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Josie's Restaurant, New Mahor Site Plan NWSP-2025.05.3470 DEVELOPMENT ORDER OF THE CITY COMMISSION OF THE CITY OF BOYNTON BEACH, FLORIDA PROJECT NAME: Josie's Restaurant, New Major Site Plan (NWSP-2025.05.3470) APPLICANT: Stephanie Setticasi, SSRS Ventures, LLC APPLICANT'S ADDRESS: 132 Island Dr., Ocean Ridge, Florida 33435 DATE OF HEARING RATIFICATION BEFORE CITY COMMISSION: January 20, 2026 (Tabled) February 3, 2026 APPROVAL SOUGHT: Approve the request of a New Major Site Plan (NWSP-2025.05.3470) to construct a one-story 4,733-square-foot restaurant building and associated site improvements on the northern approximately 0.72 acres of a 1.34-acre unified property located at 3047 N Federal Highway. This New Major Site Plan is associated with companion Future Land Use Map Amendment (FLUM- 2025.05.3470) and Rezoning (REZN-2025.05.3470) applications. LOCATION OF PROPERTY: 3047 N Federal Highway, Boynton Beach, Florida 33306 DRAWING(S): SEE EXHIBIT "C" ATTACHED HERETO. ✓/ THIS MATTER was presented to the City Commission of the City of Boynton Beach, Florida on the date of hearing stated above. The City Commission, having considered the approval sought by the applicant and heard testimony from the applicant, members of city administrative staff, and the public, finds as follows: 1. Application for the approval sought was made by the Applicant in a manner consistent with the requirements of the City's Land Development Regulations. 2. The Applic nt f HAS HAS NOT established by substantial competent evidence a basis for the approval requested. 3. The conditions for development requested by the Applicant, administrative staff, or suggested by the public and supported by substantial competent evidence are as set forth on Exhibit "D" with notation "Included." 4. The Applicnt's request is hereby 1/ GRANTED subject to the conditions referenced in paragraph 3 above. DENIED 5. This Order shall take effect immediately upon issuance by the City Clerk. 6. All further development on the property shall be made in accordance with the terms and conditions of this order. 6‘�, oRArF 7. Other: %��C;�o¢e •..F904 AL DATED: 02-1(CDA9C-Td-CP (2“--C-1) • 1014Cur, „ 192U ;' City Clerk '�� •��''•••••''.P r� FLOR\O_= S .Plann r \, g SHARED WP PROJECTS South Florida-4925 Park Ridge Blvd\MSPM 2024.11.733041CC\Development Order-MSPM-�i'`•�...a'r'doc 0-y 0, DEVELOPMENT DEPARTMENT PLANNING AND ZONING DIVISION \ PROJECT/CASE NO. NWSP-2025.05.3470 �P 4, of/ STAFF REPORT TO: Mayor Rebecca Shelton Members of the City Commission THRU: Kevin Fischer, Division Director, Planning and Zoning FROM: John Stout, Planner II DATE: December 30, 2025 (City Commission Hearing: Tabled January 20, 2026) (City Commission Hearing: February 3, 2026) PROJECT: Josie's Restaurant, New Major Site Plan (NWSP-2025.05.3470) REQUEST: The Applicant is requesting approval of a New Major Site Plan (NWSP- 2025.05.3470) to construct a 4,733-square-foot restaurant building and associated site improvements on the northern approximately 0.72 acres of a 1.34-acre unified property located at 3047 N Federal Highway. This New Major Site Plan is associated with companion Future Land Use Map Amendment (FLUM-2025.05.3470) and Rezoning (REZN-2025.05.3470) applications. PROJECT DESCRIPTION Property Owner: SSRS Ventures, LLC Applicant: Stephanie Setticasi, SSRS Ventures, LLC Agent: Bradley Miller, Urban Design Studio Location: 3047 N Federal Highway, Boynton Beach, Florida. The property is located on the east side of North Federal Highway, generally between Gulfstream Boulevard and Old Dixie Highway. Parcel Number: 08-43-46-04-12-000-0140 Existing Land Use: Special High Density Residential (SHDR, 20 du/acre) Proposed Land Use: General Commercial (GC) of the northern 0.72-acre portion of the unified 1.34-acre property, subject to approval of the companion FLUM and Rezoning applications and future replat. Existing Zoning: Infill Planned Unit Development (IPUD) Josie's,3047 N Federal Highway NWSP-2025.05.3470 Page 2 Proposed Zoning: Community Commercial (C-3) of the northern 0.72-acre portion of the unified 1.34-acre property, subject to approval of the companion FLUM application and future replat. Acreage: 1.34 acres unified Adjacent Uses: North: Commercial use along N Federal High, Community Commercial (C-3); South: Unincorporated Palm Beach County, General Commercial (CG); East: Unincorporated Palm Beach County, Single-Family Residential (RS); West: North Federal Highway and Multifamily Residential, Planned Unit Development (PUD) PROPERTY OWNER NOTIFICATION Notice of the request was mailed to property owners within 400 feet of the subject property, and signs were posted for the City Commission hearing dates. The applicant has certified compliance with Ordinance Nos. 04-007 and 05-004. PROPOSED DEVELOPMENT Proposal: The proposal is for Josie's, a Boynton Beach-based Italian restaurant seeking a new location following displacement from its prior Riverwalk site. The applicant proposes construction of a 4,733-square-foot restaurant building with approximately 478 square feet of outdoor dining. The restaurant development is limited to the northern 0.72 acres of the unified property. The remaining 0.61 acres will remain vacant and sodded in accordance with City Code until a future development application is submitted. Background: The subject property consists of three parcels previously unified under a recorded Unity of Title, forming a single 1.34-acre property. The property has remained vacant under its existing SHDR (Special High Density Residential) future land use designation and IPUD (Infill Planned Unit Development) zoning district. The New Major Site Plan is submitted concurrently with companion Future Land Use Map Amendment, Rezoning, and Release of Unity of Title applications to establish the appropriate commercial entitlement and legal parcel configuration for the proposed restaurant. Specifically, the applicant requests to rezone the northern 0.72 acres from IPUD with an SHDR future land use designation to C-3 (Community Commercial) zoning with a GC (General Commercial) future land use designation. A replat is required to 2 C\Users\DeJesusM\Downloads\Staff Report_-_Major_Site_Plan_ModificationNWSP_2025.05 3470_ - _Josie_s_Restaurant_4037_N_Federal_Hwy..docx Jose's, 3047 N Federal Highway NWSP-2025.05.3470 Page 3 implement the proposed development and establish the legal parcel configuration. The two portions of the site are designed to function independently, with shared access to North Federal Highway and shared utility infrastructure as required. The site is located within the Urban Commercial Overlay District, which encourages pedestrian-oriented design, enhanced landscaping, and reinvestment along major corridors. The proposed site plan reflects these objectives by orienting the building toward North Federal Highway, locating parking to the side and rear, providing a pedestrian zone along the frontage, and incorporating an Art in Public Places feature. ANALYSIS Traffic and Access: A traffic analysis was submitted demonstrating that the proposed restaurant complies with City concurrency requirements. The Florida Department of Transportation reviewed and approved the proposed access along North Federal Highway. Internal circulation provides adequate turning radii for service and emergency vehicles while clearly separating vehicular and pedestrian movements. No adverse impacts to the surrounding roadway network are anticipated. Utilities: Potable water and sanitary sewer service will be provided by the City of Boynton Beach. Utility availability has been confirmed. Due to site elevations, a private lift station may be required and will be reviewed during final engineering and permitting. Utility systems are designed to accommodate the proposed restaurant and allow for the future development of the remaining parcel. Fire: The Fire Department reviewed the site plan and has no objection. Emergency access, hydrant spacing, and fire apparatus circulation comply with City standards. Final fire protection details will be reviewed during permitting. Police: The Police Department reviewed the site plan for CPTED compliance and has no objection. Lighting, visibility, and circulation features support public safety objectives. Engineering: The Engineering Division reviewed the civil plans, grading, drainage design, and utility layout, and determined that the proposal complies with City engineering standards. Driveway geometry, internal circulation, and service access function appropriately. Remaining technical items will be addressed during permitting. Drainage: The proposed drainage system provides on-site stormwater collection, treatment, and attenuation in compliance with City standards and South 3 C:\Users\DeJesusM\Downloads\Staff Report_-_Major_Site_Plan_Modification_NWSP_2025 05.3470 - _J osi e_s_R esta u ra nt_4037N_Federa l_Hwy..docx Josie's,3047 N Federal Highway NWSP-2025.05.3470 Page 4 Florida Water Management District criteria. The system will not negatively impact adjacent properties or public rights-of-way. Parking and Circulation: Parking is provided in compliance with City requirements for restaurant uses. The applicant has requested approval of compact parking spaces through an engineering