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HomeMy WebLinkAboutDocumentation_Regular_Tab 13_08/10/2017 or °` T` VILLAGE OF TEQUESTA v*If d DEPARTMENT OF COMMUNITY DEVELOPMENT 44.i� ii 'ci C',utc(4 Staff Report—Village Council Public Hearing—8-10-17 1. PETITION DESCRIPTION-SPR-3-17 APPLICANT: Michael Sanchez/Managed Land Entitlements 3710 Buckeye Street, Suite 100, Palm Beach Gardens, FL 33410 OWNER: Bart' Real Estate, Inc. REQUEST: Application of Bartl Real Estate Inc. for a site plan review to build a four (4) level 15,296 sq. ft. office building. The application includes a landscaping plan, one (1) monument sign,and other site improvements on the parcel. LOCATION: The property is located on US Highway 1 between Palm Court and Harbor Road South in Tequesta,Florida,33469.The legal description for the property is JUPITER HEIGHTS LTS 1 TO 9 INC & ABND 40 FT STRIP LYG W & ADJ THERETO BLK 5. The Parcel Control Number for the property is 60-43-40-30-02-005-0010. LOCATION MAP i -,, . . f 4 - 7 „, A i .. gat � ;'� ` �- �° . r . wi P r`� l +' r r--...,15.; � :� 1< a ..� :46 _V Cr. .' g- 7 ; _' �' _ HARBOR ROAD "" . _ j e c f,.' ` .111c `+k .a r •,. s t l ' - � Proposed Building Site US Highway 1 1 Department of Community Development-Staff Report—Austrade Building SPR 3-17 2. PETITION FACTS a. Total Gross Site Area: 21,600 Sq. Ft. (.50 Acres) b. Total Building Footprint Area: 4,241 sq.ft. c. Total Building Square Footage: • Main building: 15,296 sq.ft. (all floors); 9,300 sq.ft. (leasable area) • Ground Floor:4,241 sq.ft. • Floor 1: 3,685 sq.ft. • Floor 2: 3,685 sq.ft. • Floor 3: 3,685 sq.ft. Land Use and Zoning EXISTING LAND USE FUTURE LAND USE ZONING C-2 SUBJECT PROPERTY Vacant Land Commercial (C) (Community Commercial District) NORTH C 2 Avis/Budget Commercial(C) Commercial (C) (Community Commercial District) SOUTH CH/5 Commercial High CG—Commercial Unincorporated Palm Office Building w/Underlying MR-5 General Beach County— (Unincorporated PBC) (Unincorporated PBC) (Unincorporated PBC) EAST Unincorporated Palm Residential Low Density Residential Low Density Residential Low Density Beach County—Single (Unincorporated PBC) (Unincorporated PBC) (Unincorporated PBC) Family Residential WEST US Highway 1 M-U(Mixed Use) M-U(Mixed Use) M-U(Mixed Use) 3. BACKGROUND Bartl Real Estate Inc.applied for a site plan review to build a four(4) level 15,296 sq.ft. office building (Austrade Building) on a vacant site located on US Hwy 1. Per the applicant, "The maximum number of employees in the building is anticipated at approximately 25-30". The Development Review Committee(DRC)provided review comments to the applicant on November 18,2016.The DRC includes community development, engineering (civil and traffic), landscaping, building, water, fire safety and law enforcement professionals. In order to proceed with the site plan review process,the applicant requested five (5)variances from the requirement of C-2 Community Commercial District zoning designation as follows: 1.Variance#1: Side Setback Code requirement:Section 78-143: 20 feet at any intersecting street, plus five (5) additional feet per story for buildings greater than three(3)stories in height= required 25 feet. Proposed: 20 feet. 2 Department of Community Development-Staff Report—Austrade Building SPR 3-17 2.Variance#2: Rear setback Code requirement:Section 78-143: 10 feet, plus five(5)additional feet per story for buildings greater than three(3)stories in height= required 15 feet. Proposed: 10 feet from rear property line. 3.Variance#3: Parking space width for seven (7) spaces within side parking area Code requirement: Section 78-691: required 10-foot-wide parking spaces. Proposed: 9.5 foot-wide parking spaces for seven (7) spaces within the side parking area. 4.Variance#4: Loading zone location Code requirement:Section 78-696:Loading spaces shall be exclusive of driveways, aisles or drives provided for other off-street parking areas. Proposed: Loading zone to be located within drive aisle near front door. 5.Variance#5: Landscape strip between parking spaces and building on side Code requirement:Section 78-409:Parking rows and traffic aisles must be separated from principal structures on the side and front by a landscape strip of at least four feet in width. Proposed: Provide between one (1)to two (2)feet of landscaping between the parking spaces and the south side of the building. The subject variance application was heard and approved by the Village Council (3-2) on March 9, 2017 (see attached development order). After the variance application was granted, the DRC continued the review process. The Planning &Zoning Board recommended approval of the subject application at the June 15, 2017 meeting by a 3-2 vote. As a courtesy, the notice of the Planning and Zoning Board hearing was mailed to all property owners located within a 300-foot radius of the subject property. The following graphic depicts the approval process for the subject application: Variance Application Site Plan Review Site Plan Review VAR-02-17 SPR 3-17 Approved by Village SPR 3-17 Village Council Council—3.9.2017 Planning and Zoning 8.10.2017 Board—6.15.2017 _ 3 Department of Community Development-Staff Report—Austrade Building SPR 3-17 4. DEVELOPMENT REVIEW COMMITTEE(DRC) ZONING REVIEW C-2 Zoning District REQUIRED BY CODE PROPOSED COMMENTS Minimum lot Size 7,500 sq.ft. 21,600 sq.ft. In compliance with Code Minimum Lot 75 ft 180' In compliance with Code Width Setbacks(C-2) Front Yard 25 ft.,except 4 story buildings require an 58' In compliance with Code additional 5 feet for each story above 50 ft. Note 5.Example: Where minimum front yard requirement is 25 feet an additional five feet per story is added for buildings greater than three stories in height so that a five-story building shall have a minimum front yard of 35 feet. Minimum side yards and minimum rear yards shall be adjusted in like fashion. REQUIRED:30' Rear Yard 10 ft. however, none where property abuts 10' railroad right-of-way or spur track. Note 5. APPROVED Variance Example: Where minimum front yard application VAR-02-17 requirement is 25 feet an additional five feet per story is added for buildings greater than three stories in height so that a five-story building shall have a minimum front yard of 35 feet. Minimum side yards and minimum rear yards shall be adjusted in like fashion. REQUIRED:/5' Side Yard-North 10 ft.,except 20 ft.at any intersecting street 20' and where a property is contiguous with any APPROVED Variance noncommercial district. Note 5.Example: application VAR-02-17 Where minimum front yard requirement is 25 feet an additional five feet per story is added for buildings greater than three stories in height so that a five-story building shall have a minimum front yard of 35 feet. Minimum side yards and minimum rear yards shall be adjusted in like fashion. REQUIRED:25' Side Yard-South 10 ft.,except 20 ft. at any intersecting street 72' In compliance with Code and where a property is contiguous with any noncommercial district. Note 5.Example: Where minimum front yard requirement is 25 feet, an additional five feet per story is added for buildings greater than three stories in height so that a five-story building shall have a minimum front yard of 35 feet. Minimum 4 Department of Community Development-Staff Report—Austrade Building SPR 3-17 side yards and minimum rear yards shall be adjusted in like fashion. REQUIRED:25' 19.63% In compliance with Code Lot Coverage Max 40% Building Height 4 stories/50 ft. Building: In compliance with Code 4 levels 50' Parking Sec. 78-705(6): Business and professional service, except for In compliance with Code financial institutions:One space per 300 TOTAL:31 square feet of gross leasable area. spaces Proposed leasable area:9,300 sq.ft. 7 spaces 9.5 APPROVED Variance REQUIRED:31 SPACES ft)Variance application VAR-02-17: Section 78-691(width of Sec. 78-691(b)"However,for new development seven(7)parking spaces) occurring after the effective date of the 17 spaces ordinance adopting this code provision, an off- (loft) street parking space shall consist of a parking Standards space marked with double striping and having minimum dimensions of nine feet in width when measured from between the interior of the parking space lines and ten feet in width when measured from the center of the double striping area, by 18 feet in length for the parking of each motor vehicle, exclusive of access drives or aisles thereto". Sec. 78-691 (d) "Each lot, parcel, or property 7 spaces subject to a development or redevelopment Compact proposal shall be allowed to design its off- (9 ft and 8ft) street parking space areas utilizing a maximum of 25 percent of the minimum required parking spaces to be identified as "compact spaces" with minimum dimensions of eight feet in width by 16 feet in length,subject to the review and approval of the village consulting engineers, the village development review staff and the village council." Landscape Open Min 25% 26.71% In compliance with Code Space Sidewalks Per Sec. 78-331(h)(7):Pedestrian walkways 5 ft In compliance with Code must be a minimum of 5 ft wide,parallel to roadways and a min of 4'from edge of roadway. 5 Department of Community Development-Staff Report—Austrade Building SPR 3-17 Signage The application includes one monument sign, which complies with Village's Code Sec. 78-741(2)(e)(ii) "Establishments not in a shopping center, located within the C-2 community commercial district or the C-3 general commercial district, shall be allowed one sign per building apart from the building not to exceed 60 square feet in area and not exceeding 20 feet in height from finished grade and having a minimum setback of ten feet in accordance with section 78-739." See drawing A-2 that provides the following information: square footage, material, color, and font. Development Phases Infrastructure and building will be developed in one phase. Comprehensive Plan The subject application is consistent with Level of Services required by the Comprehensive Plan, and with Policy 1.1.2 of the Future Land Use element: Commercial Land Use "Activities related to the sale, lease or distribution of products and/or the provision of services". Level of Service Per Division 2, Sec. 78-331, the subject application was reviewed for compliance with Level of Service standards.See attached review letter from Mr.Spencer M.Schroeder, P.E.from Mock Roos&Associates. See Applicant's Justification Statement and letter from Mr.Todd N.McLeod, P.E. Agency Approvals Per Division 2, Sec. 78-331 (g), the Applicant provided agency letters and statements as follows: - Tequesta Fire-Rescue Department(Fire Marshal).See attached letter. - Loxahatchee River Environmental Control District(ENCON).See attached letter. - South Florida Water Management District (SFWMD). Applicant Statement 'The Applicant will submit for and obtain the requisite drainage approval/permit from SFWMD as soon as the civil construction plans for the Project are substantially completed. Said construction plans have not yet been prepared since the design of the site is still under review by the Village's Development Review Committee. It should be noted that the Applicant contacted SFWMD on May 8,2017 to inquire whether a letter could be provided by SFWMD confirming that the project would need to obtain an approval/permit from SFWMD; however, the Applicant was informed that SFWMD can only provide a letter related to the project after an application for permit is submitted and approved. The Applicant respectfully requests staffs understanding that this project cannot move forward to construction without a permit from SFWMD, and the Applicant hereby commits to obtaining same as soon as construction plans are completed and to providing a copy of the approval/permit to the Village once issued." - Florida Department of Transportation(FDOT).Applicant Statement'The Applicant will submit a permit application to FDOT for drainage and other improvements adjacent to the FDOT right-of-way as soon as construction plans are completed, and will provide a copy of the permit to the Village once issued." - Palm Beach County Traffic Engineering Division.See attached letter. - Florida Power&Light Company.See attached letter. - Telephone service provider, as applicable.See attached letter. - Solid waste purveyor.See attached letter. - Tequesta Water Department.See attached letter. 