs, grass and other vegetation, including location, height, size and type of plant by common and botanical name. 7.3.2. Proposed berms, watercourses and other topographic features. 7.3.3. A notation on method of irrigation. 7.4. Architectural nlan: 7.4.1. A scaled drawing clearly illustrating proposed building floor plan and elevations, including height, exterior dimensions, exterior color and materials. 7.4.2. A colored elevation drawing showing all elevations of the building. (This submittal can be waived by the Planning and Zoning Director when not applicable. ) Section 7. Submission Requirements Page 3 of 3 7 . 5 . Tabular SummarY Containina: 7.5.1. 7.5.2. 7.5.3. 7.5.4. 7.5.5. 7.5.6. 7.5.7. Total gross project area by acreage and square footage and net buildable land area in acres and square feet. Total number of proposed residential units, including characteristics by number of bedrooms and bathrooms and gross square footage of each typical unit. Proposed nonresidential floor type of use and total gross square footage. Square footage and percentage distribution of the total project site, including areas proposed for landscaped open space, vehicular use areas, other paved areas, and building coverage and total coverage. Number and ratio of required and provided off-street parking spaces and number of loading spaces. Water bodies in acres and square feet. Height of buildings. 7.6. Drainaae nlan: 7.6.1. Drainage plan showing elevations, flow arrows, pretreatment facilities and water quality and quantity calculations meeting city drainage standards. City of Boynton Beach Planning & Zoning Department 100 E. Boynton Beach Boulevard Boynton Beach, Florida 33425 Fax Number (407) 375-6090 TECHNICAL REVIEW COMMITTEE DEPARTMENT DEPT. HEAD City Manager Carrie Parker Department of Development Bill Hukill Building Division Bill Hukill Development Department Fire Department Floyd Jordan Police Department Marshall Gage Utilities John Guidry Public Works Bob Eichorst Parks & Recreation Charlie Frederick Forest/ Environmentalist Charlie Frederick Planning & Zoning Tambri Heyden a:Members.TRC Revised May 30, 1996 REVIEWER Ken Hall Al Newbold Bill Cavanaugh Sgt.Marlon Harris Skip Milor Bob Eichorst John Wildner Kevin Hallahan Mike Haag Jerzy Lewicki TELEPHONE 375-6012 375-6010 375-6280 375-6281 375-627~ 735-<]:7:::' 375-6163 375-6407 375-6200 375-6201 375-6226 375-6227 375-6260 JAfL 16.1997 2: 15PM SCHARLIN, LANZETTE NO. 342 P.l/5 This instrument was prepared bYI Boward R. Saharlin, Esq. Saharlin, Lanzetta,'Cohen, Cobb' Ebin 1399 S.W. 1 Avenue, 1400 Miami, FL 33130 . , co' . '~M 2 2 /997 PZLANNING AND ONING DEPT. AGREEMENT THIS AGREEMENT, is made by and between HOWARD R. SCHARLIN, TRUSTEE (hereinafter referred to as "Scharlinll) and THE.WESTWIND GROUP, INC., a Florida corporation (hereinafter referred to as "Westwindtl). WIT N E SSE T H: WHEREAS, Scharlin and Home Depot U.S.A, Inc. have heretofore joined in a Reciprocal Easement and Operating Statement (the "Original Agreement") as recorded in the Public Records of Palm Beach County, Florida in Official Records Book 6378, Page 1953 on the 8th day of March, 1990. A copy of the original Agreement is annexed for convenience of the parties that may from time to time deal with this instrument. The definitions established in the Original Agreement when used here shall have the meanings established in the Original Agreement; and WHEREAS, Scharlin is selling a portion of the Out Parcels as defined in Exhibit "A-1" of the Original Agreement to Westwind which portion is referred to here as the Westwind Parcel and is more particularly described in Exhibit "2" annexed; and WHEREAS, as part of the consideration provided to Westwind in connection with the acquisition of the Westwind Parcel, the parties have agreed as follows: 1. Assianment of Riahts. Scharlin hereby includes the Out Parcels as part of the Scharlin Parcel and assigns to Westwind a non-exclusive right to share in the non-exclusive easements over and across the common areas within the Center as created in the Original Agreement upon the terms for the use and enjoyment thereof as provided for in the Original Agreement. The site Plan, annexed to the Original Agreement, identifies a primary access road for ingress and egress to the common areas from S. W. 8th Street. Scharlin in joining here agrees that he shall not join in any instrument providing for the relocation of such primary access road without the written consent of such modification given in recordable form by Westwind. JAN. 15. 1997 2:15PM SCHARLIN. LANZETTE NO. 342 P.2/5 2. Access Road. Scharlin agrees to dedicate a non-exclusive access easement over and across the 27' adjacent to and north of the Westwind Parcel extending from S.W. 8th street to the Home Depot parking area shown. on the site Plan. Scharlin shall construct an access road on such easement in accordance with the specifications required for such construction by appropriate governmental authorities. Westwind has reviewed the proposed plans for such construction. The cost of the access road to be built by Scharlin shall be shared equally by Westwind and by Scharlin. At closing of the westwind Parcel, Westwind shall deposit with the Escrow Agent named below, an amount equal to one-half of the estimated cost of construction of this access road over and above the purchase price for the westwind Parcel. Scharlin shall deliver to said Escrow Agent and equal amount from the prooeeds due to Scharlin at closing. These funds shall be disbursed to Scharlin as construction of the access road proceeds based on construction draw requests in form ordinarily used by insti tutional lenders for construction draw requests in Palm Beaoh County, Florida. The estimated cost of construction of the road (including the construction of the proposed out in the existing median separating the north bound lane from the south bound lane of S.W. 8 street) is Thirty Thousand and 00/100 Dollars ($30,000.00). In the event the $30,000.00 cost for construction of the access road and the said median cut exceed the amount indicated above, then such costs shall be assumed and paid for by the Schariin. This access road. shall not be relocated without the consent of Westwind, which consent shall not be unreasonably withheld. 3. Notice. For purposes of this Agreement, the parties shall provide notice each to the other by delivery of written notice as follows: As to Seller: Howard R. Scharlin 1399 S.W. 1 Avenue, #400 Miami, FL 33130 As to Buyer: westwind Group, Inc. 12555 High Bluff Drive, #102 San Diego, CA 92130 Each party shall have the right to change their address for purposes of notice hereunder by giving written notice of change to the other party at the address indicated. 4. Enforceabilitv. This Agreement shall be specifically enforceable by appropriate action in the circuit Court, Palm Beach County, Florida. The successful party shall be entitled to all costs and fees incurred in the bringing of suoh action. Further, with respect to the construction of the access road, in the event of unreasonable delay in proceeding with such construotion and upon fifteen (15) days written notice for the curing of such delay, Westwind may undertake completion of construction in the nature of self-help. In the undertaking such work, Westwind shall be 2 JAN.15.1997 2:17PM SCHARLIN. LANZETTE NO. 342 P.3/5 entitled.to draw on the escrow fund in the same manner as draws were allowed by Scharlin. 