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Land Development and Planning Project Files_3540 S. Ocean Blvd._20091210_000000MEMORANDUM DATE: December 10, 2009 TO: Michael Desorcy, Building Official FROM: Valerie Oakes, Deputy Town Clerk RE: Boat Lift Application - 2540 S. Ocean Blvd. At the Regular Planning Board meeting, the Town Attorney gave a legal opinion regarding the application that under the Town of Highland Beach Code of Ordinances section 30-68(h)(2), a public hearing is required for boat lifts on a canal; however, there is no such requirement that a public hearing be held for boat lifts on the Intracoastal Waterway. Both Federal and State Agencies have the jurisdiction for applications on the Intracoastal Waterway. Jerry Whitton of Broward Piling presented the application and stated that permits have been from the Florida Department of Environment and the Army Corps of Engineers. There are no environmental impacts, nor do they have any navigational issues. The Board reviewed the application and noted that the preliminary review from the Building Department states that the plans meet the Town of Highland Beach Zoning Code. Since the Planning Board does not have jurisdiction, the Board transmits the application back to the Building Department to finalize the application and monitor the construction of the boat lift. Valerie Oakes Deputy Town Clerk cc: Lou Stern, Chairman of the Planning Board Dale Sugerman, Town Manager Beverly Brown, Town Clerk Town of Highland Beach Application for Site Plan Review Planning Board Meets the Second Wednesday of the month at 9:30AM. Application must be received no later than 3 weeks prior to meeting. Site Plan Review Fee is $200.00 for a regular meeting. Submittal Requirements are listed on reverse. Property Location: Street Address:. u 'A MAJ Block:_ Lot: 1- --A Subdivision: P, `�R j P -)AN Q-rj Property Control Number: 24 _.d .__ t (goo Owner Information: Owner: Pr. --.i iJC L i2_i Address: Telephone: %( C 4 � { ._� Fax: / Q -- , ` Applicant Information: (if same as above so indicate) Applicant: Address: Telephone: Fax: Architect / Designer Information: if same as above so indicate) Architect: I IJ K Address: � (a D S C 1 � ; -0/0(1 P�c A�, `i Telephone: -q C Fax: i 234s7 New Construction: Alterations: Addition: Demolition Describe: 14, REM Q T, zs L I /70 Applicant Signature: Request For: Meeting on: Date: I Application # 2 ,� 6 S 7 Preliminary Review: 'Final Review: Amended Site Plan: Other: Plans meet Town of Highland Beach Zoning and other governmental agencies requirements. (� Plans meet Town of Highland Beach Zoning requirements, however approvals are pending with other governmental agencies. Plans do not meet Town of Highland Beach Zoning requirements. VA Building Department: H:1Forms\Plan Board Appd Page 1 of 2 Date. 7 oc RSD 6/01 evi d: 12/14/01, 5/30102,7/9/02 Town of Highland Beach Application for Site Plan Review Page 2 Minimum Submittal Requirements for Application: (Other requirements may apply, see Chapter 30, Article III Section 3) F] Architectural elevations, dimensioned site plan, landscaping plan, drainage study, exterior lighting details, location of walks and driveways, location of pools, site walls, etc. Drainage Provisions Site Lighting Plan Landscape and Irrigation Plan Survey (one year old maximum) Water Impact Study F] Affidavit of Authorization if Applicant is not owner E] Deed or other Proof of Ownership F] Separate Application Required for Signs nSeparate Application Required for Sales Trailers. F] Separate Application Required for Construction Trailers and /or Storage Containers. (May be processed with Site Plan review as one application if requested.) H:1Forms\Pian Board App Am RSD 6/01 Revised: 12/14/01, 5/30102, 7/9/02 Page 2 of 2 Procedure: Chapter 30, Section 30-68 Dolphins, Freestanding ilings, boat lifts and moorings:. • Complete Planning Board Application and submit to buildin department with correct fee 21 days before scheduled planning board meeting (Normally 2 Wednesday at 9:30 AM) • Attend Planning Board Meeting (First meeting is not a public hearing) At that meeting: The application will be discussed A date approximately 30 days in the future will be scheduled for the public hearing discussed in the ordinance. The reason for the 30 days is to give the board clerk time to advertise the hearing. A copy of the advertisement will be provided to the applicant. It is the applicants responsibility to mail a copy of the notice (certified mail, return receipt requested) to all property owners within 1000 feet along the waterway. The applicant may include other information with the notice if desired. The building department may give the applicant some suggestions as to how to obtain names for mailing. Notices must go to individual owners, However, the ordinance provides that in the case of a condominium association, only the Association and the association president (if known) are required to be noticed. • Attend Public hearing: Members of the public will be allowed to comment on your application. If approved, building department will issue permit(s) for work.. • Excerpts of ordinances 30-68 and 30-46 are included for your information, other ordinances and rules not included here may apply. H:\Forms\Planning Dolphin Procedure.doc Printed 8/19/2003 - Page 1 of 1 IMMr 0 'M- r a- -A r _ PART I CODE OF ORDINANCES / Chapter 30 ZONING CODE* / ARTICLE IV. ZONING DISTRICTS / Sec. 30-68. Supplemental district regulations. (h) Dolphins, freestanding pilings, boat lifts, and moorings: (1) Installation. In order to be installed, dolphins, freestanding pilings, boat lifts, and moorings shall comply with all standards listed below: a. The installation is approved by the planning board at an advertised public hearing. b. The mooring facilities will be located in a canal or waterway at least eighty (80) feet in width. C. The mooring facilities will not create a hazardous interference with navigation, endanger life or property, or deny the public reasonable visual access to public waterways. d. Construction of all mooring facilities shall require a building permit. (2) Public notice. In addition to the requirements of section 30-45, written notice must be provided by certified mail, return receipt requested, to owners of property abutting the canal and located within one thousand (1,000) feet, as measured from both property lines along the canal bank, of the property in question. Written notice shall be provided by the applicant at the applicant's expense. (3) Documentation. The building official or planning board may request evidence, prepared by a recognized marine expert, demonstrating the proposed mooring facilities will not be a hazard to navigation and will not deny reasonable visual access to public waterways. (4) Adjacent property. Installation of the mooring facilities shall not adversely affect the enjoyment or value of adjacent property. (5) Navigation. Installation of such mooring facilities shall not infringe upon standard navigational practices that are or may be used by abutting property owners. (6) Floating docks. Floating docks are permitted, subject to conformance with all zoning code requirements herein and compliance with all applicable building codes. his '.. n r.�.-rte r�4 ,.%r. %A%-- e�r�r+�inr►c m7�f nlo^ nnnhi, I fill is an ex.,Vl Nt, 0nhV1 %,vuc 0%--%,UWI 11 lay C41--ON-1 T Page 1 ■ no 11=-6- ■ - i X010T, • PART 1 CODE OF ORDINANCES I Chapter 30 ZONING CODE* I ARTICLE 111. DEVELOPMENT REVIEW / Sec. 30-46. Public notice. Sec. 30-46. Public notice. (a) Public hearings for zoning matters: (1} Public notice for public hearings for the development applications listed below shall comply with the requirements of this section: a. Official zoning map amendment (rezoning); b. Special exception; C. Variance; d. Amendment to an approved RPUD; and e. Any other action requiring public notice as provided herein. (2) Written notice of the public hearings shall be provided as follows: a. At least fifteen (15) days before the planning board or board of adjustment and appeals public hearing; and b. Prior to the first town commission public hearing, as'required by F.S. § 166.041, as amended. (3) Written notice shall be provided to each property owner located within three (300) feet of the affected property, excluding property owned by the applicant. If a condominium with an association is to be included, written notice may be provided only to the association president and the condominium's resident or property manager. NOTE: The three (300) hundred feet mentioned in paragraph (3) above is superseded by the one thousand (1000) feet reguirement in section 30-68 (4) Written notice shall include a description of the development approval requested, the location of the property affected, the body to be conducting the public hearing, and the date, -�-time, and location ofi the public hearing. - _ ___ __- _____-_ --- (5) Written notice shall be sent by certified mail with return receipt requested. The applicant for development order approval shall be responsible for obtaining the property owners list and for all expenses associated with the written notice. (6) Newspaper