6 Department of Community Development-Staff Report—Austrade Building SPR 3-17 BUILDING DEPARTMENT REVIEW The Village of Tequesta's Building Official Mr. Jose Rodriguez as member of the Development Review Committee, provided comments that have been addressed by the Applicant. Further review will be conducted at the time the Applicant submits construction drawings for permitting to the Building Department. TRAFFIC ENGINEERING REVIEW Please see attached review letter from Mr.Trent Ebersole, P.E.from McMahon Associates, Inc. SEWER, DRAINAGE AND WATER REVIEW Please see attached review letter from Mr.Spencer M.Schroeder, P.E.from Mock Roos&Associates. LAW ENFORCEMENT REVIEW Chief Jim McGrew as part of the Development Review Committee review the application and has no comments at this time. FIRE SAFETY REVIEW The Village of Tequesta's Fire Safety consultant, Mr.James Weinand and Fire Chief Joel Medina as members of the Development Review Committee, provided comments that have been addressed by the Applicant. Further review will be conducted at the time the Applicant submits construction drawings for permitting to the Fire Safety Department. LANDSCAPE REVIEW See attached review letter from Mr.John Carton, RLA,consulting landscape architect. 5.FINAL REMARKS This development application met the requirements set on Section 78-334 notice of hearing.The notice of hearing will be advertised on July 31,2017.The Planning&Zoning Board recommended approval of the subject application at the June 15,2017 meeting by a 3-2 vote.As a courtesy, the notice of Planning and Zoning hearing was mailed to all property owners located within a 300 foot radius of the subject property. Please note, that the alley located on the rear of the subject property is located on unincorporated Palm Beach County.The Village is in process of annexing the subject right of way. Also,the approved variance application,VAR-02-17, includes Conditions of Approval that requires "the proposed parking spaces located in the bottom floor of the proposed building shall be available as off-street parking spaces and shall not be closed off from general use for off-street parking." To ensure compliance with this subject condition, Staff is recommending the following condition of approval: The ownership entity of the office building shall require that the garage doors remain open during normal business hours to ensure that the eight(8)garage parking spaces located underneath the building are available as off-street parking spaces and not closed off from general use for off-street parking. As a courtesy,the notice of Council hearing will be mailed to all property owners located within a 300-foot radius of the subject property. 7 Department of Community Development-Staff Report—Austrade Building SPR 3-17 EXISTING SITE CONDITIONS -/ ,si �_ .,? � f uy,, .0 ,., '' ___ 1 ,=q, i,,,_,„„,„ y /tk � « iytl . _ - ._. 2` ,. _. _, ..w .r1 Proposed Building Fronting Harbor Road '- 4. `'` �{ ` i I#•...I 4 yr^ 1. : t ` 4-`erg 1r.- P t, , ,. Proposed Building i4. tIt� `, Fronting US Highway 1 .:"le .. A _ 8 Department of Community Development-Staff Report—Austrade Building SPR 3-17 EXISTING SITE CONDITIONS • >: — --� " f A.t. C .Imisg• 4 g a0_. •. ~ Proposed Building Fronting Palm Court I. ,r� ,,,K�• /..,z F . , 4: TT '\ r...:. - .IPA - ••'Yh-�-.-. Alley to the rear of Proposed Building 9 Department of Community Development-Staff Report—Austrade Building SPR 3-17 ORDER OF THE VILLAGE COUNCIL VILLAGE OF TEQUESTA REQUEST FOR VARIANCE APPROVAL CASE NO.: VAR-02-17 FILED: Village of Tequesta Date:_ -10-1 7 IN RE: Bartl Real Estate, Inc., Owner/Applicant a Time: PROPERTY LOCATION: U.S. Highway 1, Tequesta, FL 33469 (between Palm Ct.,and Harbor Rd., S.) LEGAL DESCRIPTION: JUPITER HEIGHTS LTS 1 TO 9 INC & ABND 40 FT STRIP LYG W & ADJ THERETO BLK 5 PARCEL CONTROL NUMBER: 60-43-40-30-02-005-0010 VARIANCES REQUESTED: Variance from Sec. 78-143 to allow construction of a new four story office building with a side setback of 20 feet where the code requires a side setback of 25 feet; and Variance from Sec. 78-143 to allow construction of a new four story office building with a rear setback of 10 feet where the code requires a rear setback of 15 feet; and Variance from Sec. 78-691 to allow construction of a new four story office building with seven of the required off-street parking spaces being a width of 9.5 feet where the code requires all off-street parking spaces to have a minimum width of 10 feet; and Variance from Sec. 78-696 to allow construction of a new four story office building with a loading zone located in the front drive aisle where the code requires the loading zone to be located outside of all designated drive aisles; and Variance from Sec. 78-409 to allow construction of a new four story office building with a one foot wide landscape buffer on a portion of the site between the parking lot and the south side of the building where the code requires a four foot wide landscape buffer. ORDER APPROVING VARIANCE APPLICATION This cause came on to be heard upon the above application and the Tequesta Village Council having considered the evidence presented by the applicant and other interested persons at a hearing called and properly noticed, and the Tequesta Village Council, being otherwise duly advised, THEREUPON, THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA FINDS AS FOLLOWS: Page 1 1. The subject property is located in the C-2 Zoning District in the Village of Tequesta. 2. The applicant has submitted all documents required by the Village's Code of Ordinances for variance review. 3. The application and all supporting documentation and presentation materials as reviewed by the Village Council at its March 9, 2017 meeting,and as kept on file by the Village, are made a part hereof and are hereby incorporated by reference as Exhibit"A". 4. According to Section 78-61, variance approval by the Village Council is required. 5. The applicants have applied for variances from Sections 78-143, 78-691, 78-696 and 78-409 to allow the construction of a new four story office building as specified above. 6. Under the provisions of the Village Code of Ordinances,the Village Council has the right,power and authority to act upon the request herein made. IT IS THEREUPON CONSIDERED, ORDERED AND ADJUDGED BY THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA, FLORIDA,AS FOLLOWS: The application for Variance, Case No. VAR-02-17 with reference to the above described property within the Village of Tequesta, Palm Beach County, Florida, to allow construction of a new four story office building with a side setback of 20 feet where the code requires a side setback of 25 feet; and a rear setback of 10 feet where the code requires a rear setback of 15 feet; and with seven of the required off-street parking spaces being a width of 9.5 feet where the code requires all off-street parking spaces to have a minimum width of 10 feet; and a loading zone located in the front drive aisle where the code requires the loading zone to be located outside of all designated drive aisles; and a one foot wide landscape buffer on a portion of the site between the parking lot and the south side of the building where the code requires a four foot wide landscape buffer in the C-2 Zoning District in accordance with Exhibit "A" is hereby APPROVED since the Village Council hereby finds that the applicants have met the standards set forth in Section 78-65 of the Tequesta Zoning Code for variance approval WITH THE FOLLOWING CONDITIONS OF APPROVAL: 1. The Applicant shall at all times comply with all off-street parking requirements in terms of the number of required off-street parking spaces provided. 2. The proposed parking spaces located in the bottom floor of the proposed building shall be available as off-street parking spaces and shall not be closed off from general use for off-street parking. Page 2 * The term applicant(s)as used herein shall include all successors and assigns. * The variance shall expire within six months from the date of grant, unless a building permit based upon and incorporating the variance is issued within the six-month period and construction has begun thereunder. DONE AND ORDERED THIS 9 DAY OF MARCH, 2017. G J MAYO AB GAIL BtcENN� , 1 VILLAGE OF TEQUESTA VYN:a LORI McWILLIAMS, MMC ° ,9( RP• ,�T �,,� F O F ���, VILLAGE CLERKS OO 09�pG. �,Nt- 'Ncoqpoi�L a �F FLOR�� � \` �11,111111111111�N„"" Page 3 AmcmAHoN MCMAHON ASSOCIATES, INC. 2090 Palm Beach Lakes Boulevard,Suite 400 West Palm Beach,FL 33409 TRANSPORTATION ENGINEERS&PLANNERS p 561-840-8650 I f 561-840-8590 PRINCIPALS Joseh W.TECHNICAL MEMORANDUM Joseph JpDeSa tis P.E.,PTOE John S.DePalma William T.Steffens Casey A.Moore,P.E. TO: Nilsa Zacarias, AICP Cary R.McNaughton,P.E.,PTOE Village of Tequesta ASSOCIATES John J.Mitchell,P.E. Christopher J.Williams,P.E. CC: Natalia T.Lercari, P.E., LEED R.Trent Ebersole,P.E. Matthew M.Kozsuch,P.E. McMahon Associates, Inc. Maureen Chlebek,P.E.,PTOE Dean A.Carr,P.E. FROM: R.Trent Ebersole,P.E. McMahon Associates, Inc. SUBJECT: Austrade Tequesta Office Building-Traffic Review McMahon Project No. M11172.08 DATE: May 30,2017 McMahon Associates, Inc. (McMahon)has completed a review of the Traffic Study and Site Plan for the above referenced project. As for the submittal with the revision date of May 23,2017, all previous traffic and parking comments have been addressed by the applicant. McMahon has no further comments regarding the application submittal for the Austrade Office Building. Sincerely, de4d9v6 R.Trent Ebersole,P.E. Vice President&General Manager-Florida RTE/amp F:\FL\11172M_Village_Of Tequesta_TransportationServices\11172M_08_AustradeOffice\Review\TechMemo NZ_053017.docx Engineering Planning I Design I Technology mcmahonassociates.com JOHN C RTON LANDSCAPE ARCHITECTUR E, INC. 8417 ;E SHhRON STREET HOBE SOUND, FL 33455 PHONE 772-486-5447 EMriIL ioh nc,artonlaikellsouth.net LM # FL0001589 May 16, 2017 Nilsa Zacarias Village of Tequesta Department of Community Development RE: Austrade Office Building I have reviewed the revised plans by Parker Yannette dated rvsd. 5-12-17 and response letter from Parker Yannette and feel the minor changes made to the plant pallet are acceptable. Additionally I feel the changes made to the buffer planting on the East side of the Alley which was slightly modified due to the required width change of the alley are acceptable. I feel the project landscape plan is in compliance with the landscape guidelines. If you have any question please let me know. Respectfully submitted, John Carton, RLA mo cK • Roos CONSULTING ENGINEERS June 7,2017 Nilsa Zacarius, AICP Community Development Director Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469 Ref. N.: B6034.02 Subject: Austrade Office Building—Application for Site Plan Review Supplemental Information Engineering Review Comments Dear Nilsa: Mock•Roos has completed our review of the supplemental information for the Austrade Office Building Site Plan Review, submitted by Managed Land Entitlements on June 7, 2017. The submitted information includes the revised Drainage Calculations and fire flow test results prepared by McLeod, McCarthy&Associates, P.A. After review of the submitted supplemental information, it appears that all of our previous comments have been adequately addressed. If you have any questions, please call me at 683-3113, extension 299. Sincerely, MOCK; ROOS & ASSOCIATES, INC. pencer M. chroeder, P.E. Senior Project Manager SMS:jeh Copies: Sam Heady John P. Cairnes LAtequ\B6034.02\1004 s0.docx Mock,Roos&Associates,Inc. 5720 Corporate Way,West Palm Beach,Florida 33407-2066,561-683-3113,www.MockRoos.com v_Gt.AI Or rev GP VILLAGE OF TEQUESTA DEPARTMENTAL USE ONLY �r Department of Community Development Fee Paid: 345 Tequesta Drive Intake Date: � , 5; /��' Tequesta,Florida 33469 3AlliPpt�� Ph:561-768-0451/Fax:561-768-0698 PROJECT#: 004 � www.tequesta.org CVC001 APPLICATION FOR SITE PLAN REVIEW DRC 0 PLANNING &ZONING BOARD ❑x Meeting Date: 06/15/17 VILLAGE COUNCIL l Meeting Date: 08/10/17 INSTRUCTIONS TO APPLICANTS: 1. Please complete all sections of this application. If not applicable, indicate with N/A. 2. Provide all required documents as shown on the attached checklist. If not applicable,indicate with N/A. All