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APPLICATION I.. ) !J1'.J b~; "J....+ 91 Ac;; rP uJ) PROJECT NAME: F~.L ...... I 'ILl I 101 ,...,.. T." --. ~. ".~ ; .IT"- LOCATION: ~ MILE NORTH OF INTERSECTION OF S.W. 8TH St. AND Woolbright Rd., on the east side of S.W. 8th Ave. COMPUTER ID: FIRST BAPTIST CHURCH OF BB\MPMD I FILE NO.: MPMD 97-006 I TYPE OF APPLICATION: . MASTER PLAN MODIFICATION APPLICANT/CONTACT PERSON: OWNER: First Baptist Church of Boynton ELLEN SMITH Beach UNRUH, SMITH & ASSOC. PHONE: 732-5151 PHONE: (561) 835-8505 FAX: 732-5152 FAX: (561) 655-5525 ADDRESS: 301 N. Seacrest Blvd. ADDRESS: 105 S.NARCISSUS AVE, STE Boynton Beach, FL 33435-4083 503 WPB, FL 33401 DATE: SUBMITTAL / RESUBMITT AL 11/5/97 1 ST REVIEW COMMENTS DUE: 11/14/97 PUBLIC NOTICE: TRC MEETING: 11/18/97 RESUBMITTAL DATE: 12/9/97 2ND REVIEW COMMENTS DUE: 12/19/97 LAND DEVELOPMENT SIGNS POSTED: PLANNING & DEVELOPMENT BOARD 12/23/97 MEETING: CITY COMMISSION MEETING: 1/20/97 COMMENTS: S:\FORMS\PROJECT TRACKING INFO ,._..= =..;....__........._ _'-.1..'1 ..-...~.........":,,,:: _:-..___-.1 ----..--. ~SCtIVED BY STAF? MEMBER ,FES ?AID: RECEIPT NUMBER: CITY OF BOYNTON BEACH, FLORIDA PLANNING & ZONING DEPARTMENT SITE PLAN REVIEW APPT.ICATTON FOR NEW SITE PLANS & MAJOR MODIFICATIONS TO EXISTING SITE Application Acceptance Date: Fee Paid: Receipt Number: This applicaLion illust be filled out compleLely, accurately and submitted as an original to the Planning and Zoning Department, Twel ve 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 not be processed, Please prinL legibly (in ink) or type all information, i. GENERAL INFORMATION 1. :?roject Name: _ WOOLBRIwr~-MASTER PIAN 2, ?pplicant' s name (person or business entity in whose name this application is made) : FIRST BAPl'IST CHURCH OF OOYNTON BEACH ?cdres s : 301 N. SEA.CREST BLVD OOYNTON BFACH, FL 33435-4083 (Zip Coce~ =- :.one : 561-732-5151 Fax: 561-732-5152 3. ~genL's Name (person, if any, represenLing applicant) ELLEN SMITH, AICP UNRUH, SMITH AND ASSOCIA.TES -=-.::.dress: 105 S NARCISSUS AVE. SUITE 503 WEST PAlM BEACH, FL 33401 ?~one: 561-835-8505 :cX: (ZiD Code 1)61-R":l~-R~t:\ 4 , ?roper~y Owner's (or ~rustee's) Name: _:"_.::ldr.-:::ss: PT .F.A~ c:wR A'I"I'lIaIEI) " Z ~~. CC,G:=- ~ -:-. -:.'r>= : PROPERTY OWNERS OF RECORD TRACT F: First Baptist Church of Boynton Beach 301 Seacrest Blvd. Boynton Beach, Fl33435-4083 561-732-5151 TCRDAD Vinings at Boyton Beach II, Limited Partnership 6100 Congress Ave. #2000 Boca Raton, F133487 561-997-9700 Woolbright Place Master Association Inc. 1399 SW rt Ave. Miami FI 33130 5. Correspondence to be mailed to agent only; if no agent, then ~o applicant unless a substitute is specified below:* *This is the one address to which all agendas, letters and other materials will be mailed. 6, What is applicant's interest in the premises affected? lessee, builder, developer, contract purchaser, etc,) (owner, buyer, OWNF.R 7. Street address or location of site: 1/4 MILE NORIH OF THE INTERSECTION sw 8th STREET AND liOOLBRIGm' ROAD (WEST SIDE OF SW 8th) 8, Property Control #: 00-43-45-29-25-001-0000 Legal description of site: WOOLmUGm'PLACE PLAT 1 9 . Intended use(s) of site: PlJD - PROPOSED DELRTTON OF 14 ;!i~R. crwsISTIr<<; OF TRACT uFu. 10, Developer or Builder: KIA 11. Architect: N/A 12. Landscape Architect: N/A 13. Site Planner: SFHINOLE BAY LANDSCAPE lY1MPJ\NV 14, Engineer: :mvIRODESIGN ASSOCIATES, INC. 15, Surveyor: AVIRCM AND ASSOCIATES Planning and Zoning Department - Rev. 3/18/97 S:\PLAN NI N G.SHARED\WP\FORMS\APPS\NWSP\SITEPLAN .WPD 16, 17, 18, T=~=fic Enginee=: SDHJNS AND WHITE ,. ' . 1 ~C.S a sJ.."Ce p an this prope=ty? been previously cpproved by YES, BJT NOT FOR TRACT "F" CC:7".:7Li s s.:...:::: .: the City Es~imcted construction costs of proposed inprovements si te plan: N/A shO\.;n ,-.- ........:. II. 577;::' DATA The following information must be filled out below and must cppecr, whe applicable, on ell copies of the site plan. KIDR 1. Land use Cateaorv shown in the Comorehensive Plan PlJD 2 . ZO!"1i~a DisL.ri ct 66.16 2,881,930 sq. acres 3 . Arc.~ of Site 4, Land Ose -- Acreaae Breakdown c. D. c, d. e. g, h. Residential, including surrounding lot area of grounds 51.3 71.5 % of Sl acres Rec=eation Areas * % of Sl acres (excluding water area) Wa-:er Area 8.64 13.1 9- of si 0 % of Sl 9- of Sl ., % of si % 01: S.:.. % 01: 5:" acres Cc::-rnercial acres ID.::usL.rial acres ?~~lic/Institutional acres ?