Loading...
HomeMy WebLinkAboutDocumentation_Regular_Tab 11_1/13/2022Agenda Item #11. Regular Council STAFF MEMO Meeting: Regular Council - Jan 13 2022 Staff Contact: Nilsa Zacarias, Director of Community Development AL Department: Community Development SPR 01-21: Application from MASTROIANNI FAMILY HEADQUARTERS LLC for a site plan review to build a four (4) story, 33,274 sq. ft. office building. The application includes a landscaping plan, one (1) monument sign, and other site improvements. The address of the property is 691 N US Highway 1, Tequesta, Florida 33469. SPR 01-21: Application from MASTROIANNI FAMILY HEADQUARTERS LLC for a site plan review to build a four (4) story, 33,274 sq. ft. office building. The application includes a landscaping plan, one (1) monument sign, and other site improvements. The address of the property is 691 N US Highway 1, Tequesta, Florida 33469. This document and any attachments may be reproduced upon request in an alternative format by completing our Accessibility Feedback Form, sending an e-mail to the Village Clerk or calling 561-768-0443. ATTACHMENTS: SPR 1-21 - Mastroianni Office Staff Report Orders Special Exceptions 8 12 2021 SEU 2-21 Mastroianni Family Headquarters DRC LETTERS - combine Water Service Confirmation WM Service Availability LRD Service Availability PBC Traffic FPL Service Confirmation TECO Location Map Application Agent Consent Warranty Deed Double oven Site Plan Review Justification 10.6.21 Mastroianni Traffic Study 07.20.21 1352 drgrep Vot 112321ds 1352 MFO Drainage Statement IDS June 1352 MFO Fire Statement DS June 1352 MFO Sanitary Statement IDS June 1352 MFO Water Statement IDS June dishwasher Page 153 of 488 Agenda Item #11. fryer 4 burner Ranae toi Generator Info HOSH-Freezer HOSH-Frige Microwave 17-262TeguestaOfficeSu rvey SP-1 S P-2 LP-1 LP-2 10.7 Clouded Arch 1352 Civil Set 072921 DS 013-LO Page 154 of 488 Agenda Item #11. VILLAGE OF TEQUESTA Department of Community Development Staff Report — Village Council Hearing — January 13, 2021 I. PETITION NO. — SPR 1-21 APPLICANT: Gentile, Glas, Holloway, O'Mahoney & Associates Inc. 1907 Commerce Lane, Suite 101 Jupiter, FL 33458 OWNER: MASTROIANNI FAMILY HEADQUARTERS LLC. REQUEST: Application from MASTROIANNI FAMILY HEADQUARTERS LLC. for a Site Plan Review to build a (4) story -story, 33,274 sq. ft. office building. The application includes a landscaping plan, one (1) monument sign, and other site improvements. The address of the property is 691 N. US Highway 1, Tequesta, Florida 33469. LOCATION: 691 N. US Highway 1 Tequesta, FL 33469 LOCATION MAP ........................... 7 Proposed Building Site col ra i is i Department of Community Development —Staff Report— Mastroianni Family Office SPR 1-21 1 Page 155 of 488 Agenda Item #11. II. PETITION FACTS a. Total Gross Site Area: 45,600 Sq. Ft. (1.05 Acres) b. Total Building Footprint Area: 13,295 sq. ft. c. Total Gross Leasable Area: 14,342.4 sq. ft. d. Total Building Square Footage: 33,274.1 sq. ft. e. Building Height: 49'-6" Land Use and Zoni EXISTING LAND USE FUTURE LAND USE ZONING SUBJECT PROPERTY Vacant Land Mixed Use (M-U) M-U (Mixed Use District) NORTH C 2 Commercial (C) Commercial (C) (Community Lumiere Commercial District) SOUTH C-2 Avis/Budget Commercial (C) Commercial (C) (Community Commercial District) EAST Residential Low Residential Low Residential Low Unincorporated Palm Density Density Density Beach County — Single (Unincorporated (Unincorporated (Unincorporated Family Residential PBC) PBC) PBC) WEST M-U (Mixed Use M-U (Mixed Use M-U (Mixed Use Tequesta Terrace District) District) District) III. BACKGROUND In 2018, the Village Council approved a development for the subject site "Pelican Square". The approval included a Future Land Use map amendment, a rezoning, an alley abandonment, a plat, and a site plan. The approved development was not built. The Mastroianni Family Headquarters, LLC has purchased the subject site to build their corporate offices. In March 2021, the Village received an application for a Special Exception Use, a Site Plan Review, and a re -plat to build a professional office building (Mastroianni Family Office). SPECIAL EXCEPTION USE Per Section 78-180 (i) (14), Business Services over 5,000 sq. ft. are considered Special Exception Uses in the M-U Zoning District. The Applicant requested a Special Exception Use (Business Service) to build a (4)-story, 33,274 sq. ft. office building. On August 12, 2021, the subject Special Exception Use application was heard and approved by Council (4-0) with the followina conditions see attached Development Order SEU 2-21): 1. It is understood and agreed by the Applicant that this special exception use approval is limited to 14,342.4 square feet of Gross Leasable Area of Professional Office Space. Any future increase to this amount of Gross Leasable Area shall require the Applicant to apply for a modification of this special exception use approval subject to Village Council approval. Department of Community Development —Staff Report— Mastroianni Family Office SPR 1-21 2 Page 156 of 488 Agenda Item #11. 2. It is further understood and agreed by the Applicant that as approved, the site contains sufficient off-street parking to permit a modification to this special exception use approval of an additional 3,300 square feet of Gross Leasable Area of Professional Office Space. In the event that more than 3,300 square feet of additional Gross Leasable Area is applied for in the future, the Applicant shall be required to obtain, in addition to a special exception use modification, accommodation for any required additional off-street parking. With regard to the use of the proposed building, please see the following analysis: Level One and Level Two are planned for a combination of a common area, building amenities, car display, memorabilia, and parking. The Owner is an avid classic car collector and proposes to utilize a portion of level two to house his collection. Level Three and Level Four include office space programed at 14,342.4 square feet of gross leasable area. The below table summarizes the use of the building per Gross Leasable Area (GLA) and the building Gross Floor Area: Use Gross Leasable Area Gross Floor Area 1 4t Floor — Parking/Lobby Os.f. 1,713.2 s.f 2nd Floor — Common Area/Lobby Os.f. 13,032.8 s.f 3rd Floor— Prof. Office 9,186.6 s.f. 11,328.3 s.f 4th Floor — Prof. Office 5,155.8 s.f 7,199.8 s.f Total 14,342.4 s.f. 33,274.1 s.f. In terms of parking calculation, the Village code refers to gross leasable area as follows: Sec. 78- 705 (6). "(6) Business and professional service, except for financial institutions: One space per 300 square feet of gross leasable area." Per Sec. 78-4, the definition of Gross Leasable Area (GLA) "means the total floor area designed for tenant occupancy and exclusive use, including basements, mezzanines, and upper floors, if any, expressed in square feet and measured from the centerline of joint partitions and from outside wall faces. GLA is all that area on which the tenants pay rent, it is the area producing income, and is the square footage amount used by the village for determining required parking area. GLA includes all areas less common areas (see Common area)." Since the Applicant is proposing 14,342.4 sq. ft. as Gross Leasable Area; then, the total amount of parking spaces required must be 48 parking spaces. Since the Applicant is providing a total of 59 spaces; then, the amount of Gross Leasable Area can be increased to a total of 17,642.4 sq. ft. (an additional 3,300 sq. ft.). Special Exception Use application conditions of approval reflect the requirement of number of parking spaces and Gross Leasable Area. Per the Village Code, once the Special Exception Use is approved by the Village Council; then, the subject application is required to be reviewed under the Site Plan Review process. The Site Plan Review process include compliance with Article IX, Division 2, Site Plan Review. In addition, the subject application was heard by the Planning and Zoning Board; and then, it will be heard the by Village Council for final site plan approval. The Site Plan Review process includes compliance with zonine code. aesthetics considerations and overall compatibility with the surrounding. Department of Community Development —Staff Report— Mastroianni Family Office SPR 1-21 3 Page 157 of 488 Agenda Item #11. Department of Community Development —Staff Report— Mastroianni Family Office SPR 1-21 Page 158 of 488 Agenda Item #11. SITE PLAN The Planning & Zoning Board recommended approval of the site plan review at the November 2021 meeting, by 3-2 vote. The subject recommendation included conditions presented on page 7 of this report. IV. SITE PLAN REVIEW The Development Review Committee (DRC) for compliance with Village Code, State and Federal applicable regulations reviewed the proposed site plan for an office building "The Mastroianni Office Building". The DRC includes Community Development, Law Enforcement, Landscaping, Building, Fire Safety, the Water Department, Civil and Traffic Engineering. The subject application is located on a vacant parcel fronting US Highway 1 in the M-U (Mixed Use Zoning District). The Applicant is requesting a Site Plan Review to build a four (4) story, 33,274 sq. ft. office building. The application includes a landscaping plan, one (1) monument sign, and other site improvements. The subject application includes a replat to revise the previously approved plat. The replat application will be heard by the Village Council concurrently with the Site Plan Review. ZONING REVIEW M-U Zoning REQUIRED BY CODE PROPOSED COMMENTS District Minimum Lot 3,200 square feet 1.05 acres In compliance Size 45,600 sf. Minimum Lot 40 feet 240 ft. In compliance Width Setbacks Front Yard Main Structure: 20 ft. In compliance Commercial: 0 ft. Rear Yard Main Structure: 89.8 ft. In compliance Commercial Where commercial abuts Residential: 10 ft. Department of Community Development —Staff Report— Mastroianni Family Office SPR 1-21 5 Page 159 of 488 Agenda Item #11. Side Yard - Main Structure: 25.5 ft. In compliance North Commercial Where commercial abuts commercial: 0 ft. Where commercial abuts residential: 7 ft. Side Yard - Main Structure: 20 ft. In compliance South Commercial Where commercial abuts commercial: Oft. Where commercial abuts residential: 7 ft. Lot Coverage Max Lot Coverage 29.1% In compliance Commercial For two or more lots or parcels in excess of the minimum sized lot under unity of title: 70% (33,274 sf.) Building Height The maximum building height allowed 49' 6" In compliance shall be four stories or 50 feet above average finish grade. Parking Sec. 78-705 (6): 59 spaces In compliance (6) Business and professional service, See parking analysis except for financial institutions: One on Page 2 space per 300 square feet of gross leasable area. (48 parking spaces required) Landscape Min 25% 37.0% In compliance Open Space 11,400 sf. 17,226 sf. Per Sec. 78-331 (h)(7): Pedestrian 5' sidewalks In compliance Sidewalks walkways must be a minimum of 5 ft. parallel to wide, parallel to roadways and a min of Canal Ct. & 4' from edge of roadway. Inlet Ct. Signage The application includes one monument sign, which complies with Village's Code Sec. 78-741 (2)(a) "Freestanding sign: Shopping centers within the C-1 neighborhood commercial district, as well as the commercial portions of mixed use districts shall be allowed one freestanding sign, not to exceed 60 square feet in area and not to exceed 16 feet in height from finished grade and having a minimum setback of ten feet in accordance with section 78-739. Landscaping and irrigation at the base of any such signage shall be required by the community development director, or may be required by the planning and zoning advisory board pursuant to subsection 22- 53(b), or shall be recommended by the planning and zoning advisory board and required by the village council as part of the site plan review process as established in article IX, division 2 of this chapter, as applicable." Department of Community Development —Staff Report— Mastroianni Family Office SPR 1-21 6 Page 160 of 488 Agenda Item #11. The Applicant is proposing a monument sign that is 7'-8" in height, and the sign copy area is approximately 23 sf. See drawing SP-2 that provides the following information: square footage, material, color, and font. 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. Matthew Hammond, P.E., Village of Tequesta Utility Director. Development Phases Infrastructure and building will be developed in one phase. Agency Approvals Per Division 2, Sec. 78-331 (g), the Applicant provided agency letters and statements as follows: 1. Palm Beach County Health Department. Applicant provided statement 2. Tequesta Fire -Rescue Department (Fire Marshal). Applicant provided statement 3. Loxahatchee River Environmental Control District (ENCON). LETTER PROVIDED 4. Department of Environmental Resources Management (DERM). N/A 5. South Florida Water Management District (SFWMD). Applicant provided statement 6. Florida Department of Transportation (FDOT). Applicant provided statement "Response: The permit [PBC Right-of-way Permit] is in review and we hope to receive comments within 30 days." 7. Reserved. N/A 8. Metropolitan Planning Organization of Palm Beach County (MPO). N/A 9. Palm Beach County Traffic Engineering Division. LETTER PROVIDED 10. Martin County Metropolitan Planning Organization. N/A 11. Martin County Traffic Engineering Department. N/A 12. Florida Power & Light Company. LETTER PROVIDED 13. Telephone service provider, as applicable. LETTER PROVIDED 14. Solid waste purveyor. LETTER PROVIDED 15. Tequesta Water Department. LETTER PROVIDED FIRE SAFETY REVIEW Captain William Newbern, Village of Tequesta Fire Captain, as a 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 Fire Safety Department. BUILDING DEPARTMENT REVIEW The Village of Tequesta's Building Official, Mr. Jose Rodriguez, as a 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. Department of Community Development —Staff Report— Mastroianni Family Office SPR 1-21 7 Page 161 of 488 Agenda Item #11. LAW ENFORCEMENT REVIEW Assistant Police Chief Jim McGrew, as part of the Development Review Committee, provided comments that have been addressed by the Applicant. LANDSCAPE REVIEW See attached final review letter from Mr. Stephen Parker, RLA, and Village of Tequesta Landscape Architect Consultant. TRAFFIC ENGINEERING REVIEW Please see attached final review letter from Mr. William Grieve, P.E. from McMahon Associates, Inc. SEWER, DRAINAGE AND WATER REVIEW Mr. Matthew Hammond, P.E., Village of Tequesta Utility Director provided comments that have been addressed by the Applicant. Please see attached review letter. Further review will be conducted at the time the Applicant submits construction drawings for permitting. V. FINAL REMARKS This development application met the requirements set on Section 78-334 notice of hearing. The notice of hearing was advertised in the Palm Beach Post on November 8, 2021. On August 12, 2021, the subiect Special Exception Use application was heard and approved by Council (4-0) with conditions (see attached Development Order SEU 2-21): The Planning & Zoning Board recommended approval of the site plan review at the November , 2021 meeting, by 3-2 vote. The subiect recommendation included conditions presented on Daae 7 of this resort. 1. It is understood and agreed by the Applicant that this special exception use approval is limited to 14,342.4 square feet of Gross Leasable Area of Professional Office Space. Any future increase to this amount of Gross Leasable Area shall require the Applicant to apply for a modification of this special exception use approval subject to Village Council approval. 2. It is further understood and agreed by the Applicant that as approved, the site contains sufficient off-street parking to permit a modification to this special exception use approval of an additional 3,300 square feet of Gross Leasable Area of Professional Office Space. In the event that more than 3,300 square feet of additional Gross Leasable Area is applied for in the future, the Applicant shall be required to obtain, in addition to a special exception use modification, accommodation for any required additional off-street parking." In addition, Staff is recommending the following easements be terminated/abandoned by FPL as condition of approvals to the Site Plan approval: o FPL Easement (ORB 15909/1690) o FPL Easement (ORB 15909/1692) o FPL Easement (ORB 15909/1694) o FPL Easement (ORB 15909/1696) Department of Community Development —Staff Report— Mastroianni Family Office SPR 1-21 8 Page 162 of 488 f Ar_ i xie Agenda Item #11. FILED: Village of Tequesta ORDER OF THE VILLAGE COUNCIL Date: 21 VILLAGE OF TEQUESTA Time: REQUEST FOR SPECIAL EXCEPTION APPROVAL CASE NO.: SEU 2-21 IN RE: MASTROIANNI FAMILY HEADQUARTERS LLC, Owner Gentile, Glas, Holloway, O'Mahoney & Associates Inc., Applicant PROPERTY LOCATION: 691 N. US Highway 1, Tequesta, FL 33469 LEGAL DESCRIPTION: PELICAN SQUARE TR A K/A COMMON AREA, STORM WATER DRAINAGE, PARKING & RECREATION PARCEL CONTROL NUMBERS: 60-43-40-30-64-001-0000 REQUEST: Special Exception Use (Business Service) to build a four (4) story, 33,274 sq. ft. office building. The application includes a landscaping plan, one (1) monument sign, and other site improvements. The address of the property is 691 N. US Highway 1, Tequesta, Florida 33469. ORDER GRANTING SPECIAL EXCEPTION USE 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 TEQUESTA VILLAGE COUNCIL FINDS AS FOLLOWS: 1. The subject property is located in the MU (Mixed Use) Zoning District in the Village of Tequesta. 2. The Applicant submitted all documents required by the Village's Code of Ordinances for Special Exception review and final action. 3. The application and all supporting documentation and presentation materials as reviewed by the Village Council at its August 12, 2021 meeting, and as kept on file by the Village, are made a part hereof and are hereby incorporated by reference. 4. According to section 78-180(i)(14) of the Official Zoning Ordinance of the Village of Tequesta, Business Services over 5,000 sq. ft. are permitted as a special exception use in the MU Zoning District upon approval by the Village Council. 5. The Applicant has applied for a special exception use approval to build a four (4) story, 33,274 sq. ft. office building, thus allowing for Business Services in excess of 5,000 sq. Page 1 of 3 Page 164 of 488 Agenda Item #11. ft. of Gross Leasable Space. as all described in the supporting documentation and presentation materials. 6. Under the Village Code of Ordinances, the Village Council has the right, power and authority to act upon the Applicant's request. IT IS THEREUPON CONSIDERED, ORDERED AND ADJUDGED BY THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA, FLORIDA, AS FOLLOWS: The application for Special Exception No. SEU 2-21, build a four (4) story, 33,274 sq. ft. office building, with landscaping plan, one (1) monument sign, and other site improvements as all described in the supporting documentation and presentation materials at the above -referenced property in the Village of Tequesta, Palm Beach County, Florida, in accordance with the application and other materials reviewed and considered by the Village Council and attached to this order as Exhibit A is hereby APPROVED. The following conditions of approval shall apply hereto: 1. It is understood and agreed by the Applicant that this special exception use approval is limited to 14,342.4 square feet of Gross Leasable Area of Professional Office Space. Any future increase to this amount of Gross Leasable Area shall require the Applicant to apply for a modification of this special exception use approval subject to Village Council approval. 