construction, additions, and/or alterations within the Village, except in districts R-IA and R-1, must be reviewed by the Planning& Zoning Board. The Planning&Zoning Board meets the third Thursday of every month at 5:30 p.m.,as needed in the Village Hall Council Chambers,345 Tequesta Drive. The applicant will be informed by letter of their scheduled meeting date. The Planning and Zoning Board shall have general authority as outlined in Sec. 22.53. After review and recommendation by the Planning&Zoning Board, applications will be heard by the Village Council for final approval. The Village Council meets regularly on the second Thursday of every month at 6:00p.m.,in the Village Hall Council Chambers. I. PROJECT DESCRIPTION&OWNER/AGENT INFORMATION PROJECT NAME: Austrade Office Building PROJECT ADDRESS: Not yet assigned DESCRIPTION OF PROJECT: 15,296 square foot,three-story(four levels including in-ground parking)professional office building on 0.5-acre property Property Control Number(PCN), list additional on a separate sheet: 60-43-40-30-02-005-0010 Estimated project cost: $2,000,000-$2,500,000 Property Owner(s)of Record: Bart!Real Estate,Inc. Address: 3309 Northlake Boulevard,Suite 109,Palm Beach Gardens,Florida 33402 Phone No.: 561 586-7145 Fax No.: E-mail Address: Applicant/Agent(if other than owner complete consent section on page 3): Name: Michael Sanchez/Managed Land Entitlements Address: 3710 Buckeye Street,Suite 100,Palm Beach Gardens,Florida 33410 Phone No.: 561-568-8045 Fax No.: E-mail Address: michael@mylandentitlements.com 1 II. LAND USE&ZONING Community Commercial A) ZONING DESIGNATION District(C-2) B) FUTURE LAND USE DESIGNATION Commercial C) Existing Use(s) vacant D) Proposed Use(s),as applicable Office/Business and Professional Service III. ADJACENT PROPERTIES Name of Business/ Land Use Zoning Existing Use(s) Approved Use(s) Subdivision Designation Designation NORTH Budget Rental/Judy's Village:Commercial Village:C-2 Car Rental/Restaurant Same Cafe SOUTH Real Estate Office PBC:CH/5 PBC:CG Real Estate Office Same EAST Residential PBC:MR-5 PBC:RS Residential Same WEST Real Estate Office Village:Mixed Use Village:Mixed Use Real Estate Office Same IV. APPLICANT'S STATEMENT OF JUSTIFICATION Provide a statement of use from the applicant that the submitted site plan is consistent with the goals, objectives, and all other provisions of the village comprehensive development plan, and further that the projected use is specifically authorized by development ordinances and regulations. The statement shall include, but not be limited to, specific references to those sections of the comprehensive plan relating to the proposed development. Attach additional sheets if necessary. Please see attached Statement of Justification. 2 V. OWNER/APPLICANT ACKNOWLEDGEMENT AND CONSENT Consent statement(to be completed if owner is using an agent) I/we, the owners, hereby give consent to Michael Sanchez/Managed Land Entitlements to act on my/our behalf to submit this application, all required material and documents, and attend and represent me/us at all meetings and public hearings pertaining to the application and property I/we own described in the application. By signing this document, I/we affirm that I/we understand and will comply with the provisions and regulations of the Village of Tequesta, Florida Code of Ordinances. I/we further certify that all of the information contained in this application and all the documentation submitted is true to the best of my/our knowledge. Bartl Real Estate,Inc. By:Gary Bartl, President Michael Sanchez/Managed Land Entitlements Owner's N e (please print) Applicant/Agent's N. . (pleas int) 444G Ow ' Si nature Applicant/AV is Signatu _sEPY-. 26/ 24 66 (4//3//c Date Date VI. APPLICATION FEES (1) Pre-application meeting. A pre-application submittal meeting shall be held with the owner and/or applicant and his/her design team and the community development director and his/her development staff. FEE:A$300.00 fee applies. (2) Review by the Development Review Committee(DRC). The Community Development Director or designee shall submit such application for departmental staff and consultant review within 30 days of receipt of a completed application. FEE:a$400.00 fee applies. (3) Review by the Planning and Zoning Board. The Community Development Director or designee shall submit such application for Planning and Zoning Board review within 45 days of receipt of a completed application. FEE: a $300.00fee(final approval) OR a $500.00fee(recommendation to Village Cuuncil) applies (4) Review by Village Council. Within 45 days of review by the Planning and Zoning Board, the Community Development Director or designee shall then submit such application, including the recommendations of the Planning and Zoning Board,for Village Council review. FEE:a$300.00 fee plus an additional fee based on the estimated cost of work applies. To cover all additional administrative costs, actual or anticipated, including, but not limited to, engineering fees, consultant fees and special studies,the applicant shall compensate the village for all such costs prior to the processing of the application or not later than 30 days after final application approval whichever is determined as appropriate by the village. Failure to make such payment may be grounds for not issuing a building or zoning permit,certificate of occupancy or completion. Costs associated with advertising for public hearings and other public notice requirements are the responsibility of the applicant.The fee shall be paid prior to such a c n in sc or a public hearing requiring notice. Ow Signature to Acknowledge 3 VII.APPLICATION SUBMITTAL REQUIREMENTS AND REVIEW PROCESS The applicant will submit to the Village of Tequesta Department of Community Development the following documents for review by the Development Review Committee (DRC), forty-five business (45) days prior to the meeting date: 1) Seven(7)11x17 sets and Three(3)full size sets of professionally prepared site plans showing all existing and proposed structures, setbacks, parking and loading layout, ingress and egress, sidewalks and walkways, exterior lighting layout, dimensions of street frontages,property lines and all signage. 2) Fourteen (14) 11x17 sets and Two (2) full size sets of Landscaping Plans in accordance with Village of Tequesta Code of Ordinances, Division IV, Landscaping. 3) Fourteen (14) 11x17 sets of multi-dimensional color renderings and/or photographs are to be provided. The Planning&Zoning Board requires an exact rendering of the proposed modification, construction or addition. Color photographs or prints as close to the actual colors to be used must be supplied. Since color printers often do not display the correct color, it is recommended that samples of the paint chips, as well as a sample of the support materials(i.e., canvas, wood, metal, etc.)be provided. 4) One(1)CD disk with PDF files including the completed application. 5) Any other documents, maps,photographs, or drawings that may help clarify the position of the applicant. NOTE: All renderings,models,drawings,photos,etc.,will become the property of the Village of Tequesta. Pre-application meeting 1 APPLICATION SUBMITTAL DEADLINE Deadline is 45 business days prior to P&Z Meeting date DRC Meeting Held within 2 weeks of application 4 submittal 1 DRC comments provided to Applicant within 1 week of DRC meeting 1 Re-submit application Planning&Zoning Board Meeting— Deadline is 2 weeks following receipt of recommend approval DRC comments (3'Thursday of each month) 1 Village Council Meeting—final approval (2'Thursday of each month) 4 VIII. SITE PLAN REVIEW APPLICATION SUBMITTAL CHECKLIST GENERAL (1) A completed application signed by owner, agent/applicant. Authorization must be attached if applicant is other than owner. (2) Required application fees. (3) Statements of unity of title, warranty deed, or purchase contract of the subject property. (4) General location map, showing relation of the site for which site plan approval is sought to major streets, schools, existing utilities, shopping areas, important physical features in and adjoining the project, and the like. (5) A recent aerial photograph of the site. SURVEY (1) A signed and sealed boundary survey(not more than one year old) and legal description of the property, including any and all easements of record as well as existing topographical conditions of the site. (2) Existing streets and roadway improvements (medians, driveways, signage, etc.) and existing structures within 100' of the project boundary. (3) Existing utilities within 100' of the project boundary. (4) Existing trees identified by caliper and species. SITE PLAN (1) A site plan containing the title of the project and names of the architect, engineer, project planner and/or developer, date, and north arrow, and based on an exact survey of the property drawn to a scale of sufficient size to show: a. Boundaries of the project, any existing streets, buildings, watercourses, easements, section lines, and water and sewer lines, well and septic tank locations, and other existing important physical features on the site and on property adjacent to the site. b. Tabular project data to include: Total gross site area in acres&square feet 10.50 acres/21,500 square feet Total number of units(multi-family) I N/A Total square feet of each primary structure 15,296 SF(gross);9,300 SF(leasable) Total square feet of accessory structures j N/A Total footprint of each building in sq ft&% f 4,241 SF Overall mean buildingheight&number of stories g � 5014 stories Finished floor elevation for all structures 13.25(ground floor) i Total project density in units per acres,if applicable N/A - - ----- -- ------- -------- --- --- ------- Total proposed off-street parking spaces 31 spaces Height and location of proposed fences and/or walls 6'wall at dumpster,6'fence at lift station,retaining wall varies Proposed drive aisle width 25' Proposed sidewalk width s' 5 c. Provide site data and setbacks: Lot ooveraRe impervious area Open space area i TOTAL SQ FT 4,241 SF i 15,831 SF i 5,769 SF PERCENT(%)OF SITE 19.63% 73.26% 26.71% Front Side Side j Rear Primary structure 58 feet i 72 feet i 20 feet i 10 feet Accessory structure N/A i N/A i N/A t N/A d. Plans and location for recreation facilities, if any, including buildings and structures for such use. e. All mechanical equipment and dumpster locations,screens and buffers. f. Refuse collection and service areas. g. Access to utilities and points of utilities hookups and location of all fire hydrants close enough for fire protection. h. Plans for signage including size, location and orientation. i. Project information on beds, employees, seating, etc. as necessary depending upon the type of development. j. Exterior lighting of all buildings, parking areas and the overall site, addressing glare,traffic safety, economic effect and compatibility and harmony with adjacent properties. k. Proposed topographic considerations including natural vegetation, berms, retaining walls, privacy walls, and fences. (2) Required floodplain management data: a. Flood zone designation b. Base flood elevation c. Coastal high hazard design considerations ENGINEERING PLANS (1) Proposed access (ingress/egress) to project, drive aisles, driveways, streets and sidewalks with dimensions and turn radii for internal and external vehicular traffic. (2) Proposed traffic control signs. (3) Preliminary storm drainage and sanitary sewage plans or statements. If the village determines that the drainage and/or sewage plans require independent review, the applicant shall pay for such review by an independent engineer. (4) Plans for the extraction of fill and mineral resources and alterations or modifications to the slope, elevation,drainage pattern,natural vegetation and accessibility of the development. (5) A comprehensive traffic study, provided by an engineering firm. The study shall be paid for by the applicant and shall include but not be limited to the following: a. Future right-of-way dedications. b. Intersection improvements. c. Traffic control devices. d. Traffic generation analysis. e. Distribution and assignment of traffic access. f. Additional roadway needs. 