~~lic, ?rivaL.e and Ca~al rights-of-way 9.4 6.2 acres O::-,er (specify) ccres O'::-_e:- (specify) =.c=es % 0= s.:.. Plannlna c-: Z:Jnlna Department - Re'j 3/18/97 S P'..AN~YiNG ::",,"-F:E:J:".'I/P'FORMS'.,APPS'NWSP'SiTEPUlNWPD j . Total area of site acres 66.16 100 % of site * including open space suitable for outdoor recreation, and having a minimum dimension of 50 ft, by 50 ft. 5, Surface Cover a. b, c. Ground floor building acres area ("building footprint") % of site Water area acres % of site Other impervious areas, including paved area of public & private streets, paved area of parking lots & driveways (excluding landscaped areas), and sidewalks, patios, decks, and athletic courts. acres % of site d. acres % of site Total impervious area e. f. g, Landscaped area inside of parking lots (20 sq,ft. per interior parking space required - see Sec, 7.5-35(g) of Landscape Code) , % of site acres Other landscaped areas, % of site acres Other pervious areas, including golf course, natural areas, yards, and swales, but excluding water areas acres % of site h. Total pervious areas i. Total area of site 6 . Floor Area a, Residential b. Commercial/Office c, Industrial/Warehou~~ d. Recreational e. Public/Institutional f. Other (specify) acres % of site acres % of site sq. ft. sq. ft. ~y, ft. sq. ft. sq, ft. sq, ft. Planning and Zoning Department - Rev, 3/18/97 S:\PLANN ING\S HAREo\WP\FORMS\APPS\NWSP\SITEPLAN.WPD g. Other (specify) sq. ft. h. Total floor area sq. ft. 7. Number of Residential Dwelling Units a. Single-family detached sq. ft, b. Duplex sq. ft. c, (1 ) (2 ) (3) (4 ) Multi-Family Efficiency 1 Bedroom 2 Bedroom 3+ Bedroom (3 + attached dwelling units) dwelling units dwelling units dwelling units 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 feet stories 10, Required off-street parking a. Calculation of required number of off-street parking spaces b. Off-street parking spaces provided on site plan Planning and Zoning Department - Rev. 3/18/97 S:\PLANNING\SHARED\WP\FORMS\APPS\NWSP\SITEPLAN,WPD RIDER TO SITE PLAN APPLICATION The undersigned as applicant for Final Site Plan Approval does hereby acknowledge, represent and agree that all plans, specifications, drawings, engineering, and other data submitted with this application for review by the City of Boynton Beach shall be reviewed by the various boards, commissions, staff personnel and other parties designated, appointed or employed by the City of Boynton Beach, and any such party reviewing the same shall rely upon the accuracy thereof, and any change in any item submitted shall be deemed material and substantial, The undersigned hereby agrees that all plans, specifications, drawings, engineering and other data which may be approved by the City of Boynton Beach, or its boards, commissions, staff or designees shall be constructed in strict compliance with the form in which they are approved, and any change to the same shall be deemed material and shall place the applicant in violation of this application and all approvals and permits which may be granted, The applicant agrees to allow the City of Boynton Beach all rights and remedies as provided for by the applicable codes and ordinances of the City of Boynton Beach to bring any violation into compliance, and the applicant shall indemnify, reimburse and save the City of Boynton Beach harmless from any cost, expense, claim, liability or any action which may arise due to their enforcement of the same. READ, ACKNOWLEDGED AND AGREED TO this [) S day of A)~~_ , 19 "1 Y:' on &6:. APP~ . ~H tness Witness Planning and Zoning Department - Rev. 3/18/97 S:\PLANNING\S HARED\WP\FORM SIAPPS\NWSP\SITEPLAN.WPD III. CERTTFICATION (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 Department (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 of (my) (our) knowledge and belief, This application will not be accepted unless signed according to the instructions below. Signature of Owner(s) or Trustee, of Authorized Principal if property is owned by a corporation or other business entity. IV, Date V/S/17 Date (I) (We) hereby designate the above signed person as (my) (our) authorized agent in regard to this application. Signature of Owner(s) or Trustee, or Authorized Principal if property is owned by a corporation or other business entity. SPACE BELOW THIS LINE FOR OFFICE USE ONLY Review Schedule: Technical Review Committee Planning & Development Board Community Appearance Board City Commission Stipulations of Final Approval: Date Date Received Date Date Date Date Other Government Agencies/Persons to be contacted: Additional Remarks: Planning and Zoning Department - Rev, 3/18/97 S :\PLANN ING\S HARED\WP\FORMS\APPS\NWSP\S ITEPLAN .WPD , ' t .