NSB_Boat_House_100_Plans.pdf

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FLORIDA

Port Orange, FL 32129 Unit 302 4643 S. Clyde Morris BlvdDredging & Marine Consultants

ENGINEERS SCIENTISTS

Phone:(386) 304-6505 Fax:(386) 304-6506 www.dmces.com

VITALY B. FEYGIN, P.E.

FLORIDA LICENSE No. 65890

ENGINEER CERTIFICATION:

I HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL ENGINEER IN THE

STATE OF FLORIDA PRACTICING WITH DMC, DREDGING & MARINE

CONSULTANTS LLC, A CORPORATION, AUTHORIZED TO OPERATE AS AN

ENGINEERING BUSINESS, CERTIFICATE OF AUTHORIZATION # 9410, BY THE

STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL

REGULATION, AND THAT I, OR OTHERS UNDER MY DIRECT SUPERVISION, HAVE

PREPARED OR APPROVED THE EVALUATIONS, FINDINGS, OPINIONS,

CALCULATIONS, CONCLUSIONS OR TECHNICAL ADVICE HEREBY REPRESENTED

BY THESE DRAWINGS.

NOTE TO CONTRACTOR:

THESE DRAWINGS AND THE PROJECT SPECIFICATIONS ARE COMPLEMENTARY,

AND ANY REQUIREMENT OF ONE SHALL BE A REQUIREMENT OF THE OTHER. IT

IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE THE DRAWINGS AND

SPECIFICATIONS AND TO COMPARE THE REQUIREMENTS OF EACH DIVISION

AND ENSURE THAT EACH TRADE OR SUBCONTRACTOR IS MAKING THE

ALLOWANCES NECESSARY TO PROVIDE THE OWNER A COMPLETE FACILITY,

OPERATIONAL IN ALL RESPECTS, UNLESS OTHERWISE SPECIFICALLY STATED

IN THE DRAWINGS OR PROJECT MANUAL.

IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF

RECORD (EOR) ANY DEFICIENCIES OR DISCREPANCIES AMONG THE DIVISIONS

OF THE DRAWING AND SPECIFICATIONS PRIOR TO THE DEADLINE FOR BID

SUBMITTAL. NEITHER THE OWNER OR ENGINEER WILL BE RESPONSIBLE FOR

ANY DEFICIENCIES OR DISCREPANCIES RAISED AFTER THE BID OPENING.

ACCORDINGLY, IN LIGHT OF THESE OBLIGATIONS, THE ENGINEER IS

OBLIGATED TO INTERPRET THE DRAWINGS SPECIFICATIONS IN A MANNER

THAT WILL PROVIDE THE OWNER WITH A COMPLETE, FUNCTIONING FACILITY

FOR THE BID PRICE.

REPRODUCTION SCALE:

THESE PLANS SHALL BE PRINTED IN COLOR AND

ARE SCALED TO ACCURATELY BE REPRODUCED ON

11X17 SIZED SHEETS. ALL OTHER SHEET SIZES ARE

NOT TO SCALE.

PROJECT LOCATION MAP

SECTION 17, TOWNSHIP 17 SOUTH, RANGE 34 EAST

CITY OF NEW SMYRNA BEACH

POLICE BOATHOUSE

APRIL 10, 2026

CONSTRUCTION DRAWINGS

VOLUSIA

COUNTY

INDEX & LOCATION MAP

EXISTING CONDITIONS

GENERAL NOTES

GENERAL NOTES

ENVIRONMENTAL NOTES

AERIAL

SITE PLAN

UTILITY PLAN

STRUCTURAL NOTES

STRUCTURAL NOTES

PILE / FRAMING PLAN

ACCESS PIER DETAILS

ACCESS PIER DETAILS

DOCK FRAMING PLAN

DOCK DETAILS

ROOF DETAILS

GRADE BEAM DETAILS

GATE DETAILS

SPECIFICATIONS

ELECTRICAL SITE PLAN

ELECTRICAL SITE PLAN - OVERALL

RISER AND SCHEDULES

SECURITY CAMERA DETAILS

ELECTRICAL DETAILS

TOPO. AND HYDRO. SURVEY

TOPO. AND HYDRO. SURVEY

TOPO. AND HYDRO. SURVEY

TOPO. AND HYDRO. SURVEY

TOPO. AND HYDRO. SURVEY

PROJECT AREA

INDIAN RIVER

NORTH

NORTH CAUSEWAY

SOUTH CAUSEWAY /

STATE ROAD 44

170 NORTH CAUSEWAY, NEW SMYRNA BEACH, FL 32169

US

FRED CLEVELAND MAYOR

VALLI PERRINE ZONE 1

LISA MARTIN ZONE 2

JASON MCGUIRK ZONE 3

BRIAN ASHLEY ZONE 4

CVR

C-01 C-02 C-03 C-04 C-05 C-06 C-07 S-01 S-02 S-03 S-04 S-05 S-06 S-07 S-08 S-09 S-10 E-1 E-2 E-2.1 E-3 E-4 E-5

INDEX

SHEET DESCRIPTION

CITY COMMISSION

NEW SMYRNA BEACH

CONTACT: JESSE KOBE,

CAPITAL PROJECTS DIRECTOR

210 SAMS AVE. NEW SMYRNA BEACH, FL 32168

PHONE: (386) 410-2613

OWNER

100% PLANS

ALL WORK MUST BE PERFORMED IN ACCORDANCE

1. FDEP PERMIT No.: ERP_0450700-004 EI, DATE ISSUED: AUGUST 13, 2025

2. USACE PERMIT No.: SAJ-2025-01042 (GP-ALD), DATE ISSUED AUGUST 26, 2025.

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VOLUSIA COUNTY PROPERTY APPRAISER

