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REVIEW COMMENTS 7.A.l HIGH RIDGE COMMERCE CENTER II DANCE STUDIO (COUS 04-002) CONDITIONAL USE DEPARTMENT OF DEVELOPMENT MEMORANDUM NO. PZ 04-071 FROM: Chairman and Members Planning and Development Board Michael Rumpf ~ ~ M..<- Director of Planning and Zoning Maxime Ducoste-A. . ~ . Planner ""V" TO: THRU: DATE: March 23, 2004 SUBJECT: High Ridge Commerce Center II - COUS 04-002 Conditional Use Approval - Dance Studio PROPOSAL SUMMARY Contained herein is a description of the subject project. The proposed dance studio would be operated out of one bay of the High Ridge Commerce Center II building currently under construction at the southwest corner of High Ridge Road and Miner Road. The property comprises a lOA-acre, rectangular- shaped parcel. On December 17, 2002, the City Commission approved a site plan for two (2) buildings totaling 139,500 square-feet for office / warehouse. The applicant now is seeking conditional use approval to utilize a bay within the buildings for a dance studio. Applicant/Agent: Joni Brinkman, AICP / Winston Lee & Associates, Inc. Project name: High Ridge Commerce Center II- Dance Studio General description: Conditional use for dance studio. Land use/Zoning: Industrial! M-1 Location: Southwest corner of Miner Road and High Ridge Road (See Exhibit "A" - Location Map). Property size: Site Area: 452,798 square feet (lOA acres) Building Area A: 75,099 square feet Building Area B: 34,250 square feet Lot Coverage: 109,350 square feet (24.1 %) Future Mezzanine: 30,150 square feet Total Building Area: 139,500 square feet (including future mezzanine) (See Exhibit "B" - Proposed Site Plan): Surrounding land uses/zoning: North - Miner Road right-of-way; farther north is residential property in unincorporated Palm Beach County, zoned Single-family Residential (RS); High Ridge Commerce Center II (Dance Studio - COUS 04-002) Page 2 Memorandum No. PZ 04 -071 East - High Ridge Road right-of-way; farther east is developed industrial property, zoned Light Industrial (M-l); South - Quantum Park Lot 88, future townhouse development, zoned Planned Industrial Development (PID); and West - Undeveloped residential properties in unincorporated Palm Beach County, zoned Single-family Residential (RS). STANDARDS FOR EVALUATING CONDmONAL USES AND ANALYSIS Section 11.2.D of the Land Development Regulations contains the following standards to which conditional uses are required to conform. Following each of these standards is the Planning and Zoning Division's evaluation of the application as it pertains to standards. The Planning and Development Board and City Commission shall consider only such conditional uses as are authorized under the terms of these zoning regulations and, in connection therewith, may grant conditional uses absolutely or conditioned upon the conditions including, but not limited to, the dedication of property for streets, alleys, recreation space and sidewalks, as shall be determined necessary for the protection of the surrounding area and the citizens' general welfare, or deny conditional uses when not in harmony with the intent and purpose of this section. In evaluating an application for conditional use approval, the Board and Commission shall consider the effect of the proposed use on the general health, safety and welfare of the community and make written findings certifying that satisfactory provisions have been made concerning the following standards, where applicable: 1. Ingress and egress to the subject property and proposed structures thereon, with particular reference to automobile and pedestrian safety and convenience, traffic flow and control, and access in case of fire or catastrophe. On-site traffic circulation will consist of two (2) points of ingress / egress on High Ridge Road, separated by approximately 590 feet. No point of access is proposed on Miner Road. Both entrances will be 25 feet in width and allow for left / straight / right-turn egress. The loading areas are proposed in the front of each bay. As proposed, all vehicles (including emergency) will have adequate room to maneuver between the proposed buildings and circulate throughout the site. Three, two-way drive aisles 25 feet in width provide service and customer access to proposed parking areas and the three (3) dumpsters located to the rear of the buildings. With the original site plan approval, a traffic statement was submitted and sent to the Palm Beach County Traffic Division for the High Ridge Commerce Center II for their review and approval. Staff received confirmation from Palm Beach County's Traffic Division regarding standards compliance. However, subsequent to the Traffic Division approval, this development is proposing a use, which performs differently from the industrial uses for which this project was approved. Therefore, a new traffic study is required to evaluate the trip impact resulting from the proposed change in use (See Exhibit "C" - Conditions of Approval). 2. Off-street parking and loading areas where required, with particular attention to the items in subsection 1 above, and the economic, glare, noise, and odor effects the conditional use will have on adjacent and nearby properties, and the city as a whole. High Ridge Commerce Center II (Dance Studio - COUS 04-002) Page 3 Memorandum No. PZ 04 -071 A total of 279 parking spaces are required based on one (1) space per 500 square feet of gross floor area. The number of parking spaces provided equals 279 including eight (8) spaces designated for handicap use. All spaces, except handicap spaces will be dimensioned nine (9) feet by eighteen feet. The parking spaces proposed along the eastern landscape buffer were subject to an approval of a variance to allow parked vehicles to encroach two (2) feet into the required seven (7) foot buffer. As proposed, the backup distance of the parking stalls and/or drive aisle is 25 feet in width. This deviation from the City Standard Drawing required and received approval of an administrative waiver from the Engineering Division. Parking spaces and drive aisles will surround all sides of the buildings, except in locations where loading zones are proposed. All handicap spaces will be located near the building entrances. Little pedestrian traffic is anticipated with the dance studio, as the majority of the patrons of this business will be dropped off before and picked up after their sessions. Due to the characteristics of the proposed use, staff requires evidence that the parking supply, as depicted on the approved site plan, is adequate to support the requested dance studio use. As such, the applicant submitted a Shared Parking Study, to attest the fact that the center will supply adequate parking for the proposed and approved uses (See Exhibit "C" - Shared Parking Study). This Shared Parking Analysis indicates the fact that the dance studio hours of operation do not begin before 3:00 PM, which would reduce the need for parking during peak demand for the center. The analysis, prepared by Yvonne Ziel Traffic Consultants, Inc. following the UU Shared Parking Guidelines, has determined that peak demand for the proposed 129,236 square foot of light-industrial and 5,710 square feet of dance studio is between the hours of 10:00 AM and 11:00 AM and would require 258 parking spaces, which is 21 spaces less than the number provided on site (279). Additionally, the studios Saturday operation would not conflict with others in the center, since typical light-industrial businesses have limited or no Saturday hours. 3. Refuse and service areas, with particular reference to the items in subsection 1 and 2 above. The project proposed three (3) dumpster enclosures. The dumpster enclosures are located at the west property line of the site. Loading zones are proposed to be located in the front and rear of the proposed buildings facing east and west. Both the dumpsters and loading zone share the same access aisle. The dumpsters are located in an area that is unobtrusive to pedestrian and vehicular traffic and are unnoticeable from High Ridge. The dance studio should have no detrimental effect on refuse collection. 4. Utilities, with reference to locations, availability, and compatibility. Consistent with Comprehensive Plan policies and city regulations, all utilities, including potable water and sanitary sewer are in place consistent with the High Ridge Commerce Center II site plan. 5. Screening, buffering and landscaping with reference to type, dimensions, and character. The proposed pervious or ''green'' area, excluding the preserve area, will be 98,206 square feet or 21.6% of the total site. According to the landscape plan, the site will contain 96.7% native trees and 51% native shrubs / groundcover. Live Oak trees spaced one (1) tree for every 20 feet are proposed within the front landscape buffer adjacent to High Ridge Road (the landscape code requires a minimum spacing of 30 feet). The front landscape buffer will also contain a continuous row of Redtip Cocoplum hedges with clusters of Croton and Hawaiian 77e. Purple High Ridge Commerce Center II (Dance Studio - COUS 04-002) Page 4 Memorandum No. PZ 04 -071 Glory and Sabal palm trees with clusters of Liriope are proposed on each side of the entranceways off High Ridge Road. No additional landscape is proposed in conjunction with the Conditional Use application. Being a newly approved site plan, this project conforms with current landscaping regulations. 