advertising, in a newspaper of general circulation, of the public hearings shall be provided as follows: a. At least ten (10) days before the planning board or board of adjustment and appeals public hearing; b. At least seven (7) days before the first town commission public hearing, or as otherwise required by F.S. § 166.041, as amended; and This is an excerpt, other code sections may also apply. Page 1 Highland. Beach Code of Urdinanres C. At least five (5) days before the second town commission public hearing, or as otherwise required by F.S. §166.041, as amended. (7) Newspaper advertisements shall comply with the requirements of F.S. § 166.041, as amended. (8) Public notice for planning board and town commission public hearings to consider zoning code text amendments shall comply with the requirements of F.S. § 166.041, as amended. (9) Public notice for planning board or town commission public hearings to consider multifamily and nonresidential site plan approvals, single-family site plan approvals, subdivisions or plats, or similar development orders shall be provided as may be required by the town commission. This is an excerpt, other code sections may also apply. Page 2 Record Search For Notification To Property Owners Go to Property Appraisers website www.co.i)alm-beach.fl.us/papa/ Click on record search Click on address Enter your address Click on map, map will appear with a star at your location. Adjust map scale to 1:3600 (this is equivalent to 1" = 300 feet) Pan map so that star is centered on map screen, print map (Star may not print on proper lot) Use ruler or compass on printed map to determine distance. (One inch = 300 feet.) Click on lots on screen, star will move to lot, owners information will appear. If information is not available, jot down number(s) Return to home screen, record search, this time using PCN Property Control Number) option, enter number(s) from your list. This will return a list on owners of units in that condominium. In case of a condominium you are only required to send notice to the President and the Manager of the association. The Property Appraisers web site will not furnish this information. Choice: send notice to all unit owners OR search for a registered agent for the condominium association.. To find a registered agent: Click on any owner, (Note that there may be multiple names listed for a unit,) Jot down the sub -division name Go to Florida's Corporate records site at: http://ccfco!p.dos.state.fl.us/corpweb/ingui!y/cormenu.html Click on search byname, Enter the subdivision name. (Not all condominium associations are listed.) This should list corporate officers. If the information is current, send a notice to the. registered agent, if the information is not current, or there is no information, send a notice to each unit owner. (One to a unit is sufficient.) Send notice to the registered agent if the corporate information is active and current (Note: This information may be out of date) C:\100\Forrns\Record Search for Notification.doc 7/29/2004 - Rev: Page 1 of 1 TOWN of HIGHLAND BEACH 3614 South Ocean Boulevard Highland Beach, FL 33487-3325 561 278-4540 Fax 561 278-2606 Receipt Record Receipt Number: RCPT2009-1353 Page -1 Date Printed: 11/10/2009 Received From: BROWARD PILING INC Date: 11/10/2009 Reference #: DS -26057 Received By: Lois K. Amount: $200.00 Comments: Fees: FEE2009-1558 Planning Board Fee Accounts: 001-310.000-341.91 Board Application Fees Other Fields: $200.00 $200.00 $200.00 $200.00 �� SDEPARTMENT OF THE ARMY ,II/, r JACKSONVILLE DISTRICT CORPS OF ENGINEERS 4400 PGA BOULEVARD, SUITE 500 PALM BEACH GARDENS, FL 33410 REPLY TO ATTENTION OF OCT its Palm Beach Gardens Regulatory Section SAJ-2009-2750(GP-ANM) - ". �... �5 7 �i t,. A Brian Prince 2540 South Ocean Boulevard Highland Beach, FL 33487 Dear Mr. Prince: Your application for a Department of the Army permit received on October 12, 2009, has been assigned number SAJ-2009-2750(GP- ANM). A review of the information and drawings provided shows the proposed work is to install a boatlift and associated pilings. The project is located in the Intracoastal Waterway, at 2540 South Ocean Boulevard (Section 28, Township 46, Range 43), Highland Beach, FL. Coordinates: 26.4325/-80.0672. Your project, as depicted on the enclosed drawings, is authorized by Regional General Permit (GP) SAJ-17. This authorization is valid until November 7, 2011. Please access the Corps' Regulatory webpage to view the special and general conditions for SAJ-17, which apply specifically to this authorization. The website address is as follows: http://www.saj.usace.army.mil/Divisions/Regulatory/sourcebook.htm. Once there you will need to click on "General Permits." Then you can. c -lick-_ on - the - spec-ific---SAJ permit_._ -- You- mu-st camply---with- all ---- of the special and general conditions and any project -specific conditions of this authorization or you may be ,subject to enforcement action. The following project -specific conditions are included with this authorization: 1. Within 60 days of completion of the work authorized, the attached "Self -Certification Statement of Compliance" must be completed and submitted to the U.S. Army Corps of Engineers. Mail the completed form to the Regulatory Division, Enforcement Section, 701 San Marco Boulevard, Jacksonville, Florida 32207. 2. The Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, -2- a. A plan view drawing of the location of the authorized work footprint (as shown on the permit drawings) with an overlay of the work as constructed in the same scale as the attached permit drawings (81�-inch by 11 -inch). The drawings shall include the X -Y coordinates of the most waterward point of the structure and a point at the mean high water line (MHWL) or the face of the bulkhead/seawall, if present. The drawings shall include: (1) The dimensions of the structure, (2) depth of water (at mean low water) at the waterward end of the structure, and (3) the distance from the waterward end of the structure to the near bottom edge of the channel. b. List any deviations between the work authorized by this permit and the work as constructed. In the event that the completed work deviates, in any manner, from the authorized work, describe on the As -Built Certification Form the deviations between the work authorized by this permit and the work as constructed. Clearly indicate on the as -built drawings any deviations that have been listed. Please note that the depiction and/or description of any deviations on the drawings and/or As - Built Certification Form does not constitute approval of any deviations by the U.S. Army Corps of Engineers. C. The Department of the Army Permit number. d. Include pre- and post -construction aerial photographs of the project site, if available. 2. The Permittee understands and agrees that, if future operations by the United States require the removal, relocation, __--or- other --alteration, of --the- structures_ or- work --herein --authorized-; or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration.-. 3. The applicant shall remove all six existing dolphin piles that are waterward of the existing dock. 4. Prior to the initiation of any work authorized by this permit, floating turbidity curtains with weighted skirts shall be -3 - placed around the work area. Turbidity curtains must completely enclose all active in -water construction areas and shall not be removed until turbidity levels within the enclosed area return to background levels outside the curtain. Turbidity curtains must be adequate in length to control turbidity, yet of such length to preclude scouring of resources whether weighted or staked in place. Curtains shall be monitored at low tide to ensure that no resource impacts occur as a result of use. S. Manatee Conditions: The Permittee shall comply with the "Standard Manatee Conditions for In -Water Work - July 2005", attached to this permit. 6. Sea Turtle and Smalltooth Sawfish Conditions: The Permittee shall comply with National Marine Fisheries Service's "Sea Turtle and Smalltooth Sawfish Construction Conditions" dated March 23, 2006, attached to this permit. 7. Consent to Easement: A portion of the proposed work is located within the Federal right-of-way for the Intracoastal Waterway and requires a Department of the Army Consent to Easement. By copy of this permit, the proposal is being forwarded to the Corps Real Estate Division for action on the Consent to Easement. Prior to commencement of construction the Permittee shall provide written verification to the Corps that the Consent to Easement has been approved. Failure to obtain the Consent to Easement invalidates this authorization. Generally, authorization of activities that have commenced or are under contract to commence in reliance of the GP will remain -in" effect-- provided---the--activity- -is -completed-with-in -12 months---o----- the date a GP expired.or was revoked. In the event you have not completed construction of your project within the specified time limit, a separate application or re -verification will likely be required. This letter of authorization does not obviate the necessity to obtain any other Federal, State, or local permits, which may be required. In Florida, projects qualifying for this GP must be authorized under Part IV of Chapter 373 by the Department of Environmental Protection, a water management district under §. 