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Home My WebLink AboutR-2025-032 ASTF SP-036-24 Banyan BayRESOLUTION NO. 2025-032 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA, APPROVING THE “BANYAN BAY SITE PLAN” (SP-036- 24) SUBMITTED BY THE OWNER, BANYAN BAY MARINE CENTER, LLC, FOR A PROPERTY LOCATED AT 4491 RAVENSWOOD ROAD IN THE CITY OF DANIA BEACH, 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," provides that site plan approval is required as a condition to the issuance of a building permit and prior to the commencement of construction; and WHEREAS, BANYAN BAY MARINE CENTER, LLC, (the "Applicant") is requesting Site Plan approval (SP-036-24) to permit the construction of a new 169,286-square-foot warehouse located at 4491 Ravenswood Road, as legally described in Exhibit "A", a copy of which is made a part of and incorporated into this resolution: and WHEREAS, the Applicant is requesting approval of the proposed Site Plan (SP-036-24) to permit the future development of the subject property pursuant to and consistent with the attached site plan provided as Exhibit "B", a copy of which is made a part of and incorporated into this resolution: and WHEREAS, the Applicant has provided sufficient justification demonstrating compliance with the approval criteria to meet the requirements of the Code; and WHEREAS, the City’s Staff Report analyzes the applicant’s request based on the criteria and supports the Applicant’s request and is incorporated by reference herein as the City’s findings of fact; and WHEREAS, the City Commission conducted a duly noticed public hearing in accordance with Chapter 28, Part 6 of the LDC. Article 610; and WHEREAS. the City Commission finds that the approval of the proposed Site Plan (SP- 036-24) is consistent with the City's Land Development Code and Comprehensive Plan and 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: and WHEREAS. the City’s Commission finds that the approval of the Site Plan (SP-036-24) request is consistent with the City's Comprehensive Plan and Land Development Regulations. 2 RESOLUTION #2025-032 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 pursuant to Chapter 28, Land Development Code. Part 6. "Development Review Procedures and Requirements", Article 635. "Site Plan", the following Site Plan (SP-036-24). attached as Exhibit "B". which is made a part of and incorporated into this Resolution by reference. is approved. Section 3. That the approval granted by this Resolution is subject to the Applicant's compliance with the following conditions: 1. Provide approval from FDEP, SFWMD, Broward County, and Marine Corps as applicable for the basin fill in. (Planning & Zoning) 2. Provide estimated construction value for development so that impact fees may be determined. (Planning & Zoning) 3. The developer is required to participate in the City’s Public Art program by payment into the City’s Public Art fund or through payment and installation of public art. The amount of the Public Art Fund contribution is dependent on the value of the construction which will be established at the time of building permit submittal. (Planning & Zoning) 4. For all projects resulting in the buildout of the site, such that construction staging cannot occur on-site and must obtain Staging Plan approval by the Community Development Director prior to the issuance of a building permit. The Staging Plan must include but is not limited to, the location of equipment and materials during construction. (Planning & Zoning) 5. For all projects resulting in the 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 a period of construction prior to issuance of a building permit. (Planning & Zoning) 6. Per O-2017-027 & O-2018-019. 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 the name and intended use of the project, project rendering, project website address, and owner or agent, the telephone number for the owner or agent, and the name and an emergency contact telephone number of the general contractor. Provide screen details with the next submittal. The City Commission must approve the use of the City Logo.(Planning & Zoning) 7. In the event that the proposed construction causes adverse drainage effects to the surrounding areas, it is the responsibility of the owner of the development to address the concerns of the neighbors and provide a solution at the owner’s expense. (Engineering) 3 RESOLUTION #2025-032 8. Approval from Broward County, SFWMD, FDEP, and ACOE is required at the time of ROW and Building permitting. (Engineering) 9. Floodproofing of the wall is required. Add notes to C-05 and C-09 that the wall shall be floodproofed up to 7.80 feet, NAVD / berm elevation. (Engineering) 10. Revise the 10-year 24-hour peak discharge stated on the table on page 7 of the drainage report and add the project address to the cover of the drainage report.(Engineering) 11. Additional comments may apply and will need to be addressed prior to Building Permit approval.(Engineering) 12. 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 (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 the City, Broward County, and State Roads as applicable.(Engineering) Section 4. That pursuant to Chapter 28, Part 6 of the LDC. Article 635, Section 635- 100 entitled "expiration of site plans; procedure for extension," the site plan approval shall automatically expire and become null and void unless the applicant files a complete building permit application with construction drawings for the improvements shown the site plan, within eighteen (18) months from the date of this resolution. Section 5. That such application must be reviewed by the Broward County Aviation Department; the point of contact is William Castillo, Airport Planner, located at 220 SW 45 Street. Suite 101, Dania Beach. Florida 13312 (954) 359-6100. 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 the associated Planning & Zoning Division Staff Report prepared for the above application(s) is incorporated into this resolution as findings of fact. Section 8. That all resolutions or parts of resolutions in conflict with this Resolution are repealed to the extent of such conflict. Section 9. That this Resolution shall be l0 days after passage. 4 RESOLUTION #2025-032 PASSED AND ADOPTED on February 25, 2025. Motion by Commissioner Ryan, second by Commissioner Lewellen. FINAL VOTE ON ADOPTION: Unanimous X Yes No Commissioner Lori Lewellen ____ ____ Commissioner Luis Rimoli ____ ____ Commissioner Archibald J. Ryan IV ____ ____ Vice Mayor Marco Salvino ____ ____ Mayor Joyce L. Davis ____ ____ ATTEST: ELORA RIERA, MMC JOYCE L. DAVIS CITY CLERK MAYOR APPROVED AS TO FORM AND CORRECTNESS: EVE A. BOUTSIS CITY ATTORNEY 5 RESOLUTION #2025-032 EXHIBIT “A” MVL PLAT 146-1 B PARCEL A 6 RESOLUTION #2025-032 EXHIBIT “B” SITE PLAN PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DR A W N B Y : CH E C K E D B Y : DE S C R I P T I O N : FI E L D B O O K : DA T E : PA G E ( S ) : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S SEAL © ALTA/NSPS LAND TITLE SURVEYBOUNDARY, TOPOGRAPHIC, & TREE SURVEY BANYAN BAY MARINA CENTER 06-0036-007-01 V-1 1 7 BA N Y A N B A Y M A R I N E C E N T E R 44 9 1 R A V E N S W O O D R O A D DA N I A B E A C H , F L O R I D A 3 3 3 1 2 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S AL T A / N S P S L A N D T I T L E S U R V E Y 8/ 0 2 / 2 4 N/ A AC RG C 32 5 5 22 - 5 1 ’ SOUTHEAST CORNER OF SECTION 29, TOWNSHIP 52 SOUTH, RANGE 42 EAST NORTHEAST CORNER OF SECTION 29, TOWNSHIP 52 SOUTH, RANGE 42 EAST SUBJECT PROPERTY 4491 RAVENSWOOD ROAD EAST LINE OF SECTION 29-52-42 FORT LAUDERDALE - HOLLYWOOD INTERNATIONAL AIRPORT AR BFP CB CO SEC. KEYPAD M S D T FM PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DR A W N B Y : CH E C K E D B Y : DE S C R I P T I O N : FI E L D B O O K : DA T E : PA G E ( S ) : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S SEAL © ALTA/NSPS LAND TITLE SURVEYBOUNDARY, TOPOGRAPHIC, & TREE SURVEY BANYAN BAY MARINA CENTER 06-0036-007-01 V-2 2 7 BA N Y A N B A Y M A R I N E C E N T E R 44 9 1 R A V E N S W O O D R O A D DA N I A B E A C H , F L O R I D A 3 3 3 1 2 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S AL T A / N S P S L A N D T I T L E S U R V E Y 8/ 0 2 / 2 4 1" = 5 0 ' AC RG C 32 5 5 22 - 5 1 50'100' GRAPHIC SCALE IN FEET 0000000 AR BFP CB CO SEC. KEYPAD M S D T FM S S OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OH W OH W OH W OH W OH W OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW O H W O H W O H W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS M T PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DR A W N B Y : CH E C K E D B Y : DE S C R I P T I O N : FI E L D B O O K : DA T E : PA G E ( S ) : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S SEAL © ALTA/NSPS LAND TITLE SURVEYBOUNDARY, TOPOGRAPHIC, & TREE SURVEY BANYAN BAY MARINA CENTER 06-0036-007-01 V-3 3 7 BA N Y A N B A Y M A R I N E C E N T E R 44 9 1 R A V E N S W O O D R O A D DA N I A B E A C H , F L O R I D A 3 3 3 1 2 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S AL T A / N S P S L A N D T I T L E S U R V E Y 8/ 0 2 / 2 4 1" = 2 0 ' AC RG C 32 5 5 22 - 5 1 20'40' GRAPHIC SCALE IN FEET 0000000 AR BFP CB CO SEC. KEYPAD M S D T FM AR D AR D S OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW O H W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DR A W N B Y : CH E C K E D B Y : DE S C R I P T I O N : FI E L D B O O K : DA T E : PA G E ( S ) : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S SEAL © ALTA/NSPS LAND TITLE SURVEYBOUNDARY, TOPOGRAPHIC, & TREE SURVEY BANYAN BAY MARINA CENTER 06-0036-007-01 V-4 4 7 BA N Y A N B A Y M A R I N E C E N T E R 44 9 1 R A V E N S W O O D R O A D DA N I A B E A C H , F L O R I D A 3 3 3 1 2 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S AL T A / N S P S L A N D T I T L E S U R V E Y 8/ 0 2 / 2 4 1" = 2 0 ' AC RG C 32 5 5 22 - 5 1 20'40' GRAPHIC SCALE IN FEET 0000000 AR BFP CB CO SEC. KEYPAD M S D T FM MONITORING WELL PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DR A W N B Y : CH E C K E D B Y : DE S C R I P T I O N : FI E L D B O O K : DA T E : PA G E ( S ) : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S SEAL © ALTA/NSPS LAND TITLE SURVEYBOUNDARY, TOPOGRAPHIC, & TREE SURVEY BANYAN BAY MARINA CENTER 06-0036-007-01 V-5 5 7 BA N Y A N B A Y M A R I N E C E N T E R 44 9 1 R A V E N S W O O D R O A D DA N I A B E A C H , F L O R I D A 3 3 3 1 2 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S AL T A / N S P S L A N D T I T L E S U R V E Y XX / X X / X X 1" = 2 0 ' AC RG C 32 5 5 22 - 5 1 20'40' GRAPHIC SCALE IN FEET 0000000 AR BFP CB CO SEC. KEYPAD M S D T FM D CB OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DR A W N B Y : CH E C K E D B Y : DE S C R I P T I O N : FI E L D B O O K : DA T E : PA G E ( S ) : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S SEAL © ALTA/NSPS LAND TITLE SURVEYBOUNDARY, TOPOGRAPHIC, & TREE SURVEY BANYAN BAY MARINA CENTER 06-0036-007-01 V-6 6 7 BA N Y A N B A Y M A R I N E C E N T E R 44 9 1 R A V E N S W O O D R O A D DA N I A B E A C H , F L O R I D A 3 3 3 1 2 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S AL T A / N S P S L A N D T I T L E S U R V E Y 8/ 0 2 / 2 4 1" = 2 0 ' AC RG C 32 5 5 22 - 5 1 20'40' GRAPHIC SCALE IN FEET 0000000 AR BFP CB CO SEC. KEYPAD M S D T FM PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DR A W N B Y : CH E C K E D B Y : DE S C R I P T I O N : FI E L D B O O K : DA T E : PA G E ( S ) : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S SEAL © ALTA/NSPS LAND TITLE SURVEYBOUNDARY, TOPOGRAPHIC, & TREE SURVEY BANYAN BAY MARINA CENTER 06-0036-007-01 V-7 7 7 BA N Y A N B A Y M A R I N E C E N T E R 44 9 1 R A V E N S W O O D R O A D DA N I A B E A C H , F L O R I D A 3 3 3 1 2 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S AL T A / N S P S L A N D T I T L E S U R V E Y 8/ 0 2 / 2 4 N/ A AC RG C 32 5 5 22 - 5 1 OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W GA S GA S GA S GA S OHW OHW OHW OHW OHW OHW OHW OHW /////////////// OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW /////////////////////////////// / / / / / / / / / / / / / / TREE PERIMETER CONC. / ////////////////////////// MONITORING WELL / //////////////////////////////////////// O H W OWNER: DEMETRIC S. MANLEY TEONANTRA P. MANLEY-SMITH PATRICK A. SMILEY OWNER: PATRICK HART CHRISTINE LINCOLN OWNER: VALERIA & RONALD B. HIDALGO OWNER: CASEY O'BRIEN MARGARET O'BRIEN OWNER: FREDERICK S. ELSON FREDERICK S. ELSON TRUSTEE GATE ///// ROLL GATE8'CONC FENCE 8' C O N C F E N C E 8'CONC FENCE 8' C O N C F E N C E / / / / / /// / // / / / / / " CMP OUTFALL I.E.=3.08' AR / / / / / / / / / / / / / / / / / / /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / WWWWWWWWWWWWWW W W W W W W W W W W W W W / / / / / / / / / / / / / / / / / / / / / / / //////// FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM //// D STORM MANHOLE #15059 R.E.=6.22' D STORM MANHOLE #15415 R.E.= 9.19' TOP OF BAFFLE= 2.10' (N) TOP OF WEIR= 5.39' (S) BOTTOM OF WEIR= 4.44' (S) I.E.= -0.69'(S) 24" CMP B.O.S.= -3.98' CURB INLET #15601 R.E.=13.41' CB CATCH BASIN #15632 R.E.=14.42' D STORM MANHOLE #15643 R.E.=7.65' 1906 AR D D AR CB D OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OHW OHW OHW OHW OHW OHW OHW OHW OH W OH W OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW O H W MONITORING WELL M T 1911 1908 1909 1907 2026 1763 1766 1765 5906 57695771 5773 5770 5774 5763 1487 5764 5762 25611 5087 25471 25477 5920 5907 1752 1753 1751 1750 1638 1920 1922 175125535 25532 2553325529 25351 25352 25531 25534 25527 25528 25530 19241923 1925 25341 5027 53 52 25416 25462 25461 25463 25425 25426 25424 2541125478 25480 25479 25482 25481 2548625483 2548725484 25485 25490 5201 5200 5199 5198 25619 25620 5197 25621 5196 25622 5195 25623 25624 25618 25469 25470 25467 25466 25468 25464 25421 25422 25419 5093 25468 2541725420 25412 5094 5003 25549 25550 5008 51345095 50965097 5133 5098 5132 5101 5130 25488 5194 512551825517 25516 25515 25514 254962561725527 25501 25502 25503 2549525492 25493 25497 25514 2550625489 25504 2550525091 25499 25500 25410 25413 25414 5075 25415 25354 25353 5116 25355 5117 5114 5109 5118 25356 5120 5119 25357 5121 5146 5147 25358 5148 5149 5150 5151 5155 5154 5156 25333 5152 1488 1488 5765 5128 5766 5767 5766 5778 5157 5153 5158 25332 1644 1616 5970 5969 5852 1617 1618 5193 1912 5159 25331 5164 5160 25330 5161 25329 25342 25340 25339 25338 25337 25336 25335 25334 25334 5192 25328 25327 163616341637 1635 1620 5203 1639 5854 5971 5853 17441619 1629 1628 1625 1624 5896 5837 1627 1623 1622 1631 1626 1769 1913 1914 1915 1918 1919 1916 1917 1931 1930 5190 5189 5188 5187 25326 25325 5162 25324 2104 51855186 5184 5182 5183 5102 5103 5104 5105 5107 5108 25361 25362 10405 10403 10402 25360 25401 25359 5166 5167 5180 5169 5168 5170 5171 5172 5179 5173 5174 5175 5178 10410 10409 10411 10408 5177 5176 25616 1749 5099 5131 5100 15344 15345 15346 15347 15348 15349 15350 6002 1625 6000 TREE PROTECTION BARRICADE (TYP.) PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S Erik W. Schofield Florida P.L.A. No. 6667682 20 SW P EW S EW S EW S AS N O T E D 12 / 5 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 1 CI T Y C O M M I S S I O N S U B M I T T A L L 01 / 2 4 / 2 0 2 5 OV E R A L L T R E E D I S P O S I T I O N P L A N TREE/PALM TO BE RELOCATED #### EXISTING TREE/PALMS O BE PROTECTED IN PLACE #### #### TREE/PALM TO BE REMOVED TREE PROTECTION BARRICADE As per 155.5204.F. No development, work, or demo activity shall be allowed within the dripline of a tree or tree protection area. TD-1 TD-2 TD-3 TD-4 0 40'80' SCALE:1"=40'-0" 20' OTD 1 TREE PERIMETER CONC. MONITORING WELLOWNER: DEMETRIC S. MANLEY TEONANTRA P. MANLEY-SMITH PATRICK A. SMILEY OWNER: PATRICK HART CHRISTINE LINCOLN OWNER: VALERIA & RONALD B. HIDALGO GATE /////////// 8'CONC FENCE 8' C O N C F E N C E / / / / / / / / MONITORING WELL 57695771 5773 5770 5774 5763 1487 5764 5762 5920 5201 5200 5199 5198 25619 25620 5197 25621 5196 25622 5195 25623 5194 1488 1488 5765 5128 5766 5767 5766 5778 1644 1616 5970 5969 5852 1617 5837 PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S Erik W. Schofield Florida P.L.A. No. 6667682 20 SW P EW S EW S EW S AS N O T E D 12 / 5 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 1 CI T Y C O M M I S S I O N S U B M I T T A L L 01 / 2 4 / 2 0 2 5 TR E E D I S P O S I T I O N P L A N MA T C H L I N E - S E E S H E E T T D - 2 MATCHLINE - SEE SHEET TD-3 0 20'40' SCALE:1"=20'-0" 10' TD-1 2 TREE/PALM TO BE RELOCATED #### EXISTING TREE/PALMS O BE PROTECTED IN PLACE #### #### TREE/PALM TO BE REMOVED TREE PROTECTION BARRICADE As per 155.5204.F. No development, work, or demo activity shall be allowed within the dripline of a tree or tree protection area. OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W GA S GA S / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / W W W W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM ///////// D STORM MANHOLE #15415 R.E.= 9.19' TOP OF BAFFLE= 2.10' (N) TOP OF WEIR= 5.39' (S) BOTTOM OF WEIR= 4.44' (S) I.E.= -0.69'(S) 24" CMP B.O.S.= -3.98' CURB INLET #15601 R.E.=13.41' CB CATCH BASIN #15632 R.E.=14.42' D STORM MANHOLE #15643 R.E.