5. Miscellaneous. a. Governing Law. This Agreement shall be governed by and interpreted under the laws of the state of Florida and any action with respect thereto shall be brought in the circuit Court for Palm Beach County, Florida. b. Execution of Aqreement. This Agreement may be executed in multiple counterparts each of which when taken separately shall const.itute an original and all of which taken together shall constitute one and the same agreement. c. Effective Date. This Agreement shall be effective on the date of recordation thereof and the concurrent recordation of a Warranty Deed conveying the Westwind Parcel from Scharlin to Westwind in the Public Records of Palm Beach County, Florida. IN WITNESS WHEREOF, the parties hereto have set their hands and seals on this I~~ day of December, 1996. Signed, sealed and delivered in the presence of: ~~.. ~~ ~ t4. SQ.no~n.. '-t?7~ ~ A? Ii A. el.JltlJ..K: ... ~~)~ -4t.~~~ OCi:EA ~~ WESTWIND GROUP, INC., a califoiPia corporation Florlclo... - 3 JAN.16.1997 2:18PM SCHARLIN, LANZETTE NO. 342 P.4/5 S'l'ATE OF FLORIPA COUNTY OF DADB Wha foregoing instrument was acknowJ.e~geci before me this 16t.l1 day of Deaembst", 1996, );)y Howard R. Soharlln, i'rust.ee who 1_ personally known 'to me. -oil S'l'A'l'E OF CALIFORNIA I COUNTY OF ~,,~\~O The foregoinq inst~ent was aoknowledge" before me tbi$ 16th day of DeQeJ'lIber, 1996, by Les Big-ginfJ as Vioe President of 'rhe wefiltwinc! Q:r:a\lP, Inc., It Flo:ric1a corporation who its personally known to me. I ':t KENIA SANCHEZ NOl'ARY pUBUCsrA~OffLOlU CO~MlS&lON NO. CC381140 MY COMMISSION EXP. \lLV 4,19J8 . QfANuWEMR ~I.'''' .1097127 NatalYMIC-~ D CIIgO CCU1ty ... MvCorrm. ... Mat 12. ZIJ) (':~~~~M> dl~ Notary Pub11c state of califD~1a priJltecl nqe. O\~~\-AA\I"\.E ~ ~ CollPliu1on Numb.!:. \~"l6Z.' . '~.'.'~ ", 4 JRN. 16. 1997 2:19PM SCHRRLIN, LRNZETTE NO. 342 F'.5/5 Exhibit "2" Legal Descriotion A portion of Tract C, SHOPPES OF WOOLBRIGHT P.C.D., as recorded in Plat Book 65. Pages 137 and 138, of the Public Records of Palm Beach County, Florida, more particularly described as follows: Commencing at the Northwest corner of said Tract C, thence Southeasterly. along the West boundary of said Tract C and the arc of a curve concave to the Southwest (radial line to said point bears N84019'OO"E), having a radius of 1851.74 feet, a central angle of 0400r'11M and an arc distance of 133.15 feet; thence S01033'49"E. 178.27 feet to the POINT OF BEGINNING (last two (2) courses and distances being coincident with the West boundary of said Tract C); thence N890S0'2S"E, along a line 311.09 feet South of and parallel with .the North boundary of said Tract C, for a distance of 165.23 feet to a point on the East boundary of said Tract C; thence SOOO09'3S"E, along said East boundary, for a distance of 239.26 feet to a point on the South boundary of said Tract C; thence S77'SO'21"W. along said South boundary, for a distance of 61.50 feet; thence S8504S'32'W, 57.13 feet; thence N4r54'08'W, 57.88 feet to a point on the West boundary of said Tract COast three (3) courses and distances being coincident with the South boundary of Tract C); thence N01033'49"W, along said West boundary, for a distance of 217.61 feet to the POINT OF BEGINNING. Said lands lying and situate in the City of Boynton Beach, Palm Beach County, Florida, containing 40,000 square feet. 0.918 acres, more or less. ill JAM 22- WlNGtIf m AGREEMENT This agreement, is rnade by and between HOWARD R SCHARLlN, TRUSTEE (hereinafter referred to as "Scharlin") and MORTON GROUP, INC., as Agent for Discount Auto Parts, Inc. and Favorite Food Courts, Inc., a Florida Corporation (hereinafter referred to as "Morton Group") WIT N E SSE T H: WHEREAS, Scharlin and Home Depot U.S.A. Inc., have heretofore joined in a Reciprocal Easernent and Operating Statement (the "Original Agreement") as recorded in the Public Records of Palm Beach County, Florida in Official Records Book 6378, Page 1953 on the 8th day of March 1990. A copy of the Original Agreement is annexed for convenience of the parties that may frorn time to time deal with this instrument. The definitions established in the Original Agreement when used here shall have the meanings established in the Original Agreement; and Whereas, Scharlin is selling a portion of the Out Parcels as defined in Exhibit "A-1" of the Original Agreement to Morton Group which portion is referred to here as the Morton Group Parcel, and is more particularly described in Exhibit "2" annexed; and Whereas, as part of the consideration provided to Morton Group in connection with the acquisition of the Morton Group Parcel, the parties have agreed as follows: 1.Assignment of Rights. Scharlin hereby includes the Out Parcels as part of the Scharlin Parcel and assigns to Morton Group a non-exclusive right to share in the non-exclusive easements over and across the common areas within the Center as created in the Original Agreement upon the terms for the use and enjoyment thereof as provided for in the Original Agreernent. The Site Plan, annexed to the Original Agreernent, identifies a primary access road for ingress and egress to the Common Areas from S. W. 8th Street. Schar/in in joining here agrees that he shall not join in any instrument providing for the relocation of such primary access road without the written consent of such modification given in recordable form by Morton Group. 2.Access Road. Schar/in agrees to dedicate a non-exclusive access easement over and across the 27' adjacent to and between the Discount Auto and Food Court Parcel extending from S. W. 8th Street to the Home Depot parking area shown on the Site Plan. Scharlin shall construct as access road on such easement in accordance with the specifications required for such construction by appropriate governmental authorities. Morton Group has reviewed the proposed plans for such construction. The cost of the access road to be built by Scharlin shall be shared equally by Morton Group and by Scharlin. At closing of the Morton Group Parcel, Morton Group shall deposit with the Escrow Agent named below, an amount equal to one-half of the estimated cost of construction of this access road over and above the purchase price for the Morton Group Parcel. Scharlin shall deliver to said Escrow Agent an equal amount from the proceeds due Schar/in at closing. These funds shall be disbursed to Scharlin as construction of the access road proceeds based on construction draw requests in forrn ordinarily used by institutional lenders for construction draw requests in Palm Beach County, Florida. The estirnated cost of construction of the road is $18,000.00. In the event the cost for construction of the access road exceeds the amount indicated above, then such costs shall be assumed and paid for by Scharlin. 3. Notice. For purposes of this Agreement, the parties shall provide notice each to the other by delivery of written notice as follows: As to Seller: Howard R. Scharlin 1399 S.W. 1 Avenue #400 Miami, FL 33130 As to Buyer: Morton Group, Inc. 902 Clint Moore Road #124 Boca Raton, FL 33487 Each party shall have the right to change their address for purposes of notice hereunder by giving written notice of change to the other party at the address indicated. 