APPROXIMATE SITE LOCATION, FACING WEST DMC, 05-22-2025

PROPERTY MAP

EXISTING CONDITIONS, FACING SOUTH DMC, 05-22-2025

BLACK MANGROVE

TO BE REMOVED

PROPOSED

BOATHOUSE

LOCATION

PROPOSED

BOATHOUSE

LOCATION

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EXISTING ROCKS/BOULDERS TO BE REMOVED

AS NEEDED FOR PILE INSTALLATION AND

REPLACED IN SIMILAR FOOTPRINT

WATER ACCESS AND

STAGING AREA

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2IMPORTANT NOTES TO BIDDERS:

1. The Contractor shall keep a pile driving log as specified in the plans and may not cut off piles until the Engineer has given approval to do so. The Contractor must provide advanced notification of a request to cut off piles so that the Engineer may make field observations, if necessary. The Engineer will not make a structure certification if the Contractor does not comply with this requirement.

2. The Contractor shall retain all material delivery tickets, material testing reports and cut-sheets/shop drawings for manufactured products for the project and provide copies to the Engineer on a weekly basis. The Engineer will not make a structure certification if the Contractor does not comply with this requirement.

3. The Engineer must be given advanced notice of the critical stages of construction such as initial construction stakeout, pile driving, timber framing, boat lift installation, first casting of concrete, etc. The Engineer will not make a structure certification if the Contractor does not comply with this requirement.

4. The location of existing utilities, utility services, facilities, and structural features shown on these plans has been determined from the information available at the time of the preparation of these plans, but do not purport to be absolutely correct and are provided for only the convenience of the Contractor. Any inaccuracy or omission in such information shall not relieve the Contractor of its responsibility to protect the existing features from damage and unscheduled interruption of service or from the responsibility to relocate utilities are required. Should a discrepancy arise between these plans and actual field conditions which would appreciably affect the execution of the plans the Contractor shall stop construction and notify the County and utility or facility owner immediately. The Contractor shall verify, prior to construction, the exact location, elevation, dimensions of all existing utilities, facilities, structures, and other features (whether or not shown in the plans). The Contractor shall be solely responsible for coordination of any utilities to be adjusted by others for the construction of this project and shall coordinate with other utilities and entitles as required to ensure the successful implementation of this project.

5. A pre-construction meeting must be scheduled before start of construction and all parties are to attend including: Owner or Owner's Representative, Engineer, Prime Contractor, Subcontractor(s), Surveyor, Applicable Tradesmen, etc. The Engineer will lead the meeting and provide a list of critical items to discuss.

GENERAL:

1. Owner hereinafter refers to Owner's Representative, City, County, Town, Developer or

Private Entity.

2. All elevations in the project plans are referenced to feet N.A.V.D. 88.

3. The project shall be straight, plumbed, level, and elevations are correct as shown in plans.

4. Any deviation from these plans, notes or specifications must be approved in writing by the Owner or Engineer, or else the deviation will be considered construction non-compliant with the plans and specifications.

5. Any discrepancies amongst the plans, notes, specifications and other bid documents must be resolved in writing by the Owner or Engineer prior to continuing the work in question.

6. These plans, notes and specifications, along with the other components of the project bidding documents, constitute the only instructions to bidders/contractors, unless written addenda are issued.

7. All construction, manufacturing, fabrication and testing of materials shall be performed under the guidelines set forth in applicable local, state and federal codes, and/or under recommendations provided in technical publications of respected professional or industry organizations. Material testing programs, where applicable, shall be presented to the Engineer for review and approval prior to construction.

8. All products constructed or manufactured/supplied for the project shall be accompanied by industry acceptable warranties or guarantees.

9. For the purpose of these specifications. "Project Completion" is defined as completion of an agreed upon list of punchlist items compiled in a planned project walkthrough held at a time the Contractor considers the project to be "Substantially Complete". The Contractor shall notify the Owner and Engineer at least 120 hours in advance of substantial completion and schedule a mutually agreeable walkthrough.

10. A portion of the site lies within flood zones “VE" with a base flood elevation of 9.0 as indicated on Federal Emergency Management Agency Flood Insurance Rate Map Community Panel No.12127C0357J dated September 29, 2017.

11. Any materials interfering with construction, and all abandoned utility lines, pipes, structures and other subterranean objects to be removed, shall be disposed of as directed by the Owner. All materials not claimed by the Owner shall be disposed of at the Contractor's expense in areas provided by the Contractor.

12. All materials to be removed from the existing structures per the construction plans.

13. The Contractor shall endeavor to protect private property. Any damage caused by the

Contractor in the performance of his work shall be corrected to the satisfaction of the Engineer at the Contractor's expense. Payment shall not be made for this work.