=7.65' D CB D OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W 25611 5087 25471 25477 175125535 25532 2553325529 25351 25352 25531 25534 25527 25528 25530 5027 53 52 25416 25462 25461 25463 25425 25426 25424 2541125478 25480 25479 25482 25481 2548625483 2548725484 25485 25490 25618 25469 25470 25467 25466 25468 25464 25421 25422 25419 5093 25468 2541725420 25412 5094 5003 25549 25550 5008 51345095 50965097 5133 5098 5132 5101 5130 25488 512551825517 25516 25515 25514 254962561725527 25501 25502 25503 2549525492 25493 25497 25514 2550625489 25504 2550525091 25499 25500 25410 25413 25414 5075 25415 25354 25353 5116 25355 5117 5114 5109 5118 25356 5120 5119 25357 5121 5146 5147 25358 5148 5149 5150 5151 5155 5154 5156 25333 5152 5157 5153 5102 5103 5104 5105 5107 5108 25361 25362 10405 10403 10402 25360 25401 25359 5166 5167 5180 5169 5168 5170 25616 5099 5131 5100 PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S Erik W. Schofield Florida P.L.A. No. 6667682 20 SW P EW S EW S EW S AS N O T E D 12 / 5 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 1 CI T Y C O M M I S S I O N S U B M I T T A L L 01 / 2 4 / 2 0 2 5 TR E E D I S P O S I T I O N P L A N MA T C H L I N E - S E E S H E E T T D - 2 MATCHLINE - SEE SHEET TD-4 TD-2 3 0 20'40' SCALE:1"=20'-0" 10' TREE/PALM TO BE RELOCATED #### EXISTING TREE/PALMS O BE PROTECTED IN PLACE #### #### TREE/PALM TO BE REMOVED TREE PROTECTION BARRICADE As per 155.5204.F. No development, work, or demo activity shall be allowed within the dripline of a tree or tree protection area. OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW ////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ////////////////////////////////////////////////////// // / / / / / // / / / // / / / / / // / / / / / / / / / / // / / / / / / //////// SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS HIDALGO OWNER: CASEY O'BRIEN MARGARET O'BRIEN OWNER: FREDERICK S. ELSON FREDERICK S. ELSON TRUSTEE ROLL GATE8'CONC FENCE 8' C O N C F E N C E / / / / / / / / / / / / WWWWWWWWWWWWWWWW / / / / / / / / / / / / / / / / / / / / / / / / / FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM 1906 S OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OH W OH W OH W OH W OH W OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS M T 1911 1908 1909 1907 2026 1763 1766 1765 59065907 1752 1753 1751 1750 1638 25341 1618 5193 163616341637 1635 1620 5203 1639 5854 5971 5853 17441619 1629 1628 1625 1624 5896 1627 1623 1622 1631 1626 1769 1749 15344 15345 15346 15347 15348 15349 15350 6002 1625 6000 TREE PROTECTION BARRICADE (TYP.) PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S Erik W. Schofield Florida P.L.A. No. 6667682 20 SW P EW S EW S EW S AS N O T E D 12 / 5 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 1 CI T Y C O M M I S S I O N S U B M I T T A L L 01 / 2 4 / 2 0 2 5 TR E E D I S P O S I T I O P L A N MA T C H L I N E - S E E S H E E T T D - 4 MATCHLINE - SEE SHEET TD-1 0 20'40' SCALE:1"=20'-0" 10' TD-3 4 TREE/PALM TO BE RELOCATED #### EXISTING TREE/PALMS O BE PROTECTED IN PLACE #### #### TREE/PALM TO BE REMOVED TREE PROTECTION BARRICADE As per 155.5204.F. No development, work, or demo activity shall be allowed within the dripline of a tree or tree protection area. OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W ///////////////////////////////// OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW / / / / / / / // / / / / //////////////////////////////////////////////////////////////////////////// SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS O H W O H W O H W / / / / " CMP OUTFALL I.E.=3.08' AR / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / WWWWWWWWWWWW W W W W W W W W W W W / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///////////////// FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM D STORM MANHOLE #15059 R.E.=6.22' AR D AR S S OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW O H W O H W O H W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 1920 1922 19241923 1925 25341 25624 5153 5158 25332 1912 5159 25331 5164 5160 25330 5161 25329 25342 25340 25339 25338 25337 25336 25335 25334 25334 5192 25328 25327 1913 1914 1915 1918 1919 1916 1917 1931 1930 5190 5189 5188 5187 25326 25325 5162 25324 2104 51855186 5184 5182 5183 5169 5170 5171 5172 5179 5173 5174 5175 5178 10410 10409 10411 10408 5177 5176 PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S Erik W. Schofield Florida P.L.A. No. 6667682 20 SW P EW S EW S EW S AS N O T E D 12 / 5 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 1 CI T Y C O M M I S S I O N S U B M I T T A L L 01 / 2 4 / 2 0 2 5 TR E E D I S P O S I T I O N P L A N 0 20'40' SCALE:1"=20'-0" 10' TD-4 5 TREE/PALM TO BE RELOCATED #### EXISTING TREE/PALMS O BE PROTECTED IN PLACE #### #### TREE/PALM TO BE REMOVED TREE PROTECTION BARRICADE As per 155.5204.F. No development, work, or demo activity shall be allowed within the dripline of a tree or tree protection area. MA T C H L I N E - S E E S H E E T T D - 3 MATCHLINE - SEE SHEET TD-2 PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S Erik W. Schofield Florida P.L.A. No. 6667682 20 SW P EW S EW S EW S AS N O T E D 12 / 5 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 1 CI T Y C O M M I S S I O N S U B M I T T A L L 01 / 2 4 / 2 0 2 5 TR E E D I S P O S I T I O N S C H E D U L E TD-5 6 PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S Erik W. Schofield Florida P.L.A. No. 6667682 20 SW P EW S EW S EW S AS N O T E D 12 / 5 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 1 CI T Y C O M M I S S I O N S U B M I T T A L L 01 / 2 4 / 2 0 2 5 TR E E D I S P O S I T I O N L I S T TD-6 7 1 1 1 1 1 1 1 1 1 1 PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S Erik W. Schofield Florida P.L.A. No. 6667682 20 SW P EW S EW S EW S AS N O T E D 12 / 5 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 1 CI T Y C O M M I S S I O N S U B M I T T A L L 01 / 2 4 / 2 0 2 5 TR E E D I S P O S I T I O N N O T E S TREE PROTECTION NOTES 1.PROTECT DESIGNATED EXISTING TREES SCHEDULED TO REMAIN AGAINST: -UNNECESSARY CUTTING, BREAKING, OR SKINNING OF ROOTS -SKINNING AND BRUISING OF BARK -SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION OR EXCAVATION MATERIALS WITHIN DRIP-LINE -EXCESS FOOT OR VEHICULAR TRAFFIC -PARKING VEHICLES WITHIN DRIP-LINE -TRENCHING 2.ERECT TEMPORARY WOODEN BARRICADES AS SHOWN ON THIS SHEET (PLAN & DETAIL). BEFORE COMMENCEMENT OF ANY SITE CLEARING, GRADING, OR CONSTRUCTION. FENCE TO BE 4' HIGH MINIMUM WITH 4 X 4 POSTS AND PAINTED 2-2X4 RAILS AT 2' AND 4' ABOVE GRADE AND SHALL BE SET DEEP ENOUGH IN THE GROUND TO BE STABLE WITHOUT ADDITIONAL SUPPORT. ALL FENCING SHOULD BE AT MINIMUM PLACED AT POINTS NOT CLOSER THAT THE DRIPLINE OF ANY TREES AND SHALL FULLY ENCLOSE ALL TREES SCHEDULED TO REMAIN. NOTHING SHALL BE PLACED INSIDE OF PROTECTIVE BARRICADES, INCLUDING BUT NOT LIMITED TO CONSTRUCTION MATERIAL, MACHINERY, CHEMICALS, OR TEMPORARY SOIL DEPOSITS. WHEN PAVING, EXCAVATION, OR HARDSCAPE MUST BE DONE WITHIN BARRICADES, BARRICADES SHALL BE MOVED BACK TO A SECONDARY LOCATION AT EDGE OF WORK. EXTRA CARE MUST BE TAKEN AT THIS TIME BY THE CONTRACTOR TO INSURE THAT NO DAMAGE TO THE TREE OCCURS. 3.PROVIDE WATER TO TREES AS REQUIRED TO MAINTAIN THEIR HEALTH DURING CONSTRUCTION WORK. 4.WHEN NECESSARY TO CUT ROOT OVER 1" DIAMETER OF TREES TO REMAIN, CUT MUST BE A CLEAN CUT, COAT CUT FACES OF ROOTS WITH AN EMULSIFIED ASPHALT OR OTHER ACCEPTABLE COATING FORMULATED FOR USE ON DAMAGED PLANT TISSUE. TEMPORARILY COVER EXPOSED ROOTS WITH WET BURLAP TO PREVENT DRYING AND COVER WITH EARTH AS SOON AS POSSIBLE. 5.NO GRADE CHANGES ARE TO BE MADE WITHIN THE BARRICADES WITHOUT PRIOR APPROVAL OF THE SEMINOLE COUNTY CURRENT PLANNING MANAGER OR HIS DESIGNATED REPRESENTATIVE. 6.NO ATTACHMENTS OR WIRES OTHER THAN THOSE OF A PROTECTIVE OR NON-DAMAGING NATURE SHALL BE ATTACHED TO ANY TREE. 7.INTERFERING BRANCHES MAY BE REMOVED AT THE DIRECTION OF THE OWNER OR HIS DESIGNATED REPRESENTATIVE, BY A QUALIFIED TREE SURGEON. 8.REPAIR OR REPLACE TREES INDICATED TO REMAIN, WHICH ARE DAMAGED IN THE CONSTRUCTION OPERATIONS, IN A MANNER ACCEPTABLE TO THE OWNER. EMPLOY A QUALIFIED TREE SURGEON TO REPAIR MAJOR DAMAGES TO TREES AND SHRUBS, PROMPTLY, TO PREVENT PROGRESSIVE DETERIORATION CAUSED BY THE DAMAGE. 9.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF TREES DESTROYED OR SUBJECT TO MAJOR DAMAGE BEYOND REPAIR AS DETERMINED BY THE SEMINOLE COUNTY CURRENT PLANNING MANAGER AND SHALL BE REPLACED BEFORE OCCUPANCY UNLESS REMOVAL HAS BEEN PERMITTED BY SEMINOLE COUNTY. IF TREES ARE HARMED THROUGH LACK OF PROTECTION OR THROUGH NEGLIGENCE ON THE PART OF THE CONTRACTOR, THE CONTRACTOR SHALL BEAR THE BURDEN OF THE COST OF REPAIR OR REPLACEMENT. 10.PROTECTIVE BARRIER ZONES SHALL REMAIN IN PLACE AND INTACT UNTIL SUCH TIME AS LANDSCAPE OPERATIONS BEGIN OR CONSTRUCTION IS COMPLETE, WHICHEVER OCCURS FIRST. TD-7 8 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. 10.10. 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.Landscape contractor shall be responsible for providing temporary water provisions until such time as the irrigation system is operational. 16.All wire guys and/or fabric straps shall be flagged with florescent colored tape. GA S AR D D CB D FP L FP L SW 45TH STREET RA V E N S W O O D R O A D 1769 59201619 1744 1622 1923 19221917 1915 1918 1920 2104 25415 1914 1916 1919 SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CAL SIZE NATIVE CATEGORY TREES BS 25 Bursera Simaruba Gumbo Limbo 3" DBH 16` Ht. x 8` Spr.Yes Category 1 CO 4 Chrysophyllum oliviforme Satinleaf 2" DBH 12` Ht. x 5` Spr.Yes Category 2 CR 2 Clusia rosea Pitch Apple 2" DBH 12` Ht. x 5` Spr.Yes Category 1 CD 17 Coccoloba diversifolia Pigeon Plum 2" DBH 12` Ht. x 5` Spr.Yes Category 2 CE 2 Conocarpus erectus Buttonwood 2" DBH 14` Ht. x 5` Spr.Yes Category 2 CS 33 Conocarpus erectus sericeus Silver Button Wood 2" DBH 12` Ht. x 5` Spr.Yes Category 2 ED 17 Elaeocarpus decipiens Japanese Blueberry Tree 1.5" DBH 10' Ht. x 4' Spr, 3' Min. C.T.No Category 3 MF 4 Myrcianthes fragrans Simpson`s Stopper 1.5" DBH 10' Ht. x 4' Spr, 3' Min. C.T.Yes Category 3 QV 54 Quercus virginiana Southern Live Oak 2" DBH 14` Ht. x 6` Spr.Yes Category 1 TD 7 Taxodium distichum `Cascade Falls`Weeping Bald Cypress 2" DBH 14` Ht. x 6` Spr.Yes Category 1 PLANT SCHEDULE BANYAN BAY LANDSCAPE EXISTING BS-R 1 Bursera simaruba Gumbo Limbo -Relocated Tree, refer to Tree Disposition Plans Yes Category 1 FAR 1 Ficus aurea Strangler Fig -Relocated Tree, refer to Tree Disposition Plans Yes Category 1 QV-E 11 Quercus virginiana Southern Live Oak -Existing Tree, refer to Tree Disposition Plans Yes Category 1 QV-R 3 Quercus virginiana Southern Live Oak -Relocated Tree, refer to Tree Disposition Plans Yes Category 1 SPE 6 Sabal palmetto Cabbage Palmetto -Existing Palm, refer to Tree Disposition Plans Yes Category 2 FLOWERING TREES BA 5 Bulnesia arborea Verawood 2" DBH 12` Ht. x 6` Spr.No Category 2 MITIGATION TREES BSM 23 Bursera simaruba Gumbo Limbo 5.5" CAL.16` Ht. x 8` Sprd.Yes Category 1A CEM 7 Conocarpus erectus Green Buttonwood 5" CAL.12` Ht. x 5` Spr.Yes Category 1B QVM 8 Quercus virginiana Southern Live Oak 5.5" CAL.16` Ht. x 8` Spr.Yes Category 1A PALM TREES PEX 36 Ptychosperma schefferi Scheffer's Palm -6-8' CT, Staggered OA Hts.No Category 4 SPX 43 Sabal palmetto Cabbage Palm -14`-20` CT.Yes Category 2 VMT 3 Veitchia montgomeryana Montgomery Palm -18-20' OA, Triple Trunk No Category 4 SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SPECIFICATIONS NATIVE SPACING SHRUB AREAS CHI 607 Chrysobalanus icaco `Redtip`Red Tip Cocoplum 36" HT X 24" SPRD.YES 24" o.c. CG2 216 Clusia guttifera Small-Leaf Clusia 36" HT. x 36" SPR.YES 36" o.c. CES 385 Conocarpus erectus `Sericeus`Silver Buttonwood 36" HT X 24" SPRD.YES 24" o.c. FMG 198 Ficus microcarpa `Green Island`Green Island Ficus 12" HT. X 12" SPRD.NO 15" o.c. IVN 1,181 Ilex vomitoria `Nana`Dwarf Yaupon 18" HT X 18" SPRD.YES 18" o.c. POM 581 Podocarpus macrophyllus maki Shrubby Yew 36" HT X 24" SPRD.NO 24" o.c. VIO 623 Viburnum obovatum Walter`s Viburnum 24" HT. X 24" SPRD.YES 24" o.c. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SPECIFICATIONS SPACING SOD/SEED SOD-2 9,969 sf Paspalum notatum Bahiagrass SOD SOD-1 114,762 sf Stenotaphrum secundatum `Floritam`Floritam St. Augustine Sod SOD PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S Erik W. Schofield Florida P.L.A. No. 6667682 20 SW P EW S EW S EW S AS N O T E D 12 / 5 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 1 CI T Y C O M M I S S I O N S U B M I T T A L L 01 / 2 4 / 2 0 2 5 OV E R A L L L A N D S C A P E P L A N 0 40'80' SCALE:1"=40'-0" 20' LP-1 LP-2 LP-3 LP-4 OLP 14 1 1 1 1 1 1 1 1 10 . 7 ' 10 . 7 ' 10 . 7 ' 10 . 7 ' PROPOSED LAKE PROPOSED DETENTION AREA PROPERTY LINE PROPERTY LINE PROPOSED SEAWALL - SEE ENGINEERING DWGS. 13 . 7 ' 17 . 6 ' BUILDING 2 77,548 S.F. PROPOSED 8' HT. MASONRY WALL TOP OF BANK EDGE OF WATER FP L PROPOSED LIGHT POLE - SEE MEP PLAN DUMPSTER ENCLOSURE- SEE ARCH. DWGS. SHEET A-1 FOR DETAILS TRUCK COURT TRUCK COURT PEX 3 CS 4 FMG 71 CG2 150 PEX 3 IVN 354 POM 102 PEX 3 CES 205 23 FMG 150 VIO CO 2 20.0' PROPOSED WATER MAIN EASEMENT POM 27 ED 1 6.1' 5.1' MIN. TD 1 PEX 3 ED 3 QV 4 PROPOSED FIRE HYDRANT, TYP. PROPOSED FIRE HYDRANT, TYP. PROPOSED LIGHT POLE - SEE MEP PLAN SOD-1 SOD-1 SOD-1 SOD-1 SOD-1 SOD-1 SOD-1 SOD-1 SOD-1 SOD-1 SOD-1 SOD-1 SOD-1 1769 CEM 2 2.0' OVERHANG 7.1' QV 8 POM 59 CD 12 1 BS-R 1 ED SPX 9 3 QV 3 QV 5 CS 7 CS 6 CS 8 QV MF 2 4 QVM 11 QV SYMBOL CODE BOTANICAL NAME COMMON NAME TREES BS Bursera Simaruba Gumbo Limbo CO Chrysophyllum oliviforme Satinleaf CR Clusia rosea Pitch Apple CD Coccoloba diversifolia Pigeon Plum CE Conocarpus erectus Buttonwood CS Conocarpus erectus sericeus Silver Button Wood ED Elaeocarpus decipiens Japanese Blueberry Tree MF Myrcianthes fragrans Simpson`s Stopper QV Quercus virginiana Southern Live Oak TD Taxodium distichum `Cascade Falls`Weeping Bald Cypress EXISTING BS-R Bursera simaruba Gumbo Limbo FAR Ficus aurea Strangler Fig QV-E Quercus virginiana Southern Live Oak QV-R Quercus virginiana Southern Live Oak SPE Sabal palmetto Cabbage Palmetto FLOWERING TREES BA Bulnesia arborea Verawood MITIGATION TREES BSM Bursera simaruba Gumbo Limbo CEM Conocarpus erectus Green Buttonwood QVM Quercus virginiana Southern Live Oak PALM TREES PEX Ptychosperma schefferi Scheffer's Palm SPX Sabal palmetto Cabbage Palm VMT Veitchia montgomeryana Montgomery Palm SHRUB AREAS CHI Chrysobalanus icaco `Redtip`Red Tip Cocoplum CG2 Clusia guttifera Small-Leaf Clusia CES Conocarpus erectus `Sericeus`Silver Buttonwood FMG Ficus microcarpa `Green Island`Green Island Ficus IVN Ilex vomitoria `Nana`Dwarf Yaupon POM Podocarpus macrophyllus maki Shrubby Yew VIO Viburnum obovatum Walter`s Viburnum SOD/SEED SOD-2 Paspalum notatum Bahiagrass SOD-1 Stenotaphrum secundatum `Floritam`Floritam St. Augustine Sod PLANT SCHEDULE BANYAN BAY PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S Erik W. Schofield Florida P.L.A. No. 6667682 20 SW P EW S EW S EW S AS N O T E D 12 / 5 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 1 CI T Y C O M M I S S I O N S U B M I T T A L L 01 / 2 4 / 2 0 2 5 LA N D S C A P E P L A N MA T C H L I N E - S E E S H E E T L P - 2 MATCHLINE - SEE SHEET LP-3 0 20'40' SCALE:1"=20'-0" 10'LP-1 15 Know what's below. before you dig.Call R GA S GA S W W W W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM D CB DRA V E N S W O O D R O A D 10 . 7 ' 10 . 7 ' PROPERTY LINE PROPOSED SEAWALL - SEE ENGINEERING DWGS. BUILDING 1 91,738 S.F. F.F.E. +10.0' 15.6' 10 . 7 ' PROPOSED LIGHT POLE - SEE MEP PLAN PROPOSED LIGHT POLE - SEE MEP PLAN FP L DUMPSTER ENCLOSURE- SEE ARCH. DWGS. SHEET A-1 FOR DETAILS TRUCK COURT TRUCK COURT PROPERTY LINE / ROW LINE 12.0' EXISTING U.E. 167 VIO 15 . 8 ' 15 . 7 ' 20 . 0 ' P R O P O S E D W A T E R MA I N EA S E M E N T 20.0' PROPOSED WATER MAIN EASEMENT PEX 3 6.4' 10 . 0 ' 15.8' ED 1 PEX 3 ED 2 2 ED PROPOSED FIRE HYDRANT, TYP. SOD-1 SOD-1 SOD-1 SOD-1 SOD-1 SOD-1 SOD-1 SOD-1 SOD-1SOD-1 SOD-1 4' x 16' EXISTING F.P.L. EASEMENT 1744 192 CHI 180 CES MF 1 FMG 16 5.0' MIN. ED 2 11 . 7 ' 6.0' ED 1 IVN 77 PEX 3 POM 34 QV 1 CS 4 FMG 43 POM 28 ED 1 POM 103 IVN 251 PEX 3 EXISTING OVERHEAD POWER LINES 60 POM 4 QV 5.0' 2 SPE 10 BS 3 BSM 5 BSM 1 QV-R 9 SPX 2 CO 8 QV QVM 4 SYMBOL CODE BOTANICAL NAME COMMON NAME TREES BS Bursera Simaruba Gumbo Limbo CO Chrysophyllum oliviforme Satinleaf CR Clusia rosea Pitch Apple CD Coccoloba diversifolia Pigeon Plum CE Conocarpus erectus Buttonwood CS Conocarpus erectus sericeus Silver Button Wood ED Elaeocarpus decipiens Japanese Blueberry Tree MF Myrcianthes fragrans Simpson`s Stopper QV Quercus virginiana Southern Live Oak TD Taxodium distichum `Cascade Falls`Weeping Bald Cypress EXISTING BS-R Bursera simaruba Gumbo Limbo FAR Ficus aurea Strangler Fig QV-E Quercus virginiana Southern Live Oak QV-R Quercus virginiana Southern Live Oak SPE Sabal palmetto Cabbage Palmetto FLOWERING TREES BA Bulnesia arborea Verawood MITIGATION TREES BSM Bursera simaruba Gumbo Limbo CEM Conocarpus erectus Green Buttonwood QVM Quercus virginiana Southern Live Oak PALM TREES PEX Ptychosperma schefferi Scheffer's Palm SPX Sabal palmetto Cabbage Palm VMT Veitchia montgomeryana Montgomery Palm SHRUB AREAS CHI Chrysobalanus icaco `Redtip`Red Tip Cocoplum CG2 Clusia guttifera Small-Leaf Clusia CES Conocarpus erectus `Sericeus`Silver Buttonwood FMG Ficus microcarpa `Green Island`Green Island Ficus IVN Ilex vomitoria `Nana`Dwarf Yaupon POM Podocarpus macrophyllus maki Shrubby Yew VIO Viburnum obovatum Walter`s Viburnum SOD/SEED SOD-2 Paspalum notatum Bahiagrass SOD-1 Stenotaphrum secundatum `Floritam`Floritam St. Augustine Sod PLANT SCHEDULE BANYAN BAY PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S Erik W. Schofield Florida P.L.A. No. 6667682 20 SW P EW S EW S EW S AS N O T E D 12 / 5 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 1 CI T Y C O M M I S S I O N S U B M I T T A L L 01 / 2 4 / 2 0 2 5 LA N D S C A P E P L A N MA T C H L I N E - S E E S H E E T L P - 1 MATCHLINE - SEE SHEET LP-4 0 20'40' SCALE:1"=20'-0" 10'LP-2 16 Know what's below. before you dig.Call R OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WWWWWWWWWWWWWWW FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM 10 . 7 ' 16.1' PROPERTY LINE 2.0' OVERHANG BUILDING 2 77,548 S.F. SW 45TH STREET PROPOSED 8' HT. MASONRY WALL TOP OF BANK EDGE OF WATER PROPOSED LIGHT POLE - SEE MEP PLAN PROPOSED LAKE TRUCK COURT TOP OF BANK EDGE OF WATER 12.0' EXISTING U.E. CG2 66 CHI 69 5 BA VMT 1 ED 1 6.1' 5.1' MIN. 7.1' 5' PROPOSED CONC. SIDEWALK PROPERTY LINE / ROW LINEPROPERTY LINE/ ROW LINE SOD-2 SOD-2 SOD-1 SOD-1 SOD-1 SOD-1 SOD-1 SOD-1 SOD-1 59201619 QV 1 CHI 120 FMG 28 VIO 145 PEX 3 POM 99 IVN 329 ED 1 2 QV PEX 3 5 CS CD 5 CEM 5 19.2' PROPOSED WATER MAIN EASEMENT LANDSCAPE ISLAND, TYPICAL QV-E 1 6 TD BSM 4 1622 25415 1 FAR 2 QV-R BS 1 2 BSM BS 2 BS 2 3 SPX VMT 2 SPX 15 MF 1 CR 1 30' CORNER SIGHT VISIBILITY TRIANGLE 2 BSM SYMBOL CODE BOTANICAL NAME COMMON NAME TREES BS Bursera Simaruba Gumbo Limbo CO Chrysophyllum oliviforme Satinleaf CR Clusia rosea Pitch Apple CD Coccoloba diversifolia Pigeon Plum CE Conocarpus erectus Buttonwood CS Conocarpus erectus sericeus Silver Button Wood ED Elaeocarpus decipiens Japanese Blueberry Tree MF Myrcianthes fragrans Simpson`s Stopper QV Quercus virginiana Southern Live Oak TD Taxodium distichum `Cascade Falls`Weeping Bald Cypress EXISTING BS-R Bursera simaruba Gumbo Limbo FAR Ficus aurea Strangler Fig QV-E Quercus virginiana Southern Live Oak QV-R Quercus virginiana Southern Live Oak SPE Sabal palmetto Cabbage Palmetto FLOWERING TREES BA Bulnesia arborea Verawood MITIGATION TREES BSM Bursera simaruba Gumbo Limbo CEM Conocarpus erectus Green Buttonwood QVM Quercus virginiana Southern Live Oak PALM TREES PEX Ptychosperma schefferi Scheffer's Palm SPX Sabal palmetto Cabbage Palm VMT Veitchia montgomeryana Montgomery Palm SHRUB AREAS CHI Chrysobalanus icaco `Redtip`Red Tip Cocoplum CG2 Clusia guttifera Small-Leaf Clusia CES Conocarpus erectus `Sericeus`Silver Buttonwood FMG Ficus microcarpa `Green Island`Green Island Ficus IVN Ilex vomitoria `Nana`Dwarf Yaupon POM Podocarpus macrophyllus maki Shrubby Yew VIO Viburnum obovatum Walter`s Viburnum SOD/SEED SOD-2 Paspalum notatum Bahiagrass SOD-1 Stenotaphrum secundatum `Floritam`Floritam St. Augustine Sod PLANT SCHEDULE BANYAN BAY PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S Erik W. Schofield Florida P.L.A. No. 6667682 20 SW P EW S EW S EW S AS N O T E D 12 / 5 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 1 CI T Y C O M M I S S I O N S U B M I T T A L L 01 / 2 4 / 2 0 2 5 LA N D S C A P E P L A N MA T C H L I N E - S E E S H E E T L P - 4 MATCHLINE - SEE SHEET LP-1 0 20'40' SCALE:1"=20'-0" 10'LP-3 17 Know what's below. before you dig.Call R 1 OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS O H W O H W O H W AR WWWWWWWWWWWW W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM F M FM FM FM FM FM FM FM FM FM FM FM FM FM D SW 45TH STREET 10 . 