~:., .:. ::;; ~:~.:.".,'(':." :s .~.~tI'i'.!l '".. '1',\. .~':.l.f( i,..." "'\"''::''!r,\. _ ' I~",f:- .::,)" ~ ..~',~~t"j/ .~lt;(,.C.1 t...,,!,.;,.. .; . . '., '. "-.... . . .;':!.'~' ,.,.,1, ., ..'.." ~~ .'....,;,.l" .,. /"'~.Ji':" '.. "', ',.::..~:~.~':.~~,:, ~';:., '...~~;~~ ;';~~.')~~'.."I:i:.~~;~:: " ,-" .nt).... ~...,. ..",..,..... ~r .... .'. '" . ... ". t.;1to.:r.IG: '~;5:i~-... ... 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CD. .PREPARED FOR: UNRUH, SMITH & ASSOCIATES, INC September 30, 1996 General: The subject parcel comprises approximately 14,3 acres of illldeveloped property on the west side of Southwest 8th Street, approximately 700 feet north. of Woolbright Road, in Boynton Beach. The Site is situated in Section 29, Township 45, Range 43 - Palm Beach COilllty~ Drainage Criteria: Rillloff from the property win be collected by a series of on-site inlets and directed via culverts into a proposed dry detention area, lake, or on-site exfiltration trenches for water quality purposes. Ultimately, the permitted overflow will be controlled by a weir and will discharge into the Lake Worth Drainage District E-4 Canal, which is contiguous with the western property line of the subject site, The Site is located within the South Florida Water Management District (SFWMD) C-15 drainage basin. As such, there is a discharge limitation of 70.0 csm (70.0 cubic feet per second per square mile) for a 25- year return frequency design event. This translates into an allowable discharge capacity of 1,56 cfs for the project during a 25-year storm event. In order to comply with the criteria, runoff will be limited to a peak rate of not more than },56 cfs for the project during a 25-year return frequency, 3-day duration storm event. The greater of the first inch of nmoff over the entire Site, or 2.5 inches of runoff over the impervious area is required to be detained within the on-site treatment area The roads within the Site will be protected from a 3-year design storm event, and the building pads will be protected from a } OO-year storm event in accordance wi1h criteria established by Palm Beach COlmty and South Florida Water Management District. Required Permits: Drainage requirements for 1his project will be governed by the South Florida Water Management District, the Palm Beach County Engineering Department, and the Lake Worth Drainage District, 6S12 ;7J.yf'b A. Pike, PE FL# 42696 C:\OFFICE\WPWIN\WPDOCS\DRN-STAT.662 3767 Lake Worth Road, Suite 110 · Lake Worth, Florida 33461 Fax (561) 968-6847 Statewide (800) 965-9801 Phone (561) 965-9800 SIMMl.."S & WHITE, INC. Engineers. Planners · Consultants September 29, 1997 Job No. 96-87A TRAFFIC IMPACT STATEMENT Woolbright Place PCD/PUD Commercial Acreage Deletion Boynton Beach, Florida SITE DATA Woolbright Place PCD/PUD is an existing planned unit development generally located in the northwest quadrant of the intersection of Woolbright Road and Interstate 95 (1-95), The purpose of this Petition is to delete the approved church area from the PCD/PUD. The driveway connections to S.W, 8th Street remain unchanged. For additional information concerning site location and layout, please refer to the Master Plan for the PUD prepared by Kilday & Associates. TRAFFIC GENERATION The deletion of the 14,27 acre church parcel from the overall PCD/PUD will result in a net reduction in total traffic from the PCD/PUD. The decrease in traffic resulting from the deletion of the church parcel from the PCD/PUD may be shown as calculated from Dan Weisberg's letter for the proposed approval (see attached). As Mr. Weisberg's letter indicates, the current approval generates 16,114 tpd, When the church parcel is deleted, the total trips per day associated with the overall PCD/PUD will be reduced by 750 tpd as follows: 16,114 tpd 750 tpd = 15,364 tpd CONCLUSION The deletion of the subject church parcel from the overall PCDjPUD results in a net decrease in traffic, Site related improvements for the church parcel have not been addressed with this analysis for the deletion of acreage from the PCDjPUD. They will be addressed with the Traffic Impact Statement for t~e r . is scheme of development associated with the church parce . overal PCDjPUD remains vested for 15,364 tpd with rega the ic Performance Standards, jp tr9687a ---- -4623-Foresf HilY BOLiTevara,-Surte112~ Wesf-Palm13each--.