373.069, F.S., or a local government with delegated authority under §. 373.441, F.S. and receive Water Quality Certification (WQC) and Coastal Zone Consistency Concurrence (CZCC) or waiver thereof, as well as any authorizations required for the use of sovereign submerged lands that must be obtained as part of the associated WQC or CZCC. You should check State -permitting requirements with the Florida Department of Environmental Protection or the appropriate water management district. If you are unable to access the internet or require a hardcopy of any of the conditions, limitations, or expiration date for the above referenced GP, please contact Ashlee Muzi by telephone at 561-472-3505. Thank you for your cooperation with our permit program. The Corps Jacksonville District Regulatory Division is committed to improving service to our customers. We strive to perform our duty in a friendly and timely manner while working to preserve our environment. We invite you to take a few minutes to visit the following link and complete our automated Customer Service Survey: http://per2.nwp.usace.army.mil/survey.html. Your input is appreciated - favorable or otherwise. Sincerely, Tori White Chief, Palm Beach Gardens Section Enclosures Copies Furnished: Jerry Wooten V.P. Broward Pilings, Inc. 1360 NW 13th Street Pompano Beach, FL 33069 CESAJ-RD-PE CESAJ-RE Larry Wright 41 I > z rJ id RE'EliVE ' J *10 ul 7�. 'i�EPT Of FEW F'o BEAC'� PALM " J� 1" C••, N JOHN A. GRANT, JR., INC. 3333 NORTH FEDERAL HIGHWAY CONSULTING ENGINEERS & LAND SURVEYORS PHONE : (561 ) 395--3333 LICENSED BUSINESS # LB 50 BOCA RATON, FLORIDA 33431 FAX : (561) 395--3315 SKETCH OF DOCK LOCATION W THE NORTH 95 FEET OF LOT 16--A AND U-] 0� . THE 5-OUTH 1 10 FEET OF LOT 1 5---A W# . vi BYRD-BEACH.ED PLAT BOOK 20, PAGE 1 a: CITY OF HIGHLAND BEACH, PALM BEACH COUNTY, FLORIDA N I Q < I Lam. F��-- o � t � Lot 15A a _., I > � z I <t r � Ld z I ►- O I 114.6' --� (n U Q O • o t, d n w — -- z R61. Q p 62.2' 21' 43.0' U3 Lit 42-.8' 9 15.5' 0 N Q �..� QLo 7.0' �� 1 6A a < 4,30 Lot LLJ 01 t17 { Q 62. �, PROPOSED o `` 43.2' 9.7 BOAT LIFT o Z L EXISTING ISTING 10p DOCK 0 DOLPHIN PILES I (TYPICAL) 62.50 87.50' t1` .._ _..___.... -..._ _ --- -, 61 �... r §:r bf �. w tt_, �+ i„>, j. . --.n _ .r -m ter,:.. 150.oa . Lot �17A -5 a•TSGytP'•'Y2T.Y3�'tl.Yrtt:.'C:'.�}SiLY'J3'xryCc�vi".... nRF v NOTE ! INFORMATION SHOWN HEREON 'WAS CALCULATED USING PtOO`FtD INiN ON THE PLAT OF "BYRD BEACH", TOGETHER WITH INTRACOASTAL 10—FOOT PROJECT CONTROL GAAP BB -24258 SHEET 12 AND FIELD LOCATION OF DOCK AND ACCESSORIES USING EXISTING MONUMENTATION. FOR DOLPHIN PILES, DIMENSIONS SHOWN ARE TO CENTER OF PILINGS. FOR COORDINATE VALUES (SHOWN THUS D ), SEE SHEET 2 OF. 2. THIS IS NOT A SURVEY ! REVIEW D` \ND '`A�;t'ROVED Drawn By RL Dote 4/27/09 Oh-/� F.B. 799 Pa. 57-58 Pckec By Scale 1" _ 50' Job No. JG100-8864 FRE,.ERI `!M LEI -MAN` Sheet 1 of 2 PROFESSIONAL =.1LAD SURVEYOR NO.4304 STATE OF ,F L O°R,19A REV. ADD DOLPHIN PILE LOO'S FB 799/63:--.54 RL 9/9/09 REV. ADD Y 7Y CO0,RDS FB 799/63-64 RL 10/08/09 mllwn UNITED STATES DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration NATIONAL MA;RTNE FISHERIES SERVICE Southeast Regional Office 263 13th Avenue South St. Petersburg, FL 33701 SEA TURTLE AND SMALLTOOTH SA41SH CONSTRUCTION CONDITIONS The permittee shall comply with the following protected species construction conditions: a. * The permittee shall instruct all personnel associated with the project of the potential presence of these species and the need to avoid collisions with sea turtles and smalltooth sawfish. 'All construction personnel are responsible for observing water -related activities for the presence of these species. b. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing sea turtles or smalltooth sawfish, which are protected under the Endangered Species Act of 1973. c. Siltation barriers shall be made of material in which a sea turtle or smalltooth sawfish cannot become entangled, be properly secured, and be regularly monitored to avoid protected species entrapment. Barriers may not block sea turtle or smalltooth sawfish entry to or exit from designated critical habitat without prior agreement from the National Marine Fisheries Service's Protected Resources Division, St. Petersburg, Florida. d. All vessels associated with the construction project shall operate at "no wake/idle"speeds at all times while in the construction area and while in water depths where the draft of the vessel provides less than a four -foot clearance from the bottom. All vessels will preferentially follow deep -water routes (e.g., marked channels) whenever possible. e. If a sea turtle or smalltooth sawfish is seen within. 100 yards of the active daily construction/dredging operation or vessel movement, all appropriate precautions shall be implemented to ensure its protection. These precautions shall include cessation of operation of any moving equipment closer than 50 feet of a sea turtle or smalltooth sawfish. Operation of any mechanical construction equipment shall cease immediately if a sea turtle or smalltooth sawfish is seen within a 50 -ft radius of the equipment. Activities may not resume until the protected species has departed the project area of its own volition. Any collision with and/or injury to a sea turtle or smalltooth sawfish shall be reported immediately to the National Marine Fisheries Service's Protected Resources Division (727-824- 5312) and the local authorized sea turtle stranding/rescue organization. g. Any special construction conditions, required of your specific project, outside these general conditions, if applicable, will be addressed in the primary consultation. Revised: March 23, 2006 O:\forms\Sea Turtle and Smalltooth Sawfish Construction Conditions.doc I STANDARD MANATEE CONDITIONS FOR 1N -WATER WORK 2009 The permittee shall comply with the following conditions intended to protect manatees from direct project effects: a. All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones, and the need to avoid collisions with and injury to manatees. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing manatees which are protected under the Marine Mammal Protection Act, the Endangered Species Act, and the Florida Manatee Sanctuary Act. b. All vessels associated with. the construction project shall operate at "Idle Speed/No Wake" at all times while in the immediate area and while in water where the draft of the vessel provides less than a four -foot clearance from the bottom. All vessels will follow routes of deep water whenever possible. C. Siltation or turbidity barriers shall be made of material in whichmanateescannot become entangled, shall be properly secured', and shall be regularly monitored to avoid manatee entanglement or entrapment. Barriers must not impede manatee movement. d. All on-site project personnel are responsible for observing water-re.lated activities for the presence of manatee(s). All in -water operations,. including vessels, must bel shutdown if a manatee(s) comes within 50 feet of the operation.- Activities will not resume until the manatee(s) has moved beyond the 50 -foot radius of the project operation, or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation. Animals must not be herded away or harassed into leaving. e. Any collision with or injury to a manatee shall be reported immediately to the .FWC Hotline at 1- 888-404--FWCC. Collision and/or injuryshould also be reported to the U.S, Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida. f. Temporary signs concerning manatees shall be posted prior to and during. all in -water project activities. All signs are to be removed by the permittee upon completion of the project. Awareness signs that have already been approved for this use by the Florida Fish and Wildlife Conservation Commission (FWC) must be. used (see MyFWC.com). One sign which reads Caution: Boaters must --be --posted..- -A: second -sign -measuring -at-least8112Z!, by- 11",�explaining_fihe�-r-eq,uirements-for__ "Idle Speed/No Wake" and the shut down of in -water operations must be posted in a location prominently visible to all personnel engaged in water -related activities. s -- AS -BUILT CERTIFICATION BY PROFESSIONAL ENGINEER Suhmit this form and one set of as -built engineering drawings to the U.S. Army Corps of Engineers, Enforcement Branch, Post Office Box 4970, Jacksonville, Florida 32232-0019. if you have questions regarding this requirement, please contact the Enforcement Branch at 904-232-2907. 1. Department of the Army Permit Number: 2. Permittee Information: Name Address 3. Project Site Identification: Physical location/address 4. As -Built Certification: I hereby certify that the authorized work, including any mitigation required by Special Conditions to the permit, has been accomplished in accordance with the Department of the Army permit with any deviations noted below. This determination is based upon on-site observation, scheduled and conducted by me or by a project representative under my direct supervision. I have enclosed one set of as -built engineering drawings. Signature of Engineer Name (Please type) _.