7 ' 10 . 7 ' BUILDING 1 91,738 S.F. TRUCK COURT PROPERTY LINE / ROW LINE PROPOSED DETENTION BASIN 12.0' EXISTING U.E. 12.0' EXISTING U.E. 30' CORNER SIGHT VISIBILITY TRIANGLE MONUMENT SIGNAGE - TO BE SUBMITTED UNDER SEPARATE PERMIT VIO 161 CE 2 QV 2 CHI 120 20 . 0 ' W A T E R MA I N EA S E M E N T 5.0' MIN. 6.0' RA V E N S W O O D R O A D PROPERTY LINE / ROW LINE 5' PROPOSED CONC. SIDEWALK 30' CORNER SIGHT VISIBILITY TRIANGLE 30' CORNER SIGHT VISIBILITY TRIANGLE 5' PROPOSED CONC. SIDEWALKSOD-2 SOD-2 SOD-2 SOD-1SOD-1 SOD-1 SOD-1 SOD-1 SOD-1 SOD-1 SOD-1 SOD-1 12.0' EXISTING U.E. QV-E 1 FMG 17 CS 2 IVN 170 PEX 3 POM 69 ED 1 QV 1 PEX 3 BSM 3 1923 19221917 1915 1918 1920 2104 10.5' EXISTING F.P.L. EASEMENT EXISTING OVERHEAD POWER LINES 1914 1916 1919 SPE 4 PROPOSED LIGHT POLE - SEE MEP PLAN BS 3 9 QV-E 7 SPX 1 CR CHI 26 CHI 87 BS 3 BSM 3 BS 4 BSM 1 SYMBOL CODE BOTANICAL NAME COMMON NAME TREES BS Bursera Simaruba Gumbo Limbo CO Chrysophyllum oliviforme Satinleaf CR Clusia rosea Pitch Apple CD Coccoloba diversifolia Pigeon Plum CE Conocarpus erectus Buttonwood CS Conocarpus erectus sericeus Silver Button Wood ED Elaeocarpus decipiens Japanese Blueberry Tree MF Myrcianthes fragrans Simpson`s Stopper QV Quercus virginiana Southern Live Oak TD Taxodium distichum `Cascade Falls`Weeping Bald Cypress EXISTING BS-R Bursera simaruba Gumbo Limbo FAR Ficus aurea Strangler Fig QV-E Quercus virginiana Southern Live Oak QV-R Quercus virginiana Southern Live Oak SPE Sabal palmetto Cabbage Palmetto FLOWERING TREES BA Bulnesia arborea Verawood MITIGATION TREES BSM Bursera simaruba Gumbo Limbo CEM Conocarpus erectus Green Buttonwood QVM Quercus virginiana Southern Live Oak PALM TREES PEX Ptychosperma schefferi Scheffer's Palm SPX Sabal palmetto Cabbage Palm VMT Veitchia montgomeryana Montgomery Palm SHRUB AREAS CHI Chrysobalanus icaco `Redtip`Red Tip Cocoplum CG2 Clusia guttifera Small-Leaf Clusia CES Conocarpus erectus `Sericeus`Silver Buttonwood FMG Ficus microcarpa `Green Island`Green Island Ficus IVN Ilex vomitoria `Nana`Dwarf Yaupon POM Podocarpus macrophyllus maki Shrubby Yew VIO Viburnum obovatum Walter`s Viburnum SOD/SEED SOD-2 Paspalum notatum Bahiagrass SOD-1 Stenotaphrum secundatum `Floritam`Floritam St. Augustine Sod PLANT SCHEDULE BANYAN BAY PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S Erik W. Schofield Florida P.L.A. No. 6667682 20 SW P EW S EW S EW S AS N O T E D 12 / 5 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 1 CI T Y C O M M I S S I O N S U B M I T T A L L 01 / 2 4 / 2 0 2 5 0 20'40' SCALE:1"=20'-0" 10' MA T C H L I N E - S E E S H E E T L P - 3 MATCHLINE - SEE SHEET LP-2 LP-4 18 Know what's below. before you dig.Call R LA N D S C A P E P L A N 1 PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S Erik W. Schofield Florida P.L.A. No. 6667682 20 SW P EW S EW S EW S AS N O T E D 12 / 5 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 1 CI T Y C O M M I S S I O N S U B M I T T A L L 01 / 2 4 / 2 0 2 5 LP-5 19 Know what's below. before you dig.Call R 1. A PRE-CONSTRUCTION MEETING WITH THE CITY OF DANIA BEACH IS REQUIRED PRIOR TO LANDSCAPING ACTIVITIES INCLUDING REMOVAL OF TREES AND/OR INSTALLATION OF PLANT MATERIAL. CALL 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 DRIPLINE(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 CITY OF DANIA BEACH TO OBTAIN PERMIT INFORMATION. ALL TREE WORK IS TO BE DONE BY A REGISTERED BROWARD COUNTY TREE TRIMMER. 5. CONTRACTOR SHALL NOTIFY SUNSHINE ONE CALL OF FLORIDA, INC. AT 1-800-432-4770 A MINIMUM OF 2 FULL BUSINESS DAYS PRIOR TO DIGGING. CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGE TO UTILITIES FROM PLANT INSTALLATION. 7. ALL PLANTING MUST FOLLOW PLANTING SPECIFICATIONS AND DETAILS SHOWN ON THE PLAN. 8. 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. 9. ALL SIZES SHOWN FOR PLANT MATERIAL ARE TO BE CONSIDERED MINIMUMS. 10.ALL TREE STAKING AND SUPPORT SHALL BE REMOVED ONE YEAR AFTER INSTALLATION. 11. NO FERTILIZER SHALL BE APPLIED TO NEWLY PLANTED TREES AND PALMS. 12.ALL LANDSCAPE MATERIAL SHALL BE THOROUGHLY WATERED AT THE TIME OF PLANTING, NO DRY PLANTING PERMITTED. 13.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY WATERING FOR A MINIMUM DURATION OF 90 DAYS,. 14.ALL WIRE GUYS AND/OR FABRIC STRAPS SHALL BE FLAGGED WITH FLORESCENT COLORED TAPE. 15.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. D.NO MULCH SHALL BE PLACED TOUCHING OR WITHIN SIX INCHES OF THE TRUNK OF A TREE OR PALM. 16.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 17.BEFORE CONSTRUCTION BEGINS THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING CONSTRUCTION. IF SUCH DAMAGE OCCURS THE CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY REPAIRS AND THEY SHOULD BE MADE IMMEDIATELY AT THE CONTRACTORS EXPENSE WITH SUPERVISION OF THE ENGINEER. 18.ALL WORK MUST COMPLY WITH THE FLORIDA STATE STATUTE 553.81- "PROTECTION OF UNDERGROUND PIPELINES." 19.THE CONTRACTOR MUST COMPLY WITH ALL STATE AND LOCAL WATER QUALITY STANDARDS. 1.ALL PLANT MATERIAL FURNISHED BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED SHALL BE FLORIDA NO. 1 GRADE OR BETTER, AND SHALL BE INSTALLED AS SPECIFIED IN "GRADES AND STANDARDS FOR NURSERY PLANTS," PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. ALL PLANT MATERIAL MUST BE HEALTHY, VIGOROUS MATERIALS, FREE OF PESTS AND DISEASES. 2.ALL SIZES SHOWN FOR PLANT MATERIAL ON THE PLAN ARE TO BE CONSIDERED AS MINIMUMS. ALL PLANT MATERIAL MUST MEET OR EXCEED THESE MINIMUM REQUIREMENTS FOR BOTH HEIGHT AND SPREAD. ANY OTHER REQUIREMENTS FOR SPECIFIC SHAPE OR EFFECT AS NOTED ON THE PLAN OR SPECIFICATIONS WILL ALSO BE REQUIRED FOR ACCEPTANCE. ANY SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT BEFORE PLANTING. 3.THE CONTRACTOR IS RESPONSIBLE FOR ALL PLANTING MEETING SPECIFICATIONS AS NOTED BEFORE INSTALLATION. CONTRACTOR SHALL IMMEDIATELY REMOVE ALL PLANTING THAT DOES NOT MEET SPECIFICATIONS AND BE HELD RESPONSIBLE TO REPLACE IT WITH APPROPRIATE PLANTING. 4.IN THE EVENT OF A VARIATION BETWEEN THE PLANT LISTS AND THE ACTUAL QUANTITY OF PLANTS SHOWN, THE PLANS HOLD TRUE. 5.ALL ROOT BALLS SHALL CONFORM TO THE SIZE STANDARDS SET FORTH 6.CONTRACTOR TO SUBMIT TO THE ENGINEER THE GROWERS AND/OR SITE INSPECTION CERTIFICATE FOR PLANT MATERIALS TWO (2) WEEKS PRIOR TO COMMENCEMENT OF WORK. 7.ALL PLANT MATERIALS MUST BE PROTECTED DURING TRANSPORT AND DELIVERY TO THE JOB SITE WITH SHADE CLOTH OR OTHER ACCEPTABLE MEANS OF WINDBURN PREVENTION. 8.CONTRACTORS SHALL FIELD VERIFY ALL INFORMATION , PLANT QUANTITIES, AND SQUARE FOOTAGES PRIOR TO INITIATING PLANTING INSTALLATION. ALL EXISTING PLANTING SHALL REMAIN INTACT AND UNDISTURBED UNLESS OTHERWISE NOTED ON THE PLANS. 9.CONTRACTOR SHALL FIELD STAKE THE LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION FOR THE REVIEW AND APPROVAL OF THE ENGINEER. 10. ALL TREES MUST BE FLORIDA #1, STRAIGHT TRUNKED, FULL HEADED, AND MEET ALL REQUIREMENTS SPECIFIED. 11.CONTRACTOR TO GUARANTEE PLANT MATERIAL FOR A FULL YEAR ESTABLISHMENT PERIOD FOLLOWING DATE OF ACCEPTANCE. 12.CONTRACTOR TO REPLACE REJECTED PLANT MATERIAL WITHIN ONE WEEK OF NOTICE. 13.CONTRACTOR TO REQUEST INSPECTION OF PROJECT IN WRITING. IF ALL WORK IS SATISFACTORY AND COMPLETE IN ACCORDANCE WITH CONDITIONS OF CONTRACT DOCUMENTS, THEN THE COUNTY AND ENGINEER SHALL DECLARE SUBSTANTIALLY COMPLETE. SUBSTANTIAL COMPLETION CONSTITUTES THE BEGINNING OF THE GUARANTEE PERIOD. 14.INSTALLATION- ALL PLANT MATERIAL SHALL BE INSTALLED IN A SOUND QUALITY OF WORK AND ACCORDING TO GOOD PLANTING PROCEDURES WITH THE QUALITY OF PLANT MATERIALS AS HEREINAFTER DESCRIBED. ALL ELEMENTS OF LANDSCAPING SHALL BE INSTALLED SO AS TO MEET ALL APPLICABLE ORDINANCES AND CODE REQUIREMENTS. 15. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES AND LANDSCAPE UNTIL FINAL ACCEPTANCE BY THE OWNER. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE AND PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION OF PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF PLANTS IF DEAD OR DYING PRIOR TO FINAL ACCEPTANCE. 16. TREES GROWN IN GROW BAGS OR GROW BAG TYPE MATERIAL MUST HAVE THE GROW BAG REMOVED ENTIRELY BEFORE PLANTING. 17. BALLED AND BURLAPPED MATERIAL SHALL HAVE THE TOP ONE HALF (½) OF THE BURLAP AROUND THE BASE OF THE TRUNK CUT AND PULLED BACK. DO NOT REMOVE THE BURLAP BUT WIRE CAGES, STRAPS, ETC. MUST BE CUT AND REMOVED COMPLETELY BEFORE INSTALLATION. 20.THE LOCATION OF ALL THE UTILITIES SHOWN ON THE PLAN IS APPROXIMATE. THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR ON SITE. ALL PLANTING MAY BE ADJUSTED TO AVOID CONFLICTS WITH UTILITIES AND/OR EXISTING ABOVE GROUND ELEMENTS. ANY ADJUSTMENTS GREATER THAN 10 FEET SHALL BE DONE ONLY WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT. 21.CAUTION SHOULD BE EXERCISED WHEN WORKING NEAR EXISTING PLANTING AND ANY FURNISHING THAT IS TO REMAIN ON SITE TO PREVENT ANY DAMAGE. ANY SIGNS, STRUCTURES, OR PLANTING SHALL BE REPLACED AT THE CONTRACTORS EXPENSE IF DAMAGED BEYOND USE. DAMAGED BEYOND USE WILL BE DETERMINED BY THE LANDSCAPE ARCHITECT. 22.CONTRACTOR IS RESPONSIBLE FOR CLEANING ALL WORK AREAS AT THE END OF EACH WORKING DAY. ANY DEBRIS SHALL BE COLLECTED AND DEPOSITED APPROPRIATELY OFF SITE DAILY. ALL MATERIALS, PRODUCTS, AND EQUIPMENT SHALL BE STORED IN AN ORGANIZED FASHION AS DIRECTED BY THE ENGINEER. 23.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS THAT ARE REQUIRED BY THE COUNTY FOR TREE REMOVAL, RELOCATION, TREE PROTECTION OR INSTALLATION BEFORE BEGINNING WORK. 24.ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED BY INSTALLING PROTECTIVE BARRIERS AROUND THE DRIP LINE OF TREES. THESE PROTECTIVE BARRIERS SHALL BE SEEN EASILY BY OPERATORS OF TRUCKS AND OTHER EQUIPMENT. THEY SHALL BE CONSTRUCTED OF STURDY MATERIALS (NOT FLAGGING OR RIBBON) AND SHALL BE INSTALLED PRIOR TO AND DURING CONSTRUCTION. 25.DO NOT STORE OR USE ANY MATERIALS OR EQUIPMENT WITHIN THE DRIP LINE OF ANY TREE THAT IS TO BE RELOCATED OR PROTECTED IN PLACE UNLESS THE ACTIVITY IS BEING DONE TO PROTECT THE TREES. 26.DO NOT DISCHARGE OR CONTAMINATE THE SOIL WITHIN THE DRIP LINE OF ANY OF THE TREES TO BE RELOCATED OR PROTECTED IN PLACE. THIS INCLUDES SUBSTANCES SUCH AS PAINT, OIL, SOLVENTS, PETROLEUM PRODUCTS, ASPHALT, CONCRETE, MORTAR, OR ANY OTHER MATERIAL THAT MAY CAUSE DAMAGE TO THE TREE'S ROOT SYSTEM. 27.CLEARING OF VEGETATION WITHIN THE DRIP LINE OF THE TREES DESIGNATED TO BE PROTECTED IN PLACE OR RELOCATED SHALL BE PERFORMED CAUTIOUSLY WITH HAND TOOLS TO MINIMIZE ANY DAMAGE TO THE TREE'S ROOT SYSTEM. 28.DO NOT ATTACH ANYTHING TO TREES THAT ARE TO REMAIN ON THE SITE UNLESS IT IS SOMETHING THAT WILL PROTECT AND NOT DAMAGE THE TREE. 29.KEEP A NATURAL GRADE ABOVE THE DRIP LINE ON ANY TREE THAT IS TO BE PROTECTED IN PLACE. ANY PRESERVED TREES DISTURBED DURING CONSTRUCTION MUST BE RETURNED TO ITS ORIGINAL GRADE AFTER CONSTRUCTION. 30.ALL LANDSCAPE AND PLANTING SHALL COMPLY WITH BROWARD COUNTY LAND USE POLICY 9.03.03 AND WITH CHAPTER 62B-55 OF THE FLORIDA ADMINISTRATIVE CODE. 1.ENSURE THAT ALL PLANTING SOIL IS FERTILE, FRIABLE, NATURAL LOAM SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, WEEDS AND OTHER LITTER, AND FREE OF ROOTS,STUMPS AND STONES LARGER THAN ONE INCH IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. SHOULD ANY SOIL AMENDMENT BE NECESSARY, THE CONTRACTOR SHALL BRING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 2.APPLY APPROVED HERBICIDE- ACCORDING TO MANUFACTURERS RATE AND SPECS WITHIN LIMITS OF ALL AREAS TO BE PLANTED. PROTECT EXISTING PLANTS TO REMAIN FROM OVERSPRAY OR SPRAY WITHIN ROOT ZONE. CONTRACTOR TO ENSURE TOTAL WEED ERADICATION. 3.SCARIFY SUBSOIL TO A DEPTH OF 3 INCHES. 4.PLANTING MIX FOR TREES, SHRUBS, AND GROUNDCOVERS SHALL CONSIST OF A THOROUGHLY BLENDED MIXTURE OF: A.50% SAND B.50% TOPSOIL 5.PLANTING MIX FOR BACKFILL AROUND ROOT BALLS OF PALMS SHALL CONSIST OF A THOROUGHLY BLENDED MIXTURE OF: A.90% NATIVE SAND B.10% TOPSOIL 6.FERTILIZE ALL TREES, SHRUBS AND GROUNDCOVER WITH PLANTING TABLETS 20-20-5 FORMULA, 21 GRAM WITH A MINIMUM OF 25% ORGANIC WITH TRACE ELEMENTS. 7.ALL SHRUB BEDS SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 24" AND BACK FILLED WITH THE SPECIFIED MIXTURE. 8.SMOOTH ALL PREPARED TOPSOIL TO 3" EXCEPT WITHIN DRIP LINES OF EXISTING TREES AND 4" BELOW TOP OF SURROUNDING PAVING EDGES. REMOVE ALL ROCKS AND OTHER OBJECTS OVER 1" IN DIAMETER. 9.FINISH GRADE ALL PREPARED TOPSOIL AREAS TO A SMOOTH, EVEN SURFACE ASSURING POSITIVE DRAINAGE AWAY FROM THE STRUCTURES AND ELIMINATE ANY LOW AREAS WHICH MAY COLLECT WATER. 10.TOPSOIL SHALL NOT BE EXTREMELY ACIDIC OR ALKALINE, NOR CONTAIN ANY TOXIC SUBSTANCE WHICH MAY BE HARMFUL TO PLANT GROWTH. THE PH SHALL BE IN THE RANGE OF 6.5-7.0. 11.CONTRACTOR SHALL MULCH ALL PLANTING MATERIAL THROUGHOUT AND COMPLETELY TO A 3 INCH DEPTH WITH CLEAN, WEED FREE FLORAMULCH THAT CONTAINS NO ARSENIC. 12.MINIMUM OF 2" TOPSOIL MUST BE ADDED UNDER ALL SODDED AREAS. NOTES 1.XERISCAPE PRINCIPLES HAVE BEEN APPLIED TO THIS LANDSCAPE PLAN AS SPECIFIED IN SFWMD's XERISCAPE PLANT GUIDE II AND SHALL BE APPLIED ALL THROUGHOUT LANDSCAPE INSTALLATION AND MAINTENANCE. 2.CONTRACTOR IS TO PROVIDE A PERMANENT UNDERGROUND, RUST FREE, AUTOMATIC IRRIGATION SYSTEM WITH A RAIN SENSOR THAT PROVIDES 100% OVERLAP FOR THE PROPOSED WORK. THIS INCLUDES, BUT IS NOT LIMITED TO, CONTROLLERS, SPRINKLER HEADS, PIPE, QUICK COUPLERS, BACKFLOW PREVENTERS, CONTROL WIRE AND CONDUITS. 3.THE PERMANENT IRRIGATION SYSTEM SHALL BE CONFIGURED TO ACCOMMODATE EXISTING TREES AND PALMS. 4.ALL LANDSCAPED AREAS MUST BE IRRIGATED IN ACCORDANCE WITH ALL LOCAL/ COUNTY REQUIREMENTS. 5.REMOVE EXISTING IRRIGATION EQUIPMENT WHICH INTERFERES WITH ANY CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO, CONTROLLERS, SPRINKLER HEADS, PIPE, QUICK COUPLERS, BACKFLOW PREVENTERS, CONTROL WIRE AND CONDUITS. ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE EXISTING SYSTEM THROUGHOUT THE CONSTRUCTION PROCESS. 6.LANDSCAPE CONTRACTOR SHALL COORDINATE ALL PLANTING WORK WITH IRRIGATION WORK. INSPECT IRRIGATION SYSTEM AND INSURE THAT ADEQUATE WATER IS AVAILABLE BEFORE BEGINNING PLANTING OPERATIONS. IRRIGATION SYSTEMS WILL NOT PROVIDE SUFFICIENT QUANTITIES OF WATER FOR NEWLY PLANTED MATERIALS. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DEEP ROOT HAND WATERING. 7.THE CONTRACTOR SHALL MAINTAIN TEMPORARY IRRIGATION OR PROVIDE HAND WATERING FOR ALL RELOCATED TREES AND PALMS FROM NOTICE TO PROCEED UNTIL PERMANENT IRRIGATION SYSTEM IS OPERABLE. HAND WATERING NOTES ARE AS FOLLOWS: 1. APPLICATION/ SCHEDULE: WATER NEW AND RELOCATED TREES AND PALMS EVERY DAY FOR THE FIRST TWO WEEKS, THREE TIMES A WEEK FOR THE SECOND TWO WEEKS, AND THEN TWICE A WEEK FOR THE NEXT EIGHT WEEKS FOR A TOTAL OF A 90 DAY WATERING PERIOD. NO FURTHER HAND WATERING WILL BE REQUIRED IN ADDITION TO THE UNDERGROUND IRRIGATION SYSTEM. 2. EARTH BERM 6” HIGH OUTSIDE THE PROPOSED ROOT BALL PRIOR TO WATERING. APPLY A MINIMUM OF 4” OF WATER WITHIN THE SAUCER, OR 1-3 GALLONS PER INCH OF TRUNK DIAMETER, WHICH EVER IS MORE AT EACH WATERING. WATER APPLICATION SHOULD SATURATE THE ROOT BALL TO ITS ENTIRE DEPTH. DO NOT WATER IF ROOT BALL IS ALREADY SATURATED. 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 OBTAINPERMIT 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. LA N D S C A P E N O T E S PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S Erik W. Schofield Florida P.L.A. No. 6667682 20 SW P EW S EW S EW S AS N O T E D 12 / 5 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 1 CI T Y C O M M I S S I O N S U B M I T T A L L 01 / 2 4 / 2 0 2 5 LP-6 20 Know what's below. before you dig.Call R LA N D S C A P E D E T A I L S O PLANTING SOIL BACKFILL EDGE OF MULCH RING BASE OF TREE SHALL BE PLANTED 4" ABOVE ADJACENT FINISHED GRADE. REMOVE ALL TWINE & STRAPS & CUT BURLAP FROM TOP ONE-THIRD OF ROOTBALL. NO SYNTHETIC BURLAP WILL BE ACCEPTED 3" MIN. MULCH COVER TYP. AS SPECIFIED 4" SOIL SAUCER TO HOLD WATER DIAMETER OF TREE PIT TO BE TWICE THE DIAMETER OF ROOT BALL - ROUGHEN SIDES OF TREE PIT SOD PREPARE PLANTING SOIL AS SPECIFIED PLAN VIEW 2 LAYERS OF BURLAP 5-2" X 4" X 16" SECURE WOOD BATTENS TOE NAIL 4-2" X 4" WOOD BRACES SECURED WITH A 2" X 4"X 24" STAKE PAD BURIED 3" BELOW GRADE. 2-3/4" STEEL BANDS DO NOT NAIL BATTENS INTO PALM TRUNK. HEIGHT OF BATTENS SHALL BE LOCATED IN RELATION TO PALM HEIGHT. 120 SOLID SOIL PEDESTAL 1 CANOPY TREE INSTALLATION SECTION NTS 3 X BALL DIA. 3" MULCH COVER, KEEP 6" AROUND TRUNK CLEAR OF MULCH. 5-7 HEALTHY FRONDS MINIMUM. TIE FRONDS WITH BIODEGRADABLE TWINE. HEAD TO REMAIN TIED UNTIL PALM PUSHES IT OPEN. 3-2X4 WOOD BRACES STAKED WITH A 2X4X24" STAKE PAD BURIED 3" BELOW GRADE. 2 LAYERS OF BURLAP 5-2" X 4" X 16" SECURE WOOD BATTENS TOE NAIL 2-3/4" STEEL BANDS DO NOT NAIL BATTENS INTO PALM TRUNK. HEIGHT OF BATTENS SHALL BE LOCATED IN RELATION TO PALM HEIGHT. ALL ROOT BALL COVERING MATERIALS SHALL BE COMPLETLY REMOVED BEFORE PLANTING PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE AFTER SETTLEMENT, APPROX. 1" ABVE FINISHED GRADE AT TIME OF PLANTING. 4" OF SAND PLACED ON BACKFILL PULVERIZED SOIL BACKFILL FINISHED GRADE6' - 0 " M I N . SOLID SOIL PEDESTAL 2 PALM TREE INSTALLATION SECTION NTS 4 SHRUB INSTALLATION SECTION NTS 6" MIN. SEE PLAN FOR EDGE CONDITION 1/2 O.C. SPACING 2x DIAMETER OF ROOT BALL 3" MIN. MULCH AS SPECIFIED FINISHED GRADE (SEE GRADING PLAN) PREPARED PLANTING SOIL AS SPECIFIED. WHEN GROUND COVERS AND SHRUBS ARE USED IN MASSES, ENTIRE BED AREA SHALL BE EXCAVATED TO RECEIVE PLANTING SOIL AND PLANTING MATERIAL-EXCEPT WHEN SPECIFIED IN THE PLANT LIST. EXCAVATE 24" MIN. FOR ALL BEDS O.C. SPACINGO.C. SPACINGO.C. SPACING NOTE: FINISHED GRADE WITH MULCH COVER NEEDS TO BE A MINIMUM 2" BELOW THE CURB. UTILIZE TRIANGULAR SPACING WHEN INSTALLING SHRUBS IN PLANTING BEDS ROOT BALL NOTE: PLANTS ADJACENT TO WALLS OR FENCING SHOULD BE PLANTED WITH CENTERS AT THE SAME DISTANCE FROM THE WALL/ FENCE AS THE O.C. (ON CENTER) SPACING. O.C. SPACING EQUAL TO O.C. SPACING WALL OR FENCING NOTE: - SOD IS TO BE ST. AUGUSTINE - INSTALL SOD SO THAT MOWED LAWN WILL BE FLUSH WITH TOP OF MULCH AND PAVEMENT. SOD SHALL BE AS PER THE PLANS W/ MIN. 2" OF TOP SOIL-SEE SPECS. 3" MIN. MULCH (SEE SPECIFICATIONS)UNIMPEDED SHEET FLOW PAVEMENT SEE PLANS FOR EDGE CONDITION SOD ONLY 7'-6" 7' - 6 " 5 PLANTING ADJACENT TO WALL/FENCE PLAN NTS 7 ROOT BARRIER PLAN NTS 8 FIRE HYDRANT CLEAR ZONE PLAN NTS 6 SOD INSTALLATION SECTION NTS 2"x4"x8' HARDWOOD POLE STAKES (3 PER TREE) BASE OF TREE SHALL BE PLANTED 4" ABOVE ADJACENT FINISH GRADE. 