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HomeMy WebLinkAboutR-2026-057 Dania Pointe Phase IV SP-035-25RESOLUTION NO. 2026-057 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA, APPROVING THE SITE PLAN (SP-035-25) AND MINOR DEVIATION (OT-017-26) FOR THE APPLICANT DANIA LIVE 1748 II, LLC, FOR THE PROPERTIES LOCATED AT 1730-1766 POINTE BLVD, 1731-1757 POINTE BLVD, 101 BRYAN RD AND N COMPASS WAY, WITHIN THE CITY OF DANIA BEACH, FLORIDA PROVIDING FOR CONFLICTS; FURTHER, PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the City Code of Ordinances, Chapter 28, entitled “Land Development Code” (“LDC”), Part 6, entitled “Development Review Procedures and Requirements,” Article 635, entitled “Site Plans,” and Article 340 “Planned Mixed-Use Development District (PMUD),” provide that site plan approval is required as a condition to the issuance of a building permit; and WHEREAS, LDC Article 340 “Planned Mixed-Use Development District (PMUD),” Section 340-30(S) “Site plan approval,” provides that site development shall comply with the established PMUD regulations and the approved Dania Pointe Development Design Guidelines (DDG); and WHEREAS, the Owner, Dania Live 1748 II, LLC (“Applicant”), is requesting approval of a Site Plan (SP-035-25) to permit the development of Dania Pointe Phase IV, consisting of 265 dwelling units, 47,077 square feet of commercial space, 4,000 square feet of commercial outdoor seating and modifications to the streets for the properties generally located at 1730-1766 Pointe Blvd, 1731-1767 Pointe Blvd, 101 Bryan Rd and N Compass Way, as 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 approval of the proposed Site Plan (SP-035-25) to permit the future development of the subject property pursuant to and consistent with the attached Site Plan provided as Exhibit “B”; and WHEREAS, the Applicant is also requesting approval of a Minor Deviation (OT-017-26) to allow the addition of on-street parking on a portion of North Compass Way and the relocation of required trees to the east side of North Compass Way, where Section 6 of the Dania Pointe DDG requires Drive E (North Compass Way) to have landscape trees between the sidewalks and bikeways and does not include on-street parking; and WHEREAS, the City Commission conducted a duly noticed public hearing in accordance with Article 610 of the LDC; and 2 RESOLUTION #2026-057 WHEREAS, the City’s Staff analyzed the Applicant’s request based on the criteria and supports the Applicant’s request with the identified conditions of approval; and WHEREAS, the City Commission finds that the approval of the proposed Site Plan (SP- 035-25) will protect the public health, safety, and welfare of the residents of the City, and furthers 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 LDC Chapter 28, Part 6 entitled “Development Review Procedures and Requirements,” Article 635, entitled “Site Plans,” and Article 340 “Planned Mixed-Use Development District (PMUD),” the following Site Plan (SP-035-25), attached as Exhibit “B” which is made a part of and incorporated into this Resolution by reference, is approved and further that the Minor Deviation request (OT-017-26) to allow the addition of on-street parking on a portion of North Compass Way and the relocation of required trees to the east side of North Compass way is approved. Section 4. That the approvals granted by this Resolution are subject to the Applicant’s compliance with the following conditions: 1. Per the DDG (pg. 20): Building facades shall be designed to continue the character established by the front or primary building facade. Buildings located within Blocks III, IV, V, VI, VII, VIII, and IX, and at an internal roadway corner, shall feature a distinct corner element. ii. Building facades shall include articulation of the building facade to reduce the overall mass of the walls. This articulation shall include: 1. Façade projections and recesses that may be coordinated with changes in wall color or material, 2. Variation in overall building height, 3. Arcade/colonnade, Canopies. Required facade delineation and articulation per the DDG on the ground floor will be required as tenant improvements are made. This applies to the North Building (south elevation facing Pointe Blvd) and the South Building (north elevation facing Pointe Blvd). (Planning) 2. A separate application must be submitted to the Public Art Advisory Board for the proposed murals at the time of Certificate of Occupancy. (Planning) 3. Applicant indicated a USGBC LEED certification will be pursued to meet Code Section 206-60 (B). Must provide the preliminary rating score sheet and proof of a mid- 3 RESOLUTION #2026-057 construction on-site verification visit performed by a Green Rater/Energy Rater at the time of the Certificate of Occupancy. (Planning and Zoning) 4. For all projects resulting in buildout of the site, such that 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, location of equipment and material during construction. (Planning) 5. For all projects resulting in buildout of the site, such that construction staging cannot occur on site, the applicant must obtain Maintenance of Traffic Plan approval by the City Engineer for period of construction prior to issuance of a building permit. (Planning) 6. Per Code Section 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 detail with next submittal. (Planning) 7. Provide estimated construction value for development so that impact fees may be determined. (Planning) 8. RECREATION AND OPEN SPACE IMPACT FEE: Per Code Section 805-110, $1,825 per multi-family dwelling must be paid for the Recreation and Open Space Impact Fee. Therefore, a total of $483,625.00 (265 units x $1,825) is to be paid at the time the building permit is issued. (Planning) 9. RAC TRANSPORTATION FEE: Per Resolution 2025-090, $29.00 per peak hour trip, for a total of $14,674, must be paid for prior to the issuance of a building permit (Planning). 10. PUBLIC ART PROGRAM: Provide estimated construction value for development so that impact fees may be determined. Per Article 811. New development and redevelopment in non-residential, mixed-use and multi-family zoning districts of $1 Million or more shall provide fees for the creation, acquisition and installation of public art in the city. a. Pay In-Lieu Public Art Fee: Pay one percent (1.0%) of the cost of the proposed development project, as an “in-lieu” public art fee, with a minimum payment of $5,000 and a maximum payment of $500,000; or b. Combination of In-Lieu Public Art Fee and Placement of Art on Site: Placement of art on the site of the development project, which shall have a minimum value of one-half of one percent (0.5%) of the cost of the proposed development project combined along with a one-half of one percent (0.5%) payment of an “in-lieu” public art fee. The owner shall provide documentation to the City that the art fee has been deposited into an escrow account for said purpose prior to the issuance of a building permit. Prior to placement on the development site, the art must be approved by the Community Services Director or designed and conform to the adopted public art guidelines. (Planning) 11. Additional comments may apply and will need to be addressed prior to building and site permit approval. (Engineering) 4 RESOLUTION #2026-057 12. Provide final civil engineering plans. (Engineering) 13. Provide utility piping conflict information and details to confirm the required cover and separations are met for the utilities. (Engineering) 14. Show all existing and proposed utilities on the landscaping plans for potential conflicts. (Engineering) 15. Provide ADA parking, access / driveway, and sidewalks /ramps including dimensions in accordance with Chapter 553 of the Florida Statutes. "Accessibility of Handicapped Persons" and latest edition of "Accessibility Requirements Manual" by Department of Community Affairs, Florida Board Building Codes and Standards, and 'in accordance with Americans with Disability Act (ADA). (Engineering) 16. Provide regulatory agencies' approval documentation and Permits/Licenses (as applicable) as part of the final submittal, prior to issuance of the Building Permit (South Florida Water Management District. (Engineering) 17. SFWMD, Broward County Surface Water License, Broward County EPGMD Wastewater Permit / BC Water and Wastewater Approval, Florida Department of Environmental Protection, FDOT, BC Environmental, BC Aviation, BCTED etc.). Also, include Utility / Right of Way Permits from City, Broward County, and State Roads, as applicable. (Engineering) Section 5. That pursuant to Section (14) Site Plan Submittals of the Dania Pointe PMUD Development Design Guidelines and Development Standards, the Site Plan (SP-035-25) approval shall automatically expire and become null and void five (5) years from the effective date of this Resolution unless application and approval of building permits for the improvements shown on the Site Plan are extended by the City Commission. Section 6. 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 7. That all resolutions or parts of resolutions in conflict with this Resolution are repealed to the extent of such conflict. Section 8. That this Resolution shall be in force and take effect 10 days after its passage and adoption. 5 RESOLUTION #2026-057 PASSED AND ADOPTED on April 28, 2026. Motion by Commissioner Lewellen, second by Vice Mayor Salvino. 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 6 RESOLUTION #2026-057 EXHIBIT “A” LEGAL DESCRIPTION Folio 5042 33 59 0081 DANIA POINTE 183-91 B POR OF PAR A DESC AS COMM SW COR SE1/4 SEC 33-50- 42,NE 1339.75,N 1827.07,W 322.84 TO POB,W 3.49,W 51.71,W 285.11,NW 23.56,N 20.19, NELY 7.62,NE 7.36,NELY 11.43,N 22.87,NW 17.29,NW 9.60,N 6.38, NLY 46.58,NLY 49.67,NLY 50.15,N 5.50,NE 7.67,NE 7.22,NE 11.51,N 33.12,NW 15.08,NW 10.06,N 7.44, NE 31.42,E 334.90,S 360.89 TO POB,LESS PARKING GAR & AC HOTEL BY MARRIOTT DESC SHEET 2 SURVEY BY STONER LB NO 6633 7 RESOLUTION #2026-057 Folio 5042-33-59-0010 8 RESOLUTION #2026-057 9 RESOLUTION #2026-057 10 RESOLUTION #2026-057 11 RESOLUTION #2026-057 12 RESOLUTION #2026-057 Folio 5042-33-59-0021 13 RESOLUTION #2026-057 Folio 5042-33-59-0022 14 RESOLUTION #2026-057 EXHIBIT “B” SITE PLAN DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C CO V E R S H E E T C-000 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. DEVELOPMENT REVIEW COMMITTEE PLANS FOR DANIA POINTE PHASE IV PROJECT TEAM OWNER/DEVELOPER BRANDON REYNOLDS DANIA LIVE 1748, LLC 1 OAKWOOD BOULEVARD, SUITE 70 HOLLYWOOD, FL 33020 (954) 983-2597 BReynolds@kimcorealty.com CIVIL ENGINEER GREGORY D. WILFONG, P.E. KIMLEY-HORN AND ASSOCIATES, INC. 445 24TH STREET, SUITE 200 VERO BEACH, FLORIDA 32960 (772) 794-4100 ARCHITECT GEORGE O'BRIEN MSA ARCHITECTS, INC. 8950 SW 74TH COURT, SUITE 1613 MIAMI, FL 33156 (305) 273-9911 LOCATED IN CITY OF DANIA BEACH, FLORIDA SECTION 33, TOWNSHIP 50S, RANGE 42E VICINITY N.T.S.NORTH PREPARED BY: SR 818 PROJECT LOCATION BROWARD COUNTY PROJECT LOCATION STIRLING ROAD I-9 5 FORT LAUDERDALE- HOLLYWOOD INTERNATIONAL AIRPORT US - 1 OLD GRIFFIN ROAD BR Y A N R O A D Sheet List Table C-000 COVER SHEET C-200 DEMOLITION AND EROSION CONTROL PLAN C-201 DEMOLITION AND EROSION CONTROL PLAN C-202 DEMOLITION AND EROSION CONTROL PLAN C-203 DEMOLITION AND EROSION CONTROL PLAN C-204 DEMOLITION AND EROSION CONTROL PLAN C-210 EROSION CONTROL DETAILS C-300 SITE PLAN C-301 SITE, SIGNING AND MARKING PLAN C-302 SITE, SIGNING AND MARKING PLAN C-303 SITE, SIGNING AND MARKING PLAN C-304 SITE, SIGNING AND MARKING PLAN C-500 PAVING, GRADING AND DRAINAGE PLAN C-501 PAVING, GRADING AND DRAINAGE PLAN C-502 PAVING, GRADING AND DRAINAGE PLAN C-503 PAVING, GRADING AND DRAINAGE PLAN C-504 PAVING, GRADING AND DRAINAGE PLAN C-510 PAVING, GRADING AND DRAINAGE DETAILS C-600 UTILITY PLAN C-601 UTILITY PLAN C-602 UTILITY PLAN C-603 UTILITY PLAN C-604 UTILITY PLAN ISSUANCE DATE: LATEST REVISION DATE: 10/02/2025 02/27/2026 LEGAL DESCRIPTION - PARCEL 504233590022 LEGAL DESCRIPTION - PARCEL 504233590021 GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:01:57-04'00' FIRE FIRE FI R E FIRE FIRE FIRE FIRE WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM FI R E FI R E FIRE FIRE FI R E FI R E FI R E FI R E FI R E FIREFIRE WM WM WM WM WM WM WM WM WM WM FIRE WM WM WM WM FI R E WM WM WM WM FI R E FIRE FIRE FIRE WM WM WM WM WM FIREFIREFIRE FIRE FIRE FIRE FIREFIREFIREFIREFIRE WM WM WM WM E SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSS SS SS SS SS SS SS SS SS 3P N 1 C 3PN1C COM4 ~ 4 I N COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 1FN2C 1FN2C COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 6PN2C 6PN2C 6PN2C GAS1 ~ 2 I N GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN 3P N 1 C 3P N 1 C GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 3PN1 C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C EL E C PN3C 9PN3C 9PN3C 9PN3C GA S 1 ~ 2 I N GA S 1 ~ 2 I N 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3P N 1 C 3P N 1 C 3P N 1 C 1FN2C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2 C 3PN1C 3PN1C 3P N 1 C 1F N 2 C GA S 1 ~ 4 I N GA S 1 ~ 4 I N CO M 2 ~ 4 I N 3P N 1 C COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 2FN4C 6P N 2 C CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N GA S 1 ~ 2 I N GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GA S 1 ~ 2 I N GA S 1 ~ CO M 2 ~ 2 I N GA S 1 ~ 2 I N 3P N 1 C EL E C EL E C GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N N. C O M P A S S WA Y (P R I V A T E ) POINTEBOULEVARD (PRIVATE) RADIANT DRIVE (PRIVATE) MERIDIAN DRIVE(PRIVATE) RADIANT DRIVE (PRIVATE) MERIDIAN DRIVE(PRIVATE)DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C DE M O L I T I O N A N D ER O S I O N C O N T R O L PL A N C-200 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH NOTES: 1. CONTRACTOR IS REQUIRED TO OBTAIN ALL DEMOLITION PERMITS. 2. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING AIRBORNE DUST AND POLLUTANTS BY USING WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. CONTRACTOR SHALL ENSURE THAT EXCESSIVE DUST IS NOT TRANSPORTED BEYOND THE LIMITS OF CONSTRUCTION IN POPULATED AREAS. 3. CONTRACTOR TO USE CARE IN HANDLING DEBRIS FROM SITE TO ENSURE THE SAFETY OF THE PUBLIC. HAUL ROUTE TO BE CLOSELY MONITORED FOR DEBRIS OR MATERIALS TRACKED ONTO ADJOINING ROADWAYS, SIDEWALKS, ETC. ROADWAYS AND WALKWAYS TO BE CLEARED DAILY OR AS NECESSARY TO MAINTAIN PUBLIC SAFETY. 4. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. SEQUENCE OF CONSTRUCTION UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THIS EROSION CONTROL PLAN AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. PHASE 1: 1. CONSTRUCT CONSTRUCTION ENTRANCE (1) AND INSTALL SILT FENCE AND SILT DIKES. 2. INSTALL INLET PROTECTION AT EXISTING INLET(S). 3. INSTALL AND STABILIZE ANY NECESSARY HYDRAULIC CONTROL STRUCTURES (DIKES, CHECK DAMS, OUTLET TRAPS, RISER PIPE DISCHARGE POINT, ETC.) 4. PREPARE CLEARING AND GRUBBING AND DEMOLITION OF THE SITE. HALT ALL ACTIVITIES AND CONTACT THE CONSULTANT TO PERFORM INSPECTION AND CERTIFICATION OF BMPS. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE-CONSTRUCTION MEETING WITH CONSULTANT AND ALL GROUND-DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. PHASE 2: 5. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 6. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 7. TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE OR AS REQUIRED BY GENERIC PERMIT. CONTRACTOR TO BE RESPONSIBLE FOR OBTAINING ALL DEWATERING PERMITS NECESSARY FOR CONSTRUCTION MAINTENANCE ALL MEASURES STATED ON THIS EROSION CONTROL PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. 4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. LEGEND SILT FENCE SILT DIKE LIMITS OF DISTURBANCE (3.60 AC) INLET PROTECTION ASPHALT TO BE REMOVED ROADWAY PAVERS TO BE REMOVED SHEET C-201 - DEMOLITION AND EROSION CONTROL PLAN SHEET C-202 - DEMOLITION AND EROSION CONTROL PLAN SHEET C-203 - DEMOLITION AND EROSION CONTROL PLAN SHEET C-204 - DEMOLITION AND EROSION CONTROL PLAN GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:02:22-04'00' WM WM WM WM WM WM WM WM WM WM FIRE WM WM WM WM WM WM WM WM WM FIRE FIRE FIRE FIRE FIRE FIRE FIREFIREFIREFIREFIREFIRE SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OM4~4 I N COM4 ~ 4 I N COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN GAS1 ~ 2 I N GAS1~ 2 I N GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN G 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 3PN1 C 3PN1 C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN EL E C EL E C GA S 1 ~ 2 I N GA S 1 ~ 2 I N 6P N 2 C 1FN2 C CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N TEL TEL POINTEBOULEVARD(PRIVATE) RADIANT DRIVE(PRIVATE) DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C DE M O L I T I O N A N D ER O S I O N C O N T R O L PL A N C-201 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH MA T C H L I N E ( S E E S H E E T C - 2 0 2 ) MATCHLINE (SEE SHEET C-203) LEGEND SILT FENCE SILT DIKE LIMITS OF DISTURBANCE (3.60 AC) INLET PROTECTION ASPHALT TO BE REMOVED ROADWAY PAVERS TO BE REMOVED GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:02:34-04'00' FI R E FI R E FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE WM WM WM WM WM WM WM WM WM WM FI R E FI R E FI R E FI R E FI R E FI R E WM WM WM WM WM WM WM WM WM WM WM FI R E FI R E FIRE FIRE FIRE FIRE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSS COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 6PN2 C 6PN2C 6PN2C 6PN2C 6PN2C 6PN2C GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN 3P N 1 C 3P N 1 C 3P N 1 C 1FN2C 1FN2C 1FN2C 3PN1C 3PN1C 3PN1C 3PN1C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 1F N 2 C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 3P N 1 C CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN CO M 4 ~ 4 I N TEL TEL 3P N 1 C EL E C EL E C EL E C EL E C GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N RADIANT DRIVE(PRIVATE) DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C DE M O L I T I O N A N D ER O S I O N C O N T R O L PL A N C-202 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH MA T C H L I N E ( S E E S H E E T C - 2 0 1 ) MATCHLINE (SEE SHEET C-204) LEGEND SILT FENCE SILT DIKE LIMITS OF DISTURBANCE (3.60 AC) INLET PROTECTION ASPHALT TO BE REMOVED ROADWAY PAVERS TO BE REMOVED GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:02:45-04'00' WM WM WM WM WM WM WM WM WM WM FIRE FIRE FIRE FIRE FI R E FI R E FI R E FIRE FIRE WM WM WM WM WM WM WM WM WM WM WM FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE WM WM WM WM WM WM IRE S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN 2FN 4 C 9PN3C 9PN3C 9PN3C 9PN3C 9PN3C 9PN3C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 3P N 1 C 2FN4C 6P N 2 C 6P N 2 C GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N TEL TEL 3P N 1 C MERIDIAN DRIVE (PRIVATE) DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C DE M O L I T I O N A N D ER O S I O N C O N T R O L PL A N C-203 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH MA T C H L I N E ( S E E S H E E T C - 2 0 4 ) MATCHLINE (SEE SHEET C-201) LEGEND SILT FENCE SILT DIKE LIMITS OF DISTURBANCE (3.60 AC) INLET PROTECTION ASPHALT TO BE REMOVED ROADWAY PAVERS TO BE REMOVED GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:02:57-04'00' FIRE FIRE WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM FIRE FI R E FI R E FI R E FI R E FI R E FI R E FI R E FI R E FI R E FI R E FI R E FIREFIREFIREFIREFIRE WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM FIRE FIRE FIRE FIRE FIRE FIRE FIRE FI IRE FIRE WM WM WM WM WM SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSS SS SS EL E C 3P N 1 C 3P N 1 C 3P N 1 C 3PN1C 3PN1C 3PN1C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 3P N 1 C 3P N 1 C 3P N 1 C GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 1FN2C 1FN2C 1FN2C 3P N 1 C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3P N 1 C 1F N 2 C 1F N 2 C 1F N 2 C GA S 1 ~ 4 I N GA S 1 ~ 4 I N GA S 1 ~ 4 I N CO M 2 ~ 4 I N CO M 2 ~ 4 I N CO M 2 ~ 4 I N 3P N 1 C 3P N 1 C COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 3P N 1 C 3P N 1 C GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N N. C O M P A S S WA Y (P R I V A T E ) MERIDIAN DRIVE (PRIVATE) DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C DE M O L I T I O N A N D ER O S I O N C O N T R O L PL A N C-204 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH MA T C H L I N E ( S E E S H E E T C - 2 0 3 ) MATCHLINE (SEE SHEET C-202) LEGEND SILT FENCE SILT DIKE LIMITS OF DISTURBANCE (3.60 AC) INLET PROTECTION ASPHALT TO BE REMOVED ROADWAY PAVERS TO BE REMOVED GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:03:14-04'00' DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C ER O S I O N C O N T R O L DE T A I L S C-210 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. SILT FENCE INSTALLATION N.T.S DANDY SACK TM INLET INSERT N.T.S SILT DIKE ON EXISTING PAVEMENT N.T.S A A RUMBLE PAD N.T.S GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:03:25-04'00' FIRE T BLDG. L2 30,952 SF (BUILDING COVERAGE) FFE 6.0 BLDG. M2 30,523 SF (BUILDING COVERAGE) FFE 6.0 N. C O M P A S S WA Y (P R I V A T E ) POINTEBOULEVARD (PRIVATE) RADIANT DRIVE (PRIVATE) MERIDIAN DRIVE(PRIVATE) RADIANT DRIVE (PRIVATE) MERIDIAN DRIVE(PRIVATE) ∆ ∆ ∆ ∆ ∆ ∆ DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C SI T E P L A N C-300 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . NORTH STIRLING ROAD OVERALL PLAN N.T.S. DEVELOPMENT BREAKDOWN USE DDG MAX. ALLOWED PLAT MAX. ALLOWED PHASE I PHASE II RESI A, B, C OFFICE PHASE IV DDG REMAINING PLAT REMAINING COMMERCIAL 950,000 SF 865,000 SF 329,455 SF 469,795 SF 0 0 51,077 SF 99,673 SF 14,673 SF OFFICE 1,000,000 SF 472,894 SF 0 0 0 472,894 SF 0 527,106 SF 0 SF HOTEL ROOMS 550 ROOMS 550 ROOMS 0 350 0 0 0 200 ROOMS 200 ROOMS RESIDENTIAL UNITS 1,400 UNITS 1,110 MID-RISE UNITS 0 0 800 0 265 335 UNITS 45 UNITS 0 HIGH RISE UNITS 0 0 0 0 0 0 0 UNITS BLOCK SUMMARY PREVIOUSLY THIS APPLICATION APPROVED BLOCK I: COMMERCIAL 146,563 SF OFFICE 0 SF BLOCK II: COMMERCIAL 177,501 SF OFFICE 0 SF BLOCK III: COMMERCIAL 241,951 SF OFFICE 0 SF BLOCK IV: COMMERCIAL 79,156 SF 25,538 SF RESIDENTIAL 264 UNITS 138 UNITS OFFICE 0 BLOCK V: COMMERCIAL 65,215 SF 25,538 SF RESIDENTIAL 0 127 UNITS OFFICE 0 BLOCK VI: COMMERCIAL 61,624 SF OFFICE 0 BLOCK VII: COMMERCIAL 0 RESIDENTIAL 0 OFFICE 472,894 SF BLOCK VIII: COMMERCIAL 0 RESIDENTIAL 536 UNITS OFFICE 0 BLOCK IX: COMMERCIAL 21,225 SF RESIDENTIAL 0 HOTEL 350 ROOMS OFFICE 0 SITE DATA LOCATION: SECTION 33, TOWNSHIP 50 S, RANGE 42 E ADDRESS:NW CORNER OF STIRLING RD & BRYAN RD DANIA BEACH, FLORIDA 33004 EXISTING ZONING: PMUD LAND USE: REGIONAL ACTIVITY CENTER (RAC) SITE WORK AREA:130,904 SF 3.00 AC SITE WORK AREA COVERAGE 130,904 SF 3.00 AC 100.00% BUILDING COVERAGE AREA 61,475 SF 1.41 AC 47.00% IMPERVIOUS AREA 59,980 SF 1.37 AC 45.67% PERVIOUS AREA 9,449 SF 0.22 AC 7.33% BUILDING HEIGHT: 8 STORIES (135 FEET) ALLOWED 8 STORIES (100 FEET) PROPOSED PARKING REQUIRED NEW COMMERCIAL: 4 SPACE PER 1000 SF = ((4 SP/1000 SF) 51,007 SF) = 205 SPACES RESIDENTIAL (STUDIO AND 1 BDR): ((1 SPACE PER UNIT) 159 UNITS) = 159 SPACES RESIDENTIAL (2 OR MORE BDR): ((1.5 SPACES PER UNIT) 106 UNITS) = 159 SPACES TOTAL PARKING REQUIRED = 523 SPACES 16 ADDITIONAL PARKING STALLS ARE BEING ADDED AS PART OF THIS APPLICATION, INCLUDING 4 ACCESSIBLE PARKING STALLS SHEET C-301 - SITE, SIGNING AND MARKING PLAN SHEET C-302 - SITE, SIGNING AND MARKING PLAN SHEET C-303 - SITE, SIGNING AND MARKING PLAN SHEET C-304 - SITE, SIGNING AND MARKING PLAN TOTAL DANIA POINTE LOT COVERAGE COVERAGE TABLE 4,444,235 SF 102.03 AC 100.00% BUILDING COVERAGE 1,272,894 SF 29.22 AC 28.64% IMPERVIOUS AREA 2,367,094 SF 54.34 AC 53.26% PERVIOUS AREA 583,501 SF 13.40 AC 13.13% POND AREA 220,746 SF 5.07 AC 4.97% DANIA POINTE NET AREA= 4,444,235 SF (102.03 AC) DANIA POINTE GROSS AREA = 4,941,078 SF (113.43 AC) DANIA POINTE NET DENSITY = 1065 UNITS/102.03 AC = 10.44 DU/AC DANIA POINTE GROSS DENSITY = 1065 UNITS/113.43 AC = 9.39 DU/AC PARCEL ID: 504233590021 ZONING: PMUD LAND USE: REGIONAL ACTIVITY CENTER PARCEL ID: 504233590022 ZONING: PMUD LAND USE: REGIONAL ACTIVITY CENTER PARCEL ID: 504233590081 ZONING: PMUD LAND USE: REGIONAL ACTIVITY CENTER 245 PHASE IV SECURED AND DEDICATED RESIDENTIAL PARKING SPACES ARE PROVIDED IN THE WAY POINTE PARKING GARAGE. THE REMAINDER OF THE RESIDENTIAL PARKING STALLS ARE PROVIDED AS PART OF THE EXISTING RESIDENTIAL PARKING OVERAGE IN THE SOUTH BEARING PARKING GARAGE. THE REMAINDER OF THE REQUIRED COMMERCIAL PARKING STALLS ARE PROVIDED THROUGHOUT DANIA POINTE. PARCEL ID: 504233590010 ZONING: PMUD LAND USE: REGIONAL ACTIVITY CENTER PARCEL ID: 504233590010 ZONING: PMUD LAND USE: REGIONAL ACTIVITY CENTER PARCEL ID: 504233590013 ZONING: PMUD LAND USE: REGIONAL ACTIVITY CENTER PARCEL ID: 504233590010 ZONING: PMUD LAND USE: REGIONAL ACTIVITY CENTER PARCEL ID: 504233590010 ZONING: PMUD LAND USE: REGIONAL ACTIVITY CENTER USGBC LEED CERTIFICATION WILL BE MET VIA: x LOCATION AND TRANSPORTATIONxSUSTAINABLE SITES x WATER EFFICIENCYxENERGY AND ATMOSPHERExMATERIALS AND RESOURCES x INDOOR ENVIRONMENTAL QUALITYxINTEGRATIVE PROCESS x INNOVATION x REGIONAL PRIORITY CREDITS 1034.6 3 ' 1150. 2 4 ' 12 3 3 . 2 2 ' 10 2 8 . 5 1 ' 20 1 . 5 3 ' 20 1 . 5 3 ' GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:03:40-04'00' BLDG. M2 30,523 SF (BUILDING COVERAGE) FFE 6.0 POINTEBOULEVARD(PRIVATE) RADIANT DRIVE(PRIVATE) 30' 18'9' 12' 18'12' 5' A C E G H H H I I I I I 9.6' 5.66' R5' J K L MMMMMMMM M M M M M M M M M M N N N NNNN N O P Q Q S S S 6 4 S R G 1,182 SF A 27.27'6'6' V 45.41' R3' W 12.93' R2'R5'R3' R10' KNOX BOX 12'X40' LOADING AREA X X X DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C SI T E , S I G N I N G A N D MA R K I N G P L A N C-301 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . NORTH D E EXISTING SIGNAGE RELOCATED FIRE HYDRANT ACCESSIBLE CURB RAMP (TYP.) LEGEND A B PROPERTY LINE C MAIL ROOM LOCATED IN BUILDING L2 LOBBY (N/A THIS SHEET) F EXISTING FIRE HYDRANT G TRASH COLLECTION AREA H NO PARKING - FIRE LANE SIGN (R53) I SIDEWALK (REFER TO HARDSCAPE PLANS FOR SIDEWALK TREATMENT) J RAISED CROSSWALK (REFER TO DETAIL ON SHEET C-510) K EXISTING SIDEWALK L ACCESSIBLE PARKING SPACE AND SIGN (TYP. OF 6) M DOOR LOCATION N BUILDING OVERHANG O FIRE DEPARTMENT CONNECTION P LIMITS OF OUTDOOR SEATING AREA (AREA SHOWN IN PLAN) Q GARAGE CONNECTION BRIDGE R EXISTING FIRE ACCESS ONLY S SEAT WALL (REFER TO HARDSCAPE PLANS FOR DETAIL) MA T C H L I N E ( S E E S H E E T C - 3 0 2 ) MATCHLINE (SEE SHEET C-303) T RIDE SHARE DROP OFF LOCATION (N/A THIS SHEET) U STOP SIGN (N/A THIS SHEET) V YIELD TO PEDESTRIANS SIGN SIGNAGE/MARKING LEGEND PARKING BY DISABLED PERMIT ONLY $ 250 FINE F.S. 318.18 30"X30" STOP SIGN (R1-1) 12"X18" ACCESSIBLE PARKING SIGN (FTP-20-06) 6"X12" ACCESSIBLE PARKING PENALTY SIGN (FTP-22-06) 36"X36" YIELD HERE TO PEDESTRIANS SIGN (R1-5L/R) BICYCLE LANE W WHEEL STOP (TYP)(SEE DETAIL SHEET C-510) X TRASH AND RECYCLING RECEPTACLE GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:03:53-04'00' RADIANT DRIVE(PRIVATE) 18' 12' 5' 9' C E I I I I 8.5' 23' 6.83' 6.55' 8' 11'11' 8'8' 36' R3' R3' J J K L M M N N N P S 11 2 1,420 SF N 6' 6' T V U U C C W ∆ ∆ ∆ R20' R3' R15' 8'8' 15.8' 4' 12' 6' 12'6' 12' 11' 4'16'16' 15'X15' SIGHT TRIANGLE 15'X15' SIGHT TRIANGLE X X DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C SI T E , S I G N I N G A N D MA R K I N G P L A N C-302 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . NORTH D E EXISTING SIGNAGE RELOCATED FIRE HYDRANT ACCESSIBLE CURB RAMP (TYP.) LEGEND A B PROPERTY LINE C MAIL ROOM LOCATED IN BUILDING L2 LOBBY (N/A THIS SHEET) F EXISTING FIRE HYDRANT G TRASH COLLECTION AREA (N/A THIS SHEET) H NO PARKING - FIRE LANE SIGN (R53) I SIDEWALK (REFER TO HARDSCAPE PLANS FOR SIDEWALK TREATMENT) J RAISED CROSSWALK (REFER TO DETAIL ON SHEET C-510) K EXISTING SIDEWALK L ACCESSIBLE PARKING SPACE AND SIGN (TYP. OF 6) M DOOR LOCATION N BUILDING OVERHANG O FIRE DEPARTMENT CONNECTION P LIMITS OF OUTDOOR SEATING AREA (AREA SHOWN IN PLAN) Q GARAGE CONNECTION BRIDGE (N/A THIS SHEET) R EXISTING FIRE ACCESS ONLY (N/A THIS SHEET) S SEAT WALL (REFER TO HARDSCAPE PLANS FOR DETAIL) MA T C H L I N E ( S E E S H E E T C - 3 0 1 ) MATCHLINE (SEE SHEET C-304) T RIDE SHARE DROP OFF LOCATION U STOP SIGN V YIELD TO PEDESTRIANS SIGN SIGNAGE/MARKING LEGEND PARKING BY DISABLED PERMIT ONLY $ 250 FINE F.S. 318.18 30"X30" STOP SIGN (R1-1) 12"X18" ACCESSIBLE PARKING SIGN (FTP-20-06) 6"X12" ACCESSIBLE PARKING PENALTY SIGN (FTP-22-06) 36"X36" YIELD HERE TO PEDESTRIANS SIGN (R1-5L/R) BICYCLE LANE W WHEEL STOP (TYP)(SEE DETAIL SHEET C-510) X TRASH AND RECYCLING RECEPTACLE GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:04:05-04'00' BLDG. L2 30,952 SF (BUILDING COVERAGE) FFE 6.0 MERIDIAN DRIVE (PRIVATE) 30' 18' 12' 5' A B C D E G HHH H I I I I I 18' 9' 12.5' 9.82' R5'R5'K K L MMMMM M M M M M M M M M M M NNNN N N N O P S 459' S 1,085 SF G V W R3'R2' R3' R3' 12' 27.27'6'6' KNOX BOX 12'X40' LOADING AREA X X X DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C SI T E , S I G N I N G A N D MA R K I N G P L A N C-303 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . NORTH D E EXISTING SIGNAGE RELOCATED FIRE HYDRANT ACCESSIBLE CURB RAMP (TYP.) LEGEND A B PROPERTY LINE C MAIL ROOM LOCATED IN BUILDING L2 LOBBY F EXISTING FIRE HYDRANT G TRASH COLLECTION AREA H NO PARKING - FIRE LANE SIGN (R53) I SIDEWALK (REFER TO HARDSCAPE PLANS FOR SIDEWALK TREATMENT) J RAISED CROSSWALK (REFER TO DETAIL ON SHEET C-510) K EXISTING SIDEWALK L ACCESSIBLE PARKING SPACE AND SIGN (TYP. OF 6) M DOOR LOCATION N BUILDING OVERHANG O FIRE DEPARTMENT CONNECTION P LIMITS OF OUTDOOR SEATING AREA Q GARAGE CONNECTION BRIDGE R EXISTING FIRE ACCESS ONLY S SEAT WALL (REFER TO HARDSCAPE PLANS FOR DETAIL) MA T C H L I N E ( S E E S H E E T C - 3 0 4 ) MATCHLINE (SEE SHEET C-301) T RIDE SHARE DROP OFF LOCATION (N/A THIS SHEET) U STOP SIGN (N/A THIS SHEET) V YIELD TO PEDESTRIANS SIGN SIGNAGE/MARKING LEGEND PARKING BY DISABLED PERMIT ONLY $ 250 FINE F.S. 318.18 30"X30" STOP SIGN (R1-1) 12"X18" ACCESSIBLE PARKING SIGN (FTP-20-06) 6"X12" ACCESSIBLE PARKING PENALTY SIGN (FTP-22-06) 36"X36" YIELD HERE TO PEDESTRIANS SIGN (R1-5L/R) BICYCLE LANE W WHEEL STOP (TYP)(SEE DETAIL SHEET C-510) X TRASH AND RECYCLING RECEPTACLE GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:04:17-04'00' N. C O M P A S S WA Y (P R I V A T E ) MERIDIAN DRIVE (PRIVATE) 18' 12' 5' 9' C C F I I I I I 36' 8.5' 23' 6.85' 12' 8' 13.66' 8'8' R3' R3' J K L M M M N P S 112 J 1,563 SF 6'12'6' 6' J 6'T V U W ∆ ∆ ∆ R20' R3' R15' 8'8' 16.64' 12' 12' 4'16'16' 15'X15' SIGHT TRIANGLE 15'X15' SIGHT TRIANGLE X X DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C SI T E , S I G N I N G A N D MA R K I N G P L A N C-304 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . NORTH MA T C H L I N E ( S E E S H E E T C - 3 0 3 ) MATCHLINE (SEE SHEET C-302) D E EXISTING SIGNAGE RELOCATED FIRE HYDRANT ACCESSIBLE CURB RAMP (TYP.) LEGEND A B PROPERTY LINE C MAIL ROOM LOCATED IN BUILDING L2 LOBBY (N/A THIS SHEET) F EXISTING FIRE HYDRANT G TRASH COLLECTION AREA (N/A THIS SHEET) H NO PARKING - FIRE LANE SIGN (R53) I SIDEWALK (REFER TO HARDSCAPE PLANS FOR SIDEWALK TREATMENT) J RAISED CROSSWALK (REFER TO DETAIL ON SHEET C-510) K EXISTING SIDEWALK L ACCESSIBLE PARKING SPACE AND SIGN (TYP. OF 6) M DOOR LOCATION N BUILDING OVERHANG O FIRE DEPARTMENT CONNECTION P LIMITS OF OUTDOOR SEATING AREA (AREA SHOWN IN PLAN) Q GARAGE CONNECTION BRIDGE (N/A THIS SHEET) R EXISTING FIRE ACCESS ONLY (N/A THIS SHEET) S SEAT WALL (REFER TO HARDSCAPE PLANS FOR DETAIL) T RIDE SHARE DROP OFF LOCATION U STOP SIGN V YIELD TO PEDESTRIANS SIGN SIGNAGE/MARKING LEGEND PARKING BY DISABLED PERMIT ONLY $ 250 FINE F.S. 318.18 30"X30" STOP SIGN (R1-1) 12"X18" ACCESSIBLE PARKING SIGN (FTP-20-06) 6"X12" ACCESSIBLE PARKING PENALTY SIGN (FTP-22-06) 36"X36" YIELD HERE TO PEDESTRIANS SIGN (R1-5L/R) BICYCLE LANE W WHEEL STOP (TYP)(SEE DETAIL SHEET C-510) X TRASH AND RECYCLING RECEPTACLE GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:04:29-04'00' FIRE FIRE FIRE FIRE FIREWMWMWMWMWMWM WM FIREWM FIRE WM GAS1~4IN GAS1~4IN BLDG. L2 30,952 SF (BUILDING COVERAGE) FFE 6.0 BLDG. M2 30,523 SF (BUILDING COVERAGE) FFE 6.0 SS SS WM FIRE FIRE FI R E FIRE FIRE FIRE FIRE WM WM WM WM WM WM WM WM WM M WM WM WM WM WM FI R E FI R E FIRE FIRE FI R E FI R E FI R E FI R E FI R E FIREFIRE WM WM WM WM WM WM WM WM WM WM FIRE WM FI R E WM WM WM WM FI R E WM WM WM WM WM FIRE FIRE FIRE FIREFIREFIREFIREFIRE WM WM WM WM SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSS SS SS SS SS SS SS SS SS 3PN1C OM4~ 4 I N COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 1FN2C 1FN2C COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 6PN2C 6PN2C 6PN2C GAS1 ~ 2 I N GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 3PN1 C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C EL E C N3C 9PN3C 9PN3C 9PN3C GA S 1 ~ 2 I N GA S 1 ~ 2 I N 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3P N 1 C 3P N 1 C 3P N 1 C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2 C 3PN1C 3PN1C 3P N 1 C 1F N 2 C GA S 1 ~ 4 I N GA S 1 ~ 4 I N CO M 2 ~ 4 I N 3P N 1 C COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 2FN4C 6P N 2 C CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N GA S 1 ~ 2 I N GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GA S 1 ~ 2 I N GA S 1 GA S 1 ~ 2 I N 3P N 1 C EL E C EL E C GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N N. C O M P A S S WA Y (P R I V A T E ) POINTEBOULEVARD (PRIVATE) RADIANT DRIVE(PRIVATE) MERIDIAN DRIVE (PRIVATE) RADIANT DRIVE (PRIVATE) MERIDIAN DRIVE(PRIVATE)DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C PA V I N G , G R A D I N G AN D D R A I N A G E P L A N C-500 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH NOTES: 1. CONTRACTOR TO VERIFY ALL EXISTING UTILITY RINGS AND COVERS ON SITE ARE HEAVY DUTY TRAFFIC RATED. CONTRACTOR TO REPLACE DEFICIENT RINGS AND COVERS WITH HEAVY DUTY TRAFFIC RATED RINGS AND COVERS. CONTRACTOR TO ADJUST RIM ELEVATIONS OF ANY UTILITIES THAT CHANGE IN ELEVATION DURING CONSTRUCTION. ALL EXISTING COVERS TO REMAIN SHALL BE ADJUSTED TO FINAL GRADE. 2. ALL CLEANOUT COVERS SHOULD BE RATED FOR HEAVY DUTY TRAFFIC. 3. ALL EXISTING PAVEMENT AND CONCRETE TO BE JOINED SHALL BE SAWCUT. 4. ACCESSIBLE SIDEWALKS AND CROSSWALKS SHALL NOT EXCEED 2% CROSS SLOPE NOR 5% LONGITUDINALLY. GRADES IN ACCESSIBLE PARKING SPACES SHALL NOT EXCEED 2% IN ANY DIRECTION. IN CASES OF SIDEWALK LANDINGS AT BUILDING ENTRANCES, GRADES SHALL NOT EXCEED 2% IN ANY DIRECTION. ACCESSIBLE CURB RAMPS SHALL NOT EXCEED 6' IN LENGTH AND 1:12 SLOPE. LANDINGS AT CHANGES IN DIRECTION SHALL BE MINIMUM 60"x60" AND SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION. 5. ROOF DRAIN CONNECTIONS TO DRAINAGE PIPE SHALL BE AS FOLLOWS: A. FOR ADS N-12 CORRUGATED POLYETHYLENE DRAINAGE PIPE USE ADS DUAL WALL FABRICATED REDUCING SADDLE TEE 4"-24" DIAMETER. B. FOR RCP DRAINAGE PIPE MAKE CONNECTION PER FDOT INDEX 280,CONCRETE COLLAR FOR JOINING MAINLINE PIPE AND STUB PIPE DETAIL C. NOTIFY CONSULTANT FOR CONNECTION METHOD TO STEEL PIPE. 6. ALL CONCRETE SHALL BE A MINIMUM OF 3,000 PSI AT 28 DAYS WITH FIBERMESH REINFORCEMENT. 7. STORM DRAIN PIPE SHALL BE AS FOLLOWS: A. RCP CLASS III PER ASTM C-76 B. ALUMINIZED STEEL TYPE 2 ULTRA FLO 48" AND SMALLER SHALL BE 3/4"x3/4"x7-1/2" CORRUGATION 16 GA WITH A MINIMUM THICKNESS OF 0.064" 54" AND LARGER SHALL BE 3/4"x3/4"x7-1/2" CORRUGATION 14 GA WITH A MINIMUM THICKNESS OF 0.079" C. CORRUGATED POLYETHYLENE PIPE PER AASHTO M294 JOINTS SHALL BE WATER TIGHT D. ANY STORM PIPE USED MUST BE APPROVED BY LOCAL AUTHORITIES. CONTRACTOR SHALL SELECT THE MOST ECONOMICAL PRODUCT. 8. CONTRACTOR TO REPLACE ANY SIDEWALK AND EXISTING PAVERS DAMAGED DURING CONSTRUCTION. 