___.___-- _-__.__--- --(F-LjPR--o-r---VI}.-Reg. Number Company Name (Affix Seal) Date City Address State Telephone Number ZIP -2 - Deviations from the approved permit drawings and special conditions: (attach additional pages if necessary) A FTER RECORDING - RETURN TO: RECEU L CFN 20090245419 o r "� NOV � OR BK 23347 PG 1887 r s i' � RECORDED 07/22/2009 09:52:01 �� Palm Beach County, Florida PERMIT NUMBER: VIL Sharon R. Bock, CLERK & COMPTROLLER Pg 1687; U pg ) NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statues the following information is provided in the Notice of Commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address, if available) TAX FOLIO NUMBER: SUBDIVISION4->1� 11L BLOCK TRACT LOT_�IBLDG UNIT 2 �f�= ,5'=�%'c2�-tom ��C4'/q��.�-�1� L 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMATION: a. Name—,BRA t �7— 1 Ile L-�- j, 3�r w ril L b. Address "'t V h+ I C� � Lf A l' : H 1- �-- c. Interest in property__Q d. Name and address of fee simple titleholder (if other than Owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: ', wYar�s t= ( (-1 �tca 1 -a to 0 " W v?�. ?(-()H bU 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: k 'l0 6. LENDE 'S AME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: HI tC4 - -- 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified): , , 20_ WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713 PART L SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMA TCEMENT. Signature of Ower or Print Name and Provide Signatory's Title/Office Owner's Authorized Officer/Director/Partner/Manager State of Florida County of Palm Beach The foregoing instrument was acknowledged before me this day of �' �C L-. , 200 To Schedule mom PERMIT APPLICATION Power Co. Permit No. Cali Town of Highland Beach FPL (561)278-4540 3614 S.Ocean Boulevard, Highland Beach, FL 33487 (561) 278-540 • F- x (561) 278-2W6 PE Permit Type: Building Electric Plumbing HVAC Fire Project Location: Q Project option: " Q t ib !i t. ! r- i leiI k4"Tll 14-t-___ t�� Contract/Project s cation: OWNERS NAME, ADDRESS, CITY, STATE AND ZIP 81), l fz\ 1.,( pili tW L TELEPHONE NO. ic t-) 4 6-7 Csi''1l FEE SIMPLE BR'S NAME, ADDRESS, CrP9f, STATE AND ZIP (rFDw Elea Fwx ovnim TELEPHONE NO. CONTRACTOR'S LW_ NO. TYPE NAME ADDRESS, CITY, STATE AND ZIPGeneral TELEPHONE /FAX N0. 53 t'>��:: c.;i��rzU �� r�� e.l C i;3 ,� C f��..` i � S i ��> i��(� j: • ��C6 'P-0,54) Plumbing clas Elecu;cal HVAC E-MAIL CONTACT: ` ! n..! U PROJECT INFORMATION: AREA ELEC. SERVICE: HVAC: WATER: Permit Pee: i �1�! ✓�C� CODE IN EFFECT Conditioned S.F PHASE G or EL WELL CONSTRUCTION TYPE Garage S.F. SIZE SEWER MUN. PLUMBER OF FLOORS Other S.F. AMPS. PRN. LEGAL DESCRIPTHM TOMAL S<.i : OH/UG MUN. aoNING us. ES XMT S aoNoIMoouPANT MhF.ADORtstarr,svaEANDnP TELe„D,Emo. ARCHrfFCr / D@ N0.W. ADOR= arc surE Aw nP MaIPHOPE NM NIOMMAGE LENDER'S NAME. ADDRESS,. arti STATE AND ZIP TELEPHONE NO. Application is hereby made to obtain a permit to do work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a building permit 1 undersand that a separate permit must be secured (as applicable) for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS & AIR CONDITIONERS, etc. The applicant agrees to comply with the Municipal Ordinances and with the conditions of this permit, failure to comply may result in suspension: or revocation of this permit or other penalty. Applicant understands that the issuance of the permit created no legal liability, express or implied, of the Department, Municipality, Agency or Inspector. Have Permitlapplication number and address when requesting Inspections. Call 1-800-422-5220. Give at least 24 hours notice on all inspections. OWNER'S AFFIDAVIT: I certify that all the foregoing Information is accurate and that all work will be done in compliance with all applicable laws regulating construction and inning in this jurisdiction. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED�AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN RNANCING, CONSULT WITH Y LENDER OR AN ATTORNEY BEFORE COMMENCING WOPW OR WORDING YOUR NOTICE OF COMMENCEMENT. i STATE OF FLORIDA , COUNTY OF'!�(Signature of Oven /Agent/Coattor) Sworn to (or affirmed) and subscribed before me this ) day of, !` (� ��C'C� b 0'� �� 7 :c�i r LAS I ' � ` `�or XPIRES: Febr Personally Known Produced Identification tr' 1; 1 r Type of Identification Produced — (SigrAtyW°rNotaryPub`-Staten 0j'ppl (Pr MType or Stamp Commisooned Flame of Notary Publ iC — tL-ertmcate oT competency Contractors State Certification or Registration No. Contractors C APPUCATION APPROVED BY Date • ! • �c1 Permit Officer White - Municipal Files Yellow - Applicant's 'Assessor :REn' DD 858084 y 18, 2013 tary Services TOWN of HIGHLAND BEACH 3614 South Ocean Boulevard Highland Beach, FL 33487-3325 561 278-4540 Fax 561 278-2606 Receipt Record Receipt Number: RCPT2010-72 (GHL4A Page -1 Date Printed: 1/19/2010 Received From: BROWARD PILING INC Date: 1/19/2010 Reference #: DS -26057 Received By: Lois K. Amount: $360.00 Comments: Fees: FEE2009-1554 New Building Fees (Auto) Accounts: 001-310.000-322.0( Building Permit Fees Other Fields: $360.00 $360.00 $360.00 $360.00 BIOLOGICAL SOLUTIONS, INC. Wetland and Marine Studies and Consulting )W)W (954) 772-5398 Fax (954) 776-1813 SEAGRASS SURVEY FOR: 2540 S. Ocean Blvd., Highland Beach, FL DATE OF SURVEY: 9/2/09 HIGH TIDE: 9:09 AM LOW TIDE: 3:36 PM TIME OF SURVEY: 10:20 AM A seagrass survey was performed adjacent to the property located at 2540 S. Ocean Blvd., Highland Beach, Palm Beach County, Florida. The survey was conducted via snorkel and SCUBA by swimming transects parallel to the existing wood dock at different depths. Benthic organisms were to be observed and noted with special emphasis being placed on seagrass. A wood dock exists at the property which consists of a terminal end approximately 20' long by 7' wide and the marginal end approximately 30' long by 7' wide. Transects began on the east side of the marginal dock adjacent to the sloping rip rap wall on the property's edge. The substrate in this area consisted of loose sand with unattached algae. Water depth was approximately 3.5 feet. No seagrass was observed in this area. Transects continued on the west side of the marginal dock including the north and south ends of the property where there is no dock. Water depth at the west edge of the dock was 4.5' and increased to 6' at the mooring piles. Scattered but consistent mixed patches of Halophile decipiens and H. johnsonii were observed on the west side of the marginal dock extending west to the mooring piles for approximately 20'. Overall cover of the seagrass patches ranged from 30% to 50% and extended to the north and south ends of the property with the same coverage. Thick patches of algae, Dasycladus vermicularis, were interspersed with the seagrass in this area giving a cover of 50%. Seagrass, H. decipiens, continued west of the mooring piles for approximately 6' on the south end of the piles and increasing to approximately 20' from the piles on the north end. Seagrass cover in this area was 30%. The attached aerial outlines the seagrass areas described above. 7NO RITH) Biol"OcQi S®latione, Vic. Wetland and Marine Studies and Consulting (954) 772-5398 Fax (954) 776-1813 Seagrass Area — Refer to Accompanying Report for Percent Cover Mr. Prince/2540 S. Ocean Blvd. Seagrass Survey Aerial Map Section 24; Township 43S; Range 46E Highland Beach, Palm Beach County, FL REVISION DATE 9/3109 SHEET I of 1 SCALE: As Shown klP m cp tiL A i- W- LU cl te) m Tack Long, Director Southeast District Office Florida Department of Environmental P Southeast District Office 400 N. Congress Avenue, Suite 200 West Palm Beach, FL. 33401 (561) 681-6600 OCT 12 2009 Brian Prince 2540 S. Ocean Boulevard p Highlandaoonic. X3407 - -- - E-mail: Bprince@hotelhotline.com Re: File No.: 50-0239041-003 File Name: Prince, Brian Dear Mr. Prince: r� OU 0 � X000 y R y'. Charlie Crist Governor Jeff KoUlw nip Lt. Governor Mickiel W. Sole Secretary inn?6c157 f,0 On July 10, 2009, we received your application, and on September 16, 2009, the application was complete, for an exemption to perforin the following activities: install a boatlifr adjacent to an existing dock. The project is located in the Intracoastal Waterway, Class III Waters, adjacent to 2540 S. Ocean Boulevard, Highland Beach (Section 28, Township 46 South, Range 43 East), in Palm Beach County (261 25' 41.75' North Latitude, 80° 3' 51.05" West Longitude). Your application has been reviewed to determine whether it qualifies for any of three kinds of authorization that may be necessary for work in wetlands or waters of the United States. The kinds of authorization are (1) regulatory authori File Name: Prince, Brian FDEP File No.: 50-0239041-003 Page 2 has been sent to the Corps who may require a separate permit. Failure to obtain their authorization prior to construction could subject you to enforcement action. For