4. Enforceability This Agreement shall be specifically enforceable by appropriate action in the Circuit Court, Palm Beach County, Florida. The successful party shall be entitled to all costs and fees incurred in the bringing of such action. Further, with respect to the construction of the access road, in the event of unreasonable delay in proceeding with such construction and upon fifteen (15) days written notice for the curing of such delay. Morton Group may undertake completion of construction in the nature of self-help. In the undertaking such work, Morton Group shall be entitled to draw on the Escrow fund in the same manner as draws were allowed by Schar/in. 5. Miscellaneous a. Governing Law. This agreement shall be governed by and interpreted under the laws of the State of Florida and any action with respect thereto shall be brought in the Circuit Court for Palm Beach County, Florida. b.Execution of Agreement. This agreement may be executed in rnultiple counterparts each of which when taken separately shall constitute one and the same agreement. c. Effective Date. This agreement shall be effective on the date of recordation thereof and the concurrent recordation of a Warranty Deed conveying the Morton Group Parcel from Scharlin to prospective owner in the Public Records of Palrn Beach County, Florida. IN WITNESS WHEREOF, the parties hereto have set their hands and seals on this day of January, 1997. Signed, sealed and delivered in the presence of: Howard R. Scharlin, Trustee Morton Group Inc., as Agent a Florida Corporation by: ." --~-_._._----~._~._-------_.._--_.__.__.._.._"--"_.,..--- , .;-~~ ~---- f.. N e.1.. I" (( r' 4' "1\1\ y--;' t d't-1""~ ~ Barton-Aschman Associates, Inc. 2627 N.E. 203rd Street (Ives Dairy Road), Suite 207 Miami, Florida 33180 USA January 23, 1990' Phone: (305) 935-0410 Fax: (305) 931-1097 73>r~ /Jd- q ()oD Z~-- - M"t". F. Martin Pen:y SUite 1000 1665 Pa1ln Beach lakes BcW.evard West Pa1ln Beach, Florida 33401 Re: Woolbright Place RID/PCO .'" Enhancement Revaluation/1986 \ Dear Mr. Pen:y: As requeste:i, 'We are herewith submittin;J the results of a re-evaluation for the Woolbright Place RID/PCO in Boynton Beach. '!his report replaces the interim reports of october 23, 1989, arxl January 10, 1990. '!his analysis holds constant the basic assunPtions, backgroJn1 con::1i.tions arxl level of service starrlards containe:i in the original report of record, prepared by I:e.vid N. Murray, P. E. of Murray-D.Jdeck & Associates dated April 1, 1986. Traffic generated by the original FUD/PCD was extracted from the daily arxl peak hour volumes arxl replaced by traffic from the enhanced larxl use plan. '!he methodology used for intersection analyses was the 1985 Highway Capacity Manual, Special Report 209, plblished by the Transportation Research Board. '!his method, an FOOl' S't:aOOard, provides greater accuracy relative to multi1i1ase signal sequences arxl exclusive turning lanes. '!he results of the analysis, usin;J the new larxl use plan arxl methodology, identify that the WoolbrightJ>lace FUD/PCD can be acxxmnodated urx:ler these corxtitions with minor signal" ilnprovements at the affected intersections and the provision of turning lanes at SW 8th street, as detailed in the SUmmary of findings arxl recx:mrerrlations. Sincerely, BAR.roN-ASaJMAN ASSOCIATES, INe. ~D'~~ Principal AssoCiate co: I:e.vid lJ:Ny [6J ~ " ,:<< :":;"~:_..: "". ..~-"._---~---'-..-..---,-_._---_.---.:......._._---_._. Cd 'l'RAFJi'IC IMPACT ANALYSIS .xlLBRIGHr PL1\CE PCD/PCD ~ IAND USE PLAN 1986 a::INDITIONS JANtmRY 23, 1990 Prepared for: '1'RADEWINn9 GroUP Clint Moore COl:pOrate Plaza 902 Clint Moore Road, SUite 124 Boca Raton, Florida 33487 Prepared by: J:mRTON-~ ASSOCIM'E'S, ~. 3111 SOUth Dixie Highway SUite 222 West Palm. Beach, Florida. 33405 1703.09.01 '~'. .:~lI:X: . ~..._L__ -."~' w- . '!!ABLE OF 0JNl'ENl'S Introduction 1 Project I.an:1 Use Data 1 Trip Generation 1 Traffic Perfo:cnance st:.an:3a.rds 4 Intersection Analyses 5 SW 8th street 6 SUmmary of Fi.rxiin;s am Reccntunen::ations 7 APPENDIX Al - AlO A-ll Al2 - Al4 Al5 - Al6 Al7 - A26 signalized Intersections, SUmmary RelX'rts. Kilday & Associates site Plan/Access Plan for SW 8th st. Mixed Use/Capture worksheets Trip Generation Rates, 3rd Edition ITE. Intersection Worksheets ii ',"~"-~.-"..,...' .. -~_...._...._-_.--_.- -".-;-nrc.. .-.-.. ---.---.--.. m__.._~._________..____,_~ __. __c-.. --..- - - - .-,--,.._--_._-~---_.,---_... ' . LIST OF TABLES Tables 1. Mixed Use Intemal Capture 2 2. Future Traffic From Project Developnent Woolbright 2 Place roDjPCD Enhanced I.an::l Use Plan 3. Woolbright Place RJDjPCD oistril:lution of Project Trips 3 4. Woolbright Place RJD/FCD ~roughfare Inpacts 4 5. Intersection Level of Service Highway Capacity Manual 6 Existin] + Backgroun:l + Project iii ,..t, -------:---- --:;:;:~~, __:~~H_ -. ,~ . " In1:J:oduction '!he pD:pOSe of this traffic study is to re-evaluate the reportEd inpacts ani brprovements as contained in a report by Murray-D.ldeck & Associates ~) i dated April 1, 1986. '!he re-evaluation is necessitated by a chan;e in the Woolbright Place RJD/PCD lam use plan, am a directive that this chan;e be evaluated I base:! on the original 1986 backgrourxl corxiitions ani perfonnance ~. I A substantial portion of the MeA. report addresses the development of backgrourxl c:orx:1itions. since these are bein; held constant, this report will not replicate that data, but accepts it by reference as is appears in the MDA report on Table 1 page 4, Figure A, Figure 22 page 12, Figure 2D page 13, Figure 3 page 14, ani Figure 4 page 15. Pioiect Land Use Data '!he enhanced lani use plan for Woolbright Place :roD/fa) contains the followin;J elements; . - Mllti-FamilyResidential - Home Depot & Garden Center - Retail/Shoppin;J - Olurch - School - Olurch 600 D.U. 102,250 S.F. 215,750 S.F. 500 Students 1200 seats Trio Generation To maintain consistency, the same 'Ihird Edition of the Institute of Transportation's Trio Generation Report was utilized for the enhanced larrl use plan. Trip ,Generation rates for the Olurch/School were taken directly from the prior MeA. report. '!he Home Depot trip generation rates were obtained from Barton-Aschrnan studies of 6 Home Depots located in Florida (4) ani Texas (2) .'lhese studies were conducted in 1985, arrl peak hour counts were corx1ucted at the Iauderdale Lakes store on Friday October 13, 1989. 1 "'):'., , .r -~-- _..In._ ~--"'a' .,,-~ f , Internal trip capture resultin;J from a mixed use developrent had to be reduced fran the MDA report due to the shift in proportion of lam use elements. '!he rates were held as close to the original report as possible.. Hcwever, 'When an unrealistic pattem resulted, the rates were adjusted (reduced) to produce a realistic comition. '!he rates used are detailed in Table 1 arxi graphically depicted in the apperxtix. !t'a))).e 1 MIXED USE IN!'EmmL CM'roRE I.an:l Use Origin to Destination Residential-to-rai:ail Church/School-to-Residential 5% 15% 20% 15% W~y Daily 25% 25% >>f. ~ IN ~ Rates for retail passer-by were held at 25% consistent with the MOA report of 4/1/86. '!his is particularly conservative. since the ITE 4th Edition nCM penni.ts 38% during the peak hoor, am 28% for the entire weekday. A sumrna:r:y of the trip generation data as applied to this re- evaluation is detaile1. in Table 2. '!he distribution of proj ect trips as applie1. in the MDA report is detaile1. in Table 3. Table 2 l'lrlV1<E TRAFFIC F.ROK Pm7ECT DEVEIDFMENr ax>LBRrGm.' PU.CE PUD/PCD ENImN::ED IANDUSE ~ Weekday AM Peak Hour IandUse # units': Daily Trip; in out Home Depot I 102,250 SF 4540 70 30 Retail Shoppin;J 215.750 SF 10918 ~ ~ SUb-Total 318,000 SF 15458 156 73 Passer-by (25%) ~ -28 -28 11594 128 45 FM Peak Hour in out 160 180 506 ~ 666 709 -167 -167 499 542 2 :,:;c:;z;x. L ..:~~~~--~~ .. -,._-_._.._-------~~~-' --~_.._-- -.-.-- , ... Table 2 (continued) ~v~'UHtl 'I'lU\FFIO FIni P.A::lJ'EC'l' R.taJl:.:v.ta.OH!ENr lQOOLBRIGH'l' ~ PCD/PCD ' ENHAN:::ED LAND USE PIAN Weekday AM Peak Hour m Peak Hour I.anj Use i units rail v Trips in out in out . , ReS. ~ti-Fami1y 600 D.U. 3960 60 300 240 120 -' thurch/Sdlool 500 Students 510 90 60 2 6 Church 1200 Seats lli 12 12 18 18 4710 156 366 306 144 Mixe.d-Use Internal capture (trip-enis) 2356 42 42 79 79 Total Extemal Trips 13948 242 369 680 607 I Source: 1. Barton-Aschrran/Home Depot studies 1985 & 1989. 