-FlorfCfa 3T415-- Telephone (561) 965-9144' Fax (561) 965-0926 FIRST BAF .ST CHURCH OF BOYNTOI\ EACH TRACT-F WOOLBRIGHT PLACE PLAT NO 1 MASTER PLAN APPLICATION JUSTIFICATION STATEMEN1~ LOCATION: Approximately 1/4 mile North of the intersection of S.W. 8th Street and Woolbright Avenue, on the West side of S.W. 8th Avenue, directly north of the Cracker Barrel restaurant. The 14.18 acre vacant parcel, Tract "F" in the Woolbright Place Plat No.1, is currently a portion of the Woolbright Place PUD, designated for use as a church site. CURRENT STATUS: The current Land Use is Moderate Density 7,26 DU/ AC, (MODR), with a zoning designation of PUD. As a part of Woolbright Place PUD, the property was a part of a settlement agreement with the City of Boynton Beach. The approved traffic report has vested the site with 750 trips, and a twenty (20) foot drainage easement lies in the Northwest corner of the site, providing outfall from the Stormwater Management Tract which services the Woolbright Place PUD. The owner of the parcel is the First Baptist Church of Boynton Beach. This site is the subject of a Land Use -Rezoning application, submitted October 1, 1997, which proposes a Land Use change to General Commercial (GC), with a zoning designation of Planned Commercial Development (FCD) PROPOSAL: The purpose of this application is to request approval of the proposed master plan for the First Baptist Church of Boynton Beach PCD. Concurrently, a master plan amendment has been applied for to remove the 14.18 acre tract from the approved PUD known as Woolbright Place PUD. On November 21, 1986, tl1e First Baptist Church of Boynton Beach closed on a 14.18 acre parcel of land known as Tract "1''' of Woolbright Place Plat No, 1, purchasing it from Howard R. Scharlin, as trustee of Woolbright Place PUD, as seen in the attached Warranty Deed (ORB 5083 PG. 1044). In the accompanying Declaration of Restrictive covenants, recorded in ORB 5591, PG. 830, Paragraph 2, Imposition qfReStrictiOllS, various uses were prohibited, including the sale of alcoholic beverages, tobacco stores, bars, drive in restaurants, and automobile service stations. This declaration was in place to protect the First Baptist Church of Boynton Beach, who had plans to construct a new church building on tl1e property. The uses described in the restrictive covenant were considered indispensable to the desired atmosphere and environment for the proposed church. After the closing on the property, the outlined restrictions were not adhered to, and a service station was approved and built. This, and other violations have rendered this site undesirable for development as a community church site, and the property owner is seeking to market ancl sell the property in the most advantageous way. A commercial land use, with a Health Care Campus is seen as the best option to achieve this goal. The proposed master plan seeks to utilize the property as a planned commercial development, while providing a buffer for the properties which lie directly East, across a 150 foot canal easement, known as Liesureville. The PCD property has 1260 feet of frontage on SoW. 8th Street, and is just north of the Woolbright Place PCD. The site is strategically located near major east-west and north-south arterials. The intersection of S.W. 8th Street and Woolbright Road is approximately 700 feet south of the site. The Interstate 95/Woolbright Place interchange is approximately 100 feet East of the S.W. 8th Street / Woolbright Road intersection. The attached site plan outlines a mix of an Assisted Care Living Facility, Nursing Home Facility, and Medical OHices. This site will service the needs of the community, and provide excellent access for emergency vehicles to 1-95. From a land use perspective, this modification will provide an excellent transitional buffer from the residential development to the west (Liesureville), the residential PUD to tl1e northeast (Trammel Crow), and the Woolbright Place PCD to the south, which included Cracker Barrel, a gas station, and Home Depot. Liesureville has a view today of the back door of the Cracker Barrel restaurant, which includes the dumpsters, and open kitchen area. The existing one hundred fifty (150) foot E-3 canal is an existing buffer between