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R-2026-038 SP-038-03 MOD4 BMA
RESOLUTION NO. 2026-038 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA, APPROVED THE FOLLOWING REQUESTS FOR A SITE PLAN MODIFICATION (SP-038-03MOD4) AND TWO VARIANCES (VA-92- 23 & VA-94-23), AS SUBMITTED BY APPLICANT, MAIMONIDES SHALOM ACADEMY INC., FOR THE PROPERTY LOCATED AT 5300 SW 40 AVENUE, WITHIN THE CITY OF DANIA BEACH, FLORIDA; PROVIDING FOR CONFLICTS; FURTHER, PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the City of Dania Beach’s Code of Ordinances, Chapter 28, entitled “Land Development Code” (“LDC”), Part 6, entitled “Development Review Procedures and Requirements,” at Article 635, entitled “Site Plans” of Section 635-80, provides that site plan modifications or deviations are required prior to commencement of construction; and WHEREAS, Maimonides Shalom Academy Inc. (“Applicant”) is requesting site plan modification (SP-038-03MOD4) approval to permit an expanded parking aisle and new northern (side) wall for the private school on the property located at 5300 SW 40th Avenue on the property legally described in Exhibit “A”, a copy of which is made a part of and incorporated into this Resolution by this reference; and; WHEREAS, the Applicant is requesting site plan modification (SP-038-03MOD4) approval for the expansion of the parking lot to add 36 additional parking spaces for a total of 53 stalls as referenced in Exhibit "B", a copy of which is made a part of and incorporated into this Resolution by this reference; and WHEREAS, Chapter 28, Part 6 of the LDC, Article 625, entitled "Variances," Section 625- 40 states that the City Commission may grant a variance based on its determination that the petitioner has demonstrated that the necessary criteria identified in the LDC have been satisfied; and WHEREAS, the Applicant has requested a Variance (VA-92-23) to provide a 36 single loaded parking aisle for a total of 53 parking spaces without a three-point turnaround, where Section 265-110(c)(7) of the LDC requires a double-loaded dead-end parking aisles are prohibited except where a double-loaded dead-end aisle serves fewer than twenty-one (21) parking spaces and turnaround area is provided; and, 2 RESOLUTION #2026-038 WHEREAS, the Applicant has requested a Variance (VA-94-23) to install an eight-foot (8’) masonry wall along the length of the side (northern) yard of the Property, along the northern property line, where Section 235-30(B) allows a maximum of six-foot (6’) high on side yards. WHEREAS, the requested variance is consistent with, and in furtherance of, the goals, objectives, and policies of the adopted Comprehensive Plan, as amended from time to time, and all other similar plans adopted by the city; and WHEREAS, the Applicant has provided sufficient justification demonstrating compliance with the approval criteria to meet the requirements of the Code; and WHEREAS, the City’s Staff Report analyzes the applicant’s request based on the criteria and supports the Applicant’s request, and is incorporated by reference herein as the City’s findings; and WHEREAS, the City Commission conducted a duly noticed public hearing in accordance with Chapter 28, Part 6 of the LDC, Article 610, entitled “Public Hearing Notices”; and WHEREAS, the City Commission finds that the approval of the proposed site plan modification (SP-038-03MOD4) and two (2) variances (VA-92-23 & VA-94-23) will protect the public health, safety, and welfare of the residents of the City, and further the purpose, goals, objectives and policies of the Comprehensive Plan. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA: Section 1. That the above “Whereas” clauses are ratified and confirmed, and they are made a part of and incorporated into this Resolution by this reference. Section 2. That the City’s staff report is ratified and confirmed as being true and correct and is made a specific part of the Resolution as a finding of fact. Section 3. That pursuant to Chapter 28 LDC, Part 6 “Development Review Procedures and Requirements,” Article 635 “Site Plan,” the following Site Plan Modification (SP-038- 03MOD4), attached as Exhibit “B”, a copy of which is made a part of and incorporated into this Resolution by this reference, is approved. Section 4. That pursuant to Chapter 28, "Land Development Code", Part 6 “Development Review Procedures and Requirements," Article 625 "Variances, the Variance applications (VA-92-23 & VA-94-23) are approved as consistent with the Site Plan provided in Exhibit "B". 3 RESOLUTION #2026-038 Section 5. That pursuant to Chapter 28, entitled “Land Development Regulations”, Part 6, entitled “Development Review Procedures and Requirements”, the site plan modification and variances (SP-038-03MOD4, VA-92-23 & VA-94-23) are approved with the following conditions of approval: 1. Additional comments may apply and will need to be addressed prior to the issuance of permitting approval.