6 g. Traffic safety standards, including the separation of pedestrian and vehicular traffic. h. Compliance with Palm Beach County Performance Standards Ordinance. LANDSCAPE PLANS (1) Landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and showing provisions for irrigation systems. Plans shall also provide delineation of existing trees and information as to which trees will be reused or removed. Landscaping plans shall comply with section 78-400. In addition, landscaping plans shall include irrigation plans in accordance with section 78-398, and shall demonstrate compliance with Florida Friendly Landscaping design standards as required by section 78-394,as applicable(See section 78-392 for applicability). (2) Plans shall provide clear sight lines. (3) Location of light poles. (4) Provide landscape plan data: Required Provided Number of trees rN11g percent native) See Landscape Data for details 74(70%native) Number of shrubs(including percent native) See Landscape Data for details 1,715(51.8%native) r Amount of 6rou (including percent Included in Shrubs above. Included in Shrubs above. Total percent of native vegetation See Landscape Data for details 1,789(52.5%) ARCHITECTURAL PLANS (1) Architectural elevations and color renderings for buildings in the development, and exact number of units,square footage and types,together with typical floor plans of each type. (2) Type of construction of all buildings per Florida Building Code. (3) Color finishes and material examples and/or samples for all structures including roof, walls, trim, pavers,etc. ADDITIONAL REQUIREMENTS (1) Environmental impact study/assessment.All proposed new development and major redevelopment, as part of the site plan review and subdivision review process, shall submit a environmental statement describing how the proposed development will affect the estuarine water quality of the class III waters of the village, and also an environmental impact assessment study prepared by a qualified ecologist or other professional qualified to do such an assessment. The study shall meet the requirements Ch. 50 Article II, pertaining to environmentally sensitive lands. (2) Notification of neighboring jurisdictions of any external impacts that a proposed project might have within those jurisdictions and assessment and mitigation of those impacts shall be required. (5) If common facilities (such as recreation areas or structures, common open space, etc.) are to be provided for the development, statements as to how such common facilities are to be provided and permanently maintained. Such statements may take the form of proposed deed restrictions, deeds of trust, surety arrangements, or other legal instruments providing adequate guarantee to the village that such common facilities will not become a future liability for the village. (6) If development is to occur in phases, those phases should be clearly delineated on the site plan and identified in the plans and requirements appurtenant to that site plan, and each development phase shall be subject to site plan review by the village. 7 (7) The substance of covenants, grants of easements or other restrictions proposed to be imposed upon the use of the land,buildings and structures,including proposed easements or grants for public utilities, if applicable. (8) A statement that the development/redevelopment will provide the necessary infrastructure to meet the following level of service standards pursuant to the criteria outlined in Sec.78-331(h): a. Traffic(roads and rights-of-way) b. Sanitary sewer c. Drainage d. Potable water e. Recreation f. Fire flow requirements g. Pedestrian walkways (9) A statement from the applicant or landowner that all pertinent permits are concurrently being sought from the applicable county, state, and federal agencies listed below. Include a copy of the letter/document with the application. Such permits shall be secured prior to the issuance of a building permit for any development on property included within the site plan. a. Palm Beach County Health Department b. Palm Beach County School District c. Tequesta Fire-Rescue Department(Fire Marshal) d. Loxahatchee River Environmental Control District(ENCON) e. Palm Beach County Department of Environmental Resources Management(DERM) f. South Florida Water Management District(SFWMD) g. Florida Department of Transportation (FDOT) h. Metropolitan Planning Organization of Palm Beach County(MPO) i. Palm Beach Traffic Engineering Division j. Martin County Metropolitan Planning Organization k. Martin County Traffic engineering Department I. Florida Power& Light m. Telephone service provider,as applicable n. Solid Waste purveyor o. Tequesta Water Department p. Other municipal,county,state and/or federal agencies as may be applicable. 8 MANAGED LAND _-ENTITLEMENTS Strategic management of land development design, entitlements and permitting. AUSTRADE OFFICE BUILDING VILLAGE OF TEQUESTA APPLICATION FOR SITE PLAN REVIEW PROJECT NARRATIVE/JUSTIFICATION STATEMENT REVISEDJULY3,2017 REQUEST SUMMARY Bartl Real Estate, LLC ("Applicant"), is hereby requesting approval from the Village of Tequesta (the "Village") of an application for site plan review for an approximately 15,296 square foot business office building and related improvements (the "Project") to be located on a 0.50-acre property on the east side of US Highway 1 between Palm Court and Harbor Road South (the "Property"). FUTURE LAND USE AND ZONING The Property is located within the incorporated limits of the Village and has a Village Commercial (C)future land use designation and a Village Community Commercial District(C-2) zoning designation. PROPERTY BACKGROUND The Property is currently vacant, and to the knowledge of the Applicant has never been developed. In September of 2005, the Village Council unanimously approved a very similar multi-story office building project on the Property comprising approximately 13,400 square feet of space. Said project was never developed. The Applicant purchased the Property in June of 2016 and desires to develop the Property with an office building to accommodate the office operations of its growing businesses which are currently located within a multi-tenant office building on Northlake Boulevard. In October of 2016,the original development application for the Project was submitted to the Village for review, and comments were issued by the Village Development Review Committee ("DRC") in November of 2016. As part of revisions and design considerations that were made to the Project plans to address the comments issued by the DRC, it was decided by the Applicant to petition the Village for approval of certain variances to the Land Development Regulations("LDRs")of the Village based on special circumstances applicable to the Property. On March 9, 2017, the Village Council granted approval of the five (5) variances listed below related to the Project: 3710 BUCKEYE STREET, SUITE 100, PALM BEACH GARDENS, FL 33410 • P 561.568.8045 Austrade Office Building Project Narrative Revised July 3,2017 Page 2 of S ❖ Variance from Section 78-143 to allow the construction of a new four-story office building with a side setback of 20 feet where the Village Code requires a side setback of 25 feet. ❖ Variance from Section 78-143 to allow the construction of a new four-story office building with a rear setback of 10 feet (notwithstanding the width of the existing alley right-of-way) where the Village Code requires a rear setback of 15 feet. ❖ Variance from Section 78-691 to allow the construction of a new four-story office building with seven (7)of the required off-street parking spaces being a width of 9.5 feet where the Village Code requires all off-street parking spaces(except for compact spaces)to have a minimum width of 10 feet. ❖ Variance from Section 78-696 to allow the construction of a new four-story office building with a loading zone located in the front drive aisle where the Village Code requires the loading zoning to be located outside of all designated drive aisles; and ❖ Variance from Section 78-409 to allow the construction of a new four-story office building with a one- to-two foot-wide foundation landscape strip on a portion of the site between certain parking spaces and the south side of the building where the Village Code requires a four(4)foot wide landscape foundation landscaping strip. SUMMARY OF PROPOSED IMPROVEMENTS The Applicant proposes to develop the Property with the improvements generally described below and depicted on the proposed development plans provided with this submittal: ❖ The proposed building (the "Building") comprises 15,296 gross square feet within four (4) levels as further described below. (Note: It is important to note as part of the review of the subject application and associated plans that the existing Property has a rather significant grade differential of approximately eight(8)feet from the front/west property line to the rear/east property line.) o The Ground Floor (Level 1) is accessed from the exterior only by way of the alley at the rear (east side) of the Building, as the western portion of the Ground Floor will be buried into the ground due to the aforementioned grade differential. The Ground Floor contains eight (8) enclosed parking spaces as well as an enclosed storage area (for Owner only), a fitness room (for Owner only) and smaller ancillary spaces. o The First Floor (Level 2) contains the main entrance into the Building via the main parking lot and is generally at the same grade as US Highway 1. Accordingly, the Building has the appearance of a three (3) story building from US Highway 1. The First Floor (Level 2) is initially planned to contain office space available for lease and is planned to be occupied by the Applicant's business entities at some point in the future once the demand arises. The First Floor(Level 2)will be built-to-suit based on the needs of the future tenants. o The Second Floor (Level 3) is initially planned to have one (1) small space available for lease (until such time when the Applicant's office space needs expand as planned)with the remainder being occupied by the Applicant's business entities. o The Third Floor(Level 4)will be occupied by the Applicant's business entities in its entirety. ❖ The proposed site layout comprises a virtually identical design to the above-referenced project that was previously approved by the Village Council. Vehicular traffic enters the site via a two-way driveway at Palm Court, and parking is provided at street level to serve the tenants on Floors 1-3 (Levels 2-4) of the Building. A total of 31 parking spaces are provided including two (2) parking spaces for the disabled and the eight (8)spaces on the Ground Floor(Level 1). Austrade Office Building Project Narrative Revised July 3,2017 Page 3 of S ❖ The proposed setbacks on the north and east sides of the Building are compliant with the aforementioned variances granted by the Village Council, and the setbacks on the west and south sides of the Building are compliant with the standards of the Village LDRs. ❖ Due to the grade differential on the Property,a retaining wall is proposed along the south and east sides of the street level parking lot. The parking lot and retaining wall design keeps all traffic utilizing the parking lot within the Property (as opposed to a driveway access to the alley) thereby avoiding the majority of Project traffic from utilizing the alley adjacent to the residential properties to the east. Additionally, due to the location of the proposed driveway in relation to US Highway 1, any stacking of vehicles exiting the Property at the same time (not anticipated based on the low impact use) will occur onsite and not on Palm Court. ❖ The alley will be improved with pavement, curbing and signage as shown conceptually on the development plans being provided (please see "Alley' section of this narrative for additional information regarding the proposed alley design). ❖ A 4.2-foot landscape buffer is being proposed along the east side of the alley to provide further buffering of the Property for the adjacent residences (please see "Landscaping" section of this narrative for additional information regarding said buffer). ❖ The required loading space has been placed at the front of the Property in accordance with the aforementioned variance approved by the Village. The only regular loading activities that are anticipated are regular parcel service deliveries (Fed