14. Any damage to state, county, or local roads caused by the Contractor's hauling or excavation equipment shall be repaired by the Contractor to the satisfaction of the Engineer. Payment shall not be made for this work.

15. The construction lengths indicated in these plans are approximate. Actual limits may be set in the fields as directed by the Engineer.

16. During land alteration and construction activities, it shall be unlawful to remove vegetation by grubbing, or to place soil deposits, debris, solvents, construction material, machinery or other equipment of any kind within the dripline of a tree to remain on site unless approved by the Engineer.

17. All trimming undertaken on a tree protected by provisions of the land development code shall be pruned in accordance with the National Arborist Association (NAA) Pruning Standards.

18. The Owner and the Engineer reserve the right to perform quality assurance testing on all materials delivered to project and to reject all materials not meeting acceptable standards.

19. The Contractor shall be responsible for the complete stake-out of the project, i.e., line, grade, slope stake, utility relocations or any other stake-out that may be required to complete the project in accordance with the plans and specifications. Any and all expenses incurred for this work shall be included in the unit price bid for other items. No additional payment shall be made for this work. Contractor shall also be required to provide a certified as-built survey of the grading, drainage and earthwork improvements and meet any minimum requirements of Owner.

20. Overall cleanup shall be accomplished by the Contractor in accordance with Owner standards or as directed by the Engineer. Any and all expenses incurred for this work shall be included in the unit price bid for other items.

21. If, during construction activities, any evidence of historic resources including, but not limited to, aboriginal or historic pottery, prehistoric stone tools, bone or shell tools, historic trash pits, or historic building foundations are discovered, work shall come to an immediate stop and the client and the Florida Division of Historical Resources shall be notified within two working days.

22. All materials and construction shall be in accordance with the more stringent of the current FDOT Standards and Specifications or City of New Smyrna Beach Standards and Specifications.

23. Contractor shall be responsible for independently calculating all quantities for the project including earthwork. It is the Contractors responsibility to verify the Engineers estimated quantities included on the bid schedule.

24. The Contractor shall provide pumping equipment and devices to properly remove and dispose of water during construction, if needed.

25. Refer to construction pollution prevention plan for erosion control notes.

SURVEY INFORMATION:

Topographic information shown hereon from survey performed by Arc Surveying & Mapping, Inc. January 2, 2023. Referenced on the North American Vertical Datum of 1988 (N.A.V.D. 88).

SOIL BORINGS:

Structural calculations based on the Subsurface Soil Exploration and Geotechnical Engineering Evaluation, dated March 5, 2025 by Universal Engineering Sciences, LLC. The Subsurface Soil Exploration and Geotechnical Report has a total of eight borings, B-1, B-2, B-3, B-4, B-5, B-6, B-7, and B-8. Refer to the Geotechnical Report.

ENVIRONMENTAL AND PERMITS:

1. The U.S. Army Corps of Engineers (USACE), Florida Department of Environmental

Protection (FDEP) and the local city or county may exert jurisdiction over construction of the project. The Contractor shall be responsible to understand and comply with all applicable permit conditions imposed by the jurisdictional agencies, if permits are necessary. The Contractor is responsible for all permits required for construction, including but not limited to mangrove trimming, mangrove removal, etc. as stated in the USACE and FDEP permits indicated on the cover sheet of this plan set.

2. Contractor must comply with general state water quality standards for siltation and guidelines for encounters with threatened and endangered species.

3. All building and construction-related permits from the local (city or county) or state authorities are the responsibility of the Contractor.

4. The Contractor shall be responsible for penalties and/or fines levied due to work that is not in accordance with permit conditions.

5. National Marine Fisheries Services has special conditions for manatees. See details.

SUBMITTALS:

All submittals shall be made to the Engineer of Record for review and approval, in writing, prior to ordering and before construction. Submittals also include but are not limited to, shop drawings, mark-up drawings, sketches, cut-sheets, product literature, additional specifications, photographs and letters.

Submittals list:

1. Schedule for completion of work with tasks and durations defined.

2. Shipping, Stockpile and Site Administration Plan (SSSAP).

3. Temporary Traffic Control plan (TTC) for vehicles and pedestrians, including material deliveries, stockpile area(s), worker's parking and construction equipment.

4. Site-Specific Safety Plan shall be distributed and reviewed with all site workers prior to said workers commencing work on the project site. See "Site Safety" heading.

5. The Contractor is responsible for obtaining and submitting all required shop drawing submittals as required by the construction plans and technical specifications for construction of the project to the Engineer at the pre-construction meeting. Any uncertainties of the shop drawings as related to the plans or specifications shall be presented to the Engineer prior to or during the pre-construction meeting.

6. Changes, alternates or other methods different from project plans must be approved, in writing, via submittals required by the Engineer and/or Owner.

7. After completing the punchlist in the field, the Contractor must submit a itemized punchlist, as-built survey and record drawings for final changes and the Engineer of Record approving in writing.

8. The Contractor shall be responsible for keeping a log of change orders, RFI's and shop drawings. The log shall be updated and available upon request.