(Engineering) 2. Structural review and approval of the proposed wall is required at the time of permitting. (Engineering) 3. Provide the Broward County Traffic No Objection letter for the proposed wall in the existing Utility Easement. (Engineering) 4. A Broward County Stormwater Management License Modification is required for the proposed improvements and shall be submitted at the time of site permitting. (Engineering) 5. All other outside agency approvals are required at the time of site permitting. (Engineering) 6. All pavement markings shall be alkyd-based thermoplastic and fully retro- reflectorized, per BCTED specifications, except for stall striping. (Engineering) 7. STORMWATER PLAN: Per the Dania Beach Code of Ordinances, Chapter 27, Section 27-227, “a stormwater management plan shall be submitted to the city for all projects that add impervious area or modify pervious area, whether or not city commission approval is required.” Please provide a stormwater management plan for engineering review and comment. Please include provisions that exceed minimum requirements. (Planning). 8. Per Code Sec.8-7 Commercial properties under construction are required to provide security to fencing with screening showing project rendering covering at least 75% of the length of the fence along an arterial or state right-of-way & 25% for local roads and must include name and intended use of the project, project rendering, project website address, and owner or agent, the telephone number for the owner or agent, and the name and an emergency contact telephone number of the general contractor. Provide screen details with the next submittal. The City Commission must approve the use of the City Logo. (Planning). 9. For all projects resulting in the buildout of the site, construction staging cannot occur on-site; must obtain Staging Plan approval by the Community Development Director prior to issuance of a building permit. The Staging Plan must include, but is not limited to, the location of equipment and materials during construction. (Planning). Section 6. That pursuant to LDC Section 635-100 “Expiration of Site Plans”, the site plan modification (SP-038-03MOD4) and variances VA-92-23 & VA-94-23) shall automatically expire and become null and void unless the Applicant files a complete building permit application with construction drawings for the improvements shown on the site plan, within eighteen (18) months from the date of this Resolution. 4 RESOLUTION #2026-038 Section 7. That the issuance of a development permit by a municipality does not in any way create any right on the part of an Applicant to obtain a permit from a state or federal agency, and does not create any liability on the part of the municipality for issuance of the permit if the Applicant fails to obtain requisite approvals or does not fulfill the obligations imposed by a state or federal agency, or undertakes actions that result in a violation of state or federal law. Section 8. That all resolutions or parts of resolutions in conflict with this Resolution are repealed to the extent of such conflict. Section 9. That this Resolution shall be effective 10 days after passage. PASSED AND ADOPTED on March 24, 2026. Motion by Commissioner Ryan, second by Commissioner Lewellen. FINAL VOTE ON ADOPTION: Unanimous X Yes No Commissioner Lori Lewellen ____ ____ Commissioner Luis Rimoli ____ ____ Commissioner Archibald J. Ryan IV ____ ____ Vice Mayor Marco Salvino ____ ____ Mayor Joyce L. Davis ____ ____ ATTEST: ELORA RIERA, MMC JOYCE L. DAVIS CITY CLERK MAYOR APPROVED AS TO FORM AND CORRECTNESS: EVE A. BOUTSIS CITY ATTORNEY 5 RESOLUTION #2026-038 EXHIBIT “A” LEGAL DESCRIPTION A PORTION OF TRACTS 11 AND, 12, BLOCK 2, SECTION 31, TOWNSHIP 50 SOUTH, RANGE 42 EAST, OF THE “PLAT OF SEC’S. 28, 29, 31, AND 32”, AS RECORDED IN THE PLAT BOOK 2, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, AND ALL OF TRACT “A”, MAIMONIDES DAY SCHOOL CAMPUS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 160, PAGE 45, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF TRACT “A”, MAIMONIDES DAY SCHOOL CAMPUS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 160, PAGE 45, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA; THENCE NORTH 07o36’37” EAST, ALONG THE WEST LINE OF SAID TRACT “A” AND THE NORTHERLY PROJECTION THEREOF, AND ALONG THE EAST RIGHT-OF-WAY OF S.W. 40th AVENUE, A DISTANCE OF 453.57 FEET; THENCE NORTH 88o26’05” EAST, A DISTANCE OF 653.22 FEET; THENCE SOUTH 06o10’33” WEST, A DISTANCE OF 451.88 FEET TO THE SOUTHEAST CORNER OF SAID TRACT “A”, MAIMONIDES DAY SCHOOL CAMPUS; THENCE SOUTH 88o26’05” WEST, ALONG SAID SOUTH LINE OF SAID TRACT “A”, A DISTANCE OF 664.68 FEET TO THE SOUTHWEST CORNER OF TRACT “A”, AND THE POINT OF BEGINNING OF THIS DESCRIPTION. SAID LANDS SITUATE, LYING, AND BEING IN THE CITY OF DANIA BEACH, BROWARD COUNTY, FLORIDA AND CONTAINING 295,056.00 SQUARE FEET OR 6.7736 ACRES MORE OR LESS. MAIMONIDES DAY SCHOOL - PARKING LOT PLANS 5300 SW 40TH AVENUE DANIA BEACH, FLORIDA CIVIL ENGINEERING PLANS This document has been digitally signed and sealed by Neil E. Sander, P.E. On