Ex, UPS,etc.) ❖ A monument sign is proposed along US Highway 1 at the Project entrance which is designed to complement the architectural style of the Building. ❖ Sidewalks are proposed along Palm Court and Harbor Road South as required by the Village, and a sidewalk connection has been provided from the Building to US Highway 1. ❖ A dumpster location has been provided along the alley. ARCHITECTURE The design intent of the Building was to create a clean, contemporary building with a nautical, South Florida feel. The Building is cladded with large expanses of glass to allow natural light into the building spaces and sun louvers to respond to the effects of the Florida sun. The roof will be flat with access from one of the stair towers and will house some of mechanical equipment. The Building will be constructed of concrete and steel. The stair towers on the west and north elevations and a matching architectural feature on the south elevation are comprised of a scored smooth stucco finish in order to add architectural interest to the Building by providing horizontal and vertical articulation and providing a visual contrast to the large expanses of glass. Additionally, in response to a comment from the Village Council during a preliminary review of the Project, a vertical row of windows has been added within each of said stucco areas to provide additional interest. The height of the Building is measured from the average of the elevation of the ground around the Building as per Village requirements and measures 50'-0" to the tallest parapet as allowed in the C-2 Zoning District by the Village LDRs. LANDSCAPING The intent of the proposed landscape design is to enhance adjacent views to the Property and compliment the proposed architectural features. Overall,the plan proposes a mix of canopy trees, accent trees,flowering trees, and palm trees and an understory of accents, shrubs and groundcovers. The north buffer provides specimen Austrade Office Building Project Narrative Revised July 3,2017 Page 4 of 5 palms flanking the entry drive with a mixture of palms and accent trees along the building facade. The east buffers utilize a mix of canopy trees and flowering trees to buffer the vehicular use area, and trees, shrubs and a hedge to soften the retaining wall. The south buffer provides a mixture of canopy trees and a flowering hedge to soften the retaining wall and vehicular use above and large palms at the vehicular use area which help provide height and soften the building from the adjacent roadway. The west buffer provides a mixture of flowering trees, accent trees, palms and understory plantings congruent with Tequesta's signature planting scheme for US Highway 1. With regard to the landscaping within the alley, a 4.2-foot landscape buffer is being provided on the east side of the alley to provide further buffering of the Project for the residences to the east. The northern half of said buffer will contain Silver Buttonwood trees since there is an existing overhead utility line that FPL indicated cannot be buried, and the south half of the buffer which is not encumbered by the overhead utility line will contain a mixture of Silver Buttonwood and Sabal Palms which will provide additional screening for the two story residential structure to the east. The entire buffer will contain Small Leaf Clusia placed at tight intervals in order to create a thick landscape hedge for screening. PARKING As noted above, 31 parking spaces are being provided on site as required by the Village LDRs based on a parking rate of 1 space/300 square feet of leasable area. Seven (7) of the 31 spaces are considered compact spaces as allowed by the LDRs (up to 25%) and are located underneath the Building along with one (1) regular space. The spaces underneath the Building will be utilized by the Applicant and its core employees so that the remainder of the parking spaces on the street level can be used by the balance of the Applicant's employees, other occupants of the Building and visitors. The Applicant understands and hereby commits that the parking spaces underneath the Building are to remain available for parking of employees and cannot be encumbered by storage or restricted from daily use by employees. ALLEY Chapter 66, Article V, Division 3 of the Village Land Development Regulations entitled "Alleys" contains provisions for alleys within the Village limits. Section 66-222 of said Division states that the width of an alley shall be 20 feet or more. The existing right-of-way for the alley at the rear of the Property between the Property and the residential lots to the east of the Property was established when the original plat of Jupiter Heights was recorded in May of 1950. The existing width of the right-of-way is 20 feet as required by the aforementioned Code section. The Applicant is proposing to improve the alley to provide access to the parking spaces that are underneath the Building. The alley will be one-way in the northbound direction and is proposed to have a pavement width of 15.0-feet which will allow for a landscape buffer on the east side of the alley of 4.2 feet in width. Trees, palms and a shrub hedge are proposed within said landscape buffer in order to provide screening of the Project for the residential properties to the east. DRAINAGE The drainage system for the Project consists of a network of inlets, culverts and exfiltration trench to provide water quality treatment and flood attenuation. Following retention in the proposed exfiltration trench system, runoff will outfall to the Palm Court right-of-way via "bubble-up" discharge. It is important to note that the Austrade Office Building Project Narrative Revised July 3,2017 Page 5 of 5 exfiltration system will limit post-development runoff volume and discharge rates to less than pre-development levels for the 25 year—3 day design storm. The stormwater system will be designed to satisfy the level of service standards of the Village. UTILITIES The water system will consist of a 1" water meter and 2" potable water service supplied from the existing 8" PVC watermain in the US Highway 1 right-of-way. Fire protection will be provided by a 4" DIP fireline and a new fire hydrant at the project entrance which are also supplied by the existing 8" watermain in US Highway 1. A second fire hydrant has been provided at the request of the Fire Department at the southeast corner of the site. Sewer service will consist of a sewer lateral discharging to a private package pump station located near the Project's northern boundary. The station will pump wastewater into the Loxahatchee River District system via a 2"forcemain connecting to a new forcemain that is being installed within the alley right-of-way. The Project utility system will be designed to satisfy the level of service standards of the Village as noted in the Concurrency Statement provided with this submittal. TRAFFIC CONCURRENCY A traffic impact statement prepared for the Project by Simmons & White Consulting Engineers has been provided with this submittal that reflects the current development program. The statement concludes the following: "The proposed development has been estimated to generate 283 trips per day, 39 net A.M. peak hour trips, and 21 net P.M. peak hour trips at project build-out in 2020. A brief review of the links within the Project's radius of development influence reveals that the proposed development will have an insignificant project assignment and will therefore meet the requirements of the Palm Beach County Traffic Performance Standards." Therefore,the Project intensity will be within the Village's and County's level of service standards for traffic. STATEMENT OF PERMITS Section VII of the Village's Application for Site Plan Review requires a statement from the applicant or landowner that all pertinent permits are concurrently being sought from the applicable county, state, and federal agencies for construction of the Project. This document confirms that the Applicant and Project team will diligently pursue all approvals and permits required for construction of the Project immediately upon approval by the Village. CLOSING The Applicant respectfully requests the Village's consideration and approval of the subject application and looks forward to working with the Village to bring a first class development to the Village. 251 McLeod•McCarthy&Associates,P.A. Civil Engineers April 13,2017 Re: Austrade Office Building: Statement of Concurrency Compliance,Tequesta, Florida(MMA#16-026) Traffic Generation Please refer to enclosed Traffic Statement prepared by Simmons&White. Sanitary Sewer Based on Florida DOH criteria, the estimated total gallons per day that will be produced by the project is calculated as follows: 15,328 SF x 0.15 GPD/SF=2,299 GPD[Office Use] Potable Water Based on Florida DOH criteria, the estimated total gallons per day that will be utilized by the project is calculated as follows: 15,328 SF x 0.15 GPD/SF=2,299 GPD[Office Use] Based on Village Code section 62-92, the Maximum Day Water Consumption (including irrigation) is calculated as follows: 0.49 Acres x 3,030 gallons/acre/day= 1,485 gallons/day[Commercial Use] Drainage The proposed system has been design to fully retain the 25 year—3 day rainfall event(13.0"rainfall)onsite within the exfiltration trench system. This retention volume exceeds the minimum Village L.O.S. requirement of full retention of the 25 year—1 day storm event(11.0"rainfall). Refer to enclosed stormwater management calculations. Recreation Not applicable to this project. Fire Flow This project is being designed to comply with the requirements of the Village Fire Rescue department as well as NFPA #1 Uniform Fire Code, Florida Edition. Two new fire hydrants are being installed with this project, per the requires of the Village Fire Rescue Department, and an automatic sprinkler system will be utilized for protection of the proposed office building. If you have any questions regarding this application, feel free to contact me at 561.689.9500 or todd(@Jricleoqr.r. rthy.com. Si, - ,a ....... . Cz � ' •0CE SF o. 8r • 7. �'•. T, T c •0 F �' i' c* �; 0 1UP v. ' S�`�. Tociti S1644 P:vol esident FL Liceris�'tdcti698ii I CA 30535 The Forum III 11655 Palm Beach Lakes Blvd, Suite 712 I West Palm Beach,FL 33401 T 561 689 9500 I F 561 689 8080 todd@mcleodmccarthy.com • www.mcleodmccarthy.com PRELIMINARY STORM WATER MANAGEMENT CALCULATIONS FOR AUSTRADE OFFICE BUILDING TEQUESTA,FLORIDA MMA#16-026 April 11, 2017 Revised: N/A McLeod•McCarthy&Associates 1655 Palm Beach Lakes Blvd, Suite 712 West Palm Beach, FL 33401 p 561.689.9500 I f 561.689.8080 www.mcleodmccarthy.com CA No.30535 McLEOD • McCARTHY TODD N. MCLEOD,P.E. & Associates, P.A. Florida License No.69188 CIVIL ENGINEERS 4/11/2017 Date 111 McLeod•Civil E McCarthy&Associates,PA ngineers April 13,2017 Re: Austrade Office Building Tequesta, Florida(MMA#16-026) Site Description The Austrade Office Building is proposed for a 0.49 acre site located in the Village of Tequesta, between Palm Court and Harbor Road South on the east side of US Highway 1. The site is currently vacant and is bounded along its east property line by an unimproved alleyway. The site slopes from west to east with existing topographic elevations ranging from approximately 20.00 NGVD along the westem property line, down to approximately 12.10 NGVD along the eastem property line. Site Drainage The site is within the boundaries of the South Florida Water Management District(SFWMD) Intracoastal Basin and is within the Village of Tequesta. The proposed development will include a 0.10 acre commercial office building and 0.25 acres of associated impervious areas (vehicular and pedestrian use). A system of inlets connected by culverts and exfiltration trench will be utilized to collect, convey, attenuate, and treat stormwater runoff. Drainage design will address the following criteria: • Water Quality Treatment in excess of the volumes required by the SFWMD • Retention volumes (via exfiltration trench) in excess of the 25 year— 1 day Level of Service requirement adopted by the Village of Tequesta • Full retention of the 25 year—3 day storm event via the exfiltration trench system • Overflow or"Bubble-Up"discharge through structure S-101 to Palm Court right-of-way,following attenuation of the 25 year—3 day storm event in the exfiltration trench system. If you have any questions regarding this application, feel free to contact me at 561.689.9500 or todd(o mcleodmccarthy.com. `0,00,1 u n 1 u,,,,,,, N• M0. c i 0.' o. •8 � • T Tr OF �_ ,� . '�,� Sp,'........ �``,• , „,,,ONAL 4/13/1711,,,mil i t tlx```` Todd N.McLeod,P.E., President FL License No.69811 I CA 30535 The Forum III 11655 Palm Beach Lakes Blvd, Suite 712(West Palm Beach, FL 33401 T 561 689 9500 I F 561 689 8080 todd@mcleodmccarthy.com . www.mcleodmccarthy.com PRELIMINARY STORM WATER MANAGEMENT CALCULATIONS Engineer: TNM Project Name:AUSTRADE OFFICE BUILDING Date:04/11117 Project#: MMA#16-026 Revised: NIA LAND USE BREAKDOWN PROPOSED Site Area= 0.49 ac Basin Area= 0.49 ac Grading Acres % From To Impervious Area Building 0.10 ac (20%) 13.25 Pavement 0.25 ac (51%) 12.50 22.20 Pervious Area Green Space 0.14 ac (29%) 12.50 22.00 Subtotal Impervious Areas 0.35 ac (71%) Subtotal Pervious Areas 0.14 ac (29%) Find Curve Number: Avg.Pervious Ground B.= 17.25 Control EL.= 4.00 Depth to Water Table= 13.25 Soil Type= Coastal Soil Storage Table (SRAM's Vol.IV,Basis of Review,page E-2) Flatwoods Storage Depression Depth to W.T.(ft) Coastal Storage(in) (in) Storage(in) 1.0 0.6 0.6 0.6 2.0 2.5 2.5 2.1 3.0 6.6 5.4 4.4 4.0 10.9 9.0 6.8 Pervious Area= 0.14 ac Storage from Table= 8.18 in (w25%compaction) Avail Soil Storage= 0.10 of Soil Moisture Storage(S)= 2.34 in Curve Number= 81 Basin 4/12/2017 PRELIMINARY STORM WATER MANAGEMENT CALCULATIONS Engineer: TNM Project Name: AUSTRADE OFFICE BUILDING Date: 04/11/17 Project#: MMA#16-026 Revised: NIA POST-DEVELOPMENT RUNOFF (ZERO DISCHARGE CALCULATIONS) Soil Moisture Storage (Sprop) 2.34 in 25Year, 1 Day Rainfall Amount(P): 11.0 in Figure C-7 25 Year,3 Day Rainfall Amount(P): 13.0 in Figure C-8 25-YEAR, 1-DAY RUNOFF CALCULATIONS (PER VILLAGE OF TEQUESTA): Proposed: Q=(P-(0.2XS))2/(P+(0.8'S)) = 8.6 in Volume=Q x Site Area x 1112" 8.6 in X 0.49 X 1'/12" = 0.35 AF ALLOWABLE DISCHARGE: 25-YEAR, 3-DAY RUNOFF CALCULATIONS (PER PBC): Proposed: Q=(P-(0.2XS))2/(P+(0.8•S)) = 10.6 in Volume=Q x Site Area x 1712" = 10.6 in X 0.49 X 1'/12" = 0.43 AF Flood Criteria 4/12/2017 PRELIMINARY STORM WATER MANAGEMENT CALCULATIONS Engineer: TNM Project Name: AUSTRADE OFFICE BUILDING Date: 04/11/17 Project#: MMA#16-026 Revised: N/A WATER QUALITY CALCULATIONS 1-inch Over the Project Area (Treated volume) 1-inch * 1-ft/12-in * 0.49 = 0.04 ac-ft PROJECT AREA(AC) TREATED VOLUME 2.5-inches Times the Percent Impervious (Site Area) 0.49 -( 0.00 + 0.10 ) = 0.39 ac PROJECT AREA LAKES(AC) ROOFS(AC) SITE AREA (AC) (Impervious Area) 0.39 - 0.14 = 0.25 ac SITE AREA PERVIOUS AREA(AC) IMPERVIOUS AREA (AC) (%Impervious) IMPERVIOUS AREA*100% = 64.10% SITE AREA(AC) (2.5-in*%Imp.) 2.5-inches * 64.10% = 1.60 in PERCENT IMPERVIOUS INCHES TO BE TREATED (Treated Volume) 1.60 * 1-ft/12-in * 0.49 = 0.07 ac-ft TREATED(IN) PROJECT AREA- LAKES(AC) TREATED VOLUME THEREFORE 2.5-INCHES X%IMP GOVERNS Required WQ Treatment = 0.07 ac-ft Provided WQ Treatment(Via Exfil Trench @ EL.17.9) = 0.45 ac-ft Water Quality 4/12/2017 PRELIMINARY STORM WATER MANAGEMENT CALCULATIONS Engineer: TNM Project Name: AUSTRADE OFFICE BUILDING Date: 04/11117 Project#: MMA#16-026 Revised: N/A EXFILTRATION TRENCH DESIGN Minimum Ground Elevation= 19.70 Weir Elevation= 17.90 Trench Top Elevation= 17.50 Pipe Overt Elevation= 16.50 15" PIPE Pipe Invert Elevation= 15.25 CWE(Per SFWMD File)= 4.00 V Trench Bottom Elevation= 12.00 4 Standard Formula L=V/(K(H2•W+21H2.Du-Du^2+2•1-12•DS)+(1.39.10^-4)•WDu) <===INPUT ONLY IN GRAY CELLS V Volume Treated(acre-in)(Exist.Volume) 5 16 <=(25Y-3D Runoff Volume) W Trench Width(feet) ' K Hydraulic Conductivity(cfs/ft^2-ft.head) 3 4E-04 Hz Depth to Water Table(feet) 5.90 <===Hz can extend no lower Du Non Saturated Trench Depth(feet) 5.50 than the CWE Ds Saturated Trench Depth(feet) 0.00 L Trench Required 153 V=L•(K(H241+2•Hz•Du-Du^2+2•H2•Ds)+(1.39.10^-4)•WDu) <===INPUT ONLY IN GRAY CELLS L Length of Trench Provided W Trench Width (feet) 8 K Hydraulic Conductivity(cfs/ft^z-ft.head) 3.4E-04 H2 Depth to Water Table(feet) 5.9 Du Non Saturated Trench Depth(feet) 5.5 Ds Saturated Trench Depth(feet) 0 V Volume Treated (acre-in) 5.43 Volume Treated(acre•ft) 0.45 Trench 4/12/2017 PRELIMINARY STORM WATER MANAGEMENT CALCULATIONS Engineer: TNM Project Name: AUSTRADE OFFICE BUILDING Date: 04/11117 Project#: MMA#16-026 Revised:05111/17 EXFILTRATION TRENCH DESIGN:Alleyway Minimum Ground Elevation= 12.35 Weir Elevation= �12.35 Trench Top Elevation= 10.35 Pipe Overt Elevation= 9.35 15" PIPE Pipe Invert Elevation= 8.10 CWE(Per SFWMD File)=4.00 0 Trench Bottom Elevation= 7.35 Standard Formula L=VAK(HrW+21-+2•Du-Du•2+2•rlrDs)+(1.39.10^a)•WDu) <===INPUT ONLY IN GRAY CELLS V Volume Treated(acre-in)(Exist.Volume) 1.30 (25Y-3D:13"x 0.1 AC) W Trench Width(feet) 5 K Hydraulic Conductivity(cfslft•2-ft.head) 3.4E-04 H2 Depth to Water Table(feet) 5.00<===H2 can extend no lower Du Non Saturated Trench Depth(feet) 3.00 than the CWE Ds Saturated Trench Depth(feet) 0.00 L Trench Required 74 V=L•(K(HrW+2•H2•Du-Du^2+2•HrDs)+(1.39.10^-a)•WDu) <===INPUT ONLY IN GRAY CELLS L Length of Trench Provided W Trench Width(feet) 5 K Hydraulic Conductivity(cfs/ft^2-ft.head) 3.4E-04 H2 Depth to Water Table(feet) 5 Du Non Saturated Trench Depth(feet) 3 Ds Saturated Trench Depth(feet) 0 TODD N.MCLEOD,P.E. Flonda License No.69188 V Volume Treated(acre-in) 1.30 5/12/2017 Volume Treated(acre-ft) 0.11 Date Trench-Alley 5/12/2017 November 7, 2016 Nilsa Zacarias Village Planner Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469 Department of Engineering RE: Austrade Tequesta Office Building and Public works Project#: 161003 TRAFFIC PERFORMANCE STANDARDS REVIEW P.O.Box 21229 West Palm Beach,FL 33416-1229 Dear Nilsa: (561)684-4000 The Palm Beach County Traffic Division has reviewed the Austrade Tequesta Office Building FAX:(561)684-4050 Insignificant Traffic Impact Statement prepared by Simmons and White Engineering, Inc.,dated voww.pbcgov.com September 30, 2016, pursuant to the Traffic Performance Standards in Article 12 of the Palm Beach County Unified Land Development Code(ULDC). The project is summarized as follows. Municipality: Village of Tequesta ® Location: On eastside of US-1, between Harbor Rd and Palm Ct PCN #: 60-43-40-30-02-005-0010 Existing Uses: Vacant Proposed Uses: 15,369 SF of general office Palm Beach County Access: Full access driveway on Palm Ct Board of County New Net Daily Trips: 284 Commissioners New Net PH Trips: 39 AM (34/5) and 21 PM (4/17) Build-Out: December 31, 2020 Mary Lou Berger.Mayor Based on our review, the Traffic Division has determined the proposed development meets the Hal R.Valeche,Vice Mayor Traffic Performance Standards of Palm Beach County. Paulette Burdick Please note the receipt of a Traffic Performance Standards (TPS) approval letter does not Shelley vans constitute the review and issuance of a Palm Beach County Right-of-Way(R/W) Construction Permit nor does it eliminate any requirements that may be deemed as site related. For work Steven L.Abrams within Palm Beach County R/W, a detailed review of the project will be provided upon submittal for a R/W permit application. The project is required to comply with all Palm Beach County Melissa McKinlay standards and may include R/VV dedication. Priscilla A.Taylor No building permits are to be issued by the Village after the build-out date specified above. The approval letter shall be valid no longer than one year from date of issuance,unless an application for a Site Specific Development Order has been approved, an application for a Site Specific Development Order has been submitted, or the approval letter has been superseded by another approval letter for the same property. County Administrator If you have any questions regarding this determination.please contact me at 684-4030 or email to Verdenia C. Baker gvuan(cLpbcgov.org. Sincerely. Quan Yuan, P.E. Professional Engineer Traffic Division OYldd ec: Addressee Anna Lai,P.E.PTOE—Simmons and White Engineering,Inc. Guam Ban,P.E..Senior Professional Engineer—Traffic Division Steve Bohovsky,Technical Assistant III-Traffic Division File: General-TPS-Mun-Traffic Study Review An Equal Opportunity FITRAFFIC\MMTWUNICIPALITIES1APPROVALS\20161161003-AUSTRADE TEOUESTA OFFICE DOC Affirmative Action Employer" '�)printed on recycled paper SIMMONS & WHITE 2581 Metrocentre Boulevard, Suite 3, West Palm Beach, Florida 33407 0 561.478.7848 I F 561.478.3738 www.simmonsandwhite.com SIMMONS( WHITE Certificate of Authorization Number 3452 ENGINEERING I PLANNING I CONSULTING I SINCE 1982 INSIGNIFICANT TRAFFIC IMPACT STATEMENT AUSTRADE TEQUESTA OFFICE BUILDING PALM BEACH COUNTY, FLORIDA \,N��►ili1r/0i ,� i Prepared for: = No. 78138 _ 1r * _ 20 H ti Bard Real Estate, Inc. SATE OF : 3309 Northlake Boulevard Suite 201 � c1 , c�q� ?�\� Palm Beach Gardens, Florida 33403 /`i/s��ONA i��r.\\\\ Job No. 16-112 Anna Lai, P.E., PTOE Date: September 29, 2016 FL Reg. No. 78138 Austrade Tequesta Office Building Job No. 16-112 Page 1 TABLE OF CONTENTS 1.0 SITE DATA 2 2.0 PURPOSE OF STUDY 2 3.0 TRAFFIC GENERATION 4 4.0 RADIUS OF DEVELOPMENT INFLUENCE 4 5.0 TRIP DISTRIBUTION 5 6.0 TEST 1 BUILD-OUT ANALYSIS 5 7.0 TEST 2 BUILD-OUT ANALYSIS 5 8.0 SITE RELATED IMPROVEMENTS 6 9.0 CONCLUSION 6 Austrade Tequesta Once Building Job No. 16-112 Page 2 1.0 SITE DATA The subject parcel is located on the southeast comer of Palm Court (Fourth Street) and US Highway 1 (State Road 5) in Palm Beach County, Florida and contains approximately 0.50 acres. Figure 1 presents a vicinity map. The Property Control Number for the subject parcel is 60-43-40-30-02-005-0010. Proposed site development on the currently unimproved parcel consists of 15,369 SF of office space with a project build-out of 2020. Site access is proposed via a full access driveway connection to Palm Court. For additional information concerning site location and layout, please refer to the Site Plan prepared by Cotleur& Hearing. 2.0 PURPOSE OF STUDY This study will analyze the proposed development's impact on the surrounding major thoroughfares within the project's radius of development influence in accordance with the Palm Beach County Unified Land Development Code Article 12 — Traffic Performance Standards. The Traffic Performance Standards state that a Site Specific Development Order for a proposed project shall meet the standards and guidelines outlined in two separate "Tests" with regard to traffic performance. Test 1, or the Build-out Test, relates to the build-out period of the project and requires that a project not add traffic within the radius of development influence which would have total traffic exceeding the adopted LOS at the end of the build- out period. This Test 1 analysis consists of two parts and no project shall be approved for a Site Specific Development Order unless it can be shown to satisfy the requirements of Parts One and Two of Test 1. Part One — Intersections, requires the analysis of major intersections, within or beyond a project's radius of development influence, where a project's traffic is significant on a link within the radius of development influence. The intersections analyzed shall operate within the applicable threshold associated with the level of analysis addressed. Part Two — Links, compares the total traffic in the peak hour, peak direction on each link within a project's radius of development influence with the applicable LOS "D" link service volumes. The links analyzed shall operate within the applicable thresholds associated with the level of analysis addressed. Test 2, or the Five Year Analysis, relates to the evaluation of project traffic five years in the future and requires that a project not add traffic within the radius of development influence which would result in total traffic exceeding the adopted LOS at the end of the Five Year Analysis period. This test requires analysis of links and major intersections as necessary within or beyond the radius of development influence, where a project's traffic is significant on a link within the radius of development influence. Austrade Tequesta Office Building Page 3 Job No. 16-112 tO � I • County Line Rd ' a '" County Line Rd , 1 ' i` }'` 5 , \ _. ' 1. ,t. `1 �� `li\ l 1 1 Publix Super Market 1 p,4 u at countyline Plaza SITE y� '` j , \ � r" Village gNd \ -i Palm Court Z 1. ° l �CoraltdoveIPark; 1 o. St Jude St 1 \ A � l Z \ I o t. I . '', 1=1 •S •Pcr I \ ;: I i 1 Tequesta Shoppes a ; `ti i � 1 '� y 1 _ i °r. ,� Tequesta Dr - \ ,D Q ii 1 T 1 I coral PI � i e9resta Ot Z 1 :`` 1 Jr . ' I Pebble PI , o '� Q 1 I sue._..._._,.. S T. T '� t Cove Rd $ N • 0� 1 O 4 Coconut I.fl J. i Division St 1 Z 1 I co \ J T i 1 dW N 1 ' ao - _ ! j 3 F.. f g r I � 1 RIVERSIDE Beach Rd ,` J il . S Beach Rd ^1-i_ ken .;.r.