waiver. ADA-accessible parking spaces are located near primary entrances. Internal circulation is designed to function independently for the restaurant while maintaining long-term coordination with the remainder of the parcel. Landscaping and Buffering: The landscape plan meets City requirements for perimeter buffering, interior parking landscaping, and streetscape improvements. Buffering is provided along the south and east property lines adjacent to residential uses. Streetscape landscaping enhances the North Federal Highway frontage in accordance with Urban Commercial Overlay standards, providing shaded sidewalks and upgraded landscaping. Building Height and Design: The proposed building is a two-story, 26'-8"tall structure compliant with the height limitations of the C-3 zoning district. The architectural design incorporates articulated facades, defined entry features, and materials appropriate for a prominent corridor location. Mechanical equipment is screened from view. Lighting: The photometric plan demonstrates compliance with City lighting standards. Full-cutoff fixtures limit light spillover onto adjacent properties while providing adequate illumination for safety. Signage: Signage is not included in this site plan approval and will be reviewed under a separate permit. Public Art: The site plan includes a designated area along North Federal Highway intended to satisfy the City's Art in Public Places requirements. Final artwork details will be reviewed and approved by the Art Advisory Board prior to issuance of a Certificate of Occupancy. Consistency with FLUM & Rezoning: The site plan is consistent with the required GC future land use designation and C-3 zoning district. Approval of the site plan is contingent upon approval of the companion FLUM and Rezoning applications. RECOMMENDATION Staff recommends APPROVAL of the New Major Site Plan (NWSP-2025.05.3470). Any additional conditions imposed by the City Commission will be incorporated into Exhibit "D" — Conditions of Approval. 4 C:\Users\DeJesusM\Downloads\Staff_Report_-_Major_Site_Plan_Modification_NWSP_2025.05.3470 - _Josie_s_Restaurant_4037_N_Federal_Hwy.docx 1 :.. 10-0140/1 050/ 060), .-f'... : -- - -. _ , ......, - i ...3 I,, 1.., til Bayfront Cp I IV -±-.... - . g ... . _ q,... alIts... - Twiner Rd •ir •7,' .. . , lort , . • e G3 Federal Coz • • / o 0* 7 ' L , r ; I # ,.. , A p .::.. 7 igil I ...,L ll' i ''''• k-ye' - ,-..._ -, OVUM( ITE ; -1.- of i _ it • 1 / 1 ,,' , I H , . 1 , / ---- -- Robe . .. ' , I, . ; . i I 4 urban JOSIES RESTAURANT desirin PROJECT NARRATIVE S � O Request: Major Development Application Project/Case No: 2025.05.3470 Resubmittal: September 23, 2025 — Review Cycle 1 Urban Design Resubmittal: October 24, 2025 — Review Cycle 2 Land Planning Resubmittal: December 19, 2025 Landscape Architecture Statement of Use and Justification for Site Plan Application INTRODUCTION SSRS Ventures LLC ("Petitioner") is the owner of the +/- 1 .34-acres, generally located on the east side North Federal Highway and between Gulfstream Boulevard and Old Dixie Highway ("Property"), within the City of Boynton Beach ("City"), Palm Beach County ("County"). The Property is designated SHDR 20, Special High Density Residential 20 du/acre, on the City's Future Land Use Map and is zoned IPUD, Infill Planned Unit Development. The Property is currently vacant. Petitioner is proposing to split the Property into two parcels, creating a 0.72-acre parcel, identified as Tract 1, and Phase I ("Development Parcel") that will be developed with a new 4,733 square foot building with 478 square feet of outdoor seating area to be used as the new location for Josie's Ristorante ("Project"), and a 0.62-acre parcel, Tract 2, that will be developed in the future (Phase II). To develop the Project, Petitioner is requesting a future land use map amendment (FLUMA) to amend the future land use designation from SHDR (Special High Density Residential 20 du/acre) to GC (General Commercial) and change the zoning designation from IPUD (Infill Planned Unit Development) to C-3 (Community Commercial District) on the 0.72-acre Development Parcel, along with this Major Site Plan Application. The 0.62-acre parcel, Tract 2, will maintain the existing future land use and zoning designations to facilitate the future development on the parcel. A site plan application will be submitted to develop Phase II at a later date. Pursuant to discussion with Staff, the property will be configured by Plat, which is an administrative review process and can be processed concurrently with land development permits. In order to achieve this proposal, the Applicant is requesting approval of the following: • Release of Unity of Title for the overall 1 .34-acre property. • Land Use Amendment from SHDR-20 to General Commercial (GC) and Rezoning from IPUD to C-3 for Tract 1 (0.72-acres). • Major Site Plan application for restaurant use within Tract 1 (0.72-acres). • Re-plat of the overall 1.34-acre property. 610 Clematis Street, Suite CU02, West Palm Beach, FL 33401 P: 561-366-1100 www.udsflorida.com LA0001739 Josies Restaurant 12 Project Narrative — Site Plan Major Development Application Rev. 12/19/2025 PROJECT DESCRIPTION As indicated, Petitioner is proposing to develop Phase I of this vacant parcel with a new 4,733 square foot restaurant (plus 478 square feet of outdoor seating area) on the northern 0.72 acres for the new location of Josie's Restaurant, an established and well- known restaurant in the City of Boynton ("Project"). The restaurant will accommodate 118 seats within the building and 22 seats within the outdoor dining area. A 512 square foot outdoor open area is also provided along N. Federal Highway which will include a proposed artistic fountain in compliance with the Art in Public Places program. Josie's Restaurant ("Josie's"), currently located and operating at 650 E Woolbright Road, is a fine-dining Italian restaurant that has been in business for over 30 years. Due to unforeseen situation, the restaurant is being forced to relocate. Petitioner identified a unique opportunity develop a new and innovative Josie's location on the Property, which will allow Josie's to have a permanent home, and to further cement itself as an integral and contributing member of the City and greater community. The Project will make use of multiple vacant parcels and bring a vibrant new development along the Federal Highway corridor. The Future Land Use Element ("FLUE"), found in the Boynton Beach Comprehensive Plan (the "Plan"), provides multiple goals, policies and objectives aimed at guiding the future growth and development of the City that further support redevelopment of the Property with the Project. Policy 1 .7.2 of the Plan provides that the City shall encourage land assembly to promote large-scale redevelopment and infill projects. A Declaration of Unity of Title has been executed which unifies the three parcels to support the development of Josie's on the Property. As part of the Project, Petitioner will be making improvements to the Property, which in addition to the infill development of the underutilized Property, will include attractive new landscaping, aimed at beautifying the heavily traveled N. Federal Highway roadway. Moreover, the Project is supported by Objective 1.17 of the Plan, as it will help the City to pursue economic development opportunities to support a competitive and diversified economy and bolster the quality of life for residents by providing a permanent home to this well-regarded dining establishment. Finally, the Project supports Policy 1 .171 ., as it will expand the economic base of the City by adding to the commercial sector of its economy, creating both temporary jobs during the construction phase and long-term jobs with the added employer that will come to the City as a result of this Project. The proposed Site Plan consists of a single restaurant building, situated along the N. Federal Highway frontage and required Pedestrian Zone, in compliance with the Urban Commercial Corridor Overlay. This provides a more engaging and active frontage along the roadway and screens parking areas from view. Access to the site is provided by a right-in/right out driveway on Federal Highway. The preliminary design of this driveway as shown on the Site Plan has been approved by FDOT. PARKING & LOADING Parking for the proposed restaurant use is calculated based 2.5 spaces per seat but no less than 1 space per 100 square feet of building area. As shown in the chart below, Josies Restaurant Page 13 Project Narrative — Site Plan Major Development Application Rev. 12/19/2025 the restaurant is proposed to have 118 seats, a gross building area of 4,733 square feet and 47 parking spaces are required, however a total of 45 spaces are provided, with 39 standards spaces, 4 compact spaces and 2 handicap accessible spaces. This application requests the approval of a parking reduction of 2 spaces pursuant to Chapter 4, Article V, Section 3. A.1 and as outlined below. PARKING REDUCTION (per Chapter 4, Article V, Section 3.A) Use Data Parking Data Reduction Use Sq. Ft. Seats Rate Required Provided Spaces Percentage Restaurant 118 2.5 47.2 45 -2.2 4.66% 4,733 100 47.33 45 -2.33 4.92% The requested reduction is applicable to this project by meeting the conditions of Section 3.A.1 and the Criteria of 3.A.2. as indicated below. 