2. ITE 1986 3rd Edition Trip Generation Report. 3. M..1riay D.1deck & Associates 4/1/86 Report. Table 3 moLBRIGHT ~ PUDIPCO DISTRIBUTION OF Pm1EC'l' TRIPS Res/Church/SChool Retail/Conun. 'Ihoroughfare Segment In out In O-lt Woolbright Rd. Seacrest - 1-95 N. 5% 5% 20% 20% 1-95 N. - 1-95 S. 20% 25% 30% 30% 1-95 S. - SW 8th 40% 40% 40% 40% SW 8th - SW 18th 15% 15% 30% 30% SW 18th - CorxJreSS 10% 10% 20% 20% ~ Ave. So. of Woolbright 5% 5% 5% 5% No. of Woolbright 5% 5% 5% 5% Boynton Beach Congress - SW 8th 5% 5% 5% 5% Road SW 8th - 1-95 S. 15% 15% 0 0 Seacrest Blvd. N. of Woolbright 3% 3% 10% 10% S. of Woolbright 1% 1% 5% 5% 3 u._,~: :, ::~,:-. -.-------.----- _______m__ "_" --~_-=---:.~ ;1 I. , ~t'io Pe:i:'foz:manoe standards 'nle Mm report of 4/1/86 evaluated the projects jn-pact relative to the Palm Beach COlmty Traffic Perfonnance stanjards (R-81-6). since the initial analysis faIIrl all links within the influen=e area to be operating below LOS-O, the project was identified as category~. Since background corxlitions have, been held constant, the category remains >> with the enhanced . .. lard use plan. 'lhe followirg comments are offered, am remain consistent With the Mm report. t 1. In analyzing the daily traffic \.Il'Der the criteria in category "A" on all affected links, the results irxticate that the project is not a category "A" project. 'lherefore, this project roES NOr have to cx:mnit to offsite roadway intprovarents, before 1:eirg considered a viable proj ect sul::mi.ssion. 2. Urxier the proposed development at full capacity the project is a cateqoty "B" Project, based on the 1986 design of Con;ress Avenue. 3. Urxier category "B" pmsin;J examination, this project does not generate traffic in excess of the staIx3ard, since Con;ress has been built to a 6-lane facility. '!hus phasirg will not be necesscu:y. '!he specific perfonnance starxlards am levels of seJ:Vice applied to the 4/1/86 Mm report of record appears on Page 21, ard a~ B - Page 4 of the Mm report. 'lhose values were held constant in this re-evaluation. As detailed in Table 4, Project traffic added to background and "other' developaent" trips does not cause arrj of the segments urrler study to exceed the Level of SetVice 1> threshold. ~able .. lD:>L13RJ:GHT PUCE POD/PCD THOroUGHFARE IMPAC1'S ~ 1985 Bac.kgroun::l Project Total Level of 'Ihoroughfare seqn-ent Base Tra!fic Traffic Traffic ser-.rice Woolbright Fd. Seacrest - I-95 N. 22718 1489 2486 26693 C I-95 N. - I-95 S. 18375 4825 4230 27430 C I-95 S. - SW 8th 14031 8161 5580 27772 C 'sw 8th - SW 18th 14031 5075 3980 23086 B SW 18th -! Congress 14031 4691 2652 21374 A 4 :".- 'W ~------_.~-~"- ~,'.::gu;;-- ---=-=:-~==....- - ----- -. ------_...--=-------~--------_. .. Table " (Continued) lilOOLBRIGRr PIACE PODIPCD THOroUGHFARE IMPACTS 1985 Backgroun:l Project Total level of . ?J1orouahfare Secnnent , Base Traffic Traffic Traffic Service <\.,. ._..~ Ave. So. of Woolbright 15078 1105 747 16930 A No. of Woolbright 15078 2928 19P6 19912 A Boynton Beach Corgress - SW 8th 28798 329 747 29874 A Road SW 8th - 1-95 S. 28798 329 502 29629 C seacrest Blvd. N. of Woolbright 14060 745 1193 15969 A S. of Woolbright 16295 373 646 17314 A Notes 1. ~~. 21 an:i Appen:llx B cites the followin; level of service values lanes 4-ID 6-ID IOO-C 30,000 46,400 IOO-D 36,000 55,800 Intersection AnalYSes " Fach of the five critical adjacent intersections identified in the MD.!\. report were re-evaluated for AM an:i :EM peak hour levels of service based on the enhanced lan:i use plan. '!he methcxi of analysis for this report consists of the Highway capacity Manual (HCM), released in 1985 an:i currently the st:aIrlard adopted by FOOr. 5 .:.. -~... ..._....____..__.___.____~.____'.___.n.___ .'.:';~ .._.'~ =-:r":. '1'able 5 ~ON LEVEL OF SERVI~ mGBWAY OPAC:I'1'Y:J.mNOAL 1"'1 EXISTnn + Jm.CKGroUND + PR:l:1ECl' _ . Intersection 1. WOOlbright Road & SW 8th st. Condition 4 Ianes WOOlbright, plus westlxurx:l Right 'l\lrn. SW 8th Nort:hl:x:lurrl, left, left-thru, Right. SW 8th Sout:hbourrl, left, left-thrit, Right. Split phasing North/SOUth with East/West I.eft tum OVerlap Peak Hour AM FM D D 2. Woolbright Rd. & 1-95 South Exi.sti1q C C 3. WOOlbright Rd. & 1-95 North Exi.sti1q C C 4. WOOlbright Rd. & Seacrest Blvd. Seacrest Nort:hl:x:lurrl, C C Res'tripe left, I.eft-thru, 'lhIu-right. Split phasing North/South 5. Woolbright Rd. & Congress Existing 1989 (Reconstnlcted) C C SW 8th street: '!he realigrnnent of SW 8th street am site related driveways am intersections should be consistent with the acx::ess plan prepared by Kilday am Associates. . A copy of the plan is attached, in:1icating the proposed lane ar:ran:rements am spacing for driveways A,B,C, (D-deleted) E,F and G. 6 "'1 ,\ I 1 --~_. -- ------- SUl'mIa.rV of ~ai.nqs & Recamnen&!tions FINI)IN:;S 1. '!he enhanced Woolbright roDfPCD renains a category ~ proj ect based on TPS StaOOards contained in (R-86-6). '!his ren:iers the project a viable submission withalt up-front conunitments for off-site roadway in'provements. 2. At full development, the project wa.lld renain a Category ~ project, based on the 1986 design of Co~ Avenue. 3. '!he project does not generate traffic in excess of the st:arrlard since Congress ~ been built to a 6 lane facility arxl therefore phasirx:; will not be necessary. RECX:lMMENDM'IONS 1. At the intersection of Woolbright Rd. & SW 8th st.: a) Constroct three sout:hl:xlurrl approach lanes from the project, b) Construct a west:l:x::Ium right turn lane, arxl c) Add a third northbound lane at the Boynton Center/Pylon Interstate driveway: d) provide a mul.ti-~ signal controller with split north/south ~. NQte: Install traffic signal when warrants are met based on . MOTCD stan:Jards. 2. Seacrest Blvd. & Woolbright Rd.: a) Restripe Seacrest northbourxi for left, I.eft-thru am thru-right b) provide protected-pennissive EastjWest left tum Jilasirx:;, c) provide split phasirg for the North/Sooth approaches. 3. Construct realigned SW 8th street consistent with the site plan prepared by Kilday & Associates, a copy of which is attached. 7 ./<.~~~.._.~.. ....... ----...--.-.,...---. - -==-- APPENDIX WOOLBRIGRr ~ PCD/PCD ~ 23, 1990 I : I I I I \ 1.,/ "'Y\-,-."?i-~'. -""-"---"--""---- - -~----"--------" I I I I I I I I I I A-\ 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT *.**......**************..***.***...**...*..*******.************.********* INTERSECTION..YOOLBRIGHT ROAD/SY 8TH STREET AREA TYPE.....OTHER ANALYST.......ANDRE GROENHOFF OATE.......~..01/Z1/90 TIME..........AM PEAK 1986 COMMENT.......ENHANCED LAND USE I MDA 1986 DATA 8ASE -------------------------------------------------------------------------- VOLUMES GEOMETRY E8 ye N8 S8 E8 U8 N8 SB LT 92 424 76 239 L lZ.0 L 12.0 L lZ.0 L 12.0 TH 1288 1355 45 105 T 12.0 T 12.0 LT )2.0 LT 12.0 RT 121 111 80 80 TR 12.0 T 12.0 R 12.0 R 12.0 RR 60 100 60 60 12.0 R 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS I GRADE HV ADJ PKG 8USES PHF PEDS PED. BUT. ARR. TYPE (%) (%) Y/N N", Nb Y/N ",in T EB 0.00 2.00 N 0 4 0.95 0 N 20.5 3 YB 0.00 2.00 N 0 4 0.95 0 N 20.5 3 N8 0.00 2.00 N 0 0 0.95 0 N 23.5 3 5B 0.00 Z.00 N 0 0 0.95 0 N 23.5 3 -------------------------------------------------------------------------- PH-1 EB L T )( TH RT PO UB L T )(, TH RT PO GREEN 16.0 YELLOY 3.0 SIGNAL SETTINGS CYCLE LENGTH - 90.0 PH-Z PH-3 PH-4 PH- 1 PH-2 PH-3 PH-4 )( N8 LT )( )( TH }{ )( RT )( PO }{ S8 LT )( )( TH }{ )( RT X PO 34.0 0.0 0.0 GREEN 10.0 18.0 0.0 0.0 .3.0 0.0 0.0 YELLOU 3.0 3.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C GfC DELAY LOS APP. DELAY APP. LOS EB L 0.045 0.589 5.9 8 38.0 D TR 1.028 0.378 40.2 E U8 L 0. 