�. ' I Rv Jupiter Inlet Lighthouse 1— OutstandinglNaturat Area v ,1 ResrRig"7442e ,-%!/ 1 I O� ' i 1 I 1 a'w f : t� r FIGURE 1. Vicinity Map Austrade Tequesta Office Building Source: Google 2016© Austrade Tequesta Office Building Job No. 16-112 Page 4 2.0 PURPOSE OF STUDY(CONTINUED) This analysis shall address the total traffic anticipated to be in place at the end of the fifth year of the Florida Department of Transportation Five Year Transportation Improvement Program in effect at the time of traffic analysis submittal. The existing roadway network as well as both the State and Palm Beach County Five Year Road Program improvements, with construction scheduled to commence prior to the end of the Five Year Analysis Period shall be the Test 2 roadway network assumed in the analysis. The total traffic in the peak hour, peak direction on each link within a project's radius of development influence shall be compared with the applicable LOS "E" service volumes. The links analyzed shall operate within the applicable thresholds associated with the level of analysis addressed. This study will verify that the proposed development's traffic impact will meet the above Traffic Performance Standards. 3.0 TRAFFIC GENERATION The traffic to be generated by proposed development has been calculated in accordance with the traffic generation rates listed in the ITE Trip Generation Manual, 9th Edition. Table 1 shows the daily traffic generation associated with the proposed development. Tables 2 and 3 show the AM and PM peak hour traffic generation, respectively, in peak hour trips (pht). The traffic generation associated with the proposed 15,369 SF of office space may be summarized as follows: Proposed Plan of Development Daily Traffic Generation = 284 tpd AM Peak Hour Traffic Generation (In/Out) = 39 pht(34 In/5 Out) PM Peak Hour Traffic Generation (In/Out) = 21 pht(4 In/17 Out) 4.0 RADIUS OF DEVELOPMENT INFLUENCE Based on Table 12.B.2.D-7 3A of the Palm Beach County Unified Land Development Code Article 12 — Traffic Performance Standards, for a net trip generation of 39 peak hour trips, the radius of development influence shall be one-half(0.5) mile. For Test 1, a project must address those links within the radius of development influence on which its net trips are greater than one percent of the LOS "D" of the link affected on a peak hour, peak direction basis AND those links outside of the radius of development influence on which its net trips are greater than five Austrade Tequesta Office Building Job No. 16-112 Page 5 4.0 RADIUS OF DEVELOPMENT INFLUENCE (CONTINUED) percent of the LOS "D" of the link affected on a peak hour, peak direction basis up to the limits set forth in Table 12.6.2.C-1 1A: LOS"D" Link Service Volumes. For Test 2, a project must address those links within the radius of development influence on which its net trips are greater than three percent of the LOS "E" of the link affected on a peak hour, peak direction basis AND those links outside of the radius of development influence on which its net trips are greater than five percent of the LOS "E" of the link affected on a peak hour, peak direction basis up to the limits set forth in Table 12.6.2.C-4 2A: LOS"E" Link Service Volumes. 5.0 TRIP DISTRIBUTION The project trips were distributed and assigned on the links within the radius of development influence based on the existing and anticipated traffic patterns. Figure 2 presents the trip distribution percentages. 6.0 TEST 1 BUILD-OUT ANALYSIS . Test 1, or the Build-Out Analysis, relates to the build-out period of the project and requires that a project not add traffic within the radius of development influence which would have total traffic exceeding the adopted LOS at the end of the build- out period. Tables 4 and 5 show the project's assignment is less than 1% of the applicable LOS "D" threshold and is insignificant for all links within the project's radius of development influence. This project therefore meets the requirements • of Test 1. 7.0 TEST 2 BUILD-OUT ANALYSIS Test 2, or the Five Year Analysis, relates to the evaluation of project traffic five years in the future and requires that a project not add traffic within the radius of development influence which would result in total traffic exceeding the adopted LOS at the end of the Five Year Analysis Period. Tables 6 and 7 show the project's net trip generation is less than 3% of the applicable LOS "E" threshold for all links within the projects radius of development influence. This project therefore meets the requirements of Test 2. Austrade Tequesta Office Building Job No. 16-112 Page 6 8.0 SITE RELATED IMPROVEMENTS The AM and PM peak hour volumes at the project entrances for the overall development with no reduction for pass by credits are shown in Tables 2 and 3 and may be summarized as follows: Directional Distribution (Trips IN/OUT) AM = 38/5 PM = 4/ 19 As previously mentioned, site access is proposed via a full access driveway connection to Palm Court. Based on the peak hour volumes shown in Figure 3 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, additional turn lanes are not warranted or recommended. 9.0 CONCLUSION The proposed addition has been estimated to generate 284 trips per day, 39 AM peak hour trips, and 21 PM peak hour trips at project build-out in 2020. A brief review of the links within the project's radius of development influence reveals that the proposed development will have an insignificant project assignment and will therefore meet the requirements of the Palm Beach County Traffic Performance Standards. AL: x:Documentsgraffic Drainage&StructuraRitiss.16112 AUSTRADE TEQUESTA OFFICE BUILDING 09/29/16 • PROPOSED DEVELOPMENT TABLE 1 -Daily Traffic Generation ITE ' DIr'8plit' Internalliation pOW41jy General Office Ce le :,710 15,389 intensity Rate/Equation.68 In l Out? Grosse rips: L % Total External Trips. % Trips. Net Trips L 0 318 10% 32 284 Grand Totals: 318 0,0% 0 316 10% I 32 284 TABLE 2-AM Peak Hour Traffic Generation ITE pit-spit Groat Trips. • Intemalization Ezternai Trips Panel y Net Trips Landuse. ,Codes Inten_.sity. Rate/E.uation, In , Out ' in O.uti d q I Total+ . %_ In 'Out, l°otal� In 'Out Total, % Trips In Out'Total' General Office 710 15,389 S.F. Ln(T)=0.80 LAX)+1.57 0.88 0.12 38 5 � 43 0.0% ( 0 I 0 I 0 38 ( 5 43 10% 4 34 5 39 o Grand Totals: 38 5 43 0.0% 0 0 0 38 5 I 43 9% I 4 34 15 I 39 TABLE 3-PM Peak Hour Traffic Generation ITE„ Dlr`Split Grost?rip`s. : Intemalization External Trips Patti y Net Trips Landuse Code; :intensity. Rate/Equation In.l,0ut_.;In ;Outs T.otai. _ % In , Out :Total;. In ,Out' Toter, % Trips : In. Out,,Total General Office 710 15,389 S.F. Grand Totals: 1.49 0.17 ff 0.83 4 � 19 23 0.0% I 0 I 0 , 0 4 I 18 I 23 9% 2 4 17 21 r� ti:, . XADocumentsNPROJECTM2016116-112 AustradeWustrade Traffic Calcs.xlsx '"-�- - AL SIM/A ONS`tZ WHITE N SIMMONS( ‘WHITE ENGINEERING 1 PLANNING on Na I CONSULTING 1 SINCE 1992 N.T.S. AuBwltzati 3452 2581 Metrocentre Blvd West a Suite 3•West Palm Beach, Florida 33407•(561) 478-7848 p„4 coo �SITE, WATERWAY ROAD 051( * ERNE CD FIGURE 2 AUSTRADE TEQUESTA LEGEND PROJECT DISTRIBUTION OFFICE BUILDING PROJECT DISTRIBUTION 16-112 AL 09-29-16 N SIMMONS WHITE ENGINEEGINO 1 PLANNING 1 CONSULTING 1 SINCE 11102 AulhortmSon No. 3452 N.TS. 2551 Matrocantre Blvd West a Suite 3 e West Palm Beach, Florida 33407 a(551) 475-7845 fl r) N M I PALM COURT L5(19) 316 38(4) r-- SITE FIGURE 3 PROJECT TURNING MOVEMENTS LEGEND 14 A.M. PEAK HOUR TURNING MOVEMENT AUSTRADE TEQUESTA (18) P.M. PEAK HOUR TURNING MOVEMENT OFFICE BUILDING 413 A.A.D.T. 16-112 AL 09-29-16 AUSTRADE TEQUESTA OFFICE BUILDING 09/29/18 TABLE 4 TEST 1 -PROJECT SIGNIFICANCE CALCULATION AM PEAK HOUR 2020 BUILD OUT 0.5 MILE RADIUS OF DEVELOPMENT INFLUENCE TOTAL AM PEAK HOUR PROJECT TRIPS(ENTERING)= 34 TOTAL AM PEAK HOUR PROJECT TRIPS(EXITING)= 5 AM PEAK-HOUR DIRECTIONAL TOTAL PROJECT PROJECT EXISTING LOS:D PROJECT PROJECT STATION.ROADWAY FROM TO DISTRIBUTION TRIPS LANES CLASS STANDARD_ IMPACT SIGNIFICANT 1304 US 1 BEACH ROAD TEQUESTA DRIVE 50% 17 6D II 2680 0.63% NO 1304 US 1 TEQUESTA DRIVE PALM COURT 65% 22 6D II 2680 0.82% NO 1304 US 1 PALM COURT COUNTY LINE ROAD 35% 12 6D II 2680 0.45% NO N/A TEQUESTA DRIVE DOGE HIGHWAY US 1 15% 5 2 II 810 0.62% NO I XADacumenblPROJECT812016118-112/WsMadeV1uslrade Traffic Calesadsx —1�>�-+— a. SIMMONSC WHITE AUSTRADE TEQUESTA OFFICE BUILDING 09/29►16 TABLE 5 TEST 1 -PROJECT SIGNIFICANCE CALCULATION PM PEAK HOUR 2020 BUILD OUT 0.5 MILE RADIUS OF DEVELOPMENT INFLUENCE TOTAL PM PEAK HOUR PROJECT TRIPS(ENTERING)= 4 TOTAL PM PEAK HOUR PROJECT TRIPS(EXITING)= 17 PNIPEAKHOUR DIRECTIONAL TOTAL PROJECT PROJECT EXISTING LOSsD PROJECT PROJECT STATION ROADWAY FROM. TO DISTRIBUTION TRIPS LANES CLASS STANDARD IMPACT SIGNIFICANT 1304 US 1 BEACH ROAD TEQUESTA DRIVE 50% 9 6D II 2680 0.34% NO 1304 US 1 TEQUESTA DRIVE PALM COURT 65% 11 6D II 2680 0A1% NO 1304 US 1 PALM COURT COUNTY LINE ROAD 35% 6 6D 11 2680 0.22% NO N/A TEQUESTA DRIVE DIXIE HIGHWAY US 1 15% 3 2 II 810 0.37% NO I 'v=•-.' X.•1DoamentAPROJECTS1201611&112 AuslradeWistrade_TraHic Caksidsx ,— I>--�— ,r,L SIM M ONS ei WHITE .......,.........., n...n.....! AUSTRADE TEQUESTA OFFICE BUILDING 0929118 TABLE 6 TEST 2-PROJECT SIGNIFICANCE CALCULATION AM PEAK HOUR TEST 2-FIVE YEAR ANALYSIS 0.5 MILE RADIUS OF DEVELOPMENT INFLUENCE TOTAL AM PEAK HOUR PROJECT TRIPS(ENTERING)=34 TOTAL AM PEAK HOUR PROJECT TRIPS(EXITING)e 5 AM PEAK HOUR DIRECTIONAL TOTAL PROJECT PROJECT EXISTING LOS E PROJECT PROJECT STATION ROADWAY FROM TO. DISTRIBUTION TRIPS LANES CLASS STANDARD IMPACT SIGNIFICANT 1304 US 1 BEACH ROAD TEQUESTA DRIVE 50% 17 8D II 2830 0.80% NO 1304 US 1 TEQUESTA DRIVE PALM COURT 85% 22 8D 11 2830 0.78% NO 1304 US 1 PALM COURT COUNTY LINE ROAD 35% 12 BD II 2830 0.42% NO N/A TEQUESTA DRIVE DIXIE HIGHWAY US 1 15% 5 2 II 860 0.58% NO II '��— X'1DocumsrMslPRpJE0T812 0 1 811 8.112 AwlredaYlw4ade h�ic Cakf.bax 7—11 A� SIMMONS CV WI-T1Tr AUSTRADE TEOUESTA OFFICE BUILDING 09/29118 TABLE 7, TEST 2-PROJECT SIGNIFICANCE CALCULATION PM PEAK HOUR TEST 2-FIVE YEAR ANALYSIS 0.5 MILE RADIUS OF DEVELOPMENT INFLUENCE TOTAL PM PEAK HOUR PROJECT TRIPS(ENTERING)=4 TOTAL PM PEAK HOUR PROJECT TRIPS(EXITING)= 17 PM:PEAK'HOUR DIRECTIONAL TOTAL PROJECT PROJECT EXISTING LOS E PROJECT PROJECT STATION ROADWAY. FROM TO DISTRIBU.TION. TRIPS LANES: CLASS STANDARD IMPACT SIGNIFICANT 1304 US 1 BEACH ROAD TEQUESTA DRIVE 60% 9 8D it 2830 0.32% NO 1304 US 1 TEQUESTA DRIVE PALM COURT 85% 11 6D 11 2830 0.39% NO 1304 US 1 PALM COURT COUNTY LINE ROAD 35% 8 8D II 2830 0.21% NO N/A TEQUESTA DRIVE DIXIE HIGHWAY US 1 15% 3 2 II 880 0.35% NO I X1DoarnenbtPROJECTS1201811&112AwYede ustrade haMcCaleudsx L�—J`+li''`' AL SIMMONSCN WHITE 111111111111111111111111111112 �-)14 CFN 20160203277 l/" OR BM 28354 PG 0568 RECORDED 06/08/2816 14:47:25 Prepared by& Return to: Palm Beach County, Florida Patricia A. Donovan 'EMT NC00 Doc Stamp 4,628.00 Assure Title Agency Sharon R. Bock,CLERK a COMPTROLLER 82 17a 1? ay Street, Suite 1 Pp; 0568 - 570; Opga) Jupit rida 33477 File Nu-li;; 16-9322 PCN 60-- ,s ;140-02-005-0010 ! WARRANTY DEED i v INDENTURE made this 2nd day of June, 2016, by Bastiaan Smallegange,,Iiiiarried man, whose post office address is117 San Marco Drive, Palm Beata ardens, Florida 33418, hereinafter called the Grantor, to Bartl Real Estat- , a Florida corporation, whose post office address is 3309 Northlake BOIL rd, Suite 109, Palm Beach Gardens, Florida 33403, hereinafter called th 7�•- ntee. o WITNESS - ,hat said Grantor, for and in consideration of the sum°of TEN AND NO/10ir 0.00) Dollars and other good and valuable consideration to said Gran'�'�v� and paid by said Grantee, the receipt whereof is hereby acknowledged, has •��ed, bargained and sold to the Grantee, and Grantee's successors and assis forever, the following described land, situate, lying and being in Palm Beach % 1 nty, Florida, to wit: O See Legal Description Attaaiereto and incorporated Herein as Exhibit "A" THE SUBJECT PROPERTY IS NOT THE HOMESTEAD OF THE GRANTOR UNDER THE LAWS AND CONSTITUTION OF THE STATE OF FLORIDA IN THAT NEITHER THE GRANTOR NOR ANY MEMBER OF THE HOUSEHOLD OF THE GRANTOR RESIDES THEREON OR ADJACENT THERETO. SUBJECT TO comprehensive land use plans, zoning and other land use restrictions, prohibitions and other requirements imposed by governmental authority; restrictions and matters appearing on the plat or otherwise common to the subdivision; public utility easements of record; and taxes accruing subsequent to December 31, 2015. TOGETHER WITH all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. Book28354/Page568 Page 1 of 3 TO HAVE AND TO HOLD, the above granted, bargained and described prest\s in fee simple forever. 