3.A.1. Applicability: ',This provision to reduce the standard number of required parking spaces shall only apply when the following conditions are met: a. The reduction in the number of parking spaces shall not cause the development to be noncompliant with Section 2.A. above. Response: Section 2.A. regulates the parking standards for all uses within the City, including the required number of spaces. The proposed development complies with all standards of this section, with the exception of the required number of spaces of which a reduction of 2 space or 4.92% is hear-by requested by this application. b. Shall only apply to non-residential uses; and Response: the proposed use is a restaurant and is therefore applicable. c. Shall not be applied in conjunction with other provisions to reduce the number of required off-street spaces pursuant to this article. Response: no other provision is being requested to reduce the number of spaces required. 3.A. 2. Criteria The following criteria shall be used in the evaluation of a request to reduce the standard number of required parking by five percent (5%). a. Landscaped areas within off-street parking areas shall be maximized and enhanced, and existing plant material, particularly mature shade trees, should be preserved to the maximum extent possible, to help reduce ground-level absorption of solar radiation. Response: the site is clear of vegetation; however, it is designed to provide as much landscaping as possible to comply and exceed the code requirements. As shown in the Landscape Legend chart on Sheet L-3 of the landscape plans, there are 5 additional trees than required and provided within the east buffer to provide better screening from the adjacent residential use. The proposed landscape design has also taken into account the need for shade of the parking lot and pedestrian zone along Federal Highway. Josies Restaurant Page 14 Project Narrative — Site Plan Major Development Application Rev. 12/19/2025 b. Impervious surfaces shall be minimized; and Response: the site has been designed to provide the proper paved access, circulation and parking to support the proposed restaurant use. If there were the area to provide the 2 parking spaces, it would only increase the impervious area. c. Pedestrian connections shall be enhanced. Response: the pedestrian connections are minimal on site however located in areas that are landscaped and enhanced with landscaping related to the outdoor sitting on the south and pedestrian zone area along the Federal Highway frontage. The intent of these areas are to provide for al fresco dining with an enhanced atmosphere. As indicated, the parking provided includes four (4) compact spaces at a reduced size of 8' x 16' pursuant to an administrative engineering waiver which has been granted to allow these compact spaces in this circumstance. Likewise, the required loading space is proposed within one of the internal drive aisles and is also subject to an engineering waiver. The parking spaces in which it blocks will be designated for employee use, plus all deliveries will be scheduled in off business hours to avoid conflicts. LANDSCAPING As shown by the provided Landscape Plans, the perimeter of the property is provided with a Pedestrian Zone, including a shaded walkway and pedestrian use/patio area, along the Federal Highway frontage; plus landscape buffers of 5 feet in width along the north and south property lines adjacent to parking and 12 foot width with a 6 foot high wall and landscaping along the east property line where adjacent to residential homes. As shown in the Landscape Legend chart on Sheet L-3 of the landscape plans, there are 5 additional trees than required and provided within the east buffer to provide better screening from the adjacent residential use. Within the parcel, the parking area is provided with landscaped islands and dividers which will be planted with trees and vegetation as required by code to provide shade in the parking areas. ARCHITECTURE Preliminary architectural plans are provided for review within the Site Plan application package. The building is proposed at a height of 26'-2", with a partial second floor that will be used for mechanical equipment above the kitchen space and the ceiling height of the dining area will be approximately 15'. The ground floor is divided between the seating area and the kitchen space. There are 118 seats proposed inside the restaurant and 22 seats outside on the patio space. Operating business hours are anticipated to be 11 :00 am to 10:00 pm, seven days a week. CONCLUSION In conclusion, the approval of this application, along with the FLUMA and Rezoning, will allow a well-known and successful restaurant to relocate within the City and be developed on a parcel of land that has been underutilized and vacant for over 30 years. The proposed application is compliant with the proposed Comprehensive Plan designation, Zoning District, and property development regulations. Josies Restaurant Page 15 Project Narrative — Site Plan Major Development Application Rev. 12/19/2025 We appreciate the assistance of City staff for the assistance with this application and respectfully request your supportive recommendation to the City Commission. Should there be any questions or need of additional information, please contact Bradley Miller, bmiller(cDudsflorida.com or Ailish Villalobos, avillalobos(a udsflorida.com as Agents for the Applicant. MFR..Sir OATS KV. -•• � ' .•aa atu.u.xama.Jal.Jlgp G Rr. ,... r.I GE ••—' �I!>QN•EGEtg.a\TNI.J N _ - p 1� Nno.�asar.�wJo•ww CIAMIRGTICM C t..,,Y1.010 aa...C......,.�.a•o...,l -z>. r • Ei If < 1 1• MO Mt:.tttSACM R Iia rm..�au • 1 NO.e.OM LOT MUT•.ITORTA sNUN.MS LOT oa.T t..nbA 1, . &TEIMMEO FMK WO VOL CV4,344.441014 ---- t Name V2,20....cvm>iRTq..: a.arw�c..la�r...aw...s rrr..�__,.. I Ht.awwR- ." - MASLOW.epi.�. 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'ter« __r_ b _ f te— ��r. w _.«« ._...,__•...._ « OW AZ re�.,•. - fIrlOWO.3.1 MVP° ;pa. . - a. owe.a TandeCePeirna wec`• mow_.............__—•« . r:.x•,.."'"....;.r:::^c.7*Wiz: w Specifications O Sabel Head w/Path w O Path Planting w +.r«�..r'"w:...."". ---, "'�"" ...0.oH NOME ALL VEGETATION WILL CAUTION:PLEASE NOTE SUBMISSION B MISSION ate' IE NRIOAIED ACCORDING TO 000E AND NOW °.••.w.rrr.. r___"_.a SUBMISSION L-4 _ /� _.i.��..""'".�....Val... AN IRRIGATION PIAN WILL BE FRONDED _ r w-»tir.�w:. .r�.°:•~ 10/16/2025 4 r.r...w.-rrr...r.....r.rrwr"+u� AT TIE TIME OF PERIITND. .47"DAr•o'''''' rn"wr.:".rwr = w"r..+.. rmmrponNur•wrt rAlnl ^'.....•':w.""�. rr��•n.+.r.rr.ra._. ---_- - -- - .. ' NOT FOR CONSTRUCTION JOSIES RESTAURANT 3047 NORTH FEDERAL HWY BOYNTON BEACH, FL. 33483 I {t... .. ...M1 i im I • AOL MC:G-..1-•L 7M7 P-1--ME in rigra 111 El IS ..N.1.1.4.01MCMOm.ru...l.bkW.... COMEIBLTCTIoN Nome • ■111C.T.Y. ..ICO......1 TO NT..C...... INDEX OF SHEETS ,. //��Vr To.6.NO� , c,..m,............0(.....�.,.a SHEET I SHEET PILE / MII.— I COVER SHEET A m".Tot LOCA..Cr Orl.0 nwNs..Y1.rs.o,.u.w 2 EXISTING CONDITIONS AND DEMOLITION PLAN - I'-20' -—- P' ,■■■■■ s....q...' '.'NU M.LOUR.0 MN ROM M. 00.00 3 OVERALL SITE PLAN - 1'.20' __ Nlw. sc 4 PAVING AND DRAINAGE PLAN - 1'-10' t C N.w...•...W... 5 WATER AND SEWER PLAN - 1'-Ip •. 6 SIGNAGE AND MARKING PLAN 6A TRASH/FIRE TRUCK CIRCULATION PLAN .K i.40.40,H 1M,, o. •••o LIFT STATION PW! ,N.,,,ss A s A,ORONB 4-11 040MI N.MONO ON NON.AAOOW:AN CA1IO MO. H BEST MANAGEMENT PRACTICES PLAN&DETAILS •.m n.ns LOCATION SKETCH 1..:.. *Ir..LT, PAVING AND DRAINAGE DETAILS Nur N T 5 .j'Nl. ... .w..m.+IH y..a w..s4l.as..1NI..r1:., 1.170.9 PAVING AND DRAINAGE DETAILS ••A 0„...''''''' ...1.1• v, WATER AND SEWER MINIS "V Q. WATER AND SEWER DETAILS ''1 GENERAL NOTES&SPECIFICATIONS .. '' ._ IOOMw..ra...r m.w.. 1 14 COMPOSITE UTIUTT PLAN _ PREPARED FOR . .f. Steve and Stephanie Setticasi HALEY ENGINEERING, INC. CVL. LNCINLL,z•NC ;.�_iZVICLS 1680 SE 4th Street - Deerfield Beach. Flo 33441 Approved Dote. Phone. (954) 260-6194 John J Haley P E Emo4 Ion'4��f;comcost net Registered Engineer No 40023 F 8 P E No 946_1 Stole of Flondo PROJECT NO : 24-3205 I (\\'' H fj \ j 3 j uw �3i I. lh: le iii LID 1.11 E / Eee 1 000®I i } a1 a 8 g W LLZ.. I• is c ° 4 e ° 2 i- w ,_ 'ate O -Wo z w 2z PALM DRIVE ,p• Eg ,mean VI ,� Z N 100' . SO 0]`Fx. ,0' I 1 I � 1 I /7,22 I I U I ....._c„.ROCK a•670 FLOW a•7.31 I I r7 d pp O 1 I I p„6 F Q TR'1DEj WINDS EST4TES 1ST 'D�ITION (P.8.211, PG.44) nom"a's98 noW a-a.2s X 12 4 i� I I BACK Y•ROI GATED NOT\�CCE598LE wQ I I 11I r.i,err ...� II ?ax I 268.08' iz_ _- / ,.3,,__L.'24 , 3/4, 15 o i i / / JJ ,yam, °_'i�,. as ```?t -_bEGEY OTiON EWE/' ,,, Z LL Q r, '.0 >.°x, ,l 'i w /l w a 1y,�1 1y1yI ?JA ! .Tf r-J rrr N>..x a l/ eax < • ` LL W h e FLOOD ZONE ;—��' a o' xe.a N a.a//// _ n Iii W ,S // JN •x r,a I ,V h NI 4 /70 ~ i v " 8 2t2 5 aD ,"> r' OJ m i Q 'm Q .,U> i{,W.� ac a e. r ,&i O a7# / O ''y °t ' • J ' dg Age Or gIIi i r/ # '` Z f g / '',D. a, / 1 ' Na \ ` '"f., >.� � / ' �* 1 ,r' ‘• Fa / _ / >,6x zox ♦ •.O,i, (5 , .i.0 i i. ur / - 7 M w z � >exy-.�r,i 1p. 13x..L.N 2 w I I 4....t. .4,--- .......4. „..,,,,,... ..,,,.., a2x / N/6.4s. ? // 2,0 . 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APPROVED: PROJECT em* ELM.J.3II i11-13-76 Rev-";x..'.