the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. GGB EngineeringGGB DN: C=US, E=nsander@indepeng.com, CN=NES verified Reason: I am approving this document Date: 2025.12.17 16:47:31-05'00' DA N I A B E A C H F L O R I D A MA I M O N I D E S - S H A L O M A C A D E M Y BR A U S E R M A I M O N I D E S A C A D E M Y 53 0 0 S W 4 0 t h A V E N U E FO R T L A U D E R D A L E , F L 3 3 3 1 4 RE V DA T E D E S C R I P T I O N B Y DATE: SCALE: DESIGNED BY: DRAWN BY: PROJECT No. SHEET GG B E n g i n e e r i n g GGB FA X : ( 9 5 4 ) 9 8 6 - 6 6 5 5 PH O N E : ( 9 5 4 ) 9 8 6 - 9 8 9 9 269 9 S T I R L I N G R O A D , S U I T E C - 2 0 2 FO R T L A U D E R D A L E , F L O R I D A 3 3 3 1 2 CIV I L A N D F O R E N S I C E N G I N E E R S L A N D P L A N N E R S CO N S T R U C T I O N M A N A G E R S FL O R I D A R E G I S T R A T I O N N o . 3 4 5 1 6 AN I N D E P E N D E N C E E N G I N E E R I N G C O M P A N Y PR O J E C T : TA S K : CL I E N T : P: \ 2 0 1 9 \ 1 9 - 1 1 2 9 \ P A R K I N G L O T \ 1 9 1 1 2 9 _ N - R I C A R D O G A R C I A - 2 0 2 5 - 1 2 - 1 7 19-1129 B.J.R. 06/2025 A.R. 53 0 0 S W 4 0 T H A V E N U E PR O P O S E D P A R K I N G L O T This document has been digitally signed and sealed by Neil E. Sander, P.E. On the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 12/17/2025 GE N E R A L N O T E S C-1 N.T.S. DN: C=US, E=nsander@indepeng.com, CN=NES verified Reason: I am approving this document Date: 2025.12.17 16:48:28-05'00' DA N I A B E A C H F L O R I D A MA I M O N I D E S - S H A L O M A C A D E M Y BR A U S E R M A I M O N I D E S A C A D E M Y 53 0 0 S W 4 0 t h A V E N U E FO R T L A U D E R D A L E , F L 3 3 3 1 4 RE V DA T E D E S C R I P T I O N B Y DATE: SCALE: DESIGNED BY: DRAWN BY: PROJECT No. SHEET GG B E n g i n e e r i n g GGB FA X : ( 9 5 4 ) 9 8 6 - 6 6 5 5 PH O N E : ( 9 5 4 ) 9 8 6 - 9 8 9 9 269 9 S T I R L I N G R O A D , S U I T E C - 2 0 2 FO R T L A U D E R D A L E , F L O R I D A 3 3 3 1 2 CIV I L A N D F O R E N S I C E N G I N E E R S L A N D P L A N N E R S CO N S T R U C T I O N M A N A G E R S FL O R I D A R E G I S T R A T I O N N o . 3 4 5 1 6 AN I N D E P E N D E N C E E N G I N E E R I N G C O M P A N Y PR O J E C T : TA S K : CL I E N T : P: \ 2 0 1 9 \ 1 9 - 1 1 2 9 \ P A R K I N G L O T \ 1 9 1 1 2 9 _ E N G - R I C A R D O G A R C I A - 2 0 2 5 - 1 2 - 1 7 19-1129 B.J.R. 06/2025 A.R. 53 0 0 S W 4 0 T H A V E N U E PR O P O S E D P A R K I N G L O T This document has been digitally signed and sealed by Neil E. Sander, P.E. On the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 12/17/2025 CI V I L E N G I N E E R I N G AN D D E M O L I T I O N P L A N C-2 1"=20' 1":20' NORTH R.E. I.E. RIM ELEVATION INVERT ELEVATION DIRECTION OF OVERLAND FLOW G.E.GRATE ELEVATION EXISTING ELEVATIONS PROPOSED CONCRETE ELEVATION PROPERTY LINE X.XX D 6" TYPE 'D' CURB EXISTING OR FUTURE UTILITIES EXISTING OR FUTURE UTILITIES TO BE REMOVED EXISTING CONCRETE EXISTING CONCRETE TO BE REMOVED EXISTING TO BE REMOVED NOTE: ALL EXISTING UTILITIES AND APPURTENANCES TO REMAIN UNLESS OTHERWISE NOTED. NOTE: NO TREES ARE ALLOWED TO BLOCK ANY FIRE HYDRANT. x.xx NOTE: SCOPE OF WORK AREA - BASIN 1 NOTE: EXISTING AND PROPOSED ELEVATIONS ARE BASED ON 1988 NAVD DATUM BASIN 1 X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXX 24 ' 36 ' 10 . 5 ' PROPOSED 8' PRE-CAST CONCRETE WALL (SEE ARCH. PLANS) PROPOSED FENCE (SEE ARCH. PLANS) PROPOSED FENCE (SEE ARCH. PLANS) TYPE 'E' S.D. INLET #1 R.E.= 4.50 I.E.= 0.50 W-PRB I.E.= 1.45 E (SEE DETAIL THIS SHEET) ADS FLARED END I.E.= 1.45 16 LF - 18" SOLID HDPE50 LF - 15" PERF. HDPE IN EXFIL. TRENCH 90 LF - 15" SOLID HDPE 92 LF - 15" SOLID HDPE CONNECT TO EX. CATCH BASIN @I.E.= 0.50 E-PRB D D D D D DD D D CONCRETE WHEEL STOP R1-1 STOP SIGN 24" WHITE STOP BAR 25 LF-6" DBL. YELLOW 6" WHITE (TYP.) 6" WHITE (TYP.) 50 LF - 15" PERF. HDPE IN EXFIL. TRENCH TYPE 'D' INLET R.E.= 4.75 I.E.=0.50 E&W-PRB 6' PAVED FLUME EX. PERIMETER WALL TO REMAIN START OF PROP. 8' PRE-CAST CONCRETE WALL (SEE ARCH. PLANS) START OF PROP. 8' PRE-CAST CONCRETE WALL AT NW CORNER (SEE ARCH. PLANS) BASIN 1 EX. OUTFALL TO BE REMOVED EX. CATCH BASIN TO BE REMOVED EX. CATCH BASIN TO BE REMOVED EX. 15" PIPE TO BE REMOVED EX. 15" PIPE TO BE REMOVED EX. 15" PIPE TO BE REMOVED EX. 15" PIPE TO BE REMOVED EX. CATCH BASIN TO BE REMOVED DN: C=US, E=nsander@indepeng.com, CN=NES verified Reason: I am approving this document Date: 2025.12.17 16:48:51-05'00' DA N I A B E A C H F L O R I D A MA I M O N I D E S - S H A L O M A C A D E M Y BR A U S E R M A I M O N I D E S A C A D E M Y 53 0 0 S W 4 0 t h A V E N U E FO R T L A U D E R D A L E , F L 3 3 3 1 4 RE V DA T E D E S C R I P T I O N B Y DATE: SCALE: DESIGNED BY: DRAWN BY: PROJECT No. SHEET GG B E n g i n e e r i n g GGB FA X : ( 9 5 4 ) 9 8 6 - 6 6 5 5 PH O N E : ( 9 5 4 ) 9 8 6 - 9 8 9 9 269 9 S T I R L I N G R O A D , S U I T E C - 2 0 2 FO R T L A U D E R D A L E , F L O R I D A 3 3 3 1 2 CIV I L A N D F O R E N S I C E N G I N E E R S L A N D P L A N N E R S CO N S T R U C T I O N M A N A G E R S FL O R I D A R E G I S T R A T I O N N o . 