INSPECTION COORDINATION:

1. The Engineer will be conducting routine observations and observations at critical stages of construction. A minimum of 120 hours notice shall be given to the Engineer prior to commencing the critical stages of construction. In general, critical stages are the initial work on the major structure components. Examples of critical stages of construction include: initial construction stakeout, pile driving, timber framing, boat lift installation, first casting of concrete, etc.

2. The local city or county may perform their own construction observations in addition to the Engineer. No observers other than the Engineer or his/her designated representative shall have the authority to determine compliance with plans and specifications.

3. Other observers may relay information to the Engineer, but it will be the Contractor's ultimate responsibility to maintain contact and resolve disputes, questions, field changes, payment requests, etc. directly with the Owner or Engineer.

CONSTRUCTION SURVEYING:

1. Stake-out survey of the project is the responsibility of the Contractor. Beginning and end points will be provided by the Owner or Engineer in the project drawings.

2. The staked project must be approved by the Engineer prior to commencing construction.

The Engineer reserves the right to make alignment changes based on conditions portrayed by the initial stakeout.

3. Methods and frequency of continuing stake-out during construction shall be submitted to the Engineer for approval prior to beginning construction.

4. The Contractor must perform an independent construction record survey (as-built survey) as a check for compliance at the end of the project. The record survey must be signed and sealed by a State of Florida Licensed Professional Surveyor. The record survey must be referenced to feet N.A.V.D. 88.

5. The Prime Contractor is advised that certification of the project elevations and alignment is required by the Engineer for final acceptance of work.

SITE SAFETY:

The Contractor shall prepare and adhere to a Site-Specific Safety Plan. The contents of the plan are:

1. Identification of potential hazards and injuries pertaining to the specific site and project.

2. Location of nearest hospital.

3. Assure availability of at least one working cell phone and one vehicle on site at all times.

4. Emergency contacts within the Subcontractor's organization and at the Prime

Contractor's organization.

5. All field personnel shall wear appropriate safety attire and utilize appropriate personal protection equipment for a given task/operation such as safety glasses/goggles, masks, shields, gloves, harnesses, hard hats, steel-toed boots,etc.

6. Safety kit shall be available onsite at all times with appropriate materials for potential hazards and injuries.

7. The Site-Specific Safety Plan shall be distributed and reviewed with all site workers prior to said workers commencing work on the project site.

8. The Contractor shall follow all applicable local, state, and federal codes regarding site safety.

9. The Contractor shall adjust the means and methods of this plan as appropriate for maintaining site and operational safety.

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3SITE MAINTENANCE:

1. The Contractor shall maintain a clean and neat site, void of loose debris, trash, remnant parts or materials.

2. Trash receptacles and removal service shall be maintained by the Contractor specifically for this project. Pre-existing trash/debris facilities shall not be used to maintain the project.

3. Temporary debris piles shall be limited in number as much as practical and contained in designated areas until removal. Debris and trash shall not be scattered in areas outside the limited designated areas at any time.

4. Removal of trash/debris shall be scheduled as appropriate to not allow piles to reach five-feet in height or greater than ten-feet in diameter. Debris individually larger than these dimensions shall be removed from the site within five working days. Receptacles shall not overflow at any time.

5. Where necessary, the Contractor shall employ a Temporary Traffic Control plan (TTC) for vehicles and pedestrians, including material deliveries, stockpile area(s), worker parking and construction equipment. The plan must be in writing, including sketches or drawings, and must be submitted to the Owner or Engineer for review and approval before commencement of any work.

6. The Contractor shall follow all applicable local, state and federal codes regarding site maintenance.

MOBILIZATION AND DEMOBILIZATION:

1. It is understood that this project will require work in and over water. Access to near water construction areas is required for material storing, hauling, erection and construction. All facilities, public or private, used for such purposes shall be repaired to their original condition following "Completion" of the project, including grade and topping (sod, tree/vegetation cover, established road, etc.)

2. The Contractor shall present a Shipping, Stockpile and Site Administration Plan (SSSAP) to the Owner or Engineer for approval. The plan shall be specific to the project requirements for the particular materials to be delivered to the site, describing delivery points, stockpile areas, temporary debris/trash storage areas, temporary field office (including utilities maintained there), fencing, security and a statement of commitment and details for maintaining safety on the site.

3. The Owner or Engineer shall have the right to exercise reasonable alterations or additions to the SSSAP.

4. It is the Contractor's responsibility to coordinate, and pay for, necessary utilities to occupy the site and perform the work.

5. The Contractor shall not demobilize until project completion, and all parties have agreed and signed off in writing.

TECHNICAL SPECIFICATIONS FOR SITE PLAN TESTING:

1. MATERIAL

The inspection and testing of materials and finished articles to be incorporated in the work shall be made by bureaus, laboratories, or agencies approved by the Engineer of Record.

The Contractor shall submit such samples, or such special or test pieces of materials as the Engineer of Record may require. The Contractor shall not incorporate any material or finished article into the work until the results of the inspections or tests are known and the Contractor has been notified by the Engineer of Record that the material or finished article is accepted. All materials must be of the specified quality and be equal to the approved sample if a sample has been submitted. Certified copies of all tests made shall be submitted to the Engineer of Record as well as to the Owner's designated site inspector.