`a.n.. CML ENGINEERING SERVICES • ES RESTAURANT NUMBER 4 DrawnLK. 3047 NORTH SAL HWY PAVINGAND ,eeo SE 4n sIn•1-o...nra Owl,Fla DATE: a.•Om*. ./�.N. F.iusl mMac mes OSA)260-6194 BOYNTON BEACH,R.ORDA DRAINAGE PLAN _REGISTERED ENGINEER NO.40023 ' . eNO DATE REVISION BY , FAA -.N b.Mo.0463 STATE OF FLORIDA , ,,, . 13 • NOTE• —4......4 w...,....✓,s • Mr r'.a—i mow.wsi .we•i••• •,.w—i4:,....re•4 rac f✓we,a.,M... 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R+_\STR. � ` \E #3l' I IDM \ \ i1�7. sroeE �� \® 1 MI y 1 . ..ATo IS10E W i` T�` A� �� / g! 1 /--'::‘ ti Nmii,irit _ . . ‘ , �rors40,7,1 m ��I,I�I;.*Fir �� - - — — — 1 x �\ •�� \1 Vii '�� ,. f a - - �`�\ \\ ,,,♦11"3♦•m ��Eli _ 1 .l nri 1 at `� \" \\ Vii: ` ~'A,. py c .3�•�•��'�f_ l • I 1 fill/— Y///Ill '. li M. - \ o• « Ec4Et • D Z p?;arjL pI IIS- - - .., — . '' Ing Illii !!K!k�I 1 moi. ..__--.-------r) I I I I ! I T.�� / FUTURE COA EC11ON `J L J \ /)1 - \ NO TREES N TSS AREA RUT INE OF TOT \ 1 ♦ 1C-]_'-]°R[vissC Fps c'1,c:�r T..is ' p ORR,. „x 11-1.1-2,R.nsm1•••(Ay<cmmn.l.. HALEY ENGINEERING,INC. S RESTAURANT APPROVED: SCALE Na0.1ER 6 CML ENGINEERING SERVICES. JOSESIGNAGE AND OrsonU.N. lMO SE 41n se1..1-9.411•10 Rood,FIN 33441 3047 NORTH FEDERALI"M/Y DA'F. .A:fess)zeo-e19. MARKING PLAN � BOYNTON BEACH,FLORIDA JOHN J HALEY, P.E. cre +.1x (moll:IPnTW.ySmcek.nwREGISTERED ENGINEER n0. a4C.023 ® .1 13 a NO. DATE REVISION BY ME E. A,Ano.1..1:on No.9463 STATE OF FLORIDA S /¢ q II I �'� 5 I' I 0p II 1 1 I / t - 11 j I \ Ido II 1 fi- II j s I I ; 9 o / 1 1 3 --�''T�TT'f-I 1 /i \- _ r r / \-- �,Zp' ^.I) ! lfs 11 "17" / t �..�,, � � ij plI' z J ,o 0 t�/l !/ l/ ' � �1 J Ie / :Pit a � _1`p / /( gra - II ,1 t� / e itiMilit‘ti f', , I.' '''. . P i `',/ki....1(,..........te.i , 11; ;.. 12 I / , ,,..-74,1'.11 14 -1 .- _g__AI,--.11 ' 4 i a:I , rr am- - :: ' .A 14 •I it i r / f /�,�1 . it 41 / i//f /L, � � `old.'id !, Cl 14 Ill'f Ili; ::15 •j, °0 >� / ie % �f I j I� ;, 11la t ,5 .L 9/ ` ~` aIL I� i! 1s I1 a �_ ~ li i 1s a 1 I h a t �9 20 - J I zo I. ri �� TRASH CIRCULATION 1 —I �I FIRE CIRCULATION I.: _ 1 Li . I.1 1 , 1m 1 tpf,,,.�,ai &A cw..v i•'p' pt,. f• Styr w �v neral Fire'Truck 0.� t `o i�jir' veroll len eh ire' ww,x.r .n, �,, V'>o . �....n<. Tracor c �. ht 1e pFt I, ,0 4,44,7,1'4.7Z.,i� TEeeeeb Own AIe�I14AN surly J<Y�J.Xtlr/.ei m6u.lp+u 1%.e."'1:7='' mnq R..v. I, 'io n r�nq......•. wTiro igiJr o:ro Cir..,.,.,..... egg I �� d LOCk tO 1oCk tire d 0 � •0: I.wLLa � owl old unhand tb•'www• MO.Vheel argyle 1111 V mg - e,. ♦ ♦ 1 HALEY ENGINEERING.INC. JOSIES RESTAURANT APPROVED: 111 NuuiiEa 6A IL Es. :INCac sE Ileo St 40s..<. Norf.!e6.3c1,c1,4� F, v. TRASH/FIRE TRUCK 3047 NORTH FEDERAL HWY DAT Phone'(954)260-6194 BOYNTON BEACH.FLORIDA CIRCULATION PLAN ,OHN J HALE' v E G1. s< ® 13 C.a...i , w+ toml.ran<m,.not NO DATE REVISION BY root wmoeolo,R..9461 .'K-�R(^, �vfv a�-^9t n _ RNERER mops �` 1P.VINt •, pSCOxNECT AI`CN RO r,E MOPS PRIVATE SERIES a ,:.aI. E:..7,.:, MOPS CONTROL CENTER Al...0., LE SCHEDULE INTI u w URE d ENERCOIC+CALL MATERIAL NOWTOR ANTENNA oOWINNc WN sAIMESi a-NEIN•3(CAP MCA.TN MANUFACTURED ODORLESS PUMP STATION II:°'•'w0 w NN°L'°')))TP°aNW Er"0"".N„R x Tut,.N Z INCASE M WOOL.CALL ] STEIL . .. 11:..--74.,—...,.11.2-.... .1=r4.7.:.NiPNiIC RED"wNN°� P MI:e°1P:I fNeuLD R u®MI 1TOII f°l N SNAKE COMPANY CONNECTOR ATLANTIC ENVIRONMENTAL SYSTEMS, INC. 9.9. ' ' M 1 l� //,,�..'�!�rvr�+w�, °• MOW. 1 NiN..ciN 1 I R 11111111111 SAM• LAKE WORTH.FL 33461 ANNCM00YC`[.r.o N TTAl N.A. srt.`NTut anDINCT. U J ''' 50UPP0R1 N0 ' : _ _ nE 1r NEP, , PN.(561)547-6060 FAVI:(541)547-4999 ©2000 \ MI5 DETAIL C Nn __ nL MT. — MOPS PUMP STATION SCHEDULE / I 001 LD Br WUWr_ rus:ov[a SIAL a IVIC 81®I'ciao CONPANN) M E.CAPS F�, E \III _ MOPS SERIES ITEM DESCRIPTION I 1Y SEE OF+Art c STAGE 1 WAIL COIGN now W.P.M.) 27 100 TEAR ROM ELEVATION 11 /. In [..,-, SEE I OR a:.Tc aorta yuan. " g} SCNEDUE WNW OM.IWAO IT DM.) e1 to TGR EL000 ELEVATION 9.50' coaOGN.a WINNc laII.EL (1[[NOT[DA I`II IIIlI 'µDD SITE - - SLOW(1..5.YJ 58 A GRADE ELEVATION 9.00' CRgMNHG ROO IFII !TARE r $[CAD.LRW DESIGN TEM(I.D.N.) 45 • TOP ELEVATION d WET WELL �'u ll e BEI B Vi9' Vf0• NW Stt JL:AL 8 I -M) 11 I SEE 0000 BE 1 DIED 110109 NCE SPEED 3450 VM C 90LOO EIEVANA d WET WELL -3.00' WMNMN NGO CMM:T I, r 6' ' ODat RATED MOTOR HORSEPOWER 495 0 ALL PUCK OFF EIEVA1ION t 4 Pa SCRUBB[a _ E[yEW <AmRIOG[ SU•Y[RSNU PUMP TYPE(P-1 P-2) ORMER 1 LEAD PUMP ON ELEVATION 1.00' / F _ A \ IIH PUMP MODEL WRIER NOK 1 (AG.TIM.ON ELEVATION 1 SO' 1.1111. NH .o.e-arr Ane Two- .--J:1 iii_of-0:1.- m.• mNW. °W:I�N II 1 MONK[ENTRANCE WLIAGE 230 0 NIA MARY[LCVAT W 2.00• R DETAIL A SERVICE ENTRANCE MASE 1 M INSIDE WRITER d WET-WELL 49 / � o©p ®L a , K•�I a, 1 Ill ' ' I,/II _ liki I1�I MOPS ODOR/GAS SCRUBBER CONTROL CENTER nu LOAD AMPS SS I prtSID[mimes d Awn-FLOATATION RING 9L• AuY.a/ - ,-11- -11-11 IL II X11-11=11- NCYA SR PARTED$f[11 J MINIMUM CUBIC 01 T[I d _ 1-��ya AA N0115: 60 000/(0) L.t =11=11 .=II=..E.„a-.._I IIGL-T11'' . 1'"-N-'-"-�t pY re : 000)0 5I!MSn>Nt0.NA. RIO0010. SWITCH,RATED wK CONCRETE RALIA51(CU T03) n_n=u=n- Ii1r�l�l.l 1 =11=II FA=11=1I- � tOOC SEWAGE LSCS.N23,AND WET W[LL SCOURER SYSTEM N/A K INVERT mot OIAMRCR 6' IIIIA!I (� JNsumo .� ' I � 10 INT$TATION ��/. o<+[NSM ODORS SUCH N PEYOTE STATION WONITOW(TCLLLKTRT) 0/SA L FORCE YAM DMWCICR 2• SNAIOI0R AND MERCAPTANS. 'II I R R IA `rMNsar, ICRUW[R 0. YdOULOTH LITE[xM10010 ON-SITE GENERATOR SYSTEM N/A Y mum wKw EEVAIIA 2./A oT� D'N LTO*KIR Sl,ealr RM R+-WELL CALCULATIONS Of INCLUDED N II 3[CMIOART'INKRT[IEVAIgx N/A LL:.J (J :v 0* Ss ra�rW90 c0000011 SUPPORT STRAPPED To !NOP MNWRIo s05 41t. ' coNrRM PANNI a. snuRRER uwr w TIF NO... MOPS EQUIPMENT IDENTIFICATION OTT. MODEL DESIGNATION POLES ESDI WR-WELL OR TOP o[r *MINTED. MOPS PUMP STATION 1 822-48120-6-4.0 II°`"""1A19 CONTROL CENTER ASSEMBLY AND INSTALLATION 515 moon rSNOWN MOPS VALVE BOK ASSEMBLY(VBA) 1 VRA-22 OMR NST Wow RN C AN,/ WA. RN f wd..N`wow W.T,:y F,,. MOPS ODOR/GAS SCRUBBER(OGS) I OGS-B d N•..N•P M.,r a MOPS R P Z ASSEMBLY I 75 r+- .1 0,.Kl of 01•CNN:4;4 curter N. r w WS-TIONr co0wns CAS-NOW LDELIERAICT MOPS CONTROL CENTER I PSC-221-4.0-1 _ )' .°+ 1N:`YA MAW I \\ GN w.°Oilo er` WWA AR MOPS DISCONNECT SWITCH 1 FDS-60-I-2-PS L• alrws°•Y•rp TAW !.1, ` r- M COUPLING .ALVE 1*+t1 MOPS CONTROL CENTER MOUNTING ASSEMBLY 1 CCMA-32AL '7,II,iii IlA .T mrs[rtun-aP vO-auww ,;� PM ROTI NOM - _ ...:.7....... NM.v.:.O:°N.A.R.m. �� MOPS WET WELL SCOURER SYSTEM 0 N/A L. ,,,N100* 1O1p11, x..,.::>,,,n MT..+:a+ 1111111 �� lll_� STA:NussA LEOPS REMOTE STATION MONITOR I PROVIDED WITH SERVICE AGREEMENT LL f..NNIeN•e' � -: I FI�,i'� Fin SUPPORT LL 1st YEAR SERVICE/MAINTENANCE CONTRACT 1 LEVEL 1 WITH REMOTE MONITOR CC idi Plik...0-, ...C:.y11. _ MOPS ON-SITE GENERATOR SYSTEM 0 N/A .�8�A- MOPS FIELD SERVICE WORK I CONTROL INSTALLATION 6:START-UP HUB AND INVERT LOCATION �Mit04M��Bi:G.1/1MI11m, la COMMA o �ll�IhB MOPS PUMP STATION COMPLIANCE NOTES. L` I ITEMS CLOCK )w<._2:.;�•,�u.�B■ [flit' It CONDUITS IT POSITION Lr, �- .[�+6 I' THIS PUMP STATION DESIGN COMPLIES WITH THE FOLLOWING REQUIRED STANDARDS. U. , E — • STATE OF FLORIDA ENVIRONMENTAL PROTECTION STANDARDS LA C T _ ' IM1s 5;00 FLORIDA ADMINISTRATIVE CODE FAC 62-640.400-COLLECTION AND TRANSMISSION SYSTEMS C �� ( ) Z R. PREWAR+ PU-O 00 • NATIONAL ELECTRIC CODE(NEC)CLASS I.DIVISION 1.GROUP 0-HAZARDOUS LOCATIONS Z + NAV 4:N nTx,TCss.WR-KCL 050 TOOK P051 IO IEGONDAA _ ROSS MAM[D1[ILON- • UNOERWRRER'S LABORATORIES(U L.)508A-MOTOR CONTROL CENTERS wD U.L.698A-INTRINSICALLY SAFE F ' + ICON 4S� IA000R RCSIS100I RATI.DISC CNECI CONTROL CENTERS I.+ :-.„,7;::,-,:.j,....•; wennLO.TIW N/A OAS-WONT NM. pm.3 ,A"ENR f1�) Al (TTP) • RECOMMENDED STANDARDS foe WASTEWATER FACILITIES(2014 EDITION). Z 0 I. 4`- COITION ruff 12:00 Q 7' a' R yy 1 PUMP STATION VALVE BOX ASSEMBLY 1 PUMPS ARE RATED BY FACTORY YIRUAI TOR CLA55 I•DIVISION I•GROUP 0 AlYOSPHCRES AS REWIRED .E Z I- • f d :, TOP VIEW NTS 2 TTHE NCONTROL CENTER INCORPORATES INTRINSICALLY SAFE RELAYS AND IS LISTED TO UL 698A EC. = W v mwnM INTRINSICALLY SAFE FOR CLASS 1,DIVISION 1 ATMOSPHERES. F Z S IA 3. THE CONDUIT PROVIDED.ALONG WITH CONDUIT GAS-SEAL-OFFS.ARE RATED FOR CLASS 1,DIVISION I (/) RILL AIM..TRAK W.1Mo(D. LOCATIONS. W Ey NL 0 • Drsa.R50 IMNAfIL TCN AND a S NMOwAM 4 THE WASTEWATER PUMPS AND THE CONTROL CENTER INCORPORATE A MECHANICAL SEAL FAILURE DETECTION/ 1001/ws SauMUt 11'0'40 0010'Y) `NNP lro 300 AISU ED AND NOTIFICATION SYSTEM. W 1.. NOR:9 00001 ARMED U01 To LOCATEDCL 5 THE CONTROL CENTER INCLUDES EITHER A REMOTE TELEMETRY UNIT(RTU)OR A SELF-CHARGING.BACK-UP (n v 'AVON fRM AM 50C POLL RAE CONTROL PAIR(RASED TO UPPER R OODC ROI yyI� 10 r lOLL 0 ORAD(POLL R `RENTED UNMAN) AT SS.NAIL. ALARM SYSTEM TO OPERATE ON POWER FAILURE W_ W C 0111.01-,7 /--0 ! CONN.NU COW3ACIED w B. THE PUMP STATION INCORPORATES AN ODORLESS DESIGN WITH A SCRUBBER SYSTEM TO CONTROL TOXIC -KM E - LOUTS 10 AA 1 no•+E•wE u D L GASES AND ODORS FORCOMPLIANCERIML TO F.A.0 62-604.400 N J EE SGNEYATD RASED ON 111E TADOWS OndAROE RENO LOCATED RENRIW KR MATO'IR0. NMUn(33.NAR) MS.NAIL) INAL our SM.. F5Q A MFS AC.roW1NM.SEE SCHEME FOR LOUTNM d GDNrPAGT4 SHALL 5556 06 GUE I E APONTECTuuL DRAM. R 7 THE BOTTOM OF THE TOP RIM ELEVATION OF PUMP STATION MUST BE LOCATED AT A HIGHER ELEVATION 's NKRR AND CONTROL PANEL,LOCATIONS STA RCT TO CHANGE. .....