2. It is further understood and agreed by the Applicant that as approved, the site contains sufficient off-street parking to permit a modification to this special exception use approval of an additional 3,300 square feet of Gross Leasable Area of Professional Office Space. In the event that more than 3,300 square feet of additional Gross Leasable Area is applied for in the future, the Applicant shall be required to obtain, in addition to a special exception use modification, accommodation for any required additional off-street parking. Please note: ■ The term Applicant(s) as used here shall include all successors and assigns. ■ The Applicant's special exception approval shall expire in twelve (12) months unless a building permit has been obtained, preliminary site plan or plat approval has occurred, or other significant action to satisfy the requirements of this approval have occurred in accordance with Sec. 78-368. Page 2 of 3 Page 165 of 488 Agenda Item #11. DONE AND ORDERED THIS I% DAY OF AUGUST, 2021. vJ\ n� rY 1w) LORI McWILLIAMS, MMC VILLAGE CLERK MAYOR FRANK D'AMBRA, III, VILLAGE OF TEQUESTA C�O� ORgTF SEAL INCORPORATED Page 3 of 3 Page 166 of 488 Agenda Item #11. Lance Lilly From: Jose Rodriguez Sent: Wednesday, June 30, 2021 8:58 AM To: Lance Lilly Subject: RE: TEQUESTA OFFICE BLDG - resubmittal review required Review completed, no comments. Thank You Jose Rodriguez, BCA, MCP 345 Tequesta Drive Tequesta Florida 33469 561-768-0511 From: Lance Lilly <Ililly@tequesta.org> Sent: Tuesday, June 29, 2021 10:50 AM To: 'Ebersole, Trent' <tebersole@mcmahonassociates.com>; Lercari, Natalia<nlercari@mcmahonassociates.com>; Grieve, William<wgrieve@mcmahonassociates.com>; Jose Rodriguez <jrodriguez@tequesta.org>; Gustavo Medina <gmedina@tequesta.org>; James McGrew <jmcgrew@tequesta.org>; James Trube <jtrube@tequesta.org>; William Newbern <wnewbern@tequesta.org>; steve@pydg.com; Matthew Hammond <mhammond@tequesta.org> Cc: Lynne Britt <Ibritt@tequesta.org>; Tessa McKay <tmckay@tequesta.org>; Nilsa Zacarias <nzacarias@tequesta.org> Subject: TEQUESTA OFFICE BLDG - resubmittal review required Good Morning DRC Members, Community Development has received the resubmittal for the proposed "Tequesta Office Building" (former Pelican Square site). As part of the Development Review Committee, you will be received the resubmittal, which was submitted by the applicant (for Water, Building, Police and Fire Safety, the package has been left on the incoming mail box in the kitchen or physically delivered to your department. In addition, we will be uploading the digital files to the BS&A system, so you can also do your review on the digital files. We will also up load into their FTP sites for our consultants. Please review and provide us with any comments you may have by next Friday, July 9, 2021. If you cannot provide your comments by the 91", please let us know. Department of Community Development Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469 (561)401-9459 Page 167 of 488 Agenda Item #11. Village of Tequesta Department of Fire -Rescue Services ve 357 Tequesta Drive OFT F& +0 561-768-0500 Tequesta, FL 33469 * df * www.tequesta.org Iva S James Trube, Fire Chief DATE: August 16, 2021 TO: Nilsa Zacarias, Community Development Director CC: Lance Lilly, Planner FROM: Captain William Newbern, Plan Reviewer vV SUBJECT: Follow up DRC Review for 691 N. US Highway 1 (Mastroianni Family Office Building) The following comments are based on a second DRC Review of the proposed building located at 691 N. US Highway 1 (Mastroianni Family Office Building). 1. The applicant has responded acceptably to all comments contained in the preliminary Fire Department DRC Review letter dated May 13, 2021. 2. The applicant's representative communicated with Tequesta Fire Rescue recently concerning a possible change relating to the vehicles displayed on the second floor of the building. Specifically, the representative indicated that the owner was considering a change in the method of moving vehicles in and out of the display area by driving them instead of pushing the vehicles or utilizing dollies to move them. The representative was informed that this change may significantly alter the fire and life safety code requirements for the building. This submittal does not indicate any of the aforementioned changes related to this situation. The above statement from Tequesta Fire Rescue pertaining to this stands. If the applicant intends to pursue any changes, such changes shall be required to comply with the appropriate code requirements contained within the Florida Fire Prevention Code, NFPA 1, and NFPA 101. Detailed information relating to the display, movement, and operation of these vehicles shall be identified in writing during the Plan Review process. Vice -Mayor Kyle Stone Mayor Abby Brennan Council Member Laurie Brandon Council Member Frank D'Ambra Council Member Bruce Prince Village Manager Jeremy Allen Page 168 of 488 Agenda Item #11. To: From CC: Date: Re: Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469 Lance Lilly - Planner 561-768-0700 www.tequesta.org Matthew Hammond — Utilities Director Nilsa Zacarias —Community Development Director July 12, 2021 Mastroianni Family Office — Utilities Development Review The Utilities Department has reviewed the proposed site plan for the Mastroianni Family Office project for conformance with utility requirements. The review included the following documents: • Response Letter by Gentile, Holloway, O'Mahoney & Associates dated June 23, 2021 • Site Development Plan for Mastroianni Family Office by Gentile, Holloway, O'Mahoney & Associates dated June 23, 2021 (Sheets SP1) • Construction Plans and Specifications for Mastroianni Family Office by Jeff H. Iravani, Inc. signed and sealed June 22, 2021 (Sheets C1— C11) • Landscape Development Plan for Mastroianni Family Office by Mastroianni Family Office by Gentile, Holloway, O'Mahoney & Associates dated June 23, 2021 (Sheets LP1) • Drainage Statement by Jeff H. Iravani, Inc. signed and sealed June 21, 2021 • Potable Water Statement by Jeff H. Iravani, Inc. signed and sealed June 21, 2021 Based on the review of the above the following comments are offered: Site Plan 1) No Comments. Construction Plans and Specifications 2) Sheet C-3: The proposed bubble -up outflow discharges into Palm Beach County right-of- way and stormwater system. Provide written confirmation from Palm Beach County that the receiving storm system is capable of accepting the proposed discharge. The Palm Beach County ROW permit for the stormwater discharge shall be transmitted upon receipt. 3) Sheet C-4: If Loxahatchee River District will be owning and maintaining the lift station a separated water service to serve the lift station will be required. Addressed. Vice -Mayor Kyle Stone Mayor Frank D'Ambra, III Council Member Laurie Brandon Council Member Bruce Prince Council Member Molly Young Village Manager Jeremy Allen Page 169 of 488 Agenda Item #11. 4) Sheet C-8: No thrust blocks are permitted. Thrust restraint shall be by restrained joints only. Addressed. Landscape Plan 5) Please install root barriers between proposed gumbo limbo trees and right-of-way line. Addressed Drainage Statement 6) Provide confirmation that proposed stormwater system is designed to maintain 95 percent of all stormwater runoff on -site [Ch 62-62(3), 66-16(g)(3), 78-331(h)(3)] Addressed Potable Water Statement 7) No Comments. Page 170 of 488 Agenda Item #11. TRANSPORTATION ENGINEERS & IF-McMAHON ni nniite400McMahon Associates, Inc. 2090 Palm Beach Lakes Boulevard, Suite 400 West Palm Beach, FL 33409 P. 561.840.8650 mcmahonassociates.com TECHNICAL MEMORANDUM TO: Nilsa Zacarias, AICP Village of Tequesta CC: R. Trent Ebersole, P.E. Natalia T. Lercari, P.E., LEED McMahon Associates, Inc. FROM: William A. Grieve, P.E. McMahon Associates, Inc. SUBJECT: Tequesta Office Building (a.k.a. Mastroianni Family Office) - Site Plan Review McMahon Project No. M11172.19 DATE: September 2, 2021 McMahon Associates, Inc. (McMahon) has completed a review of the following: 1) Justification Statement, prepared by Gentile Glas Holloway O'Mahoney & Associates, dated April 30, 2021 (revised July 30, 2021), 2) Traffic Impact Statement, prepared by Simmons & White, dated April 26, 2021 (revised July 20, 2021), 3) Site Plan, prepared by Gentile Glas Holloway O'Mahoney & Associates, dated April 30, 2021 (revised July 30, 2021), and 4) Construction Plans & Specifications, prepared by Jeff H. Iravani, Inc., dated February 3, 2021 (revised June 15, 2021) All of McMahon's comments have been satisfactorily addressed. McMahon has no further comments. If you have any questions, please feel free to contact me. Sincerely, William A. Grieve, P.E. Project Manager WAG/cec F:\FL\11172M_Village_Of_Tequesta_TransportationServices\11172M_19_TequestaOfficeBuilding\Correspondence\Comments\TechMemo_Tequesta Office Buildi ng_090121.docx Engineering I Planning I Design I Technology Transportation Solutions Building Better Communities Page 171 of 488 Agenda Item #11. Lance Lilly From: Sent: To: Subject: Yes. This will be good. Thankyou James McGrew Monday, August 2, 2021 2:07 PM Lance Lilly RE: dumpster - TEQUESTA OFFICE BUILDING From: Lance Lilly <Ililly@tequesta.org> Sent: Monday, August 2, 2021 2:04 PM To: James McGrew <jmcgrew@tequesta.org> Subject: dumpster - TEQUESTA OFFICE BUILDING Good Afternoon Asst. Chief McGrew, Please see the below drawing pertaining to your concerns of the dumpster screening. The applicant has included slats to allow visibility inside the dumpster. 10 %, 31 (min--WtArre,&j'Af�r��s} Front Elevaton Dumpster Enclosure Detail 'Qrw Please let me know if this satisfies your concerns. Thank you, Q�Ww -+ Department of Community Development Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469 (561)401-9459 I nf- le 41!mmnsiom to he 8 M IN. - aflo,x10'(W/9 sopen) 5tII&O C85 wail, beer C0101 to match J-'Idq. Black Ahim. gates with open slats to allow foa ri!1iWity lotto endmue Concrete pad i Page 172 of 488 Agenda Item #11. EE-:•�� < <g�V Q'j®j QITII•r� M PARKER • YANNETTE design group, inc. MEMORANDUM TO: Nilsa Zacarias, AICP Lance Lilly Village of Tequesta Department of Community Development FROM: Stephen J. Parker, ASLA DATE: August 25, 2021 RE: Mastroianni Family Office I have reviewed the landscape plan for the Mastroianni Family Office, as prepared by Gentile Holloway & O'Mahoney & Associates, dated 8/23/21, and approve the plan as submitted. Please contact me with any questions. Sincerely, Steph Par , ASLA SJ P/cy LANDSCAPE ARCHITECTURE • PLANNING • GRAPHICS 4425 Military Trail Suite 202 Jupiter, Florida 33458 561/747-5069 Lic. # LA-0001 ' age 173 of 488 Agenda Item #11. Village 345 Tequesta Drive Tequesta, FL 33469 4/28/2021 Alec R. Dickerson —Senior Planner of Tequesta 7. Gentile Glas Holloway O'Mahoney & Associates, Inc. 1907 Commerce Lane, Suite 101 Jupiter, FL 33448 561-768-0700 www.tequesta.org RE: Mastroianni Family Office — 691 N US HIGHWAY 1- Service Availability Dear Mr. Dickerson, This letter confirms that the referenced property is located within the Village of Tequesta Potable Water Utility Service Area. The Village of Tequesta Public Water System has available system capacity to serve the 14,811+/- square foot proposed professional office building. Offsite improvements may be required to serve the proposed development based on the final design. A GIS figure of the known Village infrastructure is attached for your reference (note the sanitary sewer infrastructure are owned and operated by the Loxahatchee River District). The piping depicted in this figure are pictorial in nature only and may not be in the exact locations shown. Please note that this letter does not constitute a commitment for service until final design is approved by the Village of Tequesta Utilities Department. Sincerely, Matthew Hammond Utilities Director Vice -Mayor Kyle Stone Mayor Abby Brennan Council Member Laurie Brandon Council Member Frank D'Ambra Council Member Bruce Prince Village Manager Jeremy Allen Page 174 of 488 Agenda Item #11. Matroianni Family Office 4/28/2021, 3:54:18 PM 1:1,128 0 0.01 0.01 0.03 mi © Fire Hydrants Sanitary Sewer Lateral 0 Potable Water Valves Sanitary Sewer Gravity Main 0 0.01 0.03 0.05 km Potable Water Main Sanitary Pressurized Main Sanitary Sewer Manhole Palm Beach County - Service Area Parcels Potable Water Service Boundary Esri, HERE, Garmin, PC, State of Florida, Maxar, Microsoft Sanitary Sewer Low Pressure Station PaglQ,ej T5,,Qfa4$$ State of Florida, Maxar, Microsoft I Esri, HERE, Garmin, iPC Agenda Item #11. JEFF SABIN GOVERNMENT AFFAIRS WASTE MANAGEMENT INC. OF FLORIDA 7700 SE BRIDGE RD HOBE SOUND, FL 33455 PH: (772) 545-1327 MOBILE: (772) 263-0017 June 4, 2021 Alec Dickerson Gentile, Holloway, O'Mahoney & Associates, Inc. 1907 Commerce Lane, Suite 101 Jupiter, FL 33458 Re: 691 US Highway 1, Tequesta, Florida Mr. Dickerson: Please find this letter in response to your request for confirmation of service availability for the above location. Waste Management of Martin County can adequately accommodate the prescribed services at this location as provided for in our Solid Waste and Recyclable Materials Collection Services Agreement with Palm Beach County. We appreciate the opportunity to service this location and look forward to working with the developers and builders in making it an environmentally friendly project. If you have any questions or concerns, please contact Sales Manager Robert Holden at 561-662-9988, or me at 772-263-0017. JEFF SABIN Government Affairs Cc: Robert Holden Page 176 of 488 Agenda Item #11. 1R01144f r l P OZ Off' 1971y, D. Albrey Arrington, Ph.D. EXECUTIVE DIRECTOR LOXAHATCHEE RIVER DISTRICT &644Pley,50 Oevwo-, 197/-ZOZ/ April 30, 2021 Stephen B. Rockoff Mastroianni Family Headquarters LLC CHAIRMAN 115 Front Street, Suite 300 Jupiter, FL 33477 Gordon M. Boggie Re: Mastroianni Family Office BOARD MEMBER 691 N. US Highway 1, Tequesta, FL To Whom It May Concern: Dr. Matt H. Rostock BOARD MEMBER This letter is provided in response to a recent request by Alec R. Dickerson, of Gentile, Holloway, O'Mahoney and Associates, Inc., concerning sanitary sewer service availability for the subject property. Harvey M. Silverman BOARD MEMBER Please be advised that this property has one low pressure sewer service. Should you require additional information on this matter, please contact District James D. Snyder Engineering Department at (561) 747-5700 Ext. 4052 BOARD MEMBER Very truly yours, Kris'Dean,`P-. Deputy Executive Director/Director of Engineering Services Cc: Alec@2gho.com M:\ENGINEER\FORMS\SEWER AVAILABILITY LETTERS\_mastroianni_20210430_sewer availability letter.dou 2500 Jupiter Park Drive Jupiter, Florida 33458 TEL: (561) 747-S700 FAX: (561) 747-9929 loxahatcheeriver.org Water Reclamation - Environmental Education - River Restoration Page 177 of 488 Agenda Item #11. Department of Engineering and Public Works P.O. Box 21229 West Palm Beach, FL 33416-1229 (561)684-4000 FAX: (561) 684-4050 www.pbcgov.com ■ Palm Beach county Board of County Commissioners Dave Berner, Mayor Robert S. Weinroth, dice Mayor Maria G. Marino Gregg B. Weiss Maria Sachs Melissa McBinlay Mack Bernard County Administrator Verdenia C. Baker An Equal OWortunity Affirmative Rstion Employer". May 12, 2021 Bryan G. Kelley, P.E. Simmons & White, Inc. 2581 Metrocentre Blvd., Suite 3 West Palm Beach, FL 33407 RE: Mastroianni Family Office Project #: 210504 Traffic Performance Standards Review Dear Mr. Kelley: The Palm Beach County Traffic Division has reviewed the Mastroianni Family Office Traffic Impact Statement, dated April 2+6, 2021, 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: Tequesta Location: SEC of Canal Ct and US-1 PCN: 60-43-40-30-64-001-0000 Access: Access driveway connections onto Canal Ct and onto Inlet Ct As used in the study and is NOT necessarily an approval by the County through this TPS letter Existing Uses: Vacant Proposed Uses: General Office = 14,811 SF New Daily Trips: 149 New Peak Hour Trips: 36 (31/5) AM; 15 (3/12) PM Build -out: December 31, 2026 Based on the review, the Traffic Division has determined that the proposed development meets the Traffic Performance Standards of Palm Beach County. Please note the receipt of a Traffic Performance Standards (TPS) approval letter does not constitute the review and issuance of a Palm Beach County Right -of - Way (RIW) Construction Permit nor does it eliminate any requirements that may be deemed as site related. For work within Palm Beach County RIW, a detailed review of the project will be provided upon submittal for a RIW permit application. The project is required to comply with ail Palm Beach County standards and may include RfW dedication. No building permits are to be issued by the Village after the build -out date specified above. The County traffic concurrency approval is subject to the Project Aggregation Rules set forth in the Traffic Performance Standards Ordinance. The anUroval letter shall be valid no lonaer than one near from date of issuance unless an application for a Site Specific Development Order has been approved an applicat on for a Site Specific Development Order has been submitted, or the annrntiai letter has been superseded by another approval letter for the same ro eM. printed on sustainable and recycled paper Page 178 of 488 Agenda Item #11. Bryan G. Kelley, P.E. May 12, 2021 Page 2 , If you have any questions regarding this determination, please contact me at 561- 684-4030 or email QBari@pbcgov.org. Sincerely, Quaai Bari, P.E., PTOE Manager —Growth Management Traffic Division QB:IIA:rb cc: Addressee Nilsa Zacarias, 'Village Planner, Village of Tequesta Hanane AM, E.I., Project Coordinator II, Traffic Division Steve Bohovsky, Technical Assistant 111, Traffic Division File! General - TPS - Mun - Traffic Study Review F-ITRtAFFIOHA1MUNICIPALITIES1APPROVALS120211214504 - MASTRCNANNI FAMILY OFFICE.DOCX Page 179 of 488 Agenda Item #11. Florida Power& Light Company FPL April 28, 2021 To: Gentile I Holloway I O'Mahoney & Associates, Inc. 1907 Commerce In, Suite 101 Jupiter, Florida 33458 Re: 691 US Highway 1, Teq uesta Dear Customer: This is to confirm that, at the present time, FPL has sufficient capacity to provide electric service to the above captioned property. This service will be furnished in accordance with applicable rates, rules and regulations. Preliminary analysis of your request has indicated that a line extension will be required and will most likely require a Contribution in Aid of Constructionto be paid in orderto provide service. Please provide the final site plan, site survey and electrical load data as soon as possible so the necessary engineering can begin. Early contactwith FPL is essential so that resources may be scheduled to facilitate availability of service when required. Sincerely, Trevor Buys Associate Engineer a NEXTera ENERGY Company Page 180 of 488 Agenda Item #11. TEC PARTNERS VIA Email: aleck2ghoxom April 30, 2021 GENTILE HOLLOWAY OWAHONEY & Associates, Inc. 1907 Commerce Lane, Suite 101 Jupiter, Florida 33458 Attn: Alec Dickerson RE: Mastroianni Family Center TECO Peoples Gas has natural gas service in the vicinity of the above -mentioned property and we welcome the opportunity to service your client with natural gas. The typical average daily energy demands can not be determined until we have more information about your client's gas equipment. Please ask your client to call us with that information. A site plan is required for us to indicate our existing facilities and projected future facilities intended to service the project. In the meantime, should you need further assistance you can contact Sherry Horton by calling 772-216-9622. Sincerely, Sherry Horton Sherry Horton Account Manager TECO Peoples Gas Palm Beach & Martin Counties SH Page 181 of 488 Agenda Item #11. Mastroianni Family Office Tequesta, Florida =ZIA Aerial Location Map Agenda Item #11. VILLAGE OF TEQUESTA Department of Community Development 345 Tequesta Drive Tequesta, Florida 33469 ?h: 561-768-0451 / Fax: 561-768-0698 WVM'Aequesta.org APPLICATION FOR SITE PLAN REVIEW DRC PLANNING & ZONING BOARD ❑ Meeting Date: VILLAGE COUNCIL Meeting Date: INSTRUCTIONS TO APPLICANTS: ------------------------1 i DEPARTMENTAL USE ONLY i Ck. q ' 1 Fee Paid: ' I ' Intake Date: ; 1 � 1 1 1 ' PROJECT g: 1 � I 1 1 � 1 � 1 L------------------------.. 