further information, contact the Corps directly at 561- 472-3530. This exemption verification is based on the information you provided the Department and the statutes and rules in effect when the information was submitted. This verification will expire after one year, and will not be valid at any other time if site conditions materially change, the project design is modified, or the statutes or rules governing the activityexempt . However, the activity may still be -conducted- without frurther-notification to or - - verification from the Department after the one-year expiration of this verification, provided: 1) the project design does not change; 2) site conditions do not materially change; and 3} there are no changes to the statutes or rules governing the exempt activity. In the event you need to re -verify the exempt status for the activity after the one-year expiration of this verification, a new application and verification fee will be required. Any substantial modifications to the project design should be submitted to the Depmtaiem for review, as changes may result in a permit being required. Conditions of compliance with the regulatory exemption are contained in Attachment H. This letter does not relieve you from the: responsibility of obtaining other permits (;fdderal, state, or local] that may be required for the project. NOTICE DH R1CYt- TS OF SUBSTANTIALLY Af +tCT1ED PERSONS This letter acknowledges that the proposed activity is exempt from ERP permitting, requirements under Rule 40E - 4.051(3)(a), F.A.C. This determination is final and effective on the date filed with the Cleric of the Department unless a sufficient petition for an administrative hearing is timely filed under sections 120.569 and 120.57 of the Florida Statutes as provided below. If a sufficient petition for an administrative hearing is timely filed, this determination automatically becomes only proposed agency action subject to the result of the administrative review process. Therefore, on the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. The procedures for petitioning for a hearing are set forth in the attached notice. `Phis determination is based on. the information you provided the Department and the statutes and rules in effect when the application was submitted and is effective only for the specific activity proposed. This determination shall automatically expire if site conditions materially change or the governing statutes or rules are amended. In addition, any substantial modifications in your plans should be submitted to the Department for review, as changes may result in a permit being required. in any event, this detern im6on shall expire after one year. Be advised that your neighbors and other parties who may be substantially affected by the proposed activity allowed under this determination of exemption have a riot to request an administrative hearing on dw Department's decision than the proposed activity qualifies fortip exemption. Because the administrative hearing process is designed to redetermine final agency action on the application, the filing of a petition for an administrative hearing may result in a final determination that the proposed activity is not authorized under the exemption established under Rule 40E -4.051(3)(x), F.A.C. The Department will not publish notice of this determination. Publication of this notice by you is optional and is not required for you to proceed. However, in the event that an administrative hearing is held and the Department's deterrriination is reversed, proceec g with the posed act ivi befoom the time period, for requesting an administrative hearing has expired would mean that the activity was conducted without the required permit_ If you wish to limit the time within which all substantially affected persons may request an administrative hearing, you may elect to publish, at your own expense, the enclosed notice (Attachment A) in the legal advertisement sec -tion of a newspaper of general circulation in the county where the acfivity is to take place. A sib publicabm will suffice_ File Name: Prince, Brian FDEP File No.: 50-0239041-003 Page 3 If you wish to limit the time within which any specific person(s) may request an administrative hearing, you may provide such person(s), by certified mail, a copy of this determination, including Attachment A. For the purposes of publication, a newspaper of general circulation means a newspaper meeting the requirements of sections 50.011 and 50.031 of the Florida Statutes. In the event you do publish this notice, within seven days of publication, you must provide to the following address proof of publication issued by the newspaper as provided in section 50.051 of the Florida Statutes. If you provide direct written notice to any person as noted above, you must Oro vide- to- the -fo!low ing-address5 a copy o -me ulrect wiuen notice Florida Department of Environmental Protection Southeast nictrict Submerged Lands and Environmental Resources Program 400 North Congress Avenue. Suite 200 West Palm Beach, Florida 33401 If you have any questions, please contact Daniel Moretz at (561) 681-6761 or by email at Daniel.Moretz(i,dep.state.ti.us When referring to your prorrect, please use the FE�EP file fuuue ami number iisied above. Sincerely, to/g/01 Jill King Environmental Manager Submerged Lands and Environmental Resources Program Enclosures cc: USACOE Palm Beach Gardens, Samantha Rice, Samantha.L.Rice@usace.army.mil Broward Piling, Inc., Jerry Wooten, browardpiling@bellsouth.net Attachment A File No.: 50-0239041-003 STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION NOTICE OF DETERMINATION OF EXEMPTION The Department of Environmental Protection gives notice that the project to: install a boatlift adjacent to an existing dock, located in the Intracoastal Waterway, Class III Waters, adjacent to 2540 S. Ocean Boulevard, Highland Beach (Section 28, Township 46 South, Range 43 East), in Palm Beach County (26° 25' 41.75" North Latitude, 80° 3' 51.05" West Longitude), has been determined to be exempt from requirements to obtain an environmental resource permit. A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding (hearing) under sections 120.569 and 120.57 of the Florida Statutes. The petition must contain the information set forth helow anti must be filed (received by the ,he rlerk)-in-the-Office-of General-Counsel-ofthe-Department at 3900. Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000. Mediation is not available. If a timely and sufficient petition for an administrative hearing is filed, other persons whose substantial interests will be affected by the outcome of the administrative process have the right to petition to intervene in the proceeding. Intervention will be permitted only at the discretion of the presiding officer upon the filing of a motion in compliance with rule 28-106.205 of the Florida Administrative Code. In accordance with rule 62-110.106(3), F.A.C., petitions for an administrative hearing must be filed within 21 days of publication of the notice or receipt of written notice, whichever occurs first. Under rule 62-110.106(4) of the Florida Administrative Code, a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing, 'F= Department may, for good cause: shown, grant they request for an extension of tune. Requests for extension of'time must be fled with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000 prior to the applicable deadline. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Capon motion by the requesting party showing that the failure to file a request for an extension oftime before the fi;,adline was the result of excusable neglect, the Department may also grant the requesUd ext=sion of dmr. The petitioner shall mail a copy of the petition to the applicant at the address indicated above at the time of filing. The failure of any person to file a petition for an administrative hearing within the appropriate time period shall constitute a waiver of that right. A petition that disputes the material facts on which the Department's action is based must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if knowrr, (b) The name, address. and telephone number of the petitioner, the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests are or will be affected by the agency determination: (e) A statement of when and how the petitioner received notice of the agency dsrcis 11; (d) A statement of all disputed issues of material fact if there are none, the petition must so indicate, (e) A concise statement of the ultimate facts alleged, including the specific facts the petitioner contends warrant reversal or modification of the agency's proposed action, (f) A statement of the specific rules or statutes that the petitener contends require reversal or modification of the agency's proposed action; and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency's proposed action. A netition that does not dispute the material facts on which the Departments action is based shall state that no such facts are in dispute and otherwise shall contain the same information as set forth above, as required by rule 28-106.301. Under sections 120.569(21( c 1 and (d)- of the Florida. Statutes, a petition for administrative hearing shall be dismissed by the agency if the petition does not substantially comply with the above requirements or is untimely filed_ Complete copies of all documents relating to this determination of exemption are available for public inspection during normal business hours, 8:00 am. to 5:00 p.m.. Monday through Friday, at the Southeast District office, 400 North Congress Avenue, West Palin Beach. Floes Map of 2540 S Ocean Blvd, Highland Beach, FL 33487-1810 Map of 2540 S Ocean Blvd, Highland Beach, FL.I-IOre 33487-1810 Page 1 of 1 When using any driving directions or macs. it's a anod idea to do a reality check and make sure the road stiii exists. watch out for construction, and foilow a!i traffic safety orecautions. This is only to tie used as an ata in pianr3,. OCTopr P4. fr,�-Sf., Rd-% &A - ""A' 12 2009 BY hft://mans.vahoo.corc%int?mvt=m&ttr=1 &stx=&fcat=&frac=&elat -26.426427&clon=-80.0... 