9. SPOT ELEVATIONS ARE AT FACE OF CURB UNLESS OTHERWISE NOTED. BR Y A N R O A D STIRLING ROAD OVERALL PLAN N.T.S. SHEET C-501 - PAVING, GRADING AND DRAINAGE PLAN SHEET C-502 - PAVING, GRADING AND DRAINAGE PLAN SHEET C-503 - PAVING, GRADING AND DRAINAGE PLAN SHEET C-504 - PAVING, GRADING AND DRAINAGE PLAN GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:04:39-04'00' FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE WM WM WM WM WM WM WM WM WM WM WM FIRE FIRE WM WM WM FIRE FIRE WM WM WM SS WM WM FI R E BLDG. M2 30,523 SF (BUILDING COVERAGE) FFE 6.0 SSSS WM WM E WM SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSS IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN G 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN EL E C EL E C GA S 1 ~ 2 I N GA S 1 ~ 2 I N CO M 2 ~ 2 I N TEL TEL POINTEBOULEVARD(PRIVATE) RADIANT DRIVE(PRIVATE) EX. D-865 RIM=5.72± INV(W)=-2.60± INV(NE)=-1.99± INV(S)=0.74± A CONNECT TO EXISTING 12" STORM DRAINAGE B C C C C C D D E N G G HH I I I I J J K K L L O LIMITS OF DISTURBANCE EX. D-1619 RIM=5.07± INV(E)=0.28± INV(SW)=-2.01± EX. SD-8 RIM=5.22± INV(N,SE)=0.50± EX. SD-12 RIM=4.61± INV(NW,NE,SW)=-2.00± EX. D-836 RIM=4.80± INV(W)=0.25± INV(E)=-1.30± EX. D-835 RIM=4.70± INV(W)=0.50± INV(E)=0.25± EX. D-834 RIM=4.50± INV(W)=0.50± INV(E)=0.50± INV(S)=1.00± INV(N)=0.75± BUILDING COLUMN (TYP.) TREE GRATE (TYP.) DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C PA V I N G , G R A D I N G AN D D R A I N A G E P L A N C-501 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH MA T C H L I N E ( S E E S H E E T C - 5 0 2 ) MATCHLINE (SEE SHEET C-503) ACCESSIBLE RAMP (TYP.) A B PROPERTY LINE FDOT TYPE "D" CURBD F LEGEND C G H SIDEWALK (REFER TO HARDSCAPE PLANS FOR TREATMENT) I J K TIE TO EXISTING SIDEWALK L M EXISTING SIDEWALK STANDARD DUTY PAVEMENT EXISTING STORM DRAINAGE EXISTING WET UTILITY TIE TO EXISTING CURB SAWCUT & TIE INTO EXISTING PAVEMENT E EXISTING PAVEMENT N HEAVY DUTY ASPHALT O RAISED CROSSWALK EXISTING FIRE ACCESS ONLY P YARD DRAIN GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:04:49-04'00' FIRE FIRE FIRE WM WM WM WM WM FI R E FI R E FI R E FI R E FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE WM WM WM WM WM FI R E FI R E FI R E FI R E FI R E FI R E WM WM WM WM WM WM WM WM WM WM WM FI R E FI R E FI R E FIRE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSS COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 6PN2 C 6PN2C 6PN2C 6PN2C 6PN2C 6PN2C GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN 1FN2C 1FN2C 1FN2C 3PN1C 3PN1C 3PN1C 3P N 1 C 1F N 2 C 1FN2 C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN CO M 2 ~ CO M 4 ~ 4 I N TEL TEL GA S 1 ~ 2 I N 3P N 1 C EL E C EL E C EL E C EL E C GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N RADIANT DRIVE(PRIVATE) EX. D-908 RIM=5.74± INV(S)=-1.85± INV(N)=-1.83± INV(E)=-1.24± INV(W)=-1.20± CONNECT TO EXISTING 12" STORM DRAINAGE B 18" STORM DRAINAGE EX. D-1620 RIM=4.53± INV(W)=0.27± INV(S)=-1.74± INV(SE)=-2.34 REPLACE CURB INLET TOP WITH GRATE INLET TOP C C C C D D F G I I K L M O O EXISTING DRAINAGE WELL TO BE PROTECTED. MANHOLE RIMS TO BE ADJUSTED TO PROPOSED GRADE EXISTING DRAINAGE WELL TO BE PROTECTED. MANHOLE RIMS TO BE ADJUSTED TO PROPOSED GRADE 12" STORM DRAINAGE 12" STORM DRAINAGE P P P B C LIMITS OF DISTURBANCE ADD WEIR TO EXISTING DRAINAGE STRUCTURE EX. D-931 RIM=4.96± INV(N)=-0.50± INV(S)=-6.90± INV(E)=-0.90± B P EX. D-929 RIM=5.30 INV(S)=-0.85± INV(N)=-0.85± INV(W)=-1.30± INV(E)=0.25± BUILDING COLUMN (TYP.) EX. D-1623 RIM=5.17± INV(W)=-0.30± INV(E)=-0.30± DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C PA V I N G , G R A D I N G AN D D R A I N A G E P L A N C-502 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH MA T C H L I N E ( S E E S H E E T C - 5 0 1 ) MATCHLINE (SEE SHEET C-504) ACCESSIBLE RAMP (TYP.) A B PROPERTY LINE FDOT TYPE "D" CURBD F LEGEND C G H SIDEWALK (REFER TO HARDSCAPE PLANS FOR TREATMENT) I J K TIE TO EXISTING SIDEWALK L M EXISTING SIDEWALK STANDARD DUTY PAVEMENT EXISTING STORM DRAINAGE EXISTING WET UTILITY TIE TO EXISTING CURB SAWCUT & TIE INTO EXISTING PAVEMENT E EXISTING PAVEMENT N HEAVY DUTY ASPHALT O RAISED CROSSWALK EXISTING FIRE ACCESS ONLY P YARD DRAIN GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:05:01-04'00' GAS1 ~ 4 I SS BLDG. L2 30,952 SF (BUILDING COVERAGE) FFE 6.0 SSSSSS WM WM WM WM WM WM WM WM WM WM WM WM WM FIRE FIRE FIRE FIRE FI R E FI R E FIRE FIRE WM WM WM WM WM WM WM WM WM WM FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE WM WM WM WM WM WM IRE S SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSS COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN 2FN 4 C 9PN3C 9PN3C 9PN3C 9PN3C 9PN3C 9PN3C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 3P N 1 C 2FN4C 6P N 2 C 6P N 2 C GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N TEL TEL 3P N 1 C MERIDIAN DRIVE (PRIVATE) EX. D-817 RIM=4.40± INV(W)=-0.90± INV(E)=-0.88± INV(S)=-0.45± EX. D-819 RIM=4.40± INV(W)=-0.75± INV(E)=-5.15± INV(N)=-0.74± A B CC C C C D D E E F G G H H IJKCONNECT TO EXISTING INLET INV=0.00 CROSSING SAN INV=-4.00± STRM INV=0.00 D L LIMITS OF DISTURBANCE BUILDING COLUMN (TYP.) TREE GRATE (TYP.) DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C PA V I N G , G R A D I N G AN D D R A I N A G E P L A N C-503 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH MA T C H L I N E ( S E E S H E E T C - 5 0 4 ) MATCHLINE (SEE SHEET C-501) ACCESSIBLE RAMP (TYP.) A B PROPERTY LINE FDOT TYPE "D" CURBD F LEGEND C G H SIDEWALK (REFER TO HARDSCAPE PLANS FOR TREATMENT) I J K TIE TO EXISTING SIDEWALK L M EXISTING SIDEWALK STANDARD DUTY PAVEMENT EXISTING STORM DRAINAGE EXISTING WET UTILITY TIE TO EXISTING CURB SAWCUT & TIE INTO EXISTING PAVEMENT E EXISTING PAVEMENT N HEAVY DUTY ASPHALT O RAISED CROSSWALK EXISTING FIRE ACCESS ONLY P YARD DRAIN GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:05:11-04'00' GAS1 ~ 4 I N GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN FIRE FIRE FIRE WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM FIRE FI R E FI R E FI R E FI R E FI R E FI R E FI R E FI R E FI R E FI R E FI R E FIREFIREFIREFIREFIRE WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM FIRE FIRE FIRE FIRE FIRE FIRE FIRE FI IRE FIRE WM WM WM WM WM SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSS SS SS EL E C 3PN1C 3PN1C 3PN1C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 1FN2C 1FN2C 1FN2C 3P N 1 C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3P N 1 C 1F N 2 C 1F N 2 C 1F N 2 C GA S 1 ~ 4 I N GA S 1 ~ 4 I N GA S 1 ~ 4 I N CO M 2 ~ 4 I N CO M 2 ~ 4 I N CO M 2 ~ 4 I N 3P N 1 C 3P N 1 C COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 3P N 1 C 3P N 1 C GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N N. C O M P A S S WA Y (P R I V A T E ) MERIDIAN DRIVE (PRIVATE) B B C C D D E F G J K L M O O EXISTING DRAINAGE WELL TO BE PROTECTED. MANHOLE RIMS TO BE ADJUSTED TO PROPOSED GRADE EXISTING DRAINAGE WELL TO BE PROTECTED. MANHOLE RIMS TO BE ADJUSTED TO PROPOSED GRADE 12" STORM DRAINAGE 12" STORM DRAINAGE P P P C O LIMITS OF DISTURBANCE EX. D-908 RIM=5.56 INV(S)=-1.85± INV(N)=-1.85± INV(E)=-1.30± INV(W)=-1.30± EXISTING DRAINAGE WELL TO BE PROTECTED. MANHOLE RIMS TO BE ADJUSTED TO PROPOSED GRADE EX. D-920 RIM=5.04± INV(N)=-3.10± INV(E)=-3.00± INV(S)=-0.85± INV(W)=-5.20± EX. D-927 RIM=4.80± INV(N)=-0.85± INV(E)=-1.20± INV(S)=-3.10± BUILDING COLUMN (TYP.) DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C PA V I N G , G R A D I N G AN D D R A I N A G E P L A N C-504 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH MA T C H L I N E ( S E E S H E E T C - 5 0 3 ) MATCHLINE (SEE SHEET C-502) ACCESSIBLE RAMP (TYP.) A B PROPERTY LINE FDOT TYPE "D" CURBD F LEGEND C G H SIDEWALK (REFER TO HARDSCAPE PLANS FOR TREATMENT) I J K TIE TO EXISTING SIDEWALK L M EXISTING SIDEWALK STANDARD DUTY PAVEMENT EXISTING STORM DRAINAGE EXISTING WET UTILITY TIE TO EXISTING CURB SAWCUT & TIE INTO EXISTING PAVEMENT E EXISTING PAVEMENT N HEAVY DUTY ASPHALT O RAISED CROSSWALK EXISTING FIRE ACCESS ONLY P YARD DRAIN GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:05:20-04'00' DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C PA V I N G , G R A D I N G AN D D R A I N A G E DE T A I L S C-510 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. STANDARD DUTY ASPHALT N.T.S STANDARD DUTY CONCRETE N.T.S TYPE "D" CURB N.T.S SAW-CUT N.T.S ON-SITE ACCESSIBLE RAMPS N.T.S NOTES: 1. ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OF THESE PLANS SHALL COMPLY WITH CHAPTER 11 OF THE FLORIDA BUILDING CODE. 2. ACCESSIBLE ROUTE TO ACCESSIBLE SPACES, BUILDING ENTRANCES, AND PUBLIC STREETS SHALL NOT EXCEED 5% RUNNING SLOPE AND 2% CROSS SLOPE. 3. UNLESS OTHERWISE SHOWN ON THE PLANS, THE MINIMUM CLEAR ROUTE SHALL BE 36" WIDE WITH A 60" X 60" PASSING SPACE EVERY 200 FEET. 4. ACCESSIBLE ROUTES THROUGH PLANTERS SHALL BE LEVEL WITH THE SURROUNDING PAVEMENT OR PROVIDE CURB RAMPS AT EACH END WITH A MINIMUM 48" LEVEL LANDING IN BETWEEN. 5. THE ACCESSIBLE ROUTE IN FRONT OF PULL-IN PARKING SHALL BE A MINIMUM OF 44" WIDE AND NOT REDUCED BY VEHICLE OVERHANGS, CURBING, SIGN POSTS, OR OTHER OBSTRUCTIONS. 6. SPECIAL RAMP RULES APPLY FOR ANY RISE GREATER THAN 6" INCLUDING, BUT NOT LIMITED TO RESTRICTION ON SLOPE, TOTAL RISE BETWEEN LANDINGS AND USE OF HANDRAILS, PER F.B.C. 11-4.8. 7. PUBLIC SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLIC RIGHT-OF-WAY, IN ABSENCE OF LOCAL ROADWAY GUIDELINES, SHALL MEET THE REQUIREMENTS OF F.D.O.T. INDEX 304. 8. CHANGE IN LEVEL ALONG ACCESSIBLE ROUTE IS NOT TO EXCEED 12" WITHOUT A RAMP PER SECTION 11-4.3.8. HEAVY DUTY ASPHALT N.T.S 45° STALL STRIPING N.T.S PARKING STALL STRIPING N.T.S BIKE LANE STRIPING N.T.S SIGN BASE N.T.S CONCRETE SIDEWALK N.T.S CONCRETE WHEEL STOP N.T.S ON-SITE TRAFFIC FLOW ARROW N.T.S RAISED CROSSWALK DETAIL N.T.S HEAVY DUTY CONCRETE N.T.S NOTES: 1. ASPHALT RAMP FROM RAISED CROSSWALK DETAIL TO BE USED AT ENTRANCES TO RAISED INTERSECTION AT COMPASS AND POINTE BOULEVARD. PLEASE REFER TO SHEET L1.03 OF THE HARDSCAPE PLANS FOR THE TREATMENT WITHIN THE RAISED INTERSECTION. GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:05:34-04'00' FIRE FIRE FIRE FIRE FIREWMWMWMWMWMWM WM FIREWM FIRE WM GAS1~4IN GAS1~4IN BLDG. L2 30,952 SF (BUILDING COVERAGE) FFE 6.0 BLDG. M2 30,523 SF (BUILDING COVERAGE) FFE 6.0 SS SS WM FIRE FIRE FI R E FIRE FIRE FIRE FIRE WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM FI R E FI R E FIRE FIRE FI R E FI R E FI R E FI R E FI R E FIREFIRE WM WM WM WM WM WM WM WM WM WM FIRE WM FI R E WM WM WM WM FI R E WM WM WM WM WM FIRE FIRE FIRE FIREFIREFIREFIREFIRE WM WM WM WM E SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSS SS SS SS SS SS SS SS SS 3PN1C COM4 ~ 4 I N COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 1FN2C 1FN2C COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 6PN2C 6PN2C 6PN2C GAS1 ~ 2 I N GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 3PN1 C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C EL E C N3C 9PN3C 9PN3C 9PN3C GA S 1 ~ 2 I N GA S 1 ~ 2 I N 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3P N 1 C 3P N 1 C 3P N 1 C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2 C 3PN1C 3PN1C 3P N 1 C 1F N 2 C GA S 1 ~ 4 I N GA S 1 ~ 4 I N CO M 2 ~ 4 I N 3P N 1 C COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 2FN4C 6P N 2 C CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N GA S 1 ~ 2 I N GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GA S 1 ~ 2 I N GA S 1 ~ GA S 1 ~ 2 I N 3P N 1 C EL E C EL E C GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N N. C O M P A S S WA Y (P R I V A T E ) POINTEBOULEVARD (PRIVATE) RADIANT DRIVE (PRIVATE) MERIDIAN DRIVE(PRIVATE) RADIANT DRIVE (PRIVATE) MERIDIAN DRIVE(PRIVATE) UTILITY LEGEND FUTURE PROPERTY / RIGHT-OF-WAY LINE UTILITY EASEMENT WATER MAIN (WM) FIRE MAIN SANITARY SEWER MAIN SANITARY FORCE MAIN BURIED TELEPHONE BURIED ELECTRIC GAS MAIN DDCV WATER METER AND BFP FIRE HYDRANT FDC GREASE TRAP SEWER MANHOLE TRANSFORMER SWITCH CABINET POST INDICATOR VALVE DRAINAGE WELL LIGHT POLE SAMPLE POINT LIGHT POLE * EXISTING UTILITIES AND EASEMENTS ARE SHADED IN GREY DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C UT I L I T Y P L A N C-600 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH NOTES: 1. CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 2. THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF SUCH PRIOR TO THE START OF CONSTRUCTION. NO UNDERGROUND UTILITY LOCATE WAS PERFORMED IN PREPARATION OF THESE PLANS. 3. CONTRACTOR TO VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR TO REPLACE CURB, PAVEMENT, ETC. THAT ARE DISTURBED DURING CONSTRUCTION AND UTILITY TIE-INS. 5. PLANS SHALL COMPLY WITH ALL REQUIREMENTS OF THE FLORIDA FIRE PREVENTION CODE, 8TH EDITION (INCLUDING NFPA 1 AND NFPA 101 2021 EDITIONS AS AMENDED) AND THE BROWARD COUNTY AMENDMENTS TO THE FLORIDA FIRE PREVENTION CODE, ADOPTED ON JANUARY 11, 2024. SHEET C-601 - UTILITY PLAN SHEET C-602 - UTILITY PLAN SHEET C-603 - UTILITY PLAN SHEET C-604 - UTILITY PLAN GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:05:45-04'00' FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE WM WM WM WM WM WM WM WM WM WM WM FIRE FIRE WM WM WM FIRE FIRE WM WM WM SS WM WM FI R E BLDG. M2 30,523 SF (BUILDING COVERAGE) FFE 6.0 SSSS WM WM E WM SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSS IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN G 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN EL E C EL E C GA S 1 ~ 2 I N GA S 1 ~ 2 I N CO M 2 ~ 2 I N TEL TEL POINTEBOULEVARD(PRIVATE) RADIANT DRIVE(PRIVATE) UTILITY LEGEND FUTURE PROPERTY / RIGHT-OF-WAY LINE UTILITY EASEMENT WATER MAIN (WM) FIRE MAIN SANITARY SEWER MAIN SANITARY FORCE MAIN BURIED TELEPHONE BURIED ELECTRIC GAS MAIN DDCV WATER METER AND BFP FIRE HYDRANT FDC GREASE TRAP SEWER MANHOLE TRANSFORMER SWITCH CABINET POST INDICATOR VALVE DRAINAGE WELL LIGHT POLE SAMPLE POINT LIGHT POLE * EXISTING UTILITIES AND EASEMENTS ARE SHADED IN GREY DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C UT I L I T Y P L A N C-601 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH MA T C H L I N E ( S E E S H E E T C - 6 0 2 ) MATCHLINE (SEE SHEET C-603) GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:05:54-04'00' FIRE FIRE FIRE WM WM WM WM WM FI R E FI R E FI R E FI R E FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE WM WM WM WM WM FI R E FI R E FI R E FI R E FI R E FI R E WM WM WM WM WM WM WM WM WM WM WM FI R E FI R E FIRE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSS COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 6PN2 C 6PN2C 6PN2C 6PN2C 6PN2C 6PN2C GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN 1FN2C 1FN2C 1FN2C 3PN1C 3PN1C 3PN1C 3P N 1 C 1F N 2 C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN CO M 4 ~ 4 I N TEL TEL 3P N 1 C EL E C EL E C EL E C EL E C GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N RADIANT DRIVE(PRIVATE) UTILITY LEGEND FUTURE PROPERTY / RIGHT-OF-WAY LINE UTILITY EASEMENT WATER MAIN (WM) FIRE MAIN SANITARY SEWER MAIN SANITARY FORCE MAIN BURIED TELEPHONE BURIED ELECTRIC GAS MAIN DDCV WATER METER AND BFP FIRE HYDRANT FDC GREASE TRAP SEWER MANHOLE TRANSFORMER SWITCH CABINET POST INDICATOR VALVE DRAINAGE WELL LIGHT POLE SAMPLE POINT LIGHT POLE * EXISTING UTILITIES AND EASEMENTS ARE SHADED IN GREY DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C UT I L I T Y P L A N C-602 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH MA T C H L I N E ( S E E S H E E T C - 6 0 1 ) MATCHLINE (SEE SHEET C-604) GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:06:05-04'00' GAS1 ~ 4 I SS BLDG. L2 30,952 SF (BUILDING COVERAGE) FFE 6.0 SSSSSS WM WM WM WM WM WM WM WM WM WM WM WM WM FIRE FIRE FIRE FIRE FI R E FI R E FIRE FIRE WM WM WM WM WM WM WM WM WM WM FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE WM WM WM WM WM WM IRE S SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSS COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN 2FN 4 C 9PN3C 9PN3C 9PN3C 9PN3C 9PN3C 9PN3C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 3P N 1 C 2FN4C 6P N 2 C 6P N 2 C GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N TEL TEL 3P N 1 C MERIDIAN DRIVE (PRIVATE) UTILITY LEGEND FUTURE PROPERTY / RIGHT-OF-WAY LINE UTILITY EASEMENT WATER MAIN (WM) FIRE MAIN SANITARY SEWER MAIN SANITARY FORCE MAIN BURIED TELEPHONE BURIED ELECTRIC GAS MAIN DDCV WATER METER AND BFP FIRE HYDRANT FDC GREASE TRAP SEWER MANHOLE TRANSFORMER SWITCH CABINET POST INDICATOR VALVE DRAINAGE WELL LIGHT POLE SAMPLE POINT LIGHT POLE * EXISTING UTILITIES AND EASEMENTS ARE SHADED IN GREY DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C UT I L I T Y P L A N C-603 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH MA T C H L I N E ( S E E S H E E T C - 6 0 4 ) MATCHLINE (SEE SHEET C-601) GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:06:15-04'00' GAS1 ~ 4 I N GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN FIRE FIRE FIRE WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM FIRE FI R E FI R E FI R E FI R E FI R E FI R E FI R E FI R E FI R E FI R E FI R E FIREFIREFIREFIREFIRE WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM FIRE FIRE FIRE FIRE FIRE FIRE FIRE FI IRE FIRE WM WM WM WM WM SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSS SS SS EL E C 3PN1C 3PN1C 3PN1C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 1FN2C 1FN2C 1FN2C 3P N 1 C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3P N 1 C 1F N 2 C 1F N 2 C 1F N 2 C GA S 1 ~ 4 I N GA S 1 ~ 4 I N GA S 1 ~ 4 I N CO M 2 ~ 4 I N CO M 2 ~ 4 I N CO M 2 ~ 4 I N 3P N 1 C 3P N 1 C COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 3P N 1 C 3P N 1 C GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N N. C O M P A S S WA Y (P R I V A T E ) MERIDIAN DRIVE (PRIVATE) UTILITY LEGEND FUTURE PROPERTY / RIGHT-OF-WAY LINE UTILITY EASEMENT WATER MAIN (WM) FIRE MAIN SANITARY SEWER MAIN SANITARY FORCE MAIN BURIED TELEPHONE BURIED ELECTRIC GAS MAIN DDCV WATER METER AND BFP FIRE HYDRANT FDC GREASE TRAP SEWER MANHOLE TRANSFORMER SWITCH CABINET POST INDICATOR VALVE DRAINAGE WELL LIGHT POLE SAMPLE POINT LIGHT POLE * EXISTING UTILITIES AND EASEMENTS ARE SHADED IN GREY DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C UT I L I T Y P L A N C-604 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH MA T C H L I N E ( S E E S H E E T C - 6 0 3 ) MATCHLINE (SEE SHEET C-602) GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:06:27-04'00' 1 HARDSCAPE PLAN 1" = 20'-0"0 10' 20' 40' N P1 (TYP.) P O I N T E B O U L E V A R D L1.01 HARDSCAPE PLAN SEAL PROJECT NO. DRAWN BY :REVIEWED BY : SCALE :25032 As Shown GS,TD MR,TD Da n i a P o i n t e - M i x e d - U s e T o w e r s Da n i a B e a c h , F L ISSUED FOR DATE 151413121110987654321 0 A B C D E F G H I J 0 151413121110987654321 OwnerKimco81 SW 18TH AVE. DANIA BEACH, FL 33004 t.203.761.8951 DCR SUBMISSION 10/02/2025 ArchitectMSA8950 SW 74 Court, Suite 1513 MIAMI, FL 33156 t.305.273.9424 Civil EngineerKimley Horn445 24th Street, Suite 200 VERO BEACH, FL 32960 t.772.794.4100 DCR SUBMISSION 2 12/04/2025 REVISION #3 02/27/2026 NORTH TOWER SOUTH TOWER FUTURE RESTAURANT FUTURE RESTAURANT FUTURE RESTAURANT N C O M P A S S W A Y N C O M P A S S W A Y M E R I D I A N D R I V E R A D I A N T D R I V E HARDSCAPE KEY VEHICULAR PAVING SITE AMENITIES P2 4 L4.01 CONCRETE UNIT PAVER (TO MATCH EXISTING 'NAPOLI' PAVER BY BELGARD) P5 4 L4.01 LARGE FORMAT PAVER MIX B (COLOR BLEND TBD) P3 4 L4.01 PLANK PAVER AT DINING ZONES BO 3 L4.03 DECORATIVE BOLLARD P7 12 L4.01 DETECTABLE ADA WARNING PAVER P4 4 L4.01 LARGE FORMAT PAVER MIX A (COLOR BLEND TBD) AT 6 L4.01 ARTIFICIAL TURF E1 5 L4.01 PAVER EDGE RESTRAINT P6 4 L4.01 PLANK PAVER AT PLAZA B1 1 L4.03 BACKLESS BENCH W1 1 L4.02 CIP CONCRETE SEAT WALL WITH TOE-KICK REVEAL C1 9 L4.01 8" WIDE FLUSH CONCRETE BAND; COLOR: STANDARD WHITE; SEE PLAN FOR CONTROL JOINT LOCATIONS TR 4 L4.03 TRASH & RECYCLING RECEPTACLES; (TO MATCH EXISTING ON SITE) D2 6 L4.03 TRENCH DRAIN COVER P1 2 L4.01 CONCRETE PAVEMENT PEDESTRIAN PAVING VP2 3 L4.01 VEHICULAR CONCRETE UNIT PAVER TYPE A VP1 ASPHALT ROADWAY BY CIVIL; SEE PLAN FOR RAMPING CONDITION VP3 3 L4.01 VEHICULAR CONCRETE UNIT PAVER TYPE B PG 4 L4.02 TREE PAVER GRATE BR 2 L4.03 BIKE RACK D1 5 L4.03 AREA DRAIN COVER W2 2 L4.02 CIP CONCRETE FEATURE WALL B2 3 L4.02 LINEAR PLATFORM BENCH WITH LED TOEKICK CURBS AND WALLS C2 10 L4.01 8" WIDE CONCRETE CURB, 6" HT; COLOR: STANDARD WHITE; SEE PLAN FOR CONTROL JOINT LOCATIONS. FB 8 L4.01 12" FLUSH CONCRETE BAND; COLOR: STANDARD WHITE B4 8 L4.03 LARGE SCULPTURAL SEATING ELEMENT B3 7 L4.03 SMALL SCULPTURAL SEATING ELEMENT P.A. PLANTED AREA; SEE PLANTING PLAN L5.01/L5.02 LOD LIMIT OF DESIGN PASEO NORTH ENLARGEMENT; SEE 1/L1.02 HOTEL PLAZA ENLARGEMENT; SEE 1/L1.03 L1.02A - PASEO NORTH P1 P1 BO(TYP. OF 5) P7 BO (TYP. OF 5) P7 P1 P1 P1 P1 P1 PASEO SOUTH ENLARGEMENT; SEE 2/L1.02 VP2 P.A. P.A. P.A. P.A. P.A. P.A. BO(TYP. OF 2) P7 BUILDING OVERHEAD, TYP. SEE ARCH PLANS. ADA PARKING SPACE, TYP. SEE CIVIL PLANS. ADA PARKING SPACE, TYP. SEE CIVIL PLANS. BUILDING OVERHEAD, TYP. SEE ARCH PLANS. BO (TYP. OF 2) P7 P1 EXISTING PAVERS TO REMAIN EXISTING DINING PATIO TO REMAIN ADA PARKING SPACE, TYP. SEE CIVIL PLANS. EXISTING PAVERS TO REMAIN SIGNAGE, TYP. SEE CIVIL PLANS P.A.P.A. P1 EXISTING CROSSWALK TO REMAIN EXISTING CROSSWALK TO REMAIN EXISTING CROSSWALK TO REMAIN EXISTING CROSSWALK TO REMAIN LIGHT POLE, TYP LIGHT POLE, TYP LIMIT OF DESIGN, TYP. P.A. LIGHT POLE, TYP. LIGHT POLE, TYP. HYDRANT, SEE CIVIL PLANS P1 P1 P1 PROPOSED STREET LIGHT POLE; SEE ARCH PLANS PLAN LEGEND PROPOSED