„1^.......RTw(LL NIw.G I • 7/ STAINLESS AM YINMUY I ENGINEER.THAN THE 25 YEAR FLOOD ELEVATION THE LISTED 25 YEAR FLOOD ELEVATION PROVIDED BY SITE CIVIL -2 _ 1 ____ ' •81�. f'„ 8 THE BOTTOM ELEVATION OF THE SOPS CONTROL CENTER MUST BE LOCATED AT A HIGHER ELEVATION THAN • C I H I 11=11=11=U-II I=II-II-II-II-II-�I- THE 100 YEAR FLOOD ELEVATION.THE LISTED 100 YEAR FLOOD ELEVATION PROVIDED BY THE SITE CIVIL (Ily '�1=11=11411=11- -II=I1=11=11=11=11-II: — ; ENGINEER. A -• q \,�I .I I ::o n=n=n=n-n= OM MIEI iIIrAlII AEI 01�,49 =l�=n=i1=T1 ,d1 .��li1i�,1.11 II MOPS ENGINEERING NOTES: s A �LV '141111- -IIII-II-II-II-11: — AA.TNC HORSEPOWER SHOWN ON TME SCHEDULE ISA MINIMUM HORSEPOWER REOUIRFYENT BASED ON TMEFflaillim . MM II-II=II-II- `�.^ STATIONS DESIGN CRITERIA AND THE REWIRE TOROUS (LOWER RATED HORSEPOWER EQUIPMENT WILL NOT BE ONAe[ If II=11 _.r•'' ACCEPTABLE.) / <ONKCFOR 88.THESE ITEMS ARE NOT SUPPLIED BY A.C.S.WITH THC MOPS STATION. _ GRAM UNE ^j'2' CC.WORT ELLVATNR BASED DN INSIDE BDROY Df PIPE. n A US d ,©II CNECN 1 ,_... .'� 00.THE POPS CONTROL ASSEMBLY CONSISTS OF THE FOIIOW ITE CONTROL CENTER DISCONNECT SWITCH• MOUNTING MATERIAL 914 1100 •t••••••".s--- ASSEMBLY,UM ELECTRICAL CONDUITS.AHD SEAL-OK THESE ITEMS MUST BE SUPPLIED AND INSTALLED BY THE es a MACS OVER VOLVO 90RMI MOPS PUMP STATION MANUFACTURER TO VALIDATE MOPS WARRANTY PROGRAM. .^ 0' II �" •RLN '11•)� 1...'...: M.4-wtN GRAVEL • ALK•OX EC.FOR STATIONS IN MIAMI-DADS COUNTY,THE MOPS PUMP STATION IS SUPPLED WITH A ATANTRA REMOTE 0) O' SYPP uO CMNAR WNW 7'0" u N(nMRT EL) �1 WET sUPN owes T10801,RY NONITOMING UNIT AND A.E.S.MAINTENANCE SERVICE.THE R.T.U.ALLOWS FOR MONITORING OF LAG Q) 0. r•rt SII ' OKE MOR•h )' ALARM,HIGH ALAR.,AND POWER FAILURE PER CHAPTER 24.42.2(5).THE R.T.U.IS COUIPPED WITH A BATTERY • 4T E �, I� aSMARM nPR[O T.POKE.AN(BOER IME OD BACK UP AND IS INSTALLED ABOVE THE 100 TEAR ROOD ELEVATION. M C MATERIALS M A T E R I A L S o 1 �` ' + SNC.MSC5NECT WE 1N0 IR CONMWCD LV IOW OR OOfAPnN[ 11[W 01T OoaI11011 5000*.[S`ro%� • N 0-101 STN!. UIRI d AO SI WO CARL OW THE MOPS WASTEWATER PUMP STATION DESIGN AND EQUIPMENT SHOWN ON THIS DRAWING HAS • 3/4•.OC LL MNL[ R I 3/P W.500054W T'0005 nal..OTI ®�I�I. DISCINNOI BEEN REVIEWED.PERMITTED,AND CERTIFIED AS COMPLYING WITH ALL THE STATE OF FLORIDA j Ell. D.E P AND LOCAL REQUIREMENTS.ANY SUBSTITUTION FROM THIS DESIGN MAY REQUIRE NEW PERMITS. t. • I 3/T Lf,so ons D s 9/4••T u MRNNE �*_N=r CONCRETE WAIST(KITH NOR M) APPLICATION FEES.AND ENGINEERING SERVICES FOR RE-CERTIFICATION AND DESIGN REVIEW C 2 ,_•JR•n 5,10.500'W WN SWTSW wan I 3/4..3/4•WJL a.....O 0 OAR wlnwREL—x:A.."0 11--M SCI-- • 2 MWWa l•macer con 01/8 23C I 9/T"MCC NDC w ��',, �. T \ • 0 3/T LS.mow MR 3 I 3/T RACISM MEMO I:+SLOW rrERcuss TRW P.E. CERTIFICATION / P•0•NA DETAIL B NOM TAD GIRCUTAo 0WERowS ANN-FLOATATION ANo.Twee Bonnie McLeod,P.E.,LIc R 70797 VP. of Engineering ALL i.ru NM N CONTACT.TM SCAM WO ARE ALUMINA STAINES,STEEL EYCCN WALL...NESS(At 010'I'O.SPROULE Ta WNW. Atlantic Environmental Systems,Inc.,Certificate *26398 R.P.Z. BACKFLOW PREVENTER ASSEMBLY DETAIL AA MALLOW[WOW, WAWA 0.0.!II[(MRMINn fA Asr *E W5)I 2244 4th Ave.North,Lake Worth,Florida 33461 LS-1 U S.C.AND A.5.5.E APPROVED N.1.5. NW NAVA SECTION VIEW N 1 S. Ph, 561-547-8080 Fax,561-547-3999 J\ ..-ii-i.4.-.4.- Wi6 RtWL 1 1 >tv. __- - 1 \ O 4U \ i ',i1 V An MIR [ ( I µ >i.a•. \ �� 1 til I.' `� 0010p, j TI �i p "S41C ,S, { II III PARIW.INLET CONPIFTFO INI FT �, L ..„00,,,G.,+ . 1ii, IR �,; --Or^ '\ PROTECTION AROUND INLETS OR SIMILAR STRUCTURES ,'`� III r l I ' FIGURE 6 wix , I ' 1 I ac. 11-< •7 `.��>� \ 1. .j��iii� ,� 1 _ '�\ �J� t\ F r F l�J/ w STAKED SILK BARRIER OR SII T FFNCF I 474'"I '~ — ISI _ X07' -' \ i: 0V��i PROTECTION AROUND DITCH BOTTOM I4 • \ °a - y, ,. 111144 . AND AROONG CURE FIGURE 7 i I I � %N. �I , I 1 11 \ '� FIGURE 9 P I I r I I I 9n..I.. Pow.'M.%°C .•e.� r town I �I�I�I it �a BEST MANAGEMENT r1,1o♦../INC.I..R'.I/ PRACTICES PLAN IOC.F rd4r. IOW Nm...•.m r.•e 9 W..•roo•r+rcl•u M. °°1 ta••••••17....•••••1�,rw:`�+""i'« F'=w.�.==".'...`7:... F w w.+.N.N .w•...4.. ••••••.0 ••w 6.•••••••16 .°°°'Y.rr.�ui imE E. ALL°'•'•:•mow. '..s`i.+.�.w . '....�•......�.:.: f7f7 TEMPORARY • .'.W.CCV.W�• •eS6• SEDIMENT SU AI -,."."`"""`� ..4444�.•^,,,� ..,.. ..+ `.."• •.•.•.• (ONLY IF NEEDED) A �•- ..+..•.we.•••ern MO Mid FIGURE 10 u Fr.I. + ,....+ MOM 1••0.: Dm STANDARD oeomaNs :'""°.ar n. .•r;EMX _ R „; a•e.• MAIM«44,,44]. n �^' -, �_ I co. «a a MCA.Rcro«`o�.. �Y�I a r r Li 111 W : ops = , d��D �x �� r r ,• •r 1..r T mor RO u ae rrr. r L r ` MVIAM�M w r r TI--r11 I . ,wY Mme- L.' aU,.....ma id.mfr.om.0 "� � �f rr�'� l• - aro:1A.gib: • W...r,... Tm e 0 r_..-v---- +.m...o •+ria,..: r>W r ... J( mec fd►C'ED Aietll•%-r- WrtMOIX WRE COURSE 1ffiIL,IDI r'dc'U•.//XI r M V Y V V TYPE 'D' CONC CURB =MSmoornnom r•.sr r r N•,r...Ea M•1r 6466.. Ws sr POLLUTION RETARDANT BAFFLE (OPTION) ca�.a Kona/.r ...•er,r r r •N••1r ccs... M••r eeca r,r PRECAST INLET TYPE-C' (OPTION) .-. � ir-% •uQ WS MOON orrt r MN MA E.Dar.EEEr<w w+Ewm[ory G kP!/L `II�'i.J___�� NAT sRwas a 'a 'i/1/.�Zi/ 1dr SAVE tIE fr A0K .—'/%%/�/i/ .011:14,.. rifian • ^VI I OO©1V O 1.s'nA 5-111 ASPHALTIC CONCRETE i'«Ifig7 O.) YTR".."••V SECTION 3-B O paw COAT Aro TAc. «.T.S. -■■=•.� 8'141060 1 BASE COURSE ,o•ra.) O wc.TDwE]rsmvEn�iwsxroror-+eo =11 m O'�R a uN mErPACTEn To uex r 1i ii LV. 0 N.v[n 01(9 r_,BO % ` «sa FM w•e TwL EE r `�l «M Oa WD W.YL M O r eaU4 Q IIY e'NCR CW {' 733 18' TZ' I 12' 18 K00 TC MAE I NO/ DIMING ._. 2' 24' F• / • A.r J SECTOR AO' RCM GIUSS PTAH G ACE Y V' V T T Y M' r MCC• STCP RAN GRACE W M.STD' /rte rb•• '6'. r •rY ccG. • , cG.r. •'-.•• T-.•: • ••Ccf.. DE r Ri S TA*OK- TR ACK . C-6ry-U T-Y• Y Y r•,Y ccc.. •,Y cCLa Y-.•••Y-.• •Y cc[•. C-6/11-6 r-r• r r pa•r1.0_1.0.1. n•r cera r-••• r_.• p•ecu...' 1 ,. ,:rII� •• \"V/c�/% •.:./ham //. C_im��//`�� PRECAST CATCH BASIN AND MANHOLE I 00 0 O ..E`dm-tin. n• SECTION 3-B 0 I.s•151°C s•1•'1 AS°UL1!C CO CREI x..S pit� iti ---mari -__ ........ nu O PW(COAT AND TACH COB•TAgi.cO BASE COURSE leo oo,coASACTea ro 9n E MAX.DENSITY POT/ASRO T-1B0 .., 4 4 4 4... .. ST COT.FD SUBCPADE D LRA.0 MW..O 9 CRO TO I8R O w].oEvm PER AAwro,_Teo • v i/7•bm ,a,,,ON Ll..N�,'•'• TA«n«n w4«n ArUTMrP•EMwYG LIMd./I Pe en dm r),[asro Went ` W ...A na.a.no A]nn.o N r ',% ROW mend aeawa.l w not mwE114•Und dNNW N N.P.M.• ova,rsa . • .;• :: `♦v E —b.wR«d on myoloNasgrn I:ir:"m,TT n`0m. ��YY ens ,.. E%FILTRATION TRENCH DETAIL L ;s .< •bR]H•aa;. r • HALEY ENGINEERING,INC. APPROVED: ® °RC.ECT Difipni0 I4'H' CML ENGINEERING SERVICES. JOSIES RESTAURANT v.VBER 9 o-•• E4" 1680 50.0 We.-Doe..Beocl.N.33«1 3047 NORTH FEDERAL HWY PAVING APD DRAINAGE DETAILS DATE: o,....:(950)200-6194 BOYNTON BEACH,FLORDA JOHN J.HALEY,P.E. 044.4 J.IN. - /mod lon./000AOT0O.T.A.I REGISTERED ENGINEER NO. 40023 ® 13 ,r + :O. DATE REVISION BY . ` f.B.P.E MN:0M.No.9463 + , STATE OF FLORIDA 243205 • .� -I—"Ti. J4.aea $ 1r ,Er .— .. _ wNOTES: aft Mr i o ;/ I'll\o.__ -- -L® �G- r� }s- ?pp. ■� .,. 17.tdUi -'- •:::-..,27,..7--,.•=1::1-••=.-:..."=•.• w[I ./.. ti .. /�`•► L-1 '� '. rerrY w>•� +hers ��WI Now �� _•, greir • . ._.,. ,....„..—7 4P PA9Kei4.1n� L Z ,K a V,a \ •r' F t fa .E-) :1 ].3 ..Ihti 0 iJ ..:•. 4.. I v I s I >�Y ��i� �S - .NMI�.�I-'.• • ..u.r...-. .... �a.r' p�� 3.WALLEY OMER- * >�WK.�II %sew MY Or MOWS ACM • I ..�� P COFEt WHEEL STOP a f FIFA ®" :K v-,reilrrr:F• 1===WO A sem c s C-.-_ .A ,+ • 'mYs.-.. atfi•D' (SKEET 1 OF 2) (SKEET 2 OF 2) roz...-:r'---...-...- •r- WORM Mal ePCMeeO[.,.ro.®MT. IMMO INY1 MOMS.STY./MEM .calve wtP w'.Memnc.r.wYm nn.a MM.r0 ww®IO eTlR421/ORM 1101,0+nuts cCMeemC.Tr.mum DM.n F�, ro %Y�, u•Ro 7e rY " I DI:YPSTEH F.NCIASI:W:DETAIL L ��10- V i0M1/u HANDICAP PARIDNG,STALLS AND l� ` rano. RANDICAP PARATNC,STALLS AND MAILS 7•�- ._ CURE k "fir , SDMRATI CONSTRUCTION DRUM ,nm.�o� ; ll D6TA05 K-9 K-1 GUTTER P-> •,-�I P IE MIMS 4. .^ 1 itm!II =5. •1k I. f L€ S7a r =(l6tf, !I I Rll er...71 . :T� • wk's 121 arrLs9sss,LII. 'Y t+ter I • rs�- ® ®1wfdtlri war. _�:��: • �_ ..._.... ___ .� ==,....=:...............................,---fir DUMPSTER ENCLOSURE DETAIL u -'10t. ��PROBOVE H HYCWSU AC POR ��-�a"ra My= TRENCH DETAIL y-RMY--"M :�. G-OR ABOVE.GROUND DETIm o-_6• o,n- ... 7. A �.MN1 Ar,,, Th.....eN....MC.OMaM/,JOMW. J RP Ace`,.,,O.,,,ti4.4,I., we,.SRA*Mk.code y' f. Pont.cep.el Ow MtvowC aro.CnsM.d.Ynd daM..d 0e SRA `f - ..dewu.acod.mua 9.6r11Ad en Yy.kNMw aurae d • d • JAN HALEY ENGINEERING.INC. .LOSES RESTAURANT APPROVED: lillIlPROJECT 10 CORNHOCML ENGINEERING SERVICES. NUYBER Crown UCON. 1690 SE 4SO.-D..mNan.«n.FR.1.6H 1 3047 NORTH FEDERAL HWY PAVING AND Pawn«NSA)260-61w DRAINAGE DETAILS �� arae JAM Gook le1-.Y r4OV l BOYNTON BEACH,FLORIDA RE NGISfERED ENGINEER NO 40023 O 13 NO. DATE REVISION BY EB.P.E AdnwMb ev No.OW STATE OF ROMA 24-3205 • • • ♦ f 12 Ir fw_ ' —- =--- as-si I:... .� c- L_ Yom' '" _ _ .._— �.-tee(': ----�- .� OK ...,........=,...... w_ @SEL-d�d- •T.-�_ �f`rNIIIV.- ?.,' _ ' fl"--� 11111 -� -- •. •-- � —• �, 1115 ISAMIIf! `�_ __-.4WIIM.2111 •I' 101 II..• "S= ....===..-,..,. �=•-I ��3�•�- C _� ea as ---- .111...lr1 dSe�G?.a- s�I .=..7...,z ..rS�..i_�..YS.'S.:7L�e:CYS=SO Yd _-�_ -- ........••• _ .. .017/RO m oels w•I.•n osA1sL1O R.•.O^m. w...•. 11.•0.111.UV*ms-0.0•n....�t..w SAMPLING POINT ss'1M SAMPLING PODIT ME ~ TYPICAL GATE VALVE BMW .21 M-LINE ( TYPICAL EATER SERVICE INSTALLATION -a� I SITTING AND CUT-M TYPICAL FIRE HYDRANT INSTALLATION �1 �� ( ) •e BYDBANT -•-_t�� - DETAIL -W_�� YY-Y I.