8/5/2009 s ul O 0 CA Ci CL C"*4 LL! A C% ry) AC) �`' o 4 ul El kL S. Ci CL C"*4 LL! A C% ry) AC) �`' o a O ct 7 .Larva 4r I -j: 13 3N Vj! El kL S. Ci CL M3VgI3 VjWd IS3M .1. ILK)LLOU01ad AN3 10 'da(l AVG U31%1:s MIN 160 SW 12th AVENUE, #106 : :�: .:: i DEERFIELD BEACH, FL 33442 PH: 9 - 5 4 3 5 4 066 0 FAX: 95 4 354-0443 � .:.::.:.:.:...... .......::: WWW.ENGEXP.COM Work prepared for: NEPTUNE BOAT LIFTS Job#: 00-NBL-0003 Project: 20,000 lbs 4 POSTS BEAMLESS BOAT LIFT SKU# 20BL By: TS -13 Check: FLB Date: 7/06%2009 Design Calculations for Alum. Structure Refer To Attached Drawings (Drawings Signed & Sealed By Below -Signed Engineer) General Notes: 1. All work has been designed and shall be installed in accordance with the minimum requirements of the 2007 Florida Building Code or with the International Building Code, as applicable. All local codes superseding the respective code shall be considered by the contractor in design & may require additional engineering analysis. 2. Wind loads have been calculated per the requirements of ASCE 7-05 as shown herein. 3. The existing host structure, if any, must be capable of supporting the loaded system as verified by the permit holder. No warranty, either expressed or implied, is contained herein. 4. System components shall be as noted herein. All references to extrusions and installation shall conform to manufacturer's specifications as summarized herein. 5. Engineer seal affixed hereto validates structural design as shown only. Use of this specification by contractor, et. Al, indemnifies and saves harmless this engineer for all costs & damages including legal fees & appellate fees resulting from material fabrication, system erection, & construction practices beyond that which is called for by local, state, & federal codes & from deviation from this design. 6. If any errors or omissions appear in the drawings, these calculations, or other documents, the contractor shall notify the engineer in writing prior to proceeding with any questionable work. 7. Aluminum components in contact with steel or embedded in concrete shall be protected as prescribed in the 2005 Aluminum Design Manual, Part 1A, Section 6.6.1 (a) and (c), respectively. 8. Intellectual Property of Engineering Express, Inc. All rights reserved. No part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by means, electronic, mechanical, photocopying, recording, scanning or otherwise, without the prior consent of Engineering Express, Inc. s Raised Engineer's Seal Valid For a 9e h 11111i�i�i�uuiiu�uu�iniuAi11i1iiuiiwiH1 _B F0201 z o� II� ' Frank L. Bennardo, P.E. lI�IIII��I�I�I�Ii��la 0 Frank L. Bennardo P.E. Inc. 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O ._ II 113 d. r r II II II C �_ II Y p U LL 2 LL a M C -0 o E d; CO a II E d• v) cv v) _ m MM LLI Q ~ s -W W _ M LL C O a7 _ O U LL C O U Ce) a J LL Z U b. crj = C .N.. o LL N Ci .Oi �1 Un C-2 � \ / / / 0 a / \ \ ƒ /\ � \ \) t p k 2 Cl) ° ( 2 m L)° H c 7 } K Cl) 0- (DG © E rr k o 3 / \ / § 'F, c / ® ƒ \ ° ) \ 2 e ° \ W. 2 e _ & \ \ a G a= o / \ / 2 » m 2 LT R g / / )% \ 9 / / t ~ 2 , / }\ ƒ \ , c 0-\ \ , \3 ® S a o C,) E :w =o % m x o � \ 0 R ^ a ~ � j% }2 \ \ _ -(a 4 iu / )\ % }$ \ � }/ \ NOTES: 1. MAXIMUM BEAM OF BOAT = 20'-0' 0 20,000 LBS 2. MAXIMUM LOAD PER LIFT BEAM ( 50% x 20,000 lbs = 10,000 lbs) 3. MATERIAL 6061 T6 ALUMINUM 4. NUTS, BOLTS ARE 304 STAINLESS STEEL S. ALL WELDS ARE 1/4' FILLET USING 5556 FILLER ALLOY 6. IT IS THE RESPONSIBILITY OF THE INSTALLATION CONTRACTOR TO VERIFY THAT THE 4 SUPPORT PILES ARE EACH ADEQUATE TO SUPPORT A MINIMUM VERTICAL LOAD OF 5,000 LBS PLUS WIND LOADS. PLAN VIEW SCALE 1/2' - V -0 - STRUCTURAL NOTES. IPE0016SZ w c THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED & ALL WORK SHALL BE IN ACCONCE WITH THE 2007 FLORIDA BUILDING CODE WITH 2009 SUPPLEMENTS. ALL CODES OREFERENCED ia HEREIN ARE PER THE LATEST ADOPTED EDITION. r ntwatotncxle NOTE; rn 0 THE LIFTING STRUCTURE HAS BEEN DESIGNED TO WITHSTAND WIND LOADS ASSOCIATED WITH SPEEDS OF 146 MPH (3 SEC GUST) EXPOSURE 'C' WITHOUT A BOAT ON THE LIFT PER LL 0 Z o a —Te ASCE 7.05 USING THE ABOVE GROUND SIGN METHOD WITH CERTIFICATION OF WIND LOAD w . O � a: k m APPLICABLE TO LIFT ONLY. THE LIFTING STRUCTURE INCLUDING BOAT HAS BEEN DESIGNED rvna m F TO WITHSTAND WIND LOADS ASSOCIATED WITH TROPICAL STORM FORCE WIND SPEEDS AS LL 1Y1,1 U 0� MENTIONED HEREIN; OWNER RESPONSIBLE TO REMOVE BOAT FROM LIFT DURING TROPICAL STORM FORCE WINDS. < Zn OT m U <3- i w$ CERTIFICATION OF BOAT LIFT TO EXISTING STRUCTURE AND ALL ELECTRICAL OR MECHANICAL cm u Z CERTIFICATIONS ARE BY OTHERS; ENGINEER SEAL CERTIFIES ASSEMBLY OF LIFT ONLY. 3 rr 3 V. THIS DETAIL IS PREPARED AS A GENERAL NON -SITE SPECIFIC MASTER PLAN SHEET DETAIL. TYPICAL FIELD CONDITIONS ARE ASSUMED IN THE DESIGN. WOOD PILES SHALL BE 0 w ,'o.� p € SEASONED WOOD WITH G=0.55 OR BETTER. SHOULD ANY SPECIFIC LOCATION DIFFER FROM THAT SPECIFIED HEREIN, OR STANDARD FIELD CONDITIONS, ADDITIONAL SPECIFIC ENGINEERING MAY BE REQUIRED AS DETERMINED BY THE BUILDING INSPECTOR AND PERMITTING CONTRACTOR. CARE SHALL BE TAKEN BY CONTRACTOR IN ALL APPLICATIONS �If) OF THIS DETAIL. AS THIS IS NOT A SITE SPECIFIC DRAWING, IT IS THE RESPONSIBILITY OF OTHERS TO ENSURE THE INTEGRITY OF INSTALLATION TO THE HOST STRUCTURE. LL m m J v LL „ Q J ALUMINUM MATERIAL: 6061 T6 ALUMINUM m g` m ALL WELDS ARE MIN. 1/4' FULL FILLET WELD USING 5556 FILLER ALLOY. ALL WELDING MUST LLI 3 m 07 CONFORM TO A1SC STEEL CONSTRUCTION MANUAL 13TH ED AS INSPECTED AND VERIFIED BY OTHERS. THE CONTRACTOR Z D o S "' IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS. a m W �w FASTENERS: z S ALL ANCHORS TO BE HILTI BRAND OR MFR EQUIVALENT, ALL BOLTS SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL & MEET THE REQUIREMENTS OF ASTM A304 �1 ptA WITH HARDENED WASHERS AND HEX NUTS. WASHERS SHALL BE USED BETWEEN WOOD &��' BOLT HEAD & BETWEEN WOOD & NUT. WHERE GENERIC FASTENERS ARE LABELED IN c DETAILS, CAPACITIES SHALL BE EQUAL TO OR GREATER THAN HILTI KWIK BOLT It OR RED HEAD THRU BOLTS, EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SOLID SUBSTRATE AND DO NOT INCLUDE THICKNESS OF STUCCO OR OTHER FINISHES. ALUMINUM MEMBERS IN CONTACT WITH CONCRETE AND WOOD SHALL BE PROTECTED BY "KOPPERS BITUMINOUS PAINT' OR POLYETHYLENE TAPE UHMW (ULTRA HIGH MOLECULAR WEIGHT) 11.7 mlls (0.30 mm) MIN. TOTAL THICKNESS 1N ACCORDANCE WITH CURRENT ' AAAI EeS FLORIDA BUILDING CODE. ALL WELDS TO BE COVERED WITH ALUMINUM PAINT. € ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL I = NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON e • 6 DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD � �� CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE cmFKHTfNwf % wwss OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS 00-N BL -0000 ENGINEER FOR ALL COSTS & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES SCALE. 01 RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION CONYMCr tw PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & SKU 20BL FROM DEVIATIONS OF THIS PLAN. EXCEPT AS EXPRESSLY PROVIDED IN HEREIN, NO w 2 CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. �j Ll T - I Y a Dz WN ,n T oa Fa: am� <W�(] hmnf 1 1/2 LL 2 j w P u (3) 5/8" DIAM. WEDGE LL' W x ANCHORS, S' MIN. EMBED. < L W U E INTO f'c . 4,000 PSI °w f13 W CONCRETE, 6" MIN. FROM ANY y W m w g CONCRETE FACE, 7'h" APART, m CONCRETE PILES CENTERED w FJ a W n 3 pw.. .,off 3' MIN I IV 1 11 G F h' lit" t h I (A G o fn 11/2 I Q < G 6 (3) DIAM. THRU I BOLTS,3" MIN. I IIY I E 1 APART, CENTERED AT rrl 20,000 Ibs 4 POSTS BEAMLESS BOAT LIFT MAIN PARTS LIST NO. COMPONENT DESCRIPTION MATERIAL QTY REMARKS A BUNK 3"X10" Ml SYP CARPETED WOOD, L - 16' MAX B BUNK BRACKET SUPPORT 1/4" X 2" X 2" ANGLE, L - 19" (EA SIDE OF LIFTER BEAM) C LIFTER BEAM AA 110 X 8.6S, L - 16'-0' MAX D SHEAVE PULLY PLATE 1/4" X S" HIGH FLAT BAR, L - 4" E SS WIRE ROPE 5/16" DIAM. 7 X 19 SS 1WRC TYPE 304 WIRE ROPE F PILING MOUNT BRACKET AA C 6 X 3.63 - 6" (D) X 2.034" (Bf) X 0.20" (Tf) X 0.314" (Tw), L e 1'-6' G FLAT BAR 3/8" X 8" FLAT BAR, L - 12" H DRIVE SHAFT BEARING BLOCK AA C 6 X 3.63 - 6" (D) X 2.034" (Bf) X 0.20" (Tf) X 0.314". (Tw), L - 1--8- I GUSSET PLATE 1/4" X 12" PLATE, L - 7' J FLAT BAR 3/4" X 8" FLAT BAR, L e 113/4' K MOTOR AND GEARBOX H30, ALUM. HOUSING CONCRETE FACE, 7W- APART, CENTERED (CONCRETE PILES) r5 10'-0' MAX PILE CENTER TO CENTER 15'•9" MAX PILE CENTER TO CENTER T - I Y a Dz WN ,n T oa Fa: am� <W�(] hmnf 1 1/2 LL 2 j w P u (3) 5/8" DIAM. WEDGE LL' W x ANCHORS, S' MIN. EMBED. < L W U E INTO f'c . 