3" MIN. MULCH COVER (TYP.) SEE SPECIFICATIONS. FINISHED GRADE PREPARE PLANTING SOIL AS SPECIFIED OVE R A L L H E I G H T ( T Y P ) CLE A R T R U N K STR A P S P O S I T I O N E D BE T W E E N 1 / 2 T O 2 / 3 OF T R E E H E I G H T SAFETY FLAGS TREE TRUNK TREE STRAPS WOOD STAKES ROOTBALL 2' M I N . DE P T H O F S T A K E S ELEVATION PLAN STRAPS SECURELY FASTENED TO BIODEGRADABLE MATERIAL WHICH IS ATTACHED DIRECTLY TO TREE. STRAPPING SHALL BE A MINIMUM 1" WIDE NYLON OR POLYPROPYLENE. STRAPS SECURELY FASTENED TO WOOD STAKES 4" SOIL RING FOR WATER COLLECTION EXISTING SOIL NOTE: PLANT CONTAINERS SHALL BE REMOVED PRIOR TO PLANTING. IF PLANTS ARE NOT CONTAINER GROWN, REMOVE A MINIMUM OF THE TOP 1 3 OF BURLAP, FABRIC, OR WIRE MESH. NEVER LIFT OR HANDLE THE TREE BY THE TRUNK. NO SYNTHETIC BURLAP WILL BE ACCEPTED. 3 MULTI-TRUNK TREE INSTALLATION PLAN/ SECTION NTS INSTALL BIO-BARRIER MAX. 2' DEEP WHEN TREES OR PALMS ARE PLANTED WITHIN 10' OF EXISTING OR PROPOSED UTILITIES, SIDEWALKS, OR PARKING AREAS. EXISTING OR PROPOSED UTILITIES, SIDEWALK, OR PARKING AREA. VARIES 4' - 0 " NOTE: - SOD IS ONLY TO BE INSTALLED WITHIN FIRE HYDRANT CLEAR ZONE. - AREA FROM FIRE HYDRANT TO THE DRIVE AISLE IS TO REMAIN CLEAR TO ALLOW FOR VISIBILITY. SOLID SOIL PEDESTAL LEGAL DESCRIPTIONS: PARCEL #1: BANYAN BAY MARINA 4991 ANGLERS AVENUE DANIA BEACH, FLORIDA. 33312 PARCEL A MVL PLAT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 146, PAGE 1, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FL. PARCEL #2 GASKILL RESIDENTIAL PROPERTY 2275 SW 45th STREET DANIA BEACH, FL. 33312 THE SOUTH 300 FEET LESS THE SOUTH 25 FEET AND LESS THE WEST 120 FEET OF TRACT 5, IN BLOCK 4, OF SECTION 29, TOWNSHIP 50 SOUTH, RANGE 42 EAST, ACCORDING TO THE AMENDED PLAT THEREOF, RECORDED IN PLAT BOOK 2, PAGE 32 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. PARCEL IDENTIFICATION NUMBER: 50-42-29-01-1390. PARCEL #3 GRAVES RESIDENTIAL PROPERTY 2257 SW 44 STREET DANIA BEACH, FL. 33312 THE FOLLOWING DESCRIBED LOT, PIECE OR PARCEL OF LAND, SITUATE, LYING AND BEING IN BROWARD COUNTY, FLORIDA: THE EAST 142 FEET OF THAT PART OF TRACT 5 IN BLOCK 4, LYING SOUTH OF DANIA CUT-OFF CANAL, EXCEPTING THEREFROM THE SOUTH 300 FEET OF SAID TRACT, ALL BEING LOCATED IN BLOCK 4 OF SECTION 29, TOWNSHIP 50 SOUTH, RANGE 42 EAST, ACCORDING TO THE MARSHALL EVERGLADES LANDS COMPANY AMENDED PLAT OF SECTION 29, RECORDED IN PLAT BOOK 2 PAGE 32 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA; SAID LANDS LYING AND BEING IN BROWARD COUNTY, FLORIDA. PARCEL IDENTIFICATION NUMBER: 10229-01-13800 CRAVEN THOMPSON AND ASSOCIATES, INC. ENGINEERS PLANNERS SURVEYORS LOCATION MAP C-01 SHEET NO. SECTION 29, TOWNSHIP 50 SOUTH, RANGE 42 EAST BANYAN BAY INDUSTRIAL BUSINESS PARK CITY OF DANIA BEACH BROWARD COUNTY, FLORIDA CTA PROJECT NUMBER: 06-0036-006-01 PREPARED FOR: CONSTELLATION REAL ESTATE PARTNERS CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH WATER AND WASTEWATER SERVICES MINIMUM DESIGN AND CONSTRUCTION STANDARDS. PLANS ARE IN ACCORDANCE WITH WWS MINIMUM DRAWING REQUIREMENTS DATED MARCH 11, 2021. THE HORIZONTAL DATUM FOR THIS PROJECT WAS NAD-83 HARN FLORIDA STATE PLANE EAST FIPS 0901 (US Ft), AND THE VERTICAL DATUM IS NAVD88 (US Ft) WWS APPROVAL OF THIS SET OF DRAWINGS IS RELIANT UPON THE DRAWINGS CLEARLY SHOWING ALL EXISTING AND PROPOSED UTILITY STRUCTURES, ASPHALT PAVING, LANDSCAPING, WALLS, FENCES, UNDERGROUND PIPING, UNDERGROUND STRUCTURES, DUCT BANKS, TRANSFORMERS, POLES, STORM WATER STORAGE AREAS, PAVERS, ELECTRIC CABLE, AND OTHER UTILITY FACILITIES WITHIN RIGHTS OF WAY AND EXISTING AND PROPOSED POTABLE WATER / RECLAIMED WATER / WASTEWATER EASEMENTS. WWS HEREBY AUTHORIZES ONLY THE ITEMS SHOWN ON THESE DRAWINGS TO BE WITHIN SAID POTABLE WATER / RECLAIMED WATER / WASTEWATER EASEMENTS. STATE PLANE COORDINATES WILL BE SUPPLIED FOR THE RECORD DRAWINGS. THIS PROJECT HAS BEEN APPROVED CONTAINING PRIVATE SEWER SYSTEM. PRIVATE SEWER SYSTEMS MAY SEVERELY LIMIT THE ABILITY TO SELL PORTIONS OF THIS PROPERTY IN THE FUTURE. ALL WATER METERS FOR THIS PROPERTY MUST BE IN THE NAME OF THE ONE ENTITY THAT IS RESPONSIBLE FOR MAINTAINING THE PRIVATE SEWER SYSTEM. ALL EXISTING METERS TO BE REMOVED SHALL BE RETURNED TO: WWS / BUSINESS OPERATIONS DIVISION 2555 WEST COPANS ROAD POMPANO BEACH, FL 33069 EMAIL: WWSBASEONE@BROWARD.ORG PHONE: 954-868-8453 OR 954-831-3243 NOTES: SEWER ERU TABULATION ERU / UNITTYPE OF USE No. OF UNITS NUMBER 15.41BUILDING No. 1 TOTAL SEWER ERU 91.738 DOMESTIC SIZE 1" 0.168 TOTAL 2 28.43 METER TALLY TABLE OF ERU'S C06 REFERENCE CODE UNIT OF 1,000 SF MEASURE *** DENOTES PLANS INCORPORATED INTO BROWARD COUNTY WATER & WASTEWATER SERVICES SET 13.02BUILDING No. 2 77.548 0.168 C061,000 SF 169.286 WATER ERU TABULATION ERU / UNITTYPE OF USE No. OF UNITS NUMBER 15.41BUILDING No. 1 TOTAL WATER ERU 91.738 0.168 28.43 OF ERU'S C06 REFERENCE CODE UNIT OF 1,000 SF MEASURE 13.02BUILDING No. 2 77.548 0.168 C061,000 SF NO IRRIGATION ERU'S FOR PROJECT - IRRIGATION WATER TO BE SUPPLIED FROM ON-SITE WATER BODY 2" 2 0 2 FIRE 2 0 169.286 *** *** *** *** *** *** *** Civil Sheet List Table SHEET NO.SHEET TITLE C-01 COVER SHEET C-02 GENERAL NOTES C-03 DEMOLITION PLAN C-04 EROSION CONTROL PLAN C-05 PAVING, GRADING & DRAINAGE PLAN C-06 WATER & SEWER PLAN C-07 PAVEMENT MARKING & SIGNAGE PLAN C-08 VEHICLE MOBILITY PLAN C-09 CROSS SECTIONS C-10 CROSS SECTIONS C-11 PAVING, GRADING & DRAINAGE DETAILS C-12 PAVING, GRADING & DRAINAGE DETAILS C-13 PAVING, GRADING & DRAINAGE DETAILS C-14 PAVEMENT MARKING AND SIGNAGE DETAILS C-15 WATER & SEWER DETAILS C-16 WATER & SEWER DETAILS C-17 WATER & SEWER DETAILS Chad Everett Edwards Florida P.E. No. 59306 January 24, 2025September 4, 2024 I.APPLICABLE CODES A.ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO CITY STANDARDS AND SPECIFICATIONS, AND ALL OTHER LOCAL, STATE AND NATIONAL CODES WHERE APPLICABLE. ALL CONSTRUCTION WITHIN FDOT R/W SHALL BE CONSTRUCTED PER FDOT MINIMUM STANDARDS. ALL CONSTRUCTION WITHIN BROWARD COUNTY R/W SHALL BE CONSTRUCTED PER BROWARD COUNTY MINIMUM STANDARDS. B.ALL CONSTRUCTION SHALL BE DONE IN A SAFE MANNER AND IN STRICT COMPLIANCE WITH ALL THE REQUIREMENTS OF FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, AND ALL STATE AND LOCAL SAFETY AND HEALTH REGULATIONS. C.ALL ELEVATIONS SHOWN ON THE CONSTRUCTION DRAWINGS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988, (N.A.V.D.), UNLESS OTHERWISE NOTED. D.ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO CITY, BROWARD COUNTY AND/OR FDOT SPECIFICATIONS (WHICHEVER APPLIES). E.CITY, BROWARD COUNTY AND/OR FDOT SPECIFICATIONS SHALL DICTATE WHEN IN CONFLICT WITH ANY OF THE FOLLOWING SPECIFICATIONS. F.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLIANCE WITH THE STATE OF FLORIDA TRENCH SAFETY ACT. II.PRECONSTRUCTION RESPONSIBILITIES A.UPON THE RECEIPT OF THE "NOTICE TO PROCEED", THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD AND ARRANGE A PRECONSTRUCTION CONFERENCE TO INCLUDE ALL INVOLVED GOVERNMENTAL AGENCIES, UTILITY OWNERS, THE OWNER AND THE ENGINEER OF RECORD. B.THE CONTRACTOR SHALL OBTAIN A SUNSHINE STATE ONE CALL OF FLORIDA CERTIFICATION NUMBER AT LEAST 48 HOURS PRIOR TO BEGINNING ANY EXCAVATION, CALL 1-800-432-4770. C.ALL UTILITY EASEMENTS TO BE SECURED PRIOR TO CONSTRUCTION (IF REQUIRED). D.LOCATION OF EXISTING FACILITIES AS SHOWN ON CONSTRUCTION DRAWINGS ARE DRAWN FROM AVAILABLE RECORDS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE FACILITIES SHOWN OR FOR ANY FACILITY NOT SHOWN. THE CONTRACTOR SHALL VERIFY, IF POSSIBLE, THE ELEVATIONS AND LOCATIONS OF EXISTING FACILITIES PRIOR TO CONSTRUCTION. IF AN EXISTING FACILITY IS FOUND TO CONFLICT WITH THE PROPOSED CONSTRUCTION UPON EXCAVATION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD SO THAT APPROPRIATE MEASURES CAN BE TAKEN TO RESOLVE THE PROBLEM. E.A SEPARATE CALCULATED SITE PLAN WILL BE REQUIRED PRIOR TO CONSTRUCTION TO VERIFY PROPOSED BUILDING, CURB, AND SITE WORK LOCATIONS. F.AT LEAST TWO (2) DAYS PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT A CGP "NOTICE OF INTENT (N.O.I) TO USE GENERAL PERMIT FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES THAT DISTURB AN ACRE OR MORE OF LAND" FORM (DEP FORM 62-621.300(4)(B)) TO FDEP NOTICES CENTER. THE CONTRACTOR WILL BE RESPONSIBLE FOR: (1) IMPLEMENTATION OF A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) THAT IS REQUIRED TO BE DEVELOPED PRIOR TO THE N.O.I. SUBMITTAL, AND (2) RETENTION OF RECORDS REQUIRED BY THE PERMIT, INCLUDING RETENTION OF A COPY OF THE SWPPP AT THE CONSTRUCTION SITE FROM THE DATE OF PROJECT INITIATION TO THE DATE OF FINAL SITE STABILIZATION. A "NOTICE OF TERMINATION (N.O.T.) OF GENERIC PERMIT COVERAGE" FORM (DEP FORM 62-621.300(6)) MUST BE SUBMITTED TO FDEP TO DISCONTINUE PERMIT COVERAGE, SUBSEQUENT TO COMPLETION OF CONSTRUCTION. FOR ADDITIONAL INFORMATION SEE FDEP WEBSITE: http://www.dep.state.fl.us/water/stormwater/npdes. CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE A SWPPP AND SUBMIT TO THE ENGINEER FOR APPROVAL AND COMPLY WITH ALL PROVISIONS OF CHAPTER 62-621. G.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED DEWATERING PERMITS AND TREE REMOVAL / RELOCATION PERMITS. III.INSPECTIONS A.THE CONTRACTOR SHALL NOTIFY THE CITY'S ENGINEERING DEPARTMENT, BROWARD COUNTY, THE ENGINEER OF RECORD, FDOT, AND ANY OTHER GOVERNMENTAL AGENCIES HAVING JURISDICTION AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION AND PRIOR TO THE INSPECTION OF THE FOLLOWING ITEMS, WHERE APPLICABLE: 1.CLEARING AND FILLING 2.STORM DRAINAGE SYSTEM 3.SUBGRADE 4.LIMEROCK BASE 5.ASPHALTIC CONCRETE / PAVER BRICK COURSE 6.SIDEWALK 7.FINAL IV.SHOP DRAWINGS A.PRIOR TO THEIR CONSTRUCTION OR INSTALLATION, SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD FOR THE FOLLOWING: SANITARY MANHOLES, STORM DRAIN MANHOLES, CATCH BASINS, FIRE HYDRANTS, PIPING, VALVES AND ALL REQUIRED ACCESSORIES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL OTHER AGENCY APPROVALS IF REQUIRED. V.TEMPORARY FACILITIES A.TEMPORARY FACILITIES: 1.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR OR SUPPLY TEMPORARY WATER SERVICE, SANITARY FACILITIES, TELEPHONE SERVICE AND ELECTRICITY. B.TRAFFIC REGULATION: 1.MAINTENANCE OF TRAFFIC IN THE PUBLIC RIGHTS-OF-WAY SHALL BE IN ACCORDANCE WITH M.U.T.C.D. 2.ALL OPEN TRENCHES AND HOLES ADJACENT TO ROADWAYS OR WALKWAYS SHALL BE PROPERLY MARKED AND BARRICADED TO ASSURE THE SAFETY OF BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. 3.NO TRENCHES OR HOLES NEAR WALKWAYS, IN ROADWAYS OR THEIR SHOULDERS ARE TO BE LEFT OPEN DURING NIGHTTIME HOURS WITHOUT EXPRESS PERMISSION OF THE CITY. 4.IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR FOR ANY NECESSARY CONSTRUCTION, PAVEMENT MARKING AND SIGNAGE OR ANY PEDESTRIAN SIGNALIZATION AND/OR SIGNAL MODIFICATION TO ACCOMMODATE AN ALTERNATE SAFE WALK ROUTE. VI.WATER DISTRIBUTION SYSTEM A.CITY STANDARDS AND SPECIFICATIONS SHALL GOVERN & SUPERCEDE ALL OTHER REQUIREMENTS FOR WATERMAIN CONSTRUCTION. B.SEPARATION OF WATER AND SEWER MAINS 1.SANITARY SEWERS, STORM SEWERS, AND FORCE MAINS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE. SANITARY SEWERS, STORM SEWERS, AND FORCE MAINS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE. 2.WHERE SANITARY SEWERS, STORM SEWERS, OR FORCE MAINS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT ALL CROSSINGS. 3.ALL CROSSING SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). 4.WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE WITH LESS THAN 18 INCHES VERTICAL CLEARANCE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP, AND THE CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS ABOVE. 5.A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. 6.IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10 FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. 7.WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SANITARY SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). 8.CONTRACTOR SHALL MAINTAIN WATER SERVICE TO ALL EXISTING FACILITIES DURING CONSTRUCTION. C.MATERIALS: 1.ALL PIPE LARGER THAN 12" DIAMETER MUST BE DUCTILE IRON (MIN. CLASS 50). 8" AND 10" DIP (MIN. CLASS 50) 4" AND 6" DIP (MIN. CLASS 52). ALL DUCTILE IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF ANSI/AWWA C151/A21.51-02 AND CEMENT MORTAR LINED AND SEAL COATED PER ANSI/AWWA C104/A21.4-03. SEE CITY AND BROWARD COUNTY STANDARDS & SPECIFICATIONS FOR FURTHER D.I.P. REQUIREMENTS. 2.FITTINGS SHALL BE COMPACT DUCTILE IRON MECHANICAL JOINT TYPE AND SHALL BE CLASS 350 THROUGH 24" CONFORMING TO ANSI/AWWA C-153/A21.53-00 SPECIFICATIONS. FITTINGS MUST BE CEMENT LINED AND SEAL COATED PER ANSI/AWWA C104/A21.4-03. 3.VALVES SHALL BE GATE VALVES, IRON BODY, FULLY RESILIENT SEAT BRONZED MOUNTED NON-RISING STEM, RATED AT 150 PSI AND CONFORMING TO ANSI/AWWA C509-01 OR LATEST REVISION, AND SHALL HAVE MECHANICAL JOINTS. a.GATE VALVES 4" AND LARGER SHALL BE MUELLER A-2370-20, RESILIENT SEATED GATE VALVES SHALL BE AMERICAN AFR2500 LINE OR CLOW F-6100, CONFORMING TO ANSI/AWWA C500-02. SEE BROWARD COUNTY, AND CITY CONSTRUCTION STANDARDS & SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. b.TAPPING VALVES SHALL BE MUELLER H615 OR APPROVED EQUAL. c.GATE VALVES 3" OR LESS SHALL BE NIBCO T-133 OR T-136 WITH MALLEABLE HAND WHEELS. NO SUBSTITUTIONS ALLOWED. 4.TAPPING SLEEVES SHALL BE MUELLER H615, CLOW F-2505 OR APPROVED EQUAL. SEE BROWARD COUNTY, AND CITY CONSTRUCTION STANDARDS & SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 5.VALVE BOXES SHALL BE US FOUNDRY SERIES 7500 OR APPROVED EQUAL. 6.RETAINER GLANDS SHALL CONFORM TO ANSI/AWWA C111/A21.11-00 OR LATEST REVISION. ALL GLANDS SHALL BE MANUFACTURED FROM DUCTILE IRON AS LISTED BY UNDERWRITERS LABORATORIES FOR 250 PSI MINIMUM WATER PRESSURE RATING. CLOW CORPORATION MODEL F-1058, STANDARD FIRE PROTECTION EQUIPMENT COMPANY OR APPROVED EQUAL. 7.DRESSER COUPLINGS SHALL BE REGULAR BLACK COUPLINGS WITH PLAIN GASKETS FOR GALVANIZED STEEL PIPE. THEY SHALL BE DRESSER STYLE 90. NO SUBSTITUTIONS ALLOWED. 8.FIRE HYDRANTS SHALL BE MUELLER CENTURION TRAFFIC TYPE A-423 WITH 5 1/4" INTERNAL VALVE OPENING OR APPROVED EQUAL. MAIN VALVE OPENING TO BE DETERMINED BY THE WATER DEPARTMENT. PUMPER NOZZLE TO BE 18" FROM FINISHED GRADE. ALL HYDRANTS TO BE INSTALLED WITH CONTROL VALVE. RETAINER GLANDS ARE PREFERRED FOR RESTRAINING. FIRE HYDRANT SHALL COMPLY WITH ANSI/AWWA C502-05. SEE BROWARD COUNTY AND CITY CONSTRUCTION STANDARDS & SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. D.SERVICE CONNECTION: 1.SERVICE SADDLES SHALL BE STAINLESS STEEL STRAPS, SADDLES SHALL BE DOUBLE STRAP TYPE. ALL SERVICE SADDLES SHALL CONFORM TO ANSI/AWWA C111/A21.11-00 AND ASTM A-588. 2.SERVICE LINES SHALL BE POLYETHYLENE (3408), 250 PSI RATED, SDR9. PIPE JOINTS SHALL BE OF THE COMPRESSION TYPE TOTALLY CONFINED GRIP SEAL AND COUPLING NUT. 3.CORPORATION STOPS SHALL BE MANUFACTURED OF BRASS ALLOY IN ACCORDANCE WITH ASTM B-62 WITH THREADED ENDS, AS MANUFACTURED BY MUELLER B-25008 OR APPROVED EQUAL. 4.CURB STOPS SHALL BE MUELLER H10203 OR APPROVED EQUAL. 5.METER STOPS SHALL BE LOCKWING TYPE AND SHALL BE OF BRONZE CONSTRUCTION IN ACCORDANCE WITH ASTM B-62. METER STOPS SHALL BE CLOSED BOTTOM DESIGN AND RESILIENT "0" RING SEALED AGAINST EXTERNAL LEAKAGE AT THE TOP. STOPS SHALL BE EQUIPPED WITH A METER COUPLING NUT ON THE OUTLET SIDES, AS MANUFACTURED BY MUELLER OR APPROVED EQUAL. E.INSTALLATION: 1.ALL PVC PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE UNI-BELL PLASTIC PIPE ASSOCIATIONS "GUIDE FOR INSTALLATION OF PVC PRESSURE PIPE FOR MUNICIPAL WATER DISTRIBUTION SYSTEM." SEE BROWARD COUNTY AND CITY CONSTRUCTION STANDARDS & SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2.ALL DIP SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/AWWA C600-05 OR LATEST REVISION. 3.ALL WATER MAINS SHALL BE LAID WITH A MINIMUM 36" COVER FOR PVC AND 30" FOR DIP. 4.NO CONNECTIONS TO EXISTING LINES SHALL BE MADE UNTIL PRESSURE TESTS & BACTERIOLOGICAL TESTS HAVE BEEN PERFORMED AND THE SYSTEM IS ACCEPTABLE TO THE CITY OR BROWARD COUNTY BEACH AND PUBLIC HEALTH UNIT. 5.PIPE DEFLECTION SHALL NOT EXCEED 75% OF THE MAXIMUM DEFLECTION RECOMMENDED BY THE MANUFACTURER. 6.A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AS SHOWN ON THE PLANS. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST 6" BELOW THE BOTTOM OF THE PIPE. 7.ALL VALVES SHALL BE INSTALLED WITH ADJUSTABLE CAST IRON VALVE BOXES WITH THE WORD "WATER" CAST IN THE COVER. U.S.F. OR APPROVED EQUAL. 8.ALL WATER MAIN INSTALLATIONS SHALL COMPLY WITH THE COLOR CODING REQUIREMENTS OF CHAPTER 62-555.320, FAC. F.TESTING: 1.FOR TESTING REQUIREMENTS SEE CITY AND BROWARD COUNTY CONSTRUCTION STANDARDS & SPRCIFICATIONS. 2.BEFORE ANY PHYSICAL CONNECTIONS TO THE EXISTING WATER MAINS ARE MADE, THE COMPLETE WATER SYSTEM SHALL BE PRESSURE TESTED AND DISINFECTED. HYDROSTATIC TESTING OF NEW MAINS SHALL BE PERFORMED AT A MINIMUM STARTING PRESSURE OF 150 PSI FOR TWO HOURS IN ACCORDANCE WITH ANSI/AWWA C600-05 OR LATEST REVISION, THE PRESSURE TEST SHALL NOT VARY MORE THAN 5 PSI DURING THE TEST. 3.THE PRESSURE TEST SHALL BE WITNESSED BY A REPRESENTATIVE OF THE CITY OR BROWARD COUNTY AND THE ENGINEER OF RECORD. 4.BEFORE ACCEPTANCE FOR OPERATION, THE WATER SYSTEM SHALL BE DISINFECTED IN ACCORDANCE WITH THE ANSI/AWWA C651-05; 150 PSI MINIMUM STARTING PRESSURE TEST. METER RECONNECTIONS MAY BE MADE TO NEW LINES AFTER TWO CONSECUTIVE DAYS OF BACTERIOLOGICAL SAMPLES HAVE PASSED, AND COPIES OF RESULTS HAVE BEEN RECEIVED BY THE ENGINEER, CITY, AND HRS. 5.SAMPLING POINTS SHALL BE PROVIDED AT THE LOCATIONS SHOWN ON THE PLANS. IF NOT SPECIFIED, SAMPLING POINTS SHALL BE PROVIDED AT INTERVALS OF 1,200' MAXIMUM FOR LINES GREATER THAN 1,200' IN LENGTH. 6.THE ALLOWABLE LEAKAGE SHALL BE LESS THAN THE NUMBER OF GALLONS PER HOUR AS DETERMINED BY THE FORMULA: L = S D P 0.5 148000 IN WHICH L EQUALS THE ALLOWABLE LEAKAGE IN GALLONS PER HOUR. S EQUALS LENGTH OF PIPE (LINEAR FEET), D EQUALS NOMINAL DIAMETER OF PIPE (INCHES) AND P EQUALS THE MINIMUM TEST PRESSURE (POUNDS PER SQUARE INCH). VII.GRAVITY SEWER COLLECTION SYSTEM A.CITY AND BROWARD COUNTY CONSTRUCTION STANDARDS & SPECIFICATIONS SHALL GOVERN & SUPERCEDE ALL OTHER REQUIREMENTS FOR SANITARY SEWER CONSTRUCTION. B.GENERAL: 1.DISTANCE AND LENGTHS SHOWN ON PLANS ARE REFERENCED TO THE CENTER OF STRUCTURES. C.MATERIALS: 1.ALL SEWER PIPE AND FITTINGS SHALL BE PVC PIPE CONFORMING TO ASTM D 3034, SDR-35 WITH PUSH-ON RUBBER GASKET JOINTS, UNLESS OTHERWISE NOTED, OR DUCTILE IRON PIPE SHALL BE (MIN. CLASS 52), AS INDICATED ON THE DRAWINGS. 2.MANHOLES SHALL BE PRECAST PER ASTM C 478 WITH 4,000 PSI CONCRETE AND GRADE 60 STEEL. MONOLITHICALLY POURED BASES ONLY. 3.MANHOLES ARE TO BE SEALED WITH ANTI-HYDRO CEMENT OR APPROVED EQUAL - NO MOULDING PLASTER. D.INSTALLATION: 1.PVC SEWER PIPE SHALL BE LAID IN ACCORDANCE WITH ASTM D 2321 AND THE UNI-BELL PLASTIC PIPE ASSOCIATION'S "RECOMMENDED PRACTICE FOR THE INSTALLATION OF PVC SEWER PIPE." 2.DUCTILE IRON PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/AWWA C600-05 OR LATEST REVISION. 3.PVC MANHOLE ADAPTOR SHALL BE GROUTED IN PLACE AT EACH PIPE CONNECTION INTO A MANHOLE WALL. 4.MANHOLES SHALL BE SET PLUMB TO LINE AND GRADE ON FIRM SUBGRADE PROVIDING UNIFORM BEARING UNDER THE BASE. 5.ALL OPENINGS AND JOINTS SHALL BE SEALED WATERTIGHT. 