984 ., 0.589 45.6 E 39.2 D T 1.017 0.378 37.4 D R 0.016 0.489 7.7 8 N8 L 0.335 0.11 t Z8.5 D 25.9 0 LT 0.303 0. 1 t 1 Z4.0 C R 0.121 0. 11 1 23.3 C S8 L 0.499 0.200 25.3 D ZZ.7 C LT 0.511 0.200 Z1.6 C R 0.036 0.378 11.4 8 --------------------------.------------------------------------------------ INTERSECTION: Delay: 36.6 (sec/veh) vIe.. .0.817 LOS .. D ";=--.,~, , '..,;,:'\W~ '.;" ......_"._---,._-----,- -n--. , .'. --------- I · I I I I I I I I I I I I I I I I I I A. 2- tS85 HCM: SIGNALIZEO INTERSECTIONS SUMMARY REPORT *************************************.************************************ INTERSECTION..WOOL8RIGHT ROAO/SW 8TH STREET AREA TYPE.....OTHER ANALYST.......ANORE GROENHOFF OATE..........01/Zt/S0 TIME.........~PM PEAK 1985 COMMENT.......ENHANCEO LANO USE I MOA 1985 OATA 8ASE -------------------------------------------------------------------------- VOLUMES GEOMETRY E8 WB NB SB EB WB NB SB LT 315 tt8 t34 41Z L 12..0 L 12..0 L tZ.0 L \2..0 TH 1336 1Z45 \S5 \11 T 1Z.0 T 12..0 LT \2..0 LT 12..0 RT 34 3SZ 445 Z31 TR 1Z.0 T 12..0 R 12..0 R 12..0 RR 34 \00 \00 S0 1Z.0 R \2..0 12..0 12..0 1Z.0 \ 2..0 \2..0 12..0 \2..0 \2..0 \2..0 12..0 -------------------------------------------------------------------------- AOJUSTMENT FACTORS GRADE HV AOJ PKG BUSES PHF PEOS PED. BUT. ARR. TYPE <X) <X) Y/N Nl'\ Nb YIN l'\in T E8 0.00 Z.00 N 0 4 0.95 0 N Z0.5 3 W8 0.00 Z.00 N 0 4 0.95 0 N Z0.5 3 N8 0.00 Z.00 N 0 0 0.95 0 N Z3.5 3 S8 0.00 Z.00 N 0 0 0.95 0 N Z3.5 3 --------------~----------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH - 90.0 PH-1 PH-Z PH-3 PH-4 PH-1 PH-Z PH-3 PH-4 ES LT X X NB LT X TH X TH X RT X RT X PO PO WB LT X X SB LT X TH X TH X RT X RT X PO PO GREEN 13.0 35.0 0.0 0.0 GREEN 12..0 18.0 0.0 0.0 YELLO'" 3.0 3.0 0.0 0.0 YELLOW 3.0 3.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C GIC DELAY LOS APP. OELAY APP. LOS E8 L 0.802. 0.567 Z 1.3 C 2.8.4 0 TR 0. S8Z 0.38S 30.1 0 WS L 0.141 0.5S7 7.0 B 19.6 C T 0.S08 0.38S 2.2..1 C R 0.510 0. 38S 14. , 8 NB L 0. 600 0.133 30.S D Z8.4 0 LT 0.702. 0. \ 33 Z9.0 0 R 0.8Z9 0.2.78 Z7.1 0 5B L 0.787 0.2.00' 33.7 0 2.8.5 0 LT 0.756 0. 'Z 00 Z7.1 0 R 0.571 0. 'Z 00 Z2..6 C -------------------------------------------------------------------------- INTERSECTION: Oelay; 2.5.3 (sec/veh) vie.. 1.014 LOS - 0 ~. :::;~ ________ :._______~:T:________ /1. -"1 1985 HCM: SIGNALIZEC INTERSECTIONS SUMMARY REPORT *****.***.*******.******.**....******...******.*************************** INTERSECTION..UOOLBRIGHT ROAD/I-95 58 RAMPS AREA TYPE.....OTHER ANALYST.......AG CATE..........01/2t/90 TIME..........AM PEAK 1~86 eOMMENT.......ENHANCED LAND USE I MDA DATA BASE --------------------------------------------------------------'------------ VOLUMES GEOMETRY E8 1.18 NB 5B EB UB NB 5B LT 0 208 0 tt0 T 12.0 L 12.0 12.0 L 12.0 TH 1224 1441 0 0 T 12.0 T 12.0 \2.0 L 12.0 RT 4tt 0 0 519 R 12.0 T 12.0 11.0 R 12.0 RR 100 0 0 60 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 'I 12.0 12.0 12.0 12.0 ~l .i -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRACE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. HPE (X) (X) Y/N NI'I Nb Y/N l'Iin T E8 0.00 2.00 N 0 4 0.95 0 N 11.5 3 1.18 0.00 2.00 N 0 4 0.95 0 N \ 1 .5 3 NB 0.00 0.00 N 0 0 1.00 0 N 20.5 3 58 0.00 2.00 N 0 4 0.95 0 N 20.5 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH . 90.0 PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 EB LT NB LT TH )( TH RT )( RT PO PO WB LT )( SB LT X TH X )( TH RT RT X PC PC GREEN 31.0,1 30.0 0.0 0.0 GREEN 20.~ 0.0 0.0 0.0 YELLOU 3.0' 3.0 0.0 0.0 YELLOU 3.0 0.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. : vIe G/C DELAY LOS APP. DELAY APP. LOS EB T 1 . 04 1 0.333 46.0 E 37.6 0 R 0.380 0.556 7.4 B UB L 0.360 '0. 344 16.9 C 9.4 B T 0.579 0.71t 4.3 A SB L 0.153 0.222 21.4 C \ Z. 1 B R 0.334 0.933 0.2 A" -------------------------------------------------------------------------- INTERSECTION: Delay.' 21.8 (tsec/veh) V/C. 0.869 LOS . C "-"'~ ''1:-:'.,~' -- ~_.. . .-----..-. --_.~~-->_.__._._-~_.-.__...:..!.--.__._. ---------- ~-ct 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARV REPORT ..........................*.....................**.*......*......*..**.*.* INTERSECTION..WOOLBRIGHT ROAD/I-95 S8 RAMPS AREA TVPE.....OTHER ANALVST.......AG CATE..........01/21/90 TIME..........PM PEAK 1990 COMMENT.......ENHANCED LAND USE I MDA 1986 DATA eASE -------------------------------------------------------------------------- IJOLUMES GEOMETRY EB we ~IO se C'O we lID co .... ...... ..... ...... LT 0 231 0 240 T 12.0 I 12.0 12.0 L 1Z.0 .. "TH 1620 1074 0 0 T 1Z.0 T t? '" 12.0 L 1Z.0 ,~.~ RT 609 0 0 6ao R 1Z.0 T 1 Z.0 1Z10 0 t? f1I w... " ,...~ RR 100 0 0 100 1Z.0 1Z.0 12.0 t? f1I .~.v 1Z.0 1 Z.0 1Z.0 1Z.0 1Z.0 t? f1I 12.0 t? f1I ,&..... ,....u -------------------------------------------------------------------------- ADJUSTME~n FACTORS GRADE H" ADJ PKG BIICC'C PHF pC'nc Den BUT. PoRR. TVDe .. '"''''''-... ........ , .......,.. ." .... < X) <X) V III u_ ~~b VllI -.- T , .. ",., t' " ,......,. I EB 0.00 2.00 ~l f1I 4 0.95 '" N 1 1 .5 '7 .. .. .. WS 0.00 2.00 N 0 4 0.95 '" ~l 11.5 '7 Of .. NB 0.00 0.00 ~l '" 0 1.00 0 N Z0.5 '7 .. oJ SB 0.00 Z.00 ,N 0 4 0.95 f1I II Z0.5 '7 .. .. .. -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LE~lGTH - 90.0 PH-1 PH-2 PH-3 PH-4 PH-l DU_? PH-3 PH-4 , ., .. EB LT Ne LT TH X TH RT v RT " PO PO WB LT X co LT v ..... " TH X X TH RT RT X PC PO GREE~1 Z 1.0 4Z.0 0.0 0.0 GREEN 18.0 '" f1I 0.0 0.0 ...w VEL LOU 3.0 3,0 0.0 0.0 YELLOW 3.0 0.0 0.0 0.0 -------------------------------------------------------------------------- L c: IIC'I OF SERIJICE ~. '-'- LANE GP,p . tJlC G/C CELAV Lnc APP. DELAY APP. LOS .... .. ES T 0. 984 0.467 Z6.8 D ?? a C ........ R 0.5t8 0.567 5.3 e us L 0.591 0.Z33 Z5.0 C 11.0 0 ... T 0.419 0.733 3.0 t\ .. SS L 0.370 0. Z00 Z3.8 C 1Z.3 0 ... R 0.435 0.933 '" '7 A ..... ------------------------~------------------------------------------------- UJTERSECTImH Cclo.y;.- 18.1 (~cchch) IJ/C - 1.114 LOS - C V' ______A"__,~ -=:~::~==_.- . ....__._-~~_.- ".~- A. '5' 1985 HCM: SIG~ALIZED INTERSECTIONS SUMMARY REPORr ........**...*.....*..**************************************************** INTERSECTION..WOOLBRIGHT/I-95 NB RAMPS. AREA TYPE.....OTHER ANALYST.......ANDRE GROENHOFF DATE..........01/21/90 TIME..........AM PEAK 1986 COMMENT.......ENHANCED .LAND USE I MOA 1986 DATA -----------------------:--------------------------------------------------- I VOLUMES I t GEOt1ETRY I EB W8 N8 i S8 E8 WB NB 58 . LT 362 0 520 0 L 12.0 T 12.0 i' L 12.0 12.0 TH 970 1126 0 0 T 12.0 T 12.0 L 12.0 12.0 RT 0 376 100 0 T 12.0 R 12.0 R 12.0 12.0 RR 0 100 60 0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 --------------------------..----------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ P;{G 8USES PHF PEDS PED. BUT. ARR. TYPE (X) (X) Y/N NI'1 Nb Y/N l'1in T EB 0.00 2.00 N 0 4 0.95 0 N 11.5 3 W8 0.00 2.00 N 0 4 0.95 0 N 11.5 3 NB 0.00 2.00 N 0 4 0.95 0 N 20.5 3 SB 0.00 0.00 N 0 0 0.95 0 N 20.5 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH .. 90.0 PH-t PH-Z PH-3 PH-4 PH-l PH-2 PH-3 PH-4 EB LT X N8 LT X TH X X TH RT RT X PD PO WB LT SB LT TH X TH RT X RT PD PO GREEN 23.~ 35.0 0.0 0.0 GREEN Z3.0 0.0 0.0 0.0 YELLOW 3.0 J.0 0.0 0.0 YELLOY 3.0 0.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C . DELAY LOS APP. DELAY APP. LOS E8 L 0.846 0.256 33.8 0 16.9 C T 0.409 0.678 4.2 A WB T 0.821 0.389 18.3 C 18.2 C R 0.291 0.644 4.6 A NB L 0.627 0.256 23.6 C 23.9 C R 0.053 : 0.511 7.1 8 -------------------------------------------------------------------------- INTERSECTION: , Delay 17.3 (sec/veh) VIC 0.773 LOS = C . .. .. ,i , "~- ;-!!r~-- -.-. --:\_. 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT A-~ ...........................*..****..*.*..........