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-1A and R-1, must be reviewed by the Planning & Zoning Board. The Planning & Zoning Board meets the thin/ 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: Mastroianni Family Office PROJECT ADDRESS: 691 US Highway 1, Jupiter, FL 33458 DESCRIPTION OF PROJECT: Site Plan Approval for a Corporate office Building Property Control Number (PCN), list additional on a separate sheet: 60434030640010000 Estimated project cost: Over $200,000 Property Owner(s) of Record: MASTROIANNI FAMILY HEADQUARTERS LLC Address: 115 FRONT ST STE 300, JUPITER, FL 33477 Phone No.: Fax No.: E-mail Address: paul@acdofsouthflorida.com Applicant/Agent (if other than owner complete consent section on page 3): Name: 2GHO, Inc. - Troy Holloway, and Alec Dickerson Address: 1907 Commerce Lane, Suite 101, Jupiter, FL 33458 Phone No.: 561-575-9557 Fax No.: 561-575-5260 E-mail Address: troy@2gho.com, alec@29ho.com Page 183 of 488 Agenda Item #11. A) ZONING DESIGNATION Mixed Use C) Existing Use(s) Vacant D) Proposed Use(s), as applicable Professional Office exceeds 5000 sf) II. LAND USE & ZONING B) FUTURE LAND USE DESIGNATION Mixed Use 1 Ill. ADJACENT PROPERTIES Name of Business/ Land Use Zoning Existing Use(s) Approved Uses) ......._. .. Subdivision Designation Designation Design NORTH Phoenix Health Commercial iEAST C-2 ----------- ------------ , Office SOUTH Avis/Bud et Rental gI --_ _ ----- — Commercial — ..-. Car Rental Facility ..............-•—•-------- C-2 - Single Family :MR-5, PBC IRS, PEIC residential I WEST - - - - -- Tequesta Trace j MU IMU - -------- ----•---------- -- -- ALF 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. See Justification Statement Page 184 of 488 Agenda Item #11. V. owaal NWUCMTACKH 0WWC6WEI NWcaII W CMUM statement (to bs enmpMW tl owner is using aft mart) 1/we, the owma, hereby give consent to 2GH0. Inc to act on my/our behtif to submit this applicetlon, all required material and documents, and attend end MPnhrsant mpAus at all meetings and public hearings pertaining to the applikation and Property I/we own described In the application. By aWng this dQ00 tent, l%we afiirm that i/we understand and will cO nply with the W wlsions and regulatlons of the Vilage of TOCIU 6 FJorldo Code of Ordinances. Ilwe further aw* that ale of the Information contained in this appikatbn and *the documentation PubmlKed is true to the best of my/our knowledge. M)Wfotr .I Fah ly , .epd^.,uartere, LLC 2QW - RL Troy Holbway f3hhlper' .ti.:u 401,.a p fi ApplicanW114gaM'15iW e(plane prlMi .>..:arsSignsiuro App0ci&YAgene's Sign, tune M40M Date —: Date VI. AthK=TMN FMIS �I) Pm'q**00= Mefty. A Pr"Pplkatlon submittal meeting shall be Mid with the owner and/or applicant and WOW design team and the oommunity dahrebpment director and hb/har dmk4xnent staff. Il A S31f0.tlb tars applias. Mvkaur by fhe on"prrmt ftWow tbenmithe OM The COMmunftV Dah►elopment Director or designee shag submit such apPikation for departmental staff and consultant review within 30 days of receipt of a completed application. M a d400A0 fee s wee (3) Rita by flint Ptlwenkg andII MME 9ooraL The Community bavabpment Director or de Ikatlon for Plan signed dull submit such apP Planning end Zoning Board re+►lew witMn 4S days of tece�t of a completed applledtlop, is e Ilse (Jlnof opprovad) OR a $500.00 fee (mcorrYnerdatlan to tl *e CNWI J Own (4) Review OF Nfte Chunci Within 45 days of review by the Plenning and Zoning Board, the Community D"Wnar t DlrectOr or designee shelf then submit such application. Induding the recommendations of Ow Planting and Zoning Board, for Village Council review. Mil $80aAp fees Pius an WhUtlond be based an the estbsutW Cost of work aPpAes. To ofva as addkmnd adnanbtrauw cm vdW or waled, hooding, Out not n I- sa e�nsahle !� amPAM Ass and spe 1-1 guft tto appamnt pull campetssts tha hill for alsadh wo pdor to the pmeamnS d the RWHa m or act later thin 80 days arts, taw W kaeon ePPast T Aklmvar b detarmihhnd as approprAna by We mk0e. PmiwelDmate Rich paymh>nt may b, .,, a musfor notissutna s bWdt or w deg porn% anakate dohehipanhy Casa a %M BdvWddmg , c iv ` hnllnV W edha pubic notices mgWmmanr she the M"ns&ft or the q*kM 4 the iae hdW' be paid Ortb n ' Jlovtton 6dnl aghadrktd for a phl�lc haahiug nhandhtha aadee S'ln,ture to AdQInlNlet�ga Page 185 of 488 Agenda Item #11. 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) 21x17 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 1V, 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 point chips, as well as a sample of the support materials (i.e., canvas, wood, metal, etc.) be provided. 4) One (2) 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: AM renderings, models, drawings, photos, etc., will become the property of the Village of Tequesta. Pre -application meeting APPLICATION SUBMITTAL DEADLINE Deadline is 45 business days prior to P&Z Meeting date DRC Meeting Held within 2 weeks of application submittal 1 DRC comments provided to Applicant within 1 week of DRC meeting 1 Re -submit application Deadline is 2 weeks following receipt of ------- DRC comments 4 Planning & Zoning Board Meeting — recommend approval (31 Thursday of each month) 1 Village Council Meeting —final approval (2nd Thursday of each month) Page 186 of 488 Agenda Item #11. Vill. 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 ---....... -................................ —---- --- - Total number of units (multi -family) -------.-.................... _------- -- ---- — --... — Total square feet of each primary structure Total square feet of accessory structures Total footprint of each building in sq ft & % ------------------............ ......... ---------- -- Overall mean building height & number of stories ------------------------ -------------- — - —_ —_ Finished floor elevation for all structures Total project density in units per acres, if applicable Total proposed off-street parking spaces Height and location of proposed fences and/or walls ----------------------------........... ......... — ...........� - -- - - Proposed drive aisle width Proposed sidewalk width 1.05ac; 45,600 sf NA One Structure - 33,274.1 sf --------------------------------------------------- NA see above 4 stories; 49'6" 14.0' NA ------------------------------------------------------------- 59 ---------------------------------------------------------- 6' wall existing (east prop line) 25' drive aisle 5' Conc Walk 5 Page 187 of 488 Agenda Item #11. c. Provide site data and setbacks: Lot coverage Impervious area I Open space area TOTAL SQ FT 113,295sf — I228,374sf 17,226sf PERCENT (%) OF SITE �% 63.0% �37% ---�__ i Front ': Side i Side Rear Primary structure —--—----� 20 North - 25.5 South - 20 89.8 Accessory structure NA NA NA NA 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. L 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 Page 188 of 488 Agenda Item #11. 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: i Required Provided I Number of trees (including percent native) Number of shrubs (including percent native) Amount of groundcover (including percent native) Total percent of native vegetation ARCHITECTURAL PLANS 34 NA incl. shrubs-grdcovers 50% 44 NA 50.7%(1,241 of 2,447) 50.2% (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 Page 189 of 488 Agenda Item #11. (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) L Palm Beach Traffic Engineering Division j. Martin County Metropolitan Planning Organization k. Martin County Traffic engineering Department 1. 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. Page 190 of 488 Agenda Item #11. May 27, 2021 Village of Tequesta Department of Community Development 345 Tequesta Drive Tequesta, FL 33469 RE: Mastroianni Family Office To Whom It May Concern: This letter is to serve as permission for 2GHO, Inc. to act as the agent to prepare and submit documentation and attend all.meetings pertaining to the property as above des , as it ;relates to all governmental applications to be filed within the Village of sta. j Sincere-(�, Si a Nicholas A. Mastroianni II, Authorized Signatory Print Name & Title STATE OF Q COUNTY OF C I hereby certify on the I -f�- day of 7U rU , 2021, I )1 h D 1 Q ! p . (A d I jfrea h n i 27 personally appeared before me and produced identification, or is personally known to me, to be the person described herein and who executed the foregoing instrument. Witness my hand and official seal in the state and county, the day and year aforesaid. An� 14-t Nb* SL Angelo t Notary Public Notaryc state of Florida s 9102 Comm# HH072127 Commission Expires: fa' j ql a as y 'xPlres 12/14/2024 Page 191 of 488 Agenda Item #11. C-1= N 2021 0124467 Prepared by and return to: Timoth K. Anderson Attorne t Law La i of Timothy K. Anderson 480 ood Drive Suite 5 561-744 File Numb 0-1060.141 Will Call No.: o [Space Above This Line For Recording Data] ® Warranty Deed RECORDED 03/19/2021 15 - 29.43 AM 1 a 45fj Y O00.00 Doc Stamp 10Y150.00 Palm Beach Count9 y Florida :Joseph AbruzzorC:lerl. P9s 122,3 - 1.224°s (2pss) This Warranty Deed de this 17th day of March, 2021 between 691 Tequesta, LLC, a Florida limited liability company whose post offidress is 3001 PGA Blvd. #305, Palm Beach Gardens, FL 33410, grantor, and Mastroianni Family Headquarters, LL „a -Delaware limited liability company whose post office address is 115 Front Street, Suite 300, Jupiter, FL 33477, gra e. (Whenever used herein the terms "gra x d "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assign of Wrations, trusts and trustees) Witnesseth, that said grantor, for nsideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to s ' ntor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the i rantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Palm Beach Corida to -wit: All of the Plat known as Pelican S e, according to the map or plat thereof as recorded in Plat Book 130, Page 1, Public Records o Beach County, Florida. Parcel Identification Number: 60-43-40--001-0000 and 60-43-40-30-58-002-0000 and 60-43-4 - 03-0000 and 60-43-40-30-58-004-0000 Subject to taxes for 2021 and subsequent years; covenants, conditions, restrictions, easements, reservations and limitations of record, if any. Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2020. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. DoubleTime® Page 192 of 488 Agenda Item #11. Book32299/Page1224 CFN#20210124467 Page 2 of 2 Signed, sealed and delivered in our presence: 691 Te uega, LLC, a Florida limited liability company By: James . ko, Manager State of Florida County of Palm Be The foregoing instrum`�it was acknowledged before. me by means of [X] physical res : ce or [j online notarization, this day of March, 202) ames J. Tufo, Manager of 691 Tequesta, L C, a Flo d' 1 ite d liability company, on behalf of the company, who [ is p onally known to me or [X] has produced iver's li nse s identification. [Notary Seal] �LU�-' Notary Public TIMOTHY K. V 06 7 Printed Name: %/► �� -� MY COMMISSION EXPIRES: Septembe D Bonded Thru Notary Public nd lets My Commission Expires: / O Warranty.Deed - Page 2 ubl Fg age M3 of 488 D030PM/S/PH FEATURES Cook for a crowd, with two ovens and twice the capacity Preheats faster and cooks more consistently across all racks due to its advanced Dual VertiCrossT" convection system Assures predictably delicious results with a variety of modes, including Convection Roast, Proof, and Dehydrate Prepares 50 popular dishes with the Gourmet feature that automatically adjusts cook times and temperatures Handles multiple dishes simultaneously with our largest capacity oven (13 percent larger) Insert a temperature probe to tell you exactly when it is done —and in gourmet mode, it will alert you the moment the dish is ready Uncomplicate cooking with innovative, interactive color touchscreen r ntrnlc Makes a statement with Wolf's iconic red control knobs Integrates beautifully into surrounding cabinetry with flush installation Ensures excellent visibility via three bright halogen lights and large, triple - panel -glass door windows Master your technique with tips and recipes from the Mastering the M series oven guide ACCESSORIES 30" Broiler Pan 30" Full -Extension Ball -Bearing Oven Rack 30" Premier Baking Sheet 30" Standard Oven Rack Bake Stone Kit Black Knobs Dehydration Kit Full -Extension Ball Bearing Rack Multi -Function Pan Oven Rack Set (3) Red Knobs Stainless Knobs Temperature Probe Accessories available through an authorized dealer. For local dealer information, visit subzero-wolf.com/locator. Specifications are subject to change without notice. This information was generated on April 1, 2021. Verify specifications prior to finalizing your cabinetry/enclosures. PRODUCT SPECIFICATIONS DIMENSIONS Model D030PM/S/PH Dimensions 29 7/8"W x 50 7/8"H x 23"D Oven 1 Interior 25 1/4"W x 17 1/2"H x 19 7/8"D Dimensions Oven 2 Interior 25 1/4"W x 17 1/2"H x 19 7/8"D Dimensions Overall Capacity 5.1 cu. ft. Usable Capacity 3.3 cu. ft. Door Clearance 21 3/8" Electrical Supply 240/208 VAC, 60 Hz Electrical Service 50 amp dedicated circuit Conduit Length 5 Feet ELECTRICAL 5" E (127) � (102 ELECTRICAL SUPPLY MAY BE LOCATED IN ADJACENT CABINET — PLACEMENT WITHIN OPENING MAY REQUIRE ADDITIONAL CABINET DEPTH NOTE: Dimensions in parenthesis are in millimeters unless otherwise specified CI � C 507/8" � C 297/8"(759) 31/4"— (83) STANDARD INSTALLATION 497/a" (1267) OPENING HEIGHT 17" (432) TYPICAL 1 — 7/8" 85/8" (22) 1 (218) F 2"(51)� 13/8" (36)— F CONDUIT CHANNEL 493/e" (1254) 23" (584) BEHIND FRAME 231/4" (591) OPENING DEPTH TOP VIEW 17/8', >- (46) 5" (127) E �4" (102) 281/2" (724) OPENING WIDTH E � IEE LE SIDE VIEW FRONT VIEW NOTE. Location of electrical supply within opening may require additional cabinet depth. Page 195 of 488 Specifications are subject to change without notice. This information was generated on April 1, 2021. Verify specifications prior to finalizing your cabinetry/enclosures. Agenda Item #11. Landscape Architects ■ Planners ■ Environmental Consultants LA•0000530 GENTILE HOLLDWAY i O'MAHONEY&AswciatN,Inc. George G. Gentile FASLA M. Troy Holloway ASLA Emily M. o'Mahoney FASIA Mastroianni Family Office Site Plan Review Justification Statement Village of Tequesta April 30, 2021 revised October 6, 2021 REQUEST: On behalf of the Owner, Mastroianni Family Headquarters, LLC, 2GHO, Inc. respectfully requests review and approval of a site plan review application to allow for an approximately 33,274 square foot (14,342.4 square feet of gross leasable area), 4-story Professional Office Building. The subject property is 1.05 acres and has an existing future land use designation of Mixed Use, and a zoning designation of Mixed Use. Note, as the square footage of the proposed use exceeds 5,000 square feet, a special exception request is required, consistent with Section 78-180 (Mixed Use zoning district) of the Village's Zoning code. A special exception application has been submitted concurrent with the subject site plan request, and was approved by Village Council on August 12, 2021. Conceptual Presentation: On February 11, 2021, 2GHO, Inc. presented the Owner's proposal to the Village Council. The feedback received was positive and as a result the Owner has refined the site plan and building design to address many of the Village Council's comments. Site History. Through research of previous aerials, it appears that a portion of the site was occupied by a medical office. The structure was eventually demolished providing for a clear site, which has remained vacant for a number of years. In 2018, the Village Council approved an Alley Abandonment, Land Use Amendment, Rezoning, and Site Plan for the Pelican Square development. PROJECT OVERVIEW In 2018, the Village Council approved a Land Use and Rezoning from Commercial to Mixed Use for the subject property. However, due to extenuating circumstances with the current public health pandemic, the previous Owner could not bring the existing approved site plan to reality. After diligent review of current market trends, Mastroianni Family Headquarters, LLC has purchased the property, and are proposing a signature office building for use as their corporate offices and headquarters. The Owners believe that this use will meet consistency with not only the general purpose of the Mixed Use zoning district, but be compatible with the surrounding context of the existing commercial/urban corridor. 1907 Commerce Lane, Suite 101 Jupiter, Florida 33458 561-575-9557 561-575-5260 Fax www.2gho.com Page 196 of 488 Agenda Item #11. Mastroianrri Family Office April 30, 2021 rev. October 6, 2021 Page 2 of 5 REPLAT: To create a seamless project, the applicant is requesting plat approval. The owner intends to replat the property from its current approved configuration, to one that would yield the proposed development. With this Site Plan Review application, a proposed plat document meeting the requirements of Chapter 166 of the Florida Statutes has been provided for review. COMPATABILITY WITH SURROUNDING PROPERTIES: The site of the proposed development is situated in a commercial corridor on US Highway 1, approximately 535' south of County Line Road. Below is a chart showing the surrounding Land Use and Zoning. Property Existing Zoning Existing Future Land Use Subject Property MU — Mixed Use Mixed Use North C-2, Community Commercial Commercial Baldino's Restaurant South C-2, Community Commercial Commercial (Avis/Budget Car Rentals East RS- Unincorporated Palm MR-5 Unincorporated Palm (Single Family Residential Beach County Beach Count West Mixed Use Mixed Use Tequesta Trace SITE PLAN REVIEW: Section 78-331 states that all permitted uses, development and redevelopment activities are required to go through the Site Plan Review process. The submitted application package contains all necessary documents as stipulated in the development application and zoning code. The project scope is consistent with Section 78-180(a) of the Village's zoning code as it provides for a use that is intended to be business/professional service. Orientation to and compatibility with the adjacent neighborhood was a top consideration with the site design which will establish a neighborhood identity and community focus. Further, the proposed project will provide for proper traffic circulation, in addition to provide for the efficient movement of pedestrian and bicycle traffic. Site Plan Details: The proposed development consists of a single building situated on the 1.05 acre parcel. The site provides access from the north and south via Canal Court and Inlet Court. A unique feature is the extensive building common areas that will work in a synergy with a collection of classic cars and memorabilia and corporate operations. Cars will be brought up to the second floor by way of a car elevator located in the north-west portion of the proposed building. OAMastroianni Family Office\Applications\Site Plan 2021\Application Materials\Site Plan Review Justification 6.23.21.docx Page 197 of 488 Agenda Item #11. Mastroianrri Family Office April 30, 2021 rev. October 6, 2021 Page 3 of 5 The building design can be explained as follows: Level One and Level Two of the buildings are planned for a combination of a common area, building amenities, car display, memorabilia, and parking. The Owner is an avid classic car collector, and proposes to utilize a portion of level two to house his collection. Level Three and Level Four will contain the corporate office components currently programed at 14,342.4 sf of gross leasable area. Gross Leasable Area vs. Gross Floor Area For convenience, please refer to the table below depicting gross leasable area vs gross floor area. This information can also be found on the site plan. Use Gross Leasable Area Gross Floor Area 1 st Floor — Parking/Lobby Os.f. 1,713.2 s.f 2nd Floor — Common Area/Lobby Os.f. 13,032.8 s.f 3rd Floor — Prof. Office 9,186.6 s.f. 