PLAZA LIGHT POLE; SEE ARCH PLANS TR TR S:\25 Projects\25032 Dania Pointe Phase IV Buildings\MRA\02 SD\CAD\Sheets\L1.01 Hardscape Plan.dwg, 3/10/2026 3:58:28 PM, _AutoCAD PDF (General Documentation).pc3 Scott Rykiel Digitally signed by Scott Rykiel Date: 2026.03.18 10:35:17 -04'00' 1 PASEO NORTH HARDSCAPE ENLARGEMENT PLAN 1" = 10'-0"0 5' 10' 20' N P.A. L1.02 HARDSCAPE ENLARGEMENT PLAN SEAL PROJECT NO. DRAWN BY :REVIEWED BY : SCALE :25032 As Shown GS,TD MR,TD Da n i a P o i n t e - M i x e d - U s e T o w e r s Da n i a B e a c h , F L ISSUED FOR DATE 151413121110987654321 0 A B C D E F G H I J 0 151413121110987654321 OwnerKimco81 SW 18TH AVE. DANIA BEACH, FL 33004 t.203.761.8951 DCR SUBMISSION 10/02/2025 ArchitectMSA8950 SW 74 Court, Suite 1513 MIAMI, FL 33156 t.305.273.9424 Civil EngineerKimley Horn445 24th Street, Suite 200 VERO BEACH, FL 32960 t.772.794.4100 DCR SUBMISSION 2 12/04/2025 REVISION #3 02/27/2026 R A D I A N T D R I V E HARDSCAPE KEY VEHICULAR PAVING SITE AMENITIES P2 4 L4.01 CONCRETE UNIT PAVER (TO MATCH EXISTING 'NAPOLI' PAVER BY BELGARD) P5 4 L4.01 LARGE FORMAT PAVER MIX B (COLOR BLEND TBD) P3 4 L4.01 PLANK PAVER AT DINING ZONES BO 3 L4.03 DECORATIVE BOLLARD P7 12 L4.01 DETECTABLE ADA WARNING PAVER P4 4 L4.01 LARGE FORMAT PAVER MIX A (COLOR BLEND TBD) AT 6 L4.01 ARTIFICIAL TURF E1 5 L4.01 PAVER EDGE RESTRAINT P6 4 L4.01 PLANK PAVER AT PLAZA B1 1 L4.03 BACKLESS BENCH W1 1 L4.02 CIP CONCRETE SEAT WALL WITH TOE-KICK REVEAL C1 9 L4.01 8" WIDE FLUSH CONCRETE BAND; COLOR: STANDARD WHITE; SEE PLAN FOR CONTROL JOINT LOCATIONS TR 4 L4.03 TRASH & RECYCLING RECEPTACLES; (TO MATCH EXISTING ON SITE) D2 6 L4.03 TRENCH DRAIN COVER P1 2 L4.01 CONCRETE PAVEMENT PEDESTRIAN PAVING VP2 3 L4.01 VEHICULAR CONCRETE UNIT PAVER TYPE A VP1 ASPHALT ROADWAY BY CIVIL; SEE PLAN FOR RAMPING CONDITION VP3 3 L4.01 VEHICULAR CONCRETE UNIT PAVER TYPE B PG 4 L4.02 TREE PAVER GRATE BR 2 L4.03 BIKE RACK D1 5 L4.03 AREA DRAIN COVER W2 2 L4.02 CIP CONCRETE FEATURE WALL B2 3 L4.02 LINEAR PLATFORM BENCH WITH LED TOEKICK CURBS AND WALLS C2 10 L4.01 8" WIDE CONCRETE CURB, 6" HT; COLOR: STANDARD WHITE; SEE PLAN FOR CONTROL JOINT LOCATIONS. FB 8 L4.01 12" FLUSH CONCRETE BAND; COLOR: STANDARD WHITE B4 8 L4.03 LARGE SCULPTURAL SEATING ELEMENT B3 7 L4.03 SMALL SCULPTURAL SEATING ELEMENT P.A. PLANTED AREA; SEE PLANTING PLAN L5.01/L5.02 LOD LIMIT OF DESIGN 2 PASEO SOUTH HARDSCAPE ENLARGEMENT PLAN 1" = 10'-0"0 5' 10' 20' N P1 P1 VP1 VP1 P2 VP2 P2 P2 P4 P7 P7 P3 P1 P1P1 VP1 VP1VP2 P2 P2 P2 P1 P7 P3 W1 P3 W1 W1 P7 FB PG(TYP. OF 2) BO (TYP. OF 2) BO(TYP. OF 5) BO(TYP. OF 5) BO (TYP. OF 2) W1 TR TR L3TYP. P3 P3 MATCHLINE SEE SHEET L1.02-A MATCHLINE SEE SHEET L1.02-B P1(TYP.) P.A. P.A. P.A. P.A. P.A. OVERHEAD BUILDING LIMIT, TYP. OUTDOOR DINING RAILING BY TENANT, TYP. OVERHEAD STRING LIGHTS, TYP. OVERHEAD BUILDING LIMIT, TYP. SEE ARCH PLANS RELOCATED DIRECTORY SIGN P.A. P.A.P.A. P.A. P.A. P.A.P.A. OUTDOOR DINING RAILING BY TENANT, TYP. OVERHEAD STRING LIGHTS, TYP. OVERHEAD BUILDING LIMIT, TYP, SEE ARCH PLANS. OVERHEAD BUILDING LIMIT, TYP. PG(TYP. OF 3) OVERHEAD BUILDING LIMIT, TYP. RELOCATED DIRECTORY SIGN B1(TYP. OF 2) EXISTING AREA DRAIN TO REMAIN, TYP. SEE CIVIL PLANS D1 P3 D1 D1 BRIDGE OVERPASS AND COLUMNS, SEE ARCH PLANS. RAMP GRADING, SEE CIVIL PLANS. RAMP GRADING, SEE CIVIL PLANS B1(TYP. OF 2) BRIDGE OVERPASS AND COLUMNS, SEE ARCH PLANS. D1 EXISTING AREA DRAIN TO REMAIN, TYP. SEE CIVIL PLANS. EXISTING AREA DRAIN TO REMAIN, TYP. SEE CIVIL PLANS. W1 P3 W1 EXISTING CROSSWALK CONNECTION TO GARAGE EXISTING CROSSWALK CONNECTION TO GARAGE LIMIT OF DESIGN, TYP. LIMIT OF DESIGN, TYP. TR P3 LIGHT POLE, TYP. LIGHT POLE, TYP. FB FB FB PROPOSED STREET LIGHT POLE; SEE ARCH PLANS PLAN LEGEND PROPOSED PLAZA LIGHT POLE; SEE ARCH PLANS RAISED CROSSWALKS, SEE CIVIL DETAIL RAISED CROSSWALKS, SEE CIVIL DETAIL TR TR S:\25 Projects\25032 Dania Pointe Phase IV Buildings\MRA\02 SD\CAD\Sheets\L1.02 Hardscape Enlargement Plan.dwg, 3/10/2026 3:58:28 PM, _AutoCAD PDF (General Documentation).pc3 Scott Rykiel Digitally signed by Scott Rykiel Date: 2026.03.18 10:06:28 -04'00' 1 HOTEL PLAZA HARDSCAPE ENLARGEMENT PLAN 1" = 10'-0"0 5' 10' 20' N P.A. P O I N T E B O U L E V A R D L1.03 HARDSCAPE ENLARGEMENT PLAN SEAL PROJECT NO. DRAWN BY :REVIEWED BY : SCALE :25032 As Shown GS,TD MR,TD Da n i a P o i n t e - M i x e d - U s e T o w e r s Da n i a B e a c h , F L ISSUED FOR DATE 151413121110987654321 0 A B C D E F G H I J 0 151413121110987654321 OwnerKimco81 SW 18TH AVE. DANIA BEACH, FL 33004 t.203.761.8951 DCR SUBMISSION 10/02/2025 ArchitectMSA8950 SW 74 Court, Suite 1513 MIAMI, FL 33156 t.305.273.9424 Civil EngineerKimley Horn445 24th Street, Suite 200 VERO BEACH, FL 32960 t.772.794.4100 DCR SUBMISSION 2 12/04/2025 REVISION #3 02/27/2026 N C O M P A S S W A Y HARDSCAPE KEY VEHICULAR PAVING SITE AMENITIES P2 4 L4.01 CONCRETE UNIT PAVER (TO MATCH EXISTING 'NAPOLI' PAVER BY BELGARD) P5 4 L4.01 LARGE FORMAT PAVER MIX B (COLOR BLEND TBD) P3 4 L4.01 PLANK PAVER AT DINING ZONES BO 3 L4.03 DECORATIVE BOLLARD P7 12 L4.01 DETECTABLE ADA WARNING PAVER P4 4 L4.01 LARGE FORMAT PAVER MIX A (COLOR BLEND TBD) AT 6 L4.01 ARTIFICIAL TURF E1 5 L4.01 PAVER EDGE RESTRAINT P6 4 L4.01 PLANK PAVER AT PLAZA B1 1 L4.03 BACKLESS BENCH W1 1 L4.02 CIP CONCRETE SEAT WALL WITH TOE-KICK REVEAL C1 9 L4.01 8" WIDE FLUSH CONCRETE BAND; COLOR: STANDARD WHITE; SEE PLAN FOR CONTROL JOINT LOCATIONS TR 4 L4.03 TRASH & RECYCLING RECEPTACLES; (TO MATCH EXISTING ON SITE) D2 6 L4.03 TRENCH DRAIN COVER P1 2 L4.01 CONCRETE PAVEMENT PEDESTRIAN PAVING VP2 3 L4.01 VEHICULAR CONCRETE UNIT PAVER TYPE A VP1 ASPHALT ROADWAY BY CIVIL; SEE PLAN FOR RAMPING CONDITION VP3 3 L4.01 VEHICULAR CONCRETE UNIT PAVER TYPE B PG 4 L4.02 TREE PAVER GRATE BR 2 L4.03 BIKE RACK D1 5 L4.03 AREA DRAIN COVER W2 2 L4.02 CIP CONCRETE FEATURE WALL B2 3 L4.02 LINEAR PLATFORM BENCH WITH LED TOEKICK CURBS AND WALLS C2 10 L4.01 8" WIDE CONCRETE CURB, 6" HT; COLOR: STANDARD WHITE; SEE PLAN FOR CONTROL JOINT LOCATIONS. FB 8 L4.01 12" FLUSH CONCRETE BAND; COLOR: STANDARD WHITE B4 8 L4.03 LARGE SCULPTURAL SEATING ELEMENT B3 7 L4.03 SMALL SCULPTURAL SEATING ELEMENT P.A. PLANTED AREA; SEE PLANTING PLAN L5.01/L5.02 LOD LIMIT OF DESIGN AT VP1 VP1 VP1 VP3 VP2 VP2 VP2 P1 P1 P1 P1 BO (TYP. OF 3) P7 BO (TYP. OF 2) P7 BO(TYP. OF 4) C1 BO(TYP. OF 2) P7 P1 D2 P6 C1 P6 W2 P5 P5 P5 P6 W2 PG P5 P5 P5 P5 PG W1 L3(TYP. OF 3) B2 P3 P.A. P.A.P.A. P.A. P.A. P.A. P.A. P.A. P.A. P.A. OVERHEAD BUILDING LIMIT, TYP. OUTDOOR DINING RAILING BY TENANT, TYP. OVERHEAD BUILDING LIMIT, TYP. OUTDOOR DINING RAILING BY TENANT, TYP. RELOCATED DIRECTORY SIGN OVERHEAD BUILDING LIMIT, TYP. OUTDOOR DINING RAILING BY TENANT, TYP. OVERHEAD STRING LIGHTS, TYP. W1 P.A.P.A. P.A. P.A. C1 C2 C2 C1 UMBRELLA FOOTING, TYP. C1 UMBRELLA FOOTING, TYP. BO (TYP. OF 5) P7 P.A. P.A. VP3 ADA PARKING SPACE, TYP. SEE CIVIL PLANS. C1 D2 P6 B4 B3 P5 P.A. P.A. OVERHEAD BUILDING LIMIT, TYP. P3 RELOCATED DIRECTORY SIGN FBTYP. 4 SIDES FB FB FB P7 LIGHT POLE, TYP.. HYDRANT, SEE CIVIL PLANS PROPOSED LIGHT POLE; SEE ARCH PLANS PLAN LEGEND RAISED CROSSWALKS, SEE CIVIL DETAIL TR TR TR PROPOSED PLAZA LIGHT POLE; SEE ARCH PLANS S:\25 Projects\25032 Dania Pointe Phase IV Buildings\MRA\02 SD\CAD\Sheets\L1.03 Hardscape Enlargement Plan.dwg, 3/10/2026 3:58:28 PM, _AutoCAD PDF (General Documentation).pc3 L4.01 HARDSCAPE DETAILS SEAL PROJECT NO. DRAWN BY :REVIEWED BY : SCALE :25032 As Shown GS,TD MR,TD Da n i a P o i n t e - M i x e d - U s e T o w e r s Da n i a B e a c h , F L ISSUED FOR DATE 151413121110987654321 0 A B C D E F G H I J 0 151413121110987654321 OwnerKimco81 SW 18TH AVE. DANIA BEACH, FL 33004 t.203.761.8951 DCR SUBMISSION 10/02/2025 ArchitectMSA8950 SW 74 Court, Suite 1513 MIAMI, FL 33156 t.305.273.9424 Civil EngineerKimley Horn445 24th Street, Suite 200 VERO BEACH, FL 32960 t.772.794.4100 DCR SUBMISSION 2 12/04/2025 REVISION #3 02/27/2026 1 VEHICULAR CONCRETE PAVEMENT 1" = 1'-0" 6 ARTIFICIAL TURF 1" = 1'-0" 11 CONCRETE JOINTS, TYP. 1" = 1'-0" 2 PEDESTRIAN CONCRETE PAVEMENT 1" = 1'-0" 7 ARTIFICIAL TURF ATTACHMENT 1" = 1'-0" 3 VEHICULAR CONCRETE PAVER 1" = 1'-0" 8 FLUSH CONCRETE BAND 1" = 1'-0" 4 PEDESTRIAN CONCRETE PAVER 1" = 1'-0" 5 STEEL EDGE RESTRAINT 1" = 1'-0" NOTES: 1. INSTALL PER MANUFACTURER'S "INSTALLATION GUIDELINES" 2. CONNECTION BETWEEN SECTIONS TO UTILIZE MANUFACTURERS' SLIDING CONNECTOR SYSTEM. 3. CORNERS: NOTCH BASE ONLY AND FORM A CONTINUOUS CORNER. ADJACENT PLANTING, SEE PLANTING PLAN PERMALOC 'STRUCTUREDGE' ALUMINUM PAVER RESTRAINT 6" COMPACTED GRADED AGGREGATE BASE EXTENDED BEYOND PAVERS CONCRETE UNIT PAVER TOP OF COMPACTED SUBGRADE 3/8"X10" SPIRAL STAKE AT 12" O.C. MIN. SETTING COURSE 2% xxxxx DETECTABLE WARNING PAVERS 1/2" EXPANSION JOINT, TYP. 3/4" LATEX MORTAR SETTING BED REFER TO CIVIL DRAWINGS FOR CURB REFER TO CIVIL DRAWINGS FOR ROADWAY 4" COMPACTED STONE BASE TOP OF COMPACTED SUBGRADE NOTES: 1. REFER TO OWNER FOR STRUCTURAL SLAB ELEVATIONS, DETAILS 2. IF EXISTING WATERPROOFING IS DAMAGED, CONSULT WITH OWNER FOR FURTHER DIRECTION 2'-0" BOLALRD BEYOND, SEE DETAIL X/LXX VA R I E S NOTES: 1. SEE PLANS FOR PATTERNS AND EXTENTS 2. SALVAGE AND REUSE EXISTING 4X8 PLAZA PAVERS 6" COMPACTED GRADED AGGREGATE BASE TOP OF COMPACTED SUBGRADE CONCRETE UNIT PAVERS 3/4" BITUMINOUS SETTING BED WITH TACK COAT 1/8" POLYMERIC SAND JOINT, SAND SWEPT, HAND TIGHT 8"CIP CONCRETE FLUSH CURB, CLASS A CONCRETE (3,000 PSI @ 28 DAYS) 1/2" RADIUS, BOTH SIDES 10 " 6" COMPACTED GRADED AGGREGATE BASE FLUSH CONCRETE BAND PAVERS, SEE MATERIALS PLAN FOR CONDITION ARTIFICIAL TURF, SEE DETAIL 6/THIS SHEET 4" #57 DRAINAGE LAYER APPLIED CONTINUOUSLY, WASHED AND CLEAN OF FINES TOP OF COMPACTED SUB-GRADE NOTES: 1. SEE MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION GEOTEXTILE FABRIC WRAPPED UP AROUND SIDES AND ALONG BOTTOM 2x6" PRESSURE TREATED LEDGER RAM SET MASONRY ANCHOR, EMBED 2" INTO CONCRETE, 36" O.C. XGRASS®2" POLYGREEN PAD 12 DETECTABLE WARNING PAVER 1" = 1'-0" EXISTING ARTIFICIAL TURF BY XGRASS® TO BE POTENTIALLY SALVAGED AND REUSED XGRASS®ENVIROFILL INFILL XGRASS®2" POLYGREEN PAD 4" #57 DRAINAGE LAYER APPLIED CONTINUOUSLY, WASHED AND CLEAN OF FINES GEOTEXTILE FABRIC NOTES: 1. SEE MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. 2. SEE DETAIL 7/THIS SHEET FOR ATTACHMENT. TOP OF COMPACTED SUB-GRADE 1/2" EXPANSION JOINT W/ EPOXY SEALANT, SEE DETAIL THIS SHEET. SEE NOTES. 4" COMPACTED GRADED AGGREGATE BASE TOP OF COMPACTED SUBGRADE x x x x x xx NOTES: 1. REFER TO LAYOUT PLANS FOR EXPANSION JOINT LOCATIONS (NOT TO EXCEED 20' O.C.) 2. REFER TO LAYOUT PLANS FOR CONTROL/SCORE JOINT LOCATIONS. 4" CLASS AA CONCRETE (4,000 PSI @ 28 DAYS), 6 X 6 X 6 GA W.W.M 2" MIN. FROM EXPOSED SURFACES & CONTROL JOINTS, STAMPED WITH INTEGRAL COLOR SAW-CUT CONTROL JOINT STABILIZED SUBGRADE COMPACTED TO 98% MODIFIED PROCTOR MAXIMUM DRY DENSITY PER AASHTO T-180 MIN. LBR 40 EXPANSION JOINT @ CONCRETE POLYURETHANE SELF-LEVELING SEALANT, COLOR TO MATCH ADJACENT MATERIAL. 1/2" X 4" REMOLDED NATURAL CORK SET 1/4" TO 1/2" BELOW FINISHED GRADE COMPACTED STONE BASE (CR6) CONCRETE, SEE DETAIL THIS SHEET TOP OF COMPACTED SUBGRADE X X 6" CLASS AA CONCRETE (4,000 PSI @ 28 DAYS), 6 X 6 X 6 GA W.W.M 2" MIN. FROM EXPOSED SURFACES & CONTROL JOINTS 3/4" BITUMINOUS SETTING BED W TACK COAT (SHA APPROVED) 18" THICK POLYMERIC SAND SWEPT JOINTS, HAND TIGHT NOTES: 1. PROVIDE EXPANSION JOINT IN CONCRETE BASE OF THE UNIT PAVERS @ 12' O.C. MAX. 2. EXPANSION JOINT TO GO THROUGH CONCRETE BASE ONLY CONCRETE UNIT PAVER 6" COMPACTED AGGREGATE SUBBASE TOP OF COMPACTED SUBGRADE X X X X 1/2" EXPANSION JOINT, TYP. STABILIZED SUBGRADE COMPACTED TO 98% MODIFIED PROCTOR MAXIMUM DRY DENSITY PER AASHTO T-180 MIN. LBR 40 9 FLUSH CONCRETE CURB 1" = 1'-0"10 RAISED CONCRETE CURB 1" = 1'-0" 8" CONCRETE CURB, SEE CIVIL DETAIL PLAZA CURB AT PLANTING 6" COMPACTED GRADED AGGREGATE BASE PLAZA PAVERS, SEE MATERIALS PLANS L1.01-1.03 FOR CONDITION 1'-0" ADJACENT PLANTING AREA, SEE L5.01/5.02 PLANTING SOIL PREPARED SUBGRADE 1' - 6 " 1/2" EXPANSION JOINT W/ EPOXY SEALANT, SEE DETAIL THIS SHEET. SEE NOTES. 6" COMPACTED GRADED AGGREGATE BASE TOP OF COMPACTED SUBGRADE x x x x x xx NOTES: 1. REFER TO LAYOUT PLANS FOR EXPANSION JOINT LOCATIONS (NOT TO EXCEED 20' O.C.) 2. REFER TO LAYOUT PLANS FOR CONTROL/SCORE JOINT LOCATIONS. 6" CLASS AA CONCRETE (4,000 PSI @ 28 DAYS), 6 X 6 X 6 GA W.W.M 2" MIN. FROM EXPOSED SURFACES & CONTROL JOINTS, MEDIUM BROOM FINISH PERPENDICULAR TO PEDESTRIAN TRAFFIC, SEE NOTE SAW-CUT CONTROL JOINT STABILIZED SUBGRADE COMPACTED TO 98% MODIFIED PROCTOR MAXIMUM DRY DENSITY PER AASHTO T-180 MIN. LBR 40 8"CIP CONCRETE FLUSH CURB, CLASS A CONCRETE (3,000 PSI @ 28 DAYS) 1/2" RADIUS, BOTH SIDES 1' - 6 " 6" COMPACTED GRADED AGGREGATE BASE FLUSH CONCRETE CURB PAVERS, SEE MATERIALS PLAN FOR CONDITION S:\25 Projects\25032 Dania Pointe Phase IV Buildings\MRA\02 SD\CAD\Sheets\L4.01 Hardscape Details.dwg, 3/10/2026 3:58:57 PM, _AutoCAD PDF (General Documentation).pc3 L4.02 HARDSCAPE DETAILS SEAL PROJECT NO. DRAWN BY :REVIEWED BY : SCALE :25032 As Shown GS,TD MR,TD Da n i a P o i n t e - M i x e d - U s e T o w e r s Da n i a B e a c h , F L ISSUED FOR DATE 151413121110987654321 0 A B C D E F G H I J 0 151413121110987654321 OwnerKimco81 SW 18TH AVE. DANIA BEACH, FL 33004 t.203.761.8951 DCR SUBMISSION 10/02/2025 ArchitectMSA8950 SW 74 Court, Suite 1513 MIAMI, FL 33156 t.305.273.9424 Civil EngineerKimley Horn445 24th Street, Suite 200 VERO BEACH, FL 32960 t.772.794.4100 DCR SUBMISSION 2 12/04/2025 REVISION #3 02/27/2026 1 CIP CONCRETE SEAT WALL 1" = 1'-0" 4 TREE PAVER GRATE 1" = 1'-0"3 LINEAR PLATFORM BENCH WITH LED TOEKICK 1" = 1'-0" 2 CIP CONCRETE FEATURE WALL 1" = 1'-0" 1'-6" 1' - 0 " 1' - 6 " ADJACENT PAVING, SEE HARDSCAPE PLAN L1.01- L1.03 1" CHAMFER, ALL EXPOSED EDGES CAST IN PLACE CONCRETE WITH FORMLINER FINISH; 4500 PSI @ 28 DAYS, AIR ENTRAINED ADJACENT PLANTING, SEE PLANTING PLAN L5.01/ L5.02 4" Ø PVC DRAIN PIPE WRAPPED IN FILTER FABRIC, CONNECTED TO STORM DRAIN, SEE CIVIL DWGS DRAINAGE STONE WASHED OF FINES #4 REBAR @12" O.C. EW. #4 REBAR @12" O.C. EW. 6" COMPACTED STONE BASE AS SPECIFIED BY CIVIL ENGINEER TOP OF COMPACTED SUBGRADE TOEKICK WITH OPTIONAL INTEGRATED LED TAPE LIGHT1" 4" 1" REMOVABLE PLATE PERMITS EASY INCREASE IN TREE OPENING. SEE MANUFACTURER'S INSTRUCTIONS FOR MOUNTING. STRUCTURAL EXPANDED METAL 1/2" SQUARE BAR STOCK TRIM 12" STEEL SUBFRAME BELOW TREE WELL OPENING 12" X 12" LANDSCAPE FABRIC (ALLOWS PAVER JOINTS TO BE SANDED AFTER INSTALLATION) PAVER CONCRETE (DIMENSION ACCORDING TO SITE REQUIREMENTS) PAVER-GRATE ASSEMBLY NOTES: 1. PAVER-GRATE TREE GRATE IS DESIGNED TO SUPPORT PAVERS ABOVE THE TREE WELL. 2. SUBFRAME IS FULLY WELDED FROM STEEL ANGLE 3. GRATING NUMBER IS 3 EXPANDED STEEL STRUCTURAL GRATING 4. CUSTOM PAVER-GRATE (TM) 5. CUSTOM OPENING SIZES SPECIFIED 12" X 12" 6. GRATES ARE DESIGNED FOR HEAVY PEDESTRIAN TRAFFIC STANDARD FINISH GALVANIZED HOT SPRAY ZINC. 7. DECORATIVE TRIM RING IS OPTIONAL BUT RECOMMENDED TO PREVENT TRIPPING AND/OR SPACE FOR TRASH COLLECTION. 8. SUBMIT SHOP DRAWINGS SHOWING CUT-OUT FOR IN-GRADE LIGHT LOCATIONS. C/L 6' - 0 " 3'-0" CUT-OUT FOR IN-GRADE UPLIGHT (TYPICAL OF TWO PER TREE GRATE) SEE LIGHTING DOCUMENTS FOR FIXTURES Ø6 38" 2'-0" VA R I E S , S E E CI V I L D W G S F O R G R A D I N G POWDERCOATED ALUMINUM BASE CAST IN PLACE CONCRETE FOOTING AT ATTACHMENT LOCATIONS, 4500 PSI @ 28 DAYS, AIR ENTRAINED RECESSED LIGHT AND CONDUIT, ALL SIDES; SEE LIGHTING DWGS 6" COMPACTED STONE BASE (TYPE 2A) AS SPECIFIED BY CIVIL ENGINEER TOP OF COMPACTED SUBGRADE WOOD TOP BY STREETLIFE, SEE NOTES PAVING VARIES, SEE MATERIALS PLAN 1' - 0 " 1'-8" 4" 6" 1' - 6 " 1' - 0 " 1" CHAMFER, ALL EXPOSED EDGES 6" COMPACTED STONE BASE AS SPECIFIED BY CIVIL ENGINEER TOP OF COMPACTED SUBGRADE EQ . EQ . 2'-0" MOUNTING HARDWARE, TBD. CAST IN PLACE CONCRETE WITH FORMLINER FINISH; 4500 PSI @ 28 DAYS, AIR ENTRAINED #6 REBAR @12" O.C. EW. #6 REBAR @12" O.C. EW. ADJACENT PAVING, SEE HARDSCAPE PLAN L1.01- L1.03 COORDINATE CENTER OF DISPLAY DEVICE WITH HARDWARE TO CENTER DISPLAY POTENTIAL LED DISPLAY DEVICE, TBD. 3'-0" PRECAST/CAST STONE CAP IMAGES INTENDED ONLY TO ILLUSTRATE DESIGN INTENT S:\25 Projects\25032 Dania Pointe Phase IV Buildings\MRA\02 SD\CAD\Sheets\L4.02 Hardscape Details.dwg, 3/10/2026 3:58:49 PM, _AutoCAD PDF (General Documentation).pc3 L4.03 HARDSCAPE DETAILS SEAL PROJECT NO. DRAWN BY :REVIEWED BY : SCALE :25032 As Shown GS,TD MR,TD Da n i a P o i n t e - M i x e d - U s e T o w e r s Da n i a B e a c h , F L ISSUED FOR DATE 151413121110987654321 0 A B C D E F G H I J 0 151413121110987654321 OwnerKimco81 SW 18TH AVE. DANIA BEACH, FL 33004 t.203.761.8951 DCR SUBMISSION 10/02/2025 ArchitectMSA8950 SW 74 Court, Suite 1513 MIAMI, FL 33156 t.305.273.9424 Civil EngineerKimley Horn445 24th Street, Suite 200 VERO BEACH, FL 32960 t.772.794.4100 DCR SUBMISSION 2 12/04/2025 REVISION #3 02/27/2026 1 BACKLESS BENCH 1" = 1'-0" 6 TRENCH DRAIN COVER 1" = 1'-0" 2 BIKE RACK 1" = 1'-0"3 DECORATIVE BOLLARD 1" = 1'-0" 4 TRASH & RECYCLING RECEPTACLE 1" = 1'-0"5 AREA DRAIN COVER 1" = 1'-0" 2% xxx 2'-0 WIDE STRIP OF CONCRETE DETECTABLE WARNING PAVER 3/4" LATEX MORTAR SETTING BED 4" COMPACTED STONE BASE AS SPECIFIED BY CIVIL ENGINEER TOP OF COMPACTED SUBGRADE NOTES: 1. FOOTING FOR BOLLARD TO BE REVIEWED AND DESIGNED BY STRUCTURAL ENGINEER. 