6.THE ENTIRE INSIDE AND OUTSIDE OF THE MANHOLES SHALL BE PAINTED WITH TWO COATS OF DIFFERENT COLORS (8 MILS EACH) OF KOPPERS 300-M BITUMASTIC PAINT OR ENGINEER'S APPROVED EQUAL. E.TESTING: 1.AFTER CONSTRUCTION OF THE SEWER SYSTEM, THE ENGINEER MAY REQUIRE A VISUAL INFILTRATION AND/OR EXFILTRATION TEST TO BE PERFORMED ON THE ENTIRE SYSTEM OR ANY PART THEREOF. 2.AN AIR TEST MAY BE SUBSTITUTED FOR THE WATER EXFILTRATION TEST, UPON APPROVAL OF THE ENGINEER. 3.MANHOLE LEAKAGE TEST SHALL NOT EXCEED FOUR GALLONS PER DAY PER UNIT. NO VISIBLE LEAKAGE ALLOWED. 4.SEWER PIPE LEAKAGE ALLOWABLE SHALL NOT EXCEED 150 GALLONS PER DAY PER INCH DIAMETER PER MILE IN A TWO HOUR TEST PERIOD FOR ANY SECTION TESTED. NO VISIBLE LEAKAGE SHALL BE ALLOWED. 5.ALL SEWER PIPE SHALL BE VIDEO RECORDED AND GIVEN TO CITY FOR REVIEW AND APPROVAL AT THE CONTRACTORS EXPENSE. 6.SEE BROWARD COUNTY AND CITY CONSTRUCTION STANDARDS & SPECIFICATIONS FOR ADDITIONAL TESTING REQUIREMENTS. VIII.STORM DRAINAGE A.GENERAL: 1.DISTANCES AND LENGTHS SHOWN ON PLANS ARE REFERENCED TO THE CENTER OF STRUCTURES. B.MATERIALS: 1.REINFORCED CONCRETE PIPE (R.C.P.) SHALL MEET THE REQUIREMENTS OF ASTM C-76, LATEST REVISION. RUBBER GASKETS OR OTHER MANUFACTURER SUPPLIED JOINT SEALER SHALL BE USED. FOR ADDITIONAL REQUIREMENTS SEE BROWARD COUNTY'S AND THE CITY'S STANDARDS AND SPECIFICATIONS. 2.ALL DRAINAGE CATCH BASINS AND STRUCTURES SHALL BE PRECAST CONCRETE AS MANUFACTURED BY U.S. PRECAST CORPORATION, UNLESS OTHERWISE NOTED ON THE PLANS. THE MINIMUM WALL AND SLAB THICKNESS SHALL BE 8 INCHES AND THE MINIMUM REINFORCING SHALL BE AS INDICATED ON THE STRUCTURE DETAIL. CONCRETE SHALL BE MINIMUM OF 400PSI AT 28 DAYS. C.INSTALLATION: 1.PIPE SHALL BE PLACED ON A MINIMUM OF 8" STABLE GRANULAR MATERIAL FREE OF ROCK FORMATION AND OTHER FOREIGN FORMATIONS, AND CONSTRUCTED TO A UNIFORM GRADE AND LINE. 2.BACKFILL MATERIAL SHALL BE WELL GRADED GRANULAR MATERIAL, WELL TAMPED IN LAYERS NOT TO EXCEED 6 INCHES TO A HEIGHT OF 12 INCHES ABOVE PIPE AS SHOWN ON THE PLANS. 3.PROVIDE A MINIMUM PROTECTIVE COVER OF 18 INCHES OVER STORM SEWER AND AVOID UNNECESSARY CROSSING BY HEAVY CONSTRUCTION VEHICLES DURING CONSTRUCTION. 4.THE CONTRACTOR SHALL NOTIFY THE CITY'S ENGINEERING DEPARTMENT AT LEAST 7 DAYS PRIOR TO THE START OF THE CONSTRUCTION AND INSPECTION. IX.PAVING A.GENERAL: 1.BROWARD COUNTY AND THE CITY'S CONSTRUCTION STANDARDS & SPECIFICATIONS SHALL GOVERN. 2.ALL MUCK AND YIELDING MATERIAL WITHIN THE LIMIT OF CONSTRUCTION SHALL BE REMOVED AND REPLACED WITH CLEAN FILL MATERIAL WHICH SHALL BE COMPACTED AND SHAPED TO CONFORM TO THE REQUIRED SECTION. COMPACTED AREAS, AS SHOWN ON THE PLANS AND OR AS DETERMINED BY THE ENGINEER, SHALL BE COMPACTED TO NOT LESS THAN 98% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE, AS DETERMINED BY AASHTO T-180, LATEST REVISION. AREAS TO BE STABILIZED, AS DETERMINED BY THE ENGINEER, SHALL HAVE A MINIMUM LBR-40. 3.ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF LIMEROCK BASE. 4.ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION, SHALL BE PROPERLY RESTORED AT THE CONTRACTOR'S EXPENSE. 5.WHERE ANY PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT. B.MATERIALS: 1.BASE COURSE SHALL BE CRUSHED LIMEROCK WITH A MINIMUM OF 70% CARBONATES OF CALCIUM AND MAGNESIUM. 2.ASPHALT SURFACES SHALL BE TYPE S-III ASPHALTIC CONCRETE, UNLESS OTHERWISE SPECIFIED ON THE PLANS, AND SHALL BE A MINIMUM OF 1-1/2" THICK. 3.MINIMUM SIDEWALK CONSTRUCTION SHALL BE 4 INCH THICK CONCRETE, MINIMUM 3000psi COMPRESSIVE STRENGTH AT 28 DAYS. SAWCUT CONSTRUCTION JOINTS 5 FOOT o.c. WITHIN 48 HOURS OF PLACING, EXPANSION JOINTS SHALL BE 20 FOOT o.c. SEE BROWARD COUNTY'S AND THE CITY'S SECTION ON CONSTRUCTION STANDARDS & SPECIFICATIONS FOR FURTHER REQUIREMENTS. 4.CURBS AND GUTTERS: CONCRETE 3000psi COMPRESSIVE STRENGTH AT 28 DAYS, SAWCUT CONSTRUCTION JOINTS 10 FOOT o.c. WITHIN 48 HOURS OF PLACING. 5.REINFORCED CONCRETE SLABS SHALL BE CONSTRUCTED OF CLASS I CONCRETE WITH A MINIMUM STRENGTH OF 3,000 PSI AND SHALL BE REINFORCED WITH A 6" x 6" NO. 6 GAUGE WIRE MESH. C.INSTALLATION: 1.SUBGRADE FOR PAVEMENT AREAS SHALL BE COMPACTED TO A MINIMUM OF 98% OF THE MAXIMUM DENSITY (AASHTO T-99(c)), AND SHALL HAVE A MINIMUM LBR 40. 2.BASE COURSE MATERIAL FOR PAVED AREAS SHALL BE A MINIMUM THICKNESS OF 8" AND SHALL BE CONSTRUCTED IN TWO FOUR-INCH LIFTS. 3.BASE COURSE MATERIAL FOR CURBS AND GUTTERS SHALL BE A MINIMUM THICKNESS OF 6 INCH. 4.BASE COURSE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS PER AASHTO T-180 AND SHALL HAVE A MINIMUM LBR OF 100. 5.INSTALLATION OF THE WEARING SURFACE SHALL CONFORM WITH THE REQUIREMENTS OF THE D.O.T. STANDARD SPECIFICATIONS FOR TYPE S-III ASPHALTIC CONCRETE. D.TESTING: 1.THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE WEARING SURFACE SHALL NOT VARY MORE THAN 1/4" FROM THE TEMPLATE. ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE CORRECTED. 2.DENSITY TESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LABORATORY CERTIFIED BY THE STATE OF FLORIDA, WHERE DIRECTED BY THE ENGINEER. 3.ALL TESTING COSTS (PAVING) SHALL BE PAID FOR BY THE CONTRACTOR. 4.DENSITY TESTS ON THE STABILIZED SUBGRADE SHALL BE SUPPLIED TO THE ENGINEER OF RECORD AND APPROVED BEFORE ANY LIMEROCK BASE IS CONSTRUCTED. 5.DENSITY TESTS AND AS-BUILTS ON THE FINISHED LIMEROCK BASE SHALL BE SUPPLIED TO THE ENGINEER OF RECORD, AND APPROVED BEFORE ANY ASPHALT PAVEMENT IS CONSTRUCTED. X.DEWATERING 1.WHERE DEWATERING IS REQUIRED, THE CONTRACTOR IS RESPONSIBLE FOR DEWATERING IN SUCH A MANNER SO AS TO COMPLY WITH ANY AND ALL CITY, COUNTY, STATE AND FEDERAL DEWATERING REQULATIONS. CONTRACTOR MAY CONTACT THE BROWARD COUNTY DEPARTMENT OF PLANNING AND ENVIRONMENTAL PROTECTION AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTETCION FOR FURTHER INFORMATION. XI.PAVEMENT MARKING AND SIGNAGE 1.ALL PAVEMENT MARKINGS AND SIGNAGE SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS," LATEST EDITION; AND BROWARD COUNTY TRAFFIC ENGINEERING STANDARDS (CURRENT EDITION). STANDARDS & SPECIFICATIONS FOR PAVEMENT MARKING REQUIREMENTS. XII.PROJECT CLOSEOUT A.CLEANING UP: 1.DURING CONSTRUCTION, THE PROJECT SITE AND ALL ADJACENT AREAS SHALL BE MAINTAINED IN A NEAT AND CLEAN MANNER, AND UPON FINAL CLEAN-UP, THE PROJECT SITE SHALL BE LEFT CLEAR OF ALL SURPLUS MATERIAL OR TRASH. THE PAVED, PAVER BRICK, AND CONCRETE AREAS SHALL BE SWEPT BROOM CLEAN. 2.THE CONTRACTOR SHALL RESTORE OR REPLACE, WHEN AND AS DIRECTED, ANY PUBLIC OR PRIVATE PROPERTY DAMAGED BY HIS WORK, EQUIPMENT, OR EMPLOYEES, TO A CONDITION AT LEAST EQUAL TO THAT EXISTING IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS. TO THAT END, THE CONTRACTOR SHALL DO, AS REQUIRED, ALL NECESSARY HIGHWAY, DRIVEWAY, WALK AND LANDSCAPING WORK. SUITABLE MATERIALS AND METHODS SHALL BE USED FOR SUCH RESTORATION. 3.WHERE MATERIAL OR DEBRIS HAS WASHED OR FLOWED INTO OR HAS BEEN PLACED IN WATER COURSES, DITCHES, DRAINS, CATCH BASINS, OR ELSEWHERE AS A RESULT OF THE CONTRACTOR'S OPERATIONS, SUCH MATERIAL OR DEBRIS SHALL BE REMOVED AND SATISFACTORILY DISPOSED OF DURING THE PROGRESS OF THE WORK, AND THE AREA KEPT IN A CLEAN AND NEAT CONDITION. B.ALL PROPERTY MONUMENTS OR PERMANENT REFERENCES, REMOVED OR DESTROYED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE RESTORED BY A STATE OF FLORIDA REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. C.ALL UNPAVED SURFACES DISTURBED AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED BEFORE THE CONSTRUCTION. XIII.ENGINEER'S AS BUILT REQUIREMENTS 1.DURING THE DAILY PROGRESS OF THE JOB, THE CONTRACTOR SHALL RECORD ON THEIR SET OF CONSTRUCTION DRAWINGS THE EXACT LOCATION, LENGTH, MATERIAL AND ELEVATION OF ANY FACILITY NOT BUILT EXACTLY ACCORDING TO PLANS. 2.AS BUILTS OF WATER LINES SHALL INCLUDE THE FOLLOWING a.TOP OF PIPE ELEVATIONS EVERY 100 LINEAR FEET b.LOCATIONS AND ELEVATIONS OF ALL FITTINGS INCLUDING BENDS, TEES, GATE VALVES, DOUBLE DETECTOR CHECK VALVES, FIRE HYDRANTS, ETC. c.ALL TIE INS TO EXISTING LINES SHALL BE AS BUILT d.THE TERMINATION OF ALL WATER SERVICES SHALL BE SHOWN 3.AS BUILTS OF ALL THE GRAVITY SANITARY SEWER LINES SHALL INCLUDE THE FOLLOWING INFORMATION a.RIMS, INVERTS, AND LENGTH OF PIPING BETWEEN STRUCTURES, AS WELL AS PIPE SLOPES. b.LOCATION OF ALL STUB ENDS OF ALL SEWER LATERALS INVERT ELEVATIONS AND LOCATION OF ALL CLEAN OUTS c.LIFT STATION AS BUILTS SHALL CONSIST OF THE TOP OF WET WELL ELEVATION, INVERT ELEVATIONS OF THE INCOMING LINE, BOTTOM OF THE WET WELL AND AS BUILTS OF THE COMPOUND AREA 4.FORCE MAIN AS BUILTS SHALL BE PREPARED THE SAME AS THE WATER MAIN AS BUILTS DESCRIBED ABOVE 5.AS BUILTS OF ALL DRAINAGE LINES SHALL INCLUDE THE FOLLOWING INFORMATION a.RIMS, INVERTS, AND LENGTH OF PIPING BETWEEN STRUCTURES, AND WEIR ELEVATIONS WHERE APPLICABLE b.THE SIZE OF THE PIPING SHALL BE VERIFIED BY THE SURVEY FIELD CREW AT THE TIME OF AS BUILT c.DRAINAGE WELL STRUCTURE AS BUILTS SHALL INCLUDE, BUT NOT BE LIMITED TO, TOP OF CASING ELEVATION, TOP AND BOTTOM ELEVATIONS OF THE BAFFLE WALLS, RIM ELEVATIONS, AND INVERTS OF PIPING 6.ALL ROCK AS BUILTS FOR PARKING LOT AREAS SHALL CONSIST OF THE FOLLOWING INFORMATION a.ROCK ELEVATIONS AT ALL HIGH AND LOW POINTS, AND AT ENOUGH INTERMIEDIATE POINTS TO CONFIRM SLOPE CONSISTENCY b.ROCK AS BUILTS SHALL BE TAKEN AT ALL LOCATIONS WHERE THERE IS A FINISHED GRADE ELEVATION SHOWN ON THE DESIGN PLANS c.ALL CATCH BASIN AND MANHOLE RIM ELEVATIONS SHALL BE SHOWN d.ELEVATIONS AROUND ISLANDS SHALL ALSO BE SHOWN e.WHERE CONCRETE OR PAVER BRICK IS TO BE USED AS A FINISHED PRODUCT FOR THE ROADWAY OR PARKING LOT, ROCK AS BUILTS WILL BE REQUIRED AS INDICATED ABOVE, AS WELL AS BUILTS ON THE FINISHED CONCRETE OR PAVERS AT LOCATIONS WHERE THERE IS A FINISHED GRADE ELEVATION SHOWN ON THE DESIGN PLANS f.AS BUILTS SHALL BE TAKEN ON ALL PAVED AND UNPAVED SWALES, PRIOR TO PLACEMENT OF ASPHALT OR TOPSOIL OR SOD, AT ENOUGH INTERMEDIATE POINTS TO CONFIRM SLOPE CONSISTENCY AND CONFORMANCE TO THE PLANS 7.LAKE AND CANAL BANK AS BUILTS SHALL INCLUDE A KEY SHEET OF THE LAKE FOR THE LOCATIONS OF CROSS SECTIONS. LAKE AND CANAL BANK CROSS SECTIONS SHALL BE PLOTTED AT A MINIMUM OF EVERY 100 LINEAR FEET UNLESS OTHERWISE SPECIFIED. AS BUILTS SHALL CONSIST OF THE LOCATION AND ELEVATION OF THE TOP OF BANK EDGE OF WATER AND THE DEEP CUT LINE, WITH THE DISTANCE BETWEEN EACH SHOWN ON THE DRAWING. 8.RETENTION AREA AS BUILT ELEVATIONS SHALL BE TAKEN AT THE BOTTOM OF THE RETENTION AREA AND AT THE TOP OF BANK. AS BUILT OF CONTOURS SHALL BE SHOWN, WHERE APPLICABLE. 9.UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL PREPARE RECORD DRAWINGS, ON FULL SIZE REPRODUCIBLE MATERIAL. ONE SET OF REPRODUCIBLE RECORD DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD, ALONG WITH EIGHT SETS OF BLUE OR BLACK LINE DRAWINGS. THESE DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED LAND SURVEYOR. ADDITIONALLY, AN ELECTRONIC COPY OF THESE RECORD DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER IN AUTOCAD, ".DWG" OR ".DXF" FORMAT 10.IN ADDITION TO THE ABOVE THE CONTRACTOR SHALL ALSO CONFORM TO COUNTY AND/OR CITY AS-BUILT REQUIREMENTS. PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S 17 SW S SW S EW S EW S AS N O T E D 11 / 0 6 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 Chad Everett Edwards Florida P.E. No. 59306 ---- GE N E R A L N O T E S C-02 2 OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W GA S GA S GA S GA S GA S GA S 1 STY BLDG. 1 STY BLDG. OHW OHW OHW OHW OHW OHW OHW OHW OHW ME T A L C O N T . /////////////// OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW /////////////////////////////// / / / / / / / / / / / / / / TREE PERIMETER POOL CONC. 1 STY BLDG. 7' C O N C . W A L L 7' C O N C . W A L L 26.6' 26.6' 40 . 4 ' 40 . 4 ' CL F CL F CLF 4.3'5.5 ' SWALE SWALE /////////////////////////// MONITORINGWELL / ////////////////////////////////////////CLF 1 STY CONC. 13.5' x 13.5' SHED 8' x 10' SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS O H W GA T E FILLED IN 2275 SW 45 ST 2257 SW 44 ST OWNER: DEMETRIC S. MANLEY TEONANTRA P. MANLEY-SMITH PATRICK A. SMILEY OWNER: PATRICK HART CHRISTINE LINCOLN OWNER: VALERIA & RONALD B. HIDALGO OWNER: CASEY O'BRIEN MARGARET O'BRIEN OWNER: FREDERICK S. ELSON FREDERICK S. ELSON TRUSTEE PARCEL "A" "MVL PLAT" P.B. 146, PG. 1, B.C.R. 4491 RAVENSWOOD ROAD GATE ///// ROLL GATE8'CONC FENCE 8' C O N C F E N C E 8'CONC FENCE 8' C O N C F E N C E / / / / / // / / / / / / / / / BENCHMARK " CMP OUTFALL I.E.=3.08' AR BENCHMARK " CMP OUTFALL I.E.=-0.71' BENCHMARK OFFICE / / / / / / / / / / / / / / / / / / /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / WWWWWWWWWWWWWW W W W W W W W W W W W W W / / / / / / / / / / / / / / / / / / / / / / / //////// FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM //// / D STORM MANHOLE #15059 R.E.=6.22' D STORM MANHOLE #15415 R.E.= 9.19' TOP OF BAFFLE= 2.10' (N) TOP OF WEIR= 5.39' (S) BOTTOM OF WEIR= 4.44' (S) I.E.= -0.69'(S) 24" CMP B.O.S.= -3.98' CURB INLET #15601 R.E.=13.41' CB CATCH BASIN #15632 R.E.=14.42' D STORM MANHOLE #15643 R.E.=7.65' EXIST. SPEED TABLE EXISTING IMPROVEMENTS TO BE DEMOLISHED EXISTING MARINA TO BE FILLED WATER SERVICE TO BE REMOVED AND CAPPED AT MAIN EXISTING BOAT SLIPS TO BE FILLED PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S 17 SW S SW S EW S EW S AS N O T E D 11 / 0 6 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 Chad Everett Edwards Florida P.E. No. 59306 ---- 0 40'80' SCALE:1"=40'-0" 20' DE M O L I T I O N P L A N C-03 3 EXISTING IMPROVEMENTS TO BE DEMOLISHED PROPERTY LINE TRANS 1" = 4 0 ' 50.00' OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W GA S GA S GA S GA S GA S GA S 1 STY BLDG. 1 STY BLDG. OHW OHW OHW OHW OHW OHW OHW OHW OHW ME T A L C O N T . OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW 7' C O N C . W A L L 7' C O N C . W A L L CL F CL F CLF 4.3'5.5 ' SWALE SWALE CLF SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS O H W GA T E OWNER: DEMETRIC S. MANLEY TEONANTRA P. MANLEY-SMITH PATRICK A. SMILEY OWNER: PATRICK HART CHRISTINE LINCOLN OWNER: VALERIA & RONALD B. HIDALGO OWNER: CASEY O'BRIEN MARGARET O'BRIEN OWNER: FREDERICK S. ELSON FREDERICK S. ELSON TRUSTEE 8'CONC FENCE 8' C O N C F E N C E 8'CONC FENCE 8' C O N C F E N C E " CMP OUTFALL I.E.=3.08' AR " CMP OUTFALL I.E.=-0.71' WWWWWWWWWWWWWW W W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM D STORM MANHOLE #15059 R.E.=6.22' D STORM MANHOLE #15415 R.E.= 9.19' TOP OF BAFFLE= 2.10' (N) TOP OF WEIR= 5.39' (S) BOTTOM OF WEIR= 4.44' (S) I.E.= -0.69'(S) 24" CMP B.O.S.= -3.98' CURB INLET #15601 R.E.=13.41' CB CATCH BASIN #15632 R.E.=14.42' D STORM MANHOLE #15643 R.E.=7.65' EXIST. SPEED TABLE FP L FP L 5 5 1.5 1. 5 1. 5 5 2 . 5 2. 5 5 5 5 (- ) 8 . 5 (- ) 8 . 5 (- ) 0 . 5 (- ) 0 . 5 1. 5 (- ) 0 . 5 4 4 6 6 OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W GA S GA S GA S GA S GA S GA S 1 STY BLDG. 1 STY BLDG. OHW OHW OHW OHW OHW OHW OHW OHW OHW ME T A L C O N T . OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW 7' C O N C . W A L L 7' C O N C . W A L L CL F CL F CLF 4.3'5.5 ' SWALE SWALE CLF SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS O H W GA T E OWNER: DEMETRIC S. MANLEY TEONANTRA P. MANLEY-SMITH PATRICK A. SMILEY OWNER: PATRICK HART CHRISTINE LINCOLN OWNER: VALERIA & RONALD B. HIDALGO OWNER: CASEY O'BRIEN MARGARET O'BRIEN OWNER: FREDERICK S. ELSON FREDERICK S. ELSON TRUSTEE 8'CONC FENCE 8' C O N C F E N C E 8'CONC FENCE 8' C O N C F E N C E " CMP OUTFALL I.E.=3.08' AR " CMP OUTFALL I.E.=-0.71' WWWWWWWWWWWWWW W W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM D STORM MANHOLE #15059 R.E.=6.22' D STORM MANHOLE #15415 R.E.= 9.19' TOP OF BAFFLE= 2.10' (N) TOP OF WEIR= 5.39' (S) BOTTOM OF WEIR= 4.44' (S) I.E.= -0.69'(S) 24" CMP B.O.S.= -3.98' CURB INLET #15601 R.E.=13.41' CB CATCH BASIN #15632 R.E.=14.42' D STORM MANHOLE #15643 R.E.=7.65' EXIST. SPEED TABLE FP L FP L 5 5 1.5 1. 5 1. 5 5 2 . 5 2. 5 5 5 5 (- ) 8 . 5 (- ) 8 . 5 (- ) 0 . 5 (- ) 0 . 5 1. 5 (- ) 0 . 5 4 4 6 6 BUILDING #1 75,944 SF BUILDING FINISHED FLOOR ELEVATION 10.00 FT NAVD 1988 BUILDING #2 90,133 SF BUILDING FINISHED FLOOR ELEVATION 10.00 FT NAVD 1988 FLOATING TURBIDITY BARRIER INLET PROTECTION (TYP.) TEMPORARY CONSTRUCTION ENTRANCE 50.0' PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S 17 SW S SW S EW S EW S AS N O T E D 11 / 0 6 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 Chad Everett Edwards Florida P.E. No. 59306 ---- 0 40'80' SCALE:1"=40'-0" 20' ER O S I O N C O N T R O L P L A N C-04 4 LEGEND: INLET PROTECTION TEMPORARY CONSTRUCTION ENTRANCE CONSTRUCTION CHAIN LINK FENCE WITH WINDSCREEN AND SILT FENCE FLOATING TURBIDITY BARRIER 1" = 4 0 ' 1" MILL AND OVERLAY CONCRETE PROPOSED ASPHALT OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W GA S GA S GA S GA S GA S GA S GAS OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS O H W 8'CONC FENCE 8' C O N C F E N C E 8'CONC FENCE 8' C O N C F E N C E " CMP OUTFALL I.E.=3.08' AR " CMP OUTFALL I.E.=-0.71' WWWWWWWWWWWWWW W W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM D STORM MANHOLE #15059 R.E.=6.22' D STORM MANHOLE #15415 R.E.= 9.19' TOP OF BAFFLE= 2.10' (N) TOP OF WEIR= 5.39' (S) BOTTOM OF WEIR= 4.44' (S) I.E.= -0.69'(S) 24" CMP B.O.S.= -3.98' CURB INLET #15601 R.E.=13.41' CB CATCH BASIN #15632 R.E.=14.42' D STORM MANHOLE #15643 R.E.=7.65' EXIST. SPEED TABLE FP L FP L 5 5 1.5 1. 5 1. 5 5 2. 5 2. 5 5 5 5 (- ) 8 . 5 (- ) 8 . 5 (- ) 0 . 5 (- ) 0 . 5 1. 5 (- ) 0 . 5 4 4 6 6 OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W GA S GA S GA S GA S GA S GA S GAS OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS O H W 8'CONC FENCE 8' C O N C F E N C E 8'CONC FENCE 8' C O N C F E N C E " CMP OUTFALL I.E.=3.08' AR " CMP OUTFALL I.E.=-0.71' WWWWWWWWWWWWWW W W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM D STORM MANHOLE #15059 R.E.=6.22' D STORM MANHOLE #15415 R.E.= 9.19' TOP OF BAFFLE= 2.10' (N) TOP OF WEIR= 5.39' (S) BOTTOM OF WEIR= 4.44' (S) I.E.= -0.69'(S) 24" CMP B.O.S.= -3.98' CURB INLET #15601 R.E.=13.41' CB CATCH BASIN #15632 R.E.=14.42' D STORM MANHOLE #15643 R.E.=7.65' EXIST. SPEED TABLE FP L FP L 5 5 1.5 1. 5 1. 5 5 2. 5 2. 5 5 5 5 (- ) 8 . 5 (- ) 8 . 5 (- ) 0 . 5 (- ) 0 . 5 1. 5 (- ) 0 . 5 4 4 6 6 5.10 5.10 5.10 9.15 7.40 8.40 7.50 1 I.E.= -0.25 (E)(PRB) I.E.= 1.25 (S)(PRB) I.E.= -0.25 (W) R.E.=8.50 MH 4' DIA. 5I.E.= 1.50 N (PRB) I.E.= 1.50 S (PRB) CB 4' DIA. R.E.= 7.60 24I.E.= -0.25 E I.E.= -1.50 N (PRB) I.E.= -1.00 W (PRB) CONTROL STRUCTURE #4 5'x8' R.E.= 9.00 26I.E.= 1.50 N (PRB) I.E.= -0.25 E (PRB) I.E.= 1.50 W (PRB) CB 5' DIA. R.E.= 8.60 11 I.E.= 1.25 (N)(PRB) I.E.= 1.25 (W)(PRB) R.E.=8.90 MH 4' DIA. 6I.E.= 1.50 N (PRB) I.E.= 1.25 S (PRB) CB 4' DIA. R.E.= 7.40 7 I.E.= 1.50 (S)(PRB) I.E.= 1.50 (N)(PRB) R.E.=7.40 CB 4' DIA. 13I.E.= 2.00 E I.E.= -0.25 W (PRB) I.E.= 0.75 N (PRB) CB 5' DIA. R.E.= 7.33 10I.E.= 1.50 E (PRB) I.E.= -1.00 W CONTROL STRUCTURE #5 5'x8' R.E.= 7.00 28I.E.= 0.75 N (PRB) I.E.= 0.75 S (PRB) CB 4' DIA. R.E.= 4.90 18 I.E.= 0.75 (N)(PRB) I.E.= 0.75 (S)(PRB) R.E.=4.90 CB 4' DIA. 15 I.E.= 0.75 (S)(PRB) R.E.