11,328.3 s.f 4th Floor — Prof. Office 5,155.8 s.f 7,199.8 s.f Total 14,342.4 s.f. 33,274.1 s.f. Justification: The owner would like to stress that the proposed project will be an asset to the community for years to come. The proposed development provides for the following: ➢ Consistency with the goals, objectives, and policies of the Village of Tequesta's Comprehensive Plan set forth in the Mixed Use Land Use designation ➢ Consistency with applicable countywide land development regulations: The Applicant has submitted a traffic study to Palm Beach County traffic division for their review. Additionally, through this site plan review process, the Owner will seek permits from the other applicable jurisdictional agencies; ➢ Designed to comply with all of the applicable provisions set forth in the Village of Tequesta zoning code. The site plan has been designed appropriately to ensure full compliance with the development regulations required within the Mixed Use zoning district. The four story structure meets all property development regulations within the mixed use zoning district, and does not require any variances or deviations from existing code standards. ➢ Compatibility with the existing character of the area; ➢ Insignificant impact on traffic, as shown on the submitted traffic statement prepared by Simmons and White; ➢ Use of the existing facilities/infrastructure on site: holding to the true essence of infill development. Prior to this submittal, we have requested confirmation of OAMastroianni Family Office\Applications\Site Plan 2021\Application Materials\Site Plan Review Justification 6.23.21.docx Page 198 of 488 Agenda Item #11. Mastroianrri Family Office April 30, 2021 rev. October 6, 2021 Page 4 of 5 availability of service letters from the applicable utility and service provider agencies in the area. All confirmation letters will be forwarded to the Village upon receipt. ➢ Expected increase in property values in the adjacent areas, and stimulation of the Village of Tequesta's tax base; ➢ Will not create any noise or visual pollution to the adjacent areas; ➢ Will provide pedestrian amenities on site; ➢ The proposed development will provide the necessary infrastructure to meet the adopted level of standards; Drainage: The proposed drainage system for this project consists of exfiltration trenches in the parking lot. The drainage positive outfall will be provided by bubble up near Canal Court. Please refer to the submitted drainage statement for additional details. Traffic: Based on the submitted Traffic Report prepared by Simmons and White, Inc., the proposed development has been estimated to generate 145 net trips per day, 36 net AM peak hour trips and 15 Net PM peak hour trips. Based on a brief review of the links within the project's radius of development influence reveals that the proposed project meets the requirements of the Palm Beach County Traffic Performance Standards and no turn lanes are warranted or proposed. Note a copy, of the submitted traffic report will be provided to Palm Beach County for their review, and an approval letter will be sent to the Village upon receipt. Parking: For this development, the Owner is required to provide 48 spaces for 14,342.4 square feet of development. Through the combination of garage and surface parking, the Owner is providing 59 spaces inclusive of 3 ADA accessible spaces, thus meeting the requirements of the Village of Tequesta off-street parking code. Please note, all parking will be double striped, consistent with code standards. Architecture The design inspiration reflects a distinctive transitional architecture utilizing the use of different building materials. The building has been sited along the US 1 frontage and away from the rear property line and nearby homes and has been designed with 4 sided elevations. During the site plan review process, the Owner has continued to exercise diligence by consistently reviewing design alternatives driven by the current market demand. As such, the architectural plans have been modified to reflect the following: - Removal of proposed cooling tower and screen enclosure from the roof; - Adjusting of window sizes and head heights on all elevations; - Addition of more glazing on the east and south elevations OAMastroianni Family Office\Applications\Site Plan 2021\Application Materials\Site Plan Review Justification 6.23.21.docx Page 199 of 488 Agenda Item #11. Mastroianrri Family Office April 30, 2021 rev. October 6, 2021 Page 5 of 5 Note, the above referenced changes are within the limits of the code, and no adverse impacts are created. Landscaping The landscape plan is designed such that majority of the proposed landscape material is placed adjacent to the building, in addition to the eastern property line. A point of emphasis is placed on the west side of the building (that fronts US Highway 1). In this location several trees consisting of date palms, and sabal palms are placed along the walk, which presents the opportunity for a pleasing aesthetic view for pedestrians, and users of the building. All Village of Tequesta landscape code is met or exceeded with this proposed development. Conclusion To recap, the Owner is proposing a Site Plan to allow a 33,274 square foot (14,342.4 square feet of gross leasable area) professional office building. Note, as the proposal is in excess of 5, 000 square feet, it is considered a Special Exception within the Mixed Use Zoning District. The owners have been extremely diligent in working with Village staff, and the design team to ensure that the final product is sensitive and respectful to the existing community. This narrative has demonstrated that the proposal is consistent with particular elements of the Village Comprehensive Plan, and will be consistent with the goals, objectives, and policies. Additionally, the submitted site plan shows full compliance with the proposed zoning district of Mixed Use. With the approval of this dynamic project, Tequesta will further their mission in establishing itself as a premier destination in northern Palm Beach County, and with that, Gentile Holloway O'Mahoney & Associates, Inc., respectfully request review and approval of the submitted application package. The project team at Gentile Holloway O'Mahoney & Associates, Inc. consists of George G. Gentile, FASLA, Ben Dolan, and Alec Dickerson. OAMastroianni Family Office\Applications\Site Plan 2021\Application Materials\Site Plan Review Justification 6.23.21.docx Page 200 of 488 Agenda Item #11. SIMMONS & WHITE 2581 Metrocentre Blvd West, Suite 3, West Palm Beach, Florida 33407 0 561.478.7848 1 F 561.478.3738 www.simmonsandwhite.com Certificate of Authorization Number 3452 Prepared for: SIMMONS ;..WHITE ENGINEERING I PLANNING I CONSULTING I SINCE 1982 TRAFFIC IMPACT STATEMENT Mastroianni Family Headquarters, LLC 115 Front Street Suite 300 Miami, Florida 33156 Job No. 21-073 Date: April 26, 2021 Revised: June 18, 2021 Revised: July 20, 2021 MASTROIANNI FAMILY OFFICE TEQUESTA, FLORIDA e��q`►ji1�#i1t1��� \O �. r No. 74C,03 rJUL 24 2021 �'0 S=rs C-': F� F„AAfi�_iL� Bryan G. Kelley, P.E. FL Reg. No. 74006 Page 201 of 488 Agenda Item #11. Mastroianni Family Office Project No. 21-073 TABLE OF CONTENTS 1.0 SITE DATA...............................................................................................3 2.0 PURPOSE OF STUDY..............................................................................................3 3.0 TRAFFIC GENERATION..........................................................................................4 4.0 RADIUS OF DEVELOPMENT INFLUENCE.............................................................5 5.0 EXISTING TRAFFIC.................................................................................................5 6.0 TRIP DISTRIBUTION................................................................................................5 7.0 TRAFFIC ASSIGNMENT/DISTRIBUTION TEST 1 - PART 2...................................5 8.0 INTERSECTION ANALYSIS TEST 1 - PART 1.......................................................6 9.0 TEST 2 - FIVE YEAR ANALYSIS.............................................................................7 10.0 SITE RELATED IMPROVEMENTS.........................................................................8 11.0 CONCLUSION........................................................................................................8 APPENDICES TEST 1 PART 2: LINK ANALYSIS............................................................APPENDIX A PBC TPS DATABASE 2024 VOLUME SHEETS.......................................APPENDIX B TEST 1 PART 1: INTERSECTION ANALYSIS..........................................APPENDIX C TEST 2 ANALYSIS: LINK ANALYSIS ......................................................APPENDIX D Page 2 Page 202 of 488 Agenda Item #11. Mastroianni Family Office Project No. 21-073 1.0 SITE DATA The subject parcel is located on the east side of US-1 between Canal Court and Inlet Court in the Village of Tequesta, Florida and contains approximately 1.05 acres. The Property Control Numbers (PCN) for the subject parcel are as follows: 60-43-40-30-64-001-0000 60-43-40-30-64-003-0020 60-43-40-30-64-003-0010 The proposed site development on the currently unimproved parcel is to consist of 14,342 S.F. of professional office with a project build -out of 2026. Site access is proposed via full access driveway connections to Canal Court and Inlet Court. For additional information concerning site location and layout, please refer to the Site Plan prepared by G2HO. 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 Page 3 Page 203 of 488 Agenda Item #11. Mastroianni Family Office Project No. 21-073 2.0 PURPOSE OF STUDY (CONTINUED) 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. 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 the proposed site development has been calculated in accordance with the traffic generation rates listed in the ITE Trip Generation Manual, 10' Edition and provided by the Palm Beach County Engineering Traffic Division as shown in Table 1 shows the daily traffic generation associated with the proposed development in trips per day (tpd). Tables 2 and 3 show the AM and PM peak hour traffic generation, respectively, in peak hour trips (pht). The traffic to be generated by the proposed development may be summarized as follows: Proposed Plan of Development Daily Traffic Generation = 145 tpd AM Peak Hour Traffic Generation (In/Out) = 36 pht (31 In/5 Out) PM Peak Hour Traffic Generation (In/Out) = 14 pht (3 In/11 Out) Page 4 Page 204 of 488 Agenda Item #11. Mastroianni Family Office Project No. 21-073 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 36 peak hour trips, the radius of development influence shall be one-half 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 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.B.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.B.2.C-4 2A: LOS "E" Link Service Volumes. 5.0 EXISTING TRAFFIC Existing AM and PM peak hour traffic volumes for the links within the project's radius of development influence were available from the Palm Beach County Engineering Traffic Division. Background traffic data from the Palm Beach County Engineering Traffic Division consisting of historical growth rates, major project traffic, and anticipated development in the area was also considered. 6.0 TRIP DISTRIBUTION The project trips were distributed based on the existing and proposed geometry of the roadway network, and on existing and anticipated traffic patterns. The distributed traffic for the project at full build -out of the development was assigned to the links within the project's radius of development influence. 7.0 TRAFFIC ASSIGNMENT/DISTRIBUTION TEST 1 — PART 2 Tables 4 and 5 (in Appendix A) show the project's AM and PM peak hour trip assignment, respectively, as well as the applicable Level of Service Standard for each of the links within the project's radius of development influence. Links with a project assignment greater than 1 % of the applicable Level of Service "D" have been outlined as links with significant project assignment. Page 5 Page 205 of 488 Agenda Item #11. Mastroianni Family Office Project No. 21-073 7.0 TRAFFIC ASSIGNMENT/DISTRIBUTION TEST 1 — PART 2 (CONTINUED) For the links, the 2026 total traffic has been calculated using the higher value between the link historical growth rate and the combination of a 1.0% background growth rate and the approved committed development trips. The 2026 build -out link volume reports for the link from the Palm Beach County Engineering Traffic Division TPS Database are included in Appendix B. A review of Tables 4-6 indicates this project meets the applicable Peak Hour Traffic Volume Link Performance Standards listed under "Test One - Part Two" of the Palm Beach County Traffic Performance Standards on all links within the project's radius of development influence. 8.0 INTERSECTION ANALYSIS TEST 1 — PART 1 As a requirement of Part 1 of Test 1 of the Palm Beach County Traffic Performance Standards, all major intersections in each direction nearest to the point at which the project's traffic enters each project accessed link, and where the project traffic entering or exiting the intersection from/to the project accessed link is significant, must be analyzed. The following intersection is required to be analyzed for the 2026 projected AM and PM peak hours: Tequesta Drive at US-1 The 2026 total traffic has been calculated using the higher value between the background growth rate and the combination of a 1.0% background growth rate and the approved committed development trips. The 2026 build -out volume reports from the Palm Beach County Engineering Traffic Division TPS Database are included in Appendix B. The intersection has been analyzed using the adjusted turning movement volumes in accordance with the methodology set forth in the Transportation Research Board Special Report 209, Planning Analysis. The intersection analyses are included in Appendix C. Page 6 Page 206 of 488 Agenda Item #11. Mastroianni Family Office Project No. 21-073 8.0 INTERSECTION ANALYSIS TEST 1 — PART 1 (CONTINUED) The analysis results show the sum of the critical movements during the peak season, peak hours at project build -out is less than the adopted Level of Service volume of 1,400 vehicles per hours (vph) for the intersection: Intersection Conditions Critical Sum AM PM Tequesta Drive Future traffic, with project, 1,205 1,304 at US-1 existing geometry 9.0 TEST 2 — FIVE YEAR 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 7 and 8 (in Appendix D) show the project's AM and PM peak hour trip assignment, respectively, as well as the applicable Level of Service Standard for each of the links within the project's radius of development influence. Since the project's impact is considered insignificant on all roadway links, this project meets the applicable Peak Hour Traffic Volume Link Performance Standards listed under "Test Two" of the Palm Beach County Traffic Performance Standards on all links within the project's radius of development influence. Page 7 Page 207 of 488 Agenda Item #11. Mastroianni Family Office Project No. 21-073 10.0 SITE RELATED IMPROVEMENTS The AM and PM peak hour turning movement volumes and directional distributions at the project entrances for the proposed development with no reduction for pass by credits are shown in Tables 2 and 3. The following summary applies: Directional Distribution (Trips IN/OUT) AM = 34/6 PM = 3 / 13 As previously mentioned, site access is proposed via full access driveway connections to Canal Court and Inlet Court. Based on the peak hour volumes shown above and the Palm Beach County Engineering Guideline used in determining the need for turn lanes of 75 right turns or 30 left turns in the peak hour, no turn lanes are warranted or proposed. Note a southbound left turn lane is existing on US-1 at Canal Court. 11.0 CONCLUSION The proposed development has been estimated to generate 145 trips per day, 36 AM peak hour trips, and 16 PM peak hour trips at project build -out in 2026. A review of the links within the project's radius of development influence reveals that the project meets the requirements of the Palm Beach County Traffic Performance Standards and no turns lanes are warranted or proposed. BK: x:\docs\trafficdrainage\tis.21073.rev Page 8 Page 208 of 488 Agenda Item #11. N N O O N N (D 00 N � 00 N N N Z W 2 a. O J `W W 0 0 W O a. O w a. .R W J m a N Page 209 of 488 Agenda Item #11. County Tequ, Figure 2 —Trip Distribution Mastroianni Family Office Project # 21-073 I►J Legend XX% Trip Distribution SIMMONS WHITE Page 210 of 488 Agenda Item #11. (H) N Canal Court 1 (2) 5 (10) 101 10 (1) �i 3 (0) 0 (1) 24 (2) M1 60 24 (2) (8D Figure 1— Turning Movement Worksheet Mastroianni Family Office Project # 21-073 Legend XX AM Peak Hour (XX) PM Peak Hour XXX ADT CD Trip Distribution SIMMONS WHITE Page 211 of 488 Agenda Item #11. Mastroianni Family Office Project No. 21-073 /_1» =1 Ll I I] /:I11 TEST 1 PART 2: LINK ANALYSIS Page 212 of 488 Agenda Item #11. k 2222§§ zz zz(.a | � !! #§/ z )2i § § I; :/ = w R| 0z >m�2@�2m�m\ m\ $ } ) to \ F- § _ _ \ $ - Of t \ / L § § ) � § b b ® E ( � 4 ¥ ( $. - q§A \ dKK \ $22 R §F- F j jL§§ 2 - af \ §a.a 5 \ k ` o(( 0 ( §k�� / \ E g -i z ; Y §jj § ( } } ` ` cq;- Page 213 0 488 Agenda Item #11. §§ 000000 /g gg a. � | !! #§/ z )Wi \_____ __ __ § I; :/ = w R| 0z >m>m2m m\ m\ \ \ ( $ E ° \ ) j = _ \ - Of ƒ t / \ / § co) w LL b ( b ® r= E ( 7 4 ¥ ( q§Z LL \ Z// jL§§ \ 2 \ §)) LL, 5 L k ` 0M 0 > \ ( 03LU� E S = _ \ )a g&22 z 00 §)) § ( } ` } ` � � cq;- Page 214 0 488 Agenda Item #11. LU Pi \ ; §| )§ ;; �. ,)m ;L) 27 �! \}d Z2 §§ 3, §) Zf k)§ \\ )| ;q G§ ]/ §( » of !0 @, ;mow ]§ §§ § » (\ \T \ a \\ \\ 2 § () \\ \ 66 � [2= - ) )) )\\\ Page 215 0 488 Agenda Item #11. SIMMONS WHITE ENGINEERING I PLANNING I CONSULTING I SINCE 1982 2581 Metrocentre Blvd. W., #3 West Palm Beach, FL 33407 Ph: (561) 478-7848 Fax: (561) 478-3738 Website: simmonsandwhite.com IeUe* -bor JOB NAME: JOB NO: — BY: DATE: — SHEET NO: V Se -�or v S - 1 L,,\Y. VzIooes- T (o 1-5 y 1i T r $y5ZL13 611 xl.agti C Deluxe 1 1-800-888.6327 Agenda Item #11. 012 o- od. 0 f� p v M fl� �9 c> O � � � o d � v0 � N O: 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O I I'D LD O O O Ln Ln Ln 0') M d' O C E I . U I 01 1` M M Q' �' '3' 0 0 0 L n I N N N H Ga I E I 13, 1000000 O O O O L9 M w w<D CD O 11-1 Ln -zi' :T Ln M OON H Q010M LnN E I U I N0l Ol0Ln Ln(b 61000OI�I�I�\0 C:0 I l0 Ln Ln L9 Ln U� Lr) Ln Ln l0 l0 Ln Ln Ln Ln In [l. I -W '4 124 I 000 OOOOOO lO H Ln O1` 00 O O l0000o00o 0 c0-10100 I`ao 00 H W E I E U U I rn rn rn rn rn rn rn rn rn o rlo 0 0 0 0 F:4 I Ga ooa xi a w -* 1 � to p4 FC zU E FC� H E W'HQ W EHFC a N [r4 E W 1 O O l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E Un U H I o 0 0 0 0 0 0 0 0 0 0 0 0 0 (D 0 z H Q E I CD U)Ln LnO Lr)LnLn Lf)OLnLnLnO Ln0 w'z, C4 U I l0� (n MNHH r1 H Ln -11-I ONHN HOOF W w 1 HH H1 FCFC H H Q I M�tnU](nU)(1CnMC/)(/1t)U1C)(7tn 04Ex �l QOrn >+ r� Un o z I QzN x H1 H r� O I C4 C4 U z I O E 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F4 Ga HIo000000000000000 W O E I O Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln O O Ln 0 U I <t'Q'M �''-IH H.-IHNHOr-INHM Ui W I ,�HH H.-IHH HHHH.�H.