4,000 PSI °w f13 W CONCRETE, 6" MIN. FROM ANY y W m w g CONCRETE FACE, 7'h" APART, m CONCRETE PILES CENTERED w FJ a W n 3 pw.. .,off 3' MIN I IV 1 11 G F h' lit" t h I (A G o fn 11/2 I Q < G 6 (3) DIAM. THRU I BOLTS,3" MIN. I IIY I E 1 APART, CENTERED AT rrl 0 fi LL LuLu E ,4 I ,� WOOD PILES WITH I 44 ""II i 34a" DIAM. WASHERS a o g f WOOD PILEd ~ WOOD PILES 2.51b W000 PILING TYP. CCA TREATED PILE MOUNTING DETAIL I w° q wO i (BY OTHERS) J SCALE 44' = V-0" Z = g K I�t a I F SEE SPEC. DETAIL FOR H CONNECTION TO PILES I 4 a o (3) 3/4' DIAM. THRU BOLTS, 3" MIN EDGE DISTANCE, 3" MIN. H APART, CENTERED AT WOOD PILES WITH 1Y1" DIAM. WASHERS (WOOD PILES) OR (3) 5/8' DIAM. WEDGE ANCHORS, 5- MIN. !Y I EMBED. INTO fc - 4,000 PSI CONCRETE, 6" MIN. FROM ANY I K t` CONCRETE FACE, 7W- APART, CENTERED (CONCRETE PILES) r5 10'-0' MAX PILE CENTER TO CENTER 15'•9" MAX PILE CENTER TO CENTER WOOD PILING 7YP. (BY OTHERS) �i E �E E 1'•6' t'-6' I I TO 2'•0'•0 LOADS CONCENTRATED AT ' TO 2 ' CONNECTION POINTS R e6 - L I O COPYWffENWEEFWE) 8S . 00-NBL-0000 L21 p Ib'-0' NAX __-..... -.... C B 16'-0' MAX L Ll� SCALE& 01 CONT --..I, SKU 20BL n2 SECTION A SECTION B I`lo SCALE 1/2" a 1'-0" SCALE 1/2" - 1'-0" A W N :- Z O D mp Z C r- 2 n mo S2 m 0 Z m M m c� 4 m m L fn 0 z�n� mo0� Mnx �rnm >0-v m�n� C m z � m m O O Q�cn cn o u' -1 �> z�0 m c m CJ D C � r- .o m m MO O � S � PAVER BRICK DRIVEWAY ! rn 04550 � CJa � O C NzQ I N � M nz Jf4.0' m S. OCEAN BLVD. 100' R/W (IMPPOVED) _ ASPHALT PA, -,?RENT L O 0 = M T O > > CO � r C�7,Sd n C rnmm 0�� y O C) Cn TO 0 N r 2 Z D Gi DOGG) M nmrn O Z7 n T ;- Q m O � O 57 T M m 0 O� Q 0 zm vm r � O 00 � O � O xa o m � � G) o m .1 SCALE' 1"--25' > :q 03 n cf) cl)MW� M G� (=- > Z D r�Gc�-� �mmc��zsv nvv opzzzzr r- �l n nm nmc�c�c�mv C/) � Z i7 �` mmm��mx� xmp � m�<�in m � �r �xv� M rrt �t _ o� 1 cn z o C�oZa vC)cc i-� ifnfRn�cn u v avv v0 2ZZ�� "r - n �t �t nTmC?t7c�ooD 0 0 0 �7 z��00=F==j- mmZ=5 mio DGAi�O Trt-� ZO m rA Q m n mO�Om(j tn0000 pApA Q -f r-�3►m CCC- m!- n (� .. cS = p �rn mm��nOmtny��mWmDm�OgO°'iCtzi��QOCa7m�Pm;�0 '� A a ra I m0� ir-am Z n�0 7p Zm op�m 9 C!: _ C7 < Ob -qX7uZ �O mfg �b �n�mp n a� U005-m3ns ! a c Q mn rmrm mm� cz z� nc�7 x� O pTxmMmm*- > n O "� z z "' �a o -az �m� e z�no nom Bp Z CA iil m z or- z 2m9 to m z Q � 0 zigm Q p C osZtoi r A XX F3 m0 � n 7z G `Sm m D T! 4 Z a rnl m �m f-' Z C Q A_ as�"� z m © PZ�1 w a vog m� ac r- Cnz�Q A ! L m m U4 Zmro G - n (m" z' ttt N C) i 7i CA N CDn 5601 CORPORATE WAY SUITE 210 SOUNDAY SURVEY OF v. Fc WEST PALM BEACH. FL 33407 $ 2540 SOUTH OCEAN BOULEVARD compasssvrve}ingnet 03 HIGHLAND BEACH, FL. 3347 ST U R VYING PREPARED FOR 0 .� BRIAN PRINCE LB.74b3 PIiONE:56].6?0.4277 FAX: 561.640.4261 x WATERWAY mh in $ ti 0 zm ; CD O N Zz xm� -0-, m 0 oROCK 08 ZM X9 ROCK xo RIP RAP _. Dp Dn /RIP RAP i [.� �} 1 0`.�.UV' r �(n - ... s_. A-... - .. I O N y0 D� fD 6 O n' 12.6'--� r-� % Qo �m k� s v. 5 23s _ - / =mmm. �\ 14.8' 0.6' 3 112.4' �� .8 ! 2. �O 1 jt%�� 0 �z m RESIDENCE zr r_ m c m # 25417 O I �a _a C7> r. n7 y 0 Orn 9.0' 19 A'T 11.4' �� m � � F�i I 1 � CD PAVER BRICK DRIVEWAY ! rn 04550 � CJa � O C NzQ I N � M nz Jf4.0' m S. OCEAN BLVD. 100' R/W (IMPPOVED) _ ASPHALT PA, -,?RENT L O 0 = M T O > > CO � r C�7,Sd n C rnmm 0�� y O C) Cn TO 0 N r 2 Z D Gi DOGG) M nmrn O Z7 n T ;- Q m O � O 57 T M m 0 O� Q 0 zm vm r � O 00 � O � O xa o m � � G) o m .1 SCALE' 1"--25' > :q 03 n cf) cl)MW� M G� (=- > Z D r�Gc�-� �mmc��zsv nvv opzzzzr r- �l n nm nmc�c�c�mv C/) � Z i7 �` mmm��mx� xmp � m�<�in m � �r �xv� M rrt �t _ o� 1 cn z o C�oZa vC)cc i-� ifnfRn�cn u v avv v0 2ZZ�� "r - n �t �t nTmC?t7c�ooD 0 0 0 �7 z��00=F==j- mmZ=5 mio DGAi�O Trt-� ZO m rA Q m n mO�Om(j tn0000 pApA Q -f r-�3►m CCC- m!- n (� .. cS = p �rn mm��nOmtny��mWmDm�OgO°'iCtzi��QOCa7m�Pm;�0 '� A a ra I m0� ir-am Z n�0 7p Zm op�m 9 C!: _ C7 < Ob -qX7uZ �O mfg �b �n�mp n a� U005-m3ns ! a c Q mn rmrm mm� cz z� nc�7 x� O pTxmMmm*- > n O "� z z "' �a o -az �m� e z�no nom Bp Z CA iil m z or- z 2m9 to m z Q � 0 zigm Q p C osZtoi r A XX F3 m0 � n 7z G `Sm m D T! 4 Z a rnl m �m f-' Z C Q A_ as�"� z m © PZ�1 w a vog m� ac r- Cnz�Q A ! L m m U4 Zmro G - n (m" z' ttt N C) i 7i CA N CDn 5601 CORPORATE WAY SUITE 210 SOUNDAY SURVEY OF v. Fc WEST PALM BEACH. FL 33407 $ 2540 SOUTH OCEAN BOULEVARD compasssvrve}ingnet 03 HIGHLAND BEACH, FL. 3347 ST U R VYING PREPARED FOR 0 .� BRIAN PRINCE LB.74b3 PIiONE:56].6?0.4277 FAX: 561.640.4261 0 mh in $ ti z ; CD O N Zz m 4' ASPH. SIDEWALK PARKWAY PAVER BRICK DRIVEWAY ! rn 04550 � CJa � O C NzQ I N � M nz Jf4.0' m S. OCEAN BLVD. 100' R/W (IMPPOVED) _ ASPHALT PA, -,?RENT L O 0 = M T O > > CO � r C�7,Sd n C rnmm 0�� y O C) Cn TO 0 N r 2 Z D Gi DOGG) M nmrn O Z7 n T ;- Q m O � O 57 T M m 0 O� Q 0 zm vm r � O 00 � O � O xa o m � � G) o m .1 SCALE' 1"--25' > :q 03 n cf) cl)MW� M G� (=- > Z D r�Gc�-� �mmc��zsv nvv opzzzzr r- �l n nm nmc�c�c�mv C/) � Z i7 �` mmm��mx� xmp � m�<�in m � �r �xv� M rrt �t _ o� 1 cn z o C�oZa vC)cc i-� ifnfRn�cn u v avv v0 2ZZ�� "r - n �t �t nTmC?t7c�ooD 0 0 0 �7 z��00=F==j- mmZ=5 mio DGAi�O Trt-� ZO m rA Q m n mO�Om(j tn0000 pApA Q -f r-�3►m CCC- m!- n (� .. cS = p �rn mm��nOmtny��mWmDm�OgO°'iCtzi��QOCa7m�Pm;�0 '� A a ra I m0� ir-am Z n�0 7p Zm op�m 9 C!: _ C7 < Ob -qX7uZ �O mfg �b �n�mp n a� U005-m3ns ! a c Q mn rmrm mm� cz z� nc�7 x� O pTxmMmm*- > n O "� z z "' �a o -az �m� e z�no nom Bp Z CA iil m z or- z 2m9 to m z Q � 0 zigm Q p C osZtoi r A XX F3 m0 � n 7z G `Sm m D T! 4 Z a rnl m �m f-' Z C Q A_ as�"� z m © PZ�1 w a vog m� ac r- Cnz�Q A ! L m m U4 Zmro G - n (m" z' ttt N C) i 7i CA N CDn 5601 CORPORATE WAY SUITE 210 SOUNDAY SURVEY OF v. Fc WEST PALM BEACH. FL 33407 $ 2540 SOUTH OCEAN BOULEVARD compasssvrve}ingnet 03 HIGHLAND BEACH, FL. 3347 ST U R VYING PREPARED FOR 0 .� BRIAN PRINCE LB.74b3 PIiONE:56].6?0.4277 FAX: 561.640.4261 e j6 i :! N 10' O r : r �w a. LOT 15A.. Z9 I r�, 114.59 �- 50.0 9908" ' 85'32'23" ti r 1 1I PLANTER�j PORCH 28.6 ( ' r I ' w3 !w PORCH LOT 16 A ^� WOOD \y (INCLUDED) oX DOCK j i i -- 14.9' v o i w ocDI P_2,_ ' POOL �d N :0i AREA a i iqkt PORCH Li lo* L< I r oo Q. ui ori, p 6� 14.1' --------_..—.--_ 45.6 b i Q. f N N FW- r 89'20'52" t ASC' A/C 94'2737 a a . T _.r,��.��_� - 50.0 107.59' 0.70' C.B.S. WALL �Q - Z W. - O 2; 0 -- '7A li /D F r F No. 2683 \ �� r OF STATE l / a O p l� SOF\1 PAGE2 OF 2 PAGES BOUNDARY S SURVEY VEY LB #6135 TAR&-r SURVEYORS CERTIFICATE /HEREBY CERTIFY THAT THIS BOUNDARY SURVEY \� j i VE�Vrj,, 1-1 �s 1S A TRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. NO T VAL ID W1 THOUT AN A UTHENTICA TED ELEC IRONIC SERVING MOST FLORIDA SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL COUNTIES OR A RAISED EMBOSSED SEAL AND SIGNATURE. Ejhjtbinitpuf e!cz!DB-EF!N D!OFBM DIVA E F ! N D!OF BN Ea.!Do±>!DI�EF!No!oFBr�!D!>!vT E b�f ;!3118117125!24;29; 11 !.15(11( (SIGNED) CLYDE O. MCNEAL, PROFESSIONAL SURVEYOR AND MAPPER X9#2883 5601 CORPORATE WAY SUITE 210 WEST PALM BEACH, FL 33407 PHONE (561) 640-4800 FACSIMILE (561) 640-0576 STATEWIDE PHONE (800) 226-4807 STATEWIDE FACSIMILE (800) 741-0576 South 10 feet of Lot 15-A together with Lot 16-A, excepting the South 5 feet of Lot 16-A, BYRD BEACH, a subdivision according to the Plat thereof, as recorded in Plat Book 20, Page 1, of the Public Records of PALM BEACH County, Florida. Communihy Number. 120192 Panel: 0221 Suffix: B F.I.R. M. Date: 10/15/1982. Flood Zone. A5 Field Work: 6/12/2007 Certified To: BEN YOMTOB; DICKENSON, MURPHY; REX & SLOAN, P.A.; ATTORNEYS' TITLE INSURANCE FUND, INC REGENT BANK, its successors and/or assigns. Property Address: 2540 S. OCEAN BOULEVARD HIGHLAND BEACH, FL 33487 Survey Number: 126537 C 4.tiR: i4E �i'��4i'�i X �C? C M zAA 3 :'.4Trhrt44;E tai `aC,lfe Yi: {' �r' d CF i rl1 6.R SEAR&VG REFFREWE r. c YXrS:�'i1 Ei�"-.14 POW ltf! tiF�`�%�l. RECORD'S S r R B.If C,r:G'F rf,�ir.`1a'P;J F4,90.'C .ii. (,' F�C Kt RECtA 0.5 t3✓ -,A' fz�R. Pow" POUF �rt�;"-'F G` { 'C F F tt; . ,•?ti+r' �,f'� Ci: t f�fjTQ iTY EA..' EF4 N— TCB TOP O�'fiAt X [4tTGrLJ'.. G1,LC Z&A 7- 7 if %. FOUN 1 P C P. p� y y 7'rRIn'�A'�'_ 1ii� CON -,Ra roam(' Watt WA I ER' it1'C , ESS C r1 it' C-A&EMICER lV i 1 Pi?.V PERFn�Y" i,,;TR'EFfQ1E nr- i(O�1�L'P sv7, PG FACE !: R r'/iiC,i3' SAWN :1'.C.` �'rF t.E SS C OR'VER j .8.l f. 7E4tPORARY 86%ALH 044QK FP.k' TEi. rEL-CPHrl'AF FACk177ES T-XA 'S.'"JOK r.E. _ _ 1r''fi�'�tMOFCAWVE'� F ^ ff ^' FOUND C01W_RE T :i, f3+��ifri. vi "' t { � !^�� , r ; ��``��erE�.+s1.'i1G r ^ u,'- �°TtCr7Yr'1;XE �r it DRt{''EW AY ' !Cr'��r.�:±�i1�'s� ROD r 0 C r%044 -IT OF C �ii,#�(f?Yt,S1'r"..T Cl,± F.�Lt�r�•`�SLckt21 i u CEM0 ML r$1'LtiLE='u'FL ' ?, i A E : �.w i 4 L' A frjE'.71'tCC{':.:SS EA�SE�l.�r.VI' P L .`. Fion4'T OF L•i"tq7 ,ATURE 'i.6 Ak'C ORA..$-`1lLkr - 't' C.M. �1-!`y0y.VCRf.'F,th.W-,j Ar'rv'T 41. F. �/•�.t4'Tlc�,.i�i?,iCrEAS.''1'E�' PRC Pa' -"'T CF CURVATZ G' J.Ri PO,�tiTOFRk:�-R$tcCi'N'trIVA: V.RF �t C:. L. 