The Owner's designated site inspector must receive copies of all testing reports and certificates prior to the Engineer of Record requesting a final project inspection from the Owner.

2. LABORATORY CONTROL AND CERTIFICATES SPECIFICATIONS:

Sampling, testing, and laboratory methods shall be in accordance with the standard specifications of the AASHTO or ASTM. Where AASHTO or ASTM specifications are used, the reference shall be construed to be the most recent standard specifications or tentative specifications of the AASHTO or ASTM in force on the date of the test.

TEST AND CERTIFICATES:

The Contractor shall engage an approved testing laboratory to provide the following tests and certifications signed by a registered Engineer of the State of Florida. All technicians performing the tests shall be state certified for the testing performed. Additional tests that may be required by either the Engineer of Record or the Owner shall also be provided by the Contractor, and the following shall not be taken as a complete and exhaustive list of the Contractor's testing responsibilities.

a. Soil analysis for structural fill material prior to installation.

b. Proctor densities, moisture content, compacted field densities and Atterberg limits.

EROSION AND TURBIDITY CONTROL:

The following measures represent minimum standards to be adhered to by the Contractor throughout the construction of this project. The Owner reserves the right to require additional measures to be employed when warranted by extreme conditions and/or the failure of the Contractor to employ the appropriate erosion and turbidity control best management practices.

Failure to comply with these provisions shall result in the issuance of a "stop work order".

1. It shall be the responsibility of the Contractor to have all protective vegetation barricades, erosion and turbidity control structures and measures in place prior to the commencement of any work. These measures include, but are not limited to, temporary construction fences, hay bales, silt fences, and floating turbidity barriers. Further, it shall be the responsibility of the Contractor to maintain all erosion control devices throughout the duration of the entire project. Maintenance shall include periodic inspection and removal of debris abutting erosion control devices.

2. Prior to the installation of any fill materials on subject site, silt fences shall be installed (1) along subject site boundary and property lines, (2) at the edge of conservation easements and wetlands, (3) adjacent to natural landscape buffers, (4) around the perimeter of existing storm water treatment facilities, and (5) at any additional areas that the Owner deems necessary to be protected from potential erosion impacts during construction. These conditions shall apply in all instances where fill material is being installed within 25-feet of any of the aforementioned locations. While these items represent the minimum requirements, the Owner reserves the right to impose additional protective measures, as determined during actual site visits conducted throughout project construction.

3. At a minimum, the Contractor shall seed and mulch all disturbed areas. Sufficient grass coverage is to be established within thirty days.

4. Soils are to be stabilized by water or other means during construction. This is intended to reduce soil erosion and the impact to neighboring communities. Adequate watering methods should be employed to allow daily coverage of the entire limits of all areas that do not have an established vegetative cover. Methods to be employed include, but are not limited to, water trucks, permanent irrigation systems, temporary sprinkler systems operated by pumping units connected to wet retention ponds, water cannons, temporary irrigation systems mounted atop stockpile areas, and other methods as deemed necessary by the Owner.

5. Any permitted demolition or removal from submerged lands or adjacent uplands shall be fully contained within siltation devices such that permit turbidity requirements and state water quality standards are met.

FILL MATERIAL AND SURFACE TREATMENT:

1. Fill material shall be from an upland source and shall be clean, construction quality free from organics, oils, grease, and debris. The source company shall provide a sieve analysis to the Engineer for approval prior to shipping material.

2. Fill material shall be placed in maximum 6-inch lifts and compacted to minimum 98% percent optimum proctor moisture content and density. Testing shall be at the expense of the Contractor, by a qualified independent testing company. The testing company name, qualifications and contact information shall be provided to the City or Engineer for approval prior to commencing soil testing.

3. The filling and compaction should be performed with the smallest practical equipment to reduce surcharge on the structure during the operation. Heavy equipment shall not be operated within 25-feet of the grade beam or structures. The Contractor shall review backfilling procedure with the Engineer prior to commencing.

4. Area to be filled shall be stripped of organic materials prior to filling.

5. If any much material is discovered, it shall be required to be removed and replaced with a suitable material that is properly filled, compacted and tested using AASHTO T-180 modified proctor method.

DEMOLITION, CLEARING AND RESTORATION:

1. Demolition or clearing may require permits. The Contractor shall acquire all necessary building permits from the local municipality prior to commencing work.

2. Clearing and removal of vegetation, concrete with exposed rebar, necessary soil, and debris will be required within the project structure footprint.

3. Demolition or removal of objects, debris, or material specified or obstructing construction shall take place only to the extent necessary.

4. The site shall be restored by removing and finishing all evidence of construction including temporary haul roads, vehicle ruts, stockpile areas, shoreline slopes and vegetation, sod and areas subject to project work.

AS-BUILT SURVEY AND RECORD DRAWINGS:

1. As-built survey and record drawings shall be submitted at the time of the punchlist review and shall be reviewed by the Engineer for completeness and correctness.

2. The record drawings shall be a designated set of drawings maintained on site for the purpose of hand-making all changes and deviations from the original design, no matter how slight. Color markings are preferred.