3 4 5 1 6 AN I N D E P E N D E N C E E N G I N E E R I N G C O M P A N Y PR O J E C T : TA S K : CL I E N T : P: \ 2 0 1 9 \ 1 9 - 1 1 2 9 \ P A R K I N G L O T \ 1 9 1 1 2 9 _ E N G 2 - R I C A R D O G A R C I A - 2 0 2 5 - 1 2 - 1 7 19-1129 B.J.R. 06/2025 A.R. 53 0 0 S W 4 0 T H A V E N U E PR O P O S E D P A R K I N G L O T This document has been digitally signed and sealed by Neil E. Sander, P.E. On the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 12/17/2025 OV E R A L L C I V I L EN G I N E E R I N G S I T E P L A N C-2A 1"=20' 1":20' NORTH DIRECTION OF OVERLAND FLOW EXISTING ELEVATIONS PROPERTY LINE X.XX EXISTING OR FUTURE UTILITIES NOTE: ALL EXISTING UTILITIES AND APPURTENANCES TO REMAIN UNLESS OTHERWISE NOTED. NOTE: NO TREES ARE ALLOWED TO BLOCK ANY FIRE HYDRANT. NOTE: SCOPE OF WORK AREA - BASIN 1 NOTE: EXISTING AND PROPOSED ELEVATIONS ARE BASED ON 1988 NAVD DATUM BASIN 1 X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXX NEW 8 FT. PRE-CAST CONC. WALL SYSTEM (±580LF) PROPOSED FENCE (SEE ARCH. PLANS) PROPOSED FENCE (SEE ARCH. PLANS) CONNECT TO EX. CATCH BASIN TYPE 'D' INLET EX. PERIMETER WALL TO REMAIN START OF PROP. 8' PRE-CAST CONCRETE WALL (SEE ARCH. PLANS) START OF PROP. 8' PRE-CAST CONCRETE WALL (SEE ARCH. PLANS) DN: C=US, E=nsander@indepeng.com, CN=NES verified Reason: I am approving this document Date: 2025.12.17 16:50:12-05'00' DA N I A B E A C H F L O R I D A MA I M O N I D E S - S H A L O M A C A D E M Y BR A U S E R M A I M O N I D E S A C A D E M Y 53 0 0 S W 4 0 t h A V E N U E FO R T L A U D E R D A L E , F L 3 3 3 1 4 RE V DA T E D E S C R I P T I O N B Y DATE: SCALE: DESIGNED BY: DRAWN BY: PROJECT No. SHEET GG B E n g i n e e r i n g GGB FA X : ( 9 5 4 ) 9 8 6 - 6 6 5 5 PH O N E : ( 9 5 4 ) 9 8 6 - 9 8 9 9 269 9 S T I R L I N G R O A D , S U I T E C - 2 0 2 FO R T L A U D E R D A L E , F L O R I D A 3 3 3 1 2 CIV I L A N D F O R E N S I C E N G I N E E R S L A N D P L A N N E R S CO N S T R U C T I O N M A N A G E R S FL O R I D A R E G I S T R A T I O N N o . 3 4 5 1 6 AN I N D E P E N D E N C E E N G I N E E R I N G C O M P A N Y PR O J E C T : TA S K : CL I E N T : P: \ 2 0 1 9 \ 1 9 - 1 1 2 9 \ P A R K I N G L O T \ 1 9 1 1 2 9 _ C D - R I C A R D O G A R C I A - 2 0 2 5 - 1 2 - 1 7 19-1129 B.J.R. 06/2025 A.R. 53 0 0 S W 4 0 T H A V E N U E PR O P O S E D P A R K I N G L O T This document has been digitally signed and sealed by Neil E. Sander, P.E. On the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 12/17/2025 CO N S T R U C T I O N D E T A I L S AN D S E C T I O N S C-3 N.T.S. 2%SLOPE PR O P E R T Y L I N E PROP. CONCRETE WALL (SEE ARCH. PLANS) 10.5' SOD FLOW LINE TYPE "D" CURB TYPE "D" CURB6" 6" 24' PARKING & DRIVE 36'EXISTING TO REMAIN 2%SLOPE 1-1/2" COMPACTED TYPE S-3 (2 LIFTS -3/4") 8" LIMEROCK BASE COMPACTED TO 98% DENSITY AASHTO T-180 (MIN. LBR 100) 12" COMPACTED SUBGRADE (LBR 40, 100%, T-99) PARKING & DRIVE PROP. FENCE (SEE ARCH. PLANS) PROP. LIGHT POLE W/ FOOTING (SEE ARCH. PLANS) EX. 10' U.E. P.B. 176, PG 116, B.C.R. DN: C=US, E=nsander@indepeng.com, CN=NES verified Reason: I am approving this document Date: 2025.12.17 16:52:47-05'00' DA N I A B E A C H F L O R I D A MA I M O N I D E S - S H A L O M A C A D E M Y BR A U S E R M A I M O N I D E S A C A D E M Y 53 0 0 S W 4 0 t h A V E N U E FO R T L A U D E R D A L E , F L 3 3 3 1 4 RE V DA T E D E S C R I P T I O N B Y DATE: SCALE: DESIGNED BY: DRAWN BY: PROJECT No. SHEET GG B E n g i n e e r i n g GGB FA X : ( 9 5 4 ) 9 8 6 - 6 6 5 5 PH O N E : ( 9 5 4 ) 9 8 6 - 9 8 9 9 269 9 S T I R L I N G R O A D , S U I T E C - 2 0 2 FO R T L A U D E R D A L E , F L O R I D A 3 3 3 1 2 CIV I L A N D F O R E N S I C E N G I N E E R S L A N D P L A N N E R S CO N S T R U C T I O N M A N A G E R S FL O R I D A R E G I S T R A T I O N N o . 3 4 5 1 6 AN I N D E P E N D E N C E E N G I N E E R I N G C O M P A N Y PR O J E C T : TA S K : CL I E N T : P: \ 2 0 1 9 \ 1 9 - 1 1 2 9 \ P A R K I N G L O T \ 1 9 1 1 2 9 _ S W - R I C A R D O G A R C I A - 2 0 2 5 - 1 2 - 1 7 19-1129 B.J.R. 06/2025 A.R. 53 0 0 S W 4 0 T H A V E N U E PR O P O S E D P A R K I N G L O T This document has been digitally signed and sealed by Neil E. Sander, P.E. On the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 12/17/2025 ER O S I O N A N D S E D I M E N T CO N T R O L P L A N C-4 1"=20' 1":20' NORTH LEGEND DENOTES WINDROW AND SILT SCREEN ALONG PROPERTY LINE DURING CONSTRUCTION OF GRADING AND DRAINAGE NOTE: ALL PROPOSED AND OR EXISTING INLETS TO BE PROTECTED FROM INFILTRATION. NOTE: SCOPE OF WORK AREA - BASIN 1 20'X50'X6" ENTRY DRIVE FLORIDA #1 WASHED STONE ON TOP OF FILTER FABRIC WINDROW AND SILT SCREEN WINDROW AND SILT SCREEN WINDROW AND SILT SCREEN WINDROW AND SILT SCREEN WINDROW AND SILT SCREEN BASIN 1 DN: C=US, E=nsander@indepeng.com, CN=NES verified Reason: I am approving this document Date: 2025.12.17 16:53:16-05'00' DA N I A B E A C H F L O R I D A MA I M O N I D E S - S H A L O M A C A D E M Y BR A U S E R M A I M O N I D E S A C A D E M Y 53 0 0 S W 4 0 t h A V E N U E FO R T L A U D E R D A L E , F L 3 3 3 1 4 RE V DA T E D E S C R I P T I O N B Y DATE: SCALE: DESIGNED BY: DRAWN BY: PROJECT No. SHEET GG B E n g i n e e r i n g GGB FA X : ( 9 5 4 ) 9 8 6 - 6 6 5 5 PH O N E : ( 9 5 4 ) 9 8 6 - 9 8 9 9 269 9 S T I R L I N G R O A D , S U I T E C - 2 0 2 FO R T L A U D E R D A L E , F L O R I D A 3 3 3 1 2 CIV I L A N D F O R E N S I C E N G I N E E R S L A N D P L A N N E R S CO N S T R U C T I O N M A N A G E R S FL O R I D A R E G I S T R A T I O N N o . 