� HH a1 I H I x Q I z z z z z z z z z z z z 2 z z z U H W cn 0.1 Q Ln I U 44 U U U U U W U U U U U U U U a I Q', Oy E-H I OOo00oo000000000 04 Un Qn I OO00000000000000 r y I O O O O U-) O 0 0 0 U-) O O U-) 0 0 0 C)M 1- W MMMMMI-- MN' -I v(0 Ln I M N N N N N N N N N N N N N N N M o 1 0 0 E dl N [_L9 Ln a'MNHOOl 0 01_lO In '.D E I HHr-I rIHHH 1-1H1-IO OOOOO O H W I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U O >1 I N N N N N N N N N N N N N N N N w E H E M W P' W � V1 zw x3�D E O -1 rxzlc4 w a x > EOz G po M E wIxx W W !x C4 W W rLEFA w�c�ca H H W EEH>+ Un co Un Z W W P: H O 44 <�a II WW04 4 >i > Qxx ••W EQ w Hx C 4 E xH FC, 4 E-H u) Q � z H II II rL E E UnE�� W ra W H FC E W � E H zH�o E H N M E II W Un o: waWw • W FC Q»wx W >- E Elzx3 040E X U 44 0 OwHz U V)44H E II II II � U co > < !Y a O G+ El U E FC Q Asa Page 217 of 488 Agenda Item #11. Mastroianni Family Office Project No. 21-073 APPENDIX B PBC TPS DATABASE 2026 BUILD -OUT LINK & INTERSECTION VOLUME SHEETS (WITH APPROVED COMMITTED TRIPS) Page 218 of 488 Agenda Item #11. A B C D E F G H I 1 K L M N O Input Data E-W Street: Tequesta Or COUNT DATE: 5/7/2018 Report Created N-S STREET: 5 US Highway 1 CURRENTYEAR: 2018 4/26/2021 TIME PERIOD: ANI ANALYSIS YEAR: 2026 GROWTH RATE: % PSF: 1.03 SIGNAL ID: 2700 Intersection Volume Development Eastbound Westbound Northbound Southbound Left Thru Right Left Thou Right Left Thou Right Left Thru Right Existing Volume 55 10 142 29 9 1 55 646 11 17 1582 87 Diversions C% 0% 0% 0% 0% 0% C% C% 0% 0% 0% 0% Peak Season Volume 57 10 146 30 9 1 57 665 11 18 1629 90 Committed Developments Type %Complete The Reserve at Tequesta 1 0 0 0 0 0 0 1 0 0 5 5 Res 0% Beacon Park C C 0 0 0 0 0 2 C 0 6 0 Res C% Austrade Tequesta Office Building 5 0 0 0 0 0 0 17 0 0 3 1 NR 0% Love Street 0 C 0 0 0 0 0 C C 0 1 0 NR 0% Total Committed Developments 6 0 0 0 0 0 0 20 0 0 15 6 Total Committed Residential 1 C 0 0 0 0 0 3 C 0 11 5 Total Committed Non -Residential 5 0 0 0 0 0 0 17 0 0 4 1 Double Count Reduction 0 C 0 0 0 0 0 1 C 0 1 0 Total Discounted Committed 6 0 0 0 0 0 0 19 0 0 14 6 Historical Growth #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Comm Dev+1%Growth 11 1 12 2 1 0 5 74 1 1 149 13 Growth Volume Used #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Total Volume #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! WALUE! Input Data E-W Street: Tequesta Dr COUNT DATE: 5/7/2018 Report Created N-S STREET: 5 US Highway 1 CURRENTYEAR: 2018 4/26/2021 TIME PERIOD: PM ANALYSIS YEAR: 2026 GROWTH RATE: % PSF: 1.03 SIGNAL ID: 2700 Intersection Volume Development Eastbound Westbound Northbound Southbound Left Thru Right Left Thru Right Left Thou Right Left Thru Right Existing Volume 146 31 100 118 52 31 120 1412 32 50 890 65 Diversions 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Season Volume 150 32 103 122 54 32 124 1454 33 52 917 67 Committed Developments Type %Complete The Reserve at Tequesta 5 0 0 0 0 0 0 5 0 0 3 3 Be' 0% Beacon Park 0 C 0 0 0 0 0 7 C 0 3 0 Res 0% Austrade Tequesta Office Building 1 0 0 0 0 0 0 5 0 0 22 7 NR 0% Love Street 0 0 1 0 0 0 1 3 C 0 4 0 NR 0% Total Committed Developments 6 0 1 0 0 0 1 20 0 0 32 10 Total Committed Residential 5 0 0 0 0 0 0 12 0 0 6 3 Total Committed Non -Residential 1 0 1 0 0 0 1 8 0 0 26 7 Double Count Reduction 0 0 0 0 0 0 0 2 0 0 2 1 Total Discounted Committed 6 0 1 0 0 0 1 18 0 0 30 9 Historical Growth #VALUEI #VALUEI #VALUEI #VALUEI #VALUEI #VALUEI #VALUEI #VALUEI #VALUEI #VALUEI #VALUEI #VALUE! Comm Dev+1%Growth 18 3 10 10 4 3 11 138 3 4 106 15 Growth Volume Used #VALUE! #VALUE! #VALUEI #VALUEI #VALUEI #VALUEI #VALUEI #VALUE! #VALUE! #VALUEI #VALUEI #VALUE! Total Volume #VALUEI #VALUEI #VALUEI #VALUEI #VALUEI #VALUEI #VALUEI #VALUEI #VALUEI #VALUEI #VALUEI #VALUEI Page 219 of 488 Agenda Item #11. A B C D E F G Input Data ROAD NAME: N US Highway 1 STATION: 1304 CURRENT YEAR: 2020 FROM: Tequesta Dr ANALYSIS YEAR: 2026 TO: Midpoint GROWTH RATE: 0% COUNT DATE: NA PSF: 0 Time Period Direction Existing Volume Peak Volume Diversion(%) Volume after Diversion Committed Developments The Reserve at Tequesta Love Street Austrade Tequesta Office Building Pelican Square Beacon Park Lighthouse ArtCenter Sperry Project Total Committed Developments Total Committed Residential Total Committed Non -Residential Double Count Reduction Total Discounted Committed Developments Historical Growth Comm Dev+1% Growth Growth Volume Used Total Volume Lanes LOS D Capacity Link Meets Test 1? LOS E Capacity Link Meets Test 2? Link Analysis AM PM 2-way NB/EB SB/WB 2-way NB/EB SB/WB 000000 6 1 5 8 5 3 1 0 1 7 3 4 19 17 2 26 4 21 21 13 8 12 6 6 8 2 6 10 7 3 0 0 0 2 1 1 0 0 0 0 0 0 55 33 22 65 26 38 35 16 19 30 18 12 20 17 3 35 8 26 4 3 1 7 2 3 51 30 21 58 24 35 0 0 0 0 0 0 51 30 21 58 24 35 51 30 21 58 24 35 51 30 21 58 24 35 6LD 4880 2940 2940 4880 2940 2940 YES YES YES YES YES YES 5150 2940 2940 5150 2940 2940 YES YES YES YES YES YES H I Report Created 4/26/2021 Type % Complete Res 0% NR 0% NR 25% Res 0% Res 0% NR 83% Res 0% Page 220 of 488 Agenda Item #11. Input Data ROAD NAME: US Highway 1 STATION: 1304 CURRENT YEAR: 2020 FROM: Midpoint ANALYSIS YEAR: 2026 TO: County Rd GROWTH RATE: 0% COUNT DATE: NA PSF: 0 Time Period Direction Existing Volume Peak Volume Diversion(%) Volume after Diversion Committed Developments The Reserve at Tequesta Love Street Austrade Tequesta Office Building Pelican Square Beacon Park Lighthouse ArtCenter Sperry Project Total Committed Developments Total Committed Residential Total Committed Non -Residential Double Count Reduction Total Discounted Committed Developments Link Analysis AM PM 2-way NB/EB SB/WB 2-way NB/EB SB/WB 000000 26 20 6 31 12 19 1 0 1 7 3 4 10 1 9 14 12 2 5 2 3 3 2 1 0 0 0 0 0 0 0 0 0 2 1 1 0 0 0 0 0 0 42 23 19 57 30 27 31 22 9 34 14 20 11 1 10 23 16 7 2 0 2 5 3 1 40 23 17 52 27 26 Historical Growth 0 0 0 0 0 0 Comm Dev+1% Growth 40 23 17 52 27 26 Growth Volume Used 40 23 17 52 27 26 Total Volume 40 23 17 52 27 26 Lanes 6LD LOS D Capacity 4880 2940 2940 4880 2940 2940 Link Meets Test 1? YES YES YES YES YES YES LOS E Capacity 5150 2940 2940 5150 2940 2940 Link Meets Test 2? YES YES YES YES YES YES Report Created 4/26/2021 Type % Complete Res 0% NR 0% NR 25% Res 0% Res 0% NR 83% Res 0% Page 221 of 488 Agenda Item #11. Mastroianni Family Office Project No. 21-073 APPENDIX C TEST 1 PART 1: INTERSECTION ANALYSIS Page 222 of 488 Agenda Item #11. Y a 9 � M O O NMMMM 11MM J` r O ti M M O NINNIS W W Z W N W O N a0 o��w�rcom� N v o�oo Z LU C J V N N N 41 W G L W O c Q W O O 2 W Q y J N N N W j r M O M O N N N N d Q > 0` > m Q m M N O N O W U V O 0 0 0 O w w O i W 9 ? W O N W N V m V N N N z U N 2 o a p a O 0 3 E a an d o a L > o w ..o E 3 Q o u chi O O 0] O a K m Q E 0 0 0 0 N p >> F :+ V > iomo aE= F 3 a� U o J N O= F coO] ... O O t6 N J "> > J N O (6 O U (n O d O U U O wa ma FQ z ILL CCOQFOciU 9 �O � p� 0 0 0 p0 ':iiiiiiiiiii:. W �` N W O O OJ J p V V V O .. OO O N M N O M t2 N O M D� N V W Z W v R M W N s Z O O c J J W ' m z w �n °° o co W O N` o o O W J O O N J o a.> J > o �a000 � U v o000 0 O_Q a��a Uo w 1 N O W a` Z o - Z U R 0 0 -a N N U 3 F o o oO_ O N O N U E C Q O > O CO 0) p 0 > f�.l m 0 B H O N N C J 3 3 C > (0 coOI t O 0 J t6 O N 00 (6 N` N O R O J d O U U p r wa ma FQ zao:0¢F000 Sw Page 223 of 488 Agenda Item #11. Mastroianni Family Office Project No. 21-073 APPENDIX D TEST 2 ANALYSIS: LINK ANALYSIS Page 224 of 488 Agenda Item #11. Z LU Q J 7 U Q U U 0: z 7 rn Q O W V = J LL Y Q (D w F- a LQ U W O Q' a N F N W F U Q U w_ 0 LL 02 000000 Z Z Z Z Z Z 00 Z Z 00 Z Z a� u7 g J U V o 0 0 0 0 0 0 0 0 0 Q O M M N O M N 0 0 a or N N 0 0- o- 0 0 0 0 h o a z W Q rn� o 0 0 0 0 0 0 0 0 0 0Z mmmm �� mop mm m M mM m CO co aO Ma0 zCl) zcnzrn w3: w3: LU ❑ a Q 0 CO w = U O w0 w U) d) H H [0 ❑ ❑ x X C O N 0 Of LU _i N ~ w Z ❑ r U) O W 7 7 p ❑ w O 0 M N LL O H Cn H > > O II Z .E W w Z U p o z h W z x 7 W w LLyW zaa Z wF- F �ww ❑ N_j00 > C) > W � K w Q)aa Z ❑ a of Q>> r Q J H LL00 r cn Q O M x o Z LU D W m Y Y r7QQ Q ❑ 0 , lia•22 z XY wQQ O N J J J H o 0 o Q Q y F F F � � � Z Z W N � � 0 0 Page 225 of 488 Agenda Item #11. §§ 000000 /g gg a. � | !! #§/ z )Wi \_____ __ __ § LU 0z >m>m2m m\ m\ \ \ ( E $ ° \ ) j = _ \ - Of ƒ t \ / / § co) ( w b b ® r= E ( 7 4 ¥ ( q§Z LL \ Z// LU \ M§§ 2 \LU§§ LU \ LL, $ : z » _ / �&M `E0 kI \ )LI §22 )\ a z § ( } } F- � � rya° Page 226 0 488 Agenda Item #11. I LE; Stormwater Management Report For Mastroianni Family Office Tequesta, Florida 04-27-2021 08-05-2021 11-23-2021 Prepared By: Jeff H. Iravani, Inc. Consulting Engineers 1934 Commerce Lane, Suite 5 Jupiter, Florida 33458 Tel: (561) 575-6030 Fax: (561) 575-6088 °i!a lignedbyJeff H Iravani PE 3a755 DN: cn=Jeff H Iravani PE, *%No. *_ o=Jeff H Iravani INC, •. ST^TE°F %�� ou=33155 State of Florida, e ail=jhi@bellsouth.net, Date: 2021.12.23 08:10:00 -05,00, Jeff H. Iravani, P.E. Florida Registration # 33155 FR # 6986 Page 227 of 488 Agenda Item #11. Mastroianni Family Office Stormwater Management Report 7-27-21 Introduction The site is located on the east side of US HWY-1 between Canal Ct and Inlet Ct and consists of 1.05 ac of undeveloped land. The site is currently mostly cleared of vegetation and has overhead power lines through the middle of the lot. See Exhibit A. A 4-story office building with supporting infrastructure is proposed. The proposed drainage system consists of a storm chamber system under the parking lot with a detention swale along the east P/L. The drainage positive outfall shall be provided by a bubble up inlet near Canal Ct. Section 30, Township 405, Range 43E, Village of Tequesta, Palm Beach County, Florida Site Data Item Proposed (Acres) Percentage Project area 1.05 100% Building area 0.30 28.5% Pavement & SW 0.33 31.4% Total Impervious 0.63 59.9% Pervious 0.42 40.1 % Water Table The water table is minimum of 10 ft below surface below the surface on the east side of the project per the attached soil report which would put the water table at 1.5 FT, NAVD. HWT of 2.75 FT, NAVD is assumed. Soil Storage Soil is coastal. S post= 8.18" x 0.401 = 3.28" SFWMD V soil storage post = 1.05 x 3.28/12 = 0.29 a-f CN post = 1000/(10+3.28) = 75.3 Site was previously developed till 2007. S pre @ 75% pery = 8.18" x 0.75 = 6.13" CN pre = 1000/(10+6.13") = 62 2 1 Pa'A'228 of 488 Agenda Item #11. IBB Mastroianni Family Office Stormwater Management Report 7-27-21 Water Quality V req SFWMD = .599 x 2.5"xl.05/12 = 0.13 a-f V req VOT = (5yr-ldy) x % imp x A = 6.45"/12 x 59.9% imp x 1.05 ac = 0.34 a-f A.13 Vprop = 0.54 a-f @ el 9.5 Chambers + 0.08 a-f @ el 10.7 det Swale = 0.62 a-f 0.62a-f > 0.34 a-f V total on -site = 0.62 + 0.29 a-f soil = 0.91 a-f 0.9la-f x12/1.05 ac = 10.4" The drainage system retains the first 10.4" of rainfall. Design Elevations Storm Event Design Criteria Design Stage Ft, NAVD Minimum elevation Ft, NAVD 5 year 24 hour storm design Pavement EL 8.50 10.55 25 year 72 hour storm design Perimeter EL 10.62 10.7 100 year 72 hour storm design Finished Floor EL 12.07 14.0 Pre -Post Calculations: 25-yr 72hr Pre -development discharge: 5.33 cfs 25-yr 72hr Post -development discharge: 0.29 cfs See ICPR flood routing Exhibit-C. Utilities Village of Tequesta & Loxahatchee River Environmental Control District will be providing water & wastewater services to this project. Off -site Drainage There is no off -site Discharge into this parcel. Wetlands There is no wetland on this parcel. 3 PaVe229 of 488 Agenda Item #11. IBB Mastroianni Family Office Stormwater Management Report 7-27-21 Irrigation Groundwater shall be used for irrigation purposes. Storm chamber System See Exhibit B for calculations. 4 1paVe230 of 488 -. ..• .�� ,� fir, ., _ � _ I� r iIYY =' �' �,.• -�F a � � `gym"+, �{,1 #4 ^ , �1%-w�_ � _ _' _ � � '' y R 1� � - LA ir �' ..� _ '' $• t +� � t"i Via' .�';►1 ' � r Agenda Item #11. EXHIBIT B Project: Chamber Model - Units - Number of Chambers - Number of End Caps - Voids in the stone (porosity) - Base of Stone Elevation - Amount of Stone Above Chambers - Amount of Stone Below Chambers - Area of system - mperi 6 40 % 2.75 ft 12 in 9 in 06 114 StormTech® Detentron • Retenbon •Wafer Owidy Here for Metric A vision of 0 Include Perimeter Stone in Calculations 5559 sf Min. Area - 5029 sf min. area Height of System inches Incremental Single Chamber cubic feet Incremental Single End Cap cubic feet Incremental Chambers cubic feet Incremental End Cap cubic feet Incremental Stone cubic feet Incremental Ch, EC and Stone cubic feet Cumulative System cubic feet Elevation feet 81 0.00 0.00 0.00 0.00 185.30 185.30 23586.98 9.50 80 0.00 0.00 0.00 0.00 185.30 185.30 23401.68 9.42 79 0.00 0.00 0.00 0.00 185.30 185.30 23216.38 9.33 78 0.00 0.00 0.00 0.00 185.30 185.30 23031.08 9.25 77 0.00 0.00 0.00 0.00 185.30 185.30 22845.78 9.17 76 0.00 0.00 0.00 0.00 185.30 185.30 22660.48 9.08 75 0.00 0.00 0.00 0.00 185.30 185.30 22475.18 9.00 74 0.00 0.00 0.00 0.00 185.30 185.30 22289.88 8.92 73 0.00 0.00 0.00 0.00 185.30 185.30 22104.58 8.83 72 0.00 0.00 0.00 0.00 185.30 185.30 21919.28 8.75 71 0.00 0.00 0.00 0.00 185.30 185.30 21733.98 8.67 70 0.00 0.00 0.00 0.00 185.30 185.30 21548.68 8.58 69 0.04 0.01 5.41 0.08 183.11 188.59 21363.38 8.50 68 0.12 0.03 15.32 0.20 179.09 194.62 21174.79 8.42 67 0.16 0.05 21.74 0.31 176.48 198.53 20980.17 8.33 66 0.21 0.07 27.55 0.40 174.12 202.07 20781.64 8.25 65 0.27 0.08 35.42 0.50 170.93 206.85 20579.57 8.17 64 0.45 0.11 59.77 0.63 161.14 221.54 20372.72 8.08 63 0.67 0.13 87.81 0.79 149.86 238.47 20151.18 8.00 62 0.80 0.16 105.47 0.97 142.73 249.16 19912.72 7.92 61 0.91 0.19 119.87 1.13 136.90 257.90 19663.55 7.83 60 1.00 0.22 132.38 1.31 131.82 265.52 19405.65 7.75 59 1.09 0.25 143.53 1.48 127.30 272.31 19140.13 7.67 58 1.16 0.28 153.58 1.65 123.21 278.44 18867.83 7.58 57 1.23 0.30 162.89 1.81 119.42 284.12 18589.39 7.50 56 1.30 0.33 171.56 1.97 115.89 289.41 18305.27 7.42 55 1.36 0.35 179.66 2.13 112.59 294.37 18015.86 7.33 54 1.42 0.38 187.27 2.30 109.47 299.04 17721.49 7.25 53 1.47 0.41 194.48 2.46 106.53 303.46 17422.44 7.17 52 1.53 0.44 201.32 2.65 103.71 307.68 17118.98 7.08 51 1.57 0.47 207.83 2.81 101.04 311.69 16811.30 7.00 50 1.62 0.50 214.02 2.97 98.50 315.50 16499.62 6.92 49 1.67 0.52 219.94 3.12 96.07 319.14 16184.12 6.83 48 1.71 0.54 225.60 3.27 93.75 322.62 15864.98 6.75 47 1.75 0.57 231.01 3.40 91.54 325.95 15542.36 6.67 46 1.79 0.59 236.19 3.53 89.41 329.13 15216.41 6.58 45 1.83 0.61 241.19 3.66 87.36 332.21 14887.28 6.50 44 1.86 0.63 245.97 3.79 85.39 335.16 14555.07 6.42 43 1.90 0.64 250.58 3.86 83.53 337.96 14219.91 6.33 42 1.93 0.68 255.00 4.06 81.67 340.74 13881.95 6.25 41 1.96 0.70 259.26 4.20 79.92 343.37 13541.21 6.17 Page 232 of 488 Agenda Item #11. 40 2.00 0.72 263.36 4.33 78.22 345.91 13197.83 6.08 39 2.03 0.74 267.30 4.46 76.59 348.36 12851.92 6.00 38 2.05 0.76 271.10 4.59 75.03 350.71 12503.56 5.92 37 2.08 0.79 274.76 4.71 73.51 352.98 12152.85 5.83 36 2.11 0.80 278.27 4.82 72.07 355.15 11799.87 5.75 35 2.13 0.82 281.67 4.92 70.66 357.25 11444.72 5.67 34 2.16 0.84 284.95 5.03 69.31 359.29 11087.46 5.58 33 2.18 0.85 288.10 5.11 68.02 361.22 10728.18 5.50 32 2.21 0.86 291.13 5.16 66.79 363.07 10366.96 5.42 31 2.23 0.89 294.05 5.34 65.55 364.93 10003.88 5.33 30 2.25 0.90 296.85 5.43 64.39 366.67 9638.95 5.25 29 2.27 0.92 299.55 5.50 63.28 368.33 9272.29 5.17 28 2.29 0.92 302.15 5.52 62.23 369.90 8903.95 5.08 27 2.31 0.94 304.64 5.66 61.18 371.48 8534.05 5.00 26 2.33 0.96 307.03 5.74 60.19 372.96 8162.57 4.92 25 2.34 0.97 309.31 5.81 59.25 374.38 7789.62 4.83 24 2.36 0.98 311.51 5.89 58.34 375.74 7415.24 4.75 23 2.38 0.97 313.61 5.83 57.53 376.96 7039.50 4.67 22 2.39 1.00 315.61 6.02 56.65 378.28 6662.54 4.58 21 2.41 1.01 317.52 6.07 55.86 379.45 6284.27 4.50 20 2.42 1.02 319.34 6.12 55.11 380.58 5904.81 4.42 19 2.43 1.03 321.07 6.18 54.40 381.65 5524.24 4.33 18 2.44 1.04 322.72 6.23 53.72 382.67 5142.58 4.25 17 2.46 1.05 324.28 6.28 53.08 383.63 4759.91 4.17 16 2.47 1.05 325.75 6.32 52.47 384.54 4376.28 4.08 15 2.48 1.05 327.13 6.30 51.93 385.36 3991.74 4.00 14 2.49 1.06 328.45 6.34 51.38 386.17 3606.37 3.92 13 2.50 1.08 329.69 6.45 50.84 386.99 3220.20 3.83 12 2.51 1.08 330.86 6.50 50.36 387.71 2833.21 3.75 11 2.51 1.09 331.94 6.53 49.91 388.38 2445.50 3.67 10 2.53 1.11 333.55 6.64 49.22 389.42 2057.12 3.58 9 0.00 0.00 0.00 0.00 185.30 185.30 1667.70 3.50 8 0.00 0.00 0.00 0.00 185.30 185.30 1482.40 3.42 7 0.00 0.00 0.00 0.00 185.30 185.30 1297.10 3.33 6 0.00 0.00 0.00 0.00 185.30 185.30 1111.80 3.25 5 0.00 0.00 0.00 0.00 185.30 185.30 926.50 3.17 4 0.00 0.00 0.00 0.00 185.30 185.30 741.20 3.08 3 0.00 0.00 0.00 0.00 185.30 185.30 555.90 3.00 2 0.00 0.00 0.00 0.00 185.30 185.30 370.60 2.92 1 0.00 0.00 0.00 0.00 185.30 185.30 185.30 2.83 Page 233 of 488 Agenda Item #11. - O O O O � M O O. q- O O W � O O O O Ln N O O Ln O O O Ln O O O O M O C. O O M O O O M N N N O O I, V- I" M CD O"r M O O Ol Ln I� 7 N M Ln +-- O O Ln ID O CD ID I,, CODO Ln iO O O M N N N O I� 01 I� n Ln r, N N N O n op O O W O O O Ln 00 .--i LO "D O CO O� Ln Ln M N N N O 01 N O O Ln M l0 CO �D a 2 � a U F=i U Q E U 0 i 0 i Uj J U (�5 J U I%i J U o a u a�i o Q u a�i o Q u a"i LL LL � LL � � M F o a o o M o SEE U O a U O a U O a t s t t s t s s t s t t s N N N N N N N N T T T T T T T T T T T T T T O O O O O Ln Ln Ln If) Ln Ln Ln Ln O O CD C. O N rq N N N N Page 234 of 488 Agenda Item #11. Comment: Comment: Scenario: Node: Hydrograph Method: Infiltration Method: Time of Concentration: Max Allowable Q: Time Shift: Unit Hydrograph: Peaking Factor: Area: Curve Number: Impervious: % DCIA: % Direct: Rainfall Name: Scenariol Pre NRCS Unit Hydrograph Curve Number 15.0000 min 0.00 cfs 0.0000 hr UH484 484.0 1.0500 ac 62.0 0.00 0.00 0.00 Scenario: Scenariol Node: Project Dry Det Hydrograph Method: NRCS Unit Hydrograph Infiltration Method: Curve Number Time of Concentration: 15.0000 min Max Allowable Q: 0.00 cfs Time Shift: 0.0000 hr Unit Hydrograph: UH484 Peaking Factor: 484.0 Area: 1.0500 ac Curve Number: 75.3 Impervious: 0.00 DCIA: 0.00 % Direct: 0.00 Rainfall Name: Scenario: Scenariol Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 3.00 ft Warning Stage: 14.00 ft S:\j\ICPR 4\1352 TEQ ADS 4500 1 basin\ 12/2/2021 08:50 Page 235 of 488 Agenda Item #11. Comment: 5.001 0.0002 1 9 10.501 0.0002 1 9 Scenario: Scenariol Type: Time/Stage Base Flow: 0.00 cfs Initial Stage: 9.87 ft Warning Stage: 14.00 ft Boundary Stage: [Year Hour�FSta Comment: •• Scenario: Scenariol Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 8.60 ft Warning Stage: 19.00 ft 8.60 0.0000 0 18.20 1.0500 45738 Comment: Scenario: Scenarios Type: Stage/Volume Base Flow: 0.00 cfs Initial Stage: 2.75 ft Warning Stage: 14.00 ft 2.75 0.00 0 3.00 0.01 514 S:\j\ICPR 4\1352 TEQ ADS 4500 1 basin\ 12/2/2021 08:50 Page 236 of 488 Agenda Item #11. 3.25 0.02 1028 3.50 0.04 1546 3.75 0.06 2675 4.00 0.09 3790 4.25 0.11 4901 4.50 0.14 6003 4.75 0.16 7096 5.00 0.19 8172 5.25 0.21 9239 5.50 0.24 10289 5.75 0.26 11317 6.00 0.28 12332 6.25 0.31 13321 6.50 0.33 14283 6.75 0.35 15202 7.00 0.37 16130 7.25 0.39 17001 7.50 0.41 17829 7.75 0.43 18604 8.00 0.44 19310 8.25 0.46 19903 8.50 0.46 20081 8.75 0.50 21915 9.00 0.49 21479 9.25 0.50 1 21954 9.50 1 0.52 1 22651 Comment: Scenario: Scenariol Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 8.50 ft Warning Stage: 14.00 ft s ..- 8.50 0.0001 4 10.55 0.0800 3485 11.00 0.1800 7841 12.60 0.3500 15246 13.50 1 0.5500 1 23958 13.90 1 0.6000 1 26136 Comment: S:\j\I CPR 4\1352 TEQ ADS 4500 1 basin\ 12/2/2021 08:50 Page 237 of 488 Agenda Item #11. n Scenario: Scenariol Invert: 7.00 ft Invert: 7.00 ft From Node: Project Chamber Manning's N: 0.0220 Manning's N: 0.0220 To Node: Control StructureGeometry: Link Count: 1 Max Depth: 1.50 ft Max Depth: 1.50 ft Flow Direction: Both Bottom Solution: Combine Default: 0.00 ft Default: 0.00 ft Increments: 10 Op Table: Op Table: Pipe Count: 1 Ref Node: Ref Node: Damping: 0.0000 ft Manning's N: 0.0000 Manning's N: 0.0000 Length: 42.00 ft FHWA Code: 1 Default: 0.00 ft Default: 0.00 ft Entr Loss Coef: 0.50 Op Table: Op Table: Exit Loss Coef: 1.00 Ref Node: Ref Node: Bend Loss Coef: 0.00 Manning's N: 0.0000 Manning's N: 0.0000 Bend Location: 0.00 dec Energy Switch: Energy Pipe Comment: Component Weir: 1 : • Weir Count: 1 Default: 0.00 ft Weir Flow Direction: None Op Table: Damping: 0.0000 ft Ref Node: Weir Type: Sharp Crested Vertical •. Geometry Type: Rectangular Default: 0.00 ft Invert: 9.50 ft Op Table: Control Elevation: 9.50 ft Ref Node: Max Depth: 1.25 ft Discharge Coefficients Max Width: 0.25 ft Weir Default: 3.200 Fillet: 0.00 ft Weir Table: Orifice Default: 0.600 Orifice Table: Weir Comment: Drop Structure Comment: Scenario: Scenariol Invert: 5.00 ft Invert: 5.00 ft From Node: Project Chamber Manning's N: 0.0130 Manning's N: 0.0130 To Node: Project Dry Det Geometry: Link Count: 1 Max Depth: 1.50 ft Max Depth: 1.50 ft Flow Direction: Both Bottom Clip Damping: 0.0000 ft Default: 0.00 ft Default: 0.00 ft Length: 35.00 ft Op Table: Op Table: FHWA Code: 0 Ref Node: Ref Node: Entr Loss Coef: 0.00 Manning's N: 0.0000 Manning's N: 0.0000 S:\j\ICPR 4\1352 TEQ ADS 4500 1 basin\ 12/2/2021 08:50 Page 238 of 488 Agenda Item #11. 