3. The record drawings shall also contain any and all field changes with respect to location, alignment, height, width, length, depth, materials, products, etc.

SECURITY GATE AND LOCK:

1. Security gate shall be marine grade aluminum minimum 7-feet tall with wings at 45°.

2. Security gate shall include a locking mechanism, with a weatherproof cover.

3. All shop drawings shall be submitted to Engineer for approval.

BOAT LIFT:

1. Boat Lift Mfg. - DECO or approved equal

2. Minimum Capacity: 10,000 lbs

3. Design vessel parameters by New Smyrna Beach:

a. Metal Shark 21 Relentless

4. Lifts shall be aluminum, six-post, side mounted stainless steel cable type with carpeted bunks for easy boat loading/off-loading.

5. All shop drawings shall be submitted to Engineer for approval.

PLUMBING:

1. All construction will be in compliance with Florida Building Code: Plumbing, latest edition.

2. All plumbing lines shall be P.V.C. schedule 80 plastic pipe.

WATER SERVICE:

1. Locations of potable water and other underground utility lines are approximate as depicted on the plans. The Contractor is responsible for requesting all needed utility locates from Sunshine 811, and other underground utility service providers with facilities within or adjacent to the project prior to starting any excavation or demolition activity. The Contractor will be responsible for any damage and stabilization to underground utilities that have been located.

2. Potable water connections and service components shall be constructed in accordance with City of New Smyrna Beach standards, specifications, details, and procedures.

3. Contractor shall be responsible for determining if City staff must be present to observe critical stages of potable water service construction, or to perform connections. The Contractor shall be responsible for providing sufficient notification period to the City and the Engineer to permit scheduling or observation or connection duties. No additional contract time shall be approved if this notification is not given, and any work performed without required observation shall be rejected and replaced by the Contractor at no additional cost to the City.

4. The Contractor shall perform all required pressure, bacteriological and other testing as required by the City, other local and state regulatory agencies, and Engineer. These testing results shall be submitted to the City and Engineer prior to project close-out, and must be available for inspection at any time at the request of the City, other local and state agencies, and Engineer.

MANGROVE PLANTING:

1. Each mangrove shall consist of well-developed nursery stock, provided in a maximum

3-gallon container with an approximate container diameter of 10 to 11 inches.

2. Mangroves shall be planted within 1 to 2 feet landward of the Mean Low Water (MLW) line and spaced to maintain a minimum clear distance of 3 feet between plants.

3. Each mangrove shall be securely staked immediately following planting to prevent displacement due to tidal action, wave energy, or wind. The stakes shall remain in place until the mangrove has adequately established itself and can withstand high-energy environmental conditions.

4. Contractor shall verify final planting locations with Engineer prior to installation to ensure suitable substrate, and tidal/sun exposure.

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D1= 5'-0" STD. (SINGLE PANEL FOR DEPTHS 5'-0" OR LESS)

D2= 5'-0" STD. (ADDITIONAL PANEL FOR DEPTHS > 5'-0")

CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10 FEET. TWO (2) PANELS TO BE USED

FOR DEPTHS GREATER THAN 10 FEET UNLESS SPECIAL DEPTH CURTAINS

SPECIFICALLY CALLED FOR IN THE PLANS OR AS DETERMINED BY THE ENGINEER.

16" GALVANIZED

CHAIN (TYP.)

18 OZ. NYLON REINFORCED

PVC FABRIC (300 PSI TEST)

WITH LACING GROMMETS

CLOSED CELL SOLID PLASTIC FOAM

FLOATATION (6" DIS. EQUIV.)

(12 LBS. PER FT. BUOYANCY)

D1

D2

6061-T6 MARINE GRADE

ALUMINUM STRESS PLATES

6" POLY ROPE SEALED

IN VERTICAL HEM TO

REINFORCE GROMMETS

TYPE II FLOATING TURBIDITY BARRIER

1" = 4'

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INDIAN RIVER NORTH

AERIAL

1" = 20'

PROPOSED COVERED POLICE

BOAT DOCK WITH BOAT LIFT

MEAN LOW WATER LINE

EL.=(-)1.68' NAVD88

MEAN HIGH WATER LINE

EL.=(+)0.60' NAVD88

Feet 0 20 40

PROPOSED CONCRETE

GRADE BEAM

PROPOSED

SECURITY GATE

(3) PROPOSED BLACK

MANGROVES TO BE PLANTED

(1) EXISTING BLACK

MANGROVE TO BE REMOVED

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NOTE:

ANY EXISTING ROCK/BOULDERS WITHIN PROPOSED DOCK FOOTPRINT SHALL BE

REMOVED AS NEEDED AND REPLACED IN SIMILAR FOOTPRINT AFTER PILE

INSTALLATION. NO ROCK SHALL BE PERMANENTLY REMOVED FROM THE PROJECT SITE.