*.....*....*..*..*.*..... INTERSECTION..WOOLBRIGHT/I-95 NB RAMPS' AREA TYPE.....OTHER ANALYST.......ANDRE GROENHOFF DATE. . . . . .=. . . .01/21/90 TIME..........PM PEAK 1986 COMMENT.... ...ENHANCED L~ND USE I NDA 1986 DATA BASE ------------------------------------------------------------,-------------- VOLUMES GEOMETRY EB WB NB SB EB WB NB SB LT 576 0 420 0 L 12.0 T 12.0 L 12.0 12.0 " ..TH 1221 911 0 0 T 12.0 T 12.0 L 12.0 12.0 RT 0 254 166 0 T 12.0 R 12.0 R It.0 12.0 RR 0 100 100 0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ ;:'KG BUSES PHF PEDS PED. BUT. ARR. TYPE ( %) (%) Y/N NPl Nb Y/N Plin T EB 0.00 2.00 N 0 4 0.95 0 N 11.5 3 WB 0.00 2.00 N 0 4 0.95 0 N 11.5 3 NB 0.00 2.00 N 0 4 0.95 0 N 20.5 3 SB 0.00 2.00 N 0 4 0.95 0 N 20.5 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH · 90.0 PH-l PH-2 PH-3 PH-4 PH-l PH-2 PH-3 PH-4 EB LT X NB LT X TH X X TH RT RT X PO PO WB LT SB LT TH .X TH RT X RT PO PO GREEN 32.0 32.0 0.0 0.0 GREEN 17.0 0.0 0.0 0.0 YELLOW 3.0 3~0 0.0 0.0 YELLOW 3.0 0.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. VIC GIC DELAY LOS APP. DELAY APP. LOS EB L 0.967 0.356 42.3 E 18.6 C T 0.. 469 0.744 3.0 A WB T 0.726 0.356 17.5 C 19.2 C R 0. 192 0:. 544 6.7 B NB L 0.685 0. 189 28.0 D. 25.4 0 R 0.048 0.933 0.1 A -------------------------------------------------------------------------- INTERSECTION: Delay - 18.3 (5ec/veh) V/C. 0.813 LOS = C )~ _"~___ '"'1;' A~1 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ...................................................................*...... INTERSECTION..WOOLBRIGHT ROAD/SEACREST AREA TYPE.....OTHER ANALYST.......ANDRE GROENHOFF DATE......... .01/21/90 TIME..........AM PEAK 1986 COMMENT.......ENHANCED LAND USE I MDA 1986 DATA BASE -------------------------------------------------------------------------- VOLUMES GEOMETRY EB lJB NB S8 ' . EB lJB N8 S8 . LT 80 70 252 91 L 12.0 L 12.0 L~ 12.0 L 12.0 TH 284 407 188 325 T 12.0 T IZ .0 LT lZ.e! T 12.0 RT 185 16 26 143 TR 1 Z.0 TR 12.0 TR 12.0 TR 12.0 RR 60 16 Z6 60 12.0 12.0 12.0 12.0 1 Z.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG 8USES PHF PEDS PED. BUT. ARR. TYPE (X) ( X) YIN NI'I Nb Y~N l'Iin T EB 0.00 2.00 N 0 4 0.95 0 N 20.5 3 WB 0.00 2.00 N 0 4 0.95 0 N 20.5 3 NB 0.00 2.00 N 0 4 0.95 0 N 20.5 3 SB 0.00 2.00 N 0 4 0.95 0 N 20.5 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH · 90.0 PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 EB LT X X NB LT X TH X TH X RT X RT X PO PO WB .LT X X S8 LT X TH X TH X RT X RT X PO PO GREEN 4.0 34.0 0.0 0.0 GREEN 20.0 20.0 0.0 0.0 YELLOl..J 3.0 3.0 0.0 0.0 YELLOW 3.0 . 3.0 0.0 0.0 -------------~------------------------------------------------------------ LEVEL OF SERVICE LANE GRP. VIC GIC DELAY LOS APP. DELAY APP. LOS EB L 0.073 0.456 10.5 B 11.9 B TR 0.324 0.378 12.9 B UB L 0.073 0.456 10.5 B 12. 1 8 TR 0.309 0.378 12.8 e, NS L 0.349 0.2ZZ 22.S C 21.1 C TR 0.488 0.222 20.4 C SB L 0.244 0;222 21.9 C 19.0 C TR 0.542 0. ZZZ 20.5 C II -------------------------------------------------------------------------- I NTERSECTI ON: Delay - 15.8 (sec/veh> V/C · 0.961 LOS · C ,...~ .;_~~:.~J. ,'.i'.'~' .. ... ~------ ..-=-----_:_~--- ~~--- A-S'" 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPOR"f ...................*.**.*.***...*****.***....***************************** INTERSECTION..WOOLBRIGHT ROAD/SEACREST' AREA TYPE.....OTHER ANALyST.......ANDRE GROENHOFF DATE..........01/21/90 TIME..........PM PEAK 1986 COMMENT..... ..ENHANCED LAND USE I MDA 1986 DATA BASE -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB EB WB NB SB 'LT 221 131 371 109 L 12.0 L 12.0 L 12.0 L 12.0 TH 577 752 437 299 T 12.0 T 12.0 LT 12.0 T 12.0 RT 242 131 120 126 TR 12.0 TR 12.0 I TR )2.0 TR 12.0 I RR 60 60 60 60 12.0 12.0 1 Z.0 12.0 12.0 1Z.0 12.0 12.0 1Z.0 lZ.0 12.0 12.0 --------------------j----------------------------------------------------- I' ADJUSTMENT FACTORS GRADE HV AOJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE eX) ex) Y/N NI"l Nb Y/N !'Iin T I EB 0.00 2.00 N 0 4 0.95 0 N 20.5 3 WB 0.00 2.00 N 0 4 0.95 0 N 20.S 3 NB 0.00 2.00 N 0 4 0.95 0 N 20.5 3 SB 0.00 2.00 N 0 4 0.95 0 N 20.5 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH - 90.0 PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 EB LT X' X NB LT )( TH X TH X RT X RT X PO PO WB LT X X SB LT X TH X TH X RT X RT X PO PO GREEN 14.0 29.0 0.0 0.0 GREEN 19.0 16.0 0.0 0.0 YELLOW 3.0 ~.0 0.0 0.0 YELLOW 3.0 3.0 0.0 0.0 -------------------------------------------------------------,------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS (iPP. DELAY APP. LOS EB L 0. 18Z 0.511 9.0 B 15.3 C TR 0.699 0.322 18.4 C WB L 0.030 . 0.511 8.3 B 17 .0 C TR 0.740 0.3ZZ 19.0 C NB L 0.871 0. Z 11 39.6 D Z9.1 0 LTR' 0.775 0.211 24.6 C SB L 0.366 10. 178 Z5.1 D 21.3 C TR 0.603 0.178 Z3.0 C -------------~---------------~-------------------------------------------- INTERSECTION: Delay = 19.9 (sec/veh) VIC - 1.077 LOS - C ...v~~ ',,,'.xw: ...... . "-"7'"- I' I I I I I I I I I I I ~. -l 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT **************..****...**.*.*******........**********************.*****... INTERSECTION..UOOLBRIGHT RD/CONGRESS AVE AREA TYPE.....OTHER ANALYST.......ANDRE GROE~HOFF DATE..........01/21/90. TIME..........AM PEA~ 1986 COMMENT.......ENHANCED LAND USE I MDA 1986 DATA BASE -------------------------------------------------------------------------- VOLUMES GEOMETRY EB UB NB SB EB UB NB SB LT 3 399 39 420 L 12.0 L 12.0 L 12.0 L 12.0 , TH 27 19 458 552 T 12.0 T 12.0 L 12.0 L 12.0 RT 1 313 Z7Z 4 TR 12.0 TR lZ.0 T li!.0 T 12.0 RR 1 60 60 4 12.0 12.0 T 12.0 T 1 Z.0 12.0 12.0 TR 12.0 TR lZ.0 12.0 12.0 t Z.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV AOJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE eX) ex) Y/N NPl Nb Y/N Plin T EB 0.00 2.00 N 0 4 0.95 0 N 32.5 3 UB 0.00 2.00 N 0 4' 0.95 0 N 32.5 3 NB 0.00 ?00 N 0 4 0.95 0 N 20.5 3 SB 0.00 Z.00 N 0 4 0.95 0 N 20.5 3 -------------------------------------------------------------------------- PH-l EB L T X TH X RT X PO UB LT TH RT PO GREEN 15.0 YELLOU 3.0 SIGNAL SETTINGS CYCLE LENGTH - 90.0 PH-Z PH-3 PH-4 PH-l PH-Z PH-3 PH-4 X NB LT X X TH X X RT X PO X SB LT X X TH X X RT X PO 26.0 0.0 0.0 GREEN 16.0 Z1.0 0.0 0.0 3.0 0.0 0.0 YELLOU 3.0 3.0 0.0 0.0 ----------------------------------------------------'---------------------- LEVEL OF SERVICE LANE GRP" VIC G/C ' DELAY LOS APP. DELAY APP. LOS EB L r 0.0Z8 f0.489 9.1 B 7.6 B TR 0.016 0.489 7.7 B UB L 0.869 0.289 34.0 0 24.5 C TR 0.313 0.289 16.2 C NB L 0.068 0.178 23.4 C 20.0 C TR 0.572 0.233 20.1 t S8 L 0.728 0.178 29.6 0 21.2 C TR 0.449 0.233 19.2 C -------------------------------------------------------------------------- INTERSECTION: Delay - 19.7 (aec/veh) V/C - 0.701 LOS - C ::~ 'W'~" ,------ _._--_.:.:.~. 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT /::1 - \ 0 ..........................****............**.*..***.*.****....*..***..**.. INTERSECTION..WOOLBRIGHT RD/CONGRESS AVE AREA TVPE.....OTHER ANALYST.......ANDRE GROENHOFF DATE....... ...01/21/90 TIME..........PM PEAK 1986 COMMENT.......ENHANCED LAND USE I MDA 1986 DATA BASE -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB EB WB NB SB LT 64 359 29 377 L 12.0 L 12.0 L 12.0 L 12.0 TH 62 21 702 550 T 12.0 T 12.0 L 12.0 L 12.0 RT 8 392 309 7 TR 12.0 TR 12.0 T 11.0 T 12.0 RR 8 60 60 \7 12.0 12.0 T 12.0 T 12.0 12.0 12.0 TR 12.0 TR 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. RRR. TYPE ( %) (%) Y/N NM Nb Y/N Min T EB 0.00 2.00 N 0 4 0.95 0 N 32.5 3 1.18 0.00 2.00 N 0 4 0.95 0 N 32.5 3 NB 0.00 2.00 N 0 4 0.95 0 N 20.5 3 S8 0.00 2.00 N 0 4 0.95 0 N 20.5 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH III 90.0 PH-1 PH-Z PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 E8 LT X X N8 LT X TH X X TH X RT X X RT X PO PO 1.18 LT X S8 LT X TH X TH X RT X RT X PO PO GREEN 15.0 26.0 ' 0.0 0.0 GREEN 16.0 21.0 0.0 0.0 YELLOW 3.0 3.0 0.0 0.0 YELLOW 3.0 3.0 0.0 0.0 , ------------------------:---------------------------~---------------------- LEVEL OF SERVICE LANE GRP." VIC G/C DELAY LOS APP. DELAY APP. LOS EB L 0.028 ~.489 9.1 B 7.8 B TR 0.036 0.489 7.7 B W8 L 0.818 0.289 30.3 0 22.0 C TR 0.407 0.289 16.8 C NB L 0.050 0.178 23.3 C 23.0 C TR 0.805 0.233 23.4 C S8 L 0.654 0.178 27.9 D 20.5 C TR 0.448 0.233 19.2 C -------------------------------------------------------------------------- I NTERSECTI ON: Delay. 