5 Exit Loss Coef: 0.00 IIIIIIIIIIMM Bend Loss Coef: 0.00 Default: 0.00 ft Default: 0.00 ft Bend Location: 0.00 dec Op Table: Op Table: Energy Switch: Energy Ref Node: Ref Node: Manning's N: 0.0000 Manning's N: 0.0000 Comment: Weir Link: L-0110W Mir Scenario: Scenariol Bottom From Node: Control Structure Default: 0.00 ft To Node: OUTFALL County Op Table: Link Count: 1 Ref Node: Flow Direction: Both .. Damping: 0.0000 ft Default: 0.00 ft Weir Type: Horizontal Op Table: Geometry Type: Rectangular Ref Node: Invert: 10.50 ft Discharge Coefficients Control Elevation: 10.50 ft Weir Default: 2.800 Max Depth: 3.00 ft Weir Table: Max Width: 2.00 ft Orifice Default: 0.600 Fillet: 0.00 ft Orifice Table: Comment: Scenario: Scenarios Run Date/Time: 11/23/2021 4:59:37 PM Program Version: ICPR4 4.07.06 Run Mode: Normal Year Month Day Hour [hr] Start Time: 0 0 0 0.0000 End Time: 0 0 0 72.0000 Hydrology [sec] Surface Hydraulics [sec] Min Calculation Time: 60.0000 0.1000 Max Calculation Time: 30.0000 Mh Hydrology ■ S:\j\ICPR 4\1352 TEQ ADS 4500 1 basin\ 12/2/2021 08:50 Page 239 of 488 Agenda Item #11. INFMonth VrDay Hour [hr] Time Increment min 1 1 1 1 loll 1 loll Surface Hydraulics 'Year @I Month GpDay Hour [hr] 4§1 Time Increment [miM 1 1 1 1 loll f fool False Save Restart: Resources •• . Tables Resources .. . Tables Rainfall Folder: Boundary Stage Set: Extern Hydrograph Set: Unit Hydrograph Curve Number Set: 1 Folder: Green-Ampt Set: Vertical Layers Set: Impervious Set: 1 •- : •. . r Time Marching: SAOR IA Recovery Time: 24.0000 hr Max Iterations: 6 Over -Relax Weight 0.5 dec Fact: dZ Tolerance: 0.0010 ft Smp/Man Basin Rain Global Opt: Max dZ: 1.0000 ft Link Optimizer Tol: 0.0001 ft Rainfall Name: —SFWMD-72 Rainfall Amount: 16.00 in Edge Length Option: Automatic Storm Duration: 72.0000 hr Dflt Damping (1D): 0.0050 ft Min Node Srf Area 100 ft2 (1D): Energy Switch (1D): Energy Comment: Simulation: Scenario: Scenariol Run Date/Time: 11/23/2021 4:50:53 PM Program Version: ICPR4 4.07.06 S:\j\ICPR 4\1352 TEQ ADS 4500 1 basin\ 12/2/2021 08:50 Page 240 of 488 Agenda Item #11. kLeneral.4 7 Run Mode: Normal Year Month Day Hour [hr] Start Time: 0 0 0 0.0000 End Time: 0 0 0 72.0000 Hydrology [sec] Surface Hydraulics [sec] Min Calculation Time: 60.0000 0.1000 Max Calculation Time: 30.0000 Hydrology Month D 9 0 10 Save Restart: False Rainfall Folder: Unit Hydrograph Folder: Time Marching: SAOR Max Iterations: 6 Over -Relax Weight 0.5 dec Fact: dZ Tolerance: 0.0010 ft Max dZ: 1.0000 ft Link Optimizer Tol: 0.0001 ft Edge Length Option: Automatic S:\j\ICPR 4\1352 TEQ ADS 4500 1 basin\ 0 0.0000 1 15.0000 0.0000 1 15.0000 Boundary Stage Set: Extern Hydrograph Set: Curve Number Set: 1 Green-Ampt Set: Vertical Layers Set: Impervious Set: 1 Tolerances Options IA Recovery Time: 24.0000 hr Smp/Man Basin Rain Global Opt: Rainfall Name: —SFWMD-72 Rainfall Amount: 13.00 in Storm Duration: 72.0000 hr 12/2/2021 08:50 Page 241 of 488 Agenda Item #11. 8 Dflt Damping (113): 0.0050 ft Min Node Srf Area 100 ft2 (1D): Energy Switch (1D): Energy Comment: Scenario: Scenariol Run Date/Time: 11/23/2021 4:51:16 PM Program Version: ICPR4 4.07.06 Run Mode: Normal Year Month Day Hour [hr] Start Time: 0 0 0 0.0000 End Time: 0 0 0 24.0000 Hydrology [sec] Surface Hydraulics [sec] Min Calculation Time: 60.0000 0.1000 Max Calculation Time: 30.0000 Hydrology 0 0 0 0.0000 15.0000 Surface Hydraulics 0 10 1 0 1 0.0000 1 15.0000 Save Restart: False Rainfall Folder: Unit Hydrograph Folder: S:\j\ICPR 4\1352 TEQ ADS 4500 1 basin\ Lookup Tables Boundary Stage Set: Extern Hydrograph Set: Curve Number Set: 1 12/2/2021 08:50 Page 242 of 488 Agenda Item #11. Time Marching: SAOR Max Iterations: 6 Over -Relax Weight 0.5 dec Fact: dZ Tolerance: 0.0010 ft Max dZ: 1.0000 ft Link Optimizer Tol: 0.0001 ft Edge Length Option: Automatic Comment: S:\j\ICPR 4\1352 TEQ ADS 4500 1 basin\ Green-Ampt Set: Vertical Layers Set: Impervious Set: 1 IA Recovery Time: 24.0000 hr Smp/Man Basin Rain Global Opt: Rainfall Name: —FLMOD Rainfall Amount: 7.00 in Storm Duration: 24.0000 hr Dflt Damping (113): 0.0050 ft Min Node Srf Area 100 ft2 (1D): Energy Switch (113): Energy 9 12/2/2021 08:50 Page 243 of 488 Agenda Item #11. Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants Allied Capital and Development of South Florida, LLC 115 Front Street, Suite 300 Jupiter, Florida 33477 Attn: Joe Campione SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION 4 STORY OFFICE BUILDING - 691 US HIGHWAY 1 TEQUESTA, FLORIDA INTRODUCTION AAI File No. 21-1612 January 25, 2021 In accordance with your request and authorization, Ardaman & Associates, Inc. has completed a subsurface exploration and geotechnical engineering evaluation for the above referenced project. We explored the general subsurface conditions in order to evaluate their suitability for the support of the proposed construction, to obtain a measure of pertinent engineering properties of subsurface materials, and to provide preliminary recommendations for site preparation and foundation design. Our work included soil borings, a field permeability test and engineering analyses. This report describes our explorations and test, reports their findings, and summarizes our conclusions and recommendations. SITE LOCATION AND DESCRIPTION The site is located at 691 US Highway 1 (Section 30, Township 40 South, and Range 43 East) in Tequesta, Palm Beach County, Florida. The site appeared as a vacant grass, sand and weed covered parcel of land at the time this exploration was completed. We understand that the site was previously developed with 1-story commercial buildings along with the associated parking and drive areas. The structures were razed at some time prior to this exploration. A site vicinity map is presented as our Figure 1. PROJECT DESCRIPTION It is our understanding that a 4 - Story Office Building is being planned along with the associated parking and drive areas. No detailed plans or structural loads were available at the time this exploration was completed. This report has anticipated the proposed structure will have a combination of weight -bearing masonry walls and isolated columns, with maximum wall loads on the order of 15 to 20 kips per lineal foot and maximum column loads on the order of 400 to 500 kips. If any of this information is incorrect or anticipated to change, we should be notified immediately and allowed time to review the changes and make corrections to this report as needed. 2200 North Florida Mango Road, Suite 101, West Palm Beach, Florida 33409 Phone (561) 687-8200 FAX (561) 640-7375 Florida: Bartow, Cocoa, Fort Myers, Miami, Orlando, Port St. Lucie, Sarasota, Tallahassee, Tampa.. West Palm Beach Page 244 of 488 Louisiana: Baton Rouge, New Orleans, Shreveport Agenda Item #11. AAI File No. 21-1612 FIELD EXPLORATION Soil Borings Page 2 A Site Development Plan prepared by Spina Orourke + Partners and Gentile Glas Halloway O'Mahoney dated December 2020 was provided which showed the planned layout of the proposed construction. A map showing the ideal location for a field permeability test was supplied by John Iravani, PE. Four (4) SPT borings were performed and terminated at depths of 25 to 50 feet below the existing grades. A portion of the site plan has been reproduced and used to show the approximate boring locations arranged across the site. This figure is presented as our attached Figure 2: Boring Location Plan. The soil borings were performed in general accordance with the procedures outlined in ASTM D-1586. The boring logs and a description of our drilling and testing procedures are attached. Field Permeability Test Results In order to estimate the hydraulic conductivity of the upper soils, a field permeability test was performed at the approximate location shown in Figure 2. This test was conducted in general accordance with the usual open -hole exfiltration test method described in the South Florida Water Management District (SFWMD) Permit Information Manual, Volume IV. Descriptions of the soils observed in the test borehole and the test results are presented in the attached field permeability test log. In brief, the exfiltration test yielded a hydraulic conductivity value of 4.18 x 10-1 cfs/sqf - ft head. General Our field exploration was conducted on January 13 and 14, 2021. The boring locations were laid out in the field in reference to the property boundaries and existing site features. The boring locations were adjusted in the field when found to be in conflict with existing structures or underground utilities. We estimate that the actual boring locations are within approximately 20 feet of the locations shown in Figure 2. LABORATORY TESTING Our drillers examined the soils recovered from the SPT sampler, placed the recovered soil samples in moisture proof containers, and maintained a log for each boring. The field soil boring logs and recovered soil samples were transported to our West Palm Beach soils laboratory from the project site. Each soil sample was then examined by an Engineer and visually classified in general accordance with the Unified Soil Classification System (USCS). The soil classifications and other pertinent data obtained from our explorations and laboratory examinations and tests are reported on the attached boring logs. The soil samples recovered from our explorations will be kept in our laboratory for 60 days, then discarded unless you request otherwise. GENERAL SUBSURFACE CONDITIONS The attached boring logs present a detailed description of the soils encountered at the locations and the depths explored. The soil stratification shown on the boring logs is based on examination of recovered soil samples and interpretation of the driller's field logs. It indicates only the approximate boundaries between soil types. The actual transitions between adjacent soil strata may be gradual and indistinct. Page 245 of 488 Agenda Item #11. AAI File No. 21-1612 Page 3 As shown in the boring logs, the soils consisted generally of loose fine sands with few to some shell and limerock fragments and occasional concrete debris to depths of 2 to 4 feet, followed by very loose to loose fine sands to depths of 18 to 25 feet, in turn followed by loose to medium dense fine sands to the termination depth of our deepest borings at 50 feet. A notable exception occurred in boring location B-1 where random pockets/lenses of moderately hard to hard cemented sand and shell (Coquina limestone) were encountered between depths of about 10 and 50 feet. Please refer to the attached boring logs for further details of the soils encountered in each of our boring locations. GROUNDWATER CONDITIONS Our drillers encountered groundwater from 9.5 feet to greater than 10 feet (estimated between 10 and 13 feet) below the existing grade in the boring locations at the time of completion. A viscous drilling fluid was introduced to maintain borehole stability which prevented accurate groundwater measurements below 10 feet. Fluctuations in groundwater level on this site should be anticipated throughout the year due to a variety of factors, the most important of which is recharge from rainfall, established drainage patterns and possibly some limited tidal influences. Groundwater levels somewhat above the present levels should be expected after extreme tides, major storm events and periods of heavy or prolonged rainfall. DISCUSSIONS AND RECOMMENDATIONS General Based on the anticipated structural loads, to provide more uniform conditions and allow an increased bearing capacity for design, we recommend using Vibro-Compaction (VC) improvement. Based on the anticipated structural loads, the treatment depths will likely be on the order of 15 to 20 feet below the ground surface in all heavily loaded foundation areas, followed by a vibratory roller compaction program. After the site has been prepared as recommended herein, shallow foundations under heavy loaded structural elements can be used, proportioned for a maximum bearing stress of 6,000 pounds per square foot (psf). Construction trailers, privacy walls and other minor structures (sign foundations, equipment pads, etc.) can be supported on shallow foundations proportioned for 2,500 psf after compacting the ground surface with a heavy vibratory roller. The implementation of VC improvement generates ground vibrations that could adversely affect nearby structures and/or cause moderate ground settlements 25 feet or more from the application point. The condition of existing structures that could be affected should be properly recorded and monitored. Alternate improvement methods will need to be considered as necessary. Following are detailed recommendations for site preparation procedures and foundation design. Site Preparation Procedures The recommended site preparation scheme involving VC consist of the following: The building areas within lines five feet outside building perimeters, and the areas to be paved, should be cleared, grubbed and stripped of all surface vegetation, trash, debris and topsoil. Remnants of old foundations, pavement components and underground utility lines should be removed from within the construction areas and their excavations/depressions backfilled with approved granular fill placed and compacted in thin lifts as recommended below. Page 246 of 488 Agenda Item #11. Ardaman &Associates, Inc. FIELD PERMEABILITY TEST LOG SFWMD USUAL OPEN -HOLE TEST EX-1 PROJECT: 691 US Highway 1 4 STORY OFFICE BUILDING FILE No.: 21-1612 Tequesta, Florida TEST LOCATION: As per plan. DRILL CREW: DG/WC GROUNDWATER OBSERVED AT DEPTH Greater than 6.0 feet. Q I I I I I I I H2 I fd I I _z_ Water Table I I DS TEST DATE: 1/13/21 K= 4 zd(2HZ +4HZDs +HZd) Q ["Stabilized" Flow Rate (cfs)] = 9.13 x 10 3 K [Hydraulic Conductivity (cfs/sqf - ft head)] = 4.18 x 10-4 d [Diameter of Test Hole (ft)] = 0.375 H_ [Depth to Water Table (ft)] = 6+ * D% [Saturated Hole Depth (ft)] = 0 * By Groundwater DEPTH SYMBOLS SOIL DESCRIPTION SAMPLE No. Gray fine sand, some limerock fragments !'.t' ------------------------•----.....--------••-------....----...-----•----..._..-••••--•-...---....--- ' Light gray fine sand 3 4 5 ...... ___ . '. ___ Orangish brown fine sand 6 NOTES: Boring terminated at 6.0 feet. Ardaman & Associates Paae 247 df 488 Agenda Item #11. JH1 Jeff H. Iravani, Inc. Consulting Engineers 1934 Commerce Lane, Suite 5 Jupiter, Florida 33458 Tel: (561) 575-6030 Fax: (561) 575-6088 Email: JHlk)bellsouth.net Website: www.JHlinc.com Drainage Statement For Mastroianni Family Office The site is located on the east side of US HWY-1 between Canal Ct and Inlet Ct and consists of 1.05 ac of undeveloped land. The site is currently mostly cleared of vegetation and has overhead power lines through the middle of the lot. See Exhibit A. A 4-story commercial office development with supporting infrastructure is proposed. The proposed drainage system consists of exfiltration trenches. The drainage system meets Village of Tequesta standards for water quality, and the project maintains 95% of all stormwater runoff on site. The project also meets the standards for 25yr, 72 hour design storm for perimeter berm and 100yr, 72 hour design storm criteria for finished floor elevation design. The drainage positive outfall shall be provided by a bubble up inlet near Canal Ct. Section 30, Township 405, Range 43E, Village of Tequesta, Palm Beach County, Florida Please feel free to contact me should you have any questions. Sincerely, Jeff H. Iravani, P.E. No, 33955 -A- ; STATE OF ' W XONAO i� cis • QlR1Q . �'�'`�� alit This item has been electronically signed and sealed by Jeff H. Iravani using a 'HA Authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. Digitally signed by Jeff H. Iravani PE Date: 2021.06.21 13:48:00-04'00' Page 248 of 488 F �r�y 4 N'. MIINI L!�•� r R�" 1 WO Ot 40 q mL Agenda Item #11. JH1 Jeff H. Iravani, Inc. Consulting Engineers 1934 Commerce Lane, Suite 5 Jupiter, Florida 33458 Tel: (561) 575-6030 Fax: (561) 575-6088 Email: JHlk)bellsouth.net Website: www.JHlinc.com Fire Flow Statement For Mastroianni Family Office The site is located on the east side of US HWY-1 between Canal Ct and Inlet Ct and consists of 1.05 ac of undeveloped land. The site is currently mostly cleared of vegetation and has overhead power lines through the middle of the lot. See Exhibit A. A 4-story commercial office development with supporting infrastructure is proposed. The proposd building will have a fire sprinkler system that will meet all required applicable codes. The proposed fire protection system for the site shall meet the requirements for Village of Tequesta and NFPA #1. The proposed fire service design meets the level of service standards and concurrency requirements of the Village of Tequesta. The fire system for the site includes Reduced Pressure Detector Assemblies, Fire Department Connections and appropriate fire hydrant access for the project Section 30, Township 405, Range 43E, Village of Tequesta, Palm Beach County, Florida Please feel free to contact me should you have any questions. Sincerely, Jeff H. Iravani, P.E. �N`N`' �Jr �N ytiC6lre�•, No.33955 STATE 01: v 00 fi40ltio*.� Alf This item has been electronically signed and sealed by Jeff H. Iravani using a SHA Authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. Digitally signed by Jeff H. Iravani PE Date: 2021.06.21 13:35:04 -04'00 1 Page 250 of 488 0 1 d7, lid rTr-, 0 �- IL jo YA' 00 4 AI Ll Ic .A" LA --ALF PS c Agenda Item #11. JH1 Jeff H. Irayani, Inc. Consulting Engineers 1934 Commerce Lane, Suite 5 Jupiter, Florida 33458 Tel: (561) 575-6030 Fax: (561) 575-6088 Email: JHlk)bellsouth.net Website: www.JHlinc.com Sanitary Sewer Statement For Mastroianni Family Office The site is located on the east side of US HWY-1 between Canal Ct and Inlet Ct and consists of 1.05 ac of undeveloped land. The site is currently mostly cleared of vegetation and has overhead power lines through the middle of the lot. See Exhibit A. A 4-story commercial office development with supporting infrastructure is proposed. The proposed sewer system will consist of gravity sanitary service to a proposed lift station which will lead to a 2"LPM maintained by Loxahatchee River District. The existing 2" LPM has sufficient capacity for this project. The proposed Sanitary Sewer design meets the level of service standards of 108 gallons per capita per day and concurrency requirements of the Village of Tequesta. Section 30, Township 405, Range 43E, Village of Tequesta, Patin Beach County, Florida Please feel free to contact me should you have any questions. Sincerely, Jeff H. Iravani, P.E. 14. No. 33155 ` STATE OF r 101VAL "fill I ! t I Digitally signed by Jeff H. Iravani PE Date: 2021.06.21 electronically signed and sealed by Jeff H. This item has been Authentication Iravani using a SHA Authentication code. Printed copies of this l 5 0 _ 04 0 0 document are not considered signed and sealed and the SHA • J : authentication code must be verified on any electronic copies. Page 252 of 488 nip NiTXk } 4. 