�1 impg _ �I� 'IN' 1 ...q 0 1; -1 �� I 'S • ••. . .. . , it a .".!.� r__. as same• "'' :7� .I ..r:.• , • . • WW2 lannline -II- I�••= II IIS mama= -MI I 4:(v • ,1 1, 41. ....--..__-_.,._� iiti 1\111 ��"_•-..-._..._...-. s.•s._._--.._....._._—.___-•— �� •eases.-r-.....-_._...•'.,..._---- mans[...rem-01. .....Y..t=rag! :.e 0-1_I..�.0..1.0.10.W...••..IY•.. =Wren Mamma.•1••.••t mum TYPICAL RESIDENTIAL k - WATER RAIN DOUBLE VALVE �11ag POTABLE RATER SERVICE RADIO READ FOR r'M, POTABLE RATER SERVICE ErtR CUSTOM ...car a..a. BACOLOE DEVICE FOR V/4' �� COID®tCW.RATER SERVICE DETAIL SVASUS 1-1/2 k 2�RATER Im7ER5 SETTER SLNGL6 1-1/U SHRUB'METER TO Y'RATER METER >� m � W-TY Jr �- TM' DISTALA'MON DETAIL TVW-b MMD .oa` -4..••jH,,f•• _ry turn n.[-dN.uIy•MM.d••1•d by John J Ntyl .Pb:.n ` ( •MA.nh.n unn bode �kl 4S I Pmwtot..l lb do .n my not m_.A.ed.t9.*..kd awl 0.SHA * 3. 1_1...n a.no.Oeverified many.ta..n...V— '„,,•r/O,YAI gA1 JJJL HALEY ENGINEERING,INC. DOSES RESTAURANT APPROVED: lEE) PROJECT n CML ENGINEERING SERVICES. NUMBER a.. u .100 SE dtl,m..-t..IwA..•eJ.,no.sTd.I 3047 NORTH FEDERAL WIT WATER AND Pt...(ISA)200-61•• EWER DETAILS GATE: c._w J.J.H. En•k jAMAM.y.wn.e L M BOYNTON BEACH,FLORIDAFLORDA RERGISTERED HALEY. NO 40023 . Q 13 NO. DATE REVISION BY Pa'.E. AVpgIb*N•.144 \ STATE OF FLORIDA I I'i@a4.'s r I _ 6.11. •=1::••••=:“. to ger moo at __II 39a14T- -. h___EA. QP7... _—R _ -_-a :rte- ��NE 11.I� �T_Ze � ��A - �.Ace:rYry �S Zi.T..T1 \ 1.7 .... err- r-'-SS. t-e. A ..1-w. }, .,:°0 .._- ..�.r�M._. I a••• '�:�SR'a'.. t.: =....» ..._--.j......1,===••••==.......• r.._.......k_ ..� ..•_ .� ads r"..- 5,555 5s...-YAM ones vu..aen erlsa+.w moon..51u •,w.,k,n....o..,,.:,.,ee......r,n.,1,.r,M m DM. own...n mum.m.n.mk.,ow,,.�,.a.... .. .,CHE .e ACEI e1.+...+.o.n .n e•Imo Okun=Ln..rn..a.IT&V.w n 411. .el a wa � n DOUBLE DETECTOR. sr.Je�. WIT! A O.COMMERCIAL.VALVE 6 ,.... WATER YAMS SEWER �•rAue. %�+%T:� PRESSURE PIPE VERTICAL �R[fL SEPARATION STATEMENTIR �'I'RTifAI.SEPARATION DETAIL. • DEFLECTION CHECK RAF.EPID. WILT!FAIRLY BAIL VALVE A o-2 "a W. pb ASC.ENFI.I' W-RQ = sox RLUSTRATION W-25 - ./.-- .:= 1 i=l'I . ...r „,..,•,..„,,.. f . '.- - 21::1.5 . -._._ . yy _ ;. 5. ' _ate as--s,�.r2 Th - � =IS •-•=••• , DllID1�C.pM01R aorta ....._. --� — ::.�— 4 e lid '- ... r MIL OM AM _ 5555•.'al l ... Ss.- d f ' ....�.__ *wow on ' 1 - -- � ?�[` •=ems.=--5555---.-55•_5 di / aarn¢uaeNI.se...- MR& — -•• _ • . •..•.• ____•._-._ •• ••--••••_—.—., s`a�- axe •:rte_ " -_.:•a.:aa •• .. szreaa,_�ssr:.- • • _.— 5555 —._ s1eam•�TAPPI.YG SLEEVE AND .I- AST6IATER IpAAN • ...._ti.._..- I RR . r(-• r•»-_TYPICAL CLWIOUT 1A ;� VALVE INSTALLATION • •w•—SERVICE TYPICAL • PRIVATE GRINDER PUMP CONNECTION SINGLE SERVICE SERER LATERAL ..�.,�.� DJS7'117ATION 1 0 DETAU. 11 . CONNECTIONS 8-7 8-7A .%`j`NA• TI.1.nlwtom 4 .Pd.Sb, WH •d. . JdnJ II.,P F.on A,o J' ii'f�•i Isms.SHA...omit.,m ffY f4. Printed copes.I IV dmmk...-.mvtl..A sq.N..bald the SA •Af�'PMI.7 •E •x .1�14 f • , APPROVED:HALEY ENGINEERING.INC. .LOSES RESTAURANT ® PROJECT I 12 - - CML ENGINEERING SERVICES. WATER AND HUMBER ^• IMO SE AR 515.5D. — ..5.4 II.ea1.fl 34445 3047 NORTH FEDERAL HWY (ISA) 5,94 SEWER DETAILS DATE. Tem(934) BEACH FLORIDA JOHN J. HALEY, P E o---. ,1. anon:14..P.I•O aa.noa.5.n.5 REGISTERED ENGINEER NO. 40023 ® 24-3205 13 NO. DATE REVISION BY T.B.v.C. Aaenon.v.;oa Ne.owe STATE OF FLORIDA N. c� y E 2 1 i i U HH ® O `E 12.i. B E� s tl 4111 A W; 1:''''''' ill V 1 > 4 e :''F- � 2 g 11 a, I ! g I. 6� 66 ,�` 'di 1 Ti € �� CE 11 it i i Y C S� Bj 1 ql �^[ �` a r; S P �i ii, i i 11 li t I rn h r {6pQ.�Y8 6[[ i, 11 1 y Yy} ��f 5 0 !! pY`11 t. 11 11 .1. s co i z I �� : li "•i' 5 B �� a 4i 'l+� E` l6 RA ffi ea .t°s i_ .. k r%{ .¢ib? ;tp' h h p;¢S F is Ys RRR yo$' a 11 1 9'( %�i E< 7!A e 6 1 0 S@141iiC: i "�FE 7�.0 ilii 6 i III ! U f7 a a3 rile [ e P ' i • I�1 11�t :.15 Y . ! ! `M a ii 1 �1 ho Z i i i ■ �t b 11 i ac 1 i P! Y ° 7 }_i a iY l�Y ( if 11 F 6 L[" it iEY 11 h. a N b 411 �i. !�$ '.4 Y y Q, s p L lii..i i tjtl till. s ■ ih s( 1?111Idill i,C ' e 1i S . 1 ; 1111„' ;C ' 11 8, 2: Y 4 l i a�E 'i ! l � ji ! it.d 3g 3t 9� u341:1 ir4t i iE ! 4 p5 Ai ! 3 € iI! p$pp it e r i ' ! k ip , e;11ezI$i • a i ,+ r 4; l !, A e a ¢1! � i '11.1 P e Y cLf 1 J7 Mi W $m il4Ya i 46 9 i i ` �y °� S r of 1 T' a.E �i 2 FW` 6 1y144q irY Q4 X44 ! i 1 4 !4p4D if 1 011 1:iAn w ii !4 i 1 8 4 .ill i`ll p°a-s4 hni §m -° ek YYiildii ° ! 1 ! i7% lie ti gi C g di gs a!F ° �yig97,i E ly! etv. i E e is i`ib; u d j/jtr YS44S!° et t� 3 i : di III e ! 6 ii i ��S •�l�ie ie ]y !La P.3 X�.�P�i° �,Q( r ! i ■ s / t l § i i� f i F a i,p i l III it i i I'I �!{ 1114 e� �[2 i I l "i .3 i V� 7 K gbrls pi`r i P • l Y i� sC i f i �S� 3 O i}tp i hi ill Yt fF l '' Yg'i C i l'4=9 O :,l apibiQ ii d S�y S° i.° ! i r'Ci4 Yp�;l i1 1 L4 Cl Yi!�#i!,'Y'� Y '- Olt ,l iyi �}� t • 4 aro Tl sl1 i 4 di S` 2'0 r pS kri54 . 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Flan !l 1ieaY tk !4�i4r `` Y6 r Y 1 :014 1b Y°1Iiai 1.}�! 1$a et` 11'' 4i! 1111 1paI ilEl' I 1 II !VBA I sip 1i 1 is rlyllilir iii! Ali!a4 4� x ill,ii11 ! 1 �lffiil l ids 11 Ili „I 11111 r 1 Ia1r1€6 {L ;phi':1Y.�1 i4l ,l yi!1 q��di�� 4 , -. , • • [ITS IT1FS I %MITT' SIGNATURE TrLE a o. ` u �I 0.7\` f-- x �1W4 `- - m\ PRIM NAME DATE 11_cjl;11y (0 Is 'N .•.-,20 1 * iI4W- \``` ' I Y P I: /v. ...: ti• ' ___.. _.... J9ç \ ).' v • ■ • S.�. SIGNATURE TRIE WM.SW MAL I .M.>a.0.... 1,01 --1' , \\ PRINT NAME GATE d �i I • e'x a 11, � �'\ s PV FLOR OA yy `\ PUBLIC UTILITIES SIGNATURE '-LE I RE.TWIUM i�. I/ G \ `�� + 1 T�8F `lIJ I _ \ ` \ PRINT NAME DATE 1 (FM FLRRB.O Iuwl DU � I • \ \ .. I \ , `. S.BOYNTON �,`,�, I \ \ ' 1 WATER AND SEWER: SIGNATURE TITLE all �� YAl = �l �+0. ` \\ \ `' PRINT NAME DATE Z � 6 .ppo w Y O - \\\ \ \ ` \• SIGNATURE TITLE 10-111 IMP' Ij • - -- ..,....••••72,.-= d x \ ` N w •\ \\wt PRINT NAME DATE Afiri IA 2u.eaftwANWN NW AWL,VA YAMS �ril� a 9 \ `1�-�+� � I�'' V�•"� b 1111\,___ `\ .B. /\ Ovii A\ woo..a. ....:®°NA....Ani.„a.A,or s CRON i 1 ritjtAllr.411121.$04111110160100.4 .-:7 267:7 _ _ _1E4(-1 lig . \ -", ,wlw naa.w '';'F �� ♦iff 0 .. �: ,,/�,��, A \ \�L } \kA \ ® •._WIMP M.aa.• p i e ..frAlarialygair .IL'�^J. P[:r• '1,11: V \ 0» emuPIMA r..inNuAr A.M.iartw.c 3 Arr.ri•MAWR I /'� �r _ 1 .- \ .a aRp nc nw...I v ac w... 8 ,, • _, �::....._ . ., �r II II _o \ — -.rt e t IIG--E.iIir'eiiB�r•ICILy41I�•. �llh.. A01,..1 _,�- n{y .Aw:rwe �. '• ��A�iT t \ N+ � € 12 1 I I -uaarwe r�: oY ♦ � �. .. m , `�J� a \ `4-i c e r IMPI EI1fLR1E CO!♦IECf10N. I i 1 I NO TREES NTMI$ARFA BIIf II \\\ w \+ 11EE fOHrNVOUS HEDGE TO SE NSTAUED ‘‘ % w_I L- UNE OF LOT J I ,\ \\ ,♦,,..,..x99 . / I II San MN IIfll.T ow P♦. spur(TYPICAL/ r we ctiee O I : "'�: IFUTURE CONNECTION \ \ S o ,.��,,' No TREES N THIS AREA F."1.: ". '« p_ I I I II i w r...' p a IN1r CON INJOUS NEOL : \ \\J E• n;.p: UNIT1 II ` % �' To BE INSTALLED w \ \� 770,2 des.2 I aD 11 II PHASE II ` \ \Cp '"•' ,°i° ♦ ♦ • 10-23-25 Remd per cry comment. APPROVED: SCALE PROJECT 0...a ..IN II-13-25 Re.i.d per a'r comment: HALEY ENGINEERING.INC. Nom$RESTAURANT NUMBER 13A CML ENGINEERING SERVICES. m�� L11�N OP.. L.L.N. ISEO SE.m Su*-D.eM.Beath.M.33..1 3047 NORTH FEDERAL HWY BEACH. COMPOSITE UTILITY PLAN DATE. RNA*:OVA 200-S1M BOYNTON BEAC .FLORDA JOHN J. HALEY.P E. Oa .Jx .e.p.L A IlAyBownoa..aL REGISTERED ENGINEER NO 40023 - 13 . . .NO. DATE REVISION BY . 'LOPE. NAlwnmB.n Ne.01 3 ` STATE OF FLORIDA MC TOP / .LL Agar na....l MOPS CONTROL CENTER Am.Nw 2.UNCINL R[MOrf mops PRIVATE SERIES o SUPPORT 01A s[NECT REMOTE IIT MOPS cmw ,.U9f Or[MIMIC,CAD. WtR. FON SUING•10 yV0t11f a :NrerRr• <N.xWD l —"":""....:1"41,-"-"A=.',".";;;;;=•".....1...,". J swlAEss 3-NCA rvC ur NIauTeR MANUFACTURED ODORLESS PUMP STATION .. "" °"" °'" "`°w J T:` ATLANTIC ENVIRONMENTAL SYSTEMS INC. y.[py P°�'°`,,,`°M In II r r> . 55OMEN•NCf CCM., CONNECTOR „AAA. r ARNIRNr M r�u MIN uo�.mnfs n Trr nrFd%MN. ,ss', ' ' ALPO. ( 3 LAKE WORTH.FL 33461 wrW'isM"0i.*ma r.'Nuri"" 0 /7 1(0'� suPPORr 10 1_: ::t INE WISP , PH (561)s.7-9090 FAX (SOT)sn-3999 •2000 emost� DETAIL C 11 I� �,: 01 : :N MOPS PUMP STATION SCHEDULE / MQ I _ (w.NND n NUN, sr.WE 3 nun ann. TunDNER MOPS SERIES ITEM DESCRIPTION B B R, :NRB® =.1=.N w n coN••N.) IM CAPS C� IIIA S(t OCTAL C 71 STAR[ INITIAL KS.FLOW(e.r.Y.) 3] 100 YEAR FLOOD ELEVATION 9.00' Y:1 k/ - M,rN.m 100000 POMP wrn. .is ' 1! I �Yc cI scum= .. INITIAL DESIGN HEAD(T O.N.) e1 25 YEAR FLOOD CU0*000 0,50' cOTI T.A.Mxs L (TFE xOR M) ..-.141.1.E.11 I�rr' MILD RR SECONDARY DESIGN FLOW(O.I.Y.} Se • GRADE ELEVATION 9.00' br III!! 101111001E aoworc aoD � n.a+ monomers mum NM(T D.x.} .a a 1a[LLVATKN Or YET wcu 9.00' sr mccrooN 0.1.11 (A tentroont.nnnaan ET 1111 ®I OR P..W ..001.04 '• NO[M) �.1.� ;II; ®®O ax 9EE[Eixl 0 RNID COMUT ,I,I SE[ 4 - UfUCCI.t[ RATED PERFORMANCE 0( N50 RPY C BOTTOM ELEVATION Wf RO YELL TOO sot M+Io.O SCM1B9[R RATED MOTOR xg15[POwCR 4.0 0 ALL PUMPS Orr[LLV•ION . ' ——— ...It CMIRIDQ SUBYERSBU PUMP TYPE(P-1J-2) ORINOER [ LW)POMP w FUVAfIw / A - ':-, 00011 PIMP*00(1 NUg(0 NOBS F GG PUMP ON ELEVATION _ --- 47. �a•S.mWN.a RNNA I/.�I:i• I i;.• =I'.'■•.I S[RVN[ENTRANCE VOLTAGE 350 G HIGH•CRM 1(0 00 N 2.00' DETAIL AsERrNf[xlAxc[Px•sEx INSOC DMLPETIR Of YET-PICU .e• ®©� ❑ 4at uP• nunnnN No mn / CONillpl CENTER Tull 10A0•Y13LI OUTSIDE 00*EISA[W URI-110•T•T00 MNGM• r�• '(>y Y11110 1-u=1 - MOPS ODOR/GAS SCRUBBER NINA 3q vuNlm STEEL M s 1.