6. Signs, and proposed exterior lighting, with reference to glare, traffic safety, economic effect, and compatibility and harmony with adjacent and nearby properties. The permitted wall signage area is based on one (1) square-foot of sign area for each one (1) linear foot of building frontage. The attached "Proposed Tenant Identification Non-Illuminated Flat Cut Letters" show that each tenant sign will be 32 square feet in area with dark green letters. Collectively however, the maximum allowable area for all wall signs shall not exceed 830 square feet. The elevations indicate that wall signs will appear on the east and west building facades, above the entrance to each bay. The approved site includes one (1) monument sign to be located along High Ridge Road. The location of the monument sign will be setback ten (10) feet from the east property line, and shrubs are to be installed at the base. According to the sign detai~ it will be externally illuminated with ground lighting. Also, the address and individual sign lettering will be green. The monument signs proposed location, limited visibility, and roadway design speed do not support excessive sign heights. Additionally, the project will have a non-illuminated entrance sign. No additional site signage is permitted at this project, nor proposed by the applicant. 7. Required setbacks and other open spaces. The building meets or exceeds all setback requirements required of the M1 zoning district The southernmost building (Building '~") is proposed to be located 58.45 feet from the south (side), 66.35 feet from the preserve area to the rear, and 71.79 feet from the front property lines. Building ''B''will be setback over 319 feet from the north (side) property line, 66.35 feet from the preserve area to the rear, and 71.79 feet from the front property line. 8. General compatibility with adjacent property and other property in the zoning district. There will be minimal on-site impact because the proposed dance studio use will be functioning at different hours of the day than the typical industrial uses within this development. There will be little or no impact to the adjacent properties or to the general area. 9. Height of building and structures, with reference to compatibility and harmony to adjacent and nearby properties, and the city as a whole. The proposed buildings will be one-story structures with the top of the flat roof at 26 feet - six (6) inches in height. The top of the roofline will be 31 feet - six (6) inches in height at each entry feature. The existing building facade, as viewed from High Ridge Road, has been designed to be architecturally compatible to this predominately industrial use area. 10. Economic effects on adjacent and nearby properties, and the city as a whole. As stated in the Section 2 above, the dance studio use will be the first such facility within the M-1 zoning district. In terms of economic impact on the city as a whole, the proposed dance studio use should have a minimal impact. The proposed use will constitute additional convenience and High Ridge Commerce Center II (Dance Studio - COUS 04-002) Page 5 Memorandum No. PZ 04 -071 choice for the residents who participate in this type of activity within the City Of Boynton Beach. It is anticipated that this business will continue and prosper in a facility, which offers greater amenity. However, any investment, which would help create employment opportunities, will have beneficial effects for the city. 11. Conformance to the standards and requirements, which apply to site plans, as set forth in Chapter 19, Article II of the City of Boynton Beach Code of Ordinances. (Part III Chapter 4 Site Plan Review). With incorporation of staff comments, the proposed project will comply with all requirements of applicable sections of city code. 12. Compliance with, and abatement of nuisances and hazards in accordance with the performance standards within Section 4 of the zoning regulations; also, conformance to the City of Boynton Beach Noise Control Ordinance. With incorporation of all conditions and staff recommendations contained herein, the proposed dance studio use would operate in a manner that is in compliance with the above-referenced codes and ordinances of the City of Boynton Beach. In particular, the applicant will have to apply for and obtain all necessary approvals and licenses from all applicable governing bodies. CONCLUSION With respect to the compatibility between this proposed non-industrial use and the surrounding industrial uses in this environment, dangers to children and other patrons of the proposed use should be minimal, due to the site design which should generally separate commercial traffic from available parking resources, an improved and quality roadway network in the immediate vicinity and the presence of fewer harmful industrial uses than found in typical industrial areas. Although all of the potential users for this site are undetermined at this time, by virtue of the units being owned rather than leased, and under the control of a condominium association, a greater policing of the end users and their manner of operation as it affects the entire complex should be a shared concern of each individual owner, to the benefit of all. And, since the introduction of the townhouse projects in the immediate vicinity, the proposed use appears more compatible with a lesser likelihood of adverse industrial impacts. RECOMMENDATION Based on the discussions contained herein, compliance with development regulations, and the consistency with the Comprehensive Plan, staff recommends that this request be approved subject to satisfying all conditions of approval as contained in Exhibit "0". MR/mda S:\Plannlng\SHARED\WP\PROJECTS\High Ridge Comm Ctr II CDRV 03-005 -(Southern Dance Threatre\COUS 04-002\COUS Staff Report.doc Location Map HIGH RIDGE COMMERCE CENTER #2 EXHIBIT "A" , i i J I J I I I I I I I I I I I REC R1AA 1000 , o 1000 Feet s ~G' ~ t:> I~a "<::: 1;" ~ I~I ~ ;~i '"'i 01. t>, fi~ :tJ toJ t:t, !,- ~ =i C) "" ~ I c::: :tJ t>, t:> t>, ;:; ~ ',Jj it :i Ji Il:i l!iI I~ ;~ ~~ ~i I; d~: if; iPI ~~ H!. III ,0 I dl:i!f! ~ jll n~1 ~II.: I ! illl!11 I.. ~ II dl ~h " I I.U '"1 ,r ~ I .'0 i. JI!ii~ !Hi" ~ I ;. · I"~ I II I -J' . 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Facsimile (561) 624-9578 February 17, 2004 Mr. Michael W, Rumpf City of Boynton Beach 100 East Boynton Beach Blvd, Boynton Beach, FL 33425 RE: Southern Dance Studio Dear Mr. Rumpf: Yvonne Ziel Traffic Consultants, Inc. was retained to prepare a shared parking analysis for the proposed dance studio to be located at the High Ridge Commerce Center II site, The dance studio will consist of 5,710 square feet (SF) and the remaining use will be the light industrial use at 129,236 SF. The shared parking analysis used the preceding land use intensities and applied the City of Boynton Beach parking code rates, For the light industrial use, the hourly variations for an office were applied, For the dance studio the hourly variations for a fitness facility were applied; these rates are based on a study prepared at an LA Fitness facility in Montclair, California (enclosed). The shared parking analysis was based on the Urban Land Institute's (ULl) Shared Parking. The dance studio operation does not start until 3 :00 PM, Therefore, the hours up to that point assumed no demand for the dance studio. Light industrial projects are generally not open on Saturdays or have a minor operation on Saturdays which would not affect the parking. The ULI shared parking methodology indicates that the peak demand is for 258 spaces at 10:00 and 11.:00 AM. The shared parking analysis worksheets are enclosed, Please call me if you have any questions, Sincerely, Yvonne Zlef, P,E. President Enclosure C:\myfiles\southerndance.sp.wpd Traffic Engineering and Planning SHARED PARKING ANALYSIS (USING ULI SHARED PARKING) PROJECT: INPUT SOUTHERN DANCE STUDIO USE: INDUSTRIAL DANCE TOTAL SIZE (SF): CODE PARKING RATIO (PER 1,000 SF/UNIT) CODE PARKING: CAPTIVE: (FROM ADJACENT OFFICES) MONTH: PEAK PARKING DEMAND (SPACES)**: 129,236 2.00 258.5 o 12 258 5,710 5.00 28.6 o 12 29 287 288 PARKING DEMAND*** WEEKDAY INDUSTRIAL DANCE TOTAL 6:00 AM 8 0 8 7:00 AM 52 0 52 8:00 AM 163 0 163 9:00 AM 240 0 240 10:00 AM 258 0 258 11 :00 AM 258 0 258 12:00 NOON 233 0 233 1 :00 PM 233 0 233 2:00 PM 251 0 251 3:00 PM 240 11 252 4:00 PM 199 18 217 5:00 PM 121 26 147 6:00 PM 59 29 88 7:00 PM 18 27 45 8:00 PM 18 26 44 9:00 PM 8 0 8 10:00 PM 8 0 8 11 :00 PM 0 0 0 12:00 MIDNIGHT 0 0 0 SATURDAY INDUSTRIAL DANCE TOTAL 6:00 AM 0 0 0 7:00 AM 0 0 0 8:00 AM 0 0 0 9:00 AM 0 0 0 10:00 AM 0 29 29 11 :00 AM 0 23 23 12:00 NOON 0 20 20 1 :00 PM 0 18 18 2:00 PM 0 19 19 3:00 PM 0 15 15 4:00 PM 0 23 23 5:00 PM 0 22 22 6:00 PM 0 14 14 7:00 PM 0 0 0 8:00 PM 0 0 0 9:00 PM 0 0 0 10:00 PM 0 0 0 11:00 PM 0 0 0 12:00 MIDNIGHT 0 0 0 · Converting Code rates to per 1,000 SF ratio's .. Using ULI adjustment factors for month and captive market ... Using ULI adjustment facors for hourly accumulation EXHIBIT "e" IOURL Y ACCUMULATION RATES l OFFICE/LIGHT IND FITNESS/DANCE WEEK WEEK SAT DAY DAY EXHIBIT "G" 6:00 AM 3 7:00 AM 20 - 8:00 AM 63 43 9:00 AM 93 45 1 0:00 AM 100 43 100 11 :00 AM 100 32 79 12:00 NOON 90 34 70 1 :00 PM 90 46 64 2:00 PM 97 39 66 3:00 PM 93 39 54 4:00 PM 77 62 79 5:00 PM 47 90 77 6:00 PM 23 100 48 7:00 PM 7 94 8:00 PM 7 90 9:00 PM 3 10:00 PM 3 11:00 PM - 12:00 MIDNIGHT - g. .' ~! . ~j' , -:11 .':r1 ~ 0' ..0:: ., ,~ ~ < .. r tJ ; 5.' .: ....- '" cw ') 'U '~ ~. . 0 ~ '~ ~ :a is ~ = .. ., (. r: ~. iJ Go <lI ::> .: ~ JIro., sj. ~ .1 ;:, 'i. ,. .;' ". " '." ~ .....,. I' . ~.~ ~ va ~ ~. ~ ~ tit ~ fit ~ >< ~ C> ~ = ~ '0 "CI' 0\ r- oo Q ~ r- '0 '\Q '" '" .r- .. Eo- < fIJ .' ...... ... '. ~ ~ '0 ... Q\ "C r- 0 .... ot\ .... fIJ ~ on ~ ..... C""I ...... ""' ... .... 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F '" ," -- .,.. . \ \ .~, r IS.. .. . .':'1. i(, i EXHIBIT "D" Conditions of Approval Project name: High Ridge Commerce Ctr. #2 Dance Studio File number: COUS 04-002 Reference: DEPARTMENTS INCLUDE REJECT PUBLIC WORKS- General Comments: None PUBLIC WORKS- Traffic Comments: 1. Provide a revised traffic analysis, with particular emphasis placed upon consideration for the installation of a northbound left turn lane into the site, UTILITIES Comments: None FIRE Comments: None POLICE Comments: None ENGINEERING DIVISION Comments: 2. Please note that changes or revisions to these plans may generate additional comments, Acceptance of these plans during the TRC process does not ensure that additional comments may not be generated by the Commission and at permit review, BUILDING DIVISION Comments: 3. Please note that changes or revisions to these plans may generate additional comments, Acceptance of these plans during the TRC process does not ensure that additional comments may not be generated by the commission and at permit review. Conditions of Approval 2 DEPARTMENTS INCLUDE REJECT 4, Indicate within the site data the occupancy type of the tenant space as defined in 2001 FBC, Chapter 3. 5, At time of permit review, submit signed and sealed working drawings of the proposed construction, 6. As required by LDR, Chapter 4, Section 7, submit a floor plan drawing, The building plans are not being reviewed for compliance with the applicable building codes. Therefore, add the words "Floor plan layout is conceptual" below the drawing titled Floor Plan. 7, If capital facility fees (water and sewer) are paid in advance to the City of Boynton Beach Utilities Department, the following information shall be provided at the time of building permit application: a. The full name of the project as it appears on the Development Order and the Commission-approved site plan, b. The total amount paid and itemized into how much is for water and how much is for sewer. (CBBCO, Chapter 26, Article II, Sections 26-34) 8. The full address of the project shall be submitted with the construction documents at the time of permit application submittal. The name of the project as it appears on the Development Order must be noted on the building permit application at the time of application submittal 9. A floor plan of the dance studio shall be submitted for review. The floor plan shall show all required exits, emergency light locations, exit signs, offices, and other areas of the space, Show all required fire rated partitions. 10. Indicate the occupant load and the occupancy type of this space on the plans per 2001 FBC, Chapter 3 and Table 1003, PARKS AND RECREATION Comments: None FORESTER/ENVIRONMENT ALIST Comments: None PLANNING AND ZONING Comments: 11. Since the project will be developed into phases, indicate the phase under which this use would be completed. 12. Indicate the bay where this use is proposed to be located. I DEPARTMENTS I INCLUDE I REJECT I ADDITIONAL PLANNING & DEVELOPMENT BOARD CONDITIONS Comments: 1. To be determined. ADDITIONAL CITY COMMISSION CONDITIONS Comments: I 1. To be determined. I I I S:\Planning\SHARED\WP\PROJECTS\High Ridge Cornrn Ctr II CDRV 03-005 -(Southern Dance Threatre\COUS 04-002\COA.doc S:\Planning\Planning Templates\Condition of Approval 2 page -P&D ORA 2003 form.doc 1 st REVIEW COMMENTS Conditional Use Project name: High Ridge Commerce Ctr. # 2 Dance Studio File number: COUS 04-002 Reference: 1 streview plans identified as a Conditional Use with a February 18, 2004 Planning and Zoning Department date stamp marking. DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - General Comments: NONE PUBLIC WORKS - Traffic Comments: 1. Provide a revised traffic analysis, with particular emphasis placed upon consideration for the installation of a northbound left turn lane into the site, ENGINEERING DIVISION Comments: 2. Please note that changes or revisions to these plans may generate additional comments, Acceptance of these plans during the TRC process does not ensure that additional comments may not be generated by the Commission and at permit review, UTILITIES Comments: NONE FIRE Comments: NONE POLICE Comments: NONE BUILDING DIVISION Comments: 3. Please note that changes or revisions to these plans may generate additional comments, Acceptance of these plans during the TRC process does not ensure that additional comments may not be generated by the commission and at permit review. 4. Indicate within the site data the occupancy type of the tenant space as defined in 2001 FBC, Chapter 3. 1 ST REVIEW COMMENTS 03/10/04 2 DEPARTMENTS INCLUDE REJECT 5. At time of permit review, submit signed and sealed working drawings of the proposed construction. 6, As required by LDR, Chapter 4, Section 7, submit a floor plan drawing. The building plans are not being reviewed for compliance with the applicable building codes. Therefore, add the words "Floor plan layout is conceptual" below the drawing titled Floor Plan. 7. If capital facility fees (water and sewer) are paid in advance to the City of Boynton Beach Utilities Department, the following information shall be provided at the time of building permit application: a. The full name of the project as it appears on the Development Order and the Commission-approved site plan. b, The total amount paid and itemized into how much is for water and how much is for sewer, (CBBCO, Chapter 26, Article II, Sections 26-34) 8, The full address of the project shall be submitted with the construction documents at the time of permit application submittal. The name of the project as it appears on the Development Order must be noted on the building permit application at the time of application submittal. 9. A floor plan of the dance studio shall be submitted for review, The floor plan shall show all required exits, emergency light locations, exit signs, offices, and other areas of the space. Show all required fire rated partitions. 10. Indicate the occupant load and the occupancy type of this space on the plans per 2001 FBC, Chapter 3 and Table 1003, PARKS AND RECREATION Comments: NONE FORESTER/ENVIRONMENT ALIST Comments: NONE PLANNING AND ZONING Comments: MWR/sc S:IPlanningISHAREDIWPIPROJECTSIHigh Ridge Comm Ctr II CDRV 03-005 -(Southern Dance ThreatrelCOUS 04-00211ST REVIEW COMMENTS.doc / DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION MEMORANDUM NO. 04-036 TO: Michael W, Rumpf, Director, Planning and Zoning FROM: Laurinda Logan, P.E., Senior Engineer ~ DATE: March 4, 2004 RE: Review Comments Conditional Use - 1 st Review High Ridge Commerce Center File No. CO US 04-002 The above referenced Site Plans, received on February 24, 2004, was reviewed for Public Works, Engineering, and Utilities against the requirements outlined in the City of Boynton Beach Code of Ordinances. Following are our comments with the appropriate Code and Land Development Regulations (LDR) referenced. PUBLIC WORKS - GENERAL None PUBLIC WORKS - TRAFFIC 1. Provide a revised traffic analysis, with particular emphasis placed upon consideration for the installation of a northbound left turn lane into the site. ENGINEERING 2. Please note that changes or revisions to these plans may generate additional comments. Acceptance of these plans during the TRC process does not ensure that additional comments may not be generated by the Commission and at permit review, UTILITIES None LUck Cc: Jeffrey R. Livergood, P,E., Director, Public Works (via e-mail) Peter V. Mazzella, Deputy Utility Director, Utilities H. David Kelley, Jr" P.E./ P.S,M., City Engineer, Public WorkslEngineering (via e-mail) Glenda Hall, Maintenance Supervisor, Public WorkslForestry & Grounds Division Larry Quinn, Solid Waste Manager, Public WorkslSolid Waste Kenneth Hall, Engineering Plans Analyst, Public WorkslEngineering (via e-mail) File S:\Engineering\Kribs\High Ridge Commerce Center, Condo Use 1st Review.doc ------ ,<.J DATE: February 27, 2004 List of Acronvms/Abbreviations: ASCE - American Society of Civil Engineers BBA - Boynton Beach Amendments CBB - City of Boynton Beach CBBCO - City of Boynton Beach Code of Ordinances CBBCPP - City of Boynton Beach Comprehensive Plan Policy CFR - Code of Federal Regulations EPA - Environment Protection Agency FBC - Florida Building Code FFHA - Federal Fair Housing Act FIRM - Flood Insurance Rate Map F.S. - Florida Statutes LDR - Land Development Regulations NEC - National Electric Code NFPA - National Fire Prevention Assn NGVD - National Geodetic Vertical Datum of 1929 SFWMD - South Florida Water Management District DEPARTMENT OF DEVELOPMENT BUILDING DIVISION MEMORANDUM NO. 04-041 TO: FROM: Michael W. Rumpf Director of Planning ~ Timothy K. Large ~ TRC MemberlBuilding Division SUBJECT: Project - High Ridge Commerce Center #2 Dance Studio File No. - COUS 04-002 - 1 st review We have reviewed the subject plans and recommend that the request be forwarded for Board review with the understanding that all remaining comments will be shown in compliance on the working drawings submitted for permits. Building Division (Site Specific and Permit Comments) - Timothv K. Large (561) 742-6352 1 Please note that changes or revisions to these plans may generate additional comments. Acceptance of these plans during the TRC process does not ensure that additional comments may not be generated by the commission and at permit review. 2 Indicate within the site data the occupancy type of the tenant space as defined in 2001 FBC, Chapter 3. 3 At time of permit reView, submit signed and sealed working drawings of the proposed construction. 4 As required by LDR, Chapter 4, Section 7, submit a floor plan drawing. The building plans are not being reviewed for compliance with the applicable building codes. Therefore, add the words "Floor plan layout is conceptual" below the drawing titled Floor Plan. 5 If capital facility fees (water and sewer) are paid in advance to the City of Boynton Beach Utilities Department, the following information shall be provided at the time of building permit application: a. The full name of the project as it appears on the Development Order and the Commission-approved site plan. b. The total amount paid and itemized into how much is for water and how much is for sewer. (CBBCO, Chapter 26, Article II, Sections 26-34) 6 The full address of the project shall be submitted with the construction documents at the time of permit application submittal. The name of the project as it appears on the S:\Development\Building\ TRC\ TRC 2004\High Ridge Commerce Center #2 Dance Studio Page 1 of 2 Development Order must be noted on the building permit application at the time of application submittal. 7 A floor plan of the dance studio shall be submitted for review. The floor plan shall show all required exits, emergency light locations, exit signs, offices, and other areas of the space. Show all required fire rated partitions. 8 Indicate the occupant load and the occupancy type of this space on the plans per 2001 FBC, Chapter 3 and Table 1003. bf S:IDevelopmentlBuildingl TRCI TRC 20041High Ridge Commerce Center #2 Dance Studio Page 2 of 2 /'// CITY OF BOYNTON BEACH Fire and Life Safety Division 100 East Boynton Beach Blvd. P.O. Box 310 Boynton Beach, Florida 33425-0310 PLAN REVIEW COMMENTS For review of: COUS 04-002 1 st review-fire Project Name and Address: Hiqh Ridqe Commerce Ctr. #2 Dance Studio S. W, corner of Hiqh Ridqe & Minor Rd, Reviewed by: *h Rodqer Kemmer, Fire Protection Enqineer Department: Fire and Life Safety Phone: (561) 742-6753 Comments to: Sherie Coale by email on 2/24/04 CODE REQUIREMENTS We have reviewed this conditional use application and have no comments. cc: Steve Gale Bob Borden TRC Memorandum Page 1 of 1 Coale, Sherie From: Hallahan, Kevin Sent: Friday, February 27,2004 1 :30 PM To: Breese, Ed Cc: Coale, Sherie Subject: High Ridge Commerce Ctr #2 Dance Studio COUS 04-002 Planning Memorandum: Forester I Environmentalist To: Ed Breese, Principal Planner From: Kevin J. Hallahan, Forester / Environmentalist Subject: High Ridge Commerce Ctr#2 Dance Studio Conditional Use - 1 st Review caus 04-002 Date: February 27,2004 I do not have any comments on the proposed conditional use. Kjh File 3/1012004 CATHY SWEETAPPLE & ASSOCIATES TRANSPORTATION AND MOBILITY PLANNING LETTER OF TRANSMITTAL Date: March 26, 2004 To: Mr. Michael W. Rumpf Director of Planning and Zoning City of Boynton Beach 100 East Boynton Beach Boulevard Boynton Beach, Florida 33425 From: Cathy Sweetapple, AICP Regarding: High Ridge Commerce Center II Dance Studio Conditional Use Traffic Performance Standards Traffic Study Attachment: 5 Copies of the Traffic Performance Standards Traffic Study (signed and sealed) Dear Mr. Rumpf: Thank you in advance for your review of the enclosed material. I am forwarding one copy directly to Mr. Masoud Atefi at Palm Beach County's Traffic Division. Please call if you have any questions or concerns. Thank-you. Cathy Sweetapple & Associates Transportation and Mobility Planning Cathy S. Sweetapple, AICP cc: Masoud Atefi, MSCE, Palm Beach County Traffic Division - 1 Copy (signed and sealed) Joni Brinkman, AICP, Winston Lee & Associates, Inc. - 1 Copy Colleen Mohr, Levitt Commercial - 1 Copy Seth Wise, Levitt Commercial-1 Copy (signed and sealed) 101 North Gordon Road, Fort Lauderdale, Florida 33301 954-463-8878 office 954-525-4303 fax 954-649-8942 cell Email: csweet@bellsouth.net Ci\.THY SWEETAPPLE & ASSOCIATES TRANSPORTATION AND MOBILITY PLANNING March 22, 2004 Mr. Michael W, Rumpf City of Boynton Beach 100 East Boynton Beach Boulevard Boynton Beach, Florida 33425 RE: High Ridge Commerce Center II - Dance Studio Conditional Use Traffic Performance Standards Traffic Study Proiect Number 04-012 Dear Mr. Rumpf: In coordination with Winston Lee Associates, Inc., my office has been asked to prepare a Traffic Study to accompany the request for a conditional use approval to permit a dance studio to occupy 5,710 square feet of previously approved industrial use within High Ridge Commerce Center II. Please find enclosed 5 copies ofthe completed Traffic Study which has been prepared pursuant to the Palm Beach County Traffic Performance Standards to evaluate the trip impact resulting from the proposed change in use. A complete re-evaluation of the standards has been performed for High Ridge Commerce Center II, and we have found the project to be in compliance with the analysis methodology required by Part One and Part Two of Test One, and Test Two. Proposed Development Modifications High Ridge Commerce Center II received concurrency approval from Palm Beach County based upon 111,720 square feet of industrial use and 27,930 square feet of warehouse use as reflected in Table 1A below. It received site plan approval by the City of Boynton Beach for 110,946 square feet of industrial use and 24,000 square feet of warehouse use, now it seeks to modify that approval by converting 5,710 square feet of industrial use to a dance studio. The proposed modification will result in a 14 trip increase during the PM peak hour, above the concurrency approval granted by Palm Beach County, and will result in a 1 trip decrease during the AM peak hour. Table 1A - High Ridge Commerce Center II Develo ment Summa and AM and PM Peak Hour Tri s High Ridge Commerce Center II Scale of Development Net External PM Peak Hour Tri s 117 111,720 sf industrial 27,930 sf warehouse 110,946 sf industrial 24,000 sf warehouse 105,236 sf industrial 24,000 sf warehouse 5,710 sf dance studio Net External AM Peak Hour Tri s 110 Approved for Concurrency by Palm Beach Coun Site Plan Approval by the City of Bo nton Beach Proposed Modifications for Dance Studio 114 108 131 109 Pro osed - A roved 14-1 [1] The ITE 7111 Edition rate for Fitness Center has been used to calculate the trip impacts for the proposed dance studio use on site. 101 North Gordon Road, Fort Lauderdale, Florida 3330 I 954-463-8878 office 954-525-4303 fax 954-649-8942 cell Email: csweet@bellsouth.net Mr, Michael W. Rumpf High Ridge Commerce Center II - Dance Studio Conditional Use Traffic Performance Standards Traffic Study Project Number 04-012 March 22, 2004 - Page 2 The Applicant has reviewed the Conditions of Approval which have been prepared by the City of Boynton Beach for the Dance Studio Conditional Use. Based upon the City's request to consider a northbound left turn lane into the site, the Traffic Study was expanded identify the project traffic assignment anticipated at the two project driveways adjacent to High Ridge Road. The following findings were made: City's request: Provide a revised traffic analysis, with particular emphasis placed upon consideration for the installation of a northbound left turn lane into the site. Response: The Applicant expanded the Traffic Study to include an evaluation of driveway turning movements at the two project driveways which connect High Ridge Commerce Center II to High Ridge Road. Each of the two planned driveways permit full turning movements into and out of the site. Figures 4 and 5 illustrate the proposed illustrative Site Plan, and identify the AM and PM peak hour driveway volumes using the two project access locations. . Detailed traffic assignments at each of the project driveways have been prepared to supplement the analyses performed under Test One and Test Two. Driveway turning movements for the AM and PM peak hours are provided in the enclosed Figures 4 and 5, respectively. This information was prepared to understand the assignment of project traffic during the AM and PM peak hours, and to determine how this traffic would access various segments of High Ridge Road. . The site design for High Ridge Commerce Center II reflects two driveway entrances into the site off of the two lane section of High Ridge Road. Limited striping is found in the pavement along High Ridge Road at the project access identified as Industrial Way. A southbound left turn lane is striped into the pavement at Industrial Way and a northbound left turn lane is striped into the pavement serving Miner Road on the north. . The Applicant recognizes that the heaviest inbound movement into the site will occur during the AM peak hour, at a time when the traffic from the dance studio will be minimized, Using the project traffic distribution percentages previously approved for the site, the Applicant has estimated the turning movement volumes at the two project driveways, to determine the magnitude of the inbound left turn lane traffic demand. . The Applicant found the that the northbound left turn lane demand to access the site in the AM peak hour reflects 23 northbound lefts at the south driveway and 24 northbound lefts at the main driveway (see Figure 4). Pursuant to the Manual of Uniform Minimum Standards for Design, Construction, and Maintenance for Streets and Highways, also known as the "Florida Greenbook", exclusive left turn lanes are typically required when the project traffic meets or exceeds 30 left turns at one project driveway during any given peak hour. High Ridge Commerce Center II is not anticipated to reach that 30 left turn threshold. . In addition to the Florida Greenbook standards, the Applicant has found that acceptable levels of service are maintained through the buildout of the project along the study sections of High Ridge Road. In fact, High Ridge Road currently operates at level of service C during the peak hour, and will continue to maintain level of service C through the buildout of the project. The volume to capacity ratios for High Ridge Road as projected for the buildout year 2005 (with project) range between 0.48 and 0.50. 101 North Gordon Road, Fort Lauderdale, Florida 3330 I 954-463-8878 office 954-525-4303 fax 954-649-8942 cell Email: csweet@bellsouth.net Mr, Michael W. Rumpf High Ridge Commerce Center 11- Dance Studio Conditional Use Traffic Performance Standards Traffic Study Project Number 04-012 March 22, 2004 - Page 3 Conclusions Given the analyses performed in the enclosed Traffic Performance Standards Traffic Study, acceptable levels of service are found to be maintained through the build out year 2005 for significantly impacted roadway segments pursuant to the Palm Beach County Traffic Performance Standards Code. The information included herein documents that the High Ridge Commerce Center II once again meets the TPS standards, and has successfully complied with Part One and Part Two of Test One and Test Two. The additional information provided on driveway turning movements, applicable design standards and levels of service indicate that the provision of an exclusive northbound left tum lane on High Ridge Road at the main project entrance is not supported by the standards and the current magnitude of the land use planned for the site. Thank you in advance for your review of the enclosed material. Please do not hesitate to call if you have any questions or concerns. Sincerely, Cathy Sweetapple & Associates Transportation and Mobility Planning ~~ Cathy Sweetapple, AICP cc: Joni Brinkman Colleen Mohr C:IDocuments and SettingslCathy SweetapplelMy DocumentslHigh Ridge Center\Rumf 3-22.{)4.doc 101 North Gordon Road, Fort lauderdale, Florida 3330 I 954-463-8878 office 954-525-4303 fax 954-649-8942 cell Email: csweet@bellsouth.net TRAFFIC PERFORMANCE STANDARDS TRAFFIC STUDY High Ridge Commerce Center II March 2004 Prepared for: Levitt Commercial CATHY SWEETAPPLE & ASSOCIA S TRANSPORTATION AND MOBILITY PLANNING 101 North Gordon Road, Fort Lauderdale, Florida 33301 954-463-8878 office 954-525-4303 fax Email: csweet@bellsouth.net HIGH RIDGE COMMERCE CENTER II TRAFFIC PERFORMANCE STANDARDS TRAFFIC STUDY In coordination with Winston Lee Associates, Inc., my office has been asked to prepare a Traffic Study to accompany the request for a conditional use approval to permit a dance studio to occupy 5,710 square feet of previously approved industrial use within High Ridge Commerce Center II. This Traffic Study has been prepared pursuant to the Palm Beach County Traffic Performance Standards to evaluate the trip impact resulting from the proposed change in use. Site Location and Proposed Development Modifications High Ridge Commerce Center II received concurrency approval from Palm Beach County based upon 111,720 square feet of industrial use and 27,930 square feet of warehouse use as reflected in Table 1A below. The project is located generally west of 1-95 and north of Gateway Boulevard, bounded by High Ridge Road on the east and Miner Road on the north (see the enclosed Figure 1). High Ridge Commerce Center II received site plan approval by the City of Boynton Beach for 110,946 square feet of industrial use and 24,000 square feet of warehouse use. Now it seeks to modify that approval by converting 5,710 square feet of industrial use to a dance studio. The proposed modification will result in a 14 trip increase during the PM peak hour, above the concurrency approval granted by Palm Beach County. An illustrative copy of the project site plan is provided in the enclosed Figure 2. eve opment ummary an PM Peak our Trips High Ridge Commerce Center II Scale of Development Net External Table Reference PM Peak Hour Trips Approved for Concurrency by 111,720 sf industrial 117 See Table 1B Palm Beach County 27,930 sf warehouse Site Plan Approval by the City of 110,946 sf industrial 114 See Table 1C Boynton Beach 24,000 sf warehouse Proposed Modifications for Dance 105,236 sf industrial 131 See Table 2 [1] Studio 24,000 sf warehouse 5,710 sf dance studio Proposed. Approved 14 Table 1A - High Ridge Commerce Center II D I S d H [1] The ITE 7th Edition rate for Fitness Center has been used to calculate the trip impacts for the proposed dance studio use on site. Based upon this proposed change, an updated Traffic Study has been prepared for High Ridge Commerce Center II, to reevaluate the project impacts upon the surrounding roadway network. The study addresses the peak hour project impacts to significantly impacted roadways and intersections pursuant to the newly renamed and reformatted Article 12 of the Palm Beach County ULDC (previously referred to as Article 15), and has been submitted herein to the City of Boynton Beach and Palm Beach County for approval. Based upon the enclosed analyses for significantly impacted roadways and intersections, we have found that High Ridge Commerce Center II meets the Palm Beach County Traffic Performance Standards, and therefore should be able to receive traffic concurrency approval based upon the proposed modifications to include a dance studio. Test 1 Traffic Performance Standards Analysis A Test 1 traffic impact analysis has been performed consistent with the ULDC, to evaluate two-way PM peak hour traffic conditions on roadway segments and intersections deemed significant within a 2 mile distance from the entrance to the project site. The Test 1 traffic impact analysis has been performed for High Ridge Commerce Center II (with the additional 14 PM peak hour trips resulting from the dance studio), evaluating total traffic conditions for the year 2005 consistent with the Palm Beach County Traffic Performance Standards Code. High Ridge Commerce Center II Traffic Performance Standards Traffic Study Cathy Sweetapple & Associates March 2004 .. ~IH~ ~~.....,. ,'" .., . ~. ~"'-s..:. i.',::; ~ ~.~ . ",y",..-,"""", , .r .~ ;; q I ! ,- ,~ 1: .1'" 1f ~ .;."~ I .. -WI! ;;i,':";;'.~.-;..::::,,: . ;>:-- I'" i:" '.., oi: .,,< ,. 't~- . ~ o. ....,. 1;] ",. r, to .: .. d .. i,_u , ., ~ .' .; .. .'~ \ . .... .. .;"a ~ t., ~~~ ~:!I~: , "~'.t . ",' , :-,,:', '.,( '".;;1'1 '-1 'R - ' ~l f -' ",.., - ,',1 l . _.,- n ,'1 -:, k,')" y~,", J:jri\l.. ! ~_1:~.~~ J" .V1.....-'~ T~ . ',~. ~ ... - _,1, ~~ . I ~, 'V'~ -, .~, ~ .' Legend Site Location Figure 1 - Location Map High Ridge Commerce Center II Levitt Commercial March 2004 Source: Cathy Sweetapple & Associates .......... ,...., I 1? '\1 I I Ii I " :. I Wi~ _ ~ := ~i',--r ~Lij I ii.J\ili . .. -'-il l,''l1W'''' 1;-:: ;; '-~ .~!~~! .1, (i J!!~ ' :.: il. :;._~' " ,.A~ _~ ,.1t~~.~. I~l. ~. "~r~;~., -'j~!j ;1'-'-:: ;:II" . P ~~. r ----;to---< , ., II "1-;1 Ii .~!l Ii I !: I~l!': "~:,"";:-,:. 0- IH!.'!l ..( if l.di': " , l! J';: J -,;-:::; i "':m .J~...;:~il :. ..~\~Ii If Ii !I: (lili~ij- , !1 ,~ , ""-.. ~ :;'::~ ~ ~m -~li :I~ ~~Il. . ~..- -W--~:.-1 . J-J~j !~;: i ~!Hl nJl J,gil!i,. ~;~. ~;! :: ~ ~:di'm-l:~ ~..- it '.' j _.~ ~ .;; :'" (J . 1 _)~fi 'IUl I, ,UJE!f~~! :;rj "-;i ~.~ :.:e-::-:ii t. ., :' 'j "r j- ~ ~12 .~ [ _111.~: · ,U'il:,~ ~}!,' ij !I{i, ~~ii' . '~ 4~ '. " --.' ., .". - :... ~:' : ~i~~~~ ,_ I": 1>' <c' j ~". II r !2 f i I Q ~ .. Ii r o :;: . I ,~ o .. S a: :z: ~ II ! f Legend Figure 2 - Illustrative Site Plan High Ridge Commerce Center" Levitt Commercial March 2004 Source. Cathy Sweetapple & Associates Project Trip Generation The proposed development program (as described above) generates 131 net external PM peak hour trips, resulting in a 14 PM peak hour trip increase from the prior approval as summarized in Table 1A above. Detailed trip generation analyses are provided for the daily, AM peak hour and PM peak hour reflecting the original traffic concurrency approval (Table 1 B), the approved site plan approval (Table 1C) and the proposed modifications to the use of the buildings to permit a dance studio (Table 2). Based upon the limitations ofthe trip generation data in ITE, the ITE 7th Edition rate for Fitness Center (under land use code 492) has been used to calculate the trip impacts for the proposed dance studio use on site. Trip generation rates for the AM peak hour and PM peak hour were available, however the daily trip generation was estimated based upon 15% of the PM peak hour trips. While a minimum number of trips are estimated for the dance studio during the AM peak hour, no dance classes are anticipated during the weekday morning peak hour. Radius of Development Influence Using the trip generation analysis performed above, and pursuant to Table 12.B.2.D-7 3A: Test One - Maximum Radius of Development Influence from Article 12 of the ULDC, the proposed PM peak hour trips for the project define a radius of development influence consisting of a 2 mile driving distance from the entrances to the project site as reflected in the attached Figure 3. The 2 mile study area has been evaluated using the previously approved project distribution from the October 2002 Traffic Study (see Attachment I) to determine which roadways will carrying significant project trips consistent with Palm Beach County standards. The enclosed Table 3 demonstrates those roadway segments where the two-way peak hour project trips are greater than or equal to 1.0% of the adopted maximum service volume (5.0% for 1-95). These become the subject of further Traffic Performance Standards review as evaluated in Tables 4A and 4B for the two-way PM peak hour analysis. Existing Traffic Conditions Existing two-way peak hour traffic volumes on the significantly impacted study area roadway segments within the radius of development influence (Minor Road, High Ridge Road and Gateway Boulevard) have been identified using either twenty four hour traffic counts collected by Palm Beach County or peak hour intersection turning movements recorded by Palm Beach County (see Attachment II). Traffic counts for High Ridge Road and Gateway Boulevard were collected during peak season 2003. Data for Minor Road was obtained from a peak hour turning movement collected in December of 2001. All peak hour traffic data has been adjusted for peak season using the FDOT peak season conversion factors (PSCF) from the year 2002 (the most current factors published). The two-way peak hour maximum service volumes at LOS "D" (which have been utilized in this analysis) are consistent with Table 12.B.2.C-11A: LOS 0 Link Service Volumes from the Palm Beach County Traffic Performance Standards code. The enclosed Table 4A identifies the two-way PM peak hour, peak season traffic conditions on significantly impacted study area roadways which have a terminus up to 2 miles from the project entrances. Acceptable levels of service were found to exist under existing traffic conditions on those significant roadway segments. Future Background Traffic Conditions The enclosed Table 4A includes the future background traffic volumes which have been identified on the significant study roadway segments for the year 2005 build out time frame of the project, representing four (4) years of growth from the year 2001 count on Minor Road and two (2) years of growth for the 2003 counts on High Ridge Road and Gateway Boulevard. Growth rates were calculated using the historical data for 1999, 2000,2001 and 2003 as obtained from Palm Beach County's Compound Growth Rate Analysis for Year 2001 (prepared June 6, 2002), and the current Palm Beach County traffic count database for year 2003, The enclosed Table 5 identifies the growth rate calculations for High Ridge Road and Gateway Boulevard, and provides an average growth rate calculation for Minor Road. Acceptable levels are service are met under future background traffic conditions. High Ridge Commerce Center II T raffle Performance Standards T rafflc Study Cathy Sweetapple & Associates March 2004 4 TABLE 1B HIGH RIDGE COMMERCE CENTER II APPROVED FOR TRAFFIC CONCURRENCY BASED UPON OCTOBER 2002 TRAFFIC STUDY 23-Mar-04 ITE DAILY LAND PALM BEACH COUNTY GROSS USE TRIP GENERATION VEHICLE IN OUT LAND USE UNITS CODE RATE OR FORMULA TRIPS % TRIPS % TRIPS GENERAL INDUSTRIAL 111,720 SQ. FT. 110 T = 6.97 (Xl 779 50% 389 50% 390 WAREHOUSE 27,930 SQ. FT. 150 T = 4.96 (Xl 139 50% 69 50% 70 GROSS TOTAL TRIPS 918 50% 458 50% 460 PASS-BY 5% 46 50% 23 50% 23 NET EXTERNAL TRIPS 872 50% 435 50% 437 ITE AM PEAK HOUR LAND ITE 7TH EDITION AM USE TRIP GENERATION PEAK IN OUT LAND USE UNITS CODE RATE OR FORMULA TRIPS % TRIPS % TRIPS GENERAL INDUSTRIAL 111,720 SQ. FT. 110 T = 0.92 (Xl 103 88% 90 12% 13 WAREHOUSE 27,930 SQ. FT. 150 T = 0.45 (Xl 13 88% 11 12% 2 GROSS TOTAL TRIPS 116 87% 101 13% 15 PASS-BY 5% 6 87% 5 13% 1 NET EXTERNAL TRIPS 110 87% 96 13% 14 ITE PM PEAK HOUR LAND ITE 7TH EDITION PM USE TRIP GENERATION PEAK IN OUT LAND USE UNITS CODE RATE OR FORMULA TRIPS % TRIPS % TRIPS GENERAL INDUSTRIAL 111,720 SQ. FT. 110 T = 0.98 (Xl 109 12% 13 88% 96 WAREHOUSE 27,930 SQ. FT. 150 T = 0.51 (Xl 14 12% 2 88% 12 GROSS TOTAL TRIPS 123 12% 15 88% 108 PASS-BY 5% 6 12% 1 88% 5 NET EXTERNAL TRIPS 117 12% 14 88% 103 Table 1 B TABLE 1C HIGH RIDGE COMMERCE CENTER II APPROVED SITE PLAN UNDER CONSTRUCTION 23-Mar-04 ITE DAILY LAND PALM BEACH COUNTY GROSS USE TRIP GENERATION VEHICLE IN OUT LAND USE UNITS CODE RATE OR FORMULA TRIPS % TRIPS % TRIPS GENERAL INDUSTRIAL 110,946 SQ. FT. 110 T = 6.97 (Xl 773 50% 387 50% 386 WAREHOUSElMEZZANINE 24,000 SQ. FT. 150 T = 4.96 (Xl 119 50% 60 50% 59 GROSS TOTAL TRIPS 893 50% 447 50% 446 PASS-BY 5% 45 50% 23 50% 22 NET EXTERNAL TRIPS 848 50% 424 50% 424 ITE AM PEAK HOUR LAND ITE 7TH EDITION AM USE TRIP GENERATION PEAK IN OUT LAND USE UNITS CODE RATE OR FORMULA TRIPS % TRIPS % TRIPS GENERAL INDUSTRIAL 110,946 SQ. FT. 110 T = 0.92 (Xl 102 88% 90 12% 12 WAREHOUSElMEZZANINE 24,000 SQ. FT. 150 T = 0.45 (Xl 11 88% 10 12% 1 GROSS TOTAL TRIPS 114 88% 100 12% 14 PASS-BY 5% 6 88% 5 12% 1 NET EXTERNAL TRIPS 108 88% 95 12% 13 ITE PM PEAK HOUR LAND ITE 7TH EDITION PM USE TRIP GENERATION PEAK IN OUT LAND USE UNITS CODE RATE OR FORMULA TRIPS % TRIPS % TRIPS GENERAL INDUSTRIAL 110,946 SQ. FT. 110 T = 0.98 (Xl 109 12% 13 88% 96 WAREHOUSElMEZZANINE 24,000 SQ. FT. 150 T = 0.51 (Xl 12 12% 1 88% 11 GROSS TOTAL TRIPS 120 12% 14 88% 106 PASS-BY 5% 6 12% 1 88% 5 NET EXTERNAL TRIPS 114 11% 13 89% 101 Table 1C TABLE 2 HIGH RIDGE COMMERCE CENTER II PROPOSED MODIFICATION TO APPROVED SITE PLAN TO INCORPORATE A DANCE STUDIO 23-Mar-04 ITE DAILY LAND PALM BEACH COUNTY GROSS USE TRIP GENERATION VEHICLE IN OUT LAND USE UNITS CODE RATE OR FORMULA TRIPS % TRIPS % TRIPS GENERAL INDUSTRIAL 105,236 SQ. FT. 110 T = 6.97 (X) 733 50% 367 50% 366 WAREHOUSElMEZZANINE 24,000 SQ. FT. 150 T = 4.96 (X) 119 50% 60 50% 59 DANCE STUDIO 5,710 SQ. FT. 492 [1] N/A 153 50% 77 50% 76 GROSS TOTAL TRIPS 1,006 50% 504 50% 502 PASS-BY 5% 50 50% 25 50% 25 NET EXTERNAL TRIPS 956 50% 479 50% 477 ITE AM PEAK HOUR LAND ITE 7TH EDITION AM USE TRIP GENERATION PEAK IN OUT LAND USE UNITS CODE RATE OR FORMULA TRIPS % TRIPS % TRIPS GENERAL INDUSTRIAL 105,236 SQ. FT. 110 T = 0.92 (X) 97 88% 85 12% 12 WAREHOUSElMEZZANINE 24,000 SQ. FT. 150 T = 0.45 (X) 11 88% 10 12% 1 DANCE STUDIO 5,710 SQ. FT. 492 [1] T = 1.21 (X) 7 42% 3 58% 4 GROSS TOTAL TRIPS 115 86% 98 14% 17 PASS-BY 5% 6 88% 5 12% 1 NET EXTERNAL TRIPS 109 85% 93 15% 16 ITE PM PEAK HOUR LAND ITE 7TH EDITION PM USE TRIP GENERATION PEAK IN OUT LAND USE UNITS CODE RATE OR FORMULA TRIPS % TRIPS % TRIPS GENERAL INDUSTRIAL 105,236 SQ. FT. 110 T = 0.98 (X) 103 12% 12 88% 91 WAREHOUSElMEZZANINE 24,000 SQ. FT. 150 T = 0.51 (X) 12 12% 1 88% 11 DANCE STUDIO 5,710 SQ. FT. 492 [1] T = 4.05 (X) 23 51% 12 49% 11 GROSS TOTAL TRIPS 138 18% 25 82% 113 PASS-BY 5% 7 12% 1 88% 6 NET EXTERNAL TRIPS 131 18% 24 82% 107 Note: [1] The ITE 7th Edition rate for Fitness Center has been used to represent the proposed dance studio use on site. No daily rate is available for fitness center. Daily is estimated based upon 15% of the PM peak hour trips. Table 2 14 "'''''' 1? 648 ..0 a~ ~I k ~i 20542~~" 110562 ...1 6452...... ll..a., CRESTHA~~f_ 9030 ~I 8oo4~- I -6259---0 jfil i ~ ~I r- 0 r- : 0' t 21804 I 15196 iV7173 0: : I : ~I 42628 > , ~ I CD 15045 J: l.AI<E.8795{ 39788'1 ,,-__~__!1~2 ~396---4622~-1/' WORTH 3~~ 38922 , 45744h_~~~~~_ : 13370 19019) 21600 , 39691 r : , , : : uc Jr 38302 , 32092 -----""'-.?~ll~+ LANTANA RD : _ 33516 10178'\ 37422r; "-- 29372 ~~--""'--3480a - \, 33380" , ' I ,27287-P I ~i : , 1 q: 31022~!' \ , I ,16999 , 22833 HYPOLUXO RD 9 uc ~ ,-- ----7- 100351 i 35478 34142r ~ 3334O-P / : ! ~ J , , " ~ 30952 ': , ~ 'J i 5 ,/~ " -*' . CHALET " , r 32328\ 1--', \- <.J , GATEWAY 'UC .... ...c-\--.... / 1506~ -1-0------ I ....-'4862:....... : 21424 27477 28110 " = . + " = 0 '= " ,d. """ " = " --c, . ~_ . ~J . .~ . =, .. =_ i 154984-0P--/ - -, ~~"'--I' """-"--~ ::';::::l:!~~~~~::jra~:~i:!e I M826 p1588 38388,? NA 19300 , 12~578:92 ,i I ' , I , 36916~ OlD BOYNTON _RE, . 27422- I : 33478 '\. te' 17242 BEACH , , :-. ~ q 35649-P, ) ;1~;----O ~ --~OP ---'347~f -388~ 12533-P' 3623 ) 3003 ' 30098 .. I 25622l" 1 i 32750 I 153890-0P _-L , : 0" ,_ , '0: I 16338J i 34174~ 35645~ , 105aar-' ~ , : 22396 ';' 37456-=6 '-\ I ~--- _____ V' I a: ~ .... ~ WOOlBRIGHT : 2291/l!i ;C;, 8851, 35162~ I I ,a , ~' 8594 23RD '1'-2.2Z?2.._-.J-- I 'ill, ----------<>-t-- AV . I '33533-P 10586 , I 01 I r <;' 33554'~ NA: 0: : 1 I : i# " I 'PIPER'$ GLEN_::>oI 4223 ,':" 2, .... ,,__ [)\ ~ ,....-t- BLVD, : ! ~'I 19542J, I i I i -< '", I 3685, , _ "'I PIQI , , . , t-.F!.,A~B."'- Rbot--. i ! , 'I : 0, : .- I 10 I a: _ I , I I , 10592 18550 , gj\ - w __ 15479 z ~___ l!5 · -12THAVS m ... 1 13 I : 12564 !;:! J L'171292 < I -" Nt- ...J I i 18884~ .--1.----._1,:><''> 33991 34294---j ~ 16032 I I 17184-0P r. 169074 I rI -36954 I ~ ~7Q2 I ,I, 11084 I J I r \ ~14174 - ~ -t-OCEAN AV (~ ;~6169-0P , I 0 I ;:. I : :g I , I J 6003~ ~ [J IE ' BLVD (l; :r NA [ -~ -......; c:: ~ -......::; 'C NA, ; \:! ~ 0: ~ 24062 Legend 2 mile radius of development influence Site Location Figure 3 - 2 Mile Radius of Development Influence Study Area High Ridge Commerce Center II Levitt Commercial March 2004 Source: Cathy Sweetapple & Associates TABLE 3 HIGH RIDGE COMMERCE CENTER II PALM BEACH COUNTY TPS TRAFFIC IMPACT STUDY AREA DETERMINATION TWO MILE RADIUS OF DEVELOPMENT INFLUENCE 23-Mar-O~L !~ [1] .--r [2] 1 PROJECT! ROADWAY i HIGH RIDGE nw~AY l ~. LINKS> 1% i ~ HOUR PERCENT OF AND FACILITY CENTER II TYPE PROJ = 131 MAXIMUM MAXIMUM 1-95 ROADWAY EXISTING PM PEAK SERVICE SERVICE LINKS> 5% FROM TO LANES DIST. ~-.I~IPS VOLUME _ _VOLUME YES/NO ---- ~ .r--. T I HYPOLUXO ROAD CONGRESS AVENUE HIGH RIDGE ROAD 6LD 10.00% 13 4,550 I 0.29% I NO HIGH RIDGE ROAD 1-95 6LD 4.00% 5 4.550 0.11% NO 1-95 SEACREST BLVD 4LD 2.00% 3 3,020 0.10% I NO SEACREST BLVD EAST OF SEACREST BLVD 4LD 1.00% 1 3,020 0.03% NO MINER ROAD LAWRENCE ROAD CONGRESS AVENUE 2L 6.00% 8 1,390 0.58% NO CONGRESS AVENUE HIGH RIDGE ROAD 2L 14.00% 18 1,390 1.29% YES GATEWAY BLVD WEST OF CONGRESS AVE CONGRESS AVENUE 6LD 8.00% 10 4,550 0.22% NO CONGRESS AVENUE HIGH RIDGE ROAD 4LD 16.00% 21 3,020 0.70% NO HIGH RIDGE ROAD 1-95 4LD[3] 32.00% 42 3,020 1.39% YES 1-95 SEACREST BLVD 4LD 14.00% 18 3,020 0.60% NO SEACREST BLVD EAST OF SEACREST BLVD 2L 10.00% 13 1.390 0.94% NO CONGRESS AVE HYPOLUXO ROAD MINER ROAD 6LD 8.00% 10 4,550 0.22% NO MINER ROAD GATEWAY BLVD 6LD 6.00% 8 4,550 0.18% NO GATEWAY BLVD SOUTH OF GATEWAY BLVD 6LD 2.00% 3 4,550 0.07% NO HIGH RIDGE ROAD LANTANA ROAD HYPOLUXO ROAD 2L 24.00% 31 1,390 2.23% YES HYPOLUXO ROAD MINER ROAD 2L 38.00% 50 1,390 3.60% YES MINER ROAD GATEWAY BLVD 2L 48.00% 63 1,390 4.53% YES 1-95 LANTANA ROAD HYPOLUXO ROAD 6FR 6.00% 8 I 8,900 0.09% NO HYPOLUXO ROAD GATEWAY BLVD 6FR 2.00% 3 i 8,900 0.03% NO I GATEWAY BLVD BOYNTON BEACH BLVD 6FR 8.00% 10 I 8,900 0.11% NO I i SEACREST BLVD I i HYPOLUXO ROAD GATEWAY BLVD 2L 2.00% 3 I 1,390 0.22% NO J ---- NOTES: [1] REFER TO TABLE 2 FOR THE PROPOSED TRIP GENERATION ANALYSIS. TRIP DISTRIBUTION PERCENTAGES WERE OBTAINED FROM THE OCTOBER 2002 TRAFFIC STUDY (SEE ATTACHMENT 1). [2] PEAK HOUR TWO WAY MAXIMUM SERVICE VOLUMES ARE CONSISTENT WITH THE TABLE 12.B.2.C-1 1A: LOS D LINK SERVICE VOLUMES FROM THE PBC TPS CODE. [3] THE EAST AND WEST INTERSECTION APPROACHES ON GATEWAY BOULEVARD AT HIGH RIDGE ROAD PROVIDE 3 THROUGH TRAVEL LANES IN EACH DIRECTION. THEREFORE, THIS SEGMENT COULD BE EVALUATED AS A 6LD, AND AS SUCH, PROJECT TRAFFIC WOULD FALL BELOW 1.0% OF LOS D MAXIMUM SERVICE VOLUME AT 0.92%. Cathy Sweetapple & Associates High Ridge Concurrency 3-11-04.123 II> Z o ;:: 6 z o o o ~ .... a: :::> o % " <( W =0.. a::E Wo.. !z~ l'l;: w6 ~ffi~ ~~fil ~8~ w:E 8~ ~o %0 12;: %0 z :::> Ii Cl " o ~ <5 z ;:: II> )( W .... II> W .... ----- I i I II> 0 0 000 0 ~~~ ...J ~j8 ----",-- Ii > w II ~"a:lE '" i + i 6~53 N "' '" '" '" II '" '" '" '" '" ~o..%g "' N <0<0<0 jl 0 ~~~ ,I i..,U.!11 0 0 000 ii lEO:! -1 olE.... 0 M ~- - U)~~~ N ~ '" '" '" go:::>u. '" '" '" '" '" ..~Ii:! 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NM vli'l 0(") ..... .....- - (") Ii'l(") 00 (")Ii'l 00'1 0(") <D"g <o1i'l (")0 C\I (")- - 0 Ii'l(") 0'IC\1 0'1..... 0":. - 0'1 Ii'lC\l C\I C\I roM v...... <oC\I v v C <c i~ wal 8~ ~~ J:w ~!;( J:O ~l I II -~I Ii II ji I ;:R o ...... o M w .... ~ w G ~ w ~ C") N ~ M >- <> c ~ :s <> c o () Ql C> U cr: .s::: C> I .-: o ~~ ~O I- Ol-ci I-Z<( 1-::::>0 ZOo:: ::::>U OzIX Uow Z(/)Z 0<(:2 (/)wZ <((/)0 w~ (/)<(w ~w(/) <(0.::::> W(")IX 0.00 (")~IL g -(/) C\I~>- - > <( (")IXS: :C<(O U::::><( IXzO <(<(IX :2'1- WWZ :c:cw I-I-U 1-1-<( IX a:: , wwo >><( ZZ:2 000 Uua:: OOIL 1-1-0 oow wwl- (/)(/):5 ::::>::::>::::> (/)(/)U ~~~ I-I-z zZw www :2:200 I-I-(/) (/)(/)<( ~~:c OOw <(<(I- a::o::<( 000:: I-I-:c ~~~ ILILO ..J..J0:: ~~G OOw (/)(/)(!) ~~~ (/)(/)w (")C\I> ~q<( o Z <(<(<( en Ql m .0 o en ~ o/l Ql a. 0- m Qi Ql ~ en >- .s::: m () =:~~ Maior Proiect Traffic The Major Projects Map has not reflected any previously approved project with a concurrency reservation where the project will add more trips than ten percent of the LOS D maximum service volume to any significantly impacted roadway segment within the radius of development influence. Project Traffic Assignment Net external project trips have been assigned to the roadway network using the previously approved project traffic distribution which is included in Attachment I. The project distribution percentage and the assignment of the net external project traffic is provided in the enclosed Table 48 for the two-way PM peak hour analysis which is required for Part Two of Test One. Total Traffic Conditions An evaluation of the roadway level of service under total traffic conditions has been performed for the significant study roadway segments. Total traffic conditions reflect the combined effect of future background traffic, major project traffic and project traffic from High Ridge Commerce Center II. The enclosed Table 48 reflects two-way PM peak hour traffic conditions for year 2005 total traffic. No roadway deficiencies were found to exist under two-way PM peak hour total traffic conditions on those segments deemed significant within a 2 mile distance from the project entrance. Therefore the project passes Part Two of Test One. Intersections The Palm Beach County TPS Standards require that major signalized intersections be analyzed using the Highway Capacity Manual (HCM) 1985 Planning Methodology, for major signalized intersections located nearest to the project access link where the project's traffic is significant on the link. To meet the criteria of Part One of Test One, the major signalized intersection shall be found to operate below the threshold of 1,400 vehicles per hour as the critical volume. The intersection of High Ridge Road and Gateway Boulevard has been analyzed as part of this study. The intersection was analyzed under existing traffic conditions using the data collected on March 12, 2003, and was then analyzed for the buildout year 2005 to include background growth in traffic and the project traffic from High Ridge Commerce Center II. The Planning Methodology worksheets, the intersection turning movement worksheet (Table 6) and the existing turning movement volumes are provided in Attachment III. The major signalized intersection studied was found to operate below the critical volume threshold of 1 ,400 vehicles, therefore the project passes Part One of Test One. Project traffic was not found to equal or exceed 10% of the total approach traffic on any additional major signalized intersection within the radius of development influence, therefore no additional analyses were required. Test 2 Traffic Impact Analysis A Test 2 traffic evaluation was performed for the project based upon the proposed 956 daily trips for High Ridge Commerce Center II. Pursuant to Table 12.8.2.0-938: Test 2 - Model Test - Maximum Radius of Development Influence from Article 12 of the ULDC, the radius of development influence for the Test 2 analysis would address only the "project accessed link" on the first accessed major thoroughfare, Pursuant to Palm Beach County's Test 2 Roadway Network Deficiency Map, the first directly accessed major thoroughfare roadway (High Ridge Road) is not projected to be overcapacity. Therefore, High Ridge Commerce Center II meets the criteria of Test 2, Driveway Access and Turning Movements Detailed traffic assignments at each of the project driveways have been prepared to supplement the analyses performed under Test One and Test Two. Driveway turning movements for the AM and PM peak hours are provided in the enclosed Figures 4 and 5, respectively. This information was prepared to understand the assignment of project traffic during the AM and PM peak hours, and to determine how this traffic would access various segments of High Ridge Road. High Ridge Commerce Center II Traffic Performance Standards Traffic Study Cathy Sweetapple & Associates March 2004 12 The site design for High Ridge Commerce Center II reflects two driveway entrances into the site off of the two lane section of High Ridge Road. Limited striping is found in the pavement along High Ridge Road at the project access identified as Industrial Way. A southbound left turn lane is striped into the pavement at Industrial Way and a northbound left turn lane is striped into the pavement serving Miner Road on the north. The Applicant recognizes that the heaviest inbound movement into the site will occur during the AM peak hour, at a time when the traffic from the dance studio will be minimized. Using the project traffic distribution percentages previously approved for the site, the Applicant has estimated the turning movement volumes at the two project driveways, to determine the magnitude of the inbound left turn lane traffic demand, The Applicant found the that the northbound left turn lane demand to access the site in the AM peak hour reflects 23 northbound lefts at the south driveway and 24 northbound lefts at the main driveway (see Figure 4). Pursuant to the Manual of Uniform Minimum Standards for Design, Construction, and Maintenance far Streets and Highways, also known as the "Florida Greenbook", exclusive left turn lanes are typically required when the project traffic meets or exceeds 30 left turns at one project driveway during any given peak hour. High Ridge Commerce Center II is not anticipated to reach that 30 left turn threshold. In addition to the Florida Greenbaok standards, the Applicant has found that acceptable levels of service are maintained through the buildout of the project along the study sections of High Ridge Road. In fact, High Ridge Road currently operates at level of service C during the peak hour, and will continue to maintain level of service C through the buildout of the project. The volume to capacity ratios for High Ridge Road as projected for the buildout year 2005 (with project) range between 0.48 and 0.50. Conclusions Given the analyses performed in this Traffic Performance Standards Traffic Study, acceptable levels of service are found to be maintained through the build out year 2005 for significantly impacted roadway segments pursuant to the Palm Beach County Traffic Performance Standards Code. The information included herein documents that the High Ridge Commerce Center 1\ once again meets the TPS standards, and has successfully complied with Part One and Part Two of Test One and Test Two. The additional information provided on driveway turning movements, applicable design standards and levels of service indicate that the provision of an exclusive northbound left tum lane on High Ridge Road at the main project entrance is not supported by the standards and the type of land use planned for the site. C:IDocuments and SettingslCathy SweetapplelMy DocumentslHigh Ridge CenterlTPS Traffic Study 3-22-04.doc High Ridge Commerce Center II Traffic Performance Standards Traffic Study Cathy Sweetapple & Associates March 2004 13 AM Peak Hour 98 driveway trips in 17 driveway trips out fedllll.... _ 11\ ~'j,~ lL ~ pi;: " ~ ',' ~ .Ij~",u ; "IUi. ;li:Ff'" ~ he tl ;: . . ,:, R ..~ll*J ",tK,. ~ ~;ft_ _ ~ .. ~ -:@.,. i,;;Hf~ II ':1, .' 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W~I. i! z~ .~ z I~ ~8~ II ~~~ Ii I- ; ~ Attachment II Palm Beach County Traffic Count Data Print Date: Jan/15/2004 Florida Department of Transportation '" Transportation Statistics Office 2002 Peak Season Factor Category Report PALM BEACH 195 MOCF 0,96 Category: 9395 Week Dates SF ~ 1 01/01/2002 - 01/05/2002 0.96 1.00 2 01/06/2002 - 01/12/2002 1.00 1.04 3 01/13/2002 - 01/19/2002 1.04 1.08 4 01/20/2002 - 01/26/2002 1.02 1.06 5 01/27/2002 - 02/02/2002 1.00 1.04 * 6 02/03/2002 - 02/09/2002 0.97 1.01 * 7 02/1 0/2002 - 02/16/2002 0.95 0.99 * 8 02/17/2002 - 02/23/2002 0.94 0.98 * 9 02/24/2002 - 03/02/2002 0.94 0.98 * 10 03/03/2002 - 03/09/2002 0.93 0.97 * II 03/1 0/2002 - 03/16/2002 0.92 0.96 * 12 03/17/2002 - 03/23/2002 0,93 0.97 * 13 03/24/2002 - 03/30/2002 0.94 0.98 * 14 03/31/2002 - 04/06/2002 0.96 1.00 * 15 04/07/2002 - 04/13/2002 0.97 1.01 * 16 04)14/2002 - 04/20/2002 0.98 1.02 * 17 04/21/2002 - 04/27/2002 0,99 1.03 * 18 04/28/2002 - 05/04/2002 1.00 1.04 19 05/05/2002 - 05/11/2002 1.01 1.05 20 05/12/2002 - 05/18/2002 1.02 1.06 21 05/19/2002 - OS/25/2002 1.02 1.06 22 OS/26/2002 - 06/01/2002 1.03 1.07 23 06/02/2002 - 06/08/2002 1.03 1.07 24 06/09/2002 - 06/15/2002 1.04 1.08 25 06/16/2002 - 06/22/2002 1.04 1.08 26 06/23/2002 - 06/29/2002 1.04 1.08 27 06/30/2002 - 07/06/2002 1.03 1.07 28 07/07/2002 - 07/13/2002 1.03 1.07 29 07/14/2002 - 07/20/2002 1.03 1.07 30 07/21/2002 - 07/27/2002 1.02 1.06 31 07/28/2002 - 08/03/2002 1.02 1.06 32 08/04/2002 - 08/10/2002 1.01 1.05 33 08/11/2002 - 08/17/2002 1.01 1.05 34 08/18/2002 - 08/24/2002 1.02 1.06 35 08/25/2002 - 08/31/2002 1.03 1.07 36 09/01/2002 - 09/07/2002 1.04 1.08 37 09/08/2002 - 09/14/2002 1.05 1.09 38 09/15/2002 - 09/21/2002 1.06 1.10 39 09/22/2002 - 09/28/2002 1.05 1.09 40 09/29/2002 - 10/05/2002 1.03 1.07 41 10/06/2002 - 10/12/2002 1.02 1.06 42 10/13/2002 - 10/19/2002 1.01 1.05 43 10/20/2002 - 10/26/2002 1.00 1.04 44 10/27/2002 - 1l/02/2002 1.00 1.04 45 11/03/2002 - 11/09/2002 1.00 1.04 46 11/10/2002 - 11/16/2002 0,99 1.03 47 11/17/2002 - 11/23/2002 0.98 1.02 48 11/24/2002 - 11/30/2002 0,98 1.02 49 12/01/2002 - 12/07/2002 0.97 1.01 50 12/08/2002 - 12/14/2002 0.97 1.01 51 12/15/2002 - 12/21/2002 0,96 1.00 52 12/22/2002 - 12/28/2002 1.00 1.04 53 12/29/2002 - 12/31/2002 1.04 1.08 Page 1 Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 Time Moo Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 34 234 53 254 87 488 12:15 38 276 39 251 77 527 12:30 27 236 31 277 58 513 12:45 28 284 127 1030 24 259 147 1041 52 543 01:00 12 254 19 264 31 518 01:15 15 241 18 252 33 493 01:30 11 262 36 247 47 509 01:45 11 272 49 1029 18 274 91 1037 29 546 02:00 17 290 22 262 39 552 02:15 11 291 15 282 26 573 02:30 8 253 17 291 25 544 02:45 7 379 43 1213 15 333 69 1168 22 712 03:00 14 353 14 338 28 691 03:15 26 326 32 326 58 652 03:30 23 354 9 320 32 674 03:45 36 280 99 1313 39 361 94 1345 75 641 04:00 40 287 24 333 64 620 04:15 26 285 21 361 47 646 04:30 28 318 28 332 56 650 04:45 21 245 115 1135 38 344 111 1370 59 589 05:00 75 273 58 393 133 666 05:15 66 292 61 432 127 724 05:30 90 326 77 449 167 775 05:45 109 281 340 1172 95 405 291 1679 204 686 06:00 156 300 93 375 249 67S 06:15 168 299 126 353 294 652 06:30 234 268 218 340 452 608 06:45 297 240 855 1107 339 288 776 1356 636 528 07:00 316 233 336 257 652 490 07:15 396 210 305 267 701 477 07:30 400 212 330 223 730 435 07:45 413 187 1525 842 350 208 1321 955 763 395 08:00 389 181 275 180 664 361 08:15 327 142 274 156 601 298 08:30 289 173 316 147 605 320 08:45 280 148 1285 644 224 144 1089 627 504 292 09:00 248 152 191 151 439 303 09:15 236 157 206 134 442 291 09:30 195 139 183 150 378 289 09:45 212 136 891 584 212 121 792 556 424 257 10:00 184 109 213 110 397 219 10:15 222 85 197 112 419 197 10:30 239 106 267 78 506 184 10:45 232 79 877 379 234 79 911 379 466 158 11:00 245 70 224 70 469 140 11 :15 257 70 235 62 492 132 11:30 224 63 249 54 473 117 11:45 250 53 976 256 240 49 948 235 490 102 Start 03-Mar-03 E/A Hour Totals Total Percent Corrbined Total Peak Volume P.H.F. 7182 40.2% 10704 59.8% 17886 07:15 1598 0.967 02:45 1412 0.931 Site Code: 000000004213 Station 10: GATEWAY BLlNW 150'E OF HIGHRIOGE RO W/A Latitude: 0' 0.000 Undefined Hour Totals Combined Totals 6640 11748 13822 22452 36.1% 63.9% 38.1% 61.9% 18388 36274 07:00 05:00 07:15 05:15 1321 1679 2858 2860 0.944 0,935 0.936 0.923 Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 Page 1 Site Code: 4648 Station 10: HIGH RIDGE RD 200' S OF HYPOLUXO RD Start 23-Jan-Q3 N/A Hour Totals S/A Latitude: 0' 0.000 Undefined Hour Totals Combined Totals Time Thu Morninq Afternoon Morning Afternoon Mominq Afternoon Morninq Afternoon Morning Afternoon 12:00 5 41 1 44 6 85 12:15 4 42 5 32 9 74 12:30 4 34 2 38 6 72 12:45 2 37 15 154 0 39 8 153 2 76 01:00 1 29 2 31 3 60 01:15 1 41 1 31 2 72 01:30 2 35 0 41 2 76 01:45 2 28 6 133 3 34 6 137 5 62 02:00 1 38 4 62 5 100 02:15 1 32 1 47 2 79 02:30 3 55 0 58 3 113 02:45 2 69 7 194 1 78 6 245 3 147 03:00 3 64 1 113 4 177 03:15 6 44 2 61 8 105 03:30 3 42 1 65 4 107 03:45 4 42 16 192 1 41 5 280 5 83 04:00 4 44 1 47 5 91 04:15 6 68 3 66 9 134 04:30 6 49 1 91 7 140 04:45 9 56 25 217 6 85 11 289 15 141 05:00 16 43 3 107 19 150 05:15 12 54 5 73 17 127 05:30 22 59 6 74 28 133 05:45 19 49 69 205 7 61 21 315 26 110 06:00 8 69 5 40 13 109 06:15 21 44 14 42 35 86 06:30 28 44 10 41 38 85 06:45 33 32 90 189 28 52 57 175 61 84 07:00 46 39 49 32 95 71 07:15 47 24 58 30 105 54 07:30 98 26 78 31 176 57 07:45 134 20 325 109 136 22 321 115 DO 42 08:00 72 15 84 9 156 24 08:15 59 21 67 20 126 41 08:30 45 17 37 18 82 35 08:45 37 16 213 69 42 11 230 58 79 27 09:00 27 15 40 18 67 33 09:15 25 22 31 29 56 51 09:30 26 18 24 17 50 35 09:45 20 13 98 68 35 5 130 69 55 18 10:00 31 13 34 7 65 20 10:15 20 12 26 5 46 17 10:30 35 6 25 5 60 11 10:45 30 8 116 39 25 5 110 22 55 13 11:00 23 6 31 6 54 12 11 :15 32 5 18 1 50 6 11:30 41 8 45 1 86 9 11:45 23 7 119 26 32 1 126 9 55 8 Total 1099 1595 1031 1867 2130 3462 Percent 40.8% 59.2% 35.6% 64.4% 38.1% 61.9% Coml:ined 2694 2898 5592 Total Peak 07:30 02:30 07:30 04:30 07:30 04:15 Volume 363 232 365 356 728 565 PHF. 0.677 0.841 0.671 0.788 0.674 0.798 ...J <( t- o t- t- o:: ~ ::J 0:: ~ t- ~ t- ...J ~ t- o:: <( UJ ::J 0:: :I: t- <( UJ t- ...J <( UJ t- o:: ~ ::J 0:: :I: !;( W t- ...J ~ t- o:: <( Z ::J 0:: ~ t- <( Z t- ...J <( Z W t- <( C 0:: :I: ~ ~ Q. 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'<t 0 ...... <X> N N N a ..- ...... > l- I- ::> l- I- ::> l- I- ::> l- I- ::> I- Z III LL er I III u.. er I III u.. er I III u.. er I > Z ill I <9 U) ill I <9 w ill I <9 ~ ill I <9 :::E ....J I- 0: ....J I- er ....J I- 0: ....J I- 0: I z a 0 :::E I i= <( a.. I 0 0 0 0 w > er 0 I U) ....J to I 0:: III ill I w >- <9 0 I I- ~ 0 I- Z 0: :::E C') I ill I Q a.. 1-0 ~ N 0 Ii <(z ...... 0 II <9<( I -- lri Ii C') I...... I I I '<t o .!. ro :::E N N PLANNING APPLICATION WORKSHEET Intersection: ~ &Itld~ /ft~h t</~ f{()d Date:;' Z~{J f . Analyst: ~ff. Tune Period Analyzed: PM "7.,,005 Project No. Gty jState: Bo.rn~ ~iFL SB lOTAL 'h;h R{~e r<oa.J N- STREET I J21- I ~TC :?J3 11 ~ J:1Jj~ ~'*" lilk- a~q3 I ~tf4 6'f ( WB TOTAL - t- 2./13 41--1 t/434 "- ?:r3B rP>t/ ll~~ "'" gtdew:.: 8M litn E- STREET J ift 2~ Bl /3 f3/ liL, 1 (-1ii U1--14 J - 1mJ EB]JTAL ~ /12-- I Z2~ I - NB TOTAL EBLT = Lt1 NBLT = 6~ 471 MAXIMUM WBTH = SBTH = 2J~ SUM OF CRITICAL CAPACITY ~ 14l?') I lVJ't II VOLUMES lEVEL WBLT SElT = 1'69 .~ o TO 1,200 UNDER ~t7 OR = 1-; I I OR EBTH = NBTH 1,201 to 1,400 NEAR ILfS11 10wl > 1,400 OVER r it' SIGNALIZED INTERSECTIONS !folo E- W CRITICAL + "'J w N-S CRITICAL t{)00 STATUS? under 9-81 PLANNING APPLICATION WORKSHEET Intersection: f1~:feweur ~lvJ (i) ~~~\, oflt~ '?! ~Oa.J Date: j-2Z"O~ Analyst: ~k Tune Period Analyzed: PM - &,Sh~ '3 - rz. -~ Project No. City /State:~U ~ IVt~ _t-h~h RitA.~ ~ SB TOTAL N-S STREET l,,-tI I I (J ~ 62 b 1$3 2-~~ ~ -:j-Io ..J I "-...J53 . - 4~~ 1'261- I/bSS I { Iz.. 02.- WB TOTAL lf2~ "^l.-.- 2...8& ?--, '3foS6 ;~ <4-2/1 .~-.- '''''L IOZ.~ \( t. " "" ~ ri ~. I E- W STREET J~ u yt I ~, r r I\-::t- 112,'tD 1- 1(Y1~ 17 11;0 EB lOTAL '\ 102- I z.2.-~ I - NB TOTAL EBLT = 4= NBLT = 01 MAXIMUM t.! " v. ~1 SUM OF CRITICAL CAPACITY WBTH = I v ! SBTH = B) ~ I ,~,~3 II VOLUMES LEVEL WBLT - Q 7., SBLT o TO 1,200 UNDER - ,-"...- 'r" OR IJO OR .(. ".' I 1,201 to 1,400 NEAR EBTH = ... '~.: NBTH I = [5]) I a831 > 1,400 OVER SIGNALIZED INTERSECTIONS 41J E-W CRITICAL + J~3 N-S CRITICAL . :fJLf 9-81 STATUS? U V!dp { ..J e( I- o l- I- a:: e( 3: :J a:: ::I: I- ~ I- ..J ~ I- a:: e( en :J a:: ::I: l- e( en I- ..J e( en I- a:: ~ :J a:: ::I: l- e( W I- ..J ~ I- a:: e( z :J a:: ::I: l- e( Z I- ..J e( Z W l- e( C a:: ::I: ~ ~ a. 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