Liesureville and the proposed PCD. Additional site design clements have been incorporated into the site plan to further minimize any possible impacts, such as visual, landscape, and sound buffering, creating an intermediate use which develops the property in a compatible, unified design. FIRST B& 1ST CHURCH OF BOYNTOr jEACH TRACT-F WOOLBRIGHT PLACE PLAT :NO 1 MASTER PLAN APPLICATION JUSTIFICATION STATEMENT page two Specifically, this request meets the objectives of Chapter 3, Article lV, Section 3 Master plall C01Jte1lt, in I f,1I . t1e o owmg ways: A. Name of Subdivision or identifying title First Baptist Church of Boynton Beach PCD B. Vicinity sketch included on master plan C. North arrow, graphic scale and date included on master plan D. Name address and telephone number of the included on master plan developer, agent, engineer, and surveyor E. location names and elevations of adjacent included on master plan subdivisions if any. F. Tract boundary included on master plan G. Topographical conditions included on master plan I-I. Existing streets, alleys and easements, included on master plan including name, width, dimensioned to tract boundary. I. Existing property lines, easements and rights included on master plan of way, their purpose and effect on the proposed site. J. Incorporation of compatible development of N/A present and future streets as shown on the official city map when such present or future streets are affected by the proposed site. K. Access points to collector and arterial streets included on master plan showing their compliance to the access requirements of this ordinance. L. All existing drainage district facilities and their included on master plan ultimate right of way requirements. M. Generalized statement of subsurface Generalized statement attached, subsurface conditions on the property, plus location and conditions results of tests made to ascertain subsurface soil conditions and groundwater depth. N. Zoning classification of the tract. included on master plan O. Utilities such as telephone, electricity water, included on master plan sewer, gas, etc. on or adjacent to the tract including existing or proposed water treatment plants and sewerage treatment plants. P. Statement tl1at all utilities area available and included on rqaster plan will be provided by appropriate agencies. Q. Sites proposed for parks, recreational areas, N/A and schools. . R. Location of all temporary structures. N/A S, Traffic impact analysis. attached T. Master stormwater drainage plan, attached U. Fee attached V. Tree survey attached survey has tree location in accordance with Chapter 7.5, Article I, Section 7, Site plan information, paragraph D. S hou/d you have at!) questions or concerns, please fie! free to contact EliCIt Smith or Nlark Rickards at (561) 835-8505. SIM~.JNS & WHITE, INt. Engineers. Planners · Consultants September 29, 1997 Job No. 96-87A TRAFFIC IMPACT STATEMENT Woolbright Place PCD/PUD Commercial Acreage Deletion Boynton Beach, Florida SITE DATA Woolbright Place PCD/PUD is an existing planned unit development generally located in the northwest quadrant of the intersection of Woolbright Road and Interstate 95 (I-95). The purpose of this Petition is to delete the approved church area from the PCD/PUD. The driveway connections to S.W. 8th Street remain unchanged. For additional information concerning site location and layout, please refer to the Master Plan for the PUD prepared by Kilday & Associates. TRAFFIC GENERATION The deletion of the 14.27 acre church parcel from the overall PCD/PUD will result in a net reduction in total traffic from the PCD/PUD. The decrease in traffic resulting from the deletion of the church parcel from the PCD/PUD may be shown as calculated from Dan Weisberg's letter for the proposed approval (see attached) . As Mr. Weisberg's letter indicates, the current approval generates 16,114 tpd, When the church parcel is deleted, the total trips per day associated with the overall PCD/PUD will be reduced by 750 tpd as follows: 16,114 tpd 750 tpd = 15,364 tpd CONCLUSION The deletion of the subject church parcel from the overall PCD/PUD results in a net decrease in traffic. Site related improvements for the church parcel have not been addressed with this analysis for the deletion of acreage from the PCD/PUD. They will be addressed with the Traffic Impact Statement for the revised scheme of development associated with the church parcel, The overall