4 # I�R 40 k %I _ffi # 4 if y , JA 'Jilt v Agenda Item #11. JH1 Jeff H. IraYani, Inc. Consulting Engineers 1934 Commerce Lane, Suite 5 Jupiter, Florida 33458 Tel: (561) 575-6030 Fax: (561) 575-6088 Email: JHlk)bellsouth.net Website: www.JHlinc.com Potable Water Statement For Mastroianni Family Office The site is located on the east side of US HWY-1 between Canal Ct and Inlet Ct and consists of 1.05 ac of undeveloped land. The site is currently mostly cleared of vegetation and has overhead power lines through the middle of the lot. See Exhibit A. A 4-story commercial office development with supporting infrastructure is proposed. The proposed potable water system shall consist of an 8" watermain line, with a dedicated water meter for the building, with a tie in into the Village of Tequesta water distribution system to provide adequate water service to the project. The water level of service criteria that shall be used for this project are: 1. Average daily water consumption rate of 175 gallons/capita/day 2. Maximum daily water consumption, including irrigation, rate of 180 gallons/capita/day & Nonresidential*: 3,030 gallons/acre/day The proposed potable water design meets the level of service standards and concurrency requirements of the Village of Tequesta. Section 30, Township 40S, Range 43E, Village of Tequesta, Palm Beach County, Florida Please feel free to contact me should you have any questions. Sincerely, Jeff H. Iravani, P.E. No.33166 a � r STATE OF4,0 ;06- irrt This Item has been electronically signed and sealed by Jett H. Iravani using a SHA Authentication code. Pdnted copies of this I ocument are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. Digitally signed by Jeff H. I rava n i PE Date: 2021.06.21 13:36:09-04'00' Page 254 of 488 1 w _ ,L 'k ks Ar 4. 104 hdL f; �. 'yam y5 �i47� x, •r� � _i � � ��c�.�i� Agenda Item #11. DW2450 Adapts easily to differently shaped dishes and glasses with a height - adjustable middle rack and fold -down tines Removes food and grease with three powerful spray arms and custom wash and dry options for different soil levels Filters food efficiently through fine mesh for cleaner water throughout every cycle Dries every type of dish, utensil, and pan thoroughly with a hot rinse and fan -assist Operates in near silence that never interrupts Matches classic Wolf and Sub -Zero stainless steel or accepts custom panels to integrate into any kitchen design Opt for a stainless steel exterior panel for equal durability and a timeless, sophisticated look Provides better visibility with interior LED lights Maintains clean lines with sleek control panel and floor status light Marvel at the durability of the stainless steel interior, built for decades of use Monitor cycle progress, even start a new cycle, remotely. Receive alerts when rinse aid is low Pro Handle Tubular Handle 24" Stainless Steel Door Panels 60cm Stainless Steel Door Panels 24" Stainless Steel Kickplates 60cm Stainless Steel Kickplates Accessories are available through an authorized dealer. For local dealer information, visit subzero-wolf.com/locator. PRO 222010 TUBULAR MMMMMOV DISHWASHER • 4 LED lights (2 sides; 2 top) • 43 spray jets across three spray arms • Four -stage, fine mesh filter • Adjustable stemware rail • Adjustable cup shelf • Height -adjustable middle rack • Easy -glide bottom rack • Upper silverware rack • One large utensil basket -Page 256 of 488 Specifications are subject to change without notice. This information was generated on April 1, 2021. Verify specifications prior to finalizing your cabinetry/enclosures. Agenda Item #11. . ._ DUCT SPECIFICATIONS Model DW2450 Dimensions 23 5/8"W x 34 1/2"H x 23 1/4"D Door Clearance 26 3/4" Sound Level 41 dBA (Model and cycle/option dependent) Electrical Supply 115 VAC, 60 Hz Electrical Service 15 amp dedicated circuit Receptacle 3-prong grounding -type Cord Length 6' Water Connection 5' braided tubing with 3/8" female compression fitting Drain Connection 5' (1.5 m) corrugated tubing Plumbing Pressure 30-140 psi ELECTRICAL PLUMBING DIRAIN CONNECTION ELECTRICAL LOCATION IN ADJACENT 20"(508) CABINET TO 43" (h osz) E E I FRONTVIEW I COVE OPENING WIDTH Cove dishwashers accommodate varying opening widths. A 23 5/8" (60 cm) width provides minimum reveals and is ideal for new construction. A 24" width is also common; however, reveals for a 24" opening will be larger than the reveals for a 23 5/8" opening unless the panel width is adjusted accordingly. 24" and 60 cm stainless steel panels are available and must be specified accordingly. PANEL SPECIFICATIONS For complete panels specifications including width/height, weight requirements and thickness requirements visit subzero-wolf.com/reveal. INTERIOR VIEW This illustration is intended for interior reference only and may not represent the exterior of the model being specified. DIMENSIONS 235/8" (600) 231/4" (591) > 341/2" `34" (864) MIN To345/8" (880) MAX 341 /z" (8T8) OPENING HEICHT 1 SIDE VIEW FRONT VIEW NOTE: 31/2" (89) f-Shad,0111s M11 be visible and should be 610had to match CIWI t .. 1 3/4" (19) TYPICAL 31/" (e9) FINISHED RETURN I 24"(s1a)� FRAMELESS CABINETRY TV PICAL 31/2" (89) FINISHED FILLER RETURN 24" (ato) FRAMED CABINETRY L=- Specifications are subject to change without notice. This information was generated on April 1, 2021. Verify specifications prior to finalizing your cabinetry/enclosures. Page 257 of 488 FM15TF/S FEATURES Makes fried food crispier and lighter without unnecessary grease Ensures shortening and lard don't burn with the melt feature Pair the slim 15" modules with other modules and full-size transitional framed cooktops Keeps your kitchen looking spotless with a low -profile, stainless -steel lid Remove foods easily with three dishwasher -safe wire baskets Holds and drains oil more conveniently with a manual locking drain Program via an illuminated control panel ACCESSORIES Cooktop/Module Filler Strip Accessories available through an authorized dealer. For local dealer information, visit subzero-wolf.com/locator. Page 258 of 488 Specifications are subject to change without notice. This information was generated on April 5, 2021. Verify specifications prior to finalizing your cabinetry/enclosures. PRODUCT SPECIFICATIONS Model FM15TF/S Dimensions 15"W x 13 1/2"H x 21"D Weight Electrical Supply Electrical Service Conduit Length ELECTRICAL 42 I bs 3-wire, 240/208 VAC, 50/60 Hz 15 amp dedicated circuit COUNTERTOP LOCATE ELECTRICAL SUPPLY ANYWHERE ON BACK WALL OF OPENING I 4 Feet NOTE: Dimensions in parenthesis are in millimeters unless otherwise specified DIMENSIONS o 21" (533) <15"� (381) F 83/4" (222) 7/81, 4" t (22) (102) DRAIN OUTLET STANDARD INSTALLATION 21/2" (64) min 14" 19112" (356) (495) 21/2" (64) min COUNTERTOP CUT-OUT 6" 123/8" (152) (314) DRAIN OUTLET NOTE. Shaded area above countertop indicates minimum clearance to combustible surfaces, combustible materials cannot be located within this area. Page 259 of 488 Specifications are subject to change without notice. This information was generated on April 5, 2021. Verify specifications prior to finalizing your cabinetry/enclosures. SRT304 FEATURES Maintain control with four dual -stacked burners that go from 20,000 Btu down to a more breath of flame Simmer and melt sauces, soups, and marinades easily with the lower tier of the dual -stacked burner Reignites flame automatically with spark ignition system Move pots and pans effortlessly across the continuous cast-iron grates Cleanup is a snap as sealed, seamless burner pans contain sloshes and spills Match other Sub -Zero, Wolf, and Cove products with heavy -gauge stainless steel and signature red infinite control knobs ACCESSORIES 2-Burner Wok Grate Center S-Grate Filler Trim S-Grates Stainless steel, brass or chrome bezels High altitude conversion kits available 5" and 10" stainless steel risers, and 20" riser with shelf Signature red, black or stainless steel control knobs Accessories available through an authorized dealer. For local dealer information, visit subzero-wolf.com/locator. An TOP CONFIGURATION RANGETOP SPECIFICATIONS • Stainless -steel island trim (included) • Stainless -steel bezels • 1 - 9,200 Btu burner • 1 - 15,000 Btu burner • 1 - 18,000 Btu burner • 1 - 20,000 Btu burner Specifications are subject to change without notice. This information was generated on April 1, 2021. Verify specifications prior to finalizing your cabinetry/enclosures. PRODUCT SPECIFICATIONS DIMENSIONS Model SRT304 Dimensions 29 7/8"W x 8 1/2"H x 28 1/2"D Electrical Supply 120 VAC, 60 Hz Electrical Service 15 amp dedicated circuit Gas Supply 3/4" ID line Gas Inlet 1/2" NPT female Receptacle 3-prong grounding -type ELECTRICAL GAS RIGHT SIDE PLATFORM OF OPENING PLATFORM OF OH ENIING /PLATFORM �( 4„ TOP VIEW \ (102) �— BACK WALL E G T — 16" (4os) ELECTRICAL AND GAS / PLATFORM 4„ TOPVIEW (102) �— BACK WALL E G 7— 16' (406) y ELECTRICAL \ AND GAs NOTE: Dimensions in parenthesis are in millimeters unless otherwise specified 81/2�� 71/2 0700 0 © (216) (191) T T 297/811(759) STANDARD INSTALLATION E 281/2" (724) n — 271/2" (699) F91/4' (235) 171/2" (445) —121/2" (318) 241/8" (613) 81/2° (216) T 261/8" (664) 30" (762) To 36" (914) TO BOTTOM OF VENTILATION HOOD' L 30" (7s2) OPENING WIDTH PLATFORM —t 'Without ventilation hood, 36" (914) minimum clearance countertop to combustible materials NOTE: Shaded area above countertop indicates minimum clearance to combustible surfaces. combustible materials cannot be located within this area. Electrical and gas supply located through bottom of platform. For island installation. 12"(305) minimum clearance back of range to combustible rear wall above countertop. Page 261 of 488 Specifications are subject to change without notice. This information was generated on April 1, 2021. Verify specifications prior to finalizing your cabinetry/enclosures. Agenda Item #11. Specification sheet Weather -protective and sound -attenuated Steel enclosures 130-750 kW regulated standby generator sets Description Cummins provides the option of protecting your Cummins Generator Set (GenSet) with weather protective and sound attenuated steel enclosures that not only limit the GenSet from producing high decibels of sound, but also protect the GenSet from harsh weather conditions. These field -installable enclosure kits are designed to enclose the entire GenSet while allowing ample air flow for cooling. Multiple kit configurations are available for each GenSet model to suit most weather protection and sound control requirements: Weather -protective enclosures (F001-WPE) provide protection from climate conditions and include an internally -mounted exhaust silencer. The enclosure and exhaust silencer are appropriate for applications where sound reducing enclosures are not required. Level I sound -attenuated enclosures (Fool-L1) provide weather protection and include an internally -mounted exhaust silencer and sound insulating panels. The silencer and the panels reduce the noise level of the GenSet to a level below that achieved with a weather protective enclosure. Level I sound -attenuated enclosures are appropriate for applications where sound reducing enclosures are required. Level II sound -attenuated enclosures (F001-1-2) provide weather protection and include an internally -mounted exhaust silencer and sound insulating panels which reduce the noise level of the GenSet to a level below that achieved with a Level I sound -attenuated enclosure. Level II sound -attenuated enclosures are appropriate for applications where sound reducing enclosures are required. 130 to 200 kW standard construction • 14-gauge, low carbon, hot -rolled ASTM A1011 steel construction (panels) • 12-gauge, low carbon, hot -rolled ASTM A1011 steel construction (posts) 250 to 750 kW standard construction • Galvannealed steel construction for corrosive environments • Aluminum construction offered as an option for corrosive environments Doc.25315 Rev.5 Page 262 of 488 Agenda Item #11. Features and benefits • Stainless steel hardware • Compact footprint • Zinc phosphate pretreatment, a -coat primer and super durable powder topcoat print minimizes corrosion and color fade • Two or three recessed doors per side (depending on GenSet dimensions) for service access • Doors keyed alike for added security and convenience • Weather protective seals around all doors on WPE & sound attenuated enclosures • Enclosed exhaust silencer improves safety and protects against rust • Critical sound level exhaust silencers in sound attenuated enclosures • Rain collar and rain cap • Non -hygroscopic sound -attenuating material • Easy access lifting points for spreader bars and forklift, depending on model • Enclosure attaches directly to GenSet skid base • Designed for ambient temperatures up to 40 °C (104 OF)* • Enclosures are designed for outdoor use only • Standard wind rating of 100 mph • Removable enclosure panels or hinged doors provide easy GenSet access • Fixed louvers • Cambered roof prevents water accumulation • Fuel and electrical stub -up area within enclosure perimeter Refer to the GenSet Specification Sheet and the Sound Data Sheet for specific capabilities. *GenSets with weather -protective or sound -attenuated enclosures may reduce the ambient capability by 2 to 4.5 °C (4 to 8 OF), depending on the type of enclosure and site conditions. Housing options • 5 kW heater • 100A, 120/240V distro panel • AC lights (2 X AC vaporproof) • 120V GFI convenience receptacles (2) • Motorized intake and discharge louvers UL 2200 available • External E-Stop • High wind bracing • DC lights w/ timer (2) • Floor (required for non -pad or spring isolator mounting) -------------- V IF jr __ -= E�i Doc.25315 Rev.5 cummins.com Page 263 of 488 Agenda Item #11. 130 C200N6 PSI 11.1 L Weather protective enclosure (upgrade from open set) GFPC-02 130 C200N6 PSI 11.1 L Level 2 enclosure (upgrade from weather enclosure) GFPC-02 200 C200N6 PSI 11.1 L Weather protective enclosure (upgrade from open set) GFPC-02 200 C200N6 PSI 11.1 L Level 2 enclosure (upgrade from weather enclosure) GFPC-02 250 C250N6 GTA855e Weather protective enclosure (upgrade from open set) C250N6-02 250 C250N6 GTA855e Level 1 enclosure (upgrade from weather enclosure) C250N6-03 250 C250N6 GTA855e Level 2 enclosure (upgrade from Level 1 enclosure) C250N6-03 300 C300N6 GTA855e Weather protective enclosure (upgrade from open set) C300N6-02 300 C300N6 GTA855e Level 1 enclosure (upgrade from weather enclosure) C300N6-03 300 C300N6 GTA855e Level 2 enclosure (upgrade from Level 1 enclosure) C300N6-03 335 C550N6 GTA38E Weather protective enclosure (upgrade from open set) C500N6-02 335 C550N6 GTA38E Level 1 enclosure (upgrade from weather enclosure) C500N6-03 335 C550N6 GTA38E Level 2 enclosure (upgrade from Level 1 enclosure) C500N6-03 350 C350N6 KTA19SLB Weather protective enclosure (upgrade from open set) GFEB-02 350 C350N6 KTA19SLB Level 1 enclosure (upgrade from weather enclosure) GFEB-03 350 C350N6 KTA19SLB Level 2 enclosure (upgrade from Level 1 enclosure) GFEB-03 400 C400N6 GTA28E Weather protective enclosure (upgrade from open set) C400N6-02 400 C400N6 GTA28E Level 1 enclosure (upgrade from weather enclosure) C400N6-03 400 C400N6 GTA28E Level 2 enclosure (upgrade from Level 1 enclosure) C400N6-03 400 C400D6B QSZ13 Weather protective enclosure (upgrade from open set) C400D6B-02 400 C400D613 QSZ13 Level 1 enclosure (upgrade from weather enclosure) C400D613-03 400 C400D6B QSZ13 Level 2 enclosure (upgrade from Level 1 enclosure) C400D613-03 450 C450N6 GTA28E Weather protective enclosure (upgrade from open set) C450N6-02 450 C450N6 GTA28E Level 1 enclosure (upgrade from weather enclosure) C450N6-03 450 C450N6 GTA28E Level 2 enclosure (upgrade from Level 1 enclosure) C450N6-03 500 C500N6B GTA28E Weather protective enclosure (upgrade from open set) C500N613-02 500 C500N6B GTA28E Level 1 enclosure (upgrade from weather enclosure) C500N613-03 500 C500N6B GTA28E Level 2 enclosure (upgrade from Level 1 enclosure) C500N613-03 550 C550N6 GTA38E Weather protective enclosure (upgrade from open set) C550N6-02 550 C550N6 GTA38E Level 1 enclosure (upgrade from weather enclosure) C550N6-03 550 C550N6 GTA38E Level 2 enclosure (upgrade from Level 1 enclosure) C550N6-03 600 C600N6 GTA50E Weather protective enclosure (upgrade from open set) C750N6-02 600 C600N6 GTA50E Level 1 enclosure (upgrade from weather enclosure) C750N6-03 600 C600N6 GTA50E Level 2 enclosure (upgrade from Level 1 enclosure) C750N6-03 650 C650N6 GTA50E Weather protective enclosure (upgrade from open set) C750N6-02 650 C650N6 GTA50E Level 1 enclosure (upgrade from weather enclosure) C750N6-03 650 C650N6 GTA50E Level 2 enclosure (upgrade from Level 1 enclosure) C750N6-03 750 C750N6 GTA50E Weather protective enclosure (upgrade from open set) C750N6-02 750 C750N6 GTA50E Level 1 enclosure (upgrade from weather enclosure) C750N6-03 750 C750N6 GTA50E Level 2 enclosure (upgrade from Level 1 enclosure) C750N6-03 Doc.25315 Rev.5 cummins.com Page 264 of 488 Agenda Item #11. LInstalled weather enclosure dimensions* Model Length (in.) Width (in.) Height (in.) OWNS .• * All dimensions are estimated based on enclosure drawings. For detailed sound data, refer to the Sound Data Sheet for a specific model. Doc.25315 Rev.5 cummins.com Page 265 of 488 Agenda Item #11. Installed Model sound enclosure Length (in.) dimensions* Width (in.) Height (in.) @ . �. •� .eye All dimensions are estimated based on enclosure drawings. For detailed sound data, refer to the Sound Data Sheet for a specific model. Doc.25315 Rev.5 cummins.com Page 266 of 488 Agenda Item #11. Enclosure paint options These standard enclosure colors are available as selected in Cummins pricing. All GenSet enclosures will be painted Onan Green Textured, unless otherwise ordered. Underwriters Laboratories (UL) colors noted are included in standard pricing; other colors selected for UL units would have additional charges. Contact your local sales representative for more information. Moss Green Cummins Beige (UL) ANSI 61 Gray (UL) Cummins Sales and Service 875 Lawrence Drive DePere, Wisconsin 54115 cummins.com Doc.25315 Rev.5 Cream Chocolate Brown Jet Black Onan Green Textured (UL) Sugar White Cummins Red Compartment Tan Spectrum Gray Textured (UL) 6 Page 267 of 488 e 11A=FS(L) (D� One Section Full Solid Door Freezer WxDxH 27.5" x 33.5" x 79.5"* 'with 4" casters :a O�,CL CADa o Intertek F1A-FS F1A-FSL 0a%.s Intertek ,S09001 ,S0,<00, Dimensions / Capacity Interior Storage Capacity (CF) (AHAM) Overall Width x Depth Height (including 4" casters) Door Opening Width x Height Depth with Door Open at 900 Adjustable Shelves Shelf Dimensions (W x D) Crated Shipping Weight Crated Length x Depth x Height Electrical / Refrigeration Voltage HACR Breaker Electrical Connection (NEMA) Voltage Range Ambient Temp. Range Control Setpoint Range Amperage Energy Consumption (kWh/day) @ASHRAE Heat Rejection (BTU/Hr.) @NSF Approx. Nominal Compres. BTU/HR (HP) Refrigerant / Charge Amount (oz) NATURAL One Section F1A-FS(L) 23.10 ft' 27.5" x 33.5" 79.5" 21.75" x 59.25" 59.25" 3 21.25" x 26" 345 I bs 37.5"x31.5"x81" One Section F1A-FS(L) 115/60/1 15.0 Amps 5-15P 104-126 45' to 100°F -10' to +12°F 8.46 6.25 1178 1425(3/4HP) R290 / (4.1 oz) -------- - --- Q j� F1A-FS(L) STEELHEART 06/3506 � r Item # 13506 -- a0. Item #: Project: Qty: AIA#: Features ► Maximum interior storage capacity with smallest external footprint ► Stainless steel interior with stainless steel exterior front, sides and top ► Unique ducted air distribution system • Energy efficient interior LED light • Environmentally friendly R290 hydrocarbon refrigerant • Solid state digital controller with temperature alarms and LED display (Fahrenheit or Celsius) • Cabinet and doors are insulated with 2-3/8" of CFC free, foamed in place polyurethane • Stainless steel exterior and interior door come standard with locks • Exclusive stepped door design to protect recessed door gasket • Spring assisted self -closing doors with stay open feature • Sturdy 8 gauge stainless steel hinge plate with welded hinge pin • Extruded aluminum flush mount door handle • Field reversible doors • Evaporator coils are epoxy electrocoated (E-Coat) to help fight corrosion • Energy efficient automatic hot gas condensate evaporator • Top mount refrigeration comes standard with a condenser filter • Refrigerant flow is controlled with thermostatic expansion valve • Stainless steel shelf supports • (3) epoxy coated wire shelves are standard Options Warranty • Standard with 4" casters (two with brakes) ❑ Additional epoxy shelves ❑ Foot pedal door opener * 3 Year - parts and Labor on • Stackable (two units high) to conserve warehouse ❑ Stainless steel shelves El6" Adjustable legs entire machine. floor space 1 g 5 Year - Parts on Compressor ❑ Tray/Pan slides ❑ Condensate pan (HS-5462) Valid in United States, Canada, Puerto .10 ft. cord and plug Rico and U.S. Territories. Contact factors for warranty in other countries. Hoshizakiresenesthe rightRagepP n0ft148&,- © HOSHIZAKI AMERICA, INC. 618 Hwy, 74 S., Peachtree City, GA 30269 1 TEL 800-438-6087 1 FAX 800-345-1325 1 www.hoshizakiamerica.com e )11A=FS(L) One Section Full Solid Door Freezer FRONT VIEW 27.5"� mee 79.5" 3L" F1A-FS - Right Hinge PLAN VIEW Cabinet Construction n F1A-FSL - Left Hinge - 27.5" - F1A-FS - Right Hinge 59.25" �STEELHEART SIDE VIEW i 33.5"1 F1A-FSL - Left Hinge 79.5" F1A-FS(L) 06/24/19 Item # 13506 The exterior cabinet front, sides, and top are constructed of high quality stainless steel. The exterior back, and bottom are constructed of coated steel. The cabinet interior is constructed of stainless steel with a unique ducted air flow system. Three (3) heavy duty epoxy coated shelves per section are standard. Mounted on stainless steel pilasters shelves are adjustable in 1" increments. Cabinet walls and doors are insulated with 2-3/8" of environmentally friendly, CFO free, foamed in place polyurethane. Perimeter door heater prevents condensation from forming on the face of the cabinet. An interior LED light is automatically activated when doors are opened. 