•[uY cusx:RV a 000/(0} •1"0" i il.n.n�ii=u=n:n� -g-n=,1=I I I I�=' W! Aorta 95001S[CI sWrcaF,RATED AMPS (OKRETE BALLAST(ED 000) �=`_n1...1=11=11.11..e .,rB l-n-n-'_ I �I�1�1'- + Toro sE uslD.3G r°n.M4 N II_11 TOMO SEM•OE 045[0.en.AYD NET MLL SCOURER SYSTEM /A K INVENT Pp[MAMETEII e• II p 'ISL , •. _._. TO STATICS Orr[NTNF ODORS such AP REMOTE MOON YONIT05(MDR NO W/SA I FORCE WIN moan* 2• 4▪7-3 NWT I - ;17,.:77.f...'"' »`IAA Sal i�; B [pB, SN.rars.PED Y[•u"0.c RN R Ixan PM w,Vu. ' ODOR/CAN N R°`R S. SCRUM DTII S A MECUM. REMOTES GENERATOR 110 SYa1EY M/1 Y PbYYY INVERT[ItVATOM 2.93 L.r TO WATER S PLY roR FR.w[t-HELL CLL<VG ONs•1r NCIDD 0 0 N SECONDARY*MIT E LVAT Ox N/A —a.. • N.Y,ANNn.•rNRtOp PhSTRAPPED TO POP MAP.SUNRT•L3. co O NH s...INN 7.NA. ' cwTRa r.Nu s. scRUMCR uNrt<A"....off..MwNr[n MOPS EQUIPMENT IDENTIFICATION QTY MODEL DESIGNATION n0410 WET-RLL De TOP NMI .0 MOPS PUMP STATION 1 822-48120-B-4,0 or QOM `x';otGOMM 410..,1.. CONTROL CENTER ASSEMBLY AND INSTALLATION Nr5 ` 'rODn'•'S"'"' MOPS VALVE BOX ASSEMBLY(VBA) 1 VBA-22 ,- • ....▪ .A Inn+M N. MOPS ODOR/GAS SCRUBBER(DOS) I 063-B »0..x.,'r RMOPS R P.1.ASSEMBLY 1 75 K o■ >r3�mmmoo2[mmmona OAS Al C0"Dun5- wT TrNT 10 [MuuNCY MOPS CONTROL CENTER I PSC-221-4.0-1 _ ®��Be�a 14444RPARR ITN 0rEl VAT.OA.0 WPM.... 'roma sen • T�• 'V - MACK aacaNNFc AND C. w.. rt MOPS DISCONNECT SWITCH 1 EDS-BO-1-2-PS 1i E""r'V•'LF'�INo wNP I PIPE COU s° 0410E(1YP.1 MOPS CONTROL CENTER MOUNTING ASSEMBLY 1 CCMA-32AL = iF 11.-II.(u �'N Pa iP S K - 1.1,v MOPS WET WELL SCOURER SYSTEM 0 N/A MOPS REMOTE STATION MONITOR I PROVIDED WITH SERVICE AGREEMENT C TOOT NW*..Iv'4140 w1n � .ssc ESS ITT4 WW1 auNLEa mn "I"""'f°'O"' 11.11.!....� 1st YEAR SERVICE/MAINTENANCE CONTRACT 1 LEVEL I WITH REMOTE MONITOR CE IA) "M) ■�■■ EC:1M�i MOPS ON-SITE GENERATOR SYSTEM 0 N/A C ESI• \T R _ e - ,•�R _ /�� MOPS FIELD SERVICE WORK I CONTROL INSTALLATION&START-UP HUB AND INVERT LOCATION8 L11.■_•■i...i.III.i11.1 4 `:.':n' - �_IE _ 1 I MOPS PUMP STATION COMPLIANCE NOTES: L` ITEMS CLOCK -i�<._-� 1 LL MO.. POSITION L- �� B tI/Aa' THIS PUMP STATION DESIGN COYPUES WITH THE FOLLOWING REQUIRED STANDARDS "MOWS +] 'I�+■ . • STATE OF FLORIDAINISTADMINISTRATIVE CODEN(F. PROTECTION-64 STANDARDS L. I' _ xDD FLORIDA ADMINISTRATM CODE(F ):63-640.400-COLLECTION AND LOCATIONS SYSTEMS Z C 4 PyMY rN1 wR0 • NATIONAL ELECTRIC CODE(NEC)CLASS I.DIVISION 1,GROUP D-HAZARDOUS LOCATIONS Z ri.w[-HL + at[n ONO �a P.rD•DTZ - "TND.0000- PAO LOC`FOCI • UNDERWRITER'S LABORATORIES(U L.)508A-MOTOR CONTROL CENTERS AND U L.696A-INTRINSICALLY SAFE — F 'O WON.. ��-� 0310 o.Onc CAA. CONTROL CENTERS 4 4• \T♦ OHM 0/0 NNP t TAS(0 (1 .1"T VALVE(TM) • RECOMMENDED STANDARDS FOR WASTEWATER FACILITIES(2014 EDITION). Z 0 4 +' A.121,901\\■ IDUROM Or DM-rMNT New FASTENER RMP./ I ,LSC'.':•. 89 some AMD. 1200 PUMP STATION VALVE BOK ASSEMBLY a Z a 1. PUMPS ARE RATED BY FACTORY MUTUAL FOR CLASS 1,DIVISION 1,GROUP D ATMOSPHERES AS REQUIRED O.' 2 I- TOP VIEW S BY NEC. = W 0.0.5. 2. THE CONTROL CENTER INCORPORATES INTRINSICALLY SAFE RELAYS AND IS USTED TO UL 698A a W INTRINSICALLY SAFE FOR CLASS 1,DIVISION 1 ATMOSPHERES. I- Z = ..',...,,,,,,•:-.1:];....,,i. 3 THE CONDUIT PROVIDED,ALONG WITH CONDUIT GAS-SEAL-OFFS,ARE RATED FOR CLASS 1,DIVISION 1 (n 0— I- \ , STATION �aE PROOF SlOW 0010 LOCATIONS. W 6 \ Mumma OCT.D<TAa• us-r.c.T In MCLS•N New me AT ow 4. THE WASTEWATER PUMPS AND THE CONTROL CENTER INCORPORATE A MECHANICAL SEAL FAILURE DETECTION C!' Z • 7 ODw/CAS TED 50A NW.Y') 300 F.'s TED AND NOTIFICATION SYSTEM, W 4 NOrG ACHl4 AMINO UFT TO K LOC•rtD err TO 5 THE CONTROL CENTER INCLUDES EITHER A REMOTE TELEMETRY UNIT(RTU)ORA SELF-CHARGING,BACK-UP Vl V maw MON um-FLOATATION MND ',Y CONTROL P.O.(RAISED TO OWN R. r ] 5 y O 1 T MAK MAUL IN MOPE `rm..LIFv.TNN) MACAO N. wk. ALARM SYSTEM TO OPERATE ON POWER FAILURE. Nr010001 6 CG.ON rA~ACTION 6. THE PUMP STATION INCORPORATES AN ODORLESS DESIGN WITH A SCRUBBER SYSTEM TO CONTROL TOXIC W W C 3-NIM MAR.LOS TO NY I lw.CANE 00D s DOME eu.1 RM GASES AND ODORS FOR COHPUANCE TO F.A.C.62-604.400. (n J cc_ SC U00 w TOE 0141,0"'1°0014'O[NINODLouRO OCNNrY n"AMNrO T-IBD. NApM rli.s.wn.) (M.3.NAR) AetNrtttlyul • 7 INE BOTTOM OF TME TOP RIY ELEVATIONNNI OF PUMP STATION MUST BC LOCATED AT A NIONCR SITE CIVIL 50 a cc Al TA!uCCN reL rAXE 111 Se.ODL [ Can•R....R EURen[rut I ! R ` STANE.srttl THAN THE 2S YEAR FLOOD THE LASTED 25 YEAR FLOOD ELEVATION PROVIDED BY 7 = 4- '.vIPR Ab CONTROL PAr(L LOC,•TOxT MAC, Cx•NG[. NOl r0 wX•R.[TwELL DVRIND I %�� INyM c ARAtDw. 1 Tr I i.'NIN _ ENGINEER. o� -6■IT�� 8 THE BOTTOM ELEVATION OF THE MOPS CONTROL CENTER MUST BE LOCATED AT A HIGHER ELEVATION THAN ' • c \ E T 0 x + , II-B-II-II-I II II II II 11 11 _ THE 100 YEAR FLOOD ELEVATION.THE USTED 100 YEAR FLOOD ELEVATION PROVIDED BY THE SITE CIVIL A „,._ o \;leI=1 � 'Ff =11=11=11.411=11=18 - ENGINEER L 11 R. 11a=u11u li;1 i ' 'I; it li II■.• - MOPS ENGINEERING NOTES: q /.It. I III� � ■ sn=nsn=u /IBS■■�■i■I�I��]�■B, F I "-II IIFII- II II II II II II=, IRI M.THE HORSEPOWER SHOWN ON 111E SCHEDULE IS A MINIMUM HORSEPOWER REQUIREMENT BASED ON THE . IMLV<M1 11-111111 ii1, `/.nSTATION'S DESIGN CRITERIA AND TNC REQUIRE TORQUE.(LOWER RATED HORSEPOWER EQUIPMENT WILL NOT BE cR.lx 1111M1111 - ACCEPTABLE.) CO.HOw IN LINE BB.THESEER non LEV ARE NOT SUPPLIED BY A.E.S.WITH THE POPS STATION. ( M, L. NEW CC INVERT ELEVATIONS BASED ON INSIDE BOTTOM OF PIPE. t\ rx L.T 01 CAECA YAM DD.THE MOM CONTROL ASSEMBLY CONSISTS Of THE FOLLOWING.CONTROL CENTER DISCONNECT SWTECH, MOUNTING MS WM,.i NEI PIPE SVrr°0T ASSEMBLY,ELECTRICAL CONDUITS,AND SEAL-OFF.THESE ITEMS MUST BE SUPPLIED AND INSTALLED Br THE •RACHET OW* cvLTEO Mnw MOOS POMP STATION MAD DC C RFT TO VAIIOATF MOPS WARRANTY PROGRAM. II-_�„ 1:,.... 1) i. N['DINT" x.t-MCN DRAM ( (.LOU M3 EE FOR STATIONS IN MIAMI-DADE COUNTY,THE MOPS PUMP STATION IS SUPPED WITH A RAYANTRA REMOTE LO a LRT Of Urs ' J.,) IncRaAss 1°PN(O BY ODORS TELEMETRY MONITORING UNIT AND A.E S.MAINTENANCE SERVICE.THE R T U.ALLOWS TOR MONITORING OF LAG all, WRWL 1'�� , ( R YI ALARM.NIGH ALARM.AND POWER FAILURE PER CHAPTER 24.42.2(5) THE R T.0 IS EQUIPPED WITH A BATTERY M O. �'t; 1,., 0n[NAIOE P0x0 t'TORE[ANN Rlru NCR M) BACK UP AND IS INSTALLED ABOVE THE 100 YEAR FLOOD ELEVATION C MATERIALS MATERIALS �L - DUNK DnmNINCI. SU TO 00inRM[D CV 11D.T COIma ' a�l�'� MONNI 41. ' LINT Or An TU....IL MOS THE MOPS WASTEWATER PUMP STATION DESIGN AND EOUIPMENTWISHOWN ON THIS DRAWING HAS RA Qtr 0001lIMM [101 Ott, OO M.0011 swrtatT w/ Two-nECF BEEN REVIEWED,PERMITTED,AND CERTIFIED AS COMPLYING WITH ALL THE STATE OF FLORIDA • I s/4••se ILL MMI[ I 3.••PP.•AtRFEaM rN0olru 1MCRNLL Rlwi a3aAROE'000. / ' D.EP AND LOCAL REQUIREMENTS.ANT SUBSTITUTIONORFROM THIS DESIGN MAY REQUIRE IEW PERMITS, • + 3/4•RS.or cum • 1 3/4••3•Re.NIPPLE CONCem ALLAH(OMR NOTE M) y _3 APPLICATION FEES,AND ENGINEERING SERVICES FOR RE-CERTIFICATION AND DESIGN REVIEW. €2 A 3 Germ mea•.................RIMY I 3/4..3/0 S.T.Ere [ r�, I AR ;DEAR(M PEOVKD).S[[IRM Y w SCMWU .N D S StWrwf meow CAN M CONT [ 4/4•MOMS[NDf[Y• • :1 SLOPE PER...ML3T tie Tee 1ibn+r�IYir ` [ 3 s/.•s.s.PTF MI I I s/4•r cuw MAMA ___ P.E.CERTIFICATIONI ifi/.CMiNI . I*I•••••••••.11.•••••• r inen w. TEN \ 0• (040"00.0. DETAIL B NOTE: m .cwt.eT IOWA.e•9E1 SOLD (1 was um-mAT"^°"°° w S Bonnie McLeod,P.E.,LIE N 70797 V.P. of Engineering ). M�.w _ x VALI CIRCULAR`((0 ITLY Y w SCHEMA FOR N.A. Atlantic EnVMOnmental Systems, Inc.,Certificate R 2639% ...0r.wr0. Aro A wxW WD nNluri SEW.DOM FLwO[xOD H[[(D[rtMIN[5•4411 GLCWTOwS)) �\ Sr.[N �w.Y.NM.rI / °i R.P.Z. BACKFLOW PREVENTER ASSEMBLY DETAIL m ADD.AND OncwPOE MOM. 2244 4th Ave. North,Lake Worth,Florida 33461 ,S.,1wo� .« '"" •-'"c"D"•`"' SECTION VIEW Ph1 361-317-8080 FON.561-547-3999 ''',. L t• SUPPLSO BY 014115 ^L w°T R, U.S.0 AND A.S.S.E.APPROVED NTS. ,N J L 1 1 ' OA • ....0.1i .i 14 ... _----- AREA OF WORK '..05... 02 , \ ..........0 3 " I ' \ ..c. 0 3 a- II AIIII A .072 ° ENGINEER OF RECORD 02 Ue SE __ )r HOUSE - ..."' ... - I Ailli 1 ft ':'...."*.- I" .....'o.1 01 el 11011 ill ...,15- ra, un fil ,.. ,. , as , '1, 43\ 11 l,„.._9 , iii 1 „„. sA 3 1,0 0 ..033 3.0 0.0.,, Z 5 9r", II ..‘, 2. .,L 4 ke, 4.\ 391 3 1 3 3 43 4.7 10 I. 0.1 _ _ .....,, , - . 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It I, 1 SA rod• ' s'r &a 6011 .:1 ISSUE FOR PER/AT _, 1 / 'IF 120 03SEAL I • I 49 0. I IHI I , k7 ' _i- _TE-i --sr-irr--=.3=sar .. ___Jc_________________"!_______ ASPHALT PAVING- --, N.FEDERAL HIGHWY E.T.:i:-Y-.71'..:7:•7-:=•:-:::*---:: \ \ NO11H BOUND LANE •ORIN 02Z 16. 8.33 , ‘.- LUMINAIRE SCHEDULE AllinVIININIIIIMINIANOND MN=18111180.11 laps*•••••••• - I Symtel Oty i Label Atrangernent Den0050a ,MOUNT!LLF Luminaire Luntraim Total Lantos Watts Watts ... ---- 4.•••... an....a..• earn. RN... ";r:17ara .."". = 01.0111.11•111P•M MO MN MACON .7 _i SA eran:es Xtra Light VNTS-150001.-40K-DIM-4M-N-XX-XX-HSS 20' 0.900 10386 109 Xtra Light VNTS-150001-40K-DIM-5S-N-)0(-XX 20' .0.900 15887 -109 654 109 „ „...„,,„ ..... 0....1. POO 00111.WM.* 1•111,111111.4.111.01.169 2/fal COMM WM .111011140 MAMMY WI MAN %Wall... tS0 000.0l0 WV//0/. .0. ON 011110 . . ' go.intscrd comcnou I ...........,“ A•NNW (a CALCULATION SUMMARY •••••••••41.M..........