PCD/PUD remains vested for 15,364 tpd with reg to Traffic Performance Standards, jp tr9687a 4623 Forest Hill Boulevard, Suite 112, West Palm Beach, Florida 33415 Telephone (561) 965-9144. Fax (561) 965-0926 SIMMJNS & WHITE, INC~ Engineers. Planners · Consultants September 29, 1997 Job No. 96-87A TRAFFIC IMPACT STATEMENT Woolbright Place Boynton Beach, Florida SITE DATA The subject parcel is located on the west side of S.W. 8th Street approximately 1000 feet north of Woolbright Road and contains approximately 14.27 acres. The site is currently vested for a church via Woolbright Place PCD/PUD (see the attached letter from Mr, Dan Weisberg of the Palm Beach County Engineering Traffic Division). This piece is currently being deleted from the overall PCD/PUD. The revised scheme of development consists of a 120 bed nursing home, 60 bed CLF, and 67,500 S.F. of medical office. Site access is proposed via a full-access driveway connection to S.W. 8th Street aligning with an existing median opening with an exclusive left turn lane south approach. For additional information concerning site location and layout, please refer to the proposed site plan. PURPOSE OF STUDY This study will analyze the proposed development's impact on the surrounding thoroughfares within the project's radius of development influence in accordance with the Palm Beach County Land Development Code Article 15, Traffic Performance Standards, The Traffic Performance Standards require that a proposed development meet two "tests" with regard to traffic. Test 1, or the Link/Buildout Test, requires that no site specific development order be issued which would, during the build-out period of the project, add project traffic at any point on any major thoroughfare link within the project's radius of development influence if the total traffic on that link would result in an average annual daily traffic or peak hour traffic volume that exceeds the adopted threshold level of service during the build-out period of the project. Test 2, or the Model Test, requires that no site specific development order be issued which would add project traffic to any link within the project's model radius of development influence if the total model traffic on that link would result in an average annual daily traffic volume, as determined by the model, that exceeds the adopted level of service, For the purposes of this analysis, the construction contemplated in the Modified 2010 Plan shall be used. This study will verify that the proposed development's traffic impact will meet the above Performance Standards. 4623 Forest Hill Boulevard, Suite 112, West Palm Beach, Florida 33415 Telephone (561) 965-9144 . Fax (561) 965-0926 Traffic Impact Statement Job No. 96-87A September 29, 1997 - Page Two TRAFFIC GENERATION (CONTINUED) The traffic to be generated by the proposed facility may be calculated in accordance with local traffic generation rates accepted by the Palm Beach County Engineering Traffic Division: NURSING HOME (120 BEDS) 120 beds x 2.6 tod bed = 312 tpd CONGREGATE LIVING FACILITY 60 beds x 2.145 tod bed = 129 tpd MEDICAL OFFICE (67,500 S.F.) 67,500 S.F. x 34.17 tod 1000 S.F. = TOTAL: 2306 tpd 2747 tpd As stated in the SITE DATA portion of this report, the site is currently vested for a church. Attached is Mr, Dan Weisberg's letter which generates traffic for the overall PCD/PUD. It can be shown that the church is vested for 750 tpd. Reducing the 2747 net trips per day by the 750 tpd vested to the site, the proposed use generates a total increase in trips as follows: 2747 tpd 750 tpd = 1997 tpd RADIUS OF DEVELOPMENT INFLUENCE Based on Table 2A and 2B of Palm Beach County Traffic Performance Standards, for a net trip generation of 1997 trips the radius of development influence shall be two miles for Test 1 and one mile for Test 2. Traffic Impact Statement Job No. 96-87A September 29, 1997 - Page Three EXISTING TRAFFIC Existing average annual daily traffic volumes for the links within the radius of development influence were available from the Metropolitan Planning Organization of Palm Beach County. 