4" polyolefin, casters (two with brakes) are standard. Door Construction Doors are constructed of a high grade stainless steel exterior and interior and are standard with locks. Hoshizaki's exclusive "stepped" design protects the recessed gasket while product is being removed from the cabinet. Doors are provided with a one piece, full length extruded aluminum flush mount handle and are mounted on eight (8) gauge stainless steel hinge plates with a welded hinge pin. Spring assisted self -closing doors are equipped with a stay open feature past 90 degrees. Snap -in magnetic door gaskets are easily removed for cleaning. Door hinging is field reversible. Refrigeration System The high efficiency refrigeration system is self-contained with an epoxy electrocoated (E-Coat) evaporator for extended life. Top mounted refrigeration system is easily accessible for service and includes a condenser filter with easy access from the top of the unit. The refrigeration system components are assembled on a high density expanded polypropylene platform that is removable from the main unit. A unique ducted air flow system achieves uniform air distribution within the cabinet to eliminate hot spots. Condensate removal is accomplished with a top mounted energy efficient non -electric evaporation system. A thermostatic expansion valve (TXV) controls the flow of environmentally friendly R290 refrigerant through the evaporator. Refrigeration system utilizes a time initiated heated defrost to eliminate any ice on the evaporator coil. Solid state digital controls monitor the operation and performance of the refrigeration system. The controls also provide visual high and low temperature and high and low voltage alarms. A LED display shows the cabinet temperature and is adjustable to Fahrenheit or Celsius. 115 volt units are equipped with a ten foot cord and plug (20.0 amps or less). Page 269 of 488 © HOSHIZAKI AMERICA, INC. 618 Hwy, 74 S., Peachtree City, GA 30269 1 TEL 800-438-6087 1 FAX 800-345-1325 1 www.hoshizakiamerica.com e "PT2A-FS-FS -HS-HS i Two Section Full Stainless/Ha f Stainless Door Pass Thru Refrigerator WxDxH 55" x 35.75" x 79.5"* 'with 4" casters PT2A-FS-FS t'--------- -- J • JCL CADao "." \, I,�y�' �r 9 D �5 Intertek Intertertek Dimensions / Capacity Interior Storage Capacity (CF) (AHAM) Overall Width x Depth Height (including 4" casters) Door Opening Width x Height Depth with Both Doors Open at 901(front and back) Adjustable Shelves Shelf Dimensions (W x D) Adjustable Center Shelves Center Shelf Dimensions (WxD) Crated Shipping Weight Crated Length x Depth x Height PT2A-HS-HS ------------ I 0RY WARR4 NTy ; & Labor Parts3"R 5,RNATURAL Meahlne Lampressor Two Section PT2A-FS-FS(-HS-HS) 52.5 ft3 55" x 35.75" 79.5" 21.75" x 59.25" 1 21.75" x 27.75" 87.25" 6 21.25" x 26" 3 6" x 17.8" 592 Ibs 58"x38.5"x81" ---- - Q 1M PT2A-FS-FS/-HS-HS STEELHEART D1/20/ � � ti Item # 13564 Item #: Project: Qty: AIA#: Features ► Engineered to maintain NSF-7 temperatures in 100OF ambient. (Certified to NSF-7 temperatures in 860F ambient.) ► Stainless steel interior with stainless steel exterior front, sides and top ► Unique ducted air distribution system • Energy efficient interior LED light • Environmentally friendly R290 hydrocarbon refrigerant • Solid state digital controller with temperature alarms and LED display (Fahrenheit or Celsius) • Doors and cabinet are insulated with 2-3/8" of CFC free,foamed in place polyurethane • Maximum interior storage capacity with smallest external footprint • Exclusive stepped door design to protect recessed door gasket • Spring assisted self -closing doors with stay open feature • Sturdy 8 gauge stainless steel hinge plate with welded hinge pin • Extruded aluminum flush mount door handle • Field reversible doors • Evaporator coils are epoxy electrocoated (E-Coat) to Electrical / Refrigeration Two Section PT2A-FS-FS(-HS-HS) help fight corrosion Voltage 115/60/1 • Energy efficient automatic hot gas condensate HACR Breaker 15.0 Amps evaporator Electrical Connection (NEMA) 5-15P Voltage Range 104-126 • Top mount refrigeration comes standard with a Ambient Temp. Range 45' to 100°F condenser filter Control Setpoint Range 31 ° to 52°F • Refrigerant flow is controlled with thermostatic Amperage 8 expansion valve Energy Consumption (kWh/day) @ASHRAE 3.24 • Stainless steel shelf supports Heat Rejection (BTU/Hr.) @NSF 581 Approx. Nominal Compres. BTU/HR (HP) 1545 (1/2HP) • (3) epoxy coated wire shelves are standard Refrigerant / Charge Amount (oz) R290 / (5.3 oz) • Standard with 4° casters (two with brakes) Options Warranty • 10 ft. cord and plug ❑ Additional epoxy shelves ❑ Foot pedal * 3 Year - parts and Labor on ElStainless steel shelves El6" Legs entire machine. 5 Year - Parts on Compressor ❑ Tray/Pan slides valid in United States, Canada, Puerto Rico and U.S. Territories. Contact Note: Made to order. Allow 4-6 weeks. factory for warranty in other countries. Hoshizaki reserves the right Pagap27,13n0ft,48&e. © HOSHIZAKI AMERICA, INC. 618 Hwy, 74 S., Peachtree City, GA 30269 1 TEL 800-438-6087 I FAX 800-345-1325 1 www.hoshizakiamerica.com — - Q 1M PT2A-FS-FS/-HS-HS e_ _ _ _ STEED Item #1230564 "PT2A FS FS H S H S ti i Two Section Full Stainless/Ha f Stainless Door Pass Thru Refrigerator FRONT VIEW BACK VIEW 55" 1 55" (PT2A-FS-FS) PLAN VIEW 79.5" 3.63" (PT2A-HS-HS) 55" 1 (PT2A-FS-FS (-HS-HS) 82.5" 55" 1 . 55" ( I - I LA-I-5-I-5) SIDE VIEW 35.75" (PT2A-FS-FS) 79.75" (h' 12A-H5-H5) 35.75" (PT2A-HS-HS) Cabinet Construction The exterior cabinet front, sides, and top are constructed of high quality stainless steel. The cabinet interior is constructed of stainless steel with a unique ducted air flow system. Three (3) heavy duty epoxy coated shelves per section are standard. Mounted on stainless steel pilasters shelves are adjustable in 1" increments. Cabinet walls and doors are insulated with 2-3/8" of environmentally friendly, CFC free, foamed in place polyurethane. Interior LED light provides energy efficient illumination. 4" polyolefin, casters (two with brakes) are standard. Door Construction Doors are constructed of a high grade stainless steel exterior and interior and are standard with locks. Hoshizaki's exclusive "stepped" design protects the recessed gasket while product is being removed from the cabinet. Doors are provided with a one piece, full length extruded aluminum flush mount handle and are mounted on eight (8) gauge stainless steel hinge plates with a welded hinge pin. Spring assisted self -closing doors are equipped with a stay open feature past 90 degrees. Snap -in magnetic door gaskets are easily removed for cleaning. Door hinging is field reversible. Refrigeration System The high efficiency refrigeration system is self-contained with an epoxy electrocoated (E-Coat) evaporator for extended life. Top mounted refrigeration system is easily accessible for service and includes a condenser filter with easy access from the top of the unit. The refrigeration system components are assembled on a high density expanded polypropylene platform that is removable from the main unit. A unique ducted air flow system achieves uniform air distribution within the cabinet to eliminate hot spots. Condensate removal is accomplished with a top mounted energy efficient non -electric evaporation system. A thermostatic expansion valve (TXV) controls the flow of environmentally friendly R290 refrigerant through the evaporator. Solid state digital controls monitor the operation and performance of the refrigeration system. The controls also provide visual high and low temperature and high and low voltage alarms. A LED display shows the cabinet temperature and is adjustable to Fahrenheit or Celsius. 115 volt units are equipped with a ten foot cord and plug (20.0 amps or less). Page 271 of 488 © HOSHIZAKI AMERICA, INC. 618 Hwy, 74 S., Peachtree City, GA 30269 1 TEL 800-438-6087 1 FAX 800-345-1325 1 www.hoshizakiamerica.com MD30PE/S FEATURES Utilize 950 watts of power to cook meals with delicious results Select from 10 power levels, a warming mode, and sensor cooking Let the microwave do the cooking with intuitive "gourmet mode" settings T a. Fits a 9x13 pan and up to a 7" tall glass or dish for additional cooking flexibility Install into surrounding cabinetry to coordinate with other Wolf built-in ovens and warming drawers Installs can be lowered due to control panel lock providing extra safety ACCESSORIES Flush Inset Vent Air vent for flush inset installations Accessories available through an authorized dealer. For local dealer information, visit subzero-wolf.com/locator. M Specifications are subject to change without notice. This information was generated on April 1, 2021. Verify specifications prior to finalizing your cabinetry/enclosures. Page 272 of 488 PRODUCT SPECIFICATIONS DIMENSIONS Model MD30PE/S Dimensions 29 7/8"W x 15 1/8"H x 21 7/8"D Capacity 1.2 cu. ft. Weight 96 Ibs Electrical Supply 120 VAC, 60 Hz Electrical Service 15 amp dedicated circuit Power Cord Length 4 Feet Receptacle 3-prong grounding -type ELECTRICAL E ELECTRICAL SUPPLY WITHIN OPENING OR IN ADJACENT CABINET WITHIN REACH OF POWERCORD NOTE: Dimensions in parenthesis are in millimeters unless otherwise specified 215/8" (549) —� 11/4" 13/4" POWER CORD 45/e (32) �(45) CHANNEL F (118) 151/8" 145/e" (384) (172) y 297/8" (759) 21 7/8" (556) BEHIND FRAME OPEN DRAWER STANDARD INSTALLATION —ANTI-TIP BLOCK SIDE VIEW 143/4" (375) OPENING HEIGHT Y 22" (559) OPENING DEPTH TOP VIEW E 221/8" (562) OPENING WIDTH FRONT VIEW Page 273 of 488 Specifications are subject to change without notice. This information was generated on April 1, 2021. Verify specifications prior to finalizing your cabinetry/enclosures. Al ) / 3\2 § ^®q § _ ( - 2, _ s\& r; \}&J£S§§) P \(p2\# . M.,/©/4r\4 \( \ & 2a§26 �3 ^ \ §\© \ o o o \\\\\\ \\\\\ \\\\\ Ag-d. It.. #11. epljolj 'rasanbal 0 �► _ a�i3J0 r�irui�j iuuuio.i�s�y� `� VJ �oM _ ? Q c+ - rn O \ \ N i i i N iaa Tema rva ee oro \wvvm a, p�tarc Hoy i \�wv=wwv�swc Asa� 'IIs��,rasa Leo }k a \\ cc q) S � JJO epljolj 'u4sanbal -j uueioi �JILUL l o \\\(. \ \ `� ` \^ � / \\} \ :\y \ -05 � �\^\§ � `� \ 7- A \\ � � \_ \\ \ _ _ tz �jjd,cj jjp� j p)� F,�, 1,�,j �'dlll—lll 11-1161101/61/1 h-P 110-11- Ag-d. It.. #11. Page 277 of— AMM Item #11. 1 �om mm epiaolj 'u4sanbas, o C72b'�€Y r - its N Q. - - - a'- - 5 a a = - - - it RMI NIS, z Whild - - -- _,� �- - _ = S - a - 5 Nils w In IM ON m Ilium - - ll �H MUM MUNI 11 lind! 11HUmn NA V jHj HIM vi - -yccc most Hnnus Emil r l _ J F a WIPHIN mill ilmill v� ti 2. tt 0 i 6� z £ Y L a w Page — d— Agenda Item #11. -1 3)iNnoNoNmds Os >, Zo -C m .P -j r LL V) (6 4- Z Os 0 69tlEE 1=1 'e Isenbei .. Aemq6l .H Sn N L69 4- DNI(nnS 3013=I0 ViS3nO3i :jo=l uo!jDnjjsuoD maN X--� C'41.j 0 0 O 7 q � 7 o z �I Ixi 7 77IY A� 7 Q, O CL LU bL O z z 1,g 211 ol488 Agenda Item #11. S 83 N I a Vd P a 4 P eaw du v, 3)I2if odovmds PN 82 1 69b££ 1=1 'e;senbal Aen 6i l N HSnN L69 o€, & JNI(nnS 301330 ` iS3nO31 a Q ao=l uoi;anj;suoJ maN xM, �11 C L'nP199Wm i^+ N. a Jlo 1 A- a JIo a+ ll/O5E wre Vld tb /d'Yr Page 260 oia88 Agenda Item #11. w saa Riava P R O P eaw d v 3)iNnoao-vNtas PN 82 69b££ 1=1 'e;senbal Aen 6l l N HSnN L69 & JNI(nnS 301330 ` iS3nO31 a :ao=l uoi;ana;suoJ maN xMa , Q 10rA CrNN104 I�NNiV w R.a Ho �+ 1 R.a 1q �+ ll/OSE INre 41tl 11 82'[r oPa9e 26� of 488 Agenda Itern #11. 3)iNnoNo-vNtds 69tlEE 1=1 'e Isenbei —,EO .. Aemqf5l An Sn N L69 DNI(nnS 301J=IO ViS3nO3i 0' :jo=l uo!jDnjjsuo:) maN T'-W Wld 3unlMnJ UOOIJ alllHi Agenda Item #11. w saa Nlava P a 4 P eew d v 3)iNnoao-vNtas PN SBi U) W F 0 z z M z 0 us z w 0 69b££ 1=1 'e;senbal Aen 6i l N HSnN L69 %\ JNI(nnS 301330 ` iS3nO31 :ao=l uoi;ana;suoJ maN '— - N d 03NOISN3WI0 NOOId HiHnOJ wvzecaul Izezrorol� Page 263 of 488 Agenda Item #11. w saaPJiava P a 4 P eew d v 3)iNnoao-vNtas PN SBi 69b££ 1=1 'e;senbal Aen 6i l N H Sn N L69 JNI(nnS 301330 ` iS3nO31 :ao=l uoi;ana;suoJ maN '—W - N�d iooa ems+ nn w a, Ha. r o s -a a, > m� imc 1a11 �zezroro�� Page 26d of 488 Agenda Item #11. J w saa Niada a d e3 , 3)iNnoNo�uas pN � 9 SBZ 69b££ ld'e;sonbal 0 8 JNI(nnS 301330 ` iS3nO31 r :Joj UOI]JnjjsuoD m2N o Q oaa9e 265 of a88 Agenda Item #11. w sa3Niada a d e3 , 3)iNnoNo�uas pN � 9 SBZ 1d'e;sonbal 69b££ 0 8 JNI(nnS 301330 ` iS3nO31 r :JOj UOI]OnJ]SUOD m2N o Q SNOUVA313 LOR131X3 Maim uv sv Irol� oPa9e 266 0! 488 Agenda Item #11. J a d., 3mnoov�ads S pN a SBZ I 69b££ ld'e;sonbal__-- L AeA^4b!H Sfl N 669 - - & 0 JNI(nnS 301330 ` iS3nO31 r :JOj UOI]JnJ]suoD m2N o Q --- ---- --� .------- ----, —, I I I s 0 r o s —F Page 26� o! a88 J aecw.wswvv� �.eO .el. •..1. •. n.�n.l4 a.y 100EE eW.�^7P�e wiled uaM imf oJovmds c m. -.w.e — G Z W a � W J 0 2 0 $ 694££ld'elsenbal L Remg6iH Sfl N l69 ` g 1p s R r JNlmlfl8 3J1330 `d1S3f1-031 :job uoilonjlsuo7 maNdgSgY "g:p gggg ijflp 3 Q S gddg ■ dom :: I IM ■� ■m on 1MEon ■� ■� no ■� ■� !■■ ■� moon 0■■0 r�ro� ■ ' MEN 0 0 0 0 no IN ■ ' Mom moo M ■ L. aouvnaia aoiaazxa w'�nvre e!�p •tl•^b•Lb•.w!^e �r�o.+..M.unos[ wile wrcrnai uoewer imnoJO#xi4S SqZ c E !};!}! E(§[[ /7 69 ! ONlgmne]ag]O V1 ]nO]} !! ® : __;w,! \\ § Agenda Item #11. J w saa Niava P e y Paaaw d av 3)iNnoNo-uas PN9 S82 69b££ ld 'e;sanbal L AeA^Nb.H Sn N L69 o & JNI(nnS 301330 ` iS3nO31 € c :ao=l uoi;Dna;suoJ maN x ua ero vro�� Page 290 of 488 Agenda It.. #11. 12,u,41na l2cDlHP "/E r [. lHr VN /E /20 -10 9909-GL9 499) :XVA eM2 oij 'daildnr 0009-9L9 (199 -131 s ains '311W3200000 *C61 aaujo, NA sAeeq?u� Juapsmola 4 !uugTojjsTgJv 13K'�USAVJI-HJ;f HSnano o Lipj" M-1 LO 4� ea El: 75 A 4 Ea Ln P,q, 291 of 488 Ag-d. It.. #11 lau'41�allagplHf uaanullH"'u� BSo9-SLS (lAs) Xtlj BSr££ VQIWIJ '11311dnr 6 0£09-SLS l9S '131 S 3LIns '3NVl 30N301100 4£61 w sAgou12ug 2nolpsu®o ..3uI °ug" tI aH Jal npl.aol3 'n�san al a aTJJO xj!ujUA iLiURT014SL-W a ZSEI-Z[OZ IHf IHI ..—I OZOZ/ES/ZS N uold GbDUbIS �R bUll-JoW JUGWGADd no Page 292 of 488 Ag-d. It.. #11 lau'41�allagplHf uaanullH"'u� g BSo9-SLS (lAs) Xtlj BSr££ VQIWIJ '11311dnr 0£09-SLS l9S '131 S 3LIns '3NVl 30N301100 4£61 sAgou12ug 2nolpsu®o ..3uI °ug" tI aH Jal s npl.aol3 'n�san al aaTJJO xj!ujUA iLiURT014SL-W 1 ZSEI-Z[OZ IHf IHI ..—I OZOZ/ES/ZS uold jai a6ouioap q 6uinod 'buiPDA0 adowo$- `oov��_o� m � M a m Page 293 orasa Ag-d. It.. #11 lau'41�allagplHf uaaaullN^'uan BSo9—SLS (lAs) Xtlj BSr££ VQIWIJ '11311anr 6 b 0£09—SLS l9S '131 S 3LIns '3NVl 30N301100 4£61 sdg90fl12ug 2noflpsofl®o ..3uI °ug" tI 'H Jal npl.aol3 'n3_san al --a IHf IHf .OZ=.1 OZOZ/ES/ZS Xj!U-1'G,q iuUL-io.z4s-IRpx Uoid � aaIDM91SDM 7R JaJDM JA peso --agy - - aww 'MUM, sOR - - - _ _ cc -M.2--asa-�<'=��a�a W a e, 5 o \\ Y7 on/ " ;o�,wa9 Page 294 of 488 Ag-d. It.. #11. ­qw— 3MSGR W'41—I00W -'11dN3 npljolj misan al 9909-SL$((l9S)) Xtld 99£4 tl016071'UldM 29S1-2102 IHf IHf SIN 6292/fl/21 b 0£09-SLS (l95) �3L S 3LInS '3Ntl1 3083MCD K61 31 Ae xxva Ae mws3o 3rws a wo O s to a � c `H jiar 1A ��TL'AW1 a6ouioa4 6u1nod '6wpo z w0 a� 0 D�w a cn z 5� slit 3 4 e' 2 '� O'li tl � �8 f iqll up eki�Sk 5�k'i F to 3� ;o '� P = E w h-d N€H azV wQ�W o.... w Z J i H ?w �O te wF- O f3 � Of Ld 2 H K Ld U) 0 U Ld Ld __d aN P00 = g HN, a3 �y LO LO ("l co W a .E CD E2 a oR ra MH W�= _ _ - w a oe pa Q� - �a 8 - �_� Page 295 —BE Ag-d. It.. #11. ­qw— 3MSSR W'19—P W'lIdN3 npljolj misan al 9909-9L9 ((l9S)) Xtld 99KT tl01601d 'UldNf 2Sf1-2102 IHf IHf S3N 9292/el/21 b 6 0£09-SLS (l95) �3L S 3L1nS '3Ntl1 30N3NN00 K61 31 Ae xxva Ae mws3o 3rr.�s a Q' O s 10 a c Q IutnuusJ, tuxu rfoilse T I. a a 6 ��° 1 JJ 2AL'1I `H jiar a6ouioa4 V 6uinod 'buipo�O 8 IM 7 I z J / / W J a �_ m H W O 0 "_ ` �f "s_: g ~ z m - a o - z eg m an Z O s fi a� :R ml sp � sgm li � °�N J �� �etlm � O zz Iz=ak4 $-= Elf 3Lo - O -g - - 3�" w by ao V o 1 m - mI o —111 a,, — orasa Agentla It.. #11 ­qw— 3MSSR W'19—P W'lIdN3 npljolj misan al 9909-9L9 ((l9S)) Xtld 99KT tl01601d 'UldNf 2Sf1-2102 IHf IHf S3N 9292/el/21 b 66 0£09-SLS (l95) �3L S 3L1nS'3Ntl1 30N3NNM0 K61 31 Ae xxva Ae mws3o 3rr.�s a o o s 10 a c I Q r ay [unUPfOujst� I. 0 = �u'cA�iT `H jiar a6ouioa4 V 6uinod 'buipoJO �s o 1 JJ T� Q � o \\\\\ J ( p \ WME �s owW °aQ J - o 00 000 000 z- - - Q — aW W _ � H o3aW JLLJ O 6��_ola w oLL_� -- - ohs w s F Q .r NON Ns r'y _ _-a Ow C)Elf F "'8a-�v-:�ii=i �o uj >O moo �y,to W HO Q A sa ape w G 9 = S M s pe s a a w F 0 Z M V sw - w a a s ': wo= oaf W a 3eH � Q (6 P,, 297 orasa Agenda It.. #11. aa'aullHf'NaN tau �pj—jj 14,—baj aa 2909-GLG 4LM) -WA es*E£ ml.17N1711dlwnr Ocog-gs 195) -laL G ains '3NVI 30a3ffl0o *cB1 Z,SLZ8 00 sAaeuiSul Rui4nsuola :Cj!ulu FEAL.11 -H Pf (m !UU17. SRDI;aa jalDm 1 , ad Tk Rt HE < < 4F- lo Im lo z Im Jw, o o P,, 298 of 488 Ag-d. It.. #11. aa'aullHf'Naa+ tau ylnalP9pIH' npl- jj b4san al 25E1-2102 IHf IHf S1N OZOZ/EI/21 9909-SLs 419S) XtlA BSb££ tl01a3 oo *cB1 3Lvn b 0£N9-SLS l95) �3L S 3LIfIS '3NVl 37a3PP0� Y£Bl Z'SL : 0) Q sAaaalaaj Ranl4oDsw®o f :.�Ly.LLIIL�',e][ �LIILIILL�tS�ISLPL-� LL U ��EALMI •H P SI)o}a4 aa}oMa}SDM ¢.fi CO _ g__ Fi ���� wo° W W w'a ogsz Z _ oo oo`,oWo w=: o$"' _ WZ w - --_ SE sod 3oz�x.i _ -��;"o ' y_ ❑ w rtNV ¢ QCO _ WM ado who: a3�90 > ¢ o as �3° ;. _ _ m W F Z ao �o 0 o -_ o�mox _ Eawio tt M Z - - sw �s - - -- 5� wg - ¢ < Q - 0_ °ZW - Fri mh - - - ❑ -o F _ - - s�Q p3zo =ems - ¢� _ Nzw ¢ o� �r dao - _ __ a" , ¢-ma_°g Zz'a a°oc N�oz _ ff 46 enema_ O m�? mm - -J ❑ G e' - _ __ - _ - - _ W y - - - - - as _ J F• - :Y�2�m __- - - - _ M ❑ o�L 5 j _ In _ 19 o00 _ o�xK J F H u „a oiz ❑ o}❑ $a = _ 'o'9u w qom "z _ _ �° LLB. gy _�r M u °x '4 ow LU o a Gwa o ° u Lu< 0 o 0 4 m6z^= /za ow 0 o V JZ Q Qo �x Nlw �o-w o �O dZ Zr 03� a a mm s off¢S. -W O z y0 a C1 \ 0 s y<, 6zm w aWW = L� .-I 3 9 �o J LU co 03 Mn, °' _w am in nm >a 4." m N. ml W Mn a @ �J Ag-d. It.. #11. aa'aullHf'NaN tau ylnalP9pIH' npl- jj b4san al 25E1-2102 IHf S1N OZOZ/EI/21 9909-SLG 4t99) -WA 95y££ VO.1 'N3LIdnr IHf b 0£09-gs I95) -13L S 3LIOs '3NV1 30N3NN00 i£BI 3, [Uo g : O sAaeul'Sul Rui4nsu®l T:J I : W Q ii]i f �Luzuu� !UU17ras� y-� LL alc� ��jR •H P s )o}a4 as}oma}soM I., IN o,— Ag-d. It.. #11. aa'aullHf'NaAI 1auylnalP9pIH' npl-lolj by.san al 25E1-2102 IHf IHf S1N OZUZ/EI/21 9909-SLG 4M) -WA 95y££ ml.1 'N3LIdnr b o£o9-gs I95) -laL S 3LINs '3NVI 30N3WNoo i£BI�_ sA,aeui'S l Rui4nsuoo T:J I s W 1MRQ ii]i f :��Luzu�� �r�r�Lras���y-� LL � c> JUVALMI •H JJal sI)o}a4 aa}oMa}soM -LEIEoSo w z��.s�.�<I�o�a, �o4 L gnxrrv�cawse - I ouwrz w/ ow 1 I� A-Sl 6 O O 0 Lv3 oaoinOi _ O O O O 0 s3uv03ai +Oi vn v ss"aLo O T -fir O O O ,is�a'n �s �fiaorvm s W 1�.A q!y b W _ 5EI 0 O�'BOCI:FL9W OO 000�O 00(111O 1 �v03'0 lsP n qc a/Hoa3q e O O O O ��IL O O o 0 0 �aoo�wmd"es-sae O 111, rvo� M 5 O r1-1 b �G O O d o� 7 V O:�oN- sOn" l 0 0 00 Ua2 _WELL — — — o O 0 O O y3MD NIW` O O O O 0 Iiawpe of 0 00000000 O v $10000000 We aww O h O O O O O O 0 0 0 O GAuces O O O O O O O O O O eAllIA— O 0 O O O O_ O_ O O O 0 SAn—, 1, O O O O 0 1LEM L bo > U— rn 00000O0J0000�000o000000 --II jO_ 0_0_0_. .. .. v.�N Page 391 of 488 Ag-d. It.. #11. 101- 71 13 ul Cl Zvi o O O 4 -d fi ED