'ice f L:! sx"4• UV'z':�,'Nx.,4� fi-. idi±k'5 makg-r"?- L , C.. I D G E� P!'.'�t'•� X-$GR'PTk-141 O.R D E� � 14 � '� %`� fit�'t: i E F 10 ;.N� NQL II —, s � F T � F'U.� . � ..�hCnEA�?±' 'RlyCCr ch, Gr KORO ESVIF EAS :;ENT :�'B^� .'±f.4 E�,��SAC PROS IVER C01X-REV4'?F.4 }''' ��{{ ��)) C 0 W /�/� p ,r� I. V CJt�' OF WA Tr.S '1' .�i �S .'Y ✓A, I�� V'YIL R� O E _ Rjc')OF/ 0i�/�?}JH4,1,�G F+��•4eF�: - I &%r) VE7E Lt�7n..5�r'tG'�,'S's`�E`�eT�E��+ fF. 74'm-LIr�i� j'R'q A- J�J i i. P,\(-aF i OF P:\(tFS GENERAL NOrES. LEGAL DESCRIPTION AND CF, TIFICA'HON lqlPR4101 n R!11 Vis}` OrLi Rii t?ir1 i 6lHi`r r rv�'i` G1 �'✓ PO .7-ZAS ro 56 L _ -9 ?a %1E Y),V4 r(a'u i ✓ `+4i:Y:iSd�i'.*: .1i X.4, to +,YL�S/1 OryI SfttrsIN-AREt�A.GT.:`:'t' lr� .G C!/frr: �Iti ��.�:Ol D -E e; ELEVA00it$ AU -C4169 CE..'i %C:L.i.. ,1.SR8. K�.+S, ..:�' + � .1'.,:`. J.i. ; �•!+i uwEfiRY;,sG'S 7,7A --E-, EL47-* ', r,; �%rYFE'YFN1'S`i�"YPROieSfE,'4I's r1.'rLCARZC;?'CWE' .W kt C -a+-. t+tr`� .�5. 'r'ti" H,.:.: '"'� �= � .. .:%sem' :'. '?.;-1.SCA PrA± ' F'I rxRSUR VEYIX G. INCSERVING MOST FLORIDA k.UU19N ! !cilli CORPORATF WAY UITF 211) W= -ST PAI M AFACH. FE :1!-0:'3'7 PHONE (567)640-:800 *AC--W,,AlLh (5f 1)64C.0576 STATMID[ RHC;Nr- -; 1000 2.2&4801? STATFVVIDF FAQQS jt F (8)0'± 741 5; zf, W U) E cu a) m J cc 0 m v a C) N y N E cu a) m co 0 m 0 N x x 0 q J m 0 i� E co m 0 N O C) 0 NOTES: 1. MAXIMUM BEAM OF BOAT = 20'-0" @ 20,000 LBS 2. MAXIMUM LOAD PER LIFT BEAM ( 50% x 20,000 lbs = 10,000 lbs) 3. MATERIAL 6061 T6 ALUMINUM 4. NUTS, BOLTS ARE 304 STAINLESS STEEL 5. ALL WELDS ARE 1/4" FILLET USING 5556 FILLER ALLOY 6. IT IS THE RESPONSIBILITY OF THE INSTALLATION CONTRACTOR TO VERIFY THAT THE 4 SUPPORT PILES ARE EACH ADEQUATE TO SUPPORT A MINIMUM VERTICAL LOAD OF 5,000 LBS PLUS WIND LOADS. PLAN VIEW SCALE 1/2" = 1'-0" I STRUCTURAL NOTES: FRANK L. BENNARDO, P.E. # PE0046549 THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED & ALL WORK SHALL BE IN ACCO NCE WITH THE 2007 FLORIDA BUILDING CODE WITH 2009 SUPPLEMENTS. ALL CODES 04 n 0 REFERENCED HEREIN ARE PER THE LATEST ADOPTED EDITION, VALID F NOTE: VALID(OINjLY WITH RAISED ENGINEER SEAT V THE LIFTING STRUCTURE HAS BEEN DESIGNED TO WITHSTAND WIND LOADS ASSOCIATED WITH SPEEDS OF 146 MPH (3 SEC GUST) EXPOSURE 'C' WITHOUT A BOAT ON THE LIFT PER LL 0 Z o 't It ASCE 7-05 USING THE ABOVE GROUND SIGN METHOD WITH CERTIFICATION OF WIND LOAD w—o Q �(o M APPLICABLE TO LIFT ONLY. THE LIFTING STRUCTURE INCLUDING BOAT HAS BEEN DESIGNED 11, r, Ou TO WITHSTAND WIND LOADS ASSOCIATED WITH TROPICAL STORM FORCE WIND SPEEDS A5 E W uJ Z) w LA " 20 MENTIONED HEREIN; OWNER RESPONSIBLE TO REMOVE BOAT FROM LIFT DURING TROPICAL Q z (�� w = X STORM FORCE WINDS. o — > U ,� w ai Q w C7 a Z _c co o w o CERTIFICATION OF BOAT LIFT TO EXISTING STRUCTURE AND ALL ELECTRICAL OR MECHANICAL Z N 0 Of W CERTIFICATIONS ARE BY OTHERS; ENGINEER SEAL CERTIFIES ASSEMBLY OF LIFT ONLY. W w M " THIS DETAIL IS PREPARED AS A GENERAL NON -SITE SPECIFIC MASTER PLAN SHEET DETAIL. Ln \� w TYPICAL FIELD CONDITIONS ARE ASSUMED IN THE DESIGN. WOOD PILES SHALL BE o w � p a SEASONED WOOD WITH G=0.55 OR BETTER. SHOULD ANY SPECIFIC LOCATION DIFFER FROM THAT SPECIFIED HEREIN, OR STANDARD FIELD CONDITIONS, ADDITIONAL SPECIFIC 0 ENGINEERING MAY BE REQUIRED AS DETERMINED BY THE BUILDING INSPECTOR AND PERMITTING CONTRACTOR. CARE SHALL BE TAKEN BY CONTRACTOR IN ALL APPLICATIONS W ,� N OF THIS DETAIL. AS THIS IS NOT A SITE SPECIFIC DRAWING, IT IS THE RESPONSIBILITY OF t oLo OTHERS TO ENSURE THE INTEGRITY OF INSTALLATION TO THE HOST STRUCTURE. J w m LU � .. J ALUMINUM w Q J LL Q MATERIAL: 6061 T6 ALUMINUM m < LL O m ALL WELDS ARE MIN. 1/4" FULL FILLET WELD USING 5556 FILLER ALLOY. ALL WELDING MUSTW w c° U) CONFORM TO AISC STEEL CONSTRUCTION MANUAL 13TH ED AS INSPECTED AND VERIFIED BY z `n N Lu J OTHERS. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM D o g Q DISSIMILAR METALS TO PREVENT ELECTROLYSIS. i— Ln m 1..1.. O Q1 W u._ .. (— FASTENERS: Z ALL ANCHORS TO BE HILTI BRAND OR MFR EQUIVALENT. ALL BOLTS SHALL BE HOT o a a It DIPPED GALVANIZED OR STAINLESS STEEL & MEET THE REQUIREMENTS OF ASTM A304 m WITH HARDENED WASHERS AND HEX NUTS. WASHERS SHALL BE USED BETWEEN WOOD & �� J BOLT HEAD & BETWEEN WOOD & NUT. WHERE GENERIC FASTENERS ARE LABELED IN o o DETAILS, CAPACITIES SHALL BE EQUAL TO OR GREATER THAN HILTI KWIK BOLT II OR RED S° o HEAD THRU BOLTS. EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SOLID N SUBSTRATE AND DO NOT INCLUDE THICKNESS OF STUCCO OR OTHER FINT_SHES. ALUMINUM MEMBERS IN CONTACT WITH CONCRETE AND WOOD SHALL BE PROTECTED BY V2 � 9 "KOPPERS BITUMINOUS PAINT" OR POLYETHYLENE TAPE UHMW (ULTRA HIGH MOLECULAR WEIGHT) 11.7 mils (0.30 mm) MIN. TOTAL THICKNESS IN ACCORDANCE WITH CURRENT m o cci FLORIDA BUILDING CODE. ALL WELDS TO BE COVERED WITH ALUMINUM PAINT.�� Y 2 m m NzwU Amon Li lLLL �'3c0iok" � ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS Z w BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL o a NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR H2 o€yW MEASUREMENTS. WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPONaoyo N�F DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD Y co LL_��z o is wo w CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ,,, n o xowo w F W sa ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE COPYRIGHT ENGINEERING EXPRESS OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS 00-NBL-0000 ENGINEER FOR ALL COSTS & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES SCALE: 101 RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION CONTRACT ID: PRAC T ICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & SKU 20BL FROM DEVIATIONS OF THIS PLAN. EXCEPT AS EXPRESSLY PROVIDED IN HEREIN, NO of CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED, 0 0 y E (1 J CQ m 0 m 0 0 o_ E Y O N E m J m O m w N 0 �I Y O N X 0 O J m Z m 0 0) C) 0 J m Z J M O m CL 0 ii 20,000 lbs 4 POSTS BEAMLESS BOAT LIFT MAIN PARTS LIST NO. COMPONENT DESCRIPTION MATERIAL QTY REMARKS A BUNK 3"X10" #1 SYP CARPETED WOOD, L = 16' MAX B BUNK BRACKET SUPPORT 1/4" X 2" X 2" ANGLE, L = 19" (EA SIDE OF LIFTER BEAM) Z)LL�, u (3) 5/8" DIAM. WEDGE C LIFTER BEAM AA I 10 X 8.65, L = 16'-0" MAX o w Lu U w Q Q "- (D a D SHEAVE PULLY PLATE 1/4" X 5" HIGH FLAT BAR, L = 4" CONCRETE, 6" MIN. FROM ANY z E SS WIRE ROPE 5/16" DIAM. 7 X 19 SS IWRC TYPE 304 WIRE ROPE N p o o CENTERED F PILING MOUNT BRACKET AA C 6 X 3.63 - 6 (D) X 2.034 (Bf) X 0.20 (Tf) X 0.3141 (Tw), L = l'-6" 1I� � H G FLAT BAR 3/8" X 8" FLAT BAR, L = 12" / H DRIVE SHAFT BEARING BLOCK AA C 6 X 3.63 - 6" (D) X 2.034" (Bf) X 0.20" (Tf) X 0.314" (Tw), L = V-8" i = p n. I GUSSET PLATE 1/4" X 12" PLATE, L = 7" 1 FLAT BAR 3/4" X 8" FLAT BAR, L = 11 3/4" K MOTOR AND GEARBOX H30, ALUM. HOUSING SECTION A SCALE 1/2" = 1'-0" '. DETAIL FI O N TO F .0'-0" MAX P [LING OTHERS) CONCEN' JNECTION 16'-0" MAX 1 T M CONCRETE PILES T4VAL549 io FRANK L. BENNARDO, P.E. 0 YMTH �NONLY OLL Z Z kDM N C:) w o Q �� W #MLn Ld -i 0 W� Z)LL�, u (3) 5/8" DIAM. WEDGE u- Z z a C. m ANCHORS, 5" MIN. EMBED. INTO f'c = 4,000 PSI o w Lu U w Q Q "- (D a U o m z CONCRETE, 6" MIN. FROM ANY z w o CONCRETE FACE, 71/2" APART, w z N p o o CENTERED W r-+ w � M 1I� � H 1 C) LLn / C) w �o w = p n. I p 3" MIN ' I V) M ) i o LU I..� LL LU J 1 1/2 1 1 III T W X I- p i + (3) 3/4" DIAM. THRU V) -i uu-- p I BOLTS, 3" MIN. m s ollo, m APART, CENTERED AT w X10, (Lo nn E I Y I I LU � w iY Ij IVI�Ii�� Y I �I G�� WOOD PILES WITH N N J I I i 11/2DIAM. WASHERS 0 WOOD PILE g It w co WOOD PILES 2.51b m m CCA TREATED PILE MOUNTING DETAIL I LU u- LnLn w SCALE 3/4" = V-0" Z 0 CL 1 a � m o m l4 0 o z o (3) 3/4" DIAM. THRU BOLTS, 3" MIN EDGE DISTANCE, 3" MIN. N APART, CENTERED AT WOOD PILES WITH 11/2" DIAM. WASHERS (WOOD PILES) OR (3) 5/8" DIAM. WEDGE ANCHORS, 5" MIN. EMBED. INTO f'c = 4,000 PSI CONCRETE, 6" MIN. FROM ANY I K CONCRETE FACE, 71/z" APART, CENTERED (CONCRETE PILES) 15'-9" MAX PILE CENTER TO CENTER o Q O wN0 ❑ ih d' �"�c5 C) c K� 1 ❑ 9 O W W U Z m m K N O B Z iz &o z W TO 2'-0" TO 2'-0" Is a z U �oow m � C C A N B D Y w ro =��w 0 cn 0 �w<� Ow i3ow0 ® I ® COPYRIGHT ENGINEERING EXPRESS ® ® 00-NBL-0000 0 ® SCALE: 01 CONTRACT ID: 16'-0" MAX SKU 2 0 B L OF 2 SECTION B �10 SCALE 1/2" = 1'-0" Ifir� DEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENGINEERS 4400 PGA BOULEVARD, SUITE 500 PALM BEACH GARDENS, FL 33410 REPLY TO ATTENTION OF Palm Beach Gardens Regulatory Section SAJ-2009-2750(GP-ANM) Brian Prince 2540 South Ocean Boulevard Highland Beach, FL 33487 Dear Mr. Prince: Your application for a Department of the Army permit received on October 12, 2009, has been assigned number SAJ-2009-2750(GP- ANM). A review of the information and drawings provided shows the proposed work is to install a boatlift and associated pilings. The project is located in the Intracoastal Waterway, at 2540 South Ocean Boulevard (Section 28, Township 46, Range 43), Highland Beach, FL. Coordinates: 26.4325/-80.0672. Your project, as depicted on the enclosed drawings, is authorized by Regional General Permit (GP) SAJ-17. This authorization is valid until November 7, 2011. Please access the Corps' Regulatory webpage to view the special and general conditions for SAJ-17, