IFB_250201_ATTACHMENT_A_-_Cove_Marina.pdf

PDF 18 MB Posted Nov 20, 2024

Attached to: Venetian Cove Marina Improvement Project (ARPA)
Solicitation number: 250201
Issued by: Lake County, Florida

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Written by GovTribe AI · May 1, 2025

The document is a comprehensive set of architectural and engineering design plans for the Venetian Cove Marina Improvement Project for the City of Leesburg, Florida. The plans, prepared by Edgewater Group LLC and Biagi & Associates Engineering, cover multiple disciplines including architectural, civil, structural, mechanical, electrical, and plumbing systems for a marina building renovation. The project involves demolition of existing structures and construction of a new marina facility, including detailed plans for building layout, site design, structural elements, mechanical systems, electrical infrastructure, and plumbing configurations.

The design documents include extensive technical specifications and drawings covering every aspect of the marina building, from foundation and framing to interior finishes, electrical systems, and plumbing details. The plans show a building with multiple functional spaces including offices, restrooms, a ship store, and mechanical areas, with careful consideration given to accessibility, code compliance, and maritime environment requirements. The project appears to be funded through municipal resources, potentially including American Rescue Plan Act (ARPA) funds, and is designed to modernize and improve the existing marina infrastructure. The comprehensive nature of the drawings suggests a complex, multi-disciplinary renovation project aimed at enhancing the City of Leesburg's marina facilities.

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Addendum_3-_250201-Final.pdf	PDF	Dec 21, 2024
Addendum_2-_250201.pdf	PDF	Dec 9, 2024
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IFB250201_Solicitation_Document-FINAL.pdf	PDF	Nov 20, 2024
IFB_250201_ATTACHMENT_B_-_Dock_Expansion.pdf	PDF	Nov 20, 2024

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DATE REVISION

ISSUED FOR:

DATE: 09.11.24

PROJ NO.: 23-007

DRAWN BY:

REVIEWED BY:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

SHEET NUMBER:

AR | AF

AR | LC | CS | AF

RES | KT

Address 3020 North Federal Highway, Suite 10, Ft. Lauderdale, FL 33306

P: 954 406 5389

CITY OF LEESBURG

VENETIAN COVE MARINA

PROJECT DESCRIPTION:

THE LEESBURG VENETAIN COVE MARINA IS A .30 ACRE SITE. THE COMPLEX INCLUDES A RECONVERTED WET-SLIP MARINA, A DRYSTACK BUILDING AND A NEW OFFICE BUILDING, WITH ADMINISTRATIVE SERVICES, AND RESTROOMS FACILITY. THE SECONDARY SPACES ALSO INCLUDE A SMALL STORAGE ROOM AND

MECHANICAL ROOMS FOR NEEDED EQUIPMENT.

SITE INFORMATION:

STREET ADDRESS: 250 BALL PARK RD

CITY: LEESBURG

COUNTY: LAKE COUNTY

STATE: FLORIDA

ZIP CODE: 34748

APPROVAL AGENCIES & UTILITY PROVIDERS:

CITY OF LEESBURG

501 WEST MEADOW STREET

LEESBURG, FLORIDA 34749

ATTN: AL MINNER, CITY MANAGER

(352) 728-9786

FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION

3319 MAGUIRE BLVD.

ORLANDO, FLORIDA 32803

ATTN: REVIEWER

(407) 897-4100

ST. JOHNS RIVER WATER

MANAGEMENT DISTRICT

4049 REID STREET

PALATKA, FLORIDA 32177

ATTN: REVIEWER

(386) 329-4500

ELECTRIC

CITY OF LEESBURG - ELECTRIC

CONTACT: STEVE DAVIS (352) 728-9786

ALT. CONTACT: DAWN BARRETT (352) 728-9871

TELEPHONE, FIBER

CENTURYLINK

CONTACT: KIRBY SMITH (352) 326-1722

ALT. CONTACT: MARK HOEVENAIR (352) 326-1297

WATER

CITY OF LEESBURG - WATER

CONTACT: ROB BROWN (352) 728-9835

ALT. CONTACT: ROBERT BEARD (352) 516-7151

SEWER

CITY OF LEESBURG - SEWER

CONTACT: ROB BROWN (352) 728-9835

ALT. CONTACT: ROBERT BEARD (352) 516-7151

GAS

CITY OF LEESBURG - GAS DEPARTMENT

CONTACT: JESSIE CUMMINS (352) 435-9420

ALT. CONTACT: COREY GOEPFERT (352) 516-7225

CABLE

COMCAST COMMUNICATIONS

CONTACT: WADE MATHEWS (352) 516-3824

PUBLIC WORKS

CITY OF LEESBURG PUBLIC WORKS DEPARTMENT

550 SOUTH 14TH STREET

LEESBURG, FLORIDA 34748-5600

CONTACT: NEIL GAINES

PHONE: (352) 728-9786 EXT. 3211

BUILDING CODES:

GOVERNING JURISDICTION: THE CITY OF LEESBURG, FL

EXISTING BUILDING CODE: FLORIDA EXISTING BUILDING CODE SIXTH EDITION (2017)

BUILDING CODE EDITION: FLORIDA BUILDING CODE SIXTH EDITION (2023)

MECHANICAL CODE EDITION: FLORIDA MECHANICAL CODE SIXTH EDITION (2023)

ELECTRICAL CODE EDITION: NATIONAL ELECTRICAL CODE 2014, NFPA 70

PLUMBING CODE EDITION: FLORIDA PLUMBING CODE SIXTH EDITION (2023)

ADDITIONAL CODE EDITION: FLORIDA FIRE PREVENTION CODE SIXTH EDITION (2023)

FLORIDA ACCESSIBILITY CODE SIXTH EDITION (2023)

DRAWING INDEX:

CS - COVER SHEET

CIVIL:

C0.0 - GENERAL NOTES

C1.0 - DEMOLITION PLAN

C1.1 - PROPOSED SITE PLAN

C1.2 - MARINA OPERATIONS PLAN

C1.3 - SITE DETAILS & SEAWALL SECTION

ARCHITECTURAL:

A1.1 - PROPOSED FLOOR PLAN

A1.2 - REFLECTED CEILING PLAN

A1.3 - ROOF PLAN

A1.4 - LIFE SAFETY PLAN

A1.5 - FINISH FLOOR PLAN

A1.6 - EQUIPMENT PLAN

A2.0 - NORTH & SOUTH ELEVATIONS

A2.1 - EAST & WEST ELEVATIONS

A3.0 - CROSS SECTIONS

A3.1 - CROSS SECTIONS

A4.0 - WALL SECTION DETAILS

A4.1 - SECTION DETAILS

A4.2 - SECTION DETAILS

A4.3 - SECTION DETAILS

A4.4 - CUPOLA SECTION DETAILS

A4.5 - SECTION DETAILS

A4.6 - FENCE DETAILS

A4.7 - FENCE DETAILS

A5.0 - ENLARGED FLOOR PLAN - WOMEN'S RESTROOMS

A5.1 - ENLARGED FLOOR PLAN - MEN'S RESTROOMS

A6.0 - INTERIOR ELEVATIONS - WOMEN'S RESTROOMS

A6.1 - INTERIOR ELEVATIONS - MEN'S RESTROOMS

A6.2 - INTERIOR ELEVATIONS - RECEPTION

A6.3 - INTERIOR ELEVATIONS - RECEPTION

A7.0 - DOORS AND WINDOWS SCHEDULE

STRUCTURAL:

S-0 - NOTES

S-0.1 - WIND PRESSURES

S-1.0 - FOUNDATION & GROUND FLOOR FRAMING PLANS

S-2.0 - ROOF FRAMING PLAN

S-3.0 - FOUNDATION SECTION AND DETAILS

S-4.0 - ELEVATED FLOOR SECTION AND DETAILS

S-5.0 - ROOF SECTIONS AND DETAILS

ELECTRICAL:

E0.1 - ELECTRICAL NOTES AND LEGENDS

E0.2 - ELECTRICAL DETAILS

E0.3 - ELECTRICAL DETAILS

E0.4 - ELECTRICAL DETAILS

E1.0 - ELECTRICAL SITE PLAN

E1.1 - SHIP STORE ELECTRICAL PLANS

E1.2 - MARINA POWER PLAN A & B

E1.3 - MARINA POWER PLAN C & D

E2.1 - ELECTRICAL SCHEDULES AND ONELINE DIAGRAM

E3.1 - ELECTRICAL PANEL SCHEDULES

0.0 CS

N C

C O

S H

REV 108.13.24

PERMIT REVIEW

MECHANICAL:

M0.1 - MECHANICAL NOTES AND SCHEDULES

M1.1 - SHIP STORE MECHANICAL PLAN

PLUMBING:

P0.1 - PLUMBING NOTES AND SCHEDULES

P0.2 - PLUMBING SCHEDULES AND DETAILS

P0.3 - PLUMBING DETAILS

P1.1 - SHIP STORE PLUMBING PLANS

P2.1 - DOMESTIC WATER SITE PLAN

P3.1 - SANITARY SEWER ISOMETRIC

P3.2 - DOMESTIC WATER ISOMETRIC

FUEL:

F0.1 - FUEL DETAILS

F1.0 - FUEL PLAN

IFB 250201 ATTACHMENT A

DATE: 09.11.24

PROJ NO.: 23-007

DRAWN BY:

REVIEWED BY:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

SHEET NUMBER:

AR | AF

AR | LC | CS | AF

RES | KT

Address 3020 North Federal Highway, Suite 10, Ft. Lauderdale, FL 33306

P: 954 406 5389

GENERAL PROVISIONS

1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE A PRE-CONSTRUCTION VIDEO (DVD FORMAT) ALONG THE PROPOSED ROUTE IN ACCORDANCE WITH THE SPECIFICATIONS. IN PARTICULAR, THE VIDEO SHALL DOCUMENT THE CONDITION OF EXISTING DRIVEWAYS, BUILDINGS, STRUCTURES, MAILBOXES, SIGNS, FENCES, AND

LANDSCAPING ALONG PROPOSED CONSTRUCTION AREAS.

2. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (FS 553.60-553.64). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT.

3. THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF ALL AVAILABLE REGULATORY AGENCY PERMITS AND LOCAL AGENCY PERMITS.

4. ALL CONSTRUCTION PROJECTS 1 OR MORE ACRES IN SIZE THAT DISCHARGE TO OFFSITE AREAS ARE REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR STORMWATER DISCHARGE FROM SMALL AND LARGE CONSTRUCTION ACTIVITIES. IN ORDER TO MEET NPDES REQUIREMENTS, THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A STORMWATER POLLUTION PREVENTION PLAN (SWPPP), IMPLEMENTING, INSPECTING, MAINTAINING, AND REPORTING ON ALL ELEMENTS OF THE SWPPP, COMPLETING AND SUBMITTING THE REQUIRED NOTICE OF INTENT (NOI) AND NOTICE OF

TERMINATION (NOT) FORMS AS THE OPERATOR, AND PAYING ALL ASSOCIATED FEES.

5. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS REPRESENT A MINIMUM REQUIREMENT. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES NEEDED IN ORDER TO PREVENT THE TRANSFER OF SEDIMENT FROM THE PROJECT AREA AND PREVENT THE EROSION OF SURFACES DURING CONSTRUCTION, AS NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER BODIES.

6. CONTRACTOR SHALL EXPECT TO ENCOUNTER GROUNDWATER DURING CONSTRUCTION AND DEWATERING SHALL BE CONDUCTED. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION, OPERATION, AND SUBSEQUENT REMOVAL OF DEWATERING SYSTEMS AND THEIR SAFETY AND CONFORMITY WITH LOCAL CODES AND REGULATIONS. IF DEWATERING EQUIPMENT NEEDED EXCEEDS ANY OF THE FOLLOWING: 1) 6" PUMP VOLUTE; 2) 100,000 GPD TOTAL 24 HOUR (1 DAY) DEWATERING, AND; 3) 1,000,000 GPD PUMP CAPACITY, THE CONTRACTOR SHALL BE REQUIRED TO PERMIT THE DEWATERING SYSTEM WITH THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD). THE ENGINEER AND/OR OWNER SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE ABOVE THRESHOLDS ARE EXCEEDED.

7. DEWATERING DISCHARGE FROM THE SITE SHALL COMPLY WITH ALL NPDES GENERAL PERMIT REQUIREMENTS AND STATE WATER QUALITY STANDARDS. PROVIDE ALL TESTING AND PERMITTING REQUIRED AND COMPLY WITH ALL TREATMENT OR DISPOSAL METHODS REQUIRED TO MEET ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

8. UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THE PROPERTY BOUNDARY, RIGHT-OF-WAY AND EASEMENTS, AND OTHER AREAS SPECIFICALLY DESIGNATED FOR CONSTRUCTION. AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED.

9. UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS. BENCHMARK INFORMATION SHALL BE PROVIDED TO THE CONTRACTOR BY THE OWNER OR OWNER'S SURVEYOR. ANY DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN

INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.

10. THIS SET OF PLANS MAY CONTAIN DRAWINGS PREPARED BY OTHER PROFESSIONALS, WHICH CONTAIN THE NAME, ADDRESS, AND LOGO OF THE PROFESSIONAL. CPH, INC. IS NOT RESPONSIBLE FOR DRAWINGS PREPARED BY OTHER PROFESSIONALS.

11. THE ENTIRE PROJECT SITE SHALL BE THOROUGHLY CLEANED AT THE COMPLETION OF THE WORK. CLEAN ALL INSTALLED PIPELINES, STRUCTURES, SIDEWALKS, PAVED AREAS, ACCUMULATED SILT IN PONDS, PLUS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION, AS DIRECTED BY THE OWNER OR JURISDICTIONAL AGENCY. EQUIPMENT

TO CLEAN THESE SURFACES SHALL BE SUBJECT TO APPROVAL BY THE OWNER.

UTILITY GENERAL NOTES

1. THE UTILITY DATA SHOWN ON THESE PLANS WAS LOCATED BY THE RESPECTIVE UTILITY, OR IS BASED ON UTILITY DRAWINGS, MAPS, OR FIELD RECONNAISSANCE.

2. THE LOCATION, MATERIAL TYPE, AND SIZE OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ANY UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE CLOSELY COORDINATED WITH THE ENGINEER AND THE RESPECTIVE UTILITY COMPANY FOR RELOCATION OR PROPER INSTRUCTION.

3. A SINGLE POINT UTILITY IDENTIFICATION SERVICE HAS BEEN SET UP FOR EXISTING UTILITIES. THE CONTRACTOR IS TO CONTACT THE SUNSHINE STATE ONE CALL CENTER BY DIALING “811” AT LEAST TWO (2) AND NO MORE THAN FIVE (5) WORKING DAYS PRIOR TO THE SPECIFIC CONSTRUCTION ACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITIES PARTICIPATE IN THIS PROGRAM. THE CONTRACTOR SHOULD CONTACT ALL NON-PARTICIPATING UTILITIES SEPARATELY FOR FIELD LOCATION OF THEIR

FACILITIES AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION.

4. THE FOLLOWING UTILITIES HAVE PREVIOUSLY INDICATED THAT THEY MAY HAVE FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA:

ELECTRIC

CITY OF LEESBURG - ELECTRIC

CONTACT: STEVE DAVIS (352) 728-9786

ALT. CONTACT: DAWN BARRETT (352) 728-9871

TELEPHONE, FIBER

CENTURYLINK

CONTACT: BILL MCCLOUD (850) 599-1444

ALT. CONTACT: THOMAS STURMER (720) 578-8090

WATER

CITY OF LEESBURG - WATER

CONTACT: ROB BROWN (352) 728-9835

ALT. CONTACT: ROBERT BEARD (352) 516-7151

SEWER

CITY OF LEESBURG - SEWER

CONTACT: ROB BROWN (352) 728-9835

ALT. CONTACT: ROBERT BEARD (352) 516-7151

GAS

CITY OF LEESBURG - GAS DEPARTMENT

CONTACT: JESSIE CUMMINS (352) 630-7959

5. THE CONTRACTOR SHALL KEEP LOCATE TICKETS UP TO DATE AT ALL TIMES.

6. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH EACH UTILITY AND ALL COSTS ASSOCIATED WITH THE PROTECTION OF EXISTING FACILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL ALSO COORDINATE NECESSARY RELOCATIONS OR OTHER CONSTRUCTION RELATED MATTERS WITH EACH UTILITY.

7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN IN SERVICE ALL EXISTING PIPING ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE

CONTRACTOR WITH THE PERMISSION OF THE OWNER AND THE ENGINEER.

8. THE CONTRACTOR SHALL FIELD LOCATE ALL WATER AND SEWER SERVICES AND LATERALS WITHIN THE PROPOSED CONSTRUCTION AREA PRIOR TO CONSTRUCTION AND

ADJUST THE PROPOSED CONSTRUCTION AS NEEDED TO ACCOMMODATE THESE EXISTING LINES.

9. TYPICAL DETAILS AND PROPOSED CONSTRUCTION AS SHOWN ILLUSTRATE THE ENGINEER'S INTENT AND ARE NOT PRESENTED AS A SOLUTION TO ALL CONSTRUCTION PROBLEMS ENCOUNTERED IN THE FIELD. THE CONTRACTOR MAY ALTER THE PROPOSED CONSTRUCTION TO SUIT FIELD CONDITIONS, PROVIDED IT COMPLIES WITH THE PROJECT SPECIFICATIONS AND APPROVAL IS RECEIVED FROM THE ENGINEER. WHERE SUCH PROPOSED REVISIONS DEVIATE FROM THE FDEP CONSTRUCTION PERMIT, THEN SUCH REVISIONS WILL ALSO REQUIRE APPROVAL FROM FDEP.

10. FOR EACH RESPECTIVE PIPELINE CONSTRUCTION REQUIRED, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DEPTH, SIZE, MATERIAL TYPE, AND ALIGNMENT OF ALL EXISTING PIPES, CABLES, ETC. TO BE CROSSED OR CONNECTED TO. IF THE CONTRACTOR DEEMS NECESSARY (A) A CHANGE IN ALIGNMENT OR DEPTH, OR THE NEED FOR ADDITIONAL FITTINGS, BENDS, OR COUPLINGS, WHICH REPRESENT A DEPARTURE FROM THE CONTRACT DRAWING, OR (B) A NEED FOR RELOCATION OF EXISTING UTILITIES, THEN DETAILS OF SUCH DEPARTURES, RELOCATIONS, OR ADDITIONAL FITTINGS, INCLUDING CHANGES IN RELATED PORTIONS OF THE PROJECT AND THE REASONS THEREFORE, SHALL BE SUBMITTED WITH SHOP DRAWINGS. APPROVED DEPARTURES FOR THE CONTRACTOR'S CONVENIENCE SHALL BE MADE AT NO ADDITIONAL

COST TO THE OWNER.

11. THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING EQUIPMENT, WATER, WATER METERS, PRESSURE GAUGES, AND OTHER EQUIPMENT, MATERIAL AND FACILITIES REQUIRED FOR ALL HYDROSTATIC, LEAKAGE, AND PRESSURE TESTING. THE CONTRACTOR SHALL CONTACT THE ENGINEER AND THE OWNER IN WRITTEN FORM, FORTY-EIGHT (48) HOURS IN ADVANCE OF PROPOSED TESTING. THE CONTRACTOR SHALL PERFORM SATISFACTORY PRETESTING PRIOR TO

NOTIFICATION.

RECORD DRAWING REQUIREMENTS

1. RECORD DRAWINGS SHALL DEPICT SURVEYED AS-BUILT INFORMATION INCLUDING HORIZONTAL AND VERTICAL LOCATIONS AS REQUIRED BELOW. RECORD DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER AT LEAST THREE WEEKS PRIOR TO FINAL INSPECTION. ALL AS-BUILT DATA SHALL BE PROVIDED BY A FLORIDA

LICENSED SURVEYOR, SIGNED, SEALED AND DATED BY THE RESPONSIBLE PARTY.

2. ALL RECORD DRAWINGS SHALL BE PREPARED BY THE CONTRACTOR IN ACAD FORMAT USING CONSTRUCTION PLAN SHEETS PROVIDED BY THE ENGINEER. AS-BUILT INFORMATION SHALL BE FIELD VERIFIED, MEASURED, ADDED TO THE ACAD FILES OF THE CONSTRUCTION PLAN SHEETS PROVIDED BY THE ENGINEER, AND CERTIFIED, SIGNED AND SEALED BY THE CONTRACTOR'S LICENSED SURVEYOR WHO WILL BE RESPONSIBLE FOR THE ACCURACY OF ALL DIMENSIONS AND ELEVATIONS. SHEET SIZES AND THE SCALE OF THE RECORD DRAWINGS SHALL MATCH SHEET SIZING AND SCALE OF THE CONSTRUCTION PLANS. ADD BLOWUP DETAILS IF NECESSARY.

3. THE SURVEYED AS-BUILT INFORMATION SHALL BE VERTICALLY BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND THE COORDINATE SYSTEM SHALL BE BASED HORIZONTALLY ON THE NORTH AMERICAN DATUM 83 (NAD83) (1990 ADJUSTMENT). THE AS-BUILT SURVEY SHALL BE REFERENCED TO THE PROJECT BENCHMARKS AND SHALL BE REFERENCED TO THE STATE PLANE COORDINATES. ALL VALVES (CENTER OF PIPE) AND VALVE BOXES (GRADE), HYDRANTS (GRADE), BLOW OFFS (GRADE), SAMPLE POINTS (GRADE) AND METER BOXES (GRADE), ETC. SHALL BE CLEARLY SHOWN.

4. THE SURVEYED AS-BUILT LOCATION OF THE NEWLY CONSTRUCTED FACILITIES SHALL BE IN AN ACAD OVERALL BASE DRAWING WHICH IS IN STATE PLANE. PROVIDING “PAPER SPACE” VIEWS THAT ARE NOT IN STATE PLANE OF THE CONSTRUCTED FACILITIES IS NOT ACCEPTABLE. PROVIDING NORTHING AND EASTING POINT TABLES ON SEPARATE NEW SHEETS ADDED TO THE CONSTRUCTION PLANS IS NOT ACCEPTABLE. THE AS-BUILT NORTHING AND EASTING DATA MUST BE ON THE INDIVIDUAL

CONSTRUCTION PLAN SHEETS TO WHICH THE DATA APPLIES.

5. THE AS-BUILT INFORMATION IS TO INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING:

A. HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS FOR ALL UTILITY AND STORM STRUCTURES INCLUDING BUT NOT LIMITED TO MANHOLES, INLETS AND CLEANOUTS, INCLUDING STRUCTURE TOP AND INVERT ELEVATIONS.

B. DISTANCE ALONG PIPELINES BETWEEN STRUCTURES.

C. STORMWATER POND TOP OF BERM AND POND BOTTOM ELEVATIONS AND HORIZONTAL DIMENSIONS MEASURED AT A MINIMUM OF TEN LOCATIONS PER POND, AT LOCATIONS DESIGNATED BY THE ENGINEER. TOP OF POND HORIZONTAL DIMENSIONS ARE ALSO TO BE TIED TO PROPERTY CORNERS, EASEMENTS, AND RIGHTS-OF-WAY.

D. STORMWATER CONTROL STRUCTURE DIMENSIONS AND ELEVATIONS, INCLUDING ALL WEIRS, SLOTS, ORIFICES, GRATES, AND SKIMMERS.

E. STORMWATER CONVEYANCE SYSTEMS INCLUDING DIMENSIONS, ELEVATIONS, CONTOURS, AND CROSS SECTIONS.

F. HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS OF ALL UTILITY VALVES, FITTINGS, CONNECTION POINTS, ETC.

G. VERTICAL ELEVATIONS OF ALL PIPELINES AT CROSSINGS OF POTABLE WATER MAINS (WHETHER THE WATER MAIN IS EXISTING OR NEW) IN ORDER TO DOCUMENT THAT

THE MINIMUM REQUIRED VERTICAL SEPARATION HAS BEEN MET.

H. GRADE ELEVATION ABOVE UTILITY PIPELINE WHERE VERTICAL ELEVATIONS ARE REQUIRED AT ALL UTILITY VALVES, FITTINGS, CONNECTION POINTS, ETC.

I. UTILITY PIPELINE TIED HORIZONTALLY TO EDGE OF PAVEMENT AND RIGHT-OF-WAY LINES, LOCATED EVERY 200-FT PLUS ALL CHANGES IN HORIZONTAL OFFSET.

J. VERTICAL ELEVATIONS OF THE TOP OF CASING AND TOP OF CARRIER PIPE MEASURED AT EACH END OF CROSSINGS THAT HAVE BEEN JACK AND BORED.

K. HORIZONTAL LOCATIONS (STATE PLANE COORDINATES AND STATIONS AND OFFSETS) OF EACH END OF STEEL CASING PIPE (ALSO PROVIDE DISTANCE FROM EDGE OF

PAVEMENT AND ADJACENT RIGHT-OF-WAY LINES).

L. PIPELINE THAT IS DIRECTIONAL BORED IS TO BE HORIZONTALLY AND VERTICALLY LOCATED EVERY 20' ALONG THE BORE. PROVIDE THIS INFORMATION BY SUBMITTING BORING LOGS AND BY DRAWING THE AS-BUILT VERTICAL AND HORIZONTAL LOCATIONS OF THE BORED PIPELINE ON THE RECORD DRAWINGS BASED ON THE BORING LOGS.

PROVIDE STATE PLANE COORDINATES AT EACH END OF DIRECTIONAL BORED PIPELINE.

M. PAVEMENT WIDTH AND ELEVATIONS AT THE CENTERLINE AND EDGE OF PAVEMENT EVERY 200 FEET PLUS AT ALL CHANGES IN LONGITUDINAL SLOPE, CROSS SLOPE, INLET LOCATIONS, AND AT ALL DRIVEWAY AND STREET INTERSECTIONS. FOR PARKING LOTS, RECORD CENTERLINE AND EDGE OF PAVEMENT ELEVATIONS ALONG ALL DRIVE

AISLES AND ISLANDS.

N. ALL PARKING AREAS AND SIDEWALK RAMPS DESIGNATED FOR HANDICAP ACCESS SHALL CONTAIN HORIZONTAL AND VERTICAL MEASUREMENTS IN ORDER TO VERIFY

REQUIRED WIDTHS AND SLOPES HAVE BEEN MET.

O. HORIZONTAL AND VERTICAL DATA FOR ANY CONSTRUCTION THAT DEVIATES FROM THE APPROVED ENGINEERING DRAWINGS.

P. WHERE THE PLANS CONTAIN SPECIFIC HORIZONTAL LOCATION DATA, SUCH AS STATION AND OFFSET, THE RECORD DRAWINGS ARE TO REFLECT THE ACTUAL

HORIZONTAL LOCATION.

Q. WHERE THE PLANS CONTAIN SPECIFIC VERTICAL ELEVATION DATA, THE RECORD DRAWINGS ARE TO REFLECT THE

ACTUAL MEASURED VERTICAL ELEVATION.

6. RECORD DRAWINGS ARE TO BE PREPARED BY THE CONTRACTOR, CERTIFIED BY THE CONTRACTOR'S LICENSED SURVEYOR, AND DELIVERED TO THE ENGINEER FOR REVIEW. THE ENGINEER WILL REVIEW THE DRAWINGS FOR COMPLETENESS IN ACCORDANCE WITH THE REQUIREMENTS OF THESE NOTES WITHIN SEVEN (7) FULL WORKING DAYS. FOR PRELIMINARY REVIEW, SUBMITTAL IN ACAD AND PDF FORMAT IS SUFFICIENT AND SIGNED AND SEALED COPIES ARE NOT NECESSARY. FINAL SUBMITTAL OF COMPLETE RECORD DRAWINGS SHALL CONSIST OF ONE SET SIGNED AND SEALED BY THE CONTRACTOR'S LICENSED SURVEYOR PLUS ACAD AND PDF FILES OF THE RECORD DRAWINGS DELIVERED TO THE ENGINEER. IF THE DRAWINGS ARE FOUND TO BE INCOMPLETE OR INACCURATE, THE DRAWINGS WILL BE RETURNED TO THE

CONTRACTOR FOR CORRECTION.