3 4 5 1 6 AN I N D E P E N D E N C E E N G I N E E R I N G C O M P A N Y PR O J E C T : TA S K : CL I E N T : P: \ 2 0 1 9 \ 1 9 - 1 1 2 9 \ P A R K I N G L O T \ 1 9 1 1 2 9 _ S W 2 - R I C A R D O G A R C I A - 2 0 2 5 - 1 2 - 1 7 19-1129 B.J.R. 06/2025 A.R. 53 0 0 S W 4 0 T H A V E N U E PR O P O S E D P A R K I N G L O T This document has been digitally signed and sealed by Neil E. Sander, P.E. On the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 12/17/2025 ST O R M W A T E R P O L L U T I O N NO T E S & D E T A I L S C-5 N.T.S. DN: C=US, E=nsander@indepeng.com, CN=NES verified Reason: I am approving this document Date: 2025.12.17 16:53:31-05'00' DA N I A B E A C H F L O R I D A MA I M O N I D E S - S H A L O M A C A D E M Y BR A U S E R M A I M O N I D E S A C A D E M Y 53 0 0 S W 4 0 t h A V E N U E FO R T L A U D E R D A L E , F L 3 3 3 1 4 RE V DA T E D E S C R I P T I O N B Y DATE: SCALE: DESIGNED BY: DRAWN BY: PROJECT No. SHEET GG B E n g i n e e r i n g GGB FA X : ( 9 5 4 ) 9 8 6 - 6 6 5 5 PH O N E : ( 9 5 4 ) 9 8 6 - 9 8 9 9 269 9 S T I R L I N G R O A D , S U I T E C - 2 0 2 FO R T L A U D E R D A L E , F L O R I D A 3 3 3 1 2 CIV I L A N D F O R E N S I C E N G I N E E R S L A N D P L A N N E R S CO N S T R U C T I O N M A N A G E R S FL O R I D A R E G I S T R A T I O N N o . 3 4 5 1 6 AN I N D E P E N D E N C E E N G I N E E R I N G C O M P A N Y PR O J E C T : TA S K : CL I E N T : P: \ 2 0 1 9 \ 1 9 - 1 1 2 9 \ P A R K I N G L O T \ 1 9 1 1 2 9 _ S W 3 - R I C A R D O G A R C I A - 2 0 2 5 - 1 2 - 1 7 19-1129 B.J.R. 06/2025 A.R. 53 0 0 S W 4 0 T H A V E N U E PR O P O S E D P A R K I N G L O T This document has been digitally signed and sealed by Neil E. Sander, P.E. On the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 12/17/2025 ST O R M W A T E R P O L L U T I O N NO T E S & D E T A I L S C-6 N.T.S. DN: C=US, E=nsander@indepeng.com, CN=NES verified Reason: I am approving this document Date: 2025.12.17 16:53:49-05'00' Robert L hompson Digitally signed by Robert L Thompson Date: 2025.03.19 14:03:07 -04'00' 45 Y D X 8 0 Y D ( 1 35 F T X 2 4 0 F T ) 9 x 9 U 1 1 t o U 1 2 T E A M S 45 Y D X 8 0 Y D ( 1 3 5 F T X 2 4 0 F T ) 9 x 9 U 1 1 t o U 1 2 T E A M S XX X X XX XXXXXXXXX XXX XX XX X XX XXXXXXXX XX XXXXXXXXXX X X X X X XXX XX XX XX XX X XX XXX XXX XX X XX XXX XX XX XX X XX XX XXX XXX XX X XX XX XX X X XXXXXXXXX XXXXXXXXX XXXXXXXXX XXXXXXX XX XXXX XXXXXXXXX XXXXXXXXX XXXXXXXXX XXXX XX XXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXX XXX XX XXXXXXXXXX XXXXXXXXX XXXXXXX XXXXXXXXXX XX XXXX XXXXXXXXX XXXXXXXXXX XXXXXXXXX XXXX XX XXXX XXXXXXXX X X X X X X X XX XX XX XX X X X XX XXXX X XX XXXX XXXX XX X XXX XXXX XXXX X X XX XXXX XXXX XX XX XXXX XXXX XX XXXX XXXX XXXX XX XXXX XXXX XX XX XXXX XXXX XX X XXX XXXX XX XX XX XXX XX XXXX XXXX XX XX XXXX XXXX XXXX XX XXXX XXXX XX XX XXXX XXX XX XX XXXX XX XXXXXXX XXXXXX XXXXXX XXXXXXX X X XXXXXXX XXXXXXX XXXXXXX X EXISTING FIRE ACCESS LANE EXISTING FIRE ACCESS LANE T-TURNAROUND NEW PARKING LOTNPWPPRRKKINGLLOOTTTOLGGN 53 PARKING SPACES S. W . 4 0 t h A V E N U E EXISTING PARKING AREA 116 PARKING SPACES EXISTING BASKETBALL COURT EXISTINGIINT PARKINGINNKKPA AREAAAAEE 19 PARKINGKKKR SPACESCEECC EXISTING PLAY FIELDS AREA OF WORK EXISTINGEEEXXIXISSTTITINNGNGG BLDG. 01BBBLLDLDGDGG.G. 001011 EXISTINGEEXEXXIXISSTTITINNGNGG BLDG. 03BBBLLDDGDGG. . 003033 EXISTINGEEXEXXISXISSTTITINNGNGG BLDG. 02BBBLLDDGDGG. . 002022 PLAYGROUND EXISTINGEEXEXXISISTSTTININNGGG BLDG. 04BBLBLDLDDGG.G. 0044 FFE 7.50 NAVDFFFFFFEE 77.7.55050 0 NNANAAVVDVDD AREA OF WORK EXISTINGX RETENTIONE AREA EXISTINGS RETENTIONET AREAAA XXXXXXXX AREA OF WORK N SCALE: 1" = 30 030'60'120'A-1.0 1SITE PLAN (OVERALL) REFER T CIVIL & LANDSCAPING DWGs PREPARED BY GBB En ineerin , Inc. & DS Boca desi n studio boca (ARCH. SITE PLAN SH WN HERE F R GENERAL L CATI N & CR S REFEREN E P RP E NLY. PARKING DAT REQUIRED PARKING SPACES FOR 950 STUDENTS, GRADES Pre-School to 8th GRADE Type Required EXISTING SCHOOL 1 per 9 students of design capacity (950/9 = 106)106 SURPLUS 29 TOTALS - 1 PACE *5 EXIST. HANDICAPPED SPACES PROVIDED + NE (6 TOTAL PROVIDED) PARKING CALCULATION NOTES: **School is limiting their enrollment total to 950 students (Zoning Resolution No. 2021-060 ) AR - 1 1 HEET NUMBER his drawin is the property of CIVICA and i not to be re roduced or co ied in whole o part. It is not to be used on any other pro ec and is to be returned on re uest. HEET TITLE EAL SIGNATURE R LAND LLANES APPR VED BY ALE: ATE ISSUED F Ro. ISS ED F R: 8323 NW 12th St. Suite 106 oral, FL 33126 tel: .9 .99 9 AA #1 9 www.civica roup.com in o civica roup.com PR JECT: CIVICA PR JECT N : C NS LTANTS: B - ADD. ERVI E PAR EL ID 42 1 2 1 PERMIT ET TM JG/RL 12 2 2 A H W N APPLI ANT: 1st FL FFE: 7.' NAV Sep 1 7 , 2 0 2 5 - 5 : 1 8 p m L IN : ui l l e n F I L E L AT I N: P : 20 2 0 20 0 2 0 6 B A AD 01 A r c h 2 0 0 2 0 6 B _ A - 1 . 