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INDIAN RIVER

NORTH

SITE PLAN

1" = 10'

PROPOSED TIMBER

ACCESS PIER

PROPOSED COVERED POLICE

BOAT DOCK WITH BOAT LIFT

PROPOSED TEMPORARY

SILT FENCE

PROPOSED TEMPORARY

TYPE II FLOATING

TURBIDITY BARRIERAPPROXIMATE

TOP OF BANK

CONCRETE

GRADE BEAM

20'-9"

PROPOSED

SECURITY GATE

MEAN LOW WATER LINE

EL.=(-)1.68' NAVD88

MEAN HIGH WATER LINE

EL.=(+)0.60' NAVD88

-7 -6-5-4-3-2

-2

-1

5'-0"

75'-3" 33'-0"

Feet 0 10 20

HOSE BIB

SECURITY CAMERA

SECURITY CAMERA

& (2) FLOOD LIGHTS

-8

(4) PROPOSED

DOCK LIGHTS

NOTES:

· PROPOSED ELECTRICAL CONDUIT AND WATER LINE SHOWN FOR BIDDING PURPOSES.

LOCATIONS MAY VARY.

· ANY EXISTING ROCK/BOULDERS WITHIN PROPOSED DOCK FOOTPRINT SHALL BE REMOVED

AS NEEDED AND REPLACED IN SIMILAR FOOTPRINT AFTER PILE INSTALLATION.

ACCESS PIER & DOCK PROFILE

1" = 10'

MLW EL.=(-)1.68' NAVD88

MHW EL.=(+)0.60' NAVD88

TOP OF DECK

EL.=(+)5.00' NAVD88

APPROXIMATE

MUDLINE

12" SQ. FDOT PRE-STRESSED

CONCRETE PILES

12" DIA. TIMBER PILES,

GRADE PER ASTM D25

74'-3" ACCESS PIER 35'-0" ROOF

SEE GRADE BEAM

DETAILS, SHEET S-08

9'-0"

SECURITY GATE W/ CAMERA

& (2) FLOOD LIGHTS

SECURITY CAMERA

PILE GUARD, INSTALL

18" BELOW MUDLINE

TO 15" ABOVE MHW

12" OVERHANG (TYP.)

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4'-413 16"

4'-413 16"

3'-6"

46'-6"

9'-6"TOP OF DECK

EL.=(+)5.00

SECURITY CAMERA

SECURITY CAMERA

4'-0"

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CAMERA/LIGHT POST CONNECTION

1" = 2'

HOSE BIBB MOUNTING DETAIL

1" = 2'

12" SQ. FDOT

PRE-STRESSED

CONCRETE PILE40HT HOSE BIBB OR

APPROVED EQUAL

4" DIA. SCH. 80 WHITE PVC

POTABLE WATER LINE. ATTACH w/ S.S. CONDUIT CLAMPS w/ S.S.

SCREWS SPACED EVERY 24"

HOSE BIBB NOTES:

· WOODFORD MODEL 40HT-LH

OR APPROVED EQUAL

· LEVER HANDLE

· FINISH FOR USE IN MARINE

ENVIRONMENT

· 3

4" INLET/OUTLET

· CONTRACTOR SHALL SUBMIT

SHOP DRAWINGS PRIOR TO

ORDERING AND INSTALLING

HOSE BIBB & COMPONENTS.

· EXACT PLACEMENT TO BE

DETERMINED IN THE FIELD

BY ENGINEER.

HOSE BIBB

UTILITY PLAN

1" =100'

PROPOSED DOCK

PROPOSED

ELECTRICAL LINE,

SEE ELECTRICAL

PLANS E-1

THROUGH E-5 FOR

SPECIFICATIONS

AND DETAILS

280± LF PROPOSED

4" PVC POTABLE

WATER LINE

CONNECT TO EXISTING

WHITE PVC WATER LINE

2'-0"

CONNECT TO EXISTING

POWER POLE

NOTES:

· INSTALL 11

4" DIA. SCHEDULE 80 WHITE PVC POTABLE WATER LINE.

PVC PIPE MUST BE CAPABLE OF CONNECTING TO STANDARD

DUCTILE IRON VALVES AND FITTINGS USING MECHANICAL JOINTS.

· CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LOCATING AND

CONNECTING TO THE EXISTING WATER LINE SHOWN.

· EXISTING DUCTILE IRON RECLAIM PIPE DIAMETER VARIES; PIPE

SHALL BE FIELD LOCATED TO CONTRACTOR, REMAIN IN PLACE,

AND BE PROTECTED DURING CONSTRUCTION. IF REQUIRED, A

SINGLE CROSSING OF THE PIPE WITH A VERTICAL CLEARANCE OF

1' MINIMUM MAY BE PERMITTED TO CONNECT TO THE PROPOSED

DOCK. POTABLE WATER LINE SHALL BE HAVE A MINIMUM OF 3'

HORIZONTAL DISTANCE FROM EXISTING DUCTILE IRON RECLAIM

PIPE.

· PROPOSED POTABLE WATER LINE SHALL BE BURIED MINIMUM 3'

BELOW GRADE.

· ALL UTILITIES MUST BE INSTALLED IN ACCORDANCE WITH THE

CITY OF NEW SMYRNA BEACH UTILITIES COMMISSION RULES,

DESIGN, AND CONSTRUCTION SPECIFICATIONS.

· SEE GENERAL NOTES FOR TESTING REQUIREMENTS.