'QUICK' BOLLARD BY ID CREATED, POWDERCOATED RAL 9023 COLOR (PEARL DARK GRAY) FOOTING TO BE REVIEWED AND DESIGNED BY STRUCTURAL ENGINEER 3' - 3 " 7'-2" 1'-7" 1' - 6 " POWDERCOATED STEEL, WHITE COLOR INGROUND MOUNT FSC LARCH WOOD ELEVATION PLAN SIDE 1' - 7 " 7'-2" 7 FLOR BENCH SMALL 1" = 1'-0"8 FLOR BENCH LARGE 1" = 1'-0" MANUFACTURER: METALCO MODEL: COBRA CV LINEAR 2193 SIZE: 7" L x 17.5" H COLOR/FINISH: OIL TREATED IROKO, POWDERCOATED STEEL, COLOR TBD. NOTES: MANUFACTURER: LANDSCAPE FORMS MODEL: FLOR BENCH SMALL SIZE: 73" D x 18" H x 67" L COLOR/FINISH: WHITE, STANDARD FINISH NOTES: MANUFACTURER: LANDSCAPE FORMS MODEL: FLOR BENCH LARGE SIZE: 103" D x 18" H x 67" L COLOR/FINISH: WHITE, STANDARD FINISH NOTES: 4' - 4 " 1'-10" MANUFACTURER: KEYSTONE RIDGE MODEL: CARSON LITTER AND RECYCLING RECEPTACLE SIZE: 52" H x 22" W COLOR/FINISH: STANDARD, COLOR TBD, TO MATCH EXISTING SPEC ON SITE. NOTES: MANUFACTURER: IRON AGE MODEL: OBLIO HEEL PROOF SIZE: 12" L x 12" W COLOR/FINISH: POWDERCOATED, COLOR TBD. NOTE: COVER FITS NDS SPEE-D CHANNEL DRAIN BODY NOTES: MANUFACTURER: IRON AGE MODEL: OBLIO HEEL PROOF SIZE: 20" L x 5" W COLOR/FINISH: POWDERCOATED, COLOR TBD. NOTE: COVER FITS NDS SPEE-D CHANNEL DRAIN BODY NOTES: MANUFACTURER: LANDSCAPE FORMS MODEL: EMERSON SIZE: 20" L x 30" W x 4" D COLOR/FINISH: TBD NOTES: S:\25 Projects\25032 Dania Pointe Phase IV Buildings\MRA\02 SD\CAD\Sheets\L4.03 Hardscape Details.dwg, 3/10/2026 3:58:42 PM, _AutoCAD PDF (General Documentation).pc3 1 EXISTING TREE PLAN 1" = 20'-0"0 10' 20' 40' N P O I N T E B O U L E V A R D L5.00 EXISTING TREE PLAN SEAL PROJECT NO. DRAWN BY :REVIEWED BY : SCALE :25032 As Shown GS,TD MR,TD Da n i a P o i n t e - M i x e d - U s e T o w e r s Da n i a B e a c h , F L ISSUED FOR DATE 151413121110987654321 0 A B C D E F G H I J 0 151413121110987654321 OwnerKimco81 SW 18TH AVE. DANIA BEACH, FL 33004 t.203.761.8951 DCR SUBMISSION 10/02/2025 ArchitectMSA8950 SW 74 Court, Suite 1513 MIAMI, FL 33156 t.305.273.9424 Civil EngineerKimley Horn445 24th Street, Suite 200 VERO BEACH, FL 32960 t.772.794.4100 DCR SUBMISSION 2 12/04/2025 REVISION #3 02/27/2026 N C O M P A S S W A Y N C O M P A S S W A Y M E R I D I A N D R I V E R A D I A N T D R I V E LIMIT OF DESIGN, TYP. EXISTING TREE TO REMAIN EXISTING TREES TO BE REMOVED (WITHIN LIMIT OF WORK/DESIGN): 64 PROPOSED TREES (WITHIN LIMIT OF WORK/DESIGN): 68 X X X X X X X X X X X X X X XX X XXX XXX X XX X X X X X X X X X X X X X X X X X X X X X XXX XXX X XX X X X X X X EXISTING TREE TO BE REMOVED, TYP. EXISTING TREE TO BE REMOVED, TYP. EXISTING TREE TO BE REMOVED, TYP. EXISTING TREE TO BE REMOVED, TYP. #14-TC #25-BS #26-BS #27-BS #20-BS #21-BS #22-BS #9-TC #28-TC #29-BS #24-BS #23-TC #37-PM #36-PM #49-PM #50-PM #51-VM #52-VM #53-VM #54-VM #55-VM #57-VM #58-VM #59-VM #60-VM #46-PM #45-PM #47-PM #48-PM #56-VM #30-VM #31-VM #32-VM #33-VM #34-VM #35-VM #44-VM #38-VM #39-VM #41-VM #42-VM #43-VM X #40-VM #6-SM #5-VM #4-VM #8-VM #7-VM #3-VM #2-VM #1-VM #17-SM #16-VM #13-VM #19-VM #18-VM X #15-VM #12-VM #11-TC #10-TC #0-TC #63-PM #64-PM #61-PM #62-PM T R E E D I S P O S I T I O N T A B L E EXISTING CANOPY COVERAGE (WITHIN LIMIT OF WORK/DESIGN): 13,205 SF PROPOSED CANOPY COVERAGE (WITHIN LIMIT OF WORK/DESIGN): 11,500 SF TREE MITIGATION FORMULA: Total SF of canopy needing mitigation (3,706) divided by 300 = 12.35 (round up to 13) 13 x $225 (typical replacement tree) = $2,925 $2,925 x 2.75 (installation and establishment multiplier) = $8,043.75 $8,043.75 (total to be paid to tree trust fund) S:\25 Projects\25032 Dania Pointe Phase IV Buildings\MRA\02 SD\CAD\Sheets\L5.00 Existing Tree Plan.dwg, 3/17/2026 6:27:29 PM, AutoCAD PDF (General Documentation).pc3 FIRE FIRE FIRE FIRE FIRE FIRE WM GAS1~4IN GAS1~4IN SS SS WM 1 PLANTING PLAN 1" = 20'-0"0 10' 20' 40' N P O I N T E B O U L E V A R D L5.01 PLANTING PLAN SEAL PROJECT NO. DRAWN BY :REVIEWED BY : SCALE :25032 As Shown GS,TD MR,TD Da n i a P o i n t e - M i x e d - U s e T o w e r s Da n i a B e a c h , F L ISSUED FOR DATE 151413121110987654321 0 A B C D E F G H I J 0 151413121110987654321 OwnerKimco81 SW 18TH AVE. DANIA BEACH, FL 33004 t.203.761.8951 DCR SUBMISSION 10/02/2025 ArchitectMSA8950 SW 74 Court, Suite 1513 MIAMI, FL 33156 t.305.273.9424 Civil EngineerKimley Horn445 24th Street, Suite 200 VERO BEACH, FL 32960 t.772.794.4100 DCR SUBMISSION 2 12/04/2025 REVISION #3 02/27/2026 NORTH TOWER SOUTH TOWER N C O M P A S S W A Y N C O M P A S S W A Y M E R I D I A N D R I V E R A D I A N T D R I V E NOTES: 1.LANDSCAPE ARCHITECT TO APPROVE ALL PROPOSED PLANTING LAYOUT/LOCATIONS PRIOR TO PLANTING. 2.LOCATE ALL UNDERGROUND UTILITIES AND KEEP ALL TREES CLEAR OF REQUIRED CLEARANCES PER CITY STANDARDS. 3.SEE PLANTING SHEET L5.02 FOR LANDSCAPE NOTES. (2) PD (28) POL (60) IV (33) POL (3) PD (43) LIR (24) IV (30) POL (15) NEP (23) PN (28) MIM (1) BS (28) POL (20) LIR (1) PD (35) NEP (9) FS (42) SAV (46) ARA (38) JUN (1) BS (8) SAL (32) JUN (42) SAV (1) BS (7) SAL (3) BK (28) MIM (1) PD (30) NEP (1) BS (12) MIM (38) JUN (13) CR (22) SAL (2) PD (1) BS (2) PD (36) SAV (1) BS (14) CR (25) SAL (60) JUN (42) ARA (1) PD(36) ARA (1) PD (30) ARA (1) PD (42) ARA (36) ARA (42) ARA (1) BS (98) ASP (132) ASP (1) BS (32) NEP (48) MIM (19) FS (68) ASP (1) BS (1) BS (42) ARA (48) ARA (1) PD (8) PN(75) MIM (6) PN (3) RE (32) NEP SHADE TREES PLANT LIST - OR APPROVED EQUAL BOTANICAL/COMMON NAMEKEY SIZE PALM TREES 17 PD Phoenix dactilyfera 'Medjool' 'Medjool' Date Palm 20-24' Ht. CT F.G. Matched SHRUBS 12 BS Bursera simaruba Gumbo Limbo 3.5 Cal. B&B Central Leader Full Crown, Matched Specimens SHRUBS 53 FS Forestiera segregata Florida privet 30"-36" Spd. Cont. Full, Matched PERENNIALS/GRASSES/GROUNDCOVERS 298 ASP Asparagus densiflorus 'Meyerii' Foxtail Fern #1 Cont. 18" O.C. 795 ARA Arachis glabrata Perennial Peanut Quart Cont. 12" O.C. 163 LIR Liriope muscari 'Royal Purple' Royal Purple Lilyturf Quart Cont. 12" O.C. 29 CR Clusia rosea 'Nana' Clusia Nana 18-24" Spd./Ht. Cont. Full, Matched. 221 MIM Mimosa strigillosa Sunshine mimosa Quart Cont. 24" O.C. 84 IV Ilex vomitoria 'Nana' Yaupon Holly 'Nana' 18"-24" Spd./Ht. Cont. Full, Matched. 162 JUN Juniperis chinensis 'Parsonii' Parson's Juniper #1 Cont. 18" O.C. 169 NEP Nephrolepis exaltata Boston Fern Gal. Cont. 24" O.C. 105 SAL Salvia leucantha Mexican Bush Sage 'Midnight' Gal. Cont. 36" O.C. 204 SAV Salvia coccinea 'Summer Jewel Lavender' Tropical Sage 'Summer Jewel Lavender' Quart Cont. 18" O.C. QUANTITYSYMBOL (1) PD (35) ARA (26) SAL (3) PR (36) ARA (42) ARA (32) SAV (1) BS (30) MIM PLANTER POTS WITH ANNUALS, TYP. (3) BK (2) CR (100) LIR 3 RE Rhapis excelsa Broadleaf Palm 20 Gal. Cont. Full, Matched. 6 BK Bougainvillea 'Barbara Karst' Barbara Karst Bougainvillea 5 Gal. Cont. Trained on 3' trellis NATIVE YES NO YES NO YES YES NO NO NO YES NO NO YES 313'-3" (STREET TREES) MAXIMUM 40' ON CENTER SPACING 311'-0" (STREET TREES) MAXIMUM 40' ON CENTER SPACING ROOT COMMENTS INTERNAL STREET TREES DDG SECTION 8 (5) 2 DDG SECTION 8 (5) 2 REQUIRED: MINIMUM OF 1 CANOPY TREE, INTERMEDIATE TREE OR PALM AT 40' O.C. (MAX) SPACING AT ROAD EDGES, PLANTED IN TREE GRATE, TREE PLANTER OR LANDSCAPE STRIP. APPLICATION: POINTE BLVD STREET TREES: 314+311= 625 LF/40 = 16 APPLICATION: COMPASS WAY STREET TREES: 359+165+167=691 LF/40 = 18 NON-BUFFER AREAS - DDG SECTION 8 (6) TOTAL VEHICULAR USE AREA: 8,835 SF REQUIRED: INTERIOR VUA LANDSCAPING EQUAL TO 8% OF TOTAL VUA AREA: 707 SF *REQUIREMENT IS A STANDARD THAT IS APPLIED AND SATISFIED ON THE OVERALL DANIA POINTE AND IS NOT REQUIRED FOR EACH BLOCK, PARCEL, OR INDIVIDUAL DEVELOPMENT. 1 TREE OR PALM AND 10 SHRUBS/2,000 SF OF VUA AREA: 8,835 SF/2,000 = 5 8,835 SF/2,000 X 10 = 44 1 TREE OR PALM PER TERMINAL AND INTERMEDIATE ISLANDS TOTAL TERMINAL AND INTERMEDIATE ISLANDS: 0 PLANTS - DDG SECTION 8 (8) MINIMUM OF 50% OF ALL PLANT MATERIAL SHALL BE NATIVE CODE COMPLIANCE: DANIA POINTE DEVELOPMENT DESIGN GUIDELINES REQUIRED:PROVIDED: 16 20 18 20 707 SF *707 SF 5 6 44 245 N/A N/A 50% 60% 16 4 ' - 6 " 16 6 ' - 6 " DANIA BEACH LANDSCAPE TECHNICAL MANUAL - DDG SECTION 8 (8) PLANTS FROM MANUAL SHALL BE UTILIZED FOR AT LEAST 90% OF ALL PLANTINGS 6 PR Phoenix roebelenii Dwarf Date Palm 6' CT. Cont. Full, Matched. YES 37 PN Psychotria nervosa Wild Coffee 7 Gal./18" Spd. Cont. Full, Matched. 153 POL Polystichum acrostichoides Christmas Fern Gal. Cont. 18" O.C. (34) POL YES (42) ARA (30) ARA (45) ARA (42) ARA (42) ARA (36) ARA (52) SAV (25) FS (1) BS (3) PR (25) NEP (17) SAL (1) PD YES YES LIMIT OF DESIGN, TYP. EXISTING TREES TO BE REMOVED (WITHIN LIMIT OF WORK): 64 PROPOSED TREES (WITHIN LIMIT OF WORK): 68 90% 100% PROPOSED LIGHT POLE, TYP; SEE ARCH PLANS PROPOSED LIGHT POLE, TYP; SEE ARCH PLANS PROPOSED LIGHT POLE, TYP; SEE ARCH PLANS PROPOSED LIGHT POLE, TYP; SEE ARCH PLANS MA T C H L I N E S E E S H E E T L 5 . 0 2 PROPOSED STREET LIGHT POLE; SEE ARCH PLANS PLAN LEGEND PROPOSED PLAZA LIGHT POLE; SEE ARCH PLANS TABEBUIA CARAIBA TO REMAIN (2) SP NO NO 5 SP Sabal palmetto Sabal Palm 10' CT. Cont. Full, Matched. (1) SP (2) SP S:\25 Projects\25032 Dania Pointe Phase IV Buildings\MRA\02 SD\CAD\Sheets\L5.01 Planting Plan.dwg, 3/10/2026 3:58:57 PM, _AutoCAD PDF (General Documentation).pc3 1 PLANTING PLAN 1" = 20'-0"0 10' 20' 40' N L5.02 PLANTING PLAN SEAL PROJECT NO. DRAWN BY :REVIEWED BY : SCALE :25032 As Shown GS,TD MR,TD Da n i a P o i n t e - M i x e d - U s e T o w e r s Da n i a B e a c h , F L ISSUED FOR DATE 151413121110987654321 0 A B C D E F G H I J 0 151413121110987654321 OwnerKimco81 SW 18TH AVE. DANIA BEACH, FL 33004 t.203.761.8951 DCR SUBMISSION 10/02/2025 ArchitectMSA8950 SW 74 Court, Suite 1513 MIAMI, FL 33156 t.305.273.9424 Civil EngineerKimley Horn445 24th Street, Suite 200 VERO BEACH, FL 32960 t.772.794.4100 DCR SUBMISSION 2 12/04/2025 REVISION #3 02/27/2026 FUTURE RESTAURANT FUTURE RESTAURANT FUTURE RESTAURANT N C O M P A S S W A Y N C O M P A S S W A Y R A D I A N T D R I V E NOTES: 1.LANDSCAPE ARCHITECT TO APPROVE ALL PROPOSED PLANTING LAYOUT/LOCATIONS PRIOR TO PLANTING. 2.LOCATE ALL UNDERGROUND UTILITIES AND KEEP ALL TREES CLEAR OF REQUIRED CLEARANCES PER CITY STANDARDS. MA T C H L I N E S E E S H E E T L 5 . 0 2 M E R I D I A N D R I V E 35 9 ' - 0 " (D R I V E A N D A V E N U E S T R E E T T R E E S ) M A X I M U M 4 0 ' O N C E N T E R S P A C I N G (12) GJ (3) PD (7) MIM (4) GJ (4) CR (6) GJ (38) SAV (14) SAV (3) CR(6) CR (4) GJ (7) CR (3) CR (12) SAV (6) CR (38) SAV (26) SAV (15) MIM (3) GJ (4) CR (26) SAV (4) GJ (29) SAV (7) CR (2) BS (8) FS (2) RR (1) BS (6) CR (11) MIM (4) PD (4) PD (16) FS (1) BS (12) CR (2) BS (15) MIM (3) PD (72) SAV PLANTER POTS WITH ANNUALS, TYP. SHADE TREES PLANT LIST - OR APPROVED EQUAL BOTANICAL/COMMON NAMEKEY SIZE PALM TREES 14 PD Phoenix dactilyfera 'Medjool' 'Medjool' Date Palm 20-24' Ht. CT F.G. Full Crown, Specimen SHRUBS 6 BS Bursera simaruba Gumbo Limbo 3.5 Cal. B&B Central Leader Full Crown, Matched Specimens SHRUBS 40 GJ Gardenia jasminoides Cape Jasmine 24"-30" Ht. Cont. Full, Matched PERENNIALS/GRASSES/GROUNDCOVERS 140 CR Clusia rosea 'Nana' Clusia Nana 18-24" Spd./Ht. Cont. Full, Matched. 173 MIM Mimosa strigillosa Sunshine mimosa Quart Cont. 24" O.C. 150 NEP Nephrolepis exaltata Boston Fern Gal. Cont. 24" O.C. QUANTITYSYMBOL 8 RR Roystonea regia Royal Palm 20-25' Ht. CT F.G. Full, Matched. NATIVE YES NO YES YESYES NO YES YES ROOT COMMENTS (8) CR (8) FS (40) MIM (2) RR (8) CR (75) SAV (23) CR (16) FS (75) NEP (32) SAV 542 SAV Salvia coccinea 'Summer Jewel Lavender' Tropical Sage 'Summer Jewel Lavender' Quart Cont. 18" O.C.YES (23) CR (16) FS (7) GJ (7) MIM (75) NEP (20) CR (4) RR (140) SAV (56) MIM (40) SAV (22) MIM LIMIT OF DESIGN, TYP. EXISTING PLANTING TO REMAIN EXISTING PLANTING TO REMAIN CITY OF DANIA BEACH STANDARD LANDSCAPE PLAN NOTES 1. A PRE-CONSTRUCTION MEETING WITH THE DANIA BEACH CITY ARBORIST IS REQUIRED PRIOR TO LANDSCAPING ACTIVITIES INCLUDING REMOVAL OF TREES AND/OR INSTALLATION OF PLANT MATERIAL. CALL 954-924-0423 A MINIMUM OF 5 DAYS PRIOR TO DESIRED START DATE TO SCHEDULE PRE-CONSTRUCTION MEETING. 2. ALL EXISTING TREES PROPOSED TO REMAIN ARE TO BE SEPARATED FROM THE LIMITS OF DISTURBANCE OF THE CONSTRUCTION AREA BY TREE PROTECTION FENCING AND SIGNAGE. THE TREE PROTECTION FENCING SHALL BE LOCATED AT THE EDGE OF THE TREE PROTECTION ZONE AS DEPICTED ON THE PLAN OR AT THE EDGE OF THE DRIP-LINE(S) IF A TREE PROTECTION ZONE IS NOT DESIGNATED. NO MATERIAL STORAGE OR CONSTRUCTION ACCESS IS PERMITTED WITHIN THE TREE PROTECTION ZONE. 3. ALL EXISTING TREES SHALL BE PRUNED TO ANSI A-300 STANDARDS TO CORRECT POTENTIAL HAZARDS. 4. A TREE REMOVAL PERMIT IS REQUIRED PRIOR TO REMOVAL OR RELOCATION OF ANY TREE OR PALM. CONTACT THE DANIA BEACH CITY ARBORIST AT 954-924-6805 TO OBTAIN PERMIT INFORMATION. 5. LANDSCAPE CONTRACTOR SHALL NOTIFY SUNSHINE ONE CALL OF FLORIDA, INC. AT 1-800-432-4770 A MINIMUM OF 2 FULL BUSINESS DAYS PRIOR TO DIGGING. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGE TO UTILITIES FROM PLANT INSTALLATION. 6. TREE RELOCATIONS: A. EXISTING TREES TO BE RELOCATED SHALL BE ROOT PRUNED A MINIMUM OF 120 DAYS PRIOR TO RELOCATION B. MINIMUM ROOT BALL SIZES SHALL BE IN ACCORDANCE WITH ANSI STANDARDS AS FOLLOWS: CALIPER MINIMUM ROOT BALL DIAMETER 1 16 2 24 3 32 4 42 5 54 6 60 7 70 8 80 > 8 12 INCHES PER INCH OF TRUNK DIAMETER TRANSPLANTED TREES WITH UNDERSIZED ROOT BALLS MAY BE REJECTED BY THE CITY ARBORIST AND REPLACEMENT TREES MAY BE REQUIRED. C. A TEMPORARY IRRIGATION SYSTEM SHALL BE PROVIDED DURING AND FOR THE FIRST 40 DAYS AFTER ROOT PRUNING. 7. ALL PLANTING MUST FOLLOW PLANTING SPECIFICATIONS AND DETAILS SHOWN ON THE PLAN. 8. SUBSTITUTIONS OF PLANT SPECIES OR SPECIFICATIONS MUST BE APPROVED IN WRITING BY THE DANIA BEACH CITY ARBORIST PRIOR TO USE. 9. ALL PLANT MATERIAL PLANTED PER THIS LANDSCAPE PLAN SHALL BE FLORIDA GRADE #1 OR BETTER, AS SPECIFIED IN THE CURRENT EDITION OF THE FLORIDA DEPARTMENT OF AGRICULTURE’S GRADES AND STANDARDS FOR NURSERY PLANTS. DAMAGED PLANT MATERIAL SHALL BE REJECTED AND REPLACED PRIOR TO INSTALLATION. 10. ALL SIZES SHOWN FOR PLANT MATERIAL ARE TO BE CONSIDERED MINIMUMS. 11. WHERE QUANTITIES AND/OR SPECIES DIFFER BETWEEN THE PLANTING PLANS AND PLANT LISTS, THE PLANS SHALL TAKE PRECEDENCE 12. ALL NEW PLANT MATERIAL SHALL BE WARRANTED BY THE LANDSCAPE CONTRACTOR FOR A MINIMUM PERIOD OF ONE YEAR. THE WARRANTEE PERIOD SHALL BEGIN AFTER ACCEPTANCE OF THE PLANTS BY THE CITY ARBORIST. 13. ALL PLANT BEDS TO BE TREATED WITH PRE-EMERGENT HERBICIDE PRIOR TO PLANTING. 14. ALL TREE AND PALM STAKING AND SUPPORT SHALL BE REMOVED ONE YEAR AFTER INSTALLATION. 15. NO FERTILIZER SHALL BE APPLIED TO NEWLY PLANTED TREES AND PALMS. 16. ALL LANDSCAPE MATERIAL SHALL BE THOROUGHLY WATERED AT THE TIME OF PLANTING, NO DRY PLANTING PERMITTED. 17. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY WATER PROVISIONS UNTIL SUCH TIME AS THE IRRIGATION SYSTEM IS OPERATIONAL. 18. ALL WIRE GUYS AND/OR FABRIC STRAPS SHALL BE FLAGGED WITH FLORESCENT COLORED TAPE. 19. MULCHING: A. ALL LANDSCAPE AREAS NOT COVERED BY SOD SHALL BE COVERED BY A MINIMUM 3-INCH LAYER OF MULCH. B. A MULCH RING WITH A MINIMUM RADIUS OF 24 INCHES (48 INCH DIAMETER), IS REQUIRED AROUND ALL NEWLY INSTALLED TREES AND PALMS. C. CYPRESS MULCH SHALL NOT BE USED. 20. ALL NEW LANDSCAPED AREAS SHALL BE EXCAVATED DOWN TO A DEPTH OF 24 INCHES BELOW FINAL GRADE AND BACK FILLED WITH CLEAN DEBRIS-FREE SOIL. CONSTRUCTION ACCESS SHALL BE RESTRICTED FROM THE LANDSCAPE AREA AFTER EXCAVATION AND BACKFILL IS COMPLETE. 21. ALL LANDSCAPE AREAS SHALL BE FINISH GRADED SUCH THAT THEY ARE A MINIMUM OF 3.5 INCHES BELOW SURROUNDING PAVED SURFACES SO AS NOT TO IMPEDE THE FLOW OF DRAINAGE INTO LANDSCAPED AREAS AND TO ALLOW FOR A 3-INCH MULCH LAYER. PROPOSED LIGHT POLE, TYP; SEE ARCH PLANS PROPOSED LIGHT POLE, TYP; SEE ARCH PLANS PROPOSED STREET LIGHT POLE; SEE ARCH PLANS PLAN LEGEND PROPOSED PLAZA LIGHT POLE; SEE ARCH PLANS 44 FS Forestiera segregata Florida privet 30"-36" Spd. Cont. Full, Matched YES S:\25 Projects\25032 Dania Pointe Phase IV Buildings\MRA\02 SD\CAD\Sheets\L5.02 Planting Plan.dwg, 3/10/2026 3:58:40 PM, _AutoCAD PDF (General Documentation).pc3 L5.11 PLANTING DETAILS SEAL PROJECT NO. DRAWN BY :REVIEWED BY : SCALE :25032 As Shown GS,TD MR,TD Da n i a P o i n t e - M i x e d - U s e T o w e r s Da n i a B e a c h , F L ISSUED FOR DATE 151413121110987654321 0 A B C D E F G H I J 0 151413121110987654321 OwnerKimco81 SW 18TH AVE. DANIA BEACH, FL 33004 t.203.761.8951 DCR SUBMISSION 10/02/2025 ArchitectMSA8950 SW 74 Court, Suite 1513 MIAMI, FL 33156 t.305.273.9424 Civil EngineerKimley Horn445 24th Street, Suite 200 VERO BEACH, FL 32960 t.772.794.4100 DCR SUBMISSION 2 12/04/2025 REVISION #3 02/27/2026 TIE OUTER FRONDS W/ 316" HEMP (NO MORE THAN SIX WRAPS) SCARIFY SIDES AND BOTTOM OF PLANT PIT TO 1" DEPTH. PLANTING SOIL (MIN. 2'-0" DEEP) 3" MULCH 3" TOPSOIL 4" DRAINAGE LAYER AGGREGATE, WASHED AND CLEAN OF ALL FINES NOTES: 1. MULCH NEVER TO BE PLACED AGAINST TRUNK FLARE. 2. COMPLY WITH ALL INSTALLATION GUIDELINES FOR PALM INSTALLATIONS. ENSURE THAT THEY ARE ADEQUATELY SUPPORTED TO AVOID TILTING PLATIPUS ROOTBALL ANCHORING SYSTEM FOR PALMS CONCRETE DEADMAN, (MIN. 3 PER TREE) 1 TYPICAL PALM TREE PLANTING 1/2"=1'-0" FOR B&B TREES CUT & REMOVE TOP 1/3 OF BURLAP OR WIRE BASKET FROM ROOTBALL TOP OF COMPACTED AND SCARIFIED SUBGRADE SHOVEL-CUT EDGE FINISH GRADE STAKE LIMIT OF TREE CANOPY/MULCH LIMIT OF TREE PIT ROOTBALL MULCH, NEVER TO BE PLACED AGAINST TRUNK MULCH RING TO LIMIT OF CANOPY OR 2' MIN. DIA., WHICH EVER IS GREATER WHEN PLANTING IN LAWN, SEED OR SOD TO LIMIT OF MULCH RING, BOTH SIDES ADJACENT PLANTING PLANTING SOIL, MIN 3'-0" DEEP FOR LARGE TREES NOTES: 1. NEVER CUT CENTRAL LEADER. 2. SET TREE ROOT BALL WITH 1/8 OR 2" MAX. ABOVE FINISH GRADE. 3. REFER TO SOILS PLAN SHEET FOR SOIL EXTENT AND DEPTH PLAN 4" DRAINAGE STONE AGGREGATE, WASHED AND CLEAN OF ALL FINES PLATIPUS ROOTBALL ANCHORING SYSTEM CONCRETE DEADMAN, (MIN. 3 PER TREE) 2 TYPICAL DECIDUOUS TREE PLANTING 1/2"=1'-0" FIRST LATERAL ROOT FLUSH WITH FINISH GRADE 3" MULCH (TYP.) PLANTING SOIL REMOVE 13 OF BURLAP FROM TOP OF ROOTBALL SCARIFIED TOP OF COMPACTED SUBGRADE 4 TYPICAL SHRUB PLANTING 1"=1'-0" EQ . TY P . EQ. TYP. COARSELY LOOSEN/SCARIFY EXISTING SUBSOIL. TILL FIRST 3 INCHES OF PLANTING SOIL MIX INTO THE SUBSOIL REPLACE EXISTING SOIL WITH SPECIFIED PLANTING SOIL MIX TO A MINIMUM DEPTH OF 12" 3" DEPTH MULCH AS SPECIFIED KEEP MULCH 1" FROM PLANT STEMS SET PLANTS AT ORIGINAL PLANT DEPTH AS GROWN IN NURSERY PLANT CENTER PLAN SPACING AS INDICATED ON PLANT SCHEDULE - EQUAL SPACING IN ALL DIRECTIONS 5 TYPICAL PERENNIAL PLANTING 1/2"=1'-0" 2" DEPTH TOPSOIL FILL VA R I E S AMENDED TOPSOIL PLANTS EQUAL SPACING AS NOTED ON PLANT LIST GROUNDCOVER SHREDDED HARDWOOD MULCH COMPACTED FURNISHED76 m m ( 3 " ) M I N . 6 TYPICAL GROUNDCOVER PLANTING 1/2"=1'-0" 3 ROOT BARRIER 1"=1'-0" FINISHED GRADE CURB ROOT BARRIER BY: Century Root Barrier (714)632-7083 THICKNESS: .085 IN. (min.) MATERIAL: POLYETHYLENE WITH ULTRAVIOLET INHIBITORS SIZE: 36" D, OR AS NOTED ON PLAN 3-4" GRAVEL INNER 90° DEFLECTING RIBS 3. CENTURY ROOT BARRIER OR APPROVED EQUAL. 2. DO NOT SCALE DRAWINGS. 1. INSTALLATION TO BE COMPLETED IN NOTES: LINEAR APPLICATION (or) DeepRoot (800)458-7668 ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ROOT BARRIER TO BE INSTALLED FOR ALL TREES WITHIN 10 FEET OF A SIDEWALK OR PARKING AREA. S:\25 Projects\25032 Dania Pointe Phase IV Buildings\MRA\02 SD\CAD\Sheets\L5.11 Planting Details.dwg, 3/10/2026 3:58:51 PM, _AutoCAD PDF (General Documentation).pc3 DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C CO V E R S H E E T C-000 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. DEVELOPMENT REVIEW COMMITTEE PLANS FOR DANIA POINTE PHASE IV PROJECT TEAM OWNER/DEVELOPER BRANDON REYNOLDS DANIA LIVE 1748, LLC 1 OAKWOOD BOULEVARD, SUITE 70 HOLLYWOOD, FL 33020 (954) 983-2597 BReynolds@kimcorealty.com CIVIL ENGINEER GREGORY D. WILFONG, P.E. KIMLEY-HORN AND ASSOCIATES, INC. 445 24TH STREET, SUITE 200 VERO BEACH, FLORIDA 32960 (772) 794-4100 ARCHITECT GEORGE O'BRIEN MSA ARCHITECTS, INC. 8950 SW 74TH COURT, SUITE 1613 MIAMI, FL 33156 (305) 273-9911 LOCATED IN CITY OF DANIA BEACH, FLORIDA SECTION 33, TOWNSHIP 50S, RANGE 42E VICINITY N.T.S.NORTH PREPARED BY: SR 818 PROJECT LOCATION BROWARD COUNTY PROJECT LOCATION STIRLING ROAD I-9 5 FORT LAUDERDALE- HOLLYWOOD INTERNATIONAL AIRPORT US - 1 OLD GRIFFIN ROAD BR Y A N R O A D Sheet List Table C-000 COVER SHEET C-200 DEMOLITION AND EROSION CONTROL PLAN C-201 DEMOLITION AND EROSION CONTROL PLAN C-202 DEMOLITION AND EROSION CONTROL PLAN C-203 DEMOLITION AND EROSION CONTROL PLAN C-204 DEMOLITION AND EROSION CONTROL PLAN C-210 EROSION CONTROL DETAILS C-300 SITE PLAN C-301 SITE, SIGNING AND MARKING PLAN C-302 SITE, SIGNING AND MARKING PLAN C-303 SITE, SIGNING AND MARKING PLAN C-304 SITE, SIGNING AND MARKING PLAN C-500 PAVING, GRADING AND DRAINAGE PLAN C-501 PAVING, GRADING AND DRAINAGE PLAN C-502 PAVING, GRADING AND DRAINAGE PLAN C-503 PAVING, GRADING AND DRAINAGE PLAN C-504 PAVING, GRADING AND DRAINAGE PLAN C-510 PAVING, GRADING AND DRAINAGE DETAILS C-600 UTILITY PLAN C-601 UTILITY PLAN C-602 UTILITY PLAN C-603 UTILITY PLAN C-604 UTILITY PLAN ISSUANCE DATE: LATEST REVISION DATE: 10/02/2025 02/27/2026 LEGAL DESCRIPTION - PARCEL 504233590022 LEGAL DESCRIPTION - PARCEL 504233590021 GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:01:57-04'00' FIRE FIRE FI R E FIRE FIRE FIRE FIRE WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM FI R E FI R E FIRE FIRE FI R E FI R E FI R E FI R E FI R E FIREFIRE WM WM WM WM WM WM WM WM WM WM FIRE WM WM WM WM FI R E WM WM WM WM FI R E FIRE FIRE FIRE WM WM WM WM WM FIREFIREFIRE FIRE FIRE FIRE FIREFIREFIREFIREFIRE WM WM WM WM E SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSS SS SS SS SS SS SS SS SS 3P N 1 C 3PN1C COM4 ~ 4 I N COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 1FN2C 1FN2C COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 6PN2C 6PN2C 6PN2C GAS1 ~ 2 I N GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN 3P N 1 C 3P N 1 C GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 3PN1 C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C EL E C PN3C 9PN3C 9PN3C 9PN3C GA S 1 ~ 2 I N GA S 1 ~ 2 I N 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3P N 1 C 3P N 1 C 3P N 1 C 1FN2C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2 C 3PN1C 3PN1C 3P N 1 C 1F N 2 C GA S 1 ~ 4 I N GA S 1 ~ 4 I N CO M 2 ~ 4 I N 3P N 1 C COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 2FN4C 6P N 2 C CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N GA S 1 ~ 2 I N GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GA S 1 ~ 2 I N GA S 1 ~ CO M 2 ~ 2 I N GA S 1 ~ 2 I N 3P N 1 C EL E C EL E C GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N N. C O M P A S S WA Y (P R I V A T E ) POINTEBOULEVARD (PRIVATE) RADIANT DRIVE (PRIVATE) MERIDIAN DRIVE(PRIVATE) RADIANT DRIVE (PRIVATE) MERIDIAN DRIVE(PRIVATE)DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C DE M O L I T I O N A N D ER O S I O N C O N T R O L PL A N C-200 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH NOTES: 1. CONTRACTOR IS REQUIRED TO OBTAIN ALL DEMOLITION PERMITS. 2. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING AIRBORNE DUST AND POLLUTANTS BY USING WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. CONTRACTOR SHALL ENSURE THAT EXCESSIVE DUST IS NOT TRANSPORTED BEYOND THE LIMITS OF CONSTRUCTION IN POPULATED AREAS. 3. CONTRACTOR TO USE CARE IN HANDLING DEBRIS FROM SITE TO ENSURE THE SAFETY OF THE PUBLIC. HAUL ROUTE TO BE CLOSELY MONITORED FOR DEBRIS OR MATERIALS TRACKED ONTO ADJOINING ROADWAYS, SIDEWALKS, ETC. ROADWAYS AND WALKWAYS TO BE CLEARED DAILY OR AS NECESSARY TO MAINTAIN PUBLIC SAFETY. 4. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. SEQUENCE OF CONSTRUCTION UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THIS EROSION CONTROL PLAN AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. PHASE 1: 1. CONSTRUCT CONSTRUCTION ENTRANCE (1) AND INSTALL SILT FENCE AND SILT DIKES. 2. INSTALL INLET PROTECTION AT EXISTING INLET(S). 3. INSTALL AND STABILIZE ANY NECESSARY HYDRAULIC CONTROL STRUCTURES (DIKES, CHECK DAMS, OUTLET TRAPS, RISER PIPE DISCHARGE POINT, ETC.) 4. PREPARE CLEARING AND GRUBBING AND DEMOLITION OF THE SITE. HALT ALL ACTIVITIES AND CONTACT THE CONSULTANT TO PERFORM INSPECTION AND CERTIFICATION OF BMPS. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE-CONSTRUCTION MEETING WITH CONSULTANT AND ALL GROUND-DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. PHASE 2: 5. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 6. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 7. TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE OR AS REQUIRED BY GENERIC PERMIT. CONTRACTOR TO BE RESPONSIBLE FOR OBTAINING ALL DEWATERING PERMITS NECESSARY FOR CONSTRUCTION MAINTENANCE ALL MEASURES STATED ON THIS EROSION CONTROL PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. 4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. LEGEND SILT FENCE SILT DIKE LIMITS OF DISTURBANCE (3.60 AC) INLET PROTECTION ASPHALT TO BE REMOVED ROADWAY PAVERS TO BE REMOVED SHEET C-201 - DEMOLITION AND EROSION CONTROL PLAN SHEET C-202 - DEMOLITION AND EROSION CONTROL PLAN SHEET C-203 - DEMOLITION AND EROSION CONTROL PLAN SHEET C-204 - DEMOLITION AND EROSION CONTROL PLAN GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:02:22-04'00' WM WM WM WM WM WM WM WM WM WM FIRE WM WM WM WM WM WM WM WM WM FIRE FIRE FIRE FIRE FIRE FIRE FIREFIREFIREFIREFIREFIRE SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OM4~4 I N COM4 ~ 4 I N COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN GAS1 ~ 2 I N GAS1~ 2 I N GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN G 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 3PN1 C 3PN1 C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN EL E C EL E C GA S 1 ~ 2 I N GA S 1 ~ 2 I N 6P N 2 C 1FN2 C CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N TEL TEL POINTEBOULEVARD(PRIVATE) RADIANT DRIVE(PRIVATE) DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C DE M O L I T I O N A N D ER O S I O N C O N T R O L PL A N C-201 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH MA T C H L I N E ( S E E S H E E T C - 2 0 2 ) MATCHLINE (SEE SHEET C-203) LEGEND SILT FENCE SILT DIKE LIMITS OF DISTURBANCE (3.60 AC) INLET PROTECTION ASPHALT TO BE REMOVED ROADWAY PAVERS TO BE REMOVED GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:02:34-04'00' FI R E FI R E FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE WM WM WM WM WM WM WM WM WM WM FI R E FI R E FI R E FI R E FI R E FI R E WM WM WM WM WM WM WM WM WM WM WM FI R E FI R E FIRE FIRE FIRE FIRE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSS COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 6PN2 C 6PN2C 6PN2C 6PN2C 6PN2C 6PN2C GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN 3P N 1 C 3P N 1 C 3P N 1 C 1FN2C 1FN2C 1FN2C 3PN1C 3PN1C 3PN1C 3PN1C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 1F N 2 C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 3P N 1 C CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN CO M 4 ~ 4 I N TEL TEL 3P N 1 C EL E C EL E C EL E C EL E C GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N RADIANT DRIVE(PRIVATE) DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C DE M O L I T I O N A N D ER O S I O N C O N T R O L PL A N C-202 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH MA T C H L I N E ( S E E S H E E T C - 2 0 1 ) MATCHLINE (SEE SHEET C-204) LEGEND SILT FENCE SILT DIKE LIMITS OF DISTURBANCE (3.60 AC) INLET PROTECTION ASPHALT TO BE REMOVED ROADWAY PAVERS TO BE REMOVED GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:02:45-04'00' WM WM WM WM WM WM WM WM WM WM FIRE FIRE FIRE FIRE FI R E FI R E FI R E FIRE FIRE WM WM WM WM WM WM WM WM WM WM WM FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE WM WM WM WM WM WM IRE S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN 2FN 4 C 9PN3C 9PN3C 9PN3C 9PN3C 9PN3C 9PN3C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 3P N 1 C 2FN4C 6P N 2 C 6P N 2 C GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N TEL TEL 3P N 1 C MERIDIAN DRIVE (PRIVATE) DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C DE M O L I T I O N A N D ER O S I O N C O N T R O L PL A N C-203 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH MA T C H L I N E ( S E E S H E E T C - 2 0 4 ) MATCHLINE (SEE SHEET C-201) LEGEND SILT FENCE SILT DIKE LIMITS OF DISTURBANCE (3.60 AC) INLET PROTECTION ASPHALT TO BE REMOVED ROADWAY PAVERS TO BE REMOVED GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:02:57-04'00' FIRE FIRE WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM FIRE FI R E FI R E FI R E FI R E FI R E FI R E FI R E FI R E FI R E FI R E FI R E FIREFIREFIREFIREFIRE WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM FIRE FIRE FIRE FIRE FIRE FIRE FIRE FI IRE FIRE WM WM WM WM WM SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSS SS SS EL E C 3P N 1 C 3P N 1 C 3P N 1 C 3PN1C 3PN1C 3PN1C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 3P N 1 C 3P N 1 C 3P N 1 C GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 1FN2C 1FN2C 1FN2C 3P N 1 C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3P N 1 C 1F N 2 C 1F N 2 C 1F N 2 C GA S 1 ~ 4 I N GA S 1 ~ 4 I N GA S 1 ~ 4 I N CO M 2 ~ 4 I N CO M 2 ~ 4 I N CO M 2 ~ 4 I N 3P N 1 C 3P N 1 C COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 3P N 1 C 3P N 1 C GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N N. C O M P A S S WA Y (P R I V A T E ) MERIDIAN DRIVE (PRIVATE) DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C DE M O L I T I O N A N D ER O S I O N C O N T R O L PL A N C-204 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH MA T C H L I N E ( S E E S H E E T C - 2 0 3 ) MATCHLINE (SEE SHEET C-202) LEGEND SILT FENCE SILT DIKE LIMITS OF DISTURBANCE (3.60 AC) INLET PROTECTION ASPHALT TO BE REMOVED ROADWAY PAVERS TO BE REMOVED GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:03:14-04'00' DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C ER O S I O N C O N T R O L DE T A I L S C-210 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. SILT FENCE INSTALLATION N.T.S DANDY SACK TM INLET INSERT N.T.S SILT DIKE ON EXISTING PAVEMENT N.T.S A A RUMBLE PAD N.T.S GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:03:25-04'00' FIRE T BLDG. L2 30,952 SF (BUILDING COVERAGE) FFE 6.0 BLDG. M2 30,523 SF (BUILDING COVERAGE) FFE 6.0 N. C O M P A S S WA Y (P R I V A T E ) POINTEBOULEVARD (PRIVATE) RADIANT DRIVE (PRIVATE) MERIDIAN DRIVE(PRIVATE) RADIANT DRIVE (PRIVATE) MERIDIAN DRIVE(PRIVATE) ∆ ∆ ∆ ∆ ∆ ∆ DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C SI T E P L A N C-300 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . NORTH STIRLING ROAD OVERALL PLAN N.T.S. DEVELOPMENT BREAKDOWN USE DDG MAX. ALLOWED PLAT MAX. ALLOWED PHASE I PHASE II RESI A, B, C OFFICE PHASE IV DDG REMAINING PLAT REMAINING COMMERCIAL 950,000 SF 865,000 SF 329,455 SF 469,795 SF 0 0 51,077 SF 99,673 SF 14,673 SF OFFICE 1,000,000 SF 472,894 SF 0 0 0 472,894 SF 0 527,106 SF 0 SF HOTEL ROOMS 550 ROOMS 550 ROOMS 0 350 0 0 0 200 ROOMS 200 ROOMS RESIDENTIAL UNITS 1,400 UNITS 1,110 MID-RISE UNITS 0 0 800 0 265 335 UNITS 45 UNITS 0 HIGH RISE UNITS 0 0 0 0 0 0 0 UNITS BLOCK SUMMARY PREVIOUSLY THIS APPLICATION APPROVED BLOCK I: COMMERCIAL 146,563 SF OFFICE 0 SF BLOCK II: COMMERCIAL 177,501 SF OFFICE 0 SF BLOCK III: COMMERCIAL 241,951 SF OFFICE 0 SF BLOCK IV: COMMERCIAL 79,156 SF 25,538 SF RESIDENTIAL 264 UNITS 138 UNITS OFFICE 0 BLOCK V: COMMERCIAL 65,215 SF 25,538 SF RESIDENTIAL 0 127 UNITS OFFICE 0 BLOCK VI: COMMERCIAL 61,624 SF OFFICE 0 BLOCK VII: COMMERCIAL 0 RESIDENTIAL 0 OFFICE 472,894 SF BLOCK VIII: COMMERCIAL 0 RESIDENTIAL 536 UNITS OFFICE 0 BLOCK IX: COMMERCIAL 21,225 SF RESIDENTIAL 0 HOTEL 350 ROOMS OFFICE 0 SITE DATA LOCATION: SECTION 33, TOWNSHIP 50 S, RANGE 42 E ADDRESS:NW CORNER OF STIRLING RD & BRYAN RD DANIA BEACH, FLORIDA 33004 EXISTING ZONING: PMUD LAND USE: REGIONAL ACTIVITY CENTER (RAC) SITE WORK AREA:130,904 SF 3.00 AC SITE WORK AREA COVERAGE 130,904 SF 3.00 AC 100.00% BUILDING COVERAGE AREA 61,475 SF 1.41 AC 47.00% IMPERVIOUS AREA 59,980 SF 1.37 AC 45.67% PERVIOUS AREA 9,449 SF 0.22 AC 7.33% BUILDING HEIGHT: 8 STORIES (135 FEET) ALLOWED 8 STORIES (100 FEET) PROPOSED PARKING REQUIRED NEW COMMERCIAL: 4 SPACE PER 1000 SF = ((4 SP/1000 SF) 51,007 SF) = 205 SPACES RESIDENTIAL (STUDIO AND 1 BDR): ((1 SPACE PER UNIT) 159 UNITS) = 159 SPACES RESIDENTIAL (2 OR MORE BDR): ((1.5 SPACES PER UNIT) 106 UNITS) = 159 SPACES TOTAL PARKING REQUIRED = 523 SPACES 16 ADDITIONAL PARKING STALLS ARE BEING ADDED AS PART OF THIS APPLICATION, INCLUDING 4 ACCESSIBLE PARKING STALLS SHEET C-301 - SITE, SIGNING AND MARKING PLAN SHEET C-302 - SITE, SIGNING AND MARKING PLAN SHEET C-303 - SITE, SIGNING AND MARKING PLAN SHEET C-304 - SITE, SIGNING AND MARKING PLAN TOTAL DANIA POINTE LOT COVERAGE COVERAGE TABLE 4,444,235 SF 102.03 AC 100.00% BUILDING COVERAGE 1,272,894 SF 29.22 AC 28.64% IMPERVIOUS AREA 2,367,094 SF 54.34 AC 53.26% PERVIOUS AREA 583,501 SF 13.40 AC 13.13% POND AREA 220,746 SF 5.07 AC 4.97% DANIA POINTE NET AREA= 4,444,235 SF (102.03 AC) DANIA POINTE GROSS AREA = 4,941,078 SF (113.43 AC) DANIA POINTE NET DENSITY = 1065 UNITS/102.03 AC = 10.44 DU/AC DANIA POINTE GROSS DENSITY = 1065 UNITS/113.43 AC = 9.39 DU/AC PARCEL ID: 504233590021 ZONING: PMUD LAND USE: REGIONAL ACTIVITY CENTER PARCEL ID: 504233590022 ZONING: PMUD LAND USE: REGIONAL ACTIVITY CENTER PARCEL ID: 504233590081 ZONING: PMUD LAND USE: REGIONAL ACTIVITY CENTER 245 PHASE IV SECURED AND DEDICATED RESIDENTIAL PARKING SPACES ARE PROVIDED IN THE WAY POINTE PARKING GARAGE. THE REMAINDER OF THE RESIDENTIAL PARKING STALLS ARE PROVIDED AS PART OF THE EXISTING RESIDENTIAL PARKING OVERAGE IN THE SOUTH BEARING PARKING GARAGE. THE REMAINDER OF THE REQUIRED COMMERCIAL PARKING STALLS ARE PROVIDED THROUGHOUT DANIA POINTE. PARCEL ID: 504233590010 ZONING: PMUD LAND USE: REGIONAL ACTIVITY CENTER PARCEL ID: 504233590010 ZONING: PMUD LAND USE: REGIONAL ACTIVITY CENTER PARCEL ID: 504233590013 ZONING: PMUD LAND USE: REGIONAL ACTIVITY CENTER PARCEL ID: 504233590010 ZONING: PMUD LAND USE: REGIONAL ACTIVITY CENTER PARCEL ID: 504233590010 ZONING: PMUD LAND USE: REGIONAL ACTIVITY CENTER USGBC LEED CERTIFICATION WILL BE MET VIA: x LOCATION AND TRANSPORTATIONxSUSTAINABLE SITES x WATER EFFICIENCYxENERGY AND ATMOSPHERExMATERIALS AND RESOURCES x INDOOR ENVIRONMENTAL QUALITYxINTEGRATIVE PROCESS x INNOVATION x REGIONAL PRIORITY CREDITS 1034.6 3 ' 1150. 2 4 ' 12 3 3 . 2 2 ' 10 2 8 . 5 1 ' 20 1 . 5 3 ' 20 1 . 5 3 ' GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:03:40-04'00' BLDG. M2 30,523 SF (BUILDING COVERAGE) FFE 6.0 POINTEBOULEVARD(PRIVATE) RADIANT DRIVE(PRIVATE) 30' 18'9' 12' 18'12' 5' A C E G H H H I I I I I 9.6' 5.66' R5' J K L MMMMMMMM M M M M M M M M M M N N N NNNN N O P Q Q S S S 6 4 S R G 1,182 SF A 27.27'6'6' V 45.41' R3' W 12.93' R2'R5'R3' R10' KNOX BOX 12'X40' LOADING AREA X X X DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C SI T E , S I G N I N G A N D MA R K I N G P L A N C-301 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . NORTH D E EXISTING SIGNAGE RELOCATED FIRE HYDRANT ACCESSIBLE CURB RAMP (TYP.) LEGEND A B PROPERTY LINE C MAIL ROOM LOCATED IN BUILDING L2 LOBBY (N/A THIS SHEET) F EXISTING FIRE HYDRANT G TRASH COLLECTION AREA H NO PARKING - FIRE LANE SIGN (R53) I SIDEWALK (REFER TO HARDSCAPE PLANS FOR SIDEWALK TREATMENT) J RAISED CROSSWALK (REFER TO DETAIL ON SHEET C-510) K EXISTING SIDEWALK L ACCESSIBLE PARKING SPACE AND SIGN (TYP. OF 6) M DOOR LOCATION N BUILDING OVERHANG O FIRE DEPARTMENT CONNECTION P LIMITS OF OUTDOOR SEATING AREA (AREA SHOWN IN PLAN) Q GARAGE CONNECTION BRIDGE R EXISTING FIRE ACCESS ONLY S SEAT WALL (REFER TO HARDSCAPE PLANS FOR DETAIL) MA T C H L I N E ( S E E S H E E T C - 3 0 2 ) MATCHLINE (SEE SHEET C-303) T RIDE SHARE DROP OFF LOCATION (N/A THIS SHEET) U STOP SIGN (N/A THIS SHEET) V YIELD TO PEDESTRIANS SIGN SIGNAGE/MARKING LEGEND PARKING BY DISABLED PERMIT ONLY $ 250 FINE F.S. 318.18 30"X30" STOP SIGN (R1-1) 12"X18" ACCESSIBLE PARKING SIGN (FTP-20-06) 6"X12" ACCESSIBLE PARKING PENALTY SIGN (FTP-22-06) 36"X36" YIELD HERE TO PEDESTRIANS SIGN (R1-5L/R) BICYCLE LANE W WHEEL STOP (TYP)(SEE DETAIL SHEET C-510) X TRASH AND RECYCLING RECEPTACLE GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:03:53-04'00' RADIANT DRIVE(PRIVATE) 18' 12' 5' 9' C E I I I I 8.5' 23' 6.83' 6.55' 8' 11'11' 8'8' 36' R3' R3' J J K L M M N N N P S 11 2 1,420 SF N 6' 6' T V U U C C W ∆ ∆ ∆ R20' R3' R15' 8'8' 15.8' 4' 12' 6' 12'6' 12' 11' 4'16'16' 15'X15' SIGHT TRIANGLE 15'X15' SIGHT TRIANGLE X X DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C SI T E , S I G N I N G A N D MA R K I N G P L A N C-302 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . NORTH D E EXISTING SIGNAGE RELOCATED FIRE HYDRANT ACCESSIBLE CURB RAMP (TYP.) LEGEND A B PROPERTY LINE C MAIL ROOM LOCATED IN BUILDING L2 LOBBY (N/A THIS SHEET) F EXISTING FIRE HYDRANT G TRASH COLLECTION AREA (N/A THIS SHEET) H NO PARKING - FIRE LANE SIGN (R53) I SIDEWALK (REFER TO HARDSCAPE PLANS FOR SIDEWALK TREATMENT) J RAISED CROSSWALK (REFER TO DETAIL ON SHEET C-510) K EXISTING SIDEWALK L ACCESSIBLE PARKING SPACE AND SIGN (TYP. OF 6) M DOOR LOCATION N BUILDING OVERHANG O FIRE DEPARTMENT CONNECTION P LIMITS OF OUTDOOR SEATING AREA (AREA SHOWN IN PLAN) Q GARAGE CONNECTION BRIDGE (N/A THIS SHEET) R EXISTING FIRE ACCESS ONLY (N/A THIS SHEET) S SEAT WALL (REFER TO HARDSCAPE PLANS FOR DETAIL) MA T C H L I N E ( S E E S H E E T C - 3 0 1 ) MATCHLINE (SEE SHEET C-304) T RIDE SHARE DROP OFF LOCATION U STOP SIGN V YIELD TO PEDESTRIANS SIGN SIGNAGE/MARKING LEGEND PARKING BY DISABLED PERMIT ONLY $ 250 FINE F.S. 318.18 30"X30" STOP SIGN (R1-1) 12"X18" ACCESSIBLE PARKING SIGN (FTP-20-06) 6"X12" ACCESSIBLE PARKING PENALTY SIGN (FTP-22-06) 36"X36" YIELD HERE TO PEDESTRIANS SIGN (R1-5L/R) BICYCLE LANE W WHEEL STOP (TYP)(SEE DETAIL SHEET C-510) X TRASH AND RECYCLING RECEPTACLE GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:04:05-04'00' BLDG. L2 30,952 SF (BUILDING COVERAGE) FFE 6.0 MERIDIAN DRIVE (PRIVATE) 30' 18' 12' 5' A B C D E G HHH H I I I I I 18' 9' 12.5' 9.82' R5'R5'K K L MMMMM M M M M M M M M M M M NNNN N N N O P S 459' S 1,085 SF G V W R3'R2' R3' R3' 12' 27.27'6'6' KNOX BOX 12'X40' LOADING AREA X X X DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C SI T E , S I G N I N G A N D MA R K I N G P L A N C-303 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . NORTH D E EXISTING SIGNAGE RELOCATED FIRE HYDRANT ACCESSIBLE CURB RAMP (TYP.) LEGEND A B PROPERTY LINE C MAIL ROOM LOCATED IN BUILDING L2 LOBBY F EXISTING FIRE HYDRANT G TRASH COLLECTION AREA H NO PARKING - FIRE LANE SIGN (R53) I SIDEWALK (REFER TO HARDSCAPE PLANS FOR SIDEWALK TREATMENT) J RAISED CROSSWALK (REFER TO DETAIL ON SHEET C-510) K EXISTING SIDEWALK L ACCESSIBLE PARKING SPACE AND SIGN (TYP. OF 6) M DOOR LOCATION N BUILDING OVERHANG O FIRE DEPARTMENT CONNECTION P LIMITS OF OUTDOOR SEATING AREA Q GARAGE CONNECTION BRIDGE R EXISTING FIRE ACCESS ONLY S SEAT WALL (REFER TO HARDSCAPE PLANS FOR DETAIL) MA T C H L I N E ( S E E S H E E T C - 3 0 4 ) MATCHLINE (SEE SHEET C-301) T RIDE SHARE DROP OFF LOCATION (N/A THIS SHEET) U STOP SIGN (N/A THIS SHEET) V YIELD TO PEDESTRIANS SIGN SIGNAGE/MARKING LEGEND PARKING BY DISABLED PERMIT ONLY $ 250 FINE F.S. 318.18 30"X30" STOP SIGN (R1-1) 12"X18" ACCESSIBLE PARKING SIGN (FTP-20-06) 6"X12" ACCESSIBLE PARKING PENALTY SIGN (FTP-22-06) 36"X36" YIELD HERE TO PEDESTRIANS SIGN (R1-5L/R) BICYCLE LANE W WHEEL STOP (TYP)(SEE DETAIL SHEET C-510) X TRASH AND RECYCLING RECEPTACLE GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:04:17-04'00' N. C O M P A S S WA Y (P R I V A T E ) MERIDIAN DRIVE (PRIVATE) 18' 12' 5' 9' C C F I I I I I 36' 8.5' 23' 6.85' 12' 8' 13.66' 8'8' R3' R3' J K L M M M N P S 112 J 1,563 SF 6'12'6' 6' J 6'T V U W ∆ ∆ ∆ R20' R3' R15' 8'8' 16.64' 12' 12' 4'16'16' 15'X15' SIGHT TRIANGLE 15'X15' SIGHT TRIANGLE X X DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C SI T E , S I G N I N G A N D MA R K I N G P L A N C-304 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . NORTH MA T C H L I N E ( S E E S H E E T C - 3 0 3 ) MATCHLINE (SEE SHEET