1996/1997 Annual Traffic Volume Map. Background traffic, consisting of historical growth allowances furnished by Palm Beach County, major project traffic, and anticipated development in the area was also considered. The following table calculates the 3 year historical growth rate for each of the applicable count stations within the project's radius of development influence: TABLE 1 HISTORICAL GROWTH RATE CALCULATION LINK 1993/1994 1996/1997 .1 A. WOOLBRIGHT ROAD: 1. East of 1-95 31,018 31,754 0.78% 2 , West of 1-95 27,616 30,501 3.37% B. BOYNTON BEACH BLVD. : 1. West of 1-95 39,826 40,686 0,71% 2, East of 1-95 29,665 30,248 0.65% C. OLD BOYNTON ROAD: 1. North of Boy.Bch. Blvd. 8675 10,801 7.58% The project is expected to be built-out in 2000 and background traffic was projected to that time. Please refer to Figure 1.. TRAFFIC ASSIGNMENT/DISTRIBUTION Based upon the existing and proposed geometry of the roadway network, a review of the existing and historical travel patterns, as well as a review of the proposed development and improvements in the area, the following generalized traffic distribution was assumed for trips generated by the proposed development: North East South West 25% 15% 25% 35% The distributed traffic for the project at full build-out of the development was assigned to the links within the project's radius of development influence and can be seen in Figure 1. Traffic Impact Statement Job No. 96-87A September 29, 1997 - Page Four TRAFFIC ASSIGNMENT/DISTRIBUTION (CONTINUED) Based on the projected total daily traffic volumes and threshold volumes for the links within the project's radius of development influence as shown in Figure 1, this project meets the applicable Average Daily Traffic Volume Link Performance Standards listed under "Test One" of the Palm Beach County Traffic Performance Standards on all links within the project's radius of development influence except Woolbright Road both east and west of 1-95, and Boynton Beach Blvd. east of 1-95. PEAK HOUR TRAFFIC VOLUMES The net external P.M. peak hour traffic volumes to be generated by the proposed development may be calculated as follows in accordance with the rates provided in the ITE Trip Generation Manual, 5th Edition: USE NET EXTERNAL DAILY TRIPS A.M. P.H.F. A.M. PEAK HOUR TRIPS TOTAL: 20 10 275 ( 58) 247 Nursing Home CLF Medical Office Less Vested Church 312 129 2306 750 6.54% 7.91% 11.94% 7,73% The existing average peak hour traffic has been determined by factoring the 1996/1997 average annual daily traffic by a "K" factor of 9.3% and can be seen in Figure 2. The project's net external P.M. peak hour traffic volumes, the peak hour background traffic, and the total peak hour traffic volumes are also shown in Figure 2. Based on the Level of Service "0" Average Peak Hour Threshold Volumes shown in Table 1A of the Palm Beach County Traffic Performance Standards and the total peak hour volumes shown in Figure 2, this project meets the applicable Peak Hour Traffic Volume Link Performance Standards listed under "Test One" of the Palm Beach County Traffic Performance Standards on all links within the projects radius of development influence except Woolbright Road both east and west of 1-95, and Boynton Beach Blvd. east of 1-95. Traffic Impact Statement Job No. 96-87A September 29, 1997 - Page Five SITE RELATED IMPROVEMENTS The A.M. and P.M, peak hour turning movement volumes and directional distributions at the project's entrance for the proposed development with no reduction for previous approval vesting may be calculated as follows: USE TOTAL TRIPS P,H.F. PEAK DIRECTIONAL DIRECTIONAL HOUR DISTRIBUTION DISTRIBUTION TRIPS (% IN / OUT) (TRIPS IN/OUT) NURSING HOME (120 BEDS) A.M. P.M. 312 312 7.31% 6.54% 23 20 63% / 37% 42% / 58% 14 / 9 8 / 12 CLF (60 BEDS) A,M. P.M. 129 129 2.79% 7.91% 4 10 61% / 39% 56% / 44% 2/2 6/4 MEDICAL OFFICE (67,500 S.F.) A.M. P,M. 2306 2306 7.87% 11.94% 181 275 77% / 23% 30% / 70% 139 / 42 83 /192 155 / 53 97 /208 TOTAL: Existing improvements are as follows: A. Exclusive left turn west approach at the intersection of Woolbright Road and S.W. 8th Street B. Exclusive left turn north approach at the intersection of Woolbright Road and S.W. 8th Street C. Exclusive left turn east approach at the intersection of Boynton Beach Blvd. and S.W. 8th Street D. Exclusive left turn south approach at the intersection of Boynton Beach Blvd. and S.W. 8th Street Based on the turning movement worksheet attached with this report and the Palm Beach County Engineering guideline used in determining the need for turn lanes of 75 right turns or 30 left turns in the peak hour, no additional turn lanes appear warranted. An exclusive left turn lane on S.W. 8th Street, south approach, at the project entrance is currently existing. Separate right and left