=4.90 CB 4' DIA. 21I.E.= 0.75 N (PRB) CB 4' DIA. R.E.= 4.90 22I.E.= 0.75 S (PRB) I.E.= 0.75 N (PRB) CB 4' DIA. R.E.= 4.90 27I.E.= 0.75 S (PRB) I.E.= 0.75 N (PRB) CB 4' DIA. R.E.= 4.90 2 I.E.= -0.25 (W)(PRB) I.E.= 1.25 (E)(PRB) I.E.= 0.75 (S)(PRB) R.E.=4.90 CB DITCH 5'X7' 8I.E.= 1.50 S (PRB) I.E.= 1.25 N (PRB) I.E.= -1.00 W (PRB) CB 4' DIA. R.E.= 7.60 23I.E.= -2.00 E HEADWALL CAP ELEV. 2.50 15 LF - 36" SOLID HP STORM & 270 LF 5'x8' EXFILTRATION TRENCH W/ 270 LF 36 PERF. HP STORM 15 LF - 18" SOLID HP STORM & 299 LF 4'x8' EXFILTRATION TRENCH W/ 299 LF 18" PERF. HP STORM 37 LF - 15" SOLID HP STORM & 177 LF 4'x8' EXFILTRATION TRENCH W/ 177 LF 15" PERF. HP STORM 13 LF - 18" SOLID HP STORM & 129 LF 4'x8' EXFILTRATION TRENCH W/ 129 LF 18" PERF. HP STORM 13 LF - 15" SOLID HP STORM & 202 LF 4'x8' EXFILTRATION TRENCH W/ 202 LF 15" PERF. HP STORM 13 LF - 18" SOLID HP STORM & 143 LF 4'x8' EXFILTRATION TRENCH W/ 143 LF 18" PERF. HP STORM 24 LF - 36" HP STORM 53 LF - 36" SOLID HP STORM & 86 LF 5'x8' EXFILTRATION TRENCH W/ 86 LF 36 PERF. HP STORM 13 LF - 18" SOLID HP STORM & 146 LF 4'x8' EXFILTRATION TRENCH W/ 146 LF 18" PERF. HP STORM 13 LF - 15" SOLID HP STORM & 143 LF 4'x8' EXFILTRATION TRENCH W/ 143 LF 15" PERF. HP STORM 13 LF - 18" SOLID HP STORM & 107 LF 4'x8' EXFILTRATION TRENCH W/ 107 LF 18" PERF. HP STORM 27 LF - 36" SOLID HP STORM & 119 LF 5'x8' EXFILTRATION TRENCH W/ 119 LF 36 PERF. HP STORM 13 LF - 24" SOLID HP STORM & 62 LF 4'x8' EXFILTRATION TRENCH W/ 62 LF 24" PERF. HP STORM 13 LF - 24" SOLID HP STORM & 62 LF 4'x8' EXFILTRATION TRENCH W/ 62 LF 24" PERF. HP STORM 13 LF - 24" SOLID HP STORM & 62 LF 4'x8' EXFILTRATION TRENCH W/ 62 LF 24" PERF. HP STORM 18 LF - 36" HP STORM 18 LF - 36" HP STORM 33 LF - 36" HP STORM 13 LF - 18" SOLID HP STORM & 78 LF 4'x8' EXFILTRATION TRENCH W/ 78 LF 18" PERF. HP STORM 42 LF - 24" SOLID HP STORM & 40 LF 4'x8' EXFILTRATION TRENCH W/ 40 LF 24" PERF. HP STORM TOP OF BERM EL. 7.80 PROPOSED SEAWALL, TOP OF SEAWALL ELEV=7.0 9.90 BUILDING #1 75,944 SF BUILDING FINISHED FLOOR ELEVATION 10.00 FT NAVD 1988 BUILDING #2 90,133 SF BUILDING FINISHED FLOOR ELEVATION 10.00 FT NAVD 1988 0.50 ACRE LAKE AT ELEVATION 1.5 NAVD 1988 STORAGE AREA #1 0.15 ACRES AT ELEV 2.5 STORAGE AREA #2 0.005 ARES AT ELEV 4.0 41I.E.= 1.00 S I.E.= 1.00 W CONTROL STRUCTURE #3 CB 4' DIA. W/ CONC. APRON R.E.= 4.00 15 LF - 18" HP STORM 40 I.E.= 1.25 (E)(PRB) I.E.= 1.00 (N) R.E.=6.50 MH 4' DIA. AA BB CC DD E E F F 43I.E.= -1.00 E (PRB) CONTROL STRUCTURE #1 TYPE E INLET W/ CONC. APRON R.E.= 3.50 44I.E.= -1.00 E (PRB) CONTROL STRUCTURE #2 TYPE E INLET W/ CONC. APRON R.E.= 3.50 42I.E.= -0.25 E (PRB) I.E.= -0.25 W (PRB) CB 5' DIA. R.E.= 6.00 59 LF - 18" HP STORM 13 LF - 24" SOLID HP STORM & 45 LF 4'x8' EXFILTRATION TRENCH W/ 45 LF 24" PERF. HP STORM 13 LF - 24" SOLID HP STORM & 62 LF 4'x8' EXFILTRATION TRENCH W/ 62 LF 24" PERF. HP STORM 8' HIGH PERIMETER WALL. THE WALL IS DESIGNED TO RETAIN WATER ON-SITE UP TO THE 100 YR FLOOD ELEVATION OF 7.70 0.7' WIDE WEIR ELEV.= 3.50 (N) 5' WEIR ELEV.= 6.20 (N)I.E. -2.00 DANIA CUT-OFF CANAL 9.90 9.90 9.90 9.90 9.80 9.80 9.80 9.80 9.75 9.25 9.25 9.75 9.00 8.82 9.15 9.10 9.30 9.00 9.90 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 8.50 8.80 9.80 9.80 9.30 9.30 7.65 9.15 9.30 7.60 5.40 5.40 5.40 5.40 5.40 5.40 5.40 5.40 5.405.40 5.40 5.40 5.10 4.90 4.90 5.10 4.90 4.90 4.90 4.90 8.00 8.10 8.00 9.90 9.90 8.00 8.05 7.95 8.05 8.00 7.25 6.50 5.40 4.90 6.257.60 6.25 7.60 9.80 9.15 9.30 9.80 9.30 9.80 9.30 9.15 9.30 9.90 9.80 7.60 7.40 7.65 9.80 9.30 9.00 8.90 9.90 8.80 8.90 9.30 7.90 9.30 5' WEIR ELEV.= 3.50 31 LF - 18" HP STORM 3I.E.= 1.25 W (PRB) I.E.= 1.50 S (PRB) MH 4' DIA. R.E.= 9.20 4 I.E.= 2.00 (W) I.E.= 1.00 (E) R.E.=7.30 MH 4' DIA. 7.10 7.60 7.107.50 71 LF - 18" HP STORM 8.79 8.85 8.91 9.15 9.07 8.86 8.98 9.23 9.22 9.00 9.15 8.90 9.14 8.90 8.80 8.86 9.02 8.77 8.67 60.00'60.00 60.00'14.0'92.0'11.4'16.0'24.0'16.0' 7.0' 7.1' 14' 22.1'26.1'10.0'15.7'16.0'24.0'16.0'7.7' 7.1' 24' 9.3' 12.3' 30.0'16.0'24.0'16.0' 7.0'6.0' 9.80 8.15 9.93 8.35 9.93 TOP OF CURB TO SERVE AS TOP OF BERM ON EAST SIDE OF SIDE MIN. EL. 8.15 9.60 9.00TOP OF BERM EL. 7.80 BEGIN 8' HIGH PERIMETER WALL END 8' HIGH PERIMETER WALL 9.42 TYPE D CURB (TYP.) TYPE D CURB (TYP.) TYPE D CURB (TYP.) RETAINING WALL, 2.5' MAX HEIGHT SEE STRUCTURAL PLANS FOR DETAILS TYPE D CURB CURB RAMP TYPE CR-C PER FDOT 522-002 CURB RAMP TYPE CR-C PER FDOT 522-002 CURB RAMP TYPE CR-C PER FDOT 522-002 CURB RAMP TYPE CR-C PER FDOT 522-002 CURB RAMP TYPE CR-C PER FDOT 522-002 CURB RAMP TYPE CR-C PER FDOT 522-002 CURB RAMP TYPE CR-E PER FDOT 522-002 CURB RAMP TYPE CR-E PER FDOT 522-002CURB RAMP TYPE CR-E PER FDOT 522-002 TOP OF WALL=9.30 FG EAST=8.80 FG WEST=7.90 BEGIN RETAINING WALL TOP OF WALL=9.62 FG EAST=9.12 FG WEST=7.60 TOP OF WALL=8.71 FG EAST=8.21 FG WEST=7.10 TOP OF WALL=8.29 FG EAST=7.79 FG WEST=7.00 TOP OF WALL=9.13 FG EAST=8.63 FG WEST=6.90 TOP OF WALL=9.80 FG EAST=9.30 FG WEST=8.50 TOP OF WALL=9.15 FG EAST=8.65 FG WEST=8.30 TOP OF WALL=8.46 FG EAST=7.96 FG WEST=7.80 TOP OF WALL=9.08 FG EAST=8.48 FG WEST=7.60 TOP OF WALL=9.79 FG EAST=9.29 FG WEST=7.60 TOP OF WALL=9.53 FG EAST=9.03 FG WEST=7.30 END RETAINING WALL TOP OF CURB ELEV. 9.43 7.80 7.30 6.80 7.72 7.38 7.10 7.70 12 I.E.= 1.25 (W)(PRB) I.E.= 1.25 (E)(PRB) R.E.=7.50 CB 4' DIA. 6.20 7.90 27' 21' 5' 7.90 7.90 BACK OF SIDEWALK TO SERVE AS TOP OF BERM MIN. ELEV. 7.80 9.06 9.19 8.81 9.07 8.80 8.95 9.12 8.81 8.98 9.01 9.16 50.00' EXISTING SPEED TABLE 9.11 30' CORNER SIGHT VISIBILITY TRIANGLE (TYP.) 30' 30' PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S 17 SW S SW S EW S EW S AS N O T E D 11 / 0 6 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 Chad Everett Edwards Florida P.E. No. 59306 ---- 0 40'80' SCALE:1"=40'-0" 20' PA V I N G , G R A D I N G & D R A I N A G E P L A N C-05 5 PROPOSED PAVING AND DRAINAGE LEGEND: DRAINAGE STRUCTURE NUMBER RIM ELEVATION GRATE ELEVATION INVERT ELEVATION DRAINAGE STRUCTURE TYPE PROPOSED DRAINAGE MANHOLE PROPOSED DRAINAGE CATCH BASIN DRAINAGE FLOW DIRECTION PROPOSED SPOT ELEVATION PROPOSED STORM SEWER PROPOSED EXFILTRATION TRENCH 0.00 REINFORCED CONCRETE PIPE POLLUTANT RETARDANT BAFFLE 1" MILL AND OVERLAY CONCRETE CB-6'Ø I.E.= G.E.= R.E.= 1 RCP PRB TRANS PROPOSED CONCRETE ELEVATION6.00 1" = 4 0 ' PROPOSED ASPHALT PROPOSED PAVEMENT RESTORATION PROPOSED CURB SWALE RESTORATION DETECTABLE WARNING SURFACE ADA RAMP NOTES: 1.THE CONTRACTOR IS RESPONSIBLE FOR PREPARING AND IMPLEMENTING A STORMWATER POLLUTION PREVENTION PLAN (SWPPP), INCLUDING BUT NOT LIMITED TO TURBIDITY BARRIERS, SILT FENCE, INLET PROTECTION, WATER MONITORING, ETC. 2.REFER TO THE ARCHITECTURAL PLANS FOR LOCATIONS OF RAINWATER LEADERS. 3.ALL PROPOSED CONCRETE WALK SLOPES SHALL COMPLY WITH ADA SLOPE REQUIREMENTS FOR ACCESSIBLE ROUTES INCLUDING BUT NOT LIMITED TO MAXIMUM SLOPE OF 2.0% CROSS SLOPE AND MAXIMUM SLOPE OF 5.0% LONGITUDINAL SLOPE. CONCRETE WALK INTERSECTION OR OTHER WALKS THAT ARE TWO WAY DIRECTIONAL, INCLUDING BOTH PARALLEL AND PERPENDICULAR DIRECTIONS, SHALL NOT EXCEED 2% IN ANY DIRECTION. OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W GA S GA S GA S GA S GA S GA S GAS OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS O H W OWNER: DEMETRIC S. MANLEY TEONANTRA P. MANLEY-SMITH PATRICK A. SMILEY OWNER: PATRICK HART CHRISTINE LINCOLN OWNER: VALERIA & RONALD B. HIDALGO OWNER: CASEY O'BRIEN MARGARET O'BRIEN OWNER: FREDERICK S. ELSON FREDERICK S. ELSON TRUSTEE 8'CONC FENCE 8' C O N C F E N C E 8'CONC FENCE 8' C O N C F E N C E " CMP OUTFALL I.E.=3.08' AR " CMP OUTFALL I.E.=-0.71' WWWWWWWWWWWWWW W W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM D STORM MANHOLE #15059 R.E.=6.22' D STORM MANHOLE #15415 R.E.= 9.19' TOP OF BAFFLE= 2.10' (N) TOP OF WEIR= 5.39' (S) BOTTOM OF WEIR= 4.44' (S) I.E.= -0.69'(S) 24" CMP B.O.S.= -3.98' CURB INLET #15601 R.E.=13.41' CB CATCH BASIN #15632 R.E.=14.42' D STORM MANHOLE #15643 R.E.=7.65' EXIST. SPEED TABLE FP L FP L 5 5 1.5 1. 5 1. 5 5 2. 5 2. 5 5 5 5 (- ) 8 . 5 (- ) 8 . 5 (- ) 0 . 5 (- ) 0 . 5 1. 5 (- ) 0 . 5 4 4 6 6 OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W GA S GA S GA S GA S GA S GA S GAS OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS O H W OWNER: DEMETRIC S. MANLEY TEONANTRA P. MANLEY-SMITH PATRICK A. SMILEY OWNER: PATRICK HART CHRISTINE LINCOLN OWNER: VALERIA & RONALD B. HIDALGO OWNER: CASEY O'BRIEN MARGARET O'BRIEN OWNER: FREDERICK S. ELSON FREDERICK S. ELSON TRUSTEE 8'CONC FENCE 8' C O N C F E N C E 8'CONC FENCE 8' C O N C F E N C E " CMP OUTFALL I.E.=3.08' AR " CMP OUTFALL I.E.=-0.71' WWWWWWWWWWWWWW W W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM D STORM MANHOLE #15059 R.E.=6.22' D STORM MANHOLE #15415 R.E.= 9.19' TOP OF BAFFLE= 2.10' (N) TOP OF WEIR= 5.39' (S) BOTTOM OF WEIR= 4.44' (S) I.E.= -0.69'(S) 24" CMP B.O.S.= -3.98' CURB INLET #15601 R.E.=13.41' CB CATCH BASIN #15632 R.E.=14.42' D STORM MANHOLE #15643 R.E.=7.65' EXIST. SPEED TABLE FP L FP L 5 5 1.5 1. 5 1. 5 5 2. 5 2. 5 5 5 5 (- ) 8 . 5 (- ) 8 . 5 (- ) 0 . 5 (- ) 0 . 5 1. 5 (- ) 0 . 5 4 4 6 6 PROPOSED SEAWALL, SEE SEAWALL PLANS N: 631245.36 E: 928275.32 N: 630930.80 E: 928283.15N: 630929.14 E: 928216.01 N: 630654.20 E: 928223.17 N: 630659.39 E: 928432.30 N: 630664.32 E: 928432.17 N: 630678.67 E: 929008.29 N: 630709.46 E: 929037.53 N: 630859.40 E: 929033.52 N: 630959.63 E: 929042.70 N: 631248.74 E: 929035.13 N: 631252.27 E: 928708.66 N: 631249.78 E: 928478.56 N: 631249.76 E: 928459.50N: 631249.56 E: 928416.39 PROPOSED CLEANOUT (PRIVATE) I.E. (-)0.88PROPOSED 80 LF 6" PVC SANITARY SEWER LATERAL @ MIN. 1/8" PER FOOT SLOPE (PRIVATE) PROPOSED 80 LF 6" PVC SANITARY SEWER LATERAL @ MIN. 1/8" PER FOOT SLOPE (PRIVATE) PROPOSED CLEANOUT (BCWWS POINT OF SERVICE) I.E. (-)1.35 CUT IN 6" SANITARY SEWER LATERAL ON EXISTING 12" PVC GRAVITY SEWER MAIN I.E.(-)4.74 CUT IN 6" SANITARY SEWER LATERAL ON EXISTING 12" PVC GRAVITY SEWER MAIN I.E. (-)4.01 REMOVE 8"X4" TEE, CUT IN 8"X8" TEE WITH 8" GATE VALVE, 10" X 8" REDUCER, 10" DIP MAIN SAMPLE POINT #2 8"X8" TAPPING SLEEVE AND VALVE WITH 8" GATE VALVE, 10" X 8" REDUCER, 10" DIP MAIN SAMPLE POINT #1 PROPOSED CLEANOUT (BCWWS POINT OF SERVICE) I.E. (-)2.10 PROPOSED CLEANOUT (PRIVATE) I.E. 1.50 FIRE HYDRANT ASSEMBLY 10"X6" CROSS WITH 6" GATE VALVE, 6" DIP AND FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY 10"X6" CROSS WITH 6" GATE VALVE, 6" DIP AND FIRE HYDRANT ASSEMBLY 8" FIRE SERVICE WITH 1" BYPASS METER 10"X8" CROSS WITH 8" GATE VALVE, 8" DIP FIRE LINE AND 8" DOUBLE DETECTOR CHECK VALVE WITH 1" BYPASS METER - POINT OF SERVICE AT TAPPED PLUG 8" FIRE SERVICE WITH 1" BYPASS METER 10"X8" CROSS WITH 8" GATE VALVE, 8" DIP FIRE LINE AND 8" DOUBLE DETECTOR CHECK VALVE WITH 1" BYPASS METER - POINT OF SERVICE AT TAPPED PLUG 12" X 10" TAPPING VALVE WITH 10" GATE VALVE, 10" DIP MAIN SAMPLE POINT #3 EXISTING 12" DIP WATER MAIN 2" DOMESTIC SERVICE 2" PE WATER MAIN, 2" METER AND 2" BACKFLOW PREVENTER SAMPLE POINT #4 2" DOMESTIC SERVICE 2" PE WATER MAIN, 2" METER AND 2" BACKFLOW PREVENTER SAMPLE POINT #5 EXISTING 8" CAST IRON WATERMAIN EXISTING 10" PVC GRAVITY SEWER EXISTING 12" DIP FORCE MAIN EXISTING 12" PVC GRAVITY SEWER EXISTING 8" DUCTILE IRON WATER MAIN 20' WATER MAIN EASEMENT 20' WATER MAIN EASEMENT 20' WATER MAIN EASEMENT FIRE DEPARTMENT CONNECTION 20' WATER MAIN EASEMENT FIRE DEPARTMENT CONNECTION FIRE HYDRANT ASSEMBLY 10"X6" TEE WITH 6" GATE VALVE, 6" DIP AND FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY 10"X6" TEE WITH 6" GATE VALVE, 6" DIP AND FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY 10"X6" TEE WITH 6" GATE VALVE, 6" DIP AND FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY 10"X6" CROSS WITH 6" GATE VALVE, 6" DIP AND FIRE HYDRANT ASSEMBLY 10" DIP WATER MAIN FIRE HYDRANT ASSEMBLY 10"X6" TEE WITH 6" GATE VALVE, 6" DIP AND FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY 10"X6" TEE WITH 6" GATE VALVE, 6" DIP AND FIRE HYDRANT ASSEMBLY 10" X 10" TEE 45° BENDS45° BENDS 10"X10" TEE WITH (3) - 10" GATE VALVES 10" DIP WATER MAIN 10" DIP WATER MAIN UTILITY CROSSING TOP OF STORM PIPE: 2.85 BOTTOM OF WATER MAIN: 4.00 8"X8" TAPPING SLEEVE AND VALVE WITH 8" GATE VALVE, 10" X 8" REDUCER, 10" DIP MAIN SAMPLE POINT #4 FIRE HYDRANT ASSEMBLY 10"X6" CROSS WITH 6" GATE VALVE, 6" DIP AND FIRE HYDRANT ASSEMBLY 10" GATE VALVE CR-1 CR-2 CR-3 CR-4 CR-5 CR-6 CR-7 CR-8 CR-9 CR-10 CR-11 CR-12 CR-13 FIRE HYDRANT ASSEMBLY 10"X6" CROSS WITH 6" GATE VALVE, 6" DIP AND FIRE HYDRANT ASSEMBLY CR-14 FIRE DEPARTMENT CONNECTION FIRE DEPARTMENT CONNECTION PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S 17 SW S SW S EW S EW S AS N O T E D 11 / 0 6 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 Chad Everett Edwards Florida P.E. No. 59306 ---- 0 40'80' SCALE:1"=40'-0" 20' WA T E R & S E W E R P L A N C-06 6 TRANS PROPOSED WATER AND SEWER LEGEND: FIRE HYDRANT ASSEMBLY GATE VALVE WATER METER CORPORATION STOP REDUCER BACKFLOW PREVENTER SIAMESE FIRE CONNECTION PLUG RIM ELEVATION INVERT ELEVATION SANITARY SEWER MANHOLE CLEANOUT SANITARY SEWER PIPE FLOW DIRECTION SANITARY (SINGLE) SERVICE SANITARY (DOUBLE) SERVICE CROSSING CALLOUT DDCV/ BACKFLOW PREVENTER WATER AND SEWER EASEMENT CR-X R.E.= I.E.= 1" = 4 0 ' PROPOSED PAVEMENT RESTORATION UTILITY CROSSINGS CR-1 FG= 7.90 BOTTOM OF PROP. WATER PIPE: ±3.70 TOP OF EX. SEWER PIPE: (-)4.93 CR-2 FG= 8.08 BOTTOM OF EX. FORCE MAIN: ±3.70* TOP OF PROP. WATER PIPE: 2.70 CR-3 FG: 8.70 BOTTOM OF WATER PIPE: 4.70 TOP OF STORM PIPE: 2.98 CR-4 FG:5.00 BOTTOM OF STORM PIPE: 0.58 TOP OF WATER PIPE: -0.42 CR-5 FG: 7.58 BOTTOM OF WATER PIPE: 3.58 TOP OF STORM PIPE: 2.85 CR-6 FG: 9.10 BOTTOM OF WATER PIPE: 5.10 TOP OF STORM PIPE: 2.92 CR-7 FG: 7.00 BOTTOM OF EX. FORCE MAIN: 3.00* TOP OF WATER PIPE: 2.00 CR-8 FG: 7.55 BOTTOM OF EX. SANITARY PIPE: -2.73 TOP OF WATER PIPE: ±3.56 CR-9 FG:7.55 BOTTOM OF EX. FORCE MAIN: ±3.10 TOP OF PROP. SANITARY PIPE: (-)2.63 CR-10 FG: 7.60 BOTTOM OF STORM PIPE: 1.12 TOP OF SANITARY PIPE: 0.12 CR-11 FG: 8.11 BOTTOM OF WATER PIPE: ±4.10 TOP OF EX. SEWER PIPE: (-)3.34 CR-12 FG: 7.70 BOTTOM OF EX. FORCE MAIN: ±3.70* TOP OF PROP. WATER PIPE: 2.70 CR-13 FG:7.21 BOTTOM OF WATER PIPE: 4.21 TOP OF STORM PIPE: 2.98 CR-14 FG: 6.00 BOTTOM OF STORM PIPE: 1.25 TOP OF SANITARY PIPE: (-)1.48 *DENOTES ASSUMED ELEVATION. CONTRACTOR TO VERIFY UTILITY ELEVATION PRIOR TO CONSTRUCTION OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W GA S GA S GA S GA S GA S GA S GAS OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW O H W OWNER: DEMETRIC S. MANLEY TEONANTRA P. MANLEY-SMITH PATRICK A. SMILEY OWNER: PATRICK HART CHRISTINE LINCOLN OWNER: VALERIA & RONALD B. HIDALGO OWNER: CASEY O'BRIEN MARGARET O'BRIEN OWNER: FREDERICK S. ELSON FREDERICK S. ELSON TRUSTEE 8'CONC FENCE 8' C O N C F E N C E 8'CONC FENCE 8' C O N C F E N C E " CMP OUTFALL I.E.=3.08' AR " CMP OUTFALL I.E.=-0.71' D STORM MANHOLE #15059 R.E.=6.22' D STORM MANHOLE #15415 R.E.= 9.19' TOP OF BAFFLE= 2.10' (N) TOP OF WEIR= 5.39' (S) BOTTOM OF WEIR= 4.44' (S) I.E.= -0.69'(S) 24" CMP B.O.S.= -3.98' CURB INLET #15601 R.E.=13.41' CB CATCH BASIN #15632 R.E.=14.42' D STORM MANHOLE #15643 R.E.=7.65' EXIST. SPEED TABLE FP L FP L 5 5 1.5 1. 5 1. 5 5 2. 5 2. 5 5 5 5 (- ) 8 . 5 (- ) 8 . 5 (- ) 0 . 5 (- ) 0 . 5 1. 5 (- ) 0 . 5 4 4 6 6 OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W GA S GA S GA S GA S GA S GA S GAS OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW O H W OWNER: DEMETRIC S. MANLEY TEONANTRA P. MANLEY-SMITH PATRICK A. SMILEY OWNER: PATRICK HART CHRISTINE LINCOLN OWNER: VALERIA & RONALD B. HIDALGO OWNER: CASEY O'BRIEN MARGARET O'BRIEN OWNER: FREDERICK S. ELSON FREDERICK S. ELSON TRUSTEE 8'CONC FENCE 8' C O N C F E N C E 8'CONC FENCE 8' C O N C F E N C E " CMP OUTFALL I.E.=3.08' AR " CMP OUTFALL I.E.=-0.71' D STORM MANHOLE #15059 R.E.=6.22' D STORM MANHOLE #15415 R.E.= 9.19' TOP OF BAFFLE= 2.10' (N) TOP OF WEIR= 5.39' (S) BOTTOM OF WEIR= 4.44' (S) I.E.= -0.69'(S) 24" CMP B.O.S.= -3.98' CURB INLET #15601 R.E.=13.41' CB CATCH BASIN #15632 R.E.=14.42' D STORM MANHOLE #15643 R.E.=7.65' EXIST. SPEED TABLE FP L FP L 5 5 1.5 1. 5 1. 5 5 2. 5 2. 5 5 5 5 (- ) 8 . 5 (- ) 8 . 5 (- ) 0 . 5 (- ) 0 . 5 1. 5 (- ) 0 . 5 4 4 6 6 R1-1 (30"x30") STOP SIGN WITH 24" WHITE THERMOPLASTIC STOP BAR AND 6" THERMOPLASTIC DOUBLE YELLOW PROPOSED SEAWALL, SEE SEAWALL PLANS 75,944 SF BUILDING FINISHED FLOOR ELEVATION 10.00 FT NAVD 1988 90,133 SF BUILDING FINISHED FLOOR ELEVATION 10.00 FT NAVD 1988 R3-1 'NO RIGHT TURN' SIGN R1-1 (30"x30") STOP SIGN WITH 24" WHITE THERMOPLASTIC STOP BAR AND 6" THERMOPLASTIC DOUBLE YELLOW R3-1 "NO RIGHT TURN" SIGN R1-1 (30"x30") STOP SIGN WITH 24" WHITE THERMOPLASTIC STOP BAR AND 6" THERMOPLASTIC DOUBLE YELLOW 12" WHITE THERMOPLASTIC CROSSWALK STRIPING HANDICAP PARKING STALL SIGN AND STRIPING (SEE DETAIL) TYP. HANDICAP PARKING STALL SIGN AND STRIPING (SEE DETAIL) TYP. HANDICAP PARKING STALL SIGN AND STRIPING (SEE DETAIL) TYP. HANDICAP PARKING STALL SIGN AND STRIPING (SEE DETAIL) TYP. HANDICAP PARKING STALL SIGN AND STRIPING (SEE DETAIL) TYP. HANDICAP PARKING STALL SIGN AND STRIPING (SEE DETAIL) TYP. W11-2 AND W16-7 CROSSWALK SIGNS W11-2 AND W16-7 CROSSWALK SIGNS 4" WHITE PARKING STALL STRIPE (PAINT) TYP. 4" WHITE PARKING STALL STRIPE (PAINT) TYP. 4" WHITE PARKING STALL STRIPE (PAINT) TYP. 4" WHITE PARKING STALL STRIPE (PAINT) TYP. BLUE RPM IN CENTER OF TRAVELED LANEBLUE RPM IN CENTER OF TRAVELED LANE BLUE RPM IN CENTER OF TRAVELED LANE BLUE RPM IN CENTER OF TRAVELED LANE BLUE RPM IN CENTER OF TRAVELED LANE BLUE RPM IN CENTER OF TRAVELED LANE 5' 18' (TYP.) 12' (TYP.) 19.0' 22.0' 21.7' BLUE RPM IN CENTER OF TRAVELED LANE 4' 4' 4' BLUE RPM IN CENTER OF TRAVELED LANE BLUE RPM IN CENTER OF TRAVELED LANE RESTRIPE EXISTING DOUBLE YELLOW LINESRE-STRIPE EXISTING SPEED HUMP TO MATCH EXISTING STRIPING. REPLACE BLUE RPM IN CENTER OF TRAVELED LANE APPROXIMATE LOCATION OF EXISTING HYDRANT BLUE RPM IN CENTER OF TRAVELED LANE WHITE LEFT TURN ARROW 24' 35'24' "SPEED LIMIT 25" SIGN WITH SPEED FEEDBACK SIGN WHITE LEFT TURN ARROW WHITE LEFT TURN ARROW R3-1 "NO RIGHT TURN" SIGN R1-1 (30"x30") STOP SIGN WITH 24" WHITE THERMOPLASTIC STOP BAR AND 6" THERMOPLASTIC DOUBLE YELLOW PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S 17 SW S SW S EW S EW S AS N O T E D 11 / 0 6 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 Chad Everett Edwards Florida P.E. No. 59306 ---- 0 40'80' SCALE:1"=40'-0" 20' PA V E M E N T M A R K I N G & S I G N A G E P L A N C-07 7 TRANS 1" = 4 0 ' NOTES: 1.ALL EXISTING PAVEMENT MARKINGS AND SIGNING DISTURBED DUE TO PROPOSED CONSTRUCTION ACTIVITIES SHALL BE REPLACED TO B.C.T.E.D. CURRENT STANDARDS. 2.ALL PAVEMENT MARKINGS TO BE ALKYD-BASED THERMOPLASTIC AND FULLY RETRO-REFLECTORIZED, PER BCTED SPECIFICATIONS EXCEPT FOR PARKING STALL STRIPING, WHICH SHALL BE PAINT UNLESS OTHERWISE NOTED ON PLANS. 3.ALL PAVEMENT MARKINGS AND SIGNAGE SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", LATEST EDITION, FBC 2014 5TH EDITION FLORIDA ACCESSIBILITY CODE, AND BROWARD COUNTY TRAFFIC ENGINEERING DIVISION STANDARDS (LATEST EDITION.) 