0 . d w ELE TRI AL PL MBINMECHANICALMEP MEP ENGINEERING INC. TEL.305 471-016 10590 N.W. 27 ST. SUITE 101 MIAMI FL. 33172 ANTONIO NARANJO PE35664 #EBOOO6115 COPYRI HT © 2 2 W 4 th AVE. DANIA BEACH, FL 33314 1 2 1 2 AIM NIDE HAL M A ADEMY IN W 4 th AVE. DANIA BEA H, FL 33314 GGB Engineering, Inc.GGBCIVIL AND F REN I EN INEER LAND PLANNER CONSTRUCTION MANAGERSFLORIDA REGISTRATION No. 8118 •• 2699 Sterling Road, Suite C-202 Fort Lauderdale, Florida 33312 Phone: (954) 986-9899Fax: (954) 986-6655 BRAUSER MAIMONIDES ACADEMY PARKIN L T NEW PROPOSED 1 2 (53 NEW 1 PACE AREA OF WORK A-1.0 OVERALL ITE PLA AS REFERENCE A-2.0 5300 SW 40TH AVE. DANIA BEACH, FL 14 ARCEL ID: 4 1 1 NEW PARKING LO INDEX F DRAWIN ARCHITECTURAL A-1.0 OVERALL SITE PLAN AS REFERENCE A-2.0 LANDSCAPING LP-1 PLANTING PLAN LI-1 NEW PARKING L T NEW WALL DETAILS ELECTRICALCAL E-100 NEW PARKIN L T - ITE LI HTIN PH T METRI LP-PLANTING CALCULATI NS PLANT LIST AND DETAILS T -1 TREE DI P ITI N PLAN TD- IVI BRA SER MAIM NIDES ACADEMY APPLI ANT: MAIM NIDE HAL M A ADEMY IN . 5300 SW 4 th AVE. ANIA BEACH, FL 1 ATE: 12 06 202 ISS ED F R: PERMIT SET CIVICA PR JECT #: B TREE DI P ITI N LI T LI- LI-IRRI ATI N P MP PE IFI ATI IRRI ATI N LE END DETAIL IRRI ATI N HEAD LAY T PLA C-COVER HEET C-1 GENERAL N TE C-CIVIL EN INEERIN DEM LITI N PLAN C-CON TR TI N DETAIL E TI N C-4 ER I N EDIMENT NTR L PLAN C- - ST RMWATER P LL TI N N TE DETAIL SCOPE OF WORK x NEW PARKING LOT 53 SPACE x 3 NEW LIGHT POLES SEE PHOTOMETRICS x EPLACE EXISTING 6FT N RTH PR PERTY WALL WITH NE 8FT PRE-CAST WALL @ NORTH PROPERTY LINE x EE CIVIL PLANS NEW PARKING AREA OF WORK x EE LANDSCAPING PLANS NEW PARKING AREA OF WORK 12 27 2 NIN MMENT1 EXI TING REA SF ERCENTAG OPEN SPACE PERVIOUS/IMPERVIOUS 175,.54.35 PAVED AREA - VEHIC LAR E 6 ,771 .8.88 B ILDING R FED ARE 4 ,7 .1 6.77 TOTAL ARE 294, 44 .7 00.00 PERVI CALC LATI N XI TING REA SF E ACRES ERCENTAG PERVI 145,1 .49.48 IMPERVI 4 ,.41 50.52 TOTA 294,44 .7 00 PR P ED REA SF E ACRES 4 ,7 PR P ED REA SF 294,44 4 ,75 45,6 OVERALL ITE DAT 294, 44 6 ,4 5, 1 1 1 06/1 2 NIN MMENT2 2 22 ST RMWATER P LL TI N N TE DETAIL 09/1 2 NIN MMENT3 3 3 3 333 P:\2020\200206B\ACAD\01 Arch\200206B_A-1.0.dw , 09/17/2025 17:18:45, AutoCAD PDF General Documentation .pc Digitally signed by Rolando Llanes Date: 2025.09.17 19:56:37-04'00' 45 Y D X X10 ' - 6 " ST B K . 10 ' - 6 " ST B K 9'-0" TYP 18 ' - 0 " TY P 18 ' - 0 " TY P 9'-0" TYP 9 SPACES @ 9'-0" 81'-0" 9'-0"9'-0"9 SPACES @ 9'-0" 81'-0" 10'-0" 24 ' - 0 " DR I V E W A Y 18 ' - 0 " TY P 9 NEW LIGHT POLE (TYP OF 3) NEW 8FT PRE-CAST CONC. WALL SYSTEM (± 580 LF) LANDSCAPED BUFFER (SEE LAND.) EXIST. BICYCLE RACKS AREA (34 SPACES) NEW 6FT HIGH CHAIN LINK FENCE (± 350 LF) (MATCH EXISTING)EXISTING BASKETBALL COURTS & COVER EXISTING PLAY FIELDS EXISTING DUMPSTER EXISTING RETENTION AREA (NOT PART) STOP WALL @ FPL EASEMENT (AS PER EXISTING WALL) 9 SPACES @ 9'-0" 81'-0" 12'-0" 12'-0" HC 5'-0" 18 ' - 0 " EXIST. 6FT HIGH CHAIN LINK PROPERTY LINEPROPERTY LINE EXISTING PARKING AREA 18 ' - 0 " TY P 9'-0" TYP (DO NOT ENCROACH INTO EASEMENT) PARKING AREA TO BE ASSIGNED & NUMBERED STAFF PARKING ONLY 1' - 2 " 1' - 2 " 24 ' - 0 " DR I V E W A Y 18 ' - 0 " TY P 10 ' - 0 " UT I L I T Y ES M N T . 10 ' - 0 " UT I L I T Y ES M N T . 10' UTILITY EASEMENT P.B. 176, Pg 116, B.C.R. 10' UTILITY EASEMENT P.B. 176, Pg 116, B.C.R. (8" MIN) (9" MAX) 4" 4" MIN 5" MAX 2" MIN 3" MAX 6'-0" +12" R2" R2"R2"R2" R2" #4 BARS, 18" LONG (TWO PER GUARD) PRE-FORMED CONC WHEELSTOP (TYP) 7' - 0 " 1" 6 " 1 " 1 8 " 2' - 0 " 10" 1" PERMITDISABLED ZONE AND $ 250 ONLY 18 " 6" FINE UP TO TOW AWAY PARKING BY PLAN BLACK ON WHITE WITH 1 1/2" LETTERS (TYP) TOP PORTION SHALL HAVE A REFLECTIVE BLUE. BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER (TYP) BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER (TYP) GALVANIZED STEEL BREAK-AWAY RETAINER SPACER STRAP BY "FRANKLIN STEEL" OR APPROVED EQUAL (TYP) 2'-6" LONG 3 LB/FT. "U" IRON-GALVANIZED (TYP)3000 PSI CONC POST BASE (CAST IN PLACE) FINISH GRADE WHITE ON BLUE (TYP) SCALE: 1-1/2" = 1'-0" 08"1'-4"2'-8"A-2.0 3ACCESSIBLE PARKING SIGN SCALE: 1-1/2" = 1'-0" 08"1'-4"2'-8"A-2.0 6PRECAST CONC WHEELSTOP 18 ' - 0 " 4" BLUE PAINT STRIPES @ 45 °, SPACED AT 12" O.C. (TYP) 18 ' - 0 " ACCESSIBILITY SIGN ON POST OR SECURED TO WALL @ 7'-0" HIGH. (TYP) 4" FAST DRY REFLECTIVE THERMOPLASTIC TRAFFIC PAINT STRIPPING (WHITE) (TYP) 6'-0" LONG PRECAST CONC. WHEELSTOP ANCHORED TO PAVEMENT W/ TWO 5/8" Ø DOWELS (TYP @ ALL SPACES) SEE DTL THIS SHEET 2' - 0 " 2' - 0 " WHITE PAINT 5'-0" SQ. INTERNATIONAL SYMBOL OF ACCESSIBILITY (TYP) (FDOT APPROVED) 9'-0" 12'-0"5'-0" SCALE: 1/4" = 1'-0" 04'8'16'A-2.0 