turn lanes exiting the project appear warranted. Traffic Impact Statement Job No. 96-87A September 29, 1997 - Page Six ALTERNATE TEST ONE Both Woolbright Road east and west of I-95 and Boynton Beach Blvd. east of I-95 fail on a daily basis. An Alternate Test One Analysis must therefore be performed on these links. The initial step in determining a project's conformance with Al ternate Test One is the link peak-season, peak-hour, peak- direction volume comparison with the published Florida Department of Transportation Generalized Peak Hour Level of Service Maximum Volumes. As the link analysis attached with this report reveals, none of the links referenced above will exceed the peak-season, peak-hour, peak direction standard at build-out in 2000. The second and final step with regard to Alternate Test One concerns the sum of the critical movements at the subject signalized intersections during the peak-season, A.M. and P.M. peak-hour periods including project traffic at project build-out. The intersections at each link's terminus have been analyzed using the adjusted turning movement volumes attached with this report in accordance with the methodology set forth in the Transportation Research Board Special Report 209, Planning Analysis. As the results show, the sum of the critical movements during the peak- season peak-hours at proj ect build-out for the subj ect intersections are less than the adopted Level of Service volume for intersections of 1400 vph for all of the subject intersections. The overall project therefore meets the required Traffic Performance Standards. The following summary of intersection critical volumes applies: INTERSECTION A,M. P.M. 1. Woolbright Rd. & I-95 1055 1284 2. Woolbright Rd. & Congress 1103 1028 3 . Woolbright Rd. & Seacrest 1379 1278 4. Boy.Bch.Blvd. & I-95 1002 1366 5. Boy.Bch.Blvd. & Seacrest 902 1206 MODEL TEST Modified Table 5, Projected Network Deficiencies for the future network, does not presently indicate that the applicable links within the project's radius of development influence will be over capacity. Therefore, this project meets the Model Test. Traffic Impact Statement Job No. 96-87A September 29, 1997 - Page Seven CONCLUSION This proposed development is expected to generate a total of 1997 net external trips per day at project build-out in 2000. Based on an analysis of existing and project traffic characteristics and distribution, as well as the existing and future roadway network geometry and traffic volumes, this overall project meets the Link/Buildout Test and the Model Test as required by the Palm Beach County Traffic Performance Standards. jp trwool SIMt10NS & WHITE, INl-. ~ -- 2 " Engineers. Planners · Consultants ~ ~ ~ nJ OL.D (ZO) ~ ~'::\ ~~ ~ ~~ ~~ /0, tB~ I ~/47 160 /-AtJ48 /4, fX)O \(\ ~Q' \...\ \:) l,\~ ~ t.,LJ~ /tJzo ~C) C) 4-z,/o~ 4 J: 5<::AQ 0- ~ Q' ~ ~ ~ IJ 8LI/D. 40. ~ :3'~ Z <1-<8 (/oo ) cx::...eA /J AlA /G>ZO t; 9.t ~ (4-0) , 3tJO ZOO ~ ~ 42: t>O(2) 3h /-I-z ~~ ~ " ~ " 4- -;7, ~a::> 31, /100 tfj\s \;) ~ '0 N..OOL 8/C/GHT ...eD. 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"I '1} : j :'1 ~ ! -'1.11, i ,..H"ll I @ ~ ~ W ~ !~!] : I U /l ~-' ; fLANNltJG ANI) ZONING DEPT. March 7, 1997 Ms. Tambri Heyden, Director Boynton Beach Planning and Zoning Department 100 E. Boynton Beach Boulevard P.O. Box 310 Boynton Beach, FL 33425-0310 RE: v.wOOLBRIGHT PLACE PCD/PUD Dear Ms. Heyden: The Palm Beach County Traffic Division has reviewed the trip generation comparison for the project entitled Woolbright Place PUD/PCD, pursuant to the Traffic Performance Standards in Article 15 of the Palm Beach County Land Development Code. The analysis is intended to address a change at one out parcel from 4,000 square feet of retail to 3,710 square feet of high turnover restaurant. The analysis compares the total traffic for the land uses in the original approval to the total traffic for the proposed land uses. It shows a decrease in net trips from 16.117 to 16,114. The land uses and the trips associated with them are show in the attached table. The Traffic Division has determined that the project meets the Traffic Performance Standards of Palm Beach County. If you have any questions regarding this determination, please contact me at 684-4030. Sincerely, OFFICE OF THE COUNTY ENGINEER ~Cf..- ~~ Dan Weisberg, P.E. Senior Registered Civil Engineer attachment File: New - TPS - Traffic Study Review g :\user\dweisber\wp50\tps\boyn67 -------