••••• SHEET TITLE 1 Label CaleTtse Units Avg I Max Min Avg/Min I MixAlln .......,„„..,„„.,,,...........,,.. ..... ,„....................„„.............„.„.. Padding Lc4 ,Regarty Una Illureanne• Fe 296 5 i .8 Illuminance Fe 0.08 1 03 Oh 592 11 0.0 NA .J 1,1A." ,..,......v....., ••••••••••••••=01•11•1•Mer••••• 611E PLAN PHOTOMETRIC SITE PLAN PHOTOMETRC IRAN:low•vIr ES-100 CC•T1558E112003.•• •••••=neramem••••••....................••••••••awa noweammmANAw...........momn....././..wee ow ma..........s.mremme.mmr...•••ana..•••••••••••••••mouww•meranmemummnamormesmeemanw.s.......emmonnewes......a••••maNN.m..................••••anowmaINsa•Am•omm.m........../e•A ....A................................ ..__ . ar.....----.......... 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I 11101101111110011111100111111011011110 0111111000000: i ( . . . • i ' 1 i 11111911 E i i l i i 111,I I I I i 11 1 BBOBBBOBBBOOBOBBBBOBOBOBBBOBOOBOBB= LI6iillfitt:;!ft/!ilii<..If 1111111111111111B11111111111111111111111111111111111111111111IS 5 i t E 6 i t 11111111111111 ion i , . . ; , g i t i;g i J,i i i i f i l i i i i i i e IiAM0MMEEMBER9a a F I m d l 3 11 i1, iti ti; 11 . / designONE Ar ` 1 0 g -i f71 ilf 1 1 5 1 . . til .1. 1710 Sw STN ST SUITE 7500 uN4l FLORDA55f00 f/ NAOME CORAL.FLORDA 77000 1 i iii 3047 N FEDERAL HIGHWAY 8OYNTON BEACH.FL EXHIBIT "D" Conditions of Approval Project Name: Josie's Restaurant, New Major Site Plan Case number: NWSP-2025.05.3470 Reference: (Tabled) January 20, 2026, Commission Meeting February 3, 2026, Commission Meeting DEPARTMENTS INCLUDE REJECT ENGINEERING / PUBLIC WORKS / UTILITIES Utilities: 1. To establish comprehensive water main looping, one of the proposed water main branches shall connect to the existing 8-inch X water main located on the west side of N. Federal Hwy. This comment must be addressed during the CSIT submittal. Engineering: 2. At the time the Engineer of Record submits plans for a Land Development Permit (LDP), an in-depth review will take place. The plans shall comply with all Land Development Regulations, X the Engineering Design Handbook and Construction Standards (EDHCS), and all other applicable standards and requirements set forth by the city or other public entities with jurisdiction. 3. Permits required from other permitting agencies, such as the Florida Department of Transportation (FDOT), South Florida Water Management District (SFWMD), Lake Worth drainage District (LWDD), Florida Department of Environmental Protection (FDEP), Palm Beach County Health Department (PBCHD), Palm X Beach County Engineering Department (PBCED), Palm Beach County Department of Environmental Resource Management (PBCDERM), and any others, shall be required prior to issuance of a Land Development Permit. 4. Full drainage plans, including drainage calculations, in accordance with the 2010 LDR, Chapter 4, Article VIII, Section 3.G., will be X required at the time of permitting. 5. All traffic signing and pavement marking shall comply with the U.S. Department of Transportation Federal Highway Administration X Manual on Uniform Traffic Control Devices. 6. All catch basin and manhole covers shall be bicycle-proof per the 2010 LDR, Chapter 4, Article VIII, Section 3. G.b. and Engineering X Design Manual Chapter 5, Paragraph D.1.b. 7. Prior to permit application, contact the Public Works Department (561-742-6200) regarding the removal of refuse during the X construction phase per the CODE, Section 10-26(a). Josie's Restaurant, New Major Site Plan (NWSP-2025.05.3470) Conditions of Approval Page 2 of 4 DEPARTMENTS INCLUDE REJECT 8. Prior to the issuance of any permits, an addressing plan in accordance with 2010 LDR Ch. 4, Art. VIII. Sec.3.C.e. shall be X submitted for approval. 9. In accordance with the 2010 LDR Ch. 4. Art. VIII. Sec. 3. B, utilities, including but not limited to power and light, telephone, telegraph, water, sewer, cable television, wiring to streetlights, and gas, shall be installed underground in accordance with the current Engineering Design Handbook and Construction Standards. Easements shall be coordinated with requesting utility authorities and shall be provided as prescribed by these Regulations for the X installation of underground utilities or relocating existing facilities in conformance with the respective utility authority's rules and regulations. The developer shall make the necessary cost and other arrangements for such underground installations with each person, firm, or corporation furnishing utility service involved. Utilities shall be constructed in easements as prescribed by these Regulations. 10. Provide a Composite Utility Plan signed by a representative of each utility provider attesting to the fact that services (water, sewer, drainage, gas, power, telephone, and cable) can be accommodated as shown on the composite Utility Plan. The Composite Utility Plan shall ensure that physical features do not X conflict with each other and existing or proposed utility services. The Composite Utility Plan was provided with signatures from all utility companies except for AT&T. At the time of LDP submission, the Composite Utility Plan must be signed by a representative from all utility providers. 11. Island at the driveway entrance to have mountable curbs to X improve truck access to the site. 12. Dead-end signs to be mounted on breakaway posts at both drive aisles that dead-end adjacent to the property to the south. This will be acceptable as a temporary measure before future development occurs. Should a Land Development Permit not be submitted within X 2 years of this approval for the parcel to the south, or a Certificate of Occupancy not be issued within 3 years of this approval for the parcel to the south, the developer/property owner will be required to install concrete curbing at these locations. PLANNING AND ZONING Comments: Josie's Restaurant, New Major Site Plan (NWSP-2025.05.3470) Conditions of Approval Page 3 of 4 DEPARTMENTS INCLUDE REJECT 13. Prior to issuance of any building permits, the applicant shall obtain approval and recordation of a Replat creating separate legal X parcels for the proposed restaurant site and the remaining vacant portion of the property, consistent with the approved plans. 14. The previously recorded Unity of Title shall be formally released and recorded in the Official Records of Palm Beach County prior to X recordation of the replat. 15. Issuance of building permit shall be contingent upon final approval and adoption of the companion Future Land Use Map Amendment X (FLUM-2025.05.3470), Rezoning (REZN-2025.05.3470) applications, and Release of Unity of Title (REUT-2025.11.7257) 16. Landscaping and buffering shall be installed in accordance with the approved landscape plans and Urban Commercial Overlay District X standards prior to issuance of a Certificate of Occupancy. 17. Please be aware that all proposed signage requires a Sign Permit prior to installation. All signs must be designed to follow the X Boynton Beach Promenade Master Sign Program and City Code Part III, Chapter 4, Article IV, Sign Standards. 18. Pursuant to City Land Development Regulations (LDR) Park III, Chapter 4, Article XIV, the applicant is required to participate in the X Art in Public Places program. 19. At such time as the properties adjacent to the restaurant parcel are developed or redeveloped and brought into compliance with the Pedestrian Zone requirements, the restaurant parcel shall also be X required to bring its frontage along N Federal Highway into compliance with the Pedestrian Zone standards to ensure a consistent streetscape. 20. The parcel designated for future development at the south shall be maintained in a stabilized condition at all times. The parcel shall be sodded with drought-tolerant grass or Florida-friendly landscape materials and irrigated within thirty(30)days following any clearing, grubbing, grading, excavation, or filling activity, or prior to the issuance of the Certificate of Occupancy for the restaurant building, whichever occurs first, unless construction for the future X development has commenced. All stabilization shall comply with City Code Part III, Chapter 4, Article I, Section 4.E. Where additional site work is ongoing, appropriate erosion and sediment control measures shall be immediately implemented. Josie's Restaurant, New Major Site Plan (NWSP-2025.05.3470) Conditions of Approval Page 4 of 4 DEPARTMENTS INCLUDE REJECT POLICE 21. The applicant must arrange the restaurant and outdoor dining areas to provide clear sightlines to parking areas, entrances, and X sidewalks. 22. The applicant must install bright,well-placed LED lighting in parking X lots, walkways, and entrances to eliminate dark spots. 23. The applicant must maintain landscaping with shrubs under 3 feet X and thin tree canopies above 6 feet to preserve visibility. 24. The applicant must install a security camera system covering parking areas, building entrances and exits, and dumpster/service X areas. 25. The applicant must display visible signage indicating that video X surveillance is in use to deter potential criminal activity. 26. Security measures at the construction site should include a fenced X staging area to store equipment and park machinery. FIRE 27. The building(s) must be equipped with a fire sprinkler and fire X alarm system. NFPA 101- 12.3.5.1,12.3.4.