4.EXISTING MARKINGS SHALL BE REMOVED BY WATER BLASTING OR SANDBLASTING ONLY. 5.ALL STOP BARS TO BE 4' BEHIND CROSSWALK OR SIDEWALK. 6.ALL SIGNAGE SHALL BE HIGH INTENSITY OR BETTER PER BROWARD COUNTY TRAFFIC ENGINEERING DIVISION STANDARDS (LATEST EDITION.) 7.BLUE RPM'S SHALL BE INSTALLED AT EACH FIRE HYDRANT ON CENTER OF ADJACENT TRAVEL LANE; BOTH LANES IF CORNER FIRE HYDRANT. 8.FIRE HYDRANTS AND FDC'S SHOWN ON PMS PLANS FOR REFERENCE. REFER TO WATER & SEWER PLANS. OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W GA S GA S GA S GA S GA S GA S GAS OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW O H W OWNER: DEMETRIC S. MANLEY TEONANTRA P. MANLEY-SMITH PATRICK A. SMILEY OWNER: PATRICK HART CHRISTINE LINCOLN OWNER: VALERIA & RONALD B. HIDALGO OWNER: CASEY O'BRIEN MARGARET O'BRIEN OWNER: FREDERICK S. ELSON FREDERICK S. ELSON TRUSTEE 8'CONC FENCE 8' C O N C F E N C E 8'CONC FENCE 8' C O N C F E N C E " CMP OUTFALL I.E.=3.08' AR " CMP OUTFALL I.E.=-0.71' D STORM MANHOLE #15059 R.E.=6.22' D STORM MANHOLE #15415 R.E.= 9.19' TOP OF BAFFLE= 2.10' (N) TOP OF WEIR= 5.39' (S) BOTTOM OF WEIR= 4.44' (S) I.E.= -0.69'(S) 24" CMP B.O.S.= -3.98' CURB INLET #15601 R.E.=13.41' CB CATCH BASIN #15632 R.E.=14.42' D EXIST. SPEED TABLE FP L FP L 5 5 1.5 1. 5 1. 5 5 2. 5 2. 5 5 5 5 (- ) 8 . 5 (- ) 8 . 5 (- ) 0 . 5 (- ) 0 . 5 1. 5 (- ) 0 . 5 4 4 6 6 OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W GA S GA S GA S GA S GA S GA S GAS OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW O H W OWNER: DEMETRIC S. MANLEY TEONANTRA P. MANLEY-SMITH PATRICK A. SMILEY OWNER: PATRICK HART CHRISTINE LINCOLN OWNER: VALERIA & RONALD B. HIDALGO OWNER: CASEY O'BRIEN MARGARET O'BRIEN OWNER: FREDERICK S. ELSON FREDERICK S. ELSON TRUSTEE 8'CONC FENCE 8' C O N C F E N C E 8'CONC FENCE 8' C O N C F E N C E " CMP OUTFALL I.E.=3.08' AR " CMP OUTFALL I.E.=-0.71' D STORM MANHOLE #15059 R.E.=6.22' D STORM MANHOLE #15415 R.E.= 9.19' TOP OF BAFFLE= 2.10' (N) TOP OF WEIR= 5.39' (S) BOTTOM OF WEIR= 4.44' (S) I.E.= -0.69'(S) 24" CMP B.O.S.= -3.98' CURB INLET #15601 R.E.=13.41' CB CATCH BASIN #15632 R.E.=14.42' D EXIST. SPEED TABLE FP L FP L 5 5 1.5 1. 5 1. 5 5 2. 5 2. 5 5 5 5 (- ) 8 . 5 (- ) 8 . 5 (- ) 0 . 5 (- ) 0 . 5 1. 5 (- ) 0 . 5 4 4 6 6 75,944 SF BUILDING FINISHED FLOOR ELEVATION 10.00 FT NAVD 1988 90,133 SF BUILDING FINISHED FLOOR ELEVATION 10.00 FT NAVD 1988 FIRE TRUCK TURNING PATH (TYP.) INSIDE RADIUS: 38' OUTSIDE RADIUS: 50' TRUCK LENGTH: ±40' TRUCK WIDTH: ±8.2' FIRE TRUCK TURNING PATH (TYP.) FIRE TRUCK TURNING PATH (TYP.) R=50' R=38' 12.00' 12.00' 12.00' 60.00'60.00'60.00' PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT APPROXIMATE LOCATION OF EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT 254.66' 255.88'256.87' 237.43' 304.34' 256.97' 210.77' 242.34' 322.80' FP L FP L FP L FP L 237.43' PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S 17 SW S SW S EW S EW S AS N O T E D 11 / 0 6 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 Chad Everett Edwards Florida P.E. No. 59306 ---- 0 40'80' SCALE:1"=40'-0" 20' VE H I C L E M O B I L I T Y P L A N C-08 8 WASTE COLLECTION TRUCK DETAIL 8 1"=20' WB-67 TRUCK DETAIL 1"=20' WEST PROPERTY LINE 17'-24' LAKE BANK 2% MAX. 4" THICK CONCRETE SIDEWALK PROPOSED BUILDING FF=10.00' WATER SURFACE ELEVATION = 1.5' ELEV. -0.50'ELEV. -0.50' MIN. LAKE BOTTOM ELEVATION = (-)8.5' ELEV. ±5.0 - ±6.0 86'-105' LAKE WIDTH 14' LAKE BANK ±11' LANDSCAPING 16' ASPHALT 24' DRIVE AISLE 16' PARKING 7' WALK 7.3' LANDACAPE ELEV. 8.5-9.8 ELEV. 8.5-9.8ELEV. 7.75-9.0 2-1/2" THICK ASPHALTIC CONCRETE 1-1/2" TYPE SP-12.5 SUPERPAVE STRUCTURAL COURSE WITH TACK COAT (BOTTOM) AND 1" TYPE SP-9.5 SUPERPAVE FRICTION COURSE (TOP) 8" LIMEROCK BASE MIN. LBR-100 COMPACTED TO 98% MAX. DRY DENSITY PER A.A.S.H.T.O. T-180 (APPLY PRIME COAT TO BASE) 12" STABILIZED SUBGRADE MIN. LBR-40 COMPACTED TO 98% MAX. DRY DENSITY PER A.A.S.H.T.O. T-180 WEST PROPERTY LINE ±13' - 22' BANK 2% MAX. 4" THICK CONCRETE SIDEWALK PROPOSED BUILDING FF=10.00' BOTTOM OF STORAGE AREA #1 ELEVATION = 2.5' ELEV. ±5.0 - ±6.0 20'-29' STORAGE AREA #1 10' BANK 11'-17' LANDSCAPING 16' ASPHALT 24' DRIVE AISLE 16' ASPHALT 7' WALK 7.3' LANDACAPE ELEV. 8.5-9.8 ELEV. 8.5-9.8ELEV. 7.75-9.0 2-1/2" THICK ASPHALTIC CONCRETE 1-1/2" TYPE SP-12.5 SUPERPAVE STRUCTURAL COURSE WITH TACK COAT (BOTTOM) AND 1" TYPE SP-9.5 SUPERPAVE FRICTION COURSE (TOP) 8" LIMEROCK BASE MIN. LBR-100 COMPACTED TO 98% MAX. DRY DENSITY PER A.A.S.H.T.O. T-180 (APPLY PRIME COAT TO BASE) 12" STABILIZED SUBGRADE MIN. LBR-40 COMPACTED TO 98% MAX. DRY DENSITY PER A.A.S.H.T.O. T-180 2% MAX. 4" THICK CONCRETE SIDEWALK PROPOSED BUILDING FF=10.00'18'-30' SLOPE TO EXISTING 5' LANDSCAPING 16' ASPHALT 24' DRIVE AISLE 16' ASPHALT7' WALK 6.0' LANDACAPE ELEV. 8.5-9.8ELEV. 8.5-9.8 ELEV. 7.75-9.0 2-1/2" THICK ASPHALTIC CONCRETE 1-1/2" TYPE SP-12.5 SUPERPAVE STRUCTURAL COURSE WITH TACK COAT (BOTTOM) AND 1" TYPE SP-9.5 SUPERPAVE FRICTION COURSE (TOP) 8" LIMEROCK BASE MIN. LBR-100 COMPACTED TO 98% MAX. DRY DENSITY PER A.A.S.H.T.O. T-180 (APPLY PRIME COAT TO BASE) 12" STABILIZED SUBGRADE MIN. LBR-40 COMPACTED TO 98% MAX. DRY DENSITY PER A.A.S.H.T.O. T-180 4:1 MAX. 2: 1 M A X . 2 : 1 M A X . 4:1 MA X . 4:1 MAX.4:1 MA X . 4:1 MA X . 10:1 MAX. 5:1 MAX. MEET EXISTING GRADE ELEV. 4.4-6.0 1%1% 1%1% 1%1% TYPE "D" CURB TYPE "D" CURB TYPE "D" CURB TYPE "D" CURB SECTION A-A SCALE: N.T.S. SECTION B-B SCALE: N.T.S. SECTION C-C SCALE: N.T.S. PERIMETER WALL SHALL BE STRUCTURALLY DESIGNED AS A RETAINING WALL UP TO 100 YR FLOOD ELEVATION OF 7.80 NAVD PERIMETER WALL SHALL BE STRUCTURALLY DESIGNED AS A RETAINING WALL UP TO 100 YR FLOOD ELEVATION OF 7.80 NAVD ELEV. 5.0 RETAINING WALL (SEE STRUCTURAL) 2.5' MAX. 5:1 MAX. RETAINING WALL (SEE STRUCTURAL) 2.5' MAX. EAST PROPERTY LINE 8' 8' ELEV. 7.2 ELEV. 5.0 MIN. 18' PARKING SPACE 18' PARKING SPACE 18' PARKING 18' PARKING 18' PARKING SPACE 18' PARKING SPACE ELEV. ±5.8 - ±6.9 PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S 17 SW S SW S EW S EW S AS N O T E D 11 / 0 6 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 Chad Everett Edwards Florida P.E. No. 59306 ---- CR O S S S E C T I O N S C-09 9 PROPOSED BUILDING FF=10.00' 60' CONCRETE TRUCK LOADING DOCK 60' ASPHALT DRIVE AISLE ELEV. 6.0 ELEV. 5.10-4.90 12" STABILIZED SUBGRADE MIN. LBR-40 COMPACTED TO 98% MAX. DRY DENSITY PER A.A.S.H.T.O. T-180 PROPOSED BUILDING FF=10.00' ELEV. 6.0 60' CONCRETE TRUCK LOADING DOCK PROPOSED BUILDING FF=10.00' 24' DRIVE AISLE ±9.3' LANDACAPE ELEV. 8.5-6.0 2-1/2" THICK ASPHALTIC CONCRETE 1-1/2" TYPE SP-12.5 SUPERPAVE STRUCTURAL COURSE WITH TACK COAT (BOTTOM) AND 1" TYPE SP-9.5 SUPERPAVE FRICTION COURSE (TOP) 8" LIMEROCK BASE MIN. LBR-100 COMPACTED TO 98% MAX. DRY DENSITY PER A.A.S.H.T.O. T-180 (APPLY PRIME COAT TO BASE) 12" STABILIZED SUBGRADE MIN. LBR-40 COMPACTED TO 98% MAX. DRY DENSITY PER A.A.S.H.T.O. T-180 11' - 23' LANDSCAPE M.H.W.L.: 0.32' TOP OF SEAWALL ELEV. 7.0 TOP OF BERM MIN. ELEV. 7.8 ELEV. 6.6-9.1 ELEV. 6.6-9.1 1%1% 1% MIN.1% MIN. PROPOSED SEAWALL NORTH R/W LINE 2% MAX. SOUTH PROPERTY LINE 60' R/W S.W. 45TH STREET ±12' SWALE SIDEWALK ELEVATION SHALL MATCH EXISTING ROAD CROWN ELEVATION. AT NO INSTANCE SHALL THE SIDEWALK ELEVATION MIN. ELEV. 7.80 (TOP OF BERM) 4" THICK CONCRETE SIDEWALK ±5' PROPOSED SIDEWALK 12' UTILITY EASEMENT ±27' LANDSCAPING PROPOSED BUILDING FF=10.00'TOP OF BANK ELEV. 6.0 ±21' STORMWATER STORAGE/ SWALE ELEV. 4.0 EXISTING PAVEMENT TYPE "D" CURB TYPE "D" CURB SECTION D-D SCALE: N.T.S. SECTION E-E SCALE: N.T.S. SECTION F-F SCALE: N.T.S. 6" PCC CONCRETE (MIN. Fc=4,000 PSI, 28 DAYS WITH #3 BARS @ 18" O.C. E.W. 12" STABILIZED SUBGRADE MIN. LBR-40 COMPACTED TO 98% MAX. DRY DENSITY PER A.A.S.H.T.O. T-180 6" PCC CONCRETE (MIN. Fc=4,000 PSI, 28 DAYS WITH #3 BARS @ 18" O.C. E.W. 12" STABILIZED SUBGRADE MIN. LBR-40 COMPACTED TO 98% MAX. DRY DENSITY PER A.A.S.H.T.O. T-180 NORTH PROPERTY LINE GRADE AT BUILDING SHALL BE 6" ABOVE TOP OF CURB ELEVATION SWALE TO BE 6" DEEP MEASURED DOWN FROM THE EXISTING EDGE OF PAVEMENT ±5' LANDSCAPING ELEV. 6.5 4:1 MAX. 4: 1 M A X . 180' 2-1/2" THICK ASPHALTIC CONCRETE 1-1/2" TYPE SP-12.5 SUPERPAVE STRUCTURAL COURSE WITH TACK COAT (BOTTOM) AND 1" TYPE SP-9.5 SUPERPAVE FRICTION COURSE (TOP) 8" LIMEROCK BASE MIN. LBR-100 COMPACTED TO 98% MAX. DRY DENSITY PER A.A.S.H.T.O. T-180 (APPLY PRIME COAT TO BASE) PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S 17 SW S SW S EW S EW S AS N O T E D 11 / 0 6 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 Chad Everett Edwards Florida P.E. No. 59306 ---- CR O S S S E C T I O N S C-10 10 PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S 17 SW S SW S EW S EW S AS N O T E D 11 / 0 6 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 Chad Everett Edwards Florida P.E. No. 59306 ---- PA V I N G , G R A D I N G & D R A I N A G E D E T A I L S C-11 11 2-1/2" THICK ASPHALTIC CONCRETE 1-1/2" TYPE SP-12.5 SUPERPAVE STRUCTURAL COURSE WITH TACK COAT (BOTTOM) AND 1" TYPE SP-9.5 SUPERPAVE FRICTION COURSE (TOP) 8" LIMEROCK BASE MIN. LBR-100 COMPACTED TO 98% MAX. DRY DENSITY PER A.A.S.H.T.O. T-180 (APPLY PRIME COAT TO BASE) 12" STABILIZED SUBGRADE MIN. LBR-40 COMPACTED TO 98% MAX. DRY DENSITY PER A.A.S.H.T.O. T-180 PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S 17 SW S SW S EW S EW S AS N O T E D 11 / 0 6 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 Chad Everett Edwards Florida P.E. No. 59306 ---- PA V I N G , G R A D I N G & D R A I N A G E D E T A I L S 12 CATCH BASIN APRON DETAIL SECTION PLAN SCALE: NONE SECTION usD = S E E TA B L E ELEVATION EXFILTRATION TRENCH DETAIL SCALE: N.T.S. FINISH GRADE MAINTAIN MIN. COVER4'-0" MIN.STORM DRAINAGE STRUCTURE STAINLESS STEEL STRAP 3 4" WASHED ROCK 4'-0" MIN.STORM DRAINAGE STRUCTUREPERFORATED PIPE SOLID PIPE 1 STD PIPE LENGTH AVERAGE FINISH GRADE (MIN. EL.=4.75') 3 4" WASHED ROCK 2' MIN. W=8.0' ESTIMATED SEASONAL HIGH WATER LEVEL = 1.5' N.A.V.D. 24 " MI N . NOTES: 1. PIPES SHALL CONNECT TO ADDITIONAL CATCH BASINS AS REQUIRED. 2. BALLAST ROCK SHALL BE FROM FRESH WATER WASHED FREE OF DELETERIOUS MATTER. 3. TRENCH TO BE LINED WITH AMOCO PROPEX 4545 OR APPROVED EQUIVALENT TYPE FILTER FABRIC. OVERLAP TRENCH LINING MATERIAL A MINIMUM OF 2' AT TOP OF TRENCH. CLOSE ENDS AND STRAP AROUND PIPE. 4. BIO-BARRIER SHALL BE INSTALLED ADJACENT TO EXFILTRATION TRENCH WHEN EXISTING OR PROPOSED TREES ARE LOCATED WITHIN 10.0' OF CENTERLINE OF PIPE. INSTALLATION OF BIO-BARRIER SHALL BE IN ACCORDANCE WITH BIO-BARRIER DETAIL (SEE LANDSCAPE DRAWING DETAILS). BOTTOM OF TRENCH EL. = SEE TABLE TOP OF TRENCH EL. = 3.5' TOP OF TRENCH EL. = 3.5' SEE TABLE FOR PIPE INV. ELEV. 15", 18", 24" OR 36" PERF. PIPE (SEE PLAN) BOTTOM OF TRENCH EL. SEE TABLE D = S E E TA B L E 6" MI N . C-12 I.E.= -1.50 A CONTROL STRUCTURE #4 SCALE: N.T.S. ACCESS OPENING (TYP.- BOTH SIDES) A 8' - 0" 5' - 0 " PLANU.S. FOUNDRY FRAME No. 580 AND COVER 'E' (OR APPROVED EQUAL)U.S. FOUNDRY FRAME No. 4122-6172 AND GRATE 'AM' (OR APPROVED EQUAL)24" 8" 8" 6" No. 5 AT 6" O.C. EA. WAY34"24" 5' WEIR ELEV.=6.2 (N)7" 8" 3.5'4' 7" 6" 6" SECTION A-A No. 4 AT 12" (V) O.C. No. 4 AT 6" (H) O.C. (TYPICAL FOR ALL WALLS AND BAFFLES) 6" WASHED ROCKNo. 5 AT 12" O.C. EA. WAY 24 " SU M P 0.7' WEIR ELEV.=3.5 (N) 36" HP STORM; INV.= -0.25 18" HP STORM; INV. = -1.00 WEIR (EAST-WEST DIRECTION) SEE PLAN VIEW ABOVE SEE WEIR DETAIL ABOVE WEIR DETAIL 5' 2.15'2.15' 0.7' ELEV. 6.2 ELEV. 3.5 I.E.=- 1.00 A CONTROL STRUCTURE #5 SCALE: N.T.S. ACCESS OPENING (TYP.- BOTH SIDES) A 8' - 0" 5' - 0 " PLANU.S. FOUNDRY FRAME No. 580 AND COVER 'E' (OR APPROVED EQUAL)U.S. FOUNDRY FRAME No. 4122-6172 AND GRATE 'AM' (OR APPROVED EQUAL)24" 8" 8" 6" No. 5 AT 6" O.C. EA. WAY34"24" 5' WEIR ELEV.=3.57" 8" 3.5'4' 7" 6" 6" SECTION A-A No. 4 AT 12" (V) O.C. No. 4 AT 6" (H) O.C. (TYPICAL FOR ALL WALLS AND BAFFLES) 6" WASHED ROCKNo. 5 AT 12" O.C. EA. WAY 24 " SU M P PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S 17 SW S SW S EW S EW S AS N O T E D 11 / 0 6 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 Chad Everett Edwards Florida P.E. No. 59306 ---- PA V I N G , G R A D I N G & D R A I N A G E D E T A I L S C-13 13 PLAN VIEW LC LCLC PROFILE 0. 2 " 0. 9 " 2. 3 5 " 2.35" TYPICAL WIDTH 24 " N.T.S. 2 EACH DUMP STRAPS EXPANSION RESTRAINT (1/4" NYLON ROPE, 2" FLAT WASHERS) DUMP STRAP 1" REBAR FOR BAG REMOVAL FROM INLET SILTSACK DUMP STRAP DE P T H = D WID T H = W OPTIONAL METAL HANGING FRAME FOR TRAFFIC CONDITIONS LENGTH = WIDTH = DEPTH = QUANTITY = ___________ ___________ ___________ ___________ LENGTH = L INLET SEDIMENT CONTROL DEVICE INSTALLATION DETAIL BAG DETAIL TYPICAL PAVEMENT INTERFACE SCALE: N.T.S. SAW CUT AND STRIP BACK PAVEMENT AS SHOWN AND CONNECT TO EXISTING PAVEMENT 6"6" 4" 8" NEW LIMEROCK BASE (MIN LBR=100) 12" COMPACTED SUB-BASE (MIN LBR=40) 2.5" THICK ASPHALTIC CONCRETE - 1 1/4" TYPE SP-9.5 SUPERPAVE STRUCTURAL COURSE WITH TACK COAT (BOTTOM) AND 1 1/4" SP-9.5 SUPERPAVE FRICTION COURSE (TOP) SECTION TYPE 'B' JOINT 12 " ELEVATION 5' TYPICAL PLAN 5 FEET CENTER TO CENTER ON SIDEWALKS."B" TYPE LOCATION TABLE OF SIDEWALK JOINTS TYPE 'B' JOINT TYPE 'B' JOINT TYPE 'B' JOINT TYPE 'B' JOINTTYPE 'B' JOINT TYPE 'B' JOINT SLOPE 1/8"-1/4" UNLESS OTHERWISE NOTED CONCRETE SIDEWALK 1/8" 1- 1 / 2 " 1/4"R COMPACTED SUBGRADE SIDEWALK DETAILS SCALE: N.T.S. NOTES: 1. SIDEWALK SHALL BE 4" THICK EXCEPT IN DRIVEWAYS AND BROWARD COUNTY R/W WHERE THE THICKNESS SHALL BE 6". 2. SUBGRADE BELOW SIDEWALK SHALL BE COMPACTED TO 98% OF MAX. DENSITY PER A.A.S.H.T.O. T-180. 3. CONCRETE STRENGTH SHALL BE MIN. 3000 PSI @ 28 DAYS. PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S 17 SW S SW S EW S EW S AS N O T E D 11 / 0 6 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 Chad Everett Edwards Florida P.E. No. 59306 ---- PA V E M E N T M A R K I N G A N D S I G N A G E D E T A I L S C-14 14 WITH FLORIDA AND ADA REQUIREMENTS SCALE: N.T.S. ACCESSIBLE PARKING SPACE COMPLYING 6" 2" 6" 6" 2" 6" WHITEBLUE BLUEWHITE BLUE STRIPES PER (4.6.4) AND / OR 316.1955(4xa) FTP-20-06 PER FDOT INDEX NO. 17355 12" 18 " 7' - 6 " F.D.O.T. HANDICAP RAMP ACCESSIBLE PARKING SIGN (RECOMMENDED LOCATION) FDOT - NO. FTP-20-06 TYPE 'F' CURB & GUTTER 20 ' ( T Y P . ) 12'9' MIN.5' ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2%) IN ALL DIRECTIONS (4.6.3) ACCESSIBLE PARKING SIGN (RECOMMENDED LOCATION) FDOT - NO. FTP-20-06 PAVEMENT LOGO PER FDOT INDEX No. 17346 SIZE 3' FEET OR 5 FEET IN HEIGHT AND WHITE IN COLOR PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S 17 SW S SW S EW S EW S AS N O T E D 11 / 0 6 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 Chad Everett Edwards Florida P.E. No. 59306 ---- WA T E R & S E W E R D E T A I L S C-15 15 PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S 17 SW S SW S EW S EW S AS N O T E D 11 / 0 6 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 Chad Everett Edwards Florida P.E. No. 59306 ---- WA T E R & S E W E R D E T A I L S 16 C-16 PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S 17 SW S SW S EW S EW S AS N O T E D 11 / 0 6 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 Chad Everett Edwards Florida P.E. No. 59306 ---- WA T E R & S E W E R D E T A I L S 17 C-17 A-0 CONSTELLATION PREPARED FOR TWO SPEC WAREHOUSE BUILDINGS 4491 ANGLERS AVE . DANIA BEACH, FL 33312 LOCATED AT REAL ESTATE PARTNERS BANYAN BAY INDUSTRIAL BUSINESS PARK CONSTELLATION BANYAN BAY CONSTELLATION BANYAN BAY 44914491 SI T E D E T A I L S A- 1 CO N S T E L L A T I O N PR E P A R E D F O R IN D U S T R I A L B U S I N E S S P A R K DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E RE A L E S T A T E P A R T N E R S BA N Y A N B A Y A- 2 FL O O R P L A N CO N S T E L L A T I O N PR E P A R E D F O R IN D U S T R I A L B U S I N E S S P A R K DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E RE A L E S T A T E P A R T N E R S BA N Y A N B A Y BU I L D I N G 1 A- 3 FL O O R P L A N CO N S T E L L A T I O N PR E P A R E D F O R IN D U S T R I A L B U S I N E S S P A R K DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E RE A L E S T A T E P A R T N E R S BA N Y A N B A Y BU I L D I N G 2 4491 TENANT SIGNAGE TENANT SIGNAGE TENANT SIGNAGE 4491 TENANT SIGNAGE 4491 4491 4491 4491 A- 4 CO N S T E L L A T I O N PR E P A R E D F O R IN D U S T R I A L B U S I N E S S P A R K DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E RE A L E S T A T E P A R T N E R S BA N Y A N B A Y EL E V A T I O N S BU I L D I N G 1 4491 TENANT SIGNAGE TENANT SIGNAGE TENANT SIGNAGE 4491 TENANT SIGNAGE 4491 4491 4491 4491 A- 5 CO N S T E L L A T I O N PR E P A R E D F O R IN D U S T R I A L B U S I N E S S P A R K DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E RE A L E S T A T E P A R T N E R S BA N Y A N B A Y EL E V A T I O N S BU I L D I N G 2 4491 TENANT SIGNAGE TENANT SIGNAGE TENANT SIGNAGE EN T R Y DE T A I L S A- 6 CO N S T E L L A T I O N PR E P A R E D F O R IN D U S T R I A L B U S I N E S S P A R K DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E RE A L E S T A T E P A R T N E R S BA N Y A N B A Y T E N A N T S I G N T E N A N T S I G N T E N A N T S I G N T E N A N T S I G N T E N A N T S I G N T E N A N T S I G N A - 7 C O L O R E D E L E V A T I O N S 4 4 9 1 4 4 9 1 4 4 9 1 4 4 9 1 E A S T E L E V A T I O N W E S T E L E V A T I O N N O R T H E L E V A T I O N S O U T H E L E V A T I O N PE R S P E C T I V E VI E W S A- 8 CO N S T E L L A T I O N PR E P A R E D F O R IN D U S T R I A L B U S I N E S S P A R K DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E RE A L E S T A T E P A R T N E R S BA N Y A N B A Y SA MH: 25 SA MH: 25 SA MH: 25 SA MH: 25 SA MH: 25 SA MH: 25 SA MH: 25 SA MH: 25 SA MH: 25 WA MH: 30 WA MH: 30 WA MH: 30 WA MH: 30 WA MH: 30 WA MH: 30 WA MH: 30 WA MH: 30 SA MH: 25 SA MH: 25 SA MH: 25 SA MH: 25 SA MH: 25SA MH: 25 FP L FP L 0.6 0.6 0.6 1.0 1.1 1.0 1.4 1.6 1.5 0.7 0.8 0.7 0.7 0.6 0.8 1.0 2.0 2.1 1.8 1.4 1.2 1.3 1.2 1.2 1.4 2.0 3.0 4.5 3.0 2.8 2.1 1.5 1.7 1.8 1.8 1.6 2.0 2.7 3.8 5.0 4.9 4.4 3.1 2.3 1.8 4.5 4.0 2.7 1.8 2.4 2.4 2.1 1.7 2.0 2.6 3.5 3.6 3.0 2.2 1.9 1.7 1.2 5.7 5.2 3.8 2.0 1.5 1.4 1.2 0.8 5.9 5.1 4.0 2.1 1.1 1.0 0.7 5.3 4.7 3.3 2.0 0.8 0.6 3.8 3.5 2.6 1.8 0.6 0.7 0.7 0.6 0.6 0.5 2.9 2.9 2.5 1.9 0.6 0.8 0.8 0.8 0.8 0.7 2.7 2.8 2.6 2.0 0.7 1.0 1.2 1.2 1.2 1.0 2.7 2.7 2.3 1.9 0.8 1.2 1.5 1.6 1.7 1.5 2.6 2.3 1.9 1.4 0.8 1.2 1.5 2.0 2.3 2.0 3.2 3.3 2.8 2.1 1.6 1.2 0.8 1.2 1.7 2.4 3.2 3.1 4.8 4.9 3.4 2.2 1.6 1.1 0.9 1.4 1.9 3.2 4.8 4.7 5.7 5.7 4.7 2.3 1.6 1.0 0.9 1.5 2.2 4.6 5.6 5.7 5.7 5.7 4.5 2.3 1.6 1.0 0.9 1.5 2.2 4.3 5.6 5.6 4.7 4.7 3.2 2.1 1.5 1.0 0.9 1.4 1.9 3.1 4.6 4.5 3.2 3.4 2.7 1.9 1.5 1.0 0.9 1.3 1.7 2.4 3.1 3.0 2.5 2.8 2.5 2.1 1.6 1.1 0.9 1.3 1.7 2.1 2.4 2.1 2.3 2.6 2.5 2.4 1.9 1.2 1.0 1.5 1.8 1.9 2.0 1.6 2.4 2.6 2.6 2.4 1.9 1.2 1.1 1.5 1.7 1.8 1.8 2.5 2.7 2.4 2.1 1.6 1.1 1.2 1.7 1.7 1.8 1.8 3.3 3.1 2.4 1.8 1.4 1.0 1.2 1.7 1.9 2.0 2.0 4.6 4.1 2.9 1.9 1.4 0.9 1.1 1.5 1.9 2.3 2.4 5.8 5.2 3.8 2.1 1.4 0.9 1.1 1.5 2.1 2.9 3.5 5.9 5.1 4.0 2.1 1.4 0.9 1.2 1.7 2.6 3.9 5.0 5.4 4.7 3.3 2.0 1.4 1.2 1.9 3.1 4.9 5.7 3.8 3.4 2.5 1.8 1.4 1.9 3.1 5.0 5.7 2.8 2.8 2.4 1.9 1.5 1.8 2.7 3.9 5.0 2.5 2.6 2.5 2.2 1.7 1.7 2.3 3.1 3.5 2.5 2.6 2.6 2.4 1.8 1.9 2.3 2.7 2.7 2.5 2.6 2.4 2.1 1.6 1.7 2.3 2.5 2.6 2.5 3.1 2.8 2.3 1.8 1.3 1.8 2.4 2.5 2.6 2.5 4.2 3.4 2.4 1.7 1.3 1.6 2.1 2.4 2.7 2.6 5.8 4.8 3.0 1.9 1.3 0.9 1.4 1.8 2.5 3.1 3.3 5.7 4.8 3.2 1.9 1.3 0.9 1.4 1.9 2.9 4.1 4.6 2.7 5.8 4.7 3.0 1.8 1.2 0.9 1.4 2.1 3.9 5.2 5.8 2.0 4.2 3.4 2.3 1.7 1.2 0.9 1.5 2.1 4.1 5.1 5.9 1.5 3.0 2.7 2.1 1.6 1.2 0.9 1.4 2.0 3.4 4.8 5.4 1.5 2.5 2.5 2.3 1.9 1.3 1.0 1.4 1.9 2.6 3.5 3.8 1.7 2.5 2.6 2.5 2.2 1.5 1.0 1.5 1.9 2.4 2.8 2.7 2.0 2.8 2.8 2.7 2.2 1.5 1.2 1.8 2.3 2.5 2.6 2.4 2.3 3.1 2.9 2.4 1.9 1.3 1.3 2.0 2.5 2.6 2.7 2.3 3.0 3.9 3.1 2.2 1.7 1.2 1.2 1.8 2.3 2.5 2.7 2.3 4.4 5.4 3.8 2.4 1.7 1.1 1.1 1.6 2.0 2.6 3.0 2.8 5.1 5.8 5.0 2.6 1.8 1.1 1.0 1.5 2.0 2.9 4.0 3.9 4.7 5.4 4.8 2.5 1.7 1.1 1.0 1.6 2.3 4.2 5.5 5.4 3.5 4.4 3.2 2.2 1.5 1.1 1.1 1.7 2.4 5.0 5.5 5.8 2.2 2.9 2.4 1.7 1.3 1.1 1.1 1.7 2.3 4.2 5.5 5.4 1.5 2.0 1.8 1.5 1.2 1.1 1.3 1.6 2.0 2.8 3.9 3.8 1.0 1.4 1.4 1.4 1.5 1.5 1.5 1.5 1.7 1.9 2.4 2.8 2.5 0.8 1.0 1.1 1.1 1.1 1.8 1.8 1.6 1.8 1.8 1.9 2.0 2.0 1.7 0.7 0.8 0.8 0.9 1.0 1.3 1.7 2.0 2.5 3.2 4.7 4.8 3.7 2.7 2.2 1.8 1.4 1.1 1.1 1.4 1.8 2.1 2.4 3.4 2.6 2.2 1.9 1.5 1.2 1.7 1.6 1.5 1.2 0.5 0.6 0.7 0.9 1.2 1.7 2.2 3.1 4.5 5.7 5.5 5.2 3.5 2.4 1.8 1.4 1.1 1.1 1.4 1.8 2.2 3.0 4.4 5.4 5.5 4.9 3.3 2.5 1.9 1.5 1.2 1.1 1.4 1.8 2.2 2.8 3.7 5.0 4.9 4.2 3.0 2.3 1.8 1.4 1.1 1.0 1.3 1.7 2.0 2.5 3.3 4.8 4.8 3.7 1.7 1.5 1.3 1.1 1.0 0.8 1.0 1.3 1.7 2.4 3.7 4.8 5.0 4.1 2.7 1.8 1.4 1.1 0.9 0.9 1.2 1.5 2.0 3.0 4.5 5.7 5.8 5.1 3.4 2.3 1.7 1.3 1.0 1.0 1.3 1.7 2.2 3.2 4.6 5.7 5.7 5.3 3.6 2.4 1.8 1.4 1.1 1.0 1.3 1.7 2.2 3.1 4.5 5.7 5.5 5.2 3.5 2.5 1.9 1.6 1.2 0.9 1.0 0.8 0.7 0.7 0.9 1.2 1.6 2.3 3.5 4.6 4.8 4.0 2.7 1.8 1.4 1.1 0.8 0.00.00.00.10.10.10.10.20.20.20.20.20.30.50.40.30.20.10.10.10.10.10.10.10.10.20.30.30.30.20.20.10.10.10.10.10.10.10.10.10.20.20.20.20.10.10.10.10.10.10.10.10.10.10.10.20.20.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 3.2 3.4 2.8 2.1 4.8 5.1 3.6 2.6 6.2 6.5 5.2 3.1 6.5 6.5 5.7 3.3 5.7 6.0 4.4 3.2 2.5 2.5 2.2 1.9 1.6 1.5 1.8 4.3 4.4 3.7 3.0 2.6 2.2 2.0 3.6 3.4 2.7 2.2 1.8 1.6 1.8 3.3 3.6 3.3 2.9 2.6 2.3 2.2 2.5 3.0 3.5 3.6 5.1 4.7 3.6 2.8 2.0 1.8 1.8 2.8 3.0 3.0 2.9 2.7 2.5 2.5 3.2 3.9 4.9 5.1 6.0 5.3 4.7 3.3 2.3 1.9 1.9 2.5 2.6 2.6 2.7 2.7 2.5 2.7 3.9 4.7 5.2 6.0 6.1 5.3 4.8 3.5 2.4 2.0 1.9 2.2 2.2 2.2 2.3 2.4 2.5 2.8 4.1 4.9 5.3 6.2 5.7 5.4 4.3 3.3 2.5 2.2 2.0 2.1 2.0 2.1 2.2 2.3 2.5 2.7 3.6 4.5 5.5 5.6 4.6 4.4 3.6 3.0 2.6 2.3 2.2 2.1 2.0 2.0 2.2 2.4 2.5 2.7 3.2 3.8 4.5 4.5 3.8 3.9 3.5 3.1 2.7 2.5 2.3 2.2 2.0 2.1 2.3 2.5 2.7 2.9 3.2 3.6 3.9 3.6 3.4 3.6 3.5 3.2 2.8 2.6 2.4 2.2 2.0 2.1 2.3 2.5 2.7 3.0 3.3 3.5 3.6 3.2 3.5 3.7 3.4 3.1 2.8 2.6 2.4 2.2 2.0 2.0 2.3 2.5 2.7 3.0 3.3 3.6 3.7 3.2 4.1 3.9 3.5 3.0 2.7 2.5 2.4 2.1 2.0 2.0 2.2 2.4 2.6 2.9 3.3 3.7 4.1 3.7 4.9 4.5 3.6 3.0 2.6 2.4 2.2 2.0 1.9 1.9 2.1 2.3 2.5 2.8 3.4 4.1 4.8 4.5 5.9 5.4 4.5 3.2 2.5 2.2 2.1 1.9 1.8 1.9 2.0 2.2 2.4 2.9 4.2 4.9 5.8 5.7 6.1 5.5 5.1 3.2 2.5 2.2 2.0 1.8 1.8 1.8 2.0 2.1 2.4 2.9 4.7 4.9 5.7 6.2 6.1 5.6 4.8 3.3 2.5 2.2 2.0 1.9 1.8 1.9 2.0 2.2 2.4 2.9 4.4 5.2 5.7 5.9 5.3 4.9 3.8 3.1 2.6 2.3 2.2 2.0 1.9 2.0 2.1 2.3 2.5 2.9 3.7 4.5 5.3 5.0 4.4 4.1 3.6 3.0 2.7 2.5 2.3 2.1 2.0 2.1 2.3 2.5 2.7 2.9 3.4 4.0 4.4 3.9 3.8 3.8 3.5 3.1 2.8 2.6 2.4 2.1 2.0 2.1 2.4 2.6 2.8 3.1 3.4 3.7 3.8 3.3 3.6 3.6 3.5 3.1 2.8 2.6 2.4 2.1 2.0 2.1 2.4 2.5 2.8 3.1 3.5 3.7 3.7 3.1 3.3 3.9 3.8 3.4 3.1 2.8 2.6 2.4 2.1 2.0 2.1 2.3 2.5 2.8 3.1 3.5 3.9 4.0 3.2 4.0 4.6 4.1 3.5 2.9 2.6 2.4 2.3 2.1 2.0 2.1 2.3 2.4 2.7 3.0 3.6 4.2 4.7 3.9 5.1 5.6 4.8 4.0 3.0 2.5 2.3 2.1 1.9 1.9 1.9 2.1 2.3 2.6 3.1 4.1 5.1 5.8 5.8 5.9 5.3 4.8 3.0 2.5 2.2 2.0 1.9 1.8 1.9 2.0 2.2 2.5 3.2 5.0 5.6 6.0 5.9 5.9 5.2 4.8 3.0 2.5 2.2 2.0 1.8 1.8 1.9 2.0 2.2 2.5 3.2 5.0 5.6 6.0 5.3 5.8 4.9 4.1 3.0 2.5 2.3 2.1 1.9 1.8 1.9 2.1 2.3 2.5 3.1 4.2 5.1 5.8 4.2 4.8 4.2 3.5 2.9 2.6 2.4 2.2 2.0 1.9 2.0 2.3 2.4 2.6 3.0 3.5 4.3 4.7 3.5 4.1 3.8 3.5 3.0 2.7 2.5 2.3 2.1 2.0 2.1 2.4 2.6 2.8 3.1 3.5 3.9 4.0 3.2 3.7 3.6 3.4 3.0 2.7 2.5 2.3 2.1 2.0 2.1 2.4 2.6 2.8 3.1 3.5 3.6 3.6 3.3 3.8 3.7 3.3 3.0 2.7 2.5 2.3 2.0 2.0 2.1 2.3 2.5 2.8 3.1 3.5 3.7 3.7 3.9 4.3 3.8 3.3 2.8 2.6 2.4 2.2 2.0 1.9 2.0 2.3 2.4 2.7 3.0 3.5 4.1 4.2 5.0 5.0 4.2 3.4 2.7 2.4 2.2 2.0 1.8 1.8 1.9 2.1 2.3 2.5 3.1 3.7 4.7 5.1 5.9 5.5 4.9 4.1 2.6 2.2 2.0 1.8 1.6 1.6 1.7 1.9 2.1 2.4 3.3 4.6 5.6 6.0 6.2 5.2 4.5 4.1 2.5 2.0 1.8 1.6 1.5 1.5 1.6 1.7 1.9 2.3 3.1 4.9 5.2 6.0 5.6 5.3 4.5 3.7 2.3 1.9 1.7 1.6 1.4 1.4 1.5 1.6 1.8 2.1 3.0 4.2 5.3 5.7 4.2 4.1 3.3 2.6 2.0 1.7 1.6 1.5 1.4 1.4 1.4 1.5 1.6 1.8 2.4 3.1 4.0 4.4 2.8 3.0 2.6 2.1 1.7 1.5 1.5 1.4 1.3 1.3 1.4 1.5 1.5 1.6 2.0 2.5 2.9 3.1 2.0 2.3 2.1 1.9 1.6 1.4 1.4 1.3 1.2 1.2 1.3 1.4 1.4 1.5 1.8 2.1 2.2 2.2 1.6 1.8 1.8 1.7 1.6 1.5 1.4 1.2 1.1 1.1 1.2 1.3 1.4 1.6 1.7 1.8 1.8 1.7 1.2 1.1 1.0 1.1 1.2 1.1 1.1 1.1 1.3 1.2 1.2 Luminaire Schedule Symbol Qty Label Arrangement Description LLF Luminaire Lumens Luminaire Watts Total Watts 8 WA Single Xtra Light VNTL-40000L-40K-DIM-4S-N-XX-XX 0.900 39969 280.2 2241.6 15 SA Single Xtra Light VNTL-30000L-40K-DIM-4S-N-XX-XX-HSS 0.900 20773 217 3255 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Parking and Drive Lane Illuminance Fc 2.41 5.9 0.5 4.82 11.80 Property Line Illuminance Fc 0.08 0.5 0.0 N.A.N.A. Truck Court Illuminance Fc 3.03 6.5 1.0 3.03 6.50 PH O T O M E T R I C SI T E P L A N A- 9 CO N S T E L L A T I O N PR E P A R E D F O R IN D U S T R I A L B U S I N E S S P A R K DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E RE A L E S T A T E P A R T N E R S BA N Y A N B A Y A- 1 0 RO O F P L A N CO N S T E L L A T I O N PR E P A R E D F O R IN D U S T R I A L B U S I N E S S P A R K DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E RE A L E S T A T E P A R T N E R S BA N Y A N B A Y BU I L D I N G 1 A- 1 1 RO O F P L A N CO N S T E L L A T I O N PR E P A R E D F O R IN D U S T R I A L B U S I N E S S P A R K DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E RE A L E S T A T E P A R T N E R S BA N Y A N B A Y BU I L D I N G 2 FP L FP L GA S GA S GA S GA S GA S GA S GAS AR D D CB D ZONING: IROM USE: WAREHOUSE - 2 FLOORS ZONING: RS-6000 USE: SINGLE FAMILY RESIDENTIAL, 2 FLOORS ZONING: RS-6000 USE: SINGLE FAMILY RESIDENTIAL, 1 FLOOR ZONING: RS-6000 USE: SINGLE FAMILY RESIDENTIAL, 1 FLOOR ZONING: RS-6000 USE: SINGLE FAMILY RESIDENTIAL DANIA CUT-OFF CANAL ZONING: IROM USE: WAREHOUSE - 2 FLOORS ZONING: IROM-AA USE: MARINA - 1 FLOOR ZONING: IROM-AA USE: MARINA - 1 FLOOR SW 45TH STREET RA V E N S W O O D R O A D ZONING: C-2 USE: RESTAURANT - 1 FLOOR ZONING: RS-6000 USE: SINGLE FAMILY - 1 FLOOR 86.9' 75.1' 65.5' 103.9' ZONING: RS-6000 USE: SINGLE FAMILY RESIDENTIAL, 1 FLOOR 60.0' 50.2' 99.2'DANIA CUT-OFF CANAL 5.9820 35.0' 24.0'24.0' PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S Erik W. Schofield Florida P.L.A. No. 6667682 20 SW P EW S EW S EW S AS N O T E D 12 / 5 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 1 CI T Y C O M M I S S I O N S U B M I T T A L L 01 / 2 4 / 2 0 2 5 OV E R A L L S I T E P L A N 0 40'80' SCALE:1"=40'-0" 20' SP-1 SP-2 SP-3 SP-4 OSP 2 LEGAL DESCRIPTION: PARCEL 1: PARCEL 1 OF MVL PLAT, ACCORDING TO THE PLAT THEREOF, AS RECOREDED IN PLAT BOOK 164, PAGE 1, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. PARCEL 2: THE SOUTH 300 FEET LESS THE SOUTH 25 FEET AND LESS THE WEST 120 FEET OF TRACT 5, IN BLOCK 4, OF SECTION 29, TOWNSHIP 50 SOUTH, RANGE 42 EAST, ACCORDING TO THE MARSHALL EVERGLADES LAND COMPANY ANMEDED PLAT OF SECTIONS 28, 29, 31, AND 32, TOWNSHIP 50 SOUTH, RANGE 42 EAST, RECORDED IN PLAT BOOK 2, PAGE 32, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, SAID LANDS SITUATE, LYING AND BEING IN BROWARD COUNTY, FLORIDA. PARCEL 3: THE EAST 142 FEET OF THAT PART OF TRACT 5, IN BLOCK 4, LYING SOUTH OF DANIA CUT-OFF CANAL, EXCEPTING THEREFROM THE SOUTH 300 FEET OF SAID TRACT, ALL BEING LOCATED IN BLOCK 4 OF SECTION 29, TOWNSHIP 50 SOUTH, RANGE 42 EAST, RECORDED IN PLAT BOOK 2, PAGE 32, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; SAID LANDS SITUATE, LYING AND BEING IN BROWARD COUNTY, FLORIDA. SAID LANDS SITUATE IN THE CITY OF DANIA, BROWARD COUNTY, FLORIDA, CONTAINING 456,962 SQUARE FEET OR 10.490 ACRES MORE OR LESS. LEGEND PROPOSED FDC PROPOSED FIRE HYDRANT PROPERTY LINE POST AND PANEL INFORMATIONAL SIGN (TYP.) PROPOSED CONCRETE EOW (EDGE OF WATER) PROPOSED CURBING - TYPE "D" PROPOSED LIGHT POLE (REFER TO ELECTRICAL DWGS.) BUILDING SETBACK LINE FIRE TRUCK TURNING RADIUS PROPOSED EASEMENT FP L 5 2 . 5 2. 5 5 24.0' 10 . 7 ' 10 . 7 ' 10 . 7 ' 10 . 7 ' 9. 0 ' TY P . 16.0' PROPOSED LAKE PROPOSED DETENTION AREA 16.0' 12 . 0 ' CONCRETE CURBING CONCRETE CURBING PROPERTY LINE PROPERTY LINE PROPOSED SEAWALL - SEE ENGINEERING DWGS. 28 . 0 ' 17 . 6 ' 12 . 0 ' MAIL KIOSK LOCATION 2.0' OVERHANG 2.0' OVERHANG BUILDING 2 77,548 S.F. F.F.E. +10.0' R 1 5 . 0 ' R 3 9 . 0 ' 10.7' R25 . 0 ' R25. 0 ' 24 . 0 ' 30.0' 56 . 0 ' 57 . 6 ' 143.7' MIN. 48 . 3 ' PROPOSED 8' HT. MASONRY WALL; TO MATCH WALL ACROSS 45TH ST. TO SOUTH. SEE DETAIL SHEET SP-4 TOP OF BANK EDGE OF WATER PROPOSED LIGHT POLE - SEE MEP PLAN 50' SETBACK LINE PROPOSED LIGHT POLE - SEE MEP PLAN DUMPSTER ENCLOSURE- SEE ARCH. DWGS. SHEET A-1 FOR DETAILS TRUCK COURT TRUCK COURT (1) 45'x16' LOADING SPACE 24.6' 20.0' PROPOSED WATER MAIN EASEMENT 2.0' OVERHANG (TYP.) 2.0' OVERHANG (TYP.) 2.0' OVERHANG (TYP.) PROPOSED RETAINING WALL- SEE CIVIL PLANS 8. 0 ' 5. 7 ' 12.8' PROPOSED BIKE RACK FOR EIGHT (8) BIKES 20' SETBACK LINE 18.0' TYP. 16 . 0 ' 18.0' TYP. 12.1' MIN. 12 . 0 ' 5. 0 ' 16.0' 18.0' TYP. 144.4' (1) 45'x16' LOADING SPACE (1) 45'x16' LOADING SPACE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 29 30 31 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S Erik W. Schofield Florida P.L.A. No. 6667682 20 SW P EW S EW S EW S AS N O T E D 12 / 5 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 1 CI T Y C O M M I S S I O N S U B M I T T A L L 01 / 2 4 / 2 0 2 5 SI T E P L A N MA T C H L I N E - S E E S H E E T S P - 2 MATCHLINE - SEE SHEET SP-3 0 20'40' SCALE:1"=20'-0" 10'SP-1 3 LEGEND PROPOSED FDC PROPOSED FIRE HYDRANT PROPERTY LINE POST AND PANEL INFORMATIONAL SIGN (TYP.) PROPOSED CONCRETE EOW (EDGE OF WATER) PROPOSED CURBING - TYPE "D" PROPOSED LIGHT POLE (REFER TO ELECTRICAL DWGS.) BUILDING SETBACK LINE FIRE TRUCK TURNING RADIUS PROPOSED EASEMENT FP L GA S GA S W W W W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM D CB DRA V E N S W O O D R O A D 11 . 7 ' 10 . 7 ' 10 . 7 ' 9. 0 ' TY P . 16.0' TYP. 12 . 0 ' 16.0' CONCRETE CURBING CONCRETE CURBING 10.7' CONCRETE CURBING PROPERTY LINE PROPOSED SEAWALL - SEE ENGINEEERING DWGS. 16.0' MAIL KIOSK LOCATION 7.0' BUILDING 1 91,738 S.F. F.F.E. +10.0' 28 . 0 ' R25 . 0 ' R25.0 ' 24 . 0 ' R5.0' R5 . 0 ' 5. 0 ' 98.2' 43 . 9 ' 54 . 8 ' 15.6' 15.8' 12 . 0 ' 10 . 0 ' 10 . 7 ' 5. 0 ' 12 . 0 ' PROPOSED LIGHT POLE - SEE MEP PLAN PROPOSED LIGHT POLE - SEE MEP PLAN 12.0' EXISTING U.E. 30.5' 20' SETBACK LINE DUMPSTER ENCLOSURE- SEE ARCH. DWGS. SHEET A-1 FOR DETAILS TRUCK COURT TRUCK COURT PROPERTY LINE / ROW LINE 24.3' FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM 20 . 0 ' P R O P O S E D W A T E R MA I N EA S E M E N T 20.0' PROPOSED WATER MAIN EASEMENT 2.0' OVERHANG 2.0' OVERHANG 2.0' OVERHANG 2.0' OVERHANG (TYP.) 2.0' OVERHANG (TYP.) 2.0' OVERHANG (TYP.) 16 . 0 ' 40' SETBACK LINE 75.1' 15.5' 18.0' TYP. 16.0' 18.0' 2.0' 18.0' TYP. 11.0' MIN. PROPOSED BIKE RACK FOR EIGHT (8) BIKES 5.0' R1 5 . 0 ' 24 . 0 ' (1) 45'x16' LOADING SPACE (1) 45'x16' LOADING SPACE (1) 45'x16' LOADING SPACE 86 85 84 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 111 135 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S Erik W. Schofield Florida P.L.A. No. 6667682 20 SW P EW S EW S EW S AS N O T E D 12 / 5 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 1 CI T Y C O M M I S S I O N S U B M I T T A L L 01 / 2 4 / 2 0 2 5 S I T E P L A N MA T C H L I N E - S E E S H E E T S P - 1 . 0 2 MATCHLINE - SEE SHEET SP-1.04 0 20'40' SCALE:1"=20'-0" 10' 4 SP-2 LEGEND PROPOSED FDC PROPOSED FIRE HYDRANT PROPERTY LINE POST AND PANEL INFORMATIONAL SIGN (TYP.) PROPOSED CONCRETE EOW (EDGE OF WATER) PROPOSED CURBING - TYPE "D" PROPOSED LIGHT POLE (REFER TO ELECTRICAL DWGS.) BUILDING SETBACK LINE FIRE TRUCK TURNING RADIUS PROPOSED EASEMENT SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WWWWWWWWWWWWWWWW FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM LANDSCAPE ISLAND, TYPICAL 10 . 7 ' 16.1' 9. 0 ' TY P . 16.0' 12 . 0 ' 16.0' CONCRETE CURBING 5' PROPOSED CONC. SIDEWALKPROPERTY LINE/ ROW LINE PROPERTY LINE 5. 0 ' 2.0' OVERHANG BUILDING 2 77,548 S.F. F.F.E. +10.0' R2 5 . 0 ' R 2 5 . 0 ' R20 . 0 ' 35.0' 7.0' 210.6' 50 . 8 ' 5' PROPOSED CONC. SIDEWALK PROPERTY LINE / ROW LINE 24.0'PROPOSED 8' HT. MASONRY WALL; TO MATCH EXISTING WALL ACROSS 45TH ST. TO SOUTH. SEE DETAIL ON SHEET SP-4. TOP OF BANK EDGE OF WATER PROPOSED LIGHT POLE - SEE MEP PLAN 5. 0 ' 12.0' EXISTING U.E. 50' SETBACK LINE PROPOSED LAKE 40' SETBACK LINE 40' SETBACK LINE 5. 0 ' TRUCK COURT TOP OF BANK EDGE OF WATER FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM 2.0' OVERHANG (TYP.) PROPOSED RETAINING WALL- SEE CIVIL PLANS 35.0' 24.0' 50.2' 18.0' TYP. 12.1' MIN. 18.0' TYP. 53 . 1 ' 2.0' OVERHANG (TYP.) 20.0' PROPOSED WATER MAIN EASEMENT SW 45TH STREET (1) 45'x16' LOADING SPACE 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 R 1 5 . 0 ' 35.0' 24.0' PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S Erik W. Schofield Florida P.L.A. No. 6667682 20 SW P EW S EW S EW S AS N O T E D 12 / 5 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 1 CI T Y C O M M I S S I O N S U B M I T T A L L 01 / 2 4 / 2 0 2 5 SI T E P L A N MA T C H L I N E - S E E S H E E T S P - 4 MATCHLINE - SEE SHEET SP-1 0 20'40' SCALE:1"=20'-0" 10'SP-3 5 LEGEND PROPOSED FDC PROPOSED FIRE HYDRANT PROPERTY LINE POST AND PANEL INFORMATIONAL SIGN (TYP.) PROPOSED CONCRETE EOW (EDGE OF WATER) PROPOSED CURBING - TYPE "D" PROPOSED LIGHT POLE (REFER TO ELECTRICAL DWGS.) BUILDING SETBACK LINE FIRE TRUCK TURNING RADIUS PROPOSED EASEMENT SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS AR WWWWWWWWWWWW W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM F M FM FM FM FM FM FM FM FM FM FM FM FM D SW 45TH STREET 10 . 7 ' 10 . 7 ' 24.0' R 2 0 . 0 ' 7.0' 9. 0 ' TY P . 16.0' 12 . 0 ' 16.0' PROPERTY LINE / ROW LINE PROPOSED DETENTION BASIN 7.0' 24.0' BUILDING 1 91,738 S.F. F.F.E. +10.0' R 5 0 . 0 ' R2 6 . 0 ' 86.4' 5' PROPOSED CONC. SIDEWALK 5' PROPOSED CONC. SIDEWALK 5. 0 ' 5. 0 ' PROPOSED LIGHT POLE - SEE MEP PLAN 12.0' EXISTING U.E. 30' CORNER SIGHT VISIBILITY TRIANGLE MONUMENT SIGNAGE - TO BE SUBMITTED UNDER SEPARATE PERMIT 12.0' EXISTING U.E. 40' SETBACK LINE TRUCK COURT PROPERTY LINE / ROW LINE 12.0' EXISTING U.E. R15.0' R 2 0 . 0 ' FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM F M FM FM FM FM FM FM FM FM FM FM FM FM 20 . 0 ' W A T E R MA I N EA S E M E N T 2.0' OVERHANG 2.0' OVERHANG (TYP.) 2.0' OVERHANG (TYP.) 40' SETBACK LINE 24.0' 35.0' 86.9' 60.0' RA V E N S W O O D R O A D 18.0' TYP. 18.0' TYP. 2.0' OVERHANG 11.3' MIN. 51 . 6 ' 24 . 0 ' 53 . 2 ' R45 . 0 ' 5.0' 6.0' 5.9820 R8.0' (1) 45'x16' LOADING SPACE 111 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 135 35.0' 24.0' 1 PRECAST WALL DETAIL NTS PRECAST WALL SYSTEMS INC. 1888 NW 22 COURT POMPANO BEACH FLORIDA 33069 PH 954-973-8488 WALL ELEVATION SECTION B 8' - 0 " 7 14" 3 116" NOTES: 1. PANELS = 7,000 PSI CONCRETE 2. COLUMNS AND CAPS = 4,000 PSI CONCRETE 3. FOUNDATIONS = 3,000 PSI CONCRETE 4. REINFORCING STEEL FOR PANELS TO BE ASTM A615 DEFORMED BARS MIN. 70,000 PSI, ALL OTHER STEEL TO BE 60,000 PSI 5. WIND LOAD DESIGN CONFORMS TO F.B.C. 2020 7th EDITION AND ASCE 7-16, FOR WIND LOAD OF 156 M.P.H. 3 SECOND GUST,CATEGORY 1 STRUCTURE, EXPOSURE 'C'. 6. COLOR: TO MATCH THAT OF WALL ACROSS 45TH STREET TO SOUTH OF PROPERTY 7. SMOOTH STUCCO (MAY VERY DUE TO SITE SPECIFIC SITUATIONS) 20' CENTER TO CENTER COLUMN SPACING MAX. F.G. B B A A F.G. 8' - 0 " F.G.F.G. STANDARD CONDITIONS DETAIL 4' - 3 " 3,000 PSI CONCRETE PLACED AROUND PRECAST COLUMN AFTER COLUMN PLACEMENT 8' - 4 1 2" 2'-6" 12" LINE POST DETAIL C 12"x13" CORNER POST DETAIL 12"x13" END POST DETAIL 12"x13" AND HOOP FOR SIZE REFER TO POST: STEEL POST REINFORCEMENT 1-1/4"CLEAR COVER TO HOOP ON ALL POSTS NOTE: 12"x13" END POST DETAIL 13" 13" 13" 12" 12" 12"312" 312" 2-1 4"2-1 4" 2-1 4" 312" 41 4" 13" 12"312" 2-1 4" 3 14" 41 4" 3 14" 15" 2" 2 12" 12" x 13" COLUMN CAP 13" 1 2 " 12" 3 1 2" 4 1 4" SECT. C-C 45 DEGREE COL. 12" VA R I E S (3 ' , 4 ' , 6 ' , 8 ' , 1 2 ' , 1 6 ' ) SE E P L A N S 10'-0" MAX SPACING POST TOP BLACK POWDER COATED ROUND END & CORNER POST BLACK POWDER COATED GREEN VINYL COATED CHAIN LINK FABRIC, #9 GAUGE, 2" MESH SIZE (TOP SELVAGE- KNUCKLED) RAIL TIE 1.66" (1 5/8") OD BRACE RAIL BLACK POWDER COATED BOTTOM SELVAGE KNUCKLED BURY CHAIN LINK FABRIC BELOW GRADE. MINIMUM 6" BOTTOM RAIL BLACK POWDER COATED ADJUSTABLE TRUSS ROD TURNBUCKLE TENSION BAR BLACK POWDER COATED LINE POST LOOP CAP BLACK POWDER COATED 1.66" (1 5/8") OD - TOP RAIL BLACK POWDER COATED LINE POST (ROUND) BLACK POWDER COATED LINE POST TIE CONTACT: Carlos Espinoza MASTER HALCO Ph: (305)401-7761 MANUFACTURER: Anchor Fence Wholesalers SIZE: 4', 6' & 8' Heights COLOR: Black Vinyl Coated (Fabric) COLOR: Black Powdercoated (Posts, Caps, Hardware, etc.) G.C. IS TO SUBMIT STRUCTURAL SHOP DRAWINGS FOR FENCE POST FOOTERS FOR REVIEW AND TO THE CITY FOR PERMIT APPROVAL NOTE: 1. PLEASE FIELD VERIFY DIMENSIONS 2. TRUSS BARS ARE REQUIRED FOR THE FIRST SPAN ON EACH SIDE OF A CORNER POST. 3. MIDDLE BRACE BAR REQUIRED AS NECESSARY DEPENDING ON HEIGHT OF FENCE AND MANUFACTURER'S SPECIFICATIONS. 3. CONTRACTOR TO SUBMIT SHOP DRAWINGS. 4. FOOTING WIDTH TO BE (4)X POST WIDTH, MINIMUM DEPTH 36". 5. FENCE FOOTINGS TO BE SPECIALTY ENGINEERED. CONTRACTOR TO SUBMIT SIGNED SEALED STRUCTURAL DRAWINGS FOR REVIEW. 6. POSTS, FRAMING, AND HARDWARE TO BE BLACK POWDER COATED. 7. FENCE FABRIC TO BE BLACK VINYL COATED GALVANIZED CHAIN LINK NTSDETAIL VINYL COATED CHAIN LINK FENCE 2 PROJECT NO. SHEET OF PR E P A R E D F O R : DA T E : SC A L E : DE S I G N B Y : DR A W N B Y : DE S C R I P T I O N : CH E C K E D B Y : DA T E : AP P R O V E D B Y : BY : CR A V E N T H O M P S O N A N D A S S O C I A T E S , I N C . EN G I N E E R S P L A N N E R S S U R V E Y O R S Erik W. Schofield Florida P.L.A. No. 6667682 20 SW P EW S EW S EW S AS N O T E D 12 / 5 / 2 0 2 4 CO N S T E L L A T I O N R E A L E S T A T E P A R T N E R S DA N I A B E A C H , F L 3 3 3 1 2 44 9 1 A N G L E R S A V E BA N Y A N B A Y I N D U S T R I A L B U S I N E S S P A R K 06-0036-006-01 1 CI T Y C O M M I S S I O N S U B M I T T A L L 01 / 2 4 / 2 0 2 5 SI T E P L A N 0 20'40' SCALE:1"=20'-0" 10' MA T C H L I N E - S E E S H E E T S P - 3 MATCHLINE - SEE SHEET SP-2 SP-4 6 LEGEND PROPOSED FDC PROPOSED FIRE HYDRANT PROPERTY LINE POST AND PANEL INFORMATIONAL SIGN (TYP.) PROPOSED CONCRETE EOW (EDGE OF WATER) PROPOSED CURBING - TYPE "D" PROPOSED LIGHT POLE (REFER TO ELECTRICAL DWGS.) BUILDING SETBACK LINE FIRE TRUCK TURNING RADIUS PROPOSED EASEMENT