4TYPICAL STANDARD AND ACCESSIBLE PARKING STALL WATERPROOF CAP (TYP) 2-1/2" DIA. GALV LINE POST (TYP) TOP RAIL 1-3/4" DIA. GALV STEEL PIPE (TYP) GALV FASTENER @ 12" O.C. (TYP) MTL STRETCHER BAR (TYP) 9 GAUGE GALV STEEL FABRIC W/ VINYL COVERING (TYP) 4" OUT SIDE DIA. GALV STEEL CORNER OR GATE POST (TYP) BOTTOM HORIZONTAL 1-5/8" OUTSIDE DIA. GALV STL PIPE (TYP) 2500 P.S.I. CONCRETE FOOTING (TYP)2' - 1 1 3 4" 1'-4" 614" 2" 1'-4" 13 4" 2' - 6 " 614" 6' - 0 " H I G H F E N C E (M A X P O S T S P A C I N G 8 ' - 0 " ) SCALE: 1/2" = 1'-0" 02'4'8'A-2.0 2TYPICAL FENCE DETAIL 8' - 0 " WALL PANEL CONC. CAP COL. CONC CAP. SCALE: 1/2" = 1'-0" 02'4'8'A-2.0 58FT (H) PRE-CAST CONC. WALL SYSTEM NOTES: 1. PREPARE SHOP DWGS SIGNED & SEALED BY FL PROFESSIONAL ENGINEER 2. SUBMIT DWGS FOR APPROVAL BY OWNER/ ARCHITECT 3. SUBMIT PLANS FOR REQUIRED PERMIT ELEVATIONSECTION A-A A 8' - 0 " (H E I G H T ) COLUMN SPACING AS PER MANUF. REQ'S PRECAST CONCRETE WALL PANELS FOOTING AS PER PRECAST WALL MANUF'S CALCS PLAN AS P E R . MA N U F . C A L C S & R E Q ' S AS PER. MANUF. CALCS & REQ's PR O P E R T Y L I N E A BASIS OF DESIGN (B.O.D.): WALL WAY USA 9001 NW 97th TERRACE (UNIT F) MEDLEY, FL 33178 WALL FOOTERS TO BE LOCATED WITHIN APPLICANT PROPERTY (TYP) ±2" ±1'-2" APPLICANT PROPERTY NEIGHBOR PROPERTY 6" 6" AR - 0013160 SHEET NUMBER This drawing is the property of CIVICA and is not to be reproduced or copied in whole or part. It is not to be used on any other project and is to be returned on request. SHEET TITLE SEAL/SIGNATURE ROLANDO LLANES APPROVED BY SCALE: DATE DRAWN BY ISSUED FORNo. DATE BY ISSUED FOR: 8323 NW 12th St. Suite 106 Doral, FL 33126 tel: 305.593.9959 AA #26001093 www.civicagroup.com info@civicagroup.com PROJECT: CIVICA PROJECT No : KEY PLAN CONSULTANTS: 200206B - ADD. SERVICE PARCEL ID: 5042 31 26 0010 PERMIT SET TM JG/RL 12/06/2023 AS SHOWN N APPLICANT: 1st FL FFE: 7.50' NAVD Ju n 1 7 , 2 0 2 5 - 1 1 : 2 2 a m L O G I N : t m o d z e l e w s k i F I L E L O C A T I O N : P : \ 2 0 2 0 \ 2 0 0 2 0 6 B \ A C A D \ 0 1 A r c h \ 2 0 0 2 0 6 B _ A - 2 . 0 . d w g ELECTRICAL PLUMBINGMECHANICALMEP MEP ENGINEERING INC. TEL.(305) 471-0160 10590 N.W. 27 ST. SUITE 101 MIAMI FL. 33172 ANTONIO NARANJO PE35664 {#EBOOO6115} COPYRIGHT © 2023 5300 SW 40th AVE. DANIA BEACH, FL 33314 0 1 / 2 " 1 " 2 " MAIMONIDES SHALOM ACADEMY INC. 5300 SW 40th AVE. DANIA BEACH, FL 33314 GGB Engineering, Inc.GGBCIVIL AND FORENSIC ENGINEERS LAND PLANNERS CONSTRUCTION MANAGERSFLORIDA REGISTRATION No. 8118 •• 2699 Sterling Road, Suite C-202 Fort Lauderdale, Florida 33312 Phone: (954) 986-9899Fax: (954) 986-6655 BRAUSER MAIMONIDES ACADEMY PARKING LOT A-2.0 NEW PARKING LOT, WALL & DETAILSN SCALE: 1/16" = 1'-0" 016'32'64'A-2.0 1NEW PARKING LOT 12/27/23 TMZONING COMMENTS1 1 1 11 1 1 1 1 06/13/25 TMZONING COMMENTS2 2 2 Digitally signed by Rolando Llanes Date: 2025.06.17 11:44:49-04'00' SB MH: 25.000SB MH: 25.000SB_EXISTING MH: 25.000 0.9 1.0 1.1 1.1 1.2 1.2 1.2 1.3 1.4 1.4 1.3 1.2 1.1 1.1 1.1 1.1 1.2 1.4 1.4 1.4 1.2 1.1 1.0 1.0 1.0 0.9 0.9 1.1 1.4 1.5 1.5 1.6 1.6 1.7 1.7 1.6 1.6 1.6 1.6 1.5 1.5 1.5 1.5 1.6 1.7 1.7 1.7 1.6 1.5 1.4 1.3 1.3 1.3 1.2 1.3 1.7 2.1 2.0 1.9 2.0 2.3 2.0 1.9 1.9 1.9 2.0 2.1 1.9 1.9 2.1 2.2 2.0 2.0 2.0 2.0 2.0 1.9 1.8 1.8 1.8 1.5 1.1 1.5 2.0 2.6 2.7 2.5 2.7 2.8 2.4 2.2 2.2 2.2 2.4 2.7 2.4 2.4 2.7 2.6 2.3 2.4 2.3 2.4 2.6 2.3 2.1 2.3 2.3 1.8 1.3 1.7 2.3 3.1 3.2 3.4 3.2 3.2 2.6 2.4 2.4 2.4 2.8 3.1 3.3 3.4 3.1 3.0 2.6 2.7 2.6 2.7 3.0 3.0 3.1 2.9 2.7 2.1 1.6 1.3 1.6 1.9 2.0 1.8 2.0 2.0 1.8 1.8 1.8 2.0 2.3 2.6 2.7 2.6 2.7 2.6 2.3 2.3 2.4 2.6 3.2 3.3 3.1 3.2 2.9 2.1 Luminaire Schedule Scene: New Parking Symbol Qty Label Arrangement Total Lamp Lumens LLF [MANUFAC]Description Lum. Watts 1 SB_EXISTING SINGLE N.A.0.850 U.S. ARCHITECTURAL LIGHTING VLL-LED-PLED-80LED-IV-FT-1050mA-NW-HS-PLED/T490 (MTD ON EXISTING POLE AT 25')280.8 2 SB SINGLE N.A.0.850 U.S. ARCHITECTURAL LIGHTING VLL-LED-PLED-80LED-IV-FT-1050mA-NW-HS-PLED/T490 (MTD ON NEW POLE AT 25')280.8 Calculation Summary Scene: New Parking Label CalcType Units Avg Max Min Max/Min CalcPts Illuminance Fc 2.00 3.4 0.9 3.78 Spill Illuminance Fc 0.00 0.0 0.0 N.A. SHEET NUMBER This drawing is the property of CIVICA and is not to be reproduced or copied in whole or part. It is not to be used on any other project and is to be returned on request. SHEET TITLE SEAL/SIGNATURE APPROVED BY SCALE: DATE DRAWN BY ISSUED FORNo. DATE BY ISSUED FOR: 8323 NW 12th St. Suite 106 Doral, FL 33126 tel: 305.593.9959 AA #26001093 www.civicagroup.com info@civicagroup.com PROJECT: CIVICA PROJECT No : KEY PLAN CONSULTANTS: 200206B - ADD. SERVICE PARCEL ID: 5042 31 26 0010 PERMIT SET N APPLICANT: 1st FL FFE: 7.50' NAVD De c 0 5 , 2 0 2 3 - 3 : 5 1 p m L O G I N : m i l t o F I L E L O C A T I O N : M : \ 0 A r c h \ C I V I C A \ B R A U S E R M A I M O N I D E S A C A D E M Y A D D E D P A R K I N G \ E - 1 0 0 . d w g ELECTRICAL PLUMBINGMECHANICALMEP MEP ENGINEERING INC. TEL.