EXISTING DUCTILE IRON

RECLAIM PIPE TO REMAIN

AND BE PROTECTED (TYP.)

EXISTING WHITE

PVC WATER LINE

POLE NOTES:

1. POLE BASE TO BE

ATTACHED TO DECK WITH

STAINLESS STEEL (S.S.)

HARDWARE.

2. LIGHT POLE SHALL BE

ATTACHED TO RAILING

POST AT A PILE LOCATION.

ATTACH WITH (3) 3 4"

DIAMETER THREADED

RODS, CAP NUTS, NUTS &

WASHERS THROUGH THE

6"x6" RAILING POSTS.

3. MODIFICATION/CUTTING OF

LIGHT POLES IS REQUIRED.

THE CUT SHALL BE

STRAIGHT AND FLAT TO

ENSURE FLUSH FITMENT

TO DECK AND A

PROTECTIVE EPOXY

COATING SHALL BE

APPLIED TO CUT PORTION

OF THE POLE.

4. EXACT PLACEMENT TO BE

DETERMINED IN THE FIELD

BY ENGINEER.

TR34-11 COMPOSITE POLE

OR APPROVED EQUAL

4" DIA. THREADED

RODS, CAP NUTS,

NUTS, & WASHERS

6" X 6" RAILING POSTS,

S.Y.P. No.1 GRADE

3" X 14" CAP BOARDS,

S.Y.P. No.2 GRADE

12" DIA. TIMBER PILE,

GRADE PER ASTM D25

CAMERA/LIGHT POLE

EXISTING PVC SEWER

PIPE TO REMAIN AND BE

PROTECTED (TYP.)

BASE PLATE PER

MANUFACTURER

WATER LINE

SAMPLE POINT 1

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AutoCAD SHX Text No. 65890 6589065890

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01GENERAL:

1. Contractor is advised that all plans, dimensions and details depict field conditions as known at time of design, Minor variations to be expected.

2. Contractor shall secure all required approvals and permits from the appropriate agencies, as required.

3. Do not scale these drawings. Written dimensions take precedence over the drawing scales.

4. It is solely Contractor's responsibility to verify all existing conditions and verify all field dimensions prior to job commencement. Contractor shall verify job site conditions and immediately notify Engineer of Record of any found discrepancies.

5. All dimensions shown on the plans are nominal dimensions and show design intent only.

Contractor shall be responsible for any required field adjustments accounting for minor dimension variations.

6. Contractor is fully responsible for temporary supports, formwork, shoring, bracing, scaffolding, temporary loads, means and methods of construction, and shall provide all materials and labor necessary for constructing the items and systems depicted on these plans, sections, details and specifications (if provided). The plans, sections and details shown on these drawings represent the finished product, unless noted otherwise.

7. All subcontractors hired by General Contractor shall be experienced or at all times supervised by experienced supervisor with at least 5 years of similar job experience.

8. It is the sole responsibility of the Contractor to locate, remove and reset/ reconnect all utilities as necessary.

9. Contractor shall review all completed work with the Engineer of Record (EOR) and/ or Owner's Representative, and demonstrate satisfactory operation of the structural system and mechanical equipment. Any found deficiencies shall be corrected by the contractor without additional expense to the owner.

10.Contractor shall turn over to the Owner a clean facility with the certificate of occupancy, record documents depicting as-built conditions, inspection certificates, warranties and bonds, evidence of payment, release of liens, and any operation and /or maintenance manuals.

11.Engineer of Record is responsible for structural system and geotechnical conditions shown on these drawings only. Should contractor find soil conditions to be different from conditions shown in these design documents, contractor shall immediately notify EOR.

12.Engineer is not responsible for any part of these package unless all sheets are electronically or wet sealed and signed by the EOR.

13. Any revisions and corrections indicated on the drawings shall be computer generated, and such revisions or addendums to these drawings will be valid only if one of the following methods are utilized:

a. The affected part of the set will be addressed by way of letter and/ or detail shown on 8.5” x 11” or 11” x 17” sheet signed and sealed by EOR

b. The affected sheets will be reissued in the whole entirety, and will contain the seal and signature of EOR.

14. Alterations to the structural system or construction materials will void EOR seal and signature.

ELEVATION DATUM:

1. All drawing elevations are referenced to North American Vertical Datum of 1988 (NAVD

88).

LOAD AND COMBINATIONS:

1. Dead Gravity Load:

· Weight of the timber deck and timber framing

2. Live Gravity Load:

· Live Gravity Load on the deck - 60 psf

· Boat Weight in suspended position - 30 kip

3. Lateral Load

· Transient Load

· Wind Load

· Wind Exposure - D

· Ultimate Wind Speed - 150 mph

4. Service Load Combinations:

· LC 1 = LL + DL

· LC2 = 0.6 Wind Load (No boat)

5. Factored Load Combinations:

· LC2 = 1.2 DL + 1.6 LL

· LC3 = 1.0 WL

6. Wind load and other live loads are not combined for the purpose of the dock analysis.

CAST-IN-PLACE CONCRETE:

1. Contractor shall perform all concrete work in strict accordance with applicable building codes: ACI 301, ACI 315, and ACI 318 latest editions.

2. Contractor shall review all plans, sections and…