C-302) D E EXISTING SIGNAGE RELOCATED FIRE HYDRANT ACCESSIBLE CURB RAMP (TYP.) LEGEND A B PROPERTY LINE C MAIL ROOM LOCATED IN BUILDING L2 LOBBY (N/A THIS SHEET) F EXISTING FIRE HYDRANT G TRASH COLLECTION AREA (N/A THIS SHEET) H NO PARKING - FIRE LANE SIGN (R53) I SIDEWALK (REFER TO HARDSCAPE PLANS FOR SIDEWALK TREATMENT) J RAISED CROSSWALK (REFER TO DETAIL ON SHEET C-510) K EXISTING SIDEWALK L ACCESSIBLE PARKING SPACE AND SIGN (TYP. OF 6) M DOOR LOCATION N BUILDING OVERHANG O FIRE DEPARTMENT CONNECTION P LIMITS OF OUTDOOR SEATING AREA (AREA SHOWN IN PLAN) Q GARAGE CONNECTION BRIDGE (N/A THIS SHEET) R EXISTING FIRE ACCESS ONLY (N/A THIS SHEET) S SEAT WALL (REFER TO HARDSCAPE PLANS FOR DETAIL) T RIDE SHARE DROP OFF LOCATION U STOP SIGN V YIELD TO PEDESTRIANS SIGN SIGNAGE/MARKING LEGEND PARKING BY DISABLED PERMIT ONLY $ 250 FINE F.S. 318.18 30"X30" STOP SIGN (R1-1) 12"X18" ACCESSIBLE PARKING SIGN (FTP-20-06) 6"X12" ACCESSIBLE PARKING PENALTY SIGN (FTP-22-06) 36"X36" YIELD HERE TO PEDESTRIANS SIGN (R1-5L/R) BICYCLE LANE W WHEEL STOP (TYP)(SEE DETAIL SHEET C-510) X TRASH AND RECYCLING RECEPTACLE GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:04:29-04'00' FIRE FIRE FIRE FIRE FIREWMWMWMWMWMWM WM FIREWM FIRE WM GAS1~4IN GAS1~4IN BLDG. L2 30,952 SF (BUILDING COVERAGE) FFE 6.0 BLDG. M2 30,523 SF (BUILDING COVERAGE) FFE 6.0 SS SS WM FIRE FIRE FI R E FIRE FIRE FIRE FIRE WM WM WM WM WM WM WM WM WM M WM WM WM WM WM FI R E FI R E FIRE FIRE FI R E FI R E FI R E FI R E FI R E FIREFIRE WM WM WM WM WM WM WM WM WM WM FIRE WM FI R E WM WM WM WM FI R E WM WM WM WM WM FIRE FIRE FIRE FIREFIREFIREFIREFIRE WM WM WM WM SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSS SS SS SS SS SS SS SS SS 3PN1C OM4~ 4 I N COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 1FN2C 1FN2C COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 6PN2C 6PN2C 6PN2C GAS1 ~ 2 I N GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 3PN1 C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C EL E C N3C 9PN3C 9PN3C 9PN3C GA S 1 ~ 2 I N GA S 1 ~ 2 I N 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3P N 1 C 3P N 1 C 3P N 1 C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2 C 3PN1C 3PN1C 3P N 1 C 1F N 2 C GA S 1 ~ 4 I N GA S 1 ~ 4 I N CO M 2 ~ 4 I N 3P N 1 C COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 2FN4C 6P N 2 C CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N GA S 1 ~ 2 I N GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GA S 1 ~ 2 I N GA S 1 GA S 1 ~ 2 I N 3P N 1 C EL E C EL E C GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N N. C O M P A S S WA Y (P R I V A T E ) POINTEBOULEVARD (PRIVATE) RADIANT DRIVE(PRIVATE) MERIDIAN DRIVE (PRIVATE) RADIANT DRIVE (PRIVATE) MERIDIAN DRIVE(PRIVATE)DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C PA V I N G , G R A D I N G AN D D R A I N A G E P L A N C-500 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH NOTES: 1. CONTRACTOR TO VERIFY ALL EXISTING UTILITY RINGS AND COVERS ON SITE ARE HEAVY DUTY TRAFFIC RATED. CONTRACTOR TO REPLACE DEFICIENT RINGS AND COVERS WITH HEAVY DUTY TRAFFIC RATED RINGS AND COVERS. CONTRACTOR TO ADJUST RIM ELEVATIONS OF ANY UTILITIES THAT CHANGE IN ELEVATION DURING CONSTRUCTION. ALL EXISTING COVERS TO REMAIN SHALL BE ADJUSTED TO FINAL GRADE. 2. ALL CLEANOUT COVERS SHOULD BE RATED FOR HEAVY DUTY TRAFFIC. 3. ALL EXISTING PAVEMENT AND CONCRETE TO BE JOINED SHALL BE SAWCUT. 4. ACCESSIBLE SIDEWALKS AND CROSSWALKS SHALL NOT EXCEED 2% CROSS SLOPE NOR 5% LONGITUDINALLY. GRADES IN ACCESSIBLE PARKING SPACES SHALL NOT EXCEED 2% IN ANY DIRECTION. IN CASES OF SIDEWALK LANDINGS AT BUILDING ENTRANCES, GRADES SHALL NOT EXCEED 2% IN ANY DIRECTION. ACCESSIBLE CURB RAMPS SHALL NOT EXCEED 6' IN LENGTH AND 1:12 SLOPE. LANDINGS AT CHANGES IN DIRECTION SHALL BE MINIMUM 60"x60" AND SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION. 5. ROOF DRAIN CONNECTIONS TO DRAINAGE PIPE SHALL BE AS FOLLOWS: A. FOR ADS N-12 CORRUGATED POLYETHYLENE DRAINAGE PIPE USE ADS DUAL WALL FABRICATED REDUCING SADDLE TEE 4"-24" DIAMETER. B. FOR RCP DRAINAGE PIPE MAKE CONNECTION PER FDOT INDEX 280,CONCRETE COLLAR FOR JOINING MAINLINE PIPE AND STUB PIPE DETAIL C. NOTIFY CONSULTANT FOR CONNECTION METHOD TO STEEL PIPE. 6. ALL CONCRETE SHALL BE A MINIMUM OF 3,000 PSI AT 28 DAYS WITH FIBERMESH REINFORCEMENT. 7. STORM DRAIN PIPE SHALL BE AS FOLLOWS: A. RCP CLASS III PER ASTM C-76 B. ALUMINIZED STEEL TYPE 2 ULTRA FLO 48" AND SMALLER SHALL BE 3/4"x3/4"x7-1/2" CORRUGATION 16 GA WITH A MINIMUM THICKNESS OF 0.064" 54" AND LARGER SHALL BE 3/4"x3/4"x7-1/2" CORRUGATION 14 GA WITH A MINIMUM THICKNESS OF 0.079" C. CORRUGATED POLYETHYLENE PIPE PER AASHTO M294 JOINTS SHALL BE WATER TIGHT D. ANY STORM PIPE USED MUST BE APPROVED BY LOCAL AUTHORITIES. CONTRACTOR SHALL SELECT THE MOST ECONOMICAL PRODUCT. 8. CONTRACTOR TO REPLACE ANY SIDEWALK AND EXISTING PAVERS DAMAGED DURING CONSTRUCTION. 9. SPOT ELEVATIONS ARE AT FACE OF CURB UNLESS OTHERWISE NOTED. BR Y A N R O A D STIRLING ROAD OVERALL PLAN N.T.S. SHEET C-501 - PAVING, GRADING AND DRAINAGE PLAN SHEET C-502 - PAVING, GRADING AND DRAINAGE PLAN SHEET C-503 - PAVING, GRADING AND DRAINAGE PLAN SHEET C-504 - PAVING, GRADING AND DRAINAGE PLAN GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:04:39-04'00' FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE WM WM WM WM WM WM WM WM WM WM WM FIRE FIRE WM WM WM FIRE FIRE WM WM WM SS WM WM FI R E BLDG. M2 30,523 SF (BUILDING COVERAGE) FFE 6.0 SSSS WM WM E WM SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSS IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN G 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN EL E C EL E C GA S 1 ~ 2 I N GA S 1 ~ 2 I N CO M 2 ~ 2 I N TEL TEL POINTEBOULEVARD(PRIVATE) RADIANT DRIVE(PRIVATE) EX. D-865 RIM=5.72± INV(W)=-2.60± INV(NE)=-1.99± INV(S)=0.74± A CONNECT TO EXISTING 12" STORM DRAINAGE B C C C C C D D E N G G HH I I I I J J K K L L O LIMITS OF DISTURBANCE EX. D-1619 RIM=5.07± INV(E)=0.28± INV(SW)=-2.01± EX. SD-8 RIM=5.22± INV(N,SE)=0.50± EX. SD-12 RIM=4.61± INV(NW,NE,SW)=-2.00± EX. D-836 RIM=4.80± INV(W)=0.25± INV(E)=-1.30± EX. D-835 RIM=4.70± INV(W)=0.50± INV(E)=0.25± EX. D-834 RIM=4.50± INV(W)=0.50± INV(E)=0.50± INV(S)=1.00± INV(N)=0.75± BUILDING COLUMN (TYP.) TREE GRATE (TYP.) DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C PA V I N G , G R A D I N G AN D D R A I N A G E P L A N C-501 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH MA T C H L I N E ( S E E S H E E T C - 5 0 2 ) MATCHLINE (SEE SHEET C-503) ACCESSIBLE RAMP (TYP.) A B PROPERTY LINE FDOT TYPE "D" CURBD F LEGEND C G H SIDEWALK (REFER TO HARDSCAPE PLANS FOR TREATMENT) I J K TIE TO EXISTING SIDEWALK L M EXISTING SIDEWALK STANDARD DUTY PAVEMENT EXISTING STORM DRAINAGE EXISTING WET UTILITY TIE TO EXISTING CURB SAWCUT & TIE INTO EXISTING PAVEMENT E EXISTING PAVEMENT N HEAVY DUTY ASPHALT O RAISED CROSSWALK EXISTING FIRE ACCESS ONLY P YARD DRAIN GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:04:49-04'00' FIRE FIRE FIRE WM WM WM WM WM FI R E FI R E FI R E FI R E FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE WM WM WM WM WM FI R E FI R E FI R E FI R E FI R E FI R E WM WM WM WM WM WM WM WM WM WM WM FI R E FI R E FI R E FIRE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSS COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 6PN2 C 6PN2C 6PN2C 6PN2C 6PN2C 6PN2C GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN 1FN2C 1FN2C 1FN2C 3PN1C 3PN1C 3PN1C 3P N 1 C 1F N 2 C 1FN2 C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN CO M 2 ~ CO M 4 ~ 4 I N TEL TEL GA S 1 ~ 2 I N 3P N 1 C EL E C EL E C EL E C EL E C GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N RADIANT DRIVE(PRIVATE) EX. D-908 RIM=5.74± INV(S)=-1.85± INV(N)=-1.83± INV(E)=-1.24± INV(W)=-1.20± CONNECT TO EXISTING 12" STORM DRAINAGE B 18" STORM DRAINAGE EX. D-1620 RIM=4.53± INV(W)=0.27± INV(S)=-1.74± INV(SE)=-2.34 REPLACE CURB INLET TOP WITH GRATE INLET TOP C C C C D D F G I I K L M O O EXISTING DRAINAGE WELL TO BE PROTECTED. MANHOLE RIMS TO BE ADJUSTED TO PROPOSED GRADE EXISTING DRAINAGE WELL TO BE PROTECTED. MANHOLE RIMS TO BE ADJUSTED TO PROPOSED GRADE 12" STORM DRAINAGE 12" STORM DRAINAGE P P P B C LIMITS OF DISTURBANCE ADD WEIR TO EXISTING DRAINAGE STRUCTURE EX. D-931 RIM=4.96± INV(N)=-0.50± INV(S)=-6.90± INV(E)=-0.90± B P EX. D-929 RIM=5.30 INV(S)=-0.85± INV(N)=-0.85± INV(W)=-1.30± INV(E)=0.25± BUILDING COLUMN (TYP.) EX. D-1623 RIM=5.17± INV(W)=-0.30± INV(E)=-0.30± DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C PA V I N G , G R A D I N G AN D D R A I N A G E P L A N C-502 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH MA T C H L I N E ( S E E S H E E T C - 5 0 1 ) MATCHLINE (SEE SHEET C-504) ACCESSIBLE RAMP (TYP.) A B PROPERTY LINE FDOT TYPE "D" CURBD F LEGEND C G H SIDEWALK (REFER TO HARDSCAPE PLANS FOR TREATMENT) I J K TIE TO EXISTING SIDEWALK L M EXISTING SIDEWALK STANDARD DUTY PAVEMENT EXISTING STORM DRAINAGE EXISTING WET UTILITY TIE TO EXISTING CURB SAWCUT & TIE INTO EXISTING PAVEMENT E EXISTING PAVEMENT N HEAVY DUTY ASPHALT O RAISED CROSSWALK EXISTING FIRE ACCESS ONLY P YARD DRAIN GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:05:01-04'00' GAS1 ~ 4 I SS BLDG. L2 30,952 SF (BUILDING COVERAGE) FFE 6.0 SSSSSS WM WM WM WM WM WM WM WM WM WM WM WM WM FIRE FIRE FIRE FIRE FI R E FI R E FIRE FIRE WM WM WM WM WM WM WM WM WM WM FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE WM WM WM WM WM WM IRE S SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSS COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN 2FN 4 C 9PN3C 9PN3C 9PN3C 9PN3C 9PN3C 9PN3C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 3P N 1 C 2FN4C 6P N 2 C 6P N 2 C GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N TEL TEL 3P N 1 C MERIDIAN DRIVE (PRIVATE) EX. D-817 RIM=4.40± INV(W)=-0.90± INV(E)=-0.88± INV(S)=-0.45± EX. D-819 RIM=4.40± INV(W)=-0.75± INV(E)=-5.15± INV(N)=-0.74± A B CC C C C D D E E F G G H H IJKCONNECT TO EXISTING INLET INV=0.00 CROSSING SAN INV=-4.00± STRM INV=0.00 D L LIMITS OF DISTURBANCE BUILDING COLUMN (TYP.) TREE GRATE (TYP.) DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C PA V I N G , G R A D I N G AN D D R A I N A G E P L A N C-503 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH MA T C H L I N E ( S E E S H E E T C - 5 0 4 ) MATCHLINE (SEE SHEET C-501) ACCESSIBLE RAMP (TYP.) A B PROPERTY LINE FDOT TYPE "D" CURBD F LEGEND C G H SIDEWALK (REFER TO HARDSCAPE PLANS FOR TREATMENT) I J K TIE TO EXISTING SIDEWALK L M EXISTING SIDEWALK STANDARD DUTY PAVEMENT EXISTING STORM DRAINAGE EXISTING WET UTILITY TIE TO EXISTING CURB SAWCUT & TIE INTO EXISTING PAVEMENT E EXISTING PAVEMENT N HEAVY DUTY ASPHALT O RAISED CROSSWALK EXISTING FIRE ACCESS ONLY P YARD DRAIN GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:05:11-04'00' GAS1 ~ 4 I N GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN FIRE FIRE FIRE WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM FIRE FI R E FI R E FI R E FI R E FI R E FI R E FI R E FI R E FI R E FI R E FI R E FIREFIREFIREFIREFIRE WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM FIRE FIRE FIRE FIRE FIRE FIRE FIRE FI IRE FIRE WM WM WM WM WM SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSS SS SS EL E C 3PN1C 3PN1C 3PN1C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 1FN2C 1FN2C 1FN2C 3P N 1 C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3P N 1 C 1F N 2 C 1F N 2 C 1F N 2 C GA S 1 ~ 4 I N GA S 1 ~ 4 I N GA S 1 ~ 4 I N CO M 2 ~ 4 I N CO M 2 ~ 4 I N CO M 2 ~ 4 I N 3P N 1 C 3P N 1 C COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 3P N 1 C 3P N 1 C GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N N. C O M P A S S WA Y (P R I V A T E ) MERIDIAN DRIVE (PRIVATE) B B C C D D E F G J K L M O O EXISTING DRAINAGE WELL TO BE PROTECTED. MANHOLE RIMS TO BE ADJUSTED TO PROPOSED GRADE EXISTING DRAINAGE WELL TO BE PROTECTED. MANHOLE RIMS TO BE ADJUSTED TO PROPOSED GRADE 12" STORM DRAINAGE 12" STORM DRAINAGE P P P C O LIMITS OF DISTURBANCE EX. D-908 RIM=5.56 INV(S)=-1.85± INV(N)=-1.85± INV(E)=-1.30± INV(W)=-1.30± EXISTING DRAINAGE WELL TO BE PROTECTED. MANHOLE RIMS TO BE ADJUSTED TO PROPOSED GRADE EX. D-920 RIM=5.04± INV(N)=-3.10± INV(E)=-3.00± INV(S)=-0.85± INV(W)=-5.20± EX. D-927 RIM=4.80± INV(N)=-0.85± INV(E)=-1.20± INV(S)=-3.10± BUILDING COLUMN (TYP.) DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C PA V I N G , G R A D I N G AN D D R A I N A G E P L A N C-504 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH MA T C H L I N E ( S E E S H E E T C - 5 0 3 ) MATCHLINE (SEE SHEET C-502) ACCESSIBLE RAMP (TYP.) A B PROPERTY LINE FDOT TYPE "D" CURBD F LEGEND C G H SIDEWALK (REFER TO HARDSCAPE PLANS FOR TREATMENT) I J K TIE TO EXISTING SIDEWALK L M EXISTING SIDEWALK STANDARD DUTY PAVEMENT EXISTING STORM DRAINAGE EXISTING WET UTILITY TIE TO EXISTING CURB SAWCUT & TIE INTO EXISTING PAVEMENT E EXISTING PAVEMENT N HEAVY DUTY ASPHALT O RAISED CROSSWALK EXISTING FIRE ACCESS ONLY P YARD DRAIN GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:05:20-04'00' DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C PA V I N G , G R A D I N G AN D D R A I N A G E DE T A I L S C-510 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. STANDARD DUTY ASPHALT N.T.S STANDARD DUTY CONCRETE N.T.S TYPE "D" CURB N.T.S SAW-CUT N.T.S ON-SITE ACCESSIBLE RAMPS N.T.S NOTES: 1. ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OF THESE PLANS SHALL COMPLY WITH CHAPTER 11 OF THE FLORIDA BUILDING CODE. 2. ACCESSIBLE ROUTE TO ACCESSIBLE SPACES, BUILDING ENTRANCES, AND PUBLIC STREETS SHALL NOT EXCEED 5% RUNNING SLOPE AND 2% CROSS SLOPE. 3. UNLESS OTHERWISE SHOWN ON THE PLANS, THE MINIMUM CLEAR ROUTE SHALL BE 36" WIDE WITH A 60" X 60" PASSING SPACE EVERY 200 FEET. 4. ACCESSIBLE ROUTES THROUGH PLANTERS SHALL BE LEVEL WITH THE SURROUNDING PAVEMENT OR PROVIDE CURB RAMPS AT EACH END WITH A MINIMUM 48" LEVEL LANDING IN BETWEEN. 5. THE ACCESSIBLE ROUTE IN FRONT OF PULL-IN PARKING SHALL BE A MINIMUM OF 44" WIDE AND NOT REDUCED BY VEHICLE OVERHANGS, CURBING, SIGN POSTS, OR OTHER OBSTRUCTIONS. 6. SPECIAL RAMP RULES APPLY FOR ANY RISE GREATER THAN 6" INCLUDING, BUT NOT LIMITED TO RESTRICTION ON SLOPE, TOTAL RISE BETWEEN LANDINGS AND USE OF HANDRAILS, PER F.B.C. 11-4.8. 7. PUBLIC SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLIC RIGHT-OF-WAY, IN ABSENCE OF LOCAL ROADWAY GUIDELINES, SHALL MEET THE REQUIREMENTS OF F.D.O.T. INDEX 304. 8. CHANGE IN LEVEL ALONG ACCESSIBLE ROUTE IS NOT TO EXCEED 12" WITHOUT A RAMP PER SECTION 11-4.3.8. HEAVY DUTY ASPHALT N.T.S 45° STALL STRIPING N.T.S PARKING STALL STRIPING N.T.S BIKE LANE STRIPING N.T.S SIGN BASE N.T.S CONCRETE SIDEWALK N.T.S CONCRETE WHEEL STOP N.T.S ON-SITE TRAFFIC FLOW ARROW N.T.S RAISED CROSSWALK DETAIL N.T.S HEAVY DUTY CONCRETE N.T.S NOTES: 1. ASPHALT RAMP FROM RAISED CROSSWALK DETAIL TO BE USED AT ENTRANCES TO RAISED INTERSECTION AT COMPASS AND POINTE BOULEVARD. PLEASE REFER TO SHEET L1.03 OF THE HARDSCAPE PLANS FOR THE TREATMENT WITHIN THE RAISED INTERSECTION. GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:05:34-04'00' FIRE FIRE FIRE FIRE FIREWMWMWMWMWMWM WM FIREWM FIRE WM GAS1~4IN GAS1~4IN BLDG. L2 30,952 SF (BUILDING COVERAGE) FFE 6.0 BLDG. M2 30,523 SF (BUILDING COVERAGE) FFE 6.0 SS SS WM FIRE FIRE FI R E FIRE FIRE FIRE FIRE WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM FI R E FI R E FIRE FIRE FI R E FI R E FI R E FI R E FI R E FIREFIRE WM WM WM WM WM WM WM WM WM WM FIRE WM FI R E WM WM WM WM FI R E WM WM WM WM WM FIRE FIRE FIRE FIREFIREFIREFIREFIRE WM WM WM WM E SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSS SS SS SS SS SS SS SS SS 3PN1C COM4 ~ 4 I N COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 1FN2C 1FN2C COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 6PN2C 6PN2C 6PN2C GAS1 ~ 2 I N GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 3PN1 C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C EL E C N3C 9PN3C 9PN3C 9PN3C GA S 1 ~ 2 I N GA S 1 ~ 2 I N 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3P N 1 C 3P N 1 C 3P N 1 C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2 C 3PN1C 3PN1C 3P N 1 C 1F N 2 C GA S 1 ~ 4 I N GA S 1 ~ 4 I N CO M 2 ~ 4 I N 3P N 1 C COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 2FN4C 6P N 2 C CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N GA S 1 ~ 2 I N GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GA S 1 ~ 2 I N GA S 1 ~ GA S 1 ~ 2 I N 3P N 1 C EL E C EL E C GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N N. C O M P A S S WA Y (P R I V A T E ) POINTEBOULEVARD (PRIVATE) RADIANT DRIVE (PRIVATE) MERIDIAN DRIVE(PRIVATE) RADIANT DRIVE (PRIVATE) MERIDIAN DRIVE(PRIVATE) UTILITY LEGEND FUTURE PROPERTY / RIGHT-OF-WAY LINE UTILITY EASEMENT WATER MAIN (WM) FIRE MAIN SANITARY SEWER MAIN SANITARY FORCE MAIN BURIED TELEPHONE BURIED ELECTRIC GAS MAIN DDCV WATER METER AND BFP FIRE HYDRANT FDC GREASE TRAP SEWER MANHOLE TRANSFORMER SWITCH CABINET POST INDICATOR VALVE DRAINAGE WELL LIGHT POLE SAMPLE POINT LIGHT POLE * EXISTING UTILITIES AND EASEMENTS ARE SHADED IN GREY DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C UT I L I T Y P L A N C-600 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH NOTES: 1. CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 2. THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF SUCH PRIOR TO THE START OF CONSTRUCTION. NO UNDERGROUND UTILITY LOCATE WAS PERFORMED IN PREPARATION OF THESE PLANS. 