7. IN CASES WHERE THE OWNER DETERMINES PARTIAL CLEARANCES FROM PERMITTING AGENCIES ARE BENEFICIAL TO THE OWNER FOR COMPLETED PORTIONS OF THE PROJECT, PROVIDE PRELIMINARY RECORD DRAWINGS (ACAD FORMAT) TO THE ENGINEER FOR ITS USE IN PREPARING THE PARTIAL CLEARANCE APPLICATIONS FOR THE

OWNER.

8. COMPLETE SIGNED AND SEALED RECORD DRAWINGS ARE REQUIRED TO BE DELIVERED TO THE OWNER PRIOR TO FINAL INSPECTION OF THE PROJECT. FINAL INSPECTIONS WILL ONLY BE SCHEDULED UPON RECEIPT OF SIGNED AND SEALED RECORD DRAWINGS THAT HAVE BEEN REVIEWED BY THE ENGINEER AND DELIVERED BY

THE ENGINEER TO THE OWNER.

TRAFFIC CONTROL

1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A MAINTENANCE OF TRAFFIC (MOT) PLAN PRIOR TO CONSTRUCTION.

THE MOT PLAN SHALL SHOW ALL PROPOSED TRAFFIC CONTROL SIGNS, PAVEMENT MARKINGS, AND BARRICADES, AND SHALL DETAIL ALL PROPOSED CONSTRUCTION SEQUENCING. THE MOT PLAN AND INSTALLED TRAFFIC CONTROL MEASURES SHALL BE APPROVED BY THE ENGINEER, OWNER, AND ROADWAY JURISDICTIONAL AGENCY PRIOR TO CONSTRUCTION. IN GENERAL, ROADWAY AND DRIVEWAY LANE CLOSURES ARE PROHIBITED DURING CONSTRUCTION UNLESS SPECIFICALLY DETAILED ON THESE PLANS. IN THE EVENT IT IS DETERMINED THAT ROADWAY AND DRIVEWAY LANE CLOSURES WILL BE ALLOWED, THE CLOSURES SHALL BE RESTRICTED TO THE HOURS BETWEEN 9:00 A.M. AND 4:00

P.M. UNLESS OTHERWISE AUTHORIZED IN THE APPROVED MOT PLAN.

2. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH FDOT STANDARD PLANS FOR ROAD CONSTRUCTION, INDEX NO. 102-600 AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). ALL TRAFFIC CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION.

3. INSPECT TRAFFIC CONTROL DEVICES ON A DAILY BASIS TO ENSURE PLACEMENT OF BARRICADES AND FUNCTION OF

LIGHTS IS MAINTAINED THROUGHOUT CONSTRUCTION.

4. CONTACT PROPERTY OWNERS AFFECTED BY CONSTRUCTION. COORDINATE TEMPORARY DRIVEWAY CLOSURES AND

SEQUENCING. MAINTAIN ACCESS FOR ALL PROPERTY OWNERS DURING CONSTRUCTION.

5. WET UNSTABILIZED AREAS AS NECESSARY TO CONTROL DUST.

6. ADJUST TRAFFIC CONTROL DEVICES AS REQUIRED UNDER EMERGENCY CONDITIONS.

7. THE CONTRACTOR IS EXPECTED TO COORDINATE ITS ACTIVITIES WITH OTHER CONTRACTORS WHO MAY BE WORKING IN

THE IMMEDIATE VICINITY.

8. WHEN WORK OCCURS ALONG TWO LANE, TWO WAY ROADS AND IS WITHIN 15-FT OF ACTIVE ROAD TRAVEL WAY BUT NO CLOSER THAN 2-FT FROM THE TRAVEL WAY, SIGNAGE AND WARNING DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH FDOT INDEX NO. 102-600 AND 102-602. WHEN WORK OCCURS ALONG TWO LANE, TWO WAY ROADS BETWEEN THE ROAD CENTERLINE AND A LINE 2-FT OUTSIDE THE EDGE OF THE TRAVEL WAY, SIGNAGE AND WARNING DEVICES ARE TO BE

INSTALLED IN ACCORDANCE WITH FDOT INDEX NO. 102-600 AND 102-603.

9. TYPE I OR TYPE II BARRICADES AT 20-FT CENTERS SHALL BE PLACED AND MAINTAINED ALONG THE EDGE OF THE ROAD WHEREVER HAZARDS EXIST AND TO BLOCK ENTRANCE INTO COMPLETED OR PARTIALLY COMPLETED PAVEMENTS UNTIL

SUCH PAVEMENTS ARE OPEN TO PUBLIC USE.

10. WHERE A DROP-OFF CONDITION IN THE WORK ZONE OCCURS, IT SHALL BE MITIGATED IN ACCORDANCE WITH FDOT INDEX

102-600. REFER TO FDOT INDEX NO. 102-600 FOR THE DEFINITION OF A DROP-OFF.

N C

C0.0

N O

PERMIT REVIEW

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-8

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1'-2 3/4"

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66' - 6"

VENDINA

654.8 SF

MERCHANDISE

203.7 SF

OFFICE

235.5 SF

DECK EXTENSION

190 SF

DECK EXTENSION

190 SF

WOMEN'S RR

164.3 SF

MEN'S RR

124.4 SF

64' - 5"

34' - 2"

13' - 7" 7' - 0 1/2" 13' - 7"

19' - 0 1/2"

63' - 0 1/2"

8' - 4 1/2"

7' - 0"9' - 8 1/2"

7' - 0" 4' - 7 1/2" 5' - 5 1/2" 9' - 7"

2' - 11"

DATE REVISION

ISSUED FOR:

DATE: 09.11.24

PROJ NO.: 23-007

DRAWN BY:

REVIEWED BY:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

SHEET NUMBER:

AR | AF

AR | LC | CS | AF

RES | KT

Address 3020 North Federal Highway, Suite 10, Ft. Lauderdale, FL 33306

P: 954 406 5389

1" = 30'-0"

DEMOLITION PLAN

1/8" = 1'-0"

EXISTING BUILDING TO BE DEMOLISHED

DEMOLITION NOTES:

THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ON SITE LOCATIONS OF EXISTING UTILITIES.

2. NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING

3. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, SUPERVISION, AND EQUIPMENT REQUIRED FOR THE ORDERLY DEMOLITION AND REMOVAL OF EXISTING STRUCTURES, PAVEMENT AND UTILITIES AS SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN.

4. THE CONTRACTOR IS REQUIRED TO FAMILIARIZE HIMSELF WITH THE STRUCTURES TO BE DEMOLISHED. A BRIEF DESCRIPTION OF THE STRUCTURES IS INCLUDED

FOR THE CONTRACTOR'S CONVENIENCE ONLY.

5. ALL EXISTING UTILITIES ONSITE TO BE PROTECTED UNLESS OTHERWISE NOTED

6. PRIOR TO REMOVAL OF ANY UNDERGROUND SEWAGE TANK AND COMPONENTS FROM SERVICE, CONTRACTOR MUST COMPLETELY DRAIN THE SYSTEMS TO AN APPROVED SANITATION TANK FOR DISPOSAL AT AN APPROVED LOCATION AND IN ACCORDANCE WITH LOCAL & STATE REQUIREMENTS.

7. ALL ON SITE UNDERGROUND STRUCTURES AND PIPING MUST BE COMPLETELY REMOVED AND OVEREXCAVATED BY A MINIMUM OF 12" BENEATH THE STRUCTURES. CONTRACTOR SHALL USE APPROVED FILLING MATERIAL FOR FILLING THESE AREAS. FILL SHALL BE OF CLEAN, FINE SAND AASHTO CLASS A-3 AND SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8" IN THICKNESS AND COMPACTED TO AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557).

8. ALL EXISTING STRUCTURES, PAVEMENTS, SLABS, FOUNDATIONS, STEPS, AND OTHER EXISTING FEATURES INDICATED ON THE DRAWINGS TO BE REMOVED SHALL BE DEMOLISHEDAND REMOVED BY THE CONTRACTOR. REMOVE NO STRUCTURE SUBSTANTIALLY AS A WHOLE. DEMOLISH COMPLETEY ON THE PREMISES.

9. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK.

10. ELECTRICAL, TELEPHONE, CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY PRIOR TO COMMENCEMENT OF CONSTRUCTION. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS A NECESSITY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE.

11. PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES. EXECUTE THE WORK IN A MANNER TO AVOID HAZARDS TO PERSONS AND PROPERTY AND PREVENT INTERFERENCE WITH THE USE OF AND ACCESS TO ADJACENT BUILDINGS. STREETS AND SIDEWALKS SHALL NOT BE BLOCKED BY DEBRIS

AND EQUIPMENT.

12. AIR HAMMERS OR OTHER DEVICES WILL BE PERMITTED ON EXTERIOR WORK.

13. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS

ENCOUNTERED DURING THE DEMOLITION/EXCAVATION PROCESS.

14. REMOVE AND LEGALLY DISPOSE OF ALL OTHER RUBBISH, RUBBLE, AND DEBRIS. COMPLY WITH ALL APPLICABLE LAWS AND REGULATIONS GOVERNING DISPOSAL

OF WASTES AND DEBRIS.

15. PAVEMENT REMOVAL:

A. WHERE EXISTING PAVEMENT IS TO BE REMOVED, SAW-CUT THE SURFACING LEAVING A UNIFORM AND STRAIGHT EDGE WITH MINIMUM DISTURBANCE TO THE

REMAINING ADJACENT SURFACING. IF CONSTRUCTION RESULTS IN RAVELING OF THE SAW-CUT

SURFACE, RECUT BACK FROM THE RAVELED EDGE PRIOR TO RESTORATION.

B. WHERE EXISTING PAVEMENT, CURB, CURB AND GUTTER, SIDEWALK, DRIVEWAY, OR VALLEY GUTTER IS REMOVED FOR THE PURPOSE OF CONSTRUCTING OR REMOVING BOX CULVERTS, PIPE, INLETS, MANHOLES, APPURTENANCES, FACILITIES OR STRUCTURES, SAID PAVEMENT, ETC., SHALL BE REPLACED AND RESTORED IN EQUAL OR BETTER CONDITION THAN THE ORIGINAL, CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR, MATERIALS, EQUIPMENT, TOOLS, SUPPLIES, AND

OTHER EQUIPMENT AS REQUIRED.

16. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES.

17. PERMITTING: IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY REQUIRED PERMITTING FOR DEMOLITION FROM RESPONSIBLE REGULATORY AGENCIES

AND FULLY ACKNOWLEDGE AND COMPLY WITH ALL REQUIREMENTS PRIOR TO COMMENCING

DEMOLITION WORK.

18. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED IN ORDER TO PERFORM THE CONTRACT WORK FOR THIS PROJECT. THE CONTRACTOR SHALL CONDUCT SITE VISITS AND SHALL EXAMINE ALL OF THE INFORMATION WITHIN THESE DOCUMENTS: ALL DISCREPANCIES AND/OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO BID SUBMITTAL.

19. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.

20. THE CONTRACTOR SHALL COORDINATE WITH OWNER PRIOR TO COMMENCEMENT OF ANY WORK. ACTUAL REMOVAL AND/OR RELOCATION OF ALL EXISTING PLANTS IS TO BE CONDUCTED BY THE LANDSCAPE CONTRACTOR. IT IS THE RESPONSIBILITY OF THE SITEWORK CONTRACTOR TO COORDINATE DEMOLITION ACTIVITIES WITH THE LANDSCAPE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND

PRESERVINGTREES AS INDICATED BY THE OWNER.

21. CONTRACTOR SHALL LIMIT ALL DEMOLITION ACTIVITY TO THAT AREA DELINEATED IN THE DRAWING. ALL OTHER EXIST. UTILITIES INCLUDING : STORM DRAINAGE, GAS, ELECTRIC, TELEPHONE, WATER & SEWER SHALL BE PRESERVED & PROTECTED.

22. A SEPARATE DEMOLITION PERMIT IS REQUIRED FOR THE DEMOLITION OF THE ANY BUILDINGS LOCATED WITHIN CONSTRUCTION AREA.

23. CONTRACTOR MAY LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THIS SHEET BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, SIDEWALK, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IT'S REMOVAL AND REPAIR.

24. CONTRACTOR WILL BE PROVIDED ASBESTOS SURVEY. CONTRACTOR SHALL OBTAIN FDEP PERMIT AS REQUIRED.

25. REFER TO LANDSCAPE PLANS FOR TREES TO BE SAVED, RELOCATED, OR REMOVED ONSITE.

26. REMOVE ANY REMNANT CONCRETE WITHIN PROJECT SITE

LEGEND:

TO BE DEMOLISHED

EXISTING BUILDING : 1,820 SF

DECK EXTENSIONS : 475.5 SF

TOTAL AREA TO BE DEMOLISHED : 2,295.5 SF

PARKING LOT, 53 SPACES01

EXISTING WET-SLIP MARINA 36 BOATS UP TO 25' IN LENGHT

EXISTING BUILDING TO BE DEMOLISHED, APPROXIMATELY

2,000 SF

EXISTING FORKLIFT LAUNCH WELL

FUEL TANK

EXISTING LAKE HARRIS BOAT RENTALS

DRYSTACK BUILDING 145 BOATS, UP TO 24' IN LENGTH

DECK EXTENSION TO BE DEMOLISHED08

N C

C1.0

N P

EXISTING FLOATING QUEUE DOCK

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1'-2 3/4"

15' - 10"

15' - 10" 11' - 4 1/2"

38' - 10"

104' - 2 1/2"

10' - 0" 10' - 0"

10' - 0"

12' - 0" 5' - 6 1/2"

12' - 0" 5' - 7"

12' - 0"

10' - 0"

25' - 6 1/2"

20' - 0"

37' - 1"

22' - 11 1/2"

51' - 11 1/2"

22' - 2 1/2"

12' - 10 1/2"

2 1 /2"

R =7'-2"

R= 4' - 6 1/2"

R =15' - 10"

R = 4' - 7

R = 3' - 6"

R = 4' - 7"

R = 13' - 8 1/2"

R = 4' - 5"

R = 5' - 5

R= 12' - 10"

R = 5'

- 0

R = 7' - 5"

10' - 0"

24' - 3 1/2"

R=11' - 10"

R=10' - 6"

R =10' - 5 1/2"

R=12' - 0"

4' - 6"

4' - 3"

10' - 0 1/2"

14' - 3" 76' - 0"

0' - 0 1/4" / 1' - 0"

43' - 0"

0' - 0 1/4" / 1' - 0"0'

- 0

1/ 4"

/ 1

SLOPE

SLO

+/- 0' - 0'' +/- 0' - 6''+/- 0' - 0''

+/- 0' - 0''

0' - 0 1/4" / 1' - 0"

- 0

+/- 0' - 6'' +/- 0' - 0''

+/- 0' - 0''

FFE

FFE FFE

FFE

9' - 0 1/2"23' - 3"43' - 8 1/2"

17' - 8"

7 1 /2"

A4.7

8'' PVC

Ø 4'' PVC

LS #68

Ø 1''

Ø 6''

Ø 4'' PVC

EXISTING SIDEWALK SLOPE

TO BE MODIFIED

10' - 0"

10' - 0" 10' - 0"

10' - 0"

41' - 4"

112' - 8"

67' - 6"

" 5' - 10"

- 4

86' - 4"

100' - 10 1/2"

203' - 10"

109' - 10 1/2"

6' - 10"

16' - 9 1/2"

13' - 1 1/2"

2" 7'

20' - 10 1/2" 5' - 10"

52' - 2" 14

7' - 4 1/2"

24' - 2"

12' - 3"

57' - 11"

4' - 2 1/2"

24' - 3 1/2" 14' - 6" 37' - 6 1/2"

32' - 0"

7' - 0"

10' - 6"

2' - 9 1/2"

5' - 5 1/2"

AREA OF WORK

+ 67.00'

+ 66.06'

+ 65.90'

BALL PARK ROAD

+ 66.58'

+ 66.58'+ 66.94'

+ 66.58'

+ 66.76'

+ 66.51'

+ 66.59'

+ 65.90'

+ 66.75'

+ 66.51'

+ 66.61'

C1.3

5' - 0"

DATE REVISION

ISSUED FOR:

DATE:

PROJ NO.: 23-007

DRAWN BY:

REVIEWED BY:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

SHEET NUMBER:

AR | AF

AR | LC | CS | AF

RES | KT

Address 3020 North Federal Highway, Suite 10, Ft. Lauderdale, FL 33306

P: 954 406 5389

N C

D S

C1.1 1" = 20'-0"

PROPOSED SITE PLAN

09/11/2024

SITE DATA INFORMATION:

BUILDING INFORMATION:

PARCEL ID: 26-19-24-0004-000-06900

BUILDING AREA : 1,671.93 SF

BUILDING USE : MARINA OFFICE AND RESTROOMS

MAXIMUM BUILDING HEIGHT (CITY / COUNTY CODE) : 35'-0''

ACTUAL BUILDING HEIGHT (ONE STORY) : 21'-10''

ON-SITE LAND INFORMATION:

CURRENT LAND USE : MARINA OFFICE

PROPOSED LAND USE: MARINA OFFICE

AREA OF PROPOSED IMPROVEMENTS:

DEVELOPMENT TYPE: MARINA OFFICE

PERVIOUS/IMPERVIOUS CALCULATION OF AREA OF WORK:

PERVIOUS 8,554.07 SF 66.09 %

IMPERVIOUS 4,388.78 SF 33.91 %

TOTAL AREA OF WORK 12,942.85 SF 100 %

PARKING INFORMATION:

EXISTING PARKING : 53 SPACES (3 ADA SPACES)

PARKING REQUIRED : REQUIRED PARKING SPACES ARE AT THE DISCRETION OF THE CITY OF

LEESBURG

BUILDING SETBACKS AND LANDSCAPE BUFFERS:

NORTH SOUTH EAST WEST

REQUIRED: 20' 20' 20' 20'

PROVIDED: 20' 20' 20' 20'

LANDSCAPE BUFFERS:

NORTH SOUTH EAST WEST

REQUIRED: 10' 10' 10' 10'

PROVIDED: 10' 10' 10' 10'

FLOOD ZONE INFORMATION:

ZONE AE (BFE = + 63.8') NAVD88

LEGEND:

PROPERTY LINE

WATER SETBACK

EXISTING BUILDING TO BE DEMOLISHED

LIGHT DUTY ASPHALT PAVEMENT

HEAVY DUTY ASPHALT PAVEMENT

EXISTING SIDEWALK TO REMAIN

NEW STAMPED CONCRETE

SIDEWALK

NEW PROPOSED BUILDING, 1,671 SF

EXISTING WET-SLIP MARINA 36 BOATS

UP TO 25' IN LENGHT

EXISTING BUILDING TO BE DEMOLISHED,

APPROXIMATELY 2,000 SF

EXISTING FORKLIFT LAUNCH WELL

GRIDS FOR WATER DRAINAGE

EX. FUEL TANK W/ NEW DECORATIVE

FENCE

EXISTING LAKE HARRIS BOAT RENTALS

DRYSTACK BUILDING 145 BOATS, UP

TO 24' IN LENGTH

PARKING LOT, 53 SPACES

03 04

BLACK ALUMINUM FENCE

FIBER

WASTE WATER

WATER

AREA OF WORK

DEMO OLD FLAG POLE AND INSTALL

NEW "NAUTICAL" FLAG POL WITH UP

LIGHTING

12 TWO (2) SWING GATES. SEE A7.1

FENCE DETAIL VIEW

08.13.24 REV 1

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1'-2 3/4"

CONTRACTOR TO MANTAIN CLEAR

WALKWAY TO ACCESS SLIPS WHILE

CONSTRUCTION IN UNDERWAY

DOCK A TO BE BUILD FIRST

DOCK B TO BE BUILD SECOND

TEMPORARY BOATS

TRACCESS TO MARINA

DURING CONSTRUCTION

NOTE : CONTRACTOR TO PROPERLY

SECURE TEMPORY ACCESS TO EXISTING

MARINA SLIPS FROM UPLANDS DURING

MARINA CONSTRUCTION & ADD/MODIFY

RAMPS AS NEEDED AND APPROVED BY

OWNER/ENGINEER

SMALL FIBER VAULT

WITH SPLICE CASE

TEMP FIBER TO EXISTING BUILDING

UNTIL BLDG IS DEMOLISHED

TEMP FIBER IN SMALL CONDUIT

ATTACHED TO BASE OF CONSTRUCTION

FENCE TO TEMP OFFICE BUILDING

30 FOOT CONCRETE SERVICE POLE,

PULL BOX AND 2'' CONDUIT LOCATION

DATE REVISION

ISSUED FOR:

DATE: 09.11.24

PROJ NO.: 23-007

DRAWN BY:

REVIEWED BY:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

SHEET NUMBER:

AR | AF

AR | LC | CS | AF

RES | KT

Address 3020 North Federal Highway, Suite 10, Ft. Lauderdale, FL 33306

P: 954 406 5389

1" = 20'-0"

MARINA OPERATIONS PLAN

LEGEND:

CONTRACTOR FENCE

CONTRACTOR STAGING AREA

TEMPORARY MARINA OFFICE AND

RESTROOMS TO BE COMPLETED

BEFORE EXISTING OFFICE IS REMOVED

EXISTING BUILDING TO BE DEMOLISHED,

APPROXIMATELY 2,000 SF

EXISTING BUILDING TO BE DEMOLISHED

APPROX. 2,000 SF

04 NEW PROPOSED BUILDING

1,671 SF

CONTRACTOR TO MAINTAIN

ACCESS TO SLIPS AND

RESTROOMS/OFFICE AT ALL

TIMES

SLIPS WILL STAY OPEN DURING

CONSTRUCTION

CONSTRUCTION AREA - FENCED OFF

BY BUILDING CONTRACTOR

N C

05 BLACK ALUMINUM FENCE

TEMPORARY FIBER

MARINA CONDUITS LEGEND:

1 EXISTING CONDUIT TO EXISTING BUILDING TO BE

ABANDONED OR REMOVED ONCE THE TEMP OFFICE IS

IN PLACE AND STAFFED.

GC TO INSTALL 2" CONDUIT FROM THE DATA ROOM TO

THE NEW SUMMIT FIBER OPTIC VAULT FOR FIBER

OPTIC CABLE TO THE NEW MARINA BUILDING DATA

CLOSET.

GC TO INSTALL 2" CONDUIT FROM THE NEW MARINA

BUILDING DATA CLOSET TO THE PULL BOX NEXT TO

THE NEW SERVICE POLE.

GC TO INSTALL 2" CONDUIT FROM THE NEW MARINA

BUILDING DATA CLOSET TO THE FLAG POLE AREA.

NOTE: THIS CONDUIT WILL NOT BE INSTALLED IF THE

PLANS FOR THE NEW FUEL DISPENSER AND REMOTE

READOUT IS INSTALLED.

GC TO INSTALL TEMP 2" CONDUIT FROM THE NEW

SUMMIT FIBER VAULT TO THE TEMP MARINA OFFICE

BUILDING. CONDUIT TO BE TEMPORARILY ATTACHED

TO THE BASE OF THE CONSTRUCTION FENCE.

NOTE: MARINA FIBER MOVE AND TEMP RUN

NEW SUMMIT BROADBAND VAULT LOCATION SUMMIT

BROADBAND WILL BE REQUIRED TO:

DIG DOWN AND INTERCEPT CURRENT FIBER CONDUIT AT THE

VAULT LOCATION NOTED.

PULL BACK EXISTING FIBER TO NEW VAULT AND TERMINATE

FIBER IN SPLICE CASE.

RUN (2) TEMP 12 COUNTS FROM THE SPLICE CASE. ONE BACK

INTO THE EXISTING BUILDING UNTIL IT IS TORN DOWN AND A

SECOND TO THE TEMP OFFICE ON THE EAST SIDE OF THE

PROPERTY.

GC WILL BE REQUIRED TO PLACE TEMP CONDUIT FROM THE

PULL BOX TO THE TEMPORARY OFFICE TRAILER..

NOTE: WIRELESS BACKHAUL RADIO POLE

GC WILL INSTALL THE FOLLOWING:

1. INSTALL A 30 FOOT SERVICE POLE (CONCRETE) AT THE

LOCATION NOTED ON THE THIS MAP.

2. GC WILL COORDINATE WITH CITY OF LEESBURG I.T. FOR THE

EXACT INSTALLATION LOCATION.

3. 2 INCH CONDUIT FROM THE DATA ROOM IN THE NEW MARINA

BUILDING TO A PULL BOX.

4. GC WILL INSTALL POLE, CONDUITS, JUNCTION BOXES,

RADIOS, CAMERAS, DATA LINES AND MOUNTING HARDWARE

ON THE POLE.

5. EXISTING RADIOS, CAMERA, AND LIGHTNING DIFFUSER WILL

BE PROVIDED TO THE GC FOR INSTALLATION.

6. GC WILL WORK WITH THE CITY OF LEESBURG I.T.

DEPARTMENT ON ALIGNMENT OF THE RADIOS AND CAMERA

ONCE THEY ARE INSTALLED.

CAMERA AND RADIO SERVICE

POLE DIAGRAM:

C1.2

06 REMOVE AND REPLACE EX. CHAIN

LINK FENCE WITH NEW DECORATIVE

ALUMINUM FENCE

+ 55.8'

DREDGE TO ELEV.

56.8'

RECORD HWL = 64.81'

RECORD LWL = 60.92'

ELEV. TOP OF CAP = 65.33'

ELEV. TOP OF CAP = 66.58'

6'' CONCRETE FILLED STELL BOLLARDS

ELEV. = 65.90'

EXISTING GROUND

FINISHED FLOOR ELEV. = 67.00'

DRY STORAGE BUILDING

+ 55'

+ 50'

+ 60'

+ 65'

+ 70'

WATER ELEV. = 62.8'

+ 59.8'

+ 62.8'

+ 66.7' + 66.2'

+ 55'

+ 50'

+ 60'

+ 65'

+ 70'

SAW CUT CONTRACTION JOINT

SIDEWALK

COMPACTED BENEATH PROPOSED

SIDEWALK AREA TO 98% MAX.

DENSITY PER AASHTO T-180.

12"

SLOPE 8% MAX.

RAMP WITH SIDEWALK

SAW CUT CONTRACTION JOINT

SAW-CUT EXIST. ASPHALT

PVMT. AND REMOVE PVMT. IN

PROPOSED SIDEWALK AREA

(IF APPLICABLE)

FINISHED ASPHALT

PAVEMENT

SIDEWALK VARIES (5' MIN.)

COMPACTED BENEATH PROPOSED

SIDEWALK AREA TO 98% MAX.

DENSITY PER AASHTO T-180.

SLOPE 2% MIN.

6'' RAISED CURB

12"

A B C

1.5” OF FDOT SP-9.5 FINE MIX ASPHALTIC CONCRETE

COMPACTED TO AN AVERAGE FIELD DENSITY OF 93

PERCENT OF THE LABORATORY MAXIMUM DENSITY.

SUPERPAVE ASPHALTIC CONCRETE STRUCTURAL COURSE

SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF

THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND

BRIDGE CONSTRUCTION.

6” OF LIMEROCK OR CRUSHED CONCRETE COMPACTED TO

A MINIMUM DENSITY OF 98 PERCENT OF THE MODIFIED

PROCTOR (ASTM D -1557) MAXIMUM DRY DENSITY VALUE

WITH A MINIMUM LBR OF 100. BASE COURSE MATERIAL

SHALL COMPLY WITH THE LATEST EDITION OF THE FDOT

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION. LIMEROCK SHALL BE MINED FROM AN

APPROVED SOURCE.

12” OF STABILIZED SUBGRADE COMPACTED TO AT LEAST 98

PERCENT OF THE MODIFIED PROCTOR (ASTM D - 1557)

MAXIMUM DRY DENSITY VALUE WITH A MINIMUM LBR OF 40.

SUBGRADE MATERIAL SHALL COMPLY WITH THE LATEST

EDITION OF THE FDOT STANDARD SPECIFICATIONS FOR

ROAD AND BRIDGE CONSTRUCTION.

D E F

2.5” OF FDOT SP-12.5 TOPPED WITH FDOT SP-9.5 FINE MIX

ASPHALTIC CONCRETE (IN COMPLIANCE WITH ALLOWABLE

LIFT THICKNESS FOR FINE TYPE SP MIXES) COMPACTED TO

AN AVERAGE FIELD DENSITY OF 93 PERCENT OF THE

LABORATORY MAXIMUM DENSITY. SUPERPAVE ASPHALTIC

CONCRETE STRUCTURAL COURSE SHALL BE IN

CONFORMANCE WITH THE LATEST EDITION OF THE FDOT

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION.

8” OF LIMEROCK OR CRUSHED CONCRETE COMPACTED TO

A MINIMUM DENSITY OF 98 PERCENT OF THE MODIFIED

PROCTOR (ASTM D -1557) MAXIMUM DRY DENSITY VALUE

WITH A MINIMUM LBR OF 100. BASE COURSE MATERIAL

SHALL COMPLY WITH THE LATEST EDITION OF THE FDOT

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION. LIMEROCK SHALL BE MINED FROM AN

APPROVED SOURCE.

12” OF STABILIZED SUBGRADE COMPACTED TO AT LEAST 98

PERCENT OF THE MODIFIED PROCTOR (ASTM D - 1557)

MAXIMUM DRY DENSITY VALUE WITH A MINIMUM LBR OF 40.

SUBGRADE MATERIAL SHALL COMPLY WITH THE LATEST

EDITION OF THE FDOT STANDARD SPECIFICATIONS FOR

ROAD AND BRIDGE CONSTRUCTION.

LIGHT DUTY ASPHALT

HEAVY DUTY ASPHALT

NOTES:

1.BASE MATERIAL SHALL BE EXTENDED A MINIMUM OF 1 FOOT BEYOND THE BACK OF CURB AND SUB-BASE SHALL BE

EXTENDED 1 FOOT MIN. BEYOND THE BASE.

2.CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT BY TERRACON CONSULTANTS, INC, DATED JANUARY 9, 2019

(PROJECT NO. H1185015) FOR ADDITIONAL INFORMATION.

DATE REVISION

ISSUED FOR:

DATE:

PROJ NO.: 23-007

DRAWN BY:

REVIEWED BY:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

SHEET NUMBER:

AR | AF

AR | CS | LC | AF

RES | KT

Address 3020 North Federal Highway, Suite 10, Ft. Lauderdale, FL 33306

P: 954 406 5389

N C

C1.3

09/11/2024

1" = 10'-0"

SEAWALL SECTION

1 1/2" = 1'-0"

INTEGRAL CURB AND SIDEWALK

2 1" = 1'-0"

FLEXIBLE PAVEMENT DETAIL

-6

-6-5

-6-5-5

-5-5

-5

-4

-7

-6

-7

-5

-6

-5

-7

-8

-7

-8

-10

-13

-15

-16

-14

-12

-10

-12

-14

-13

-8

-9

-7

-8

-8 -8

-8

-7

-8

-7

-8

-7

1'-2 3/4"

-6

-6 -5

-6 -5-5

-5 -5

-5

-4

-7

-6

-7

-5

-6

-5

-7

-8

-7

-8

-10

-13

-15

-16

-14

-12

-10

-12

-14

-13

-8

-9

-7

-8

-8 -8

-8

-7

-8

-7

-8

-7

-6

-6 -5

-6 -5-5

-5 -5

-5

-4

-7

-6

-7

-5

-6

-5

-7

-8

-7

-8

-10

-13

-15

-16

-14

-12

-10

-12

-14

-13

-8

-9

-7

-8

-8 -8

-8

-7

-8

-7

-8

-7

A3.0

1-04

OFFICE

118 SF

1-02

RECEPTION

297 SF

1-09

MEN'S

RESTROOMS

135 SF

1-05

OFFICE

130 SF

1- 10

PATIO

228 SF

1-03

STORAGE

CLOSET

28 SF

1-06

WOMEN'S

RESTROOMS

132 SF

1-07

JANITORS

CLOSET

15 SF

1/ 2"

10' - 10"4' - 3"

10' - 10"

1' - 3"

3' - 2"

0' - 3"

A1 A1 A1

A1A1

0' - 10"

FFE

A2.0

A2.11

A2.1 2

A3.0

0' - 10"

FFE

0' - 6"

0' - 10"

FFE

1-08

AC CLOSET

13 SF

A5.0

4' - 5 1/2"

A5.1

7" 3'

0" 3'

9' - 4" 3' - 2"

1' - 0" 3' - 2"

A3.1

A3.1 A2.0

A4.3

A4.5

1-01

ENTRANCE

77 SF

A3.1

0' - 0"

39' - 5"

A6.1 1

A6.0 3

A4.5

3' - 8"

27' - 3" 5' - 5 1/2" 17' - 5 1/2"

8' - 8 1/2"

13' - 5"

3" 5'

1/ 2"

17' - 1 1/2" 5' - 1" 17' - 3"

3' - 9 1/2"

14' - 4"

2" 3'

0' - 6"

25' - 1"

4' - 3" 20' - 10 1/2" 5' - 10" 19' - 3 1/2"

2" 0'

9' - 9"

12' - 9"

0' - 0 1/4" / 1' - 0"

0' - 6"

0' - 6" 0' - 0 1/4" / 1' - 0"

5' - 6 1/2"

A4.0

A4.1

A4.3

A4.61

A4.6

0' - 6"

4''

A4.5

FFE

SLOPE

FFE

3' - 6"

FFE

3' - 0"

3' - 0" 2' - 0 1/2"2' - 0 1/2"3' - 0"2' - 9 1/2"3' - 0"3' - 4 1/2"

2' - 0"8' - 5" 3' - 11 1/2"

4" 3'

3" 3'

2' - 0 1/2"3' - 0"2' - 0 1/2"3' - 0"7' - 2 1/2"6' - 9"2' - 0"8' - 4 1/2"

4' - 11"

0' - 5 1/2"

12' - 5" 1' - 8" 9' - 10" 1' - 8"

8" 7'

DATE REVISION

ISSUED FOR:

DATE:

PROJ NO.: 23-007

DRAWN BY:

REVIEWED BY:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

SHEET NUMBER:

AR | AF

AR | LC | CS | AF

RES | KT

Address 3020 North Federal Highway, Suite 10, Ft. Lauderdale, FL 33306

P: 954 406 5389

N C

D F

R P

A1.1 3/8" = 1'-0"

PROPOSED FLOOR PLAN

FLOOR PLAN LEGEND

5'' STUD WALL

8'' MASONRY WALL

CMU FILLED WITH CONCRETE

FIRE EXTINGUISHERFE

09/11/2024

FLOOR PLAN KEY NOTES

ROOF OVERHANG, REFER TO ROOF PLANS 01

02 WATER FOUNTAIN, ADA COMPLIANT, REFER TO PLUMBING PLANS

CONDENSING UNIT, REFER TO MECHANICAL PLANS

GUTTER OVERHANG, REFER TO ROOF PLANS

BLACK ALUMINUM FENCE

PRE-FINISHED ALUMINUM DOWNSPOUT (TYP.)

AX WINDOW TYPE

DETAIL CALLOUT

DX DOOR TYPE

WX WALL TYPE

ELEVATION TAGS

SECTION TAG

STRUCTURAL GRID

AX.X

X X

AX.X

CONCRETE COLUMN

STEEL COLUMN

ELECTRIC PANEL

REV 108.13.24

-6

-6-5

-6-5-5

-5-5

-5

-4

-7

-6

-7

-5

-6

-5

-7

-8

-7

-8

-10

-13

-15

-16

-14

-12

-10

-12

-14

-13

-8

-9

-7

-8

-8 -8

-8

-7

-8

-7

-8

-7

1'-2 3/4"

CLG. HT.

CLG. HT.CLG. HT.

CLG. HT.

1-04

OFFICE

1-02

RECEPTION

1-09

MEN'S

RESTROOMS

1-05

OFFICE

1-10

PATIO

228 SF

1-03

STORAGE

CLOSET

1-06

WOMEN'S

RESTROOMS

1-07

JANITORS

CLOSET 1-08

AC CLOSET

1-01

ENTRANCE

+ 9' - 0"

9' - 0"

9' - 0" 9' - 0"

9' - 0"

10' - 3 1/2"

CLG. HT. CLG. HT.

CLG. HT.

9' - 10 1/2"

DATE REVISION

ISSUED FOR:

DATE:

PROJ NO.: 23-007

DRAWN BY:

REVIEWED BY:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

SHEET NUMBER:

AR | AF

AR | LC | CS | AF

RES | KT

Address 3020 North Federal Highway, Suite 10, Ft. Lauderdale, FL 33306

P: 954 406 5389

N C

G P

A1.2

3/8" = 1'-0"

REFLECTED CEILING PLAN

CEILING PLAN LEGEND

1''X4'' SURFACE MOUNTED FIXTURE

RECESSED DOWNLIGHT

5/8'' MOISTURE RESISTANT GYPSUM BOARD CEILING

1''X6'' TONGUE AND GROOVE, STAINED

EMERGENCY LIGHT FIXTURE

EMERCENCY SIGN FIXTURE

09/11/2024

CEILING HUNG FAN

NOTES:

REFER TO MEP DRAWINGS BY MLE

12'' X 6'' CEILING EXHAUST FAN

RESTROOMS VENTS

RETURN

BLACK LED OUTDOOR WALL LANTERN SCONCE

WITH UP-DOWN LIGHT OUTPUT

CAMERAS / DATA

REV 108.13.24

-6

-6-5

-6-5-5

-5-5

-5

-4

-7

-6

-7

-5

-6

-5

-7

-8

-7

-8

-10

-13

-15

-16

-14

-12

-10

-12

-14

-13

-8

-9

-7

-8

-8 -8

-8

-7

-8

-7

-8

-7

1'-2 3/4"

RIDGE

HIP

RIDGE

VALLEY

G E

0' - 6" / 1' - 0"0' - 6" / 1' - 0"

SLOPE SLOPE

SLOPESLOPE

SLOPE

41' - 9"

43' - 0"

15' - 9 1/2"

15' - 10"

0' - 7 1/2" 10' - 1 1/2" 0' - 7 1/2"

15' - 9 1/2"

15' - 10"

11' - 4 1/2"

0' - 6" / 1' - 0"

0' - 6 " / 1

' - 0

0' - 6" / 1' - 0"

0' - 6 " / 1

' - 0

5' - 0"

3' - 10" 12' - 0 1/2"

DATE REVISION

ISSUED FOR:

DATE: 09.11.24

PROJ NO.: 23-007

DRAWN BY:

REVIEWED BY:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

SHEET NUMBER:

AR | AF

AR | LC | CS | AF

RES | KT

Address 3020 North Federal Highway, Suite 10, Ft. Lauderdale, FL 33306

P: 954 406 5389

3/8" = 1'-0"

ROOF PLAN

N C

R O

O F

A1.3

ROOF PLAN KEY NOTES

STANDING SEAM METAL ROOFING (TYP.)01

PRE-FINISHED ALUMINUM DOWNSPOUT (TYP.)02

PRE-FINISHED ALUMINUM GUTTER (TYP.)03

CMU WALL BELOW 04

3' - 2"

A1A102

A3 A3A3

TOP OF CUPOLA

TOP OF ROOF

TOP OF ENTRY ROOF

TOP OF CUPOLA WINDOW

BOTTOM OF TRUSS BEARING

TOP OF BRICK VENCER

0' - 6 " / 1

' - 0 " 0' - 6" / 1' - 0"

18' - 8 1/2"

SLOPE SLOPE

A4.3

4" 5'

2" 1'

0" 3'

2" 1'

4" 0'

2" 6'

11' - 1"

22' - 1 1/2"

17' - 1 1/2"

13' - 7 1/2"

3' - 2"

07 03

09A2

A3A3 A3

A1 A1 A1

TOP OF CUPOLA WINDOW

TOP OF ROOF

BOTTOM OF TRUSS BEARING

TOP OF CUPOLA

TOP OF BRICKS VENCER

17' - 1 1/2"

11' - 0"

A4.6

18' - 8 1/2"

0' - 6 " / 1

' - 0 " 0' - 6" / 1' - 0"

SLOPESLOPE

0' - 6"

1'-0"0' - 6"

1'-0"

6" 4'

4" 3'

4" 1'

2" 1'

1/ 2"

3" 3'

22' - 1 1/2"

DATE REVISION

ISSUED FOR:

DATE: 09.11.24

PROJ NO.: 23-007

DRAWN BY:

REVIEWED BY:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

SHEET NUMBER:

AR | AF

AR | LC | CS | AF

RES | KT

Address 3020 North Federal Highway, Suite 10, Ft. Lauderdale, FL 33306

P: 954 406 5389

N C

N O

O U

N S

A2.0

3/8" = 1'-0"

NORTH ELEVATION

3/8" = 1'-0"

SOUTH ELEVATION

ELEVATIONS KEY NOTES

STANDING SEAM 22 GA. METAL ROOF 16'' PANEL

WIDTH W/ STANDOFF PANEL CLIPS

5/8'' THICK, 3 COAT STUCCO APPLICATION, OVER CMU, MED. SAND

FINISH, WHITE COLOR. 02

DECORATIVE CHICAGO BRICK WAINSCOT, 6'' THICK03

PRE-FINISHED ALUMINUM FASCIA04

WHITE PAINTED STUCCO FINISH OVER CONCRETE WALL05

HIGH/LOW ADA DRINKING FOUNTAIN07

BLACK ALUMINUM FENCE

08 ALUMINUM SIGNAGE ATTACHED TO WALL

09 STEEL COLUMN

PRE-FINISHED ALUMINUM DOWNSPOUT

PRE-FINISHED ALUMINUM GUTTER

12 CEILING FAN

SECURITY CAMERA JUNCTION BOXES:

INSTALL (1) CAT6 SOLID COPPER IN A SINGLE GANG JUNCTION BOX.

TERMINATE END OF CABLE WITH RJ-45 CONNECTOR T568B.

INSTALL (1) CAT6 SOLID COPPER IN A SINGLE GANG JUNCTION BOX.

TERMINATE END OF CABLE WITH RJ-45 CONNECTOR T568B.

INSTALL (1) CAT6 SOLID COPPER IN A SINGLE GANG JUNCTION BOX.

TERMINATE END OF CABLE WITH RJ-45 CONNECTOR T568B

INSTALL (1) CAT6 SOLID COPPER IN A SINGLE GANG JUNCTION BOX.

TERMINATE END OF CABLE WITH RJ-45 CONNECTOR T568B

INSTALL (1) CAT6 SOLID COPPER IN A SINGLE GANG JUNCTION BOX.

TERMINATE END OF CABLE WITH RJ-45 CONNECTOR T568B

INSTALL (1) CAT6 SOLID COPPER IN A SINGLE GANG JUNCTION BOX.

TERMINATE END OF CABLE WITH RJ-45 CONNECTOR T568B

INSTALL (1) CAT6 SOLID COPPER IN A SINGLE GANG JUNCTION BOX.

TERMINATE END OF CABLE WITH RJ-45 CONNECTOR T568B

ALL JUNCTION BOXES MUST BE INSTALLED LOW ENOUGH FROM THE

ROOF LINE TO ALLOW FOR A CLEAR LINE OF SITE FROM ANY LINE OF

SITE OBSTRUCTION.

ANY UNUSED JUNCTION BOXES WILL BE COVERED BY A FACE PLATE.

SINGLE GANG JUNCTION BOXES WILL BE COVERED BY A 5 X 5 INCH.

CAMERA ELECTRICAL MOUNT JUNCTION BOX.

CAMERA ELECTRICAL MOUNT JUNCTION BOXES WILL BE INSTALL OVER

THE BOX WITH AT LEAST TWO TAPCON SCREWS DIRECTLY INTO THE

WALL.

GC WILL BE REQUIRED TO INSTALL ALL CAMERA ELECTRICAL MOUNT

JUNCTION BOXES AND CAMERAS.

CITY OF LEESBURG IT WILL ALIGN AND TEST ALL CAMERAS.

INSTALL (1) CAT6 SOLID COPPER IN A SINGLE GANG JUNCTION BOX.

TERMINATE END OF CABLE WITH RJ-45 CONNECTOR T568B

BLACK LED OUTDOOR WALL LANTERN SCONCE WITH UP-DOWN LIGHT

OUTPUT

SECURITY CAMERA

CAST IN PLACE BEAMS (REFER TO STRUCTURAL)15

KEY DROP BOX16

A1 A1

A3A3

13' - 7 1/2"

9' - 6"

11' - 1"

TOP OF CUPOLA

TOP OF ROOF

TOP OF ENTRY ROOF

BOTTOM OF TRUSS BEARING

TOP OF CUPOLA WINDOW

TOP OF BRICK VENCER

0' - 6"

FINISHED FLOOR

0' - 4"

1'-0" 0' - 4"

1'-0"

17' - 1 1/2"

- 6

- 0 " 0' - 6" / 1' - 0"

22' - 1 1/2"

BOTTOM OF CONCRETE BEAM

SLO

PE SLOPE

9" 5'

2" 9'

2" 0'

2" 1'

18' - 8 1/2"

2" 1'

1/ 2"

5" 5'

3' - 2"

4' - 6"

A3 A3

13' - 7 1/2"

11' - 1"

TOP OF CUPOLA

TOP OF CUPOLA WINDOW

TOP OF ROOF

TOP OF ENTRY ROOF

BOTTOM OF TRUSS BEARING

TOP OF BRICK VENCER

FINISHED FLOOR

TOP OF BRICK VENCER

TOP OF DOOR

0' - 5 1/2"

8' - 0"

0' - 4"

1'-0" 0' - 4"

1'-0"

17' - 1 1/2"

18' - 8 1/2"

22' - 1 1/2"

- 6

- 0 " 0' - 6" /…

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