4id Grantor does hereby fully warrant the title to said land, and will defend that s-�i against the lawful claims of all persons whomsoever. 0 *" r" and It used for singular or plural as context requires. IN WIC S WHEREOF, Grantor has hereunto set Grantor's hand and seal the day r --ar first above written. Signed, sealed a•delivered in our presen -• D l! , �� it ! .lt_ `14 NESS `J_ �.. (.44 t Bastian Smalle.a ge INN' ss Print Name: Lit?. Ru11 Mt 6 wo i %� , WITNESS Witness Print Name:4 4 STATE OF FLORIDA COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me this � day of June, 2016 by Bastian Smallegange who has produced IT j(Aq, 4 eor as identification or who is personally known to me.Lati 41.0,111111.14111f1t!//��I (Notary Seal)��.��.��s.vra i Notary Public: Q�Q0.42,i,,1:5; Printed Notary Name 2. ..� °N';*5 My Commission Expires *: iki ?b V . ,9 it fte...�.. ;i Book28354/Page569 Page 2 of 3 Legal Description I it "A" LeT .n, 3,4, 5, 6, 7, 8 and 9, Block 5, Jupiter Heights, as recorded in Pla�gek,23, Page 69, Public Records of Palm Beach County, Florida, g Y toget`�� ith a parcel of land 40 feet in width, measured from East to West, a (0,80 feet in length, measured from North to South, lying immediat••4 est of and adjacent to Lots 1 through 9, inclusive, of Block 5, Jupireights, a subdivision, according to the map or plat thereof as recod in Plat Book 23, Page 69, Public Records of Palm Beach County, FIB,a. O O 00 ' O Book28354/Page570 Page 3 of 3 � R` AT&T Florida T:561.540-9262 at act N K Street Lake Worth, FI 33460 February 22, 2017 MANAGED LAND ENTITLEMENTS Attn: Michael J. Sanchez 3710 Buckeye Street, Suite 100 Palm Beach Gardens, Florida 33410 RE: Austrade Office Building Dear Mr. Sanchez, This letter is in response to your request for information regarding availability of service at Service Availability Letter for: Austrade Office Building. This letter acknowledges that the above-referenced development is in an area served by AT&T. Any service arrangements for this development will be subject to later discussions and agreements between the developer and AT&T. Please be advised that this letter is not a commitment by AT&T to provide service to the above-referenced project. The projected land use does not appear to encroach into any AT&T easements nor does it appear that it will interfere with the provisioning of services. However, should any of the adjacent aerial/buried/inside communication facilities must be relocated/adjusted those expenses incurred by ATT Florida to accommodate the improvements will be the financial responsibility of the property owner. Please contact me with any comments regarding this response. Thank you for contacting AT&T. Sincerely, �r /7 ram„ Eddie Herron MGR OSP PLNG & ENGRG DESIGN Proud Sponsor of the U.S.Olympic Team Ccomcast 3960 RCA Blvd. Suite 6002 Palm Beach Gardens,FL 33410 March 24, 2017 Michael J.Sanchez,AICP MANAGED LAND ENTITLEMENTS 3710 Buckeye Street,Suite 100 Palm Beach Gardens,Florida 33410 Re: Availability Letter for the Austrade Office Building Project Dear Mr. Sanchez, Comcast Cable Communications will be able to service this site. Please feel free to call if I can be of additional service. Best Regards, t— eatA of. dig./ (qomcast FEC Regional Construction 561-882-4310 Mark Milfordacable.comcast.com • Loxahatchee River District alk"7:1(AWater Reclamation 1 Environmental Education 1 River Restoration wz 2500 Jupiter Park Drive,Jupiter, Florida 33458 v- 'o Telephone (561)747-5700 •Fax (561) 747-9929 • www.loxahatcheeriver.org s ��yr' O� you • 1971 • D. Albrey Arrington, Ph.D., Executive Director January 5, 2017 BARTL Real Estate Inc. 3309 Northlake Blvd., Su. #109 Lake Park, Florida 33403 Re: Jupiter Heights Lots 1-9, US#1, Tequesta SANITARY SEWER AVAILABILITY Dear Sirs: This letter is provided in response to a recent request by Michael Sanchez, AICP concerning sanitary sewer service availability for the subject project. Please be advised that, as of this date, sanitary sewer service can be made available to the subject property upon the payment of certain costs in accordance with the District Rules. Copies of District Rules Chapter 31-10 are available for your review on our web site at , y.l[,\LI[lalLilc�ri . [[ Consistent with District policy, the Developer will be responsible for all costs associated with connecting to the existing wastewater system of the District. The nearest system for your connection is a low pressure line located on Palm Court or Harbor Rd. South. The low pressure system will require that a small non-residential grinder pump station be installed. Please contact the District Engineering Department at(561)747-5700 xt. 110 for more detailed information on making connection and proposed District facilities in this area. Sincerely, r24C, Clinton R. Ye lir - Deputy Execu e Director Attn.: Michael Sanchez vAdev\proMustrade\Avail Itr 1-2017.doc Stephen B. Rockotf Dr. Matt H. Rostock Gordon M. Boggie Harvey M. Silverman James D. Snyder Board Member Board Member Chairman Board Member Board Member Village of Tequesta Department of Fire-Rescue Services 357 Tequesta Drive 561-768-0500 T equesta, FL 33469 la www.tequesta.org (I*\,412„ Joel Medina, Fire Chief May 10,2017 Att Michael Sanchez,AICP Managed Land Entitlements 3710 Buckeye Street, Suite 100 Palm Beach Gardens, Florida 33410 Dear Mr. Sanchez, Re: Austrade Project Pursuant to your request, this correspondence confirms that Tequesta Fire-Rescue is able to provide service to Austrade Office Building project located on Highway US1, Tequesta, Florida and parcel number 60-43-40-30-02-005-0010. Should you require additional information on this matter, please contact me at 561-768-0550. Sincerely, Joel Medina, Fire Chief Village of Tequesta. Vice-Mayor Frank D'Ambra :Mayor Abby Brennan Council Member Tom Patemo Council Member Steve Okun Council Member Vince Arena Village Manager Michael R.Couzzo,Jr. February 01,2017 To: Michael J. Sanchez, AICP Re: Austrade Office Building,Tequesta,Fl 33469 Dear Michael You have informed FPL that you have a project under construction at Austrade Office Building,Tequesta,Fl 33469, and have asked us for a letter stating that your project does not encroach into FPL easements,or otherwise interfere with FPL facilities or the ability to provide you with service. Upon reviewing your plans,we have determined that your project does not appear to encroach into any FPL easements or otherwise interfere with provision of service. The issue in the above-referenced paragraph has no bearing,however,on the issue of the safety of the workers on your project vis a vis FPL's facilities. It is imperative that you visually survey the area prior to commencing construction and determine whether the construction of any proposed structures will bring any person,tool,machinery, equipment or object closer to FPL's power lines than the OSHA-prescribed limits. If it will,you must either re-design your project to allow it to be built safely given the pre- existing power lines, or make arrangements with FPL to de-energize and ground our facilities,or relocate them at your expense. You must do this before allowing any construction near the power lines. It is impossible for FPL to know or predict whether or not the contractors or subcontractors, and their employees,will operate or use cranes or other mobile equipment, or handle materials or tools,in dangerous proximity to such power lines during the course of constriction, and, if so,when and where. Therefore, if it becomes necessary for any contractor or subcontractor,or their employees,to operate or handle cranes,draglines,mobile equipment,or any other equipment,tools or materials in such a manner that they might come closer to overhead power lines than is permitted by local,state or federal regulations,you and any such contractor or subcontractor must notify FPL in writing of such planned operation prior to the commencement thereof and make all necessary arrangements with FPL in order to carry out the work in a safe manner. Any work in the vicinity of the electric lines should be suspended until these arrangements are finalized and implemented. FPL has certain minimum clearances that it must maintain. If you build your structure so that those clearances can not be maintained,you will be required to compensate FPL for the relocation of our facilities to comply with those clearances.As such,you should contact FPL prior to commencing construction near pre-existing overhead power lines to make sure that your proposed structure does not impinge upon FPL's clearances. If you have any questions,please feel free to contact me at 561 616-1610. in erely, . ...,. . Vaughn Moncrieffe Technical Specialist II Village of alequesta rOE'"_Oi 4.06 345 Tequesta Drive `��„ 561-768-0700 Tequesta, FL 33469 www.tequesta.org a c�Z - ': o A ,, �� f7CM COUMty March 24, 2017 Michael J.Sanchez,AICP MANAGED LAND ENTITLEMENTS 3710 Buckeye Street,Suite 100 Palm Beach Gardens, Florida 33410 Re: Proposed Austrade Office Building Subj: Potable Water Availability Dear Mr.Sanchez: This letter is provided in response to a recent request concerning potable water service availability for the proposed Austrade Office Building located on Highway US 1,Tequesta, Florida and parcel number 60-43-40-30-02-005-0010. Please be advised that, as of this date, potable water service can be made available to the subject property upon the payment of certain costs in accordance with the Village of Tequesta Code of Ordinance. Consistent with the Village of Tequesta policy, the Developer will be responsible for all costs associated with connecting to the existing potable water system. Should you require additional information on this matter,please contact me at 561-768-0490. Sincerely, Saw tfeady Sam Heady, Deputy Director of Utilities Vice-Mayor Frank D'Ambra Mayor Abby Brennan Council Member Tom Paterno Council Member Steve Okun Council Member Vince Arena Village Manager:Michael R.Couzzo,Jr. W WASTE MANAGEMENT JEFF SABIN GOVERNMENT AFFAIRS WASTE MANAGEMENT INC.OF FLORIDA 7700SE BPJDGE RD HOBE SOUND,FL 33455 PH: (772)545-1327 MOBILE:(772)263-0017 April 6, 2017 Mr. Michael Sanchez, AICP Managed Land Entitlements 3710 Buckeye Street, Suite 100 Palm Beach Gardens, FL 33410 Re:Austrade Office Building—Tequesta, Florida Dear Mr. Sanchez: In response to your requestfor confirmation of service availability for the above development, Waste Management of Martin County can adequately accommodate the prescribed services as provided for in our Solid Waste and Recyclable Materials Collection Services Agreement with Palm Beach County. We appreciate the opportunity to service the new community and look forward to working with the developers and builders in making it an environmentally friendly project. Please contact our Sales Specialist as your project proceeds, her contact information is below, or myself. Sales Specialist: Amanda Mindell— 561-351-8658 If you have any questions or concerns, please contact us. Sincerely, J JEFF SABIN Government Affairs Cc: Amanda Mindell AUSTRADE OFFICE BUILDING kicorleur& Hearing IN\ 't 1 j• ' .^.; :. : . CIV i ... 41#1trl: : �.�- -' I, 'R FFFFFF --4• ,R - Y, ��G :: -- - 3,1 j _ „_ - •• N t tin , R!V f { ae �` `.{ _ i - I �I. f i • •t 1 . II - _ PAL-M-COURT -= z - _ ,� _rI. - C' I� it .c;�` _, Q CC rn 41.--- n * i 'r . k - AR .:!. -„ woo. ►2 ' J' - B�'R R i 1, b •• _ � .\ \ \-\ - itr\. _w •\-^ , :. � I ._-� ti .I)J iy { '—� . ., `s �• @, . Y \ . - i ., �.'. SITE PLAN 4 , 4 �: i A 41 rvortn . 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