19~5 (sec/veh) vie. 0.717 LOS · C ,~:.~.. - --- ~------=----- A~\t , ih1' . ;,\\'1 \ \~. ' ~~'\;i' "t. 1\ ..t1 ~~l:,'.: .. ,4 , IE. ~t. ~ \S \ .~! \ \ - \ .. \ \!S \ '" t ' .. . ;L \ l' l\,L . . . ~ . at \!J '. \~\' . . ~ , \ \ '. . . ~ .. \L \\ ..' . \ \1) .... ~~ u. \ I,: \\ - , \~.,- ' Al~ .. ~ v \~ ~ \\V ~t\; ~ -{ ~ n,) IA~ "- -- ..... ,'tV" ~ J \ ,~ ~ ~~{ , i - ,\ ""iliP' .. ,.,,:, .,.,,~._----,-~'~.- i JbJL t ,'i 19!J' t'. ;. '. , I ! . ;. : : . Barton~Aschman Associates,: Inc. ': I I I I , : : i: ' '2627"N.Eo;"203rd StreeHlves Da)ryRoad), Suite 207 ' Miami, Florida 33160 (305) 935-0410! It: .-..-.-l---j--~.,..+..._-:'--""'--+,-,.~-..,---i . .-..~ I Ii: I I : : I i - --f ....-. --'-j_.'- I, ~"'"I" ..4.. ,~".. . . ' : :t~T~o.t 'f'v...',o'(.-eCt U~ , r- I' I I I ,,: I. I ' -_.~- m...ild;e.v;+1.~. - :+Oi-''+t~;, , I' I!.: i '" -$~~ QaStMI~ I ".:';. I I . .. : , - f. - :,......; ,.. a ; ~ : . . : . ! _~~+~~ ~~~-'R~s~ C~~ ; .fr..;: i, : ., 'l,! I _ !__~~~ !~~ I '~D; ! : ! 'I; I' '!, l .. I I I.. -- ! I i A.l z.. . . I " ,proJact'.AJtoL.~r2.l&r.lj' ,~lA.,O! Pc.. 0 'Job No \10 ~ oer, Oz.. /-'1" t - 'SljbJa~t ~k~N~~ L.A-1vD v.~L Sh..t_ of I I '^ .; , fa II 'I +- :Mada by:" . '.J,<J): Data; , l. Chackad by , Data . -_..;,...j-_:....l-.. ;, .. L. ~ j,,~ ,: ~ 1/15./ qp I 1-- ~",\, j ,- t :. 5' '~o" ,. .. i ... ',- '/1 ;.- I IS- !' .to :, : : 1- . -! ! ,,~\C~,~ Wq6G,i AVV1 r?fA-.li! . M:I t ~ t- Vt ~ e- w q-e.~;. H ~:i~.:1"-:' ~~ I i I I l. i I .. r.. - I ! ,; ! I ; . ., . 't I ,I -.1 i I ! t -, "1 !. .. -I. I ! I I f "1 ' I "I' " ~ . ti i I .. t '! , ~t1-re1"2, I I I ( l~. ~71~~III; IN). P'J..oQVC1l11US A't)~~ \OTAL , I , lte.J:)~c.1'l ('I\,,) ~ p.~S '(0':--1 - e..E.l:l ~c..-r! 0 7..;> - eeT.b I L (::KL.t e4-\ . 1 I I' ,~._O~ ...... I . " I ,.!~b: --t- L ~. ;.-. - I : ! . I ' , i I ! ! ; I I OJT i :~ ~ ,..I I f . i , I I . t e.. , I I : It Ii. ~ 1- T. ~ l">na.-l.. i I~ ! i.t.lz, : ~ G"tl , 0 \.t\'-' .2 J. -. ~.> \6 ~ ~Y01\)O UJ\\ rT' o.~ ~O~-r I j' I t:.~ ~v..r (4e) i . Dw ~ i='AoM ~I~" -r2.r*fI"- I I . .. ,... . ~.. , . , '-I .1 I , l' :I~ 2..J 0 3:q~ i I ~~\6~ A-T 1>lZ\ \leNA--/S 'il 7S~~ .:4 'to j 4- t.. ~c,+- ,.,.,1 70 '5~ . . '1"'.....~1 ~ I-7't? "J Y.\ t. Z c5, /0 rc ' . ."~;;::~- -"~{.~ --~---. n_n;z_-_~___~=:T -- - -- I 'rdJ. j. J . : . . . . ~. 19iJ.. ~,- ;.. . . '!' , ~prolectl)JCOL.ll,t2~~i ,~tA.O/ 'Pc..O ;/obNo. \10; o~ oz I. ~ar~On;AS~h~an Asso~'ales,' In~.' I., '''''''j ~\A"'~U.D '-7-D I<<~L ....,-., 262T;N.eJ203rd Street. (Ives DaIry ,Road), SuIte 207, i" :Mad. by.' . A6J Date ., " Ch.cked by . Date I '~~~! _F~~~1 ~180 ~~s>.~~~.4~O ~_. I. .: .. .:. ~ . ~. ,~...:,. om:' .~" 1 . I .ruev. \ I ~? I." D I ..t~.tJ~ ii.\\-hllLJ ~Z(j' T. .. ';' ,.:.. '''~\6t;>!; '(l Wl (Jta!l-' UQ1.A Ie. . bL-':A!L .i" 1....1.-' ~.I, A' :~'2.0 ~ I' ,\A"'\!Y,~,:T.:l ,II.!~. ::.. .' W.'-.'\~S.'101C.!..I. . i T.-:-07~"'r'wc. i TW"!'~;' (0 I ;:'''' ......Q<.oo- , ...rl. J___l c:::.. _.' ,: "OJ M ~ ' ,5 I, " j ~-""""~-1:Q.K.Q~t. t. :to. .. . , . I' , ' 1 ! , '. . , f. - r-- ." t . . , t. . . , )!~+~~ .~'t--Pt\.S~ ~~ ""':"""'" ~: . . . :. ".~" : I . ..~+~ ! I 'j, . I . "..! ...: . A -/f7 't~' ' I~ ; :..() ! 'I l- . ! j' l: e'l.T.~lV~L. . .- I ~ ' 1030 . C)~~ ~o ~ _ . ~.s \C> t-..) ~YOl'J D U~ IT 0'F- ~o~-r +.. ,. I , . .1 - j ! . I .. i. -+..\ .; 'III .1... . r I , I t I I I I : '! ~l,..t-r( , to7) I j Dl V~1ei . ~M ~I~T -re.~I'- . i .'t... t' ...... -.. I ! 'IN' ~4:r I, 1.: ~O~~ ~ f~--i- , ''j' , t I : ' ~~\G~ AT "'(2.\ \) ~ A'i.$ j .... ii, . I . ~ . 1 . I I I .. i. .;" .!... .~-; , , ; \ . 'I" : j I I. .. !. I! : ~'~^DU '11 1""fT~ ,. ; I ' , 'ft.,O" i -1-., .. r.t ~ ; I I ! Ii. I I ; ,. : : l ~ I " IOt,;..,T~ I ,"-' r I i I r ' . I ' I . -, . ,- ~t.. "Tt,1~.S: I 1-? CJ' t-Jy, ~7U~~J^I$: .~ g: iI, !' .,"" IN!. ~~o.~OOS: :7:';; ~t>~~ 'Tl>;iAJ I h oz.:, j Ul)\;\C.1l91\): .: :1 ?o7 q fii'I- ~~5- ~y '"5 ~ . . ~: e.e.~'i^c."o lo;>-~~IL. 1,~: 10 "'(~f"~L '~e'1?":Iv~L.. ,7 ~'.J. ___~_ _..".___ _..=:.;_~_C..:=.__ - --. --v;^ r :[ b~-r .;: : ; :\ ; : ',..:,lo1col-P,~ ic.~-r PtA~! pc- <;> '" NO \1 0 ~~ ~~ BartonlAschman Asso~lates) Inc. 1 'Subl'llt ~V1~N~~ ~D I,..t~L Sh..t_ol : Iii . , . i I : i : I l' 2627':,N.E.:203rd Street. (Ives OatryRoad),Sutte207 I' I' I' :"'ld"IlY:"~ ~II' .I/'!. ~heek.obY , Oat' l I I ' I I' , I .. .~.~~~~_Fl~!~a~~~80.~~5t?_~~~O __.... l.. .~... ~ .1_ ..L., ~__., .1.... . . . . ~.:. : ~.\ \C\ .~O I I ': : I : I I .... . 1"-'-\" ... , ." '. ,.. T ... - . I " ! . \-' . , :t V\. T~r..:o.. 'M. \.;,c -ei). . U~ C~~ . ] .. b~.\~+u~~, ~'fo:,w4t~ :.t,5' io. ,. 1~, . I t I I I l' ~-S~ -\:d QQStM-l~ t-t:7:k. ~ ..... I ' I. .'! to. - ...- .. I . ~ '" I .' . _t''l-f~~ .'6't....l1~c;$ C~~ - r"!"'1 .:; \'l: ._~-t~ 't~ ! -,\"D ,1 I I ,., r I I ! \ ". I ...., I.. i. I i " , I ..... , \ ~. l .~. I'" . ~ .. t i . '\ . ~'l" , ~ r . , I . .. 'I' r' t. ~- i ~ ; \ ' , ~, ..\ I \, .+... .. i. , .i !. I i I. I I I , \" . I I I . I .I . ,. .. .' 0" J .1- i ., fla.\o1;); ~ . I Y'v\ i 't (.a:'D, 0S-?- !-V ere-'f- toll a~-r t' "'oO . 1 ! ..' ;' ... , (::::r<,L.t WA. 1" . c..,..a...I"tDU . l~"'!'" ,.; L~ ~7fi-:" . \ i : I ~7~ . I ~DT W tc.,~DA 'I 1. .1 ! f. I .! \)\IJ~ mOM ei-I~" itfflt'- ~j.'T.~lV~L. . I~ &Cfl- 4..- . 0 ~r 0 C( 7j 4:: A<?$ \ c.. ~ ~YCtV 0 ut\\ rr o~ ~o::r~c:r I ,I \~~ ~.q'<1~z.-il :I~:.. . ~~oh; f;'f( o. h . I i 'T' I i ! j l I. I , i ~~\~f') AT \)'fZ.\ 'V~A,-/S l~~ ~I~Z;. 'ZD I b it3 ,I~. A""U:~'~~^'~ , I ~ e INi. ~}!.aO~(}AJS \t +- e A~~~ 1O,T~~I71..~ Ii-' ; I UJ)J,c:-n O~ . '. . : \" ,i i ~ fCfr- ~~~.T1;Y 3 ~ ~4- '. I ~€..\:)~c.i!O "'-~~\L 1 ~. /0 ,., ........ .1\. " , .!,~ 1Z.2,', ,j,c\/a.o C;::;-~., . .---- ~----_:_----=-----~:~:_-=~~.._- ......~l":'. . o ....... A-jb' ,I SUMMARY OF TRIP GENERATION RATES I R?3 Land Use/Building Type ~npp11"lg ('.enter 200~OOO :299~999 a.s.~. ITE Land Use Code Independent Variable-Trips per 1.000 Gross Sauare Feet of Leasable Area .. , ; T Average Number Average Size of Trip Maximum Minimum Correlatlan of Independent Rate Rate Rate Coefficient StudIes Variable/Study Average'Weekday Vehicle Trip Ends .Ci n ,:. a, a ,? c; ':I a ? ~Ci "0. I Peak A.M. Enter 0.4 O.C) I ~ ?7R 0.2 Hour Between Exit 0.2 o.~ o. , ~ ?7R of 7 and 9 Total 0.6 0.8 o.~ ~ ?7R Adjacent P.M. Enter 2.1 2.7 , .6 7 ?111 Street Between Exit 2.2 ~.n , a 7 ?111 Traffic 4 and 6 Total 4.8 7 , .~ ,:. ,e; ,117 Peak' A.M. Enter 2.0 2.6 , R 11 ?Cia Hour Exit 2.2 ~ 8 , e; c; ?Ci? of Total ~ Q ,:. ~ , ':I I ,,:. , ~11 Generator P.M. Enter ::>.e; ~ , ? n 7 ?C;7 Exit . . . , 7 ~ c; , c; 7 ?C;7 ... Total e; ? 7 A- ":) n : 'In ?":)~ Saturday Vehicle Trip Ends 711 ? 011 , c;~ ":): ,n 'l,,:)"7 Peak Enter ':I c; I..t I..t ? l.t r: 'l~n Hour of Exit . ':I ':! I..t 11 ? ":) ~ 'lr:r: Generator Total ,:. R R 7 l.t 7 ~ ?r:n Sunday Vehicle Trip Ends ":)? ? r: 7 , r: ":) II' I A- ?":)~ Peak Enter n ~ n A- n II ":) ?70 Hour of Exit , ., ? A- n l.t I II 'It::c::: Generator Total , ") , t:: n 0 ~ ~'70 Source Numbers 3. , 3.' 14, , 9 . 4R> u9. 5u> 59. 7? 76, 77- 78. 98, 100, , , n ''''u ITE Technical Committee 6A-6- Trip Generation Rates Date: ...l.91'5......l91..9......Rev...___1.9B2..,..__... _. ........:__. _._.. _. -~-~_. . ~- ... ..~--- ~ .~- .-.-.- - I . , ,. I;....... -. .:....~.; :.:I~tl'1.l...) r,l.,...~~ ,'.';!' :"........, '. ~. " . . ... '. .c..."--.<-=.... .. .. ___~__._..._____...__.c.~___:....___._. ",'..~71- I ' [- I A-10 o SUMMARY OF TRIP GENERATION RATES " Land Use/Building Type Low-Rise Apartment ITE land Use Code "1 Independent Variable-Trips per Dwelling Unit. Average Number Average Size of Trip Maximum Minimum Correlation of Independent Rate Rate Rate Coefficient Studies Variable/Study Average Weekday Vehicle Trip Ends ~ Fi o , c; 1, ?? "~1I Peak A.M. Enter o 1 o ,. f o ':! ?':) .", Hour Between Exit o II o 7 n .,' "l~ ..." of 7 and 9 Total 0.'5 O.g o ~ ?ll '00 Adjacent P.M. Enter 0.4 0.6 o ~ ,~ ", Street Between Exit 0.2 0.4 o J ,~ .", Traffic 4 and 6 Total o 6 o Q o 4 .,lr .,no Peak A.M. Enter 0.1 o ~ o J ,ll .,l1c::: Hour Exit o 4 o 7 o ? .,l1 ? Ju::: of Total o ~ o Q o ~ .,e::: .,,,, Generator P.M. Enter. 0,4 o Fi n ':! .,l1 .,Iti:::: . Exit 0.' n II n , .' .,It .,1Ie::: I- Total n 7 n 0 n c::: "l" ......0 Saturday Vehicle Trip Ends 7 ., o ., l1 l1 "l" "l",o Peak Enter n ':! n It n , "ll"l "l~" Hour of Exit ..., O.~ o II 0,2 .,0 ., ~, Generator Total 0.6 o 8 o ~ ." .,.,R Sunday Vehicle Trip Ends 6.1 8 8 4 , " .,.,R Peak Enter n ~ o 7 o :::> ?n ?~, Hour of Exit n ~ o t:i n , .,n ?~, Generator Total n ~ , ? o ~ ." .,.,A Source Numbers 11. 21. 71, Q8, 110 ITE Technical Committee 6A-6- Trip Generation Rates Date: J~________.___. .-- -..-------.---.--.- I . ~~Z:::'~: z..~-~-- .-.- ~.~.-------=-~:.-=---,~, --- ~l ' 'ton-Aschman AssocIates, Inc. T N.E. 203rd Street (Ives Dairy Road), Suite 207 mi.. Florida ~180 (305) 935-0410 )4-I:f- Pro/eel \...0Mc:e,e..16H'I yJlA \) }PC.:O JObNo.l1D~ 0<::; Ot:. Subject 1 q ~~ Wi ~H)A1\)~Wflvr;heel"':'" 01 Mede by I+t:>> Oat' ,I ~ Checked by Date I ~ ct D . ~ \/10\/0...0 vvC:>Ot..~ 7Zl6l1'1 ti ~\,v ~~I i C,q ~la) Pc. VV\. ~ ~~(,,) o ~ 9 J J ~ we, L 0 c.- \ ?,B~ r 4 Z-4- ~ \)~~ !\..~ J!L wr!- . el--:J I ;,I~ --9 O---:l. ,sl.A)8 e.es /~L/cL... ~ ~ "\, \..,~~ " ..... '" ,; ~ t: I$" ~ "--4" ~ t )0 ;: /",,,, I. . I'.. "'I//~I. .......""""""" ,'.. . ".. - I ..,,' t I::'~) i .. C' I . .~. r -,. e_,- .; . . L_ 'PM ---.--....--..--..- .... .,. "-0 -. 13,,~ r lIB" ,ir \\) Q \) I\. ~_ Z.O'LJ \ I r 1419 ~ \).. ~ ~ 0--. MI\J ... ............... ~g t> \ <:>Te./ 6 /.It Ii oN_ D.ffl u.. ~ ":\' ~ ,,~ '() ~ 'v " \9 t... d 1 ~ ''-~~JD l6)~ t ~ 10 Ii,) 5~1~ ~ "\.~ ~ ~ ~ ~ rL i ~ h.- 4.04 30l()-' r ~ ~ ~lLl"c, ~n~ \!) v, () ~~L::.J """""-"" " '''' '0~~ ...~ t>I) :() .... " \I) J .I- l.> [ 10] ( l.) 38 ~ ~nfl ~ 6 ~ A'~"'\ f'I"\ -- ~ V V OJ '-" ~ ~ ...... (<) I\l ~ A- J J. ~ '-- .,t4l(4) [4'LJ C vJ (IS) 9 J t \s) ~ '-' ~ L-J .*g:~-' ~ PM ~'ol(fr)C'1?') .', 1 "-J -.... \:. ,-- , ~., 1 . ''v I \---.J n..._..~_.___._.".__._."::~_::' . ~:..:.._:.._~_.__ [6) .' Barton.Aschman Associates, Inc. 2627 N.E. 203rd Street (Ives Dairy Road), Suite 207 ~I.aml,. Florida 33180 (305) 935-0410 A -1<6 ProJect Lut;0'- ~ 12 \(;,..)-'1 i PIA j) SubJect I q~ (p IN I f J.,.J 't-1 ~c.e... Made by ~. . Date' I ~ Checked by I ~ \ Il~/q() \. WOOL ~ 12..\6n1' i ~w B-t}1 I \c\g~ ~~S~ YI-1 1)J'L-tS ~\"OC' A-'\.Iv\ __.f~ ~ N..~O'\ 'L ~", ......\O~ -- \~9 ~ ~ J. \., r4zA- ~ ~~J ~ i r I ;, 1 (c ----. ~ t.) ~ I!..' ~ ~t:Q ~& 'I;l. ,'" ~ M ~ Jll \..\,)~ Cf?- J I 4- I~ -=9 ~4-~ Job No.1 7 o~ OC, ot. Sheet_ 01 Date I ,\q D - "-- 5' 3- -- I~Z.$ \r- 1\& lif ~ ~ L, ~ ~ ~ 51..J &- ~~~C<C;;V J~ 1\ 'r:-:-\ 'M'r! r7\ L~t> "'^~ \)-- \D ~ t"I.. c:... ~ ~j . ~~ CJ .nz.)l"S S? W\' ~ I'i.. - l., It.- Bt,[t.5?:7 N\ ~ e, l4-S ? "' - ~ J.N\~ J. t; ~ _.1 -~e -8~ ~%l'l.o.J t ~q"t..J ~\ J t -z-8 ~ -&7 ~ 'N"' I~' 'L:::J ~ ........ . ~.......~ .......... "- 1\.)''''" J .L ~ ~1S" J ~ 1 r \"!;,~ ~--:p ~ \" ~ ti)."to ~ 34. 4 ....... '- '\j. I, \)~~~\I' \)~ '" l\) E::- l b ~~ ) ~ ~ C4i'1- 9'Z. J I~B-7 lZ,/4.. ;-0"" At- \tub +- E NHtrn{~)) P'l2,()j€'Cf ~tr ~~ ~ .~. L ;,CI ~ --- \Z.4~ r IlS (. ';.; - - - -. .~----, ,. 'in.;&W , --====:~ '-.---.: .~ ,_:~~-='-- [~l Barton-Aschman Associates, Inc_ 2627 N;e. 203rd Street (Ives Dairy Road), Suite 207 Mlamlr; Florida ~180 (305) 935-0410 A-lq prolect\)..)(JO(..,~l2lb)l1"' puDHe,O Job No. 116'; 01 ~t.. Sub/eel 'I~ Be, toA;)""1iO"'v~ Sheel_ of Made by M.. O.t.~ Checked by Oat. I "t ~ D 1U:N \h()... / ~O to. I..WOOL.~>e.\c:,kr 4 l-tqs 5ouj')..\ (WI:;;.,.. ~,oe;) (\eU/Co) ~. (c\a~) . p'M 0 o :::: ~ 14.39 J ~ r zo g- '. \'L,'t.~ , o~ o~ f\J J \,. ..:-- \04D ..c- z. ~ I I 1'S'$1~ o~ Ot~~1~11c1lJ ~~/S(,VCk. 6v.( \a ~o I\i d (;:- -:nlo 1:J~lPV z. $' l.-:J. Q.Jr~ ~11 l\J J ~Z,Olo :zo;1o~ ls1Q~ '-~ ~ d ?30~ '!;;o 50""" IO)o~ 'i\:\ /:> '^^ L.J ......... ~ ~ N " J. <E=- ,\t.(1.b)[z. 0 GI ~J (-~) ,,~.-,. 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I Co MIl}- ~ 4 ()~ ~ ~ L . ~,-:, C ":10 ~(J " 1 r f.S~ --7 ~~~ 13~~ t\.j " \I, sc, ~o....~ "' ~ ~ ...., "- J 1 ~ L-T~ \ ~14D .rt I~l w0 1..1.. ":1- --' ~i9~ , Z4,~ 11'( P'\~ No.. ~ tv) , ~ D\~11!I/;?lAj1CN ~~ Pd- 'f> MDai. Sc.. A1^A - , .~ - J ~~ J i::- , ~ \'; ~ , ?:J z.. J ') 'i-.....:p \ (p ---=1 ~ 'i) ~~ 'G:, --:\. " .... .) .1- 00 '. . il.7J1lCr (.)(2.0~€c1 "'\'{~~~ \ Co. ~o ~ 1 \OO(~) It) ~ I C; 1'tZ-, 1!;1 ~ 11 0;0 )'?)~ ~ "t011t(.. ~~LlT f.~ fve1f.P ~'O lR \ 0Z1~ J f. ~?.S'16 ~ ,< z. (., t ~ -7 ICiIl/OS- 2(,70 1G Z.~/o Sol) ~ -7 \lJ1Jt.~ z. OS ... ., I~ Z.St <') ::;:h<<.; :.;::~ . --.----- ..~---==~- A-2.~ ~l arton.Aschman Assoclate~, Inc. 327 N.S. 203rd Street (Ives Dairy Road), Suite 207 lJanil,. F1~rlda ~180 (305) 9~410 ProJ.ct \.Vo6(..~ e.IG Hi 'fJ/.;I D / pc, 0 I SubJ.ct \ ct 8' to c..oru D 1 '11 ~ ~ M.d. by 1\& oat.~ Ch.cktdby tUcV\~~ \/\"'../e...O Job NO.17a'3 at:; () e.. Sh..t....;... of Oat. {&\ q 0 4- I . ~oOt, ~ e tG t-1-r ~ ~c -e..fi:.-r '~I", . 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Date) I fl Chec:ked by Data 1 ~ 0 ,e.~i~ JII e,. / ~ 0 ~ W 0'Vt.,..f!, ,e.L G.-r1 ,... ir. C,O)I.J Cn'2-t. ~ $ . 6~ ~~) ^ Y\-1 ~~s fa J 1';\-1 ~ ri:. ~ ~ ~ II) I j l ~ ~N\'i.. -.." ~~ d t~ .. L ~ \:; '- I~ r ~cq-=t ~ ; lot, ~ Z/ r ; $'0 We. 11 (- ~~....... ft)~~ " w6 ~--' z.. 71- ~ , ~ ~d, -1 (,t- ~ B"~ d P'U6 GO rJG. :e.e5/cJ,.,,15~ ~" II:::.- ~ io L:J \y .c S' '6 r ~\O' l) \~l i1\A 11r1N C)}fttt.. '\.'0 ~ LIO'o ~ r~~ r ~\~ o .e€S/.st-o/CI-1' }) ()'ffl~t ~) )'( f. !M <.. AM r:::: \..::::J ~ C ~ '~(I )['3) to') - ~ ~ )" (., ) [; l r (V) '"' ~ ~ W i~' ~ S ~ ~ .-..... ~ '1' " ---~- .~, . -:::< ;.':i5-- .~_~_~~'_::~_~_~-=~_~~'-~._~,,_____, ~ ",,_,~'I~_______. ~i(, ~N\) ~/'I) ILt -t~ ~~ 1\:-1'5/0 ~ r 510 r 5/0 pflit ~ C- h C~) C~~J .c ft; (1;) 0 ~J r ~ "" ~ \,.,/ Q , c:J . ,. -\ . A -2.~ Job No. I '10:; O~ oz, u. . .t~n-Aschman Associates,: Inc. 7 N.E. 203rd Street (Ives Dairy Roacl), Suite 207 ml, Florida 33180 (305) 935-0410 . .. ... . . . , Project WO 0 t1'13 e 16 H"J p/)i 0 I t9c.. D . SUbJect It\eG1 ~I t.~ 'yf~eeM~fo.J-r. Mede by ~ Date ./1 Checked by ... . .~I.~ .111'1 jf:lO .. .. ~ .-.. ... . ~0'0c...~YZ, l~ l--\'T' l c..oNG,~t;. > , ~ K'M- \ t\ f (, V\A.l J.J'^ ~ ~ '1'~ Sh.el_ of Date 'PM oJ ~~~ ~ 'r.') JJ,~ ~ ~61~ lJ)t Jl~ w~ · W6 I7P JJ Z 1- -?' l~ (p 4-- .J (p ~ --'? ~~ "-.. ~DJJ& ~\-f~C~-Q S 1"Tf; -(7l1~ 'I Ie- '3 \ 'Z.- ..- zl r ~'Z.6 ~ t. t ~~\.., l\1 ~ f'l- N- tJ c..~ 1\ ~ " \.-J \J ot::- 11.l ~ ) \o...)f!, ~ j-I'}l.v) l,.v w r ~ :'r-"' c..oNG. \D U Ii ....... "- \...--' '0 It:'.... ~ l7 4- ) "' ly r <0 [~'5J >2P r ~ r-' ~ C~ ::!.J (i..~"i. L ~ Cl 'Z... ~~ ~ ZI J l l;, .r 35"q -eC' C, 4 --' ~11' (;, '2. ~ .~ l\.l 0-.. S---:J. t\J~o !\) Co-r.c '" 0 ~ ~I:, ~ v, l\l €-- I~ ~~ ~ J._G, + oqct \.o...:tf et> ~ J 'I 1 r t'1- -.>J ~~I\) I ~ tJ) ~,;: v -rD~(... lct.i~ 112-1 ~,; ~I t "" J.-1 ty~~Mt,.,r u.r.. C(f1vG ~ - .r..~ ,. .,-r~~------'- -.--, :i -~~--- -~=:-'---_.