3. CONTRACTOR TO VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR TO REPLACE CURB, PAVEMENT, ETC. THAT ARE DISTURBED DURING CONSTRUCTION AND UTILITY TIE-INS. 5. PLANS SHALL COMPLY WITH ALL REQUIREMENTS OF THE FLORIDA FIRE PREVENTION CODE, 8TH EDITION (INCLUDING NFPA 1 AND NFPA 101 2021 EDITIONS AS AMENDED) AND THE BROWARD COUNTY AMENDMENTS TO THE FLORIDA FIRE PREVENTION CODE, ADOPTED ON JANUARY 11, 2024. SHEET C-601 - UTILITY PLAN SHEET C-602 - UTILITY PLAN SHEET C-603 - UTILITY PLAN SHEET C-604 - UTILITY PLAN GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:05:45-04'00' FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE WM WM WM WM WM WM WM WM WM WM WM FIRE FIRE WM WM WM FIRE FIRE WM WM WM SS WM WM FI R E BLDG. M2 30,523 SF (BUILDING COVERAGE) FFE 6.0 SSSS WM WM E WM SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSS IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN G 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN EL E C EL E C GA S 1 ~ 2 I N GA S 1 ~ 2 I N CO M 2 ~ 2 I N TEL TEL POINTEBOULEVARD(PRIVATE) RADIANT DRIVE(PRIVATE) UTILITY LEGEND FUTURE PROPERTY / RIGHT-OF-WAY LINE UTILITY EASEMENT WATER MAIN (WM) FIRE MAIN SANITARY SEWER MAIN SANITARY FORCE MAIN BURIED TELEPHONE BURIED ELECTRIC GAS MAIN DDCV WATER METER AND BFP FIRE HYDRANT FDC GREASE TRAP SEWER MANHOLE TRANSFORMER SWITCH CABINET POST INDICATOR VALVE DRAINAGE WELL LIGHT POLE SAMPLE POINT LIGHT POLE * EXISTING UTILITIES AND EASEMENTS ARE SHADED IN GREY DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C UT I L I T Y P L A N C-601 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH MA T C H L I N E ( S E E S H E E T C - 6 0 2 ) MATCHLINE (SEE SHEET C-603) GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:05:54-04'00' FIRE FIRE FIRE WM WM WM WM WM FI R E FI R E FI R E FI R E FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE WM WM WM WM WM FI R E FI R E FI R E FI R E FI R E FI R E WM WM WM WM WM WM WM WM WM WM WM FI R E FI R E FIRE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSS COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 6PN2 C 6PN2C 6PN2C 6PN2C 6PN2C 6PN2C GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN 1FN2C 1FN2C 1FN2C 3PN1C 3PN1C 3PN1C 3P N 1 C 1F N 2 C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N CO M 2 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN GAS1~2IN CO M 4 ~ 4 I N TEL TEL 3P N 1 C EL E C EL E C EL E C EL E C GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N RADIANT DRIVE(PRIVATE) UTILITY LEGEND FUTURE PROPERTY / RIGHT-OF-WAY LINE UTILITY EASEMENT WATER MAIN (WM) FIRE MAIN SANITARY SEWER MAIN SANITARY FORCE MAIN BURIED TELEPHONE BURIED ELECTRIC GAS MAIN DDCV WATER METER AND BFP FIRE HYDRANT FDC GREASE TRAP SEWER MANHOLE TRANSFORMER SWITCH CABINET POST INDICATOR VALVE DRAINAGE WELL LIGHT POLE SAMPLE POINT LIGHT POLE * EXISTING UTILITIES AND EASEMENTS ARE SHADED IN GREY DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C UT I L I T Y P L A N C-602 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH MA T C H L I N E ( S E E S H E E T C - 6 0 1 ) MATCHLINE (SEE SHEET C-604) GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:06:05-04'00' GAS1 ~ 4 I SS BLDG. L2 30,952 SF (BUILDING COVERAGE) FFE 6.0 SSSSSS WM WM WM WM WM WM WM WM WM WM WM WM WM FIRE FIRE FIRE FIRE FI R E FI R E FIRE FIRE WM WM WM WM WM WM WM WM WM WM FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE WM WM WM WM WM WM IRE S SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSS COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN 2FN 4 C 9PN3C 9PN3C 9PN3C 9PN3C 9PN3C 9PN3C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 3P N 1 C 2FN4C 6P N 2 C 6P N 2 C GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N TEL TEL 3P N 1 C MERIDIAN DRIVE (PRIVATE) UTILITY LEGEND FUTURE PROPERTY / RIGHT-OF-WAY LINE UTILITY EASEMENT WATER MAIN (WM) FIRE MAIN SANITARY SEWER MAIN SANITARY FORCE MAIN BURIED TELEPHONE BURIED ELECTRIC GAS MAIN DDCV WATER METER AND BFP FIRE HYDRANT FDC GREASE TRAP SEWER MANHOLE TRANSFORMER SWITCH CABINET POST INDICATOR VALVE DRAINAGE WELL LIGHT POLE SAMPLE POINT LIGHT POLE * EXISTING UTILITIES AND EASEMENTS ARE SHADED IN GREY DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C UT I L I T Y P L A N C-603 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH MA T C H L I N E ( S E E S H E E T C - 6 0 4 ) MATCHLINE (SEE SHEET C-601) GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:06:15-04'00' GAS1 ~ 4 I N GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN FIRE FIRE FIRE WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM FIRE FI R E FI R E FI R E FI R E FI R E FI R E FI R E FI R E FI R E FI R E FI R E FIREFIREFIREFIREFIRE WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM FIRE FIRE FIRE FIRE FIRE FIRE FIRE FI IRE FIRE WM WM WM WM WM SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSS SS SS EL E C 3PN1C 3PN1C 3PN1C 1FN2C 1FN2C 1FN2C 1FN2C 1FN2C GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN GAS1~4IN 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 3P N 1 C 1FN2C 1FN2C 1FN2C 3P N 1 C 3PN1C 3PN1C 3PN1C 3PN1C 3PN1C 3P N 1 C 1F N 2 C 1F N 2 C 1F N 2 C GA S 1 ~ 4 I N GA S 1 ~ 4 I N GA S 1 ~ 4 I N CO M 2 ~ 4 I N CO M 2 ~ 4 I N CO M 2 ~ 4 I N 3P N 1 C 3P N 1 C COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN COM4~4IN 3P N 1 C 3P N 1 C GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N GA S 1 ~ 2 I N N. C O M P A S S WA Y (P R I V A T E ) MERIDIAN DRIVE (PRIVATE) UTILITY LEGEND FUTURE PROPERTY / RIGHT-OF-WAY LINE UTILITY EASEMENT WATER MAIN (WM) FIRE MAIN SANITARY SEWER MAIN SANITARY FORCE MAIN BURIED TELEPHONE BURIED ELECTRIC GAS MAIN DDCV WATER METER AND BFP FIRE HYDRANT FDC GREASE TRAP SEWER MANHOLE TRANSFORMER SWITCH CABINET POST INDICATOR VALVE DRAINAGE WELL LIGHT POLE SAMPLE POINT LIGHT POLE * EXISTING UTILITIES AND EASEMENTS ARE SHADED IN GREY DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C UT I L I T Y P L A N C-604 © TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. NORTH MA T C H L I N E ( S E E S H E E T C - 6 0 3 ) MATCHLINE (SEE SHEET C-602) GREGORY D WILFONG Digitally signed by GREGORY D WILFONGDN: CN=GREGORY D WILFONG, dnQualifier=A01410C0000019C487F9789000CC8A6,O=KIMLEY-HORN AND ASSOCIATES, C=USDate: 2026.03.19 07:06:27-04'00' FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE BLDG. L2 30,952 SF (BUILDING COVERAGE) FFE 6.0 BLDG. M2 30,523 SF (BUILDING COVERAGE) FFE 6.0 FIRE FI R E FIRE FIRE FI FI R E FI R E FIRE FIRE FI R E FI R E FI R E FI R E FI R E FIREFIRE FIRE FI R E FI R E FIRE FIREFIREFIREFIREFIRE N. COMPASS WAY (PRIVATE) POINTEBOULEVARD(PRIVATE) RADIANT DRIVE(PRIVATE) MERIDIAN DRIVE (PRIVATE) RADIANT DRIV(PRIVATE) MERIDIAN DRIV (PRIVATE) R300' (TYP.) THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. EXISTING FIRE HYDRANT FIRE HYDRANT RADIUS EXISTING FIRE HYDRANT FIRE HYDRANT RADIUS DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C FI R E H Y D R A N T EX H I B I T EX-100 © NORTH FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE BLDG. L2 30,952 SF (BUILDING COVERAGE) FFE 6.0 BLDG. M2 30,523 SF (BUILDING COVERAGE) FFE 6.0 FIRE FI R E FIRE FIRE FI FI R E FI R E FIRE FIRE FI R E FI R E FI R E FI R E FI R E FIREFIRE FIRE FI R E FI R E FIRE FIREFIREFIREFIREFIRE N. COMPASS WAY (PRIVATE) POINTEBOULEVARD(PRIVATE) RADIANT DRIVE(PRIVATE) MERIDIAN DRIVE (PRIVATE) RADIANT DRIV(PRIVATE) MERIDIAN DRIV (PRIVATE) TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C FI R E P R O T E C T I O N EX H I B I T EX-101 © NORTH FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE BLDG. L2 30,952 SF (BUILDING COVERAGE) FFE 6.0 BLDG. M2 30,523 SF (BUILDING COVERAGE) FFE 6.0 FIRE FI R E FIRE FIRE FI FI R E FI R E FIRE FIRE FI R E FI R E FI R E FI R E FI R E FIREFIRE FIRE FI R E FI R E FIRE FIREFIREFIREFIREFIRE N. COMPASS WAY (PRIVATE) POINTEBOULEVARD(PRIVATE) RADIANT DRIVE(PRIVATE) MERIDIAN DRIVE (PRIVATE) RADIANT DRIV(PRIVATE) MERIDIAN DRIV (PRIVATE) TH I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y G R E G O R Y D . W I L F O N G O N T H E DA T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D SI G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C FI R E T R U C K A C C E S S EX H I B I T EX-102 © NORTH BLDG. L2 30,952 SF (BUILDING COVERAGE) FFE 6.0 BLDG. M2 30,523 SF (BUILDING COVERAGE) FFE 6.0 N. COMPASS WAY (PRIVATE) POINTEBOULEVARD(PRIVATE) RADIANT DRIVE(PRIVATE) MERIDIAN DRIVE (PRIVATE) RADIANT DRIV(PRIVATE) MERIDIAN DRIV (PRIVATE) DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C TR U C K T U R N EX H I B I T EX-103 © NORTH BLDG. L2 30,952 SF (BUILDING COVERAGE) FFE 6.0 BLDG. M2 30,523 SF (BUILDING COVERAGE) FFE 6.0 N. COMPASS WAY (PRIVATE) POINTEBOULEVARD(PRIVATE) RADIANT DRIVE(PRIVATE) MERIDIAN DRIVE (PRIVATE) RADIANT DRIV(PRIVATE) MERIDIAN DRIV (PRIVATE) LEGEND BICYCLE CONNECTIVITY PATH PEDESTRIAN CONNECTIVITY PATH DA N I A P O I N T E P H A S E I V PR E P A R E D F O R DA N I A L I V E 1 7 4 8 I I , L L C PE D E S T R I A N CO N N E C T I V I T Y EX H I B I T EX-104 © NORTH POINTE BLVD MERIDIAN DRIVE RADIANT DR N C O M P A S S W A Y DANIA POINTE (PB 183, PG.91-99 BCR) BM #1 ELEV.=5.53' BM #2 ELEV.=5.41' BM #3 ELEV.=5.22' EEEEI D S T G T D D D D D S G T DD D S D D S S D D D D T U U S 29.42 29.72 29.86 29.92 29.87 29.53 29.16 18.67 18.3418.13 18.1218.40 29.69 29.54 29.37 29.17 I EE EIEEE 5.91 I 5.88 5.92 5.86 5.91 5.84 6.115.92 6.265.96 6.01 5.80 5.72 5.735.60 5.53 5.83 5.69 5.93 5.735.93 5.78 5.72 5.61 6.17 5.455.38 5.69 5.54 5.71 5.90 5.985.96 I 5.82 5.77 5.73 5.64 5.535.28 5.60 5.83 6.95 5.84 6.015.95 5.95 5.75 5.70 5.63 5.345.25 5.74 5.79 5.76 5.84 5.946.03 6.42 5.82 5.98 6.286.10 5.84 5.94 6.04 5.91 U U G S DD E G 6.66 6.146.456.38 6.50 6.65 6.67 5.856.08 17.61 17.31 17.22 17.53 17.34 17.27 17.22 II E 5.75 G 5.62 E 5.75 5.85 E 5.80 5.88 5.94 5.87 5.94 I 6.05 I EE G 6.25 5.97 5.89 6.03 6.19 6.16 6.13 5.98 5.91 6.16 6.26 18.66 18.67 18.21 18.28 18.16 18.08 18.19 18.03 18.48 18.23 18.58 18.72 18.6818.52 18.76 18.23 29.78 29.6229.4629.23 29.1729.17 29.16 29.70 29.63 29.34 29.04 29.04 29.44 29.55 29.72 29.63 29.16 28.86 29.11 29.57 29.77 29.08 29.42 29.76 29.99 17.08 17.24 17.0417.10 17.07 16.94 17.05 6.17 6.18 6.23 6.24 6.23 6.18 5.69 5.80 6.246.136.07 6.09 6.24 5.97 6.21 6.20 6.28 6.23 5.79 5.75 5.85 6.18 6.18 6.19 6.166.14 6.17 6.106.22 18.50 18.10 18.16 18.23 18.08 17.89 17.8617.95 18.06 17.76 17.91 17.80 18.02 5.83 5.705.79 5.57 5.936.045.905.855.895.965.935.79 5.60 5.92 6.11 5.95 5.82 5.75 5.84 5.80 5.91 5.91 5.98 5.91 5.82 5.92 5.86 5.90 5.77 5.89 5.75 5.80 5.93 5.91 5.94 5.81 5.83 5.74 5.93 5.66 5.78 5.68 5.67 5.72 5.85 6.00 5.87 5.90 5.74 5.76 5.97 6.02 6.05 6.01 5.66 5.89 5.81 6.06 5.83 5.88 5.72 5.68 5.62 5.96 5.805.685.50 5.86 EE E E E E E RIM = 4.9± FL 36" CONC (S)=-0.9± FL 36" CONC (E)=-1.9± RIM = 5.1± FL 10" PVC (W)=-6.1± FL 10"PVC (W)=-3.4± FL 10"PVC (SW)=-5.8± FL 10" PVC (E)=-6.4± RIM = 4.8± FL 36" CONC (N)=-0.6± FL 36" CONC (E)=-0.4± RIM = 5.3± METAL CAGE UNABLE TO MEASURE > 25' RIM = 5.4± FL 48" CONC (N)=-1.7± FL 48" CONC (S)=-1.8± RIM = 5.2± FL 48" RCP (S)=-0.9± RIM = 5.2± FL 10" PVC (W)=-8.0± FL 10" PVC (S)=-6.9± FL 10" PVC (E)=-4.2± FL 12" PVC (N)=-8.2± RIM = 5.6± METAL CAGE UNABLE TO MEASURE > 25' RIM = 5.5± FL 48" CONC (N)=-2.3± FL 48" CONC (S)=-2.1± RIM = 5.5± FL 36" CONC (W)=-1.5± FL 48" CONC (S)=-2.1± RIM = 5.5± FL 12" PVC (S)=-8.5± FL 12" PVC (N)=-8.9± GRATE INLET TOP = 4.5± FL 12" CONC (E)=0.5± FL 10" CONC (S)=1.0± FL 10" CONC (W)=0.8± FL 12" CONC (N)=0.5± BOX = -3.5± GRATE INLET TOP = 4.7± FL 12" CONC (W)=0.7± FL 12" CONC (E)=0.3± FL=-1.1 TOP = 4.8± FL 12" CONC (W)=0.3± FL 12" CONC (S)=-2.9± RIM = 5.3± FL 8" CONC (W)=-0.7± RIM = 5.5± METAL CAGE UNABLE TO MEASURE > 25' RIM = 5.6± FL 48" CONC (N)=-2.5± 5.3± FL 24" PVC (E)=0.0± FL 36" CMP (S)=-2.2± FL 36" CMP (N)=-0.7± FL 36" CMP (S)=-0.7± TOP = 4.8± FL 36" CMP (E)=-0.5± FL 36" CMP (S)=-0.9± FL 36" CMP (S)=-6.9± RIM = 5.9± METAL CAGE UNABLE TO MEASURE > 25' RIM = 5.7± FL 48" CONC (N)=-1.8± FL 48" CONC (S)=-1.7± RIM = 5.1± FL 24" CONC (W)=-1.2± FL 12" CONC (E)=-0.5± RIM = 5.8± FL 48" CONC (N)=-2.1± FL 48" CONC (E)=-1.5± FL 36" CONC (S)=-1.8± FL 24" CMP (W)=-1.1± TOP = 5.6± FL 36" CONC (W)=-6.4± FL 36" PVC (E)=-0.8± FL 36" CONC (W)=-1.4± RIM = 6.1± FL 24" CMP (E)=-1.4± TOP = 5.1± FL 24" CMP (W)=0.9± FL 24" CMP (W)=-2.9±TOP = 5.4± FL 24" CMP (E)=1.2± FL 24" CMP (E)=-2.1± TOP = 4.6± FL 24" CMP (W)=-3.3± FL 24" CMP (W)=0.0± RIM = 5.3± FL 24" CMP (SE)=0.5± RIM = 5.9± FL 12" CMP (S)=0.7± RIM = 5.0± FL 36" CONC (E)=-2.9± RIM = 5.9± FL 24" CONC (W)=0.2± FL 24" CONC (SE)=0.8± ADA PARKING SIGN ELEC. BOX A.C PAD COLUMN CONCRETE SIDEWALK SEWER CONDUIT YIELD TO PEDESTRIAN SIGN FIRE DEPARTMENT CONNECTION SIGN T STOP SIGN N COMPASS WAY SIGN BRICK WALKWAY BRICK WALKWAY BRICK WALKWAY BRICK WALKWAY STOP SIGN THE SHOPS SIGN CO N C R E T E S I D E W A L K BRICK WALKWAY BRICK WALKWAY YIELD TO PEDESTRIAN SIGN YIELD SIGN YIELD SIGN DIGITAL SIGN NO PARKING SIGN NO PARKING SIGN YIELD TO PEDESTRIAN SIGN NO PARKING SIGN STREET SIGN CONCRETE SIDEWALK BRICK WALKWAY ADA PARKING SIGN DIGITAL SIGN YIELD TO PEDESTRIAN SIGN BRICK WALKWAY ADA PARKING SIGN NO PARKING SIGN INLET CONCRETE SIDEWALK STORE SIGN BRICK WALKWAY TRANS. NO PARKING SIGN STORE SIGN STOP SIGN NO PARKING SIGN THE SHOPS SIGN CURB STOP COLUMN STOP SIGN STOP SIGN TURN ONLY SIGN PRIVATE PARKING SIGN NO PARKING SIGN TRANS. ELEC. BOX RIM = 5.7± FL 12" PVC (SW)=-8.6± FL 24" PVC (NW)=-9.5± FL 12" PVC (NE)=-8.9± FL 10" PVC (NE)=-7.5± FL 12" PVC (SE)=-8.3± PARKING GARAGE STAIRS BRICK WALKWAY TRANS. GRATE INLET = 5.3± FL CENTER=1.2± NO PARKING SIGN GRATE INLET TOP = 4.4± FL (W)=-0.8± FL (N)=1.4± FL (S)=-2.3± GRATE INLET TOP = 4.4± FL(W)=-0.9± FL(E)=-0.7± FL(S)=-2.0± INLET TOP = 5.3± FL(W)=5.6± FL(S)=1.1± INLET TOP = 5.2± FL(S)=1.0± BRICK PAVEMENT ELEC. BOX UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE GRATE INLET = 5.4± FL CENTER=4.7± GRATE INLET = 5.8± FL CENTER=4.2± GRATE INLET TOP = 4.9± FL(N)=-0.8± FL(CENTER)=-4.7± 17.31 29.41 6.17 Copyright © 2025 Kimley-Horn and Associates, Inc. All rights reserved DW G N A M E : K : \ S N A _ S U R V E Y \ 1 4 7 5 0 7 1 5 5 _ D A N I A F O L I O S \ D W G \ 1 4 7 5 0 7 1 5 5 _ D A N I A F O L I O S S U R V E Y B A S E . D W G P L O T T E D B Y B A R R E R A , S T E P H A N I E 5 / 2 2 / 2 0 25 6 : 0 8 P M L A S T S A V E D 5 / 2 0 / 2 0 2 5 4 : 2 6 P M Scale Drawn by Checked by Date Project No.Sheet No. San Antonio, Texas 78216 10101 Reunion Place, Suite 400 Tel. No. (210) 541-9166 www.kimley-horn.comFIRM # 10193973 JLJ 5/22/2025 1 OF 1 GRAPHIC SCALE IN FEET 030 15 30 60 1" = 30'@ 24X36 NORTH GENERAL NOTES: 1. THIS IS A TOPOGRAPHIC MAP PREPARED FOR SITE IMPROVEMENT AND DESIGN PURPOSES ONLY. THIS NOT A LAND TITLE SURVEY. 2.FLOOD STATEMENT: ACCORDING TO COMMUNITY PANEL NO. 12011C0566J AND 12011C0567J, DATED 07/31/2024 OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM), A PORTION OF THE SUBJECT TRACT IS LOCATED IN ZONE “AE FLOODWAY” WHICH IS DEFINED BY FEMA AS “THE CHANNEL OF A STREAM PLUS ANY ADJACENT FLOODPLAIN AREAS THAT MUST BE KEPT FREE OF ENCROACHMENT SO THAT THE 1% ANNUAL CHANCE FLOOD CAN BE CARRIED WITHOUT SUBSTANTIAL INCREASE IN FLOOD HEIGHTS.”, A PORTION OF THE SUBJECT TRACT IS LOCATED WITHIN ZONE “AE” WHICH IS DEFINED BY FEMA AS “100-YEAR FLOOD HAZARD AREA WITH BASE FLOOD ELEVATIONS DETERMINED”, A PORTION OF THE SUBJECT TRACT IS LOCATED WITHIN ZONE “X” (SHADED) WHICH IS DEFINED BY FEMA AS " AREAS OF 500-YEAR FLOOD, 0.2% ANNUAL CHANCE FLOOD HAZZARD“, AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT, OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD". THE REMAINDER OF THE SUBJECT TRACT IS LOCATED WITHIN ZONE X (UNSHADED).WHICH IS DEFINED BY FEMA AS “AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN.” ALL ZONE DELINEATIONS SHOWN HEREON ARE APPROXIMATE. 3.GEODETIC BASIS STATEMENT: HORIZONTAL CONTROL: THE BEARINGS, DISTANCES, AREAS AND COORDINATES SHOWN HEREON ARE THE FLORIDA STATE PLANE COORDINATE SYSTEM GRID, FLORIDA EAST ZONE (FIPS 0901) (NAD'83), AS DETERMINED BY THE GLOBAL POSITIONING SYSTEM (GPS). ALL DISTANCES SHOWN HEREON ARE ON THE GRID. THE UNIT OF LINEAR MEASUREMENT IS U.S. SURVEY FEET. VERTICAL CONTROL: THIS DRAWING SHOWS EXISTING CONTOUR LINES BASED UPON A FIELD SURVEY CONDUCTED BY SURVEY PERSONNEL. THE CONTOUR INTERVAL IS 1 FOOT. ALL ELEVATIONS SHOWN HEREON ARE TIED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD '88) BASED ON GPS OBSERVATIONS. 4. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE FROM 811 MARKINGS LOCATED BY SURVEY CREWS, OR RECORD DRAWINGS OBTAINED FROM UTILITY COMPANIES REPRESENTATIVES. KIMLEY-HORN CANNOT GUARANTEE THE LOCATIONS OF SAID UTILITIES, EXCEPT THOSE THAT ARE OBSERVED AND READILY VISIBLE ON THE SURFACE AT THE TIME OF THIS SURVEY. KIMLEY-HORN ASSUMES NO LIABILITY FOR POORLY OR IMPROPERLY MARKED UTILITY LOCATIONS. PRIVATE INTERIOR SERVICE LINES ARE NOT SHOWN. 1" = 30' DESIGN SURVEY EXHIBIT OF A PORTION OF DANIA POINTE SECTION 33, TOWNSHIP 50 SOUTH CITY OF DANIA BEACH, BROWARD COUNTY, FLORIDA 147507155MRHADDRESS: 139 S COMPASS WAY, DANIA BEACH, FL 33004 LEGEND ROOF DRAIN CABLE TV BOX CABLE TV HANDHOLE CABLE TV MANHOLE CABLE TV MARKER FLAG CABLE TV MARKER SIGN CABLE TV VAULT COMMUNICATIONS BOX COMMUNICATIONS HANDHOLE COMMUNICATIONS MANHOLE COMMUNICATIONS MARKER FLAG COMMUNICATIONS MARKER SIGN COMMUNICATIONS VAULT ELEVATION BENCHMARK FIBER OPTIC BOX FIBER OPTIC HANDHOLE FIBER OPTIC MANHOLE FIBER OPTIC MARKER FLAG FIBER OPTIC MARKER SIGN FIBER OPTIC VAULT MONITORING WELL GAS HANDHOLE GAS METER GAS MANHOLE GAS MARKER FLAG GAS SIGN GAS TANK GAS VAULT GAS VALVE TELEPHONE BOX TELEPHONE HANDHOLE TELEPHONE MANHOLE TELEPHONE MARKER FLAG TELEPHONE MARKER SIGN TELEPHONE VAULT PIPELINE MARKER SIGN ELECTRIC BOX FLOOD LIGHT GUY ANCHOR GUY ANCHOR POLE ELECTRIC HANDHOLE LIGHT STANDARD ELECTRIC METER ELECTRIC MANHOLE ELECTRIC MARKER FLAG ELECTRIC MARKER SIGN UTILITY POLE ELECTRIC TRANSFORMER ELECTRIC VAULT HANDICAPPED PARKING SIGN MARQUEE/BILLBOARD BORE LOCATION FLAG POLE GREASE TRAP MAIL BOX SANITARY SEWER CLEAN OUT SANITARY SEWER MANHOLE SANITARY SEWER MARKER FLAG SANITARY SEWER MARKER SIGN SANITARY SEWER SEPTIC TANK SANITARY SEWER VAULT STORM SEWER BOX STORM SEWER DRAIN STORM SEWER MANHOLE STORM SEWER VAULT TRAFFIC BARRIER TRAFFIC BOLLARD TRAFFIC BOX CROSS WALK SIGNAL TRAFFIC HANDHOLE TRAFFIC MANHOLE TRAFFIC MARKER SIGN TRAFFIC SIGNAL TRAFFIC VAULT UNIDENTIFIED BOX UNIDENTIFIED HANDHOLE UNIDENTIFIED METER UNIDENTIFIED MANHOLE UNIDENTIFIED MARKER FLAG UNIDENTIFIED MARKER SIGN UNIDENTIFIED POLE UNIDENTIFIED TANK UNIDENTIFIED VAULT UNIDENTIFIED VALVE TREE WATER BOX FIRE DEPT. CONNECTION WATER HAND HOLE FIRE HYDRANT WATER METER WATER MANHOLE WATER MARKER FLAG WATER MARKER SIGN WATER VAULT WATER VALVE AIR RELEASE VALVE WATER WELL TV TV TV TV TV TV C C C C C C F F F F F G G G G G G G G T T T T T T P E E E E E E T E GT S S S ST S D D D TR TR TR TR TR TR U U U U U U U U U U W W W W W W W A W F IRSC IRFC MNS PKF IRF XS XF 1/2" IRON ROD W/ "KHA" CAP SET IRON ROD WITH CAP FOUND MAG NAIL SET PK NAIL FOUND IRON ROD FOUND "X" CUT IN CONCRETE SET "X" CUT IN CONCRETE FOUND POINT OF BEGINNINGPOB POINT OF COMMENCEMENTPOC IPF IRON PIPE FOUND ADF ALUMINUM DISK FOUND LANDSCAPE SPEAKER BENCH NOT TO SCALEVICINITY MAP SITE I- 9 5 STIRLING RD S B R Y A N R D LINE TYPE LEGEND BOUNDARY LINE EASEMENT LINE BUILDING LINE WATER LINE SANITARY SEWER LINE STORM SEWER LINE UNDERGROUND GAS LINE OVERHEAD UTILITY LINE UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE FENCE CONCRETE PAVEMENT ASPHALT PAVEMENT UGT UGE X X X X W SS GAS OHE LEGEND: BLUE = 2ND FLOOR PARKING GARAGE RED = 3RD FLOOR PARKING GARAGE ______________________________________ JAMES JANISSE PROFESSIONAL SURVEYOR AND MAPPER NO. 7294 KIMLEY-HORN AND ASSOCIATES, INC. 10101 REUNION PLACE, SUITE 400 SAN ANTONIO, TEXAS 78216 PH. 210-729-0100 JAY.JANISSE@KIMLEY-HORN.COM STATE OF FLORIDA License Number James Janisse 7294 Professional Surveyor and Mapper James Janisse 2025.11.19 16:33:23-06'00' FFE . ETAIL ETAIL ETAIL ETAIL E T. E T. ETAIL ETAIL ETAIL ETAIL 4 E I.TRA TRA VAUL A L M D F D. F. F AINT. TRA LEA IN E T. x T - EXI EXI TIN ARA x P - DEM x LI HT PE LAND AP DRAWIN AREA TRIN LI HT PE LAND AP DRAWIN PEDE TRIA REA EXI TIN ETAI BLD EXI TIN ETAI BLD XI TIN . . . . . . . . . .. . x x ISSUANCE & REVISIONS SHEET cale Pro ect No TITLE DA N I A P IN T E A P T . This item has been di itall si ned and sealeb VIVIANA FRANYIE, PE, n th tadacent to the seal. i nature must be veri ied on an electronicopies - H T METRI ITE PLAN L MINAIRE HED L mbol L l t il L m n LLF W ttatalo Number Descriptio Lamp P 2 E 1 XM 7- -L2W -R .ies t 1.11 TB2_40BLED E10_XXXXX_R4 __5 .es A l t 1.1 L MINI E 1 - M 7-L2W -R - -T T M NTED N AMAR ER 4 PL P LE WITH TEN EMBLY E LIP E Maxi AMER N P L 2 Brid elux Vero18- en7, MERI AN LE TRI ATB 4 BLEDE1 XXXX 4 4K NTED ' F N FP P LE LED BRA HEAD PL P L LED Arra TATI TI Description mbol Av i ax Mi Av /Mi TREET Z=0'. c 7. c .7 c 1 .:4.: PH T METRI ITE PLA N RT