(305) 471-0160 10590 N.W. 27 ST. SUITE 101 MIAMI FL. 33172 ANTONIO NARANJO PE35664 {#EBOOO6115} COPYRIGHT © 2023 5300 SW 40th AVE. DANIA BEACH, FL 33314 0 1 / 2 " 1 " 2 " MAIMONIDES SHALOM ACADEMY INC. 5300 SW 40th AVE. DANIA BEACH, FL 33314 GGB Engineering, Inc.GGBCIVIL AND FORENSIC ENGINEERS LAND PLANNERS CONSTRUCTION MANAGERSFLORIDA REGISTRATION No. 8118 •• 2699 Sterling Road, Suite C-202 Fort Lauderdale, Florida 33312 Phone: (954) 986-9899Fax: (954) 986-6655 BRAUSER MAIMONIDES ACADEMY PARKING LOT Y.P./M.G./J.E. T.N. PE - 35664 ANTONIO NARANJO 12/06/2023 AS SHOWN E100 NEW PARKING AREA PHOTOMETRIC N SCALE: 1" = 15' 015'30'60'E100 1NEW PARKING PHOTOMETRIC Antonio F Naranjo Digitally signed by Antonio F NaranjoDN: CN=Antonio F Naranjo, dnQualifier=A01410D00000185A19432BB001639AB,O=MEP Engineering Inc., C=USDate: 2023.12.06 10:36:01-05'00' X X X X X X X X X X X X X X X X X X X X X X X X X SCALE: 1"=30' PL A N T I N G P L A N 53 0 0 S W 4 0 t h A v e , F o r t L a u d e r d a l e BR A U S E R M A I M O N I D E S A C A D E M Y I.A. J.G. FEBRUARY 18, 2022 design studio boca landscape architects and planners Boca Raton, Florida 33431 Ph: 561.955.8623 Fax: 561.362.4749 email: landscapearchitects@dsboca.com DSBOCA LC - 0000396 2300 Corporate Blvd. NW. Suite 214 SHEET CONSTRUCTION DOCUMENTS LP-1 File Name & Location: F:\ACAD Files\Brauser Academy Dania\DSB\3. CONSTRUCTION DOCUMENTS\CAD\_PARKING LOT REVISIONS\BMA CONSTRUCTION DOCUMENTS.dwg Layout: LP-1 Printed: Wed, 14 Feb 2024 - 10:44 SP 22 CS 10 QV1 3 BS1 8 FIC 54 TD 16 QV 3 QV 3 HAM 47 QV1 4 QV1 2CLH 221 FIC 105 COC 151 COC 222 CS 5 CS 6 5 CE 50 CLH 107 CLU 56 NOD 12 CLH 1 QV 18 HAM CLU 115 CE 1 FIC 60 CR 8 8 BS QV 7 CLU 86 25 NOD 4 QV CLU 25 CLU 33 CE 10 CLU 93HAM 19 HAM 19 HAM 19 HAM 48 HAM 48 50 NOD 12 CLH 140 CLH 8 CLH 2 CS CS 4 QV2 1 QV3 1 2 QV 207 186 164 160153150140130122 119117 106 67 68 69 70 71 72 73 93 94 8 9 10 11 12 13 14 15 16 45 45 44 43 42 33 34 35 36 37 38 39 40 41 31 32 64 65-65A 63 62 77 79 80 83 82 81 29 87 88 85 25 24 208 210 209 206 205 204 203 HAM 52 CLH 35 SP 11 6 QV 55 QV1 2 15 CLH 25 CLU 56 FIC 2 APRIL 17, 2022 3.22.23SITE PLAN MINOR MOD. CS 1 CLU1 25 CS 1 CLU 28 3 4.04.23SITE PLAN MINOR MOD. HAM 30 HAM 30 HAM 30 CLH 90 FIC 30 CS1 7 QV 8 CS 2 QV1 7 HAM 30 30 FIC 12.06.23NEW PARKING AREA4 01.10.24STAFF COMMENTS5 02.14.24NORTH WALL 3/ $ 1 7 , 1 * & $ / & 8 / $ 7 , 2 1 6 3 / $ 1 7 / , 6 7 $ 1 ' ' ( 7 $ , / 6 6 : W K $ Y H ) R U W / D X G H U G D O H %5 $ 8 6 ( 5 0 $ , 0 2 1 , ' ( 6 $ & $ ' ( 0 < ,$ -* )(%58$5< GHVLJQVWXGLRERFD ODQGVFDSHDUFKLWHFWV DQGSODQQHUV %RFD5DWRQ)ORULGD 3K )D[ HPDLO ODQGVFDSHDUFKLWHFWV#GVERFDFRP '6%2&$ /& &RUSRUDWH%OYG1:6XLWH 6+((7 &216758&7,21 '2&80(176 /3 )LOH1DPH /RFDWLRQ ) ?$&$')LOHV?%UDXVHU$FDGHP\'DQLD?'6%?&216758&7,21'2&80(176?&$'?B3$5.,1*/275(9,6,216?%0$&216758&7,21'2&80(176GZJ/D\RXW /33ULQWHG 7XH'HF $35,/ 6,7(3/$1 0,12502' 6,7(3/$1 0,12502' 1(:3$5.,1* $5($ 6&$/( 06 -* )(%58$5< GHVLJQVWXGLRERFD ODQGVFDSHDUFKLWHFWV DQGSODQQHUV %RFD5DWRQ)ORULGD 3K )D[ HPDLO ODQGVFDSHDUFKLWHFWV#GVERFDFRP '6%2&$ /& &RUSRUDWH%OYG1:6XLWH 7' 75 ( ( ' , 6 3 2 6 , 7 , 2 1 3 / $ 1 %5 $ 8 6 ( 5 0 $ , 0 2 1 , ' ( 6 $ & $ ' ( 0 < 6+((7 6 : W K $ Y H ) R U W / D X G H U G D O H &216758&7,21 '2&80(176 6,7(3/$1 0,12502' 6,7(3/$1 0,12502' 1(:3$5.,1* $5($ M.S. J.G. FEBRUARY 18, 2022 design studio boca landscape architects and planners Boca Raton, Florida 33431 Ph: 561.955.8623 Fax: 561.362.4749 email: landscapearchitects@dsboca.com DSBOCA LC - 0000396 2300 Corporate Blvd. NW. Suite 214 TD-2 TR E E D I S P O S I T I O N L I S T BR A U S E R M A I M O N I D E S A C A D E M Y SHEET 53 0 0 S W 4 0 t h A v e , F o r t L a u d e r d a l e SITE PLAN APPROVAL APRIL 17, 20221 3.22.23SITE PLAN MINOR MOD. 4.04.23SITE PLAN MINOR MOD.3 12.06.23NEW PARKING AREA 6&$/( ,5 5 , * $ 7 , 2 1 + ( $ ' / $ < 2 8 7 3 / $ 1 6 : W K $ Y H ) R U W / D X G H U G D O H %5 $ 8 6 ( 5 0 $ , 0 2 1 , ' ( 6 $ & $ ' ( 0 < .' -* GHVLJQVWXGLRERFD ODQGVFDSHDUFKLWHFWV DQGSODQQHUV %RFD5DWRQ)ORULGD 3K )D[ HPDLO ODQGVFDSHDUFKLWHFWV#GVERFDFRP '6%2&$ /& &RUSRUDWH%OYG1:6XLWH &216758&7,21 '2&80(176 /, 6+((7127( (;,67,1*,55,*$7,213,3(66+$//%((;$0,1('$1'(9$/8$7(' )255(86(:+(5((;,67,1*75((6$1'6+58%6%('65(0$,1 5(86,1*3,3(6:,//5('8&(,03$&721(;,67,1*75((6$1' 6+58%6,55,*$7,21+($'672%(5(3/$&(' )(%58$5< $35,/ 6,7(3/$1 0,12502' 6,7(3/$1 0,12502' 1(:3$5.,1* $5($ ,5 5 , * $ 7 , 2 1 / ( * ( 1 ' ' ( 7 $ , / 6 6 : W K $ Y H ) R U W / D X G H U G D O H %5 $ 8 6 ( 5 0 $ , 0 2 1 , ' ( 6 $ & $ ' ( 0 < .' -* )(%58$5< GHVLJQVWXGLRERFD ODQGVFDSHDUFKLWHFWV DQGSODQQHUV %RFD5DWRQ)ORULGD 3K )D[ HPDLO ODQGVFDSHDUFKLWHFWV#GVERFDFRP '6%2&$ /& &RUSRUDWH%OYG1:6XLWH &216758&7,21 '2&80(176 /, 6+((7 $35,/ 6,7(3/$1 0,12502' 6,7(3/$1 0,12502' 1(:3$5.,1* $5($ ,5 5 , * $ 7 , 2 1 3 8 0 3 6 3 ( & , ) , & $ 7 , 2 1 6 6 : W K $ Y H ) R U W / D X G H U G D O H %5 $ 8 6 ( 5 0 $ , 0 2 1 , ' ( 6 $ & $ ' ( 0 < .' -* $35,/ GHVLJQVWXGLRERFD ODQGVFDSHDUFKLWHFWV DQGSODQQHUV %RFD5DWRQ)ORULGD 3K )D[ HPDLO ODQGVFDSHDUFKLWHFWV#GVERFDFRP '6%2&$ /& &RUSRUDWH%OYG1:6XLWH &216758&7,21 '2&80(176 /, 6+((7 6,7(3/$1 0,12502' 6,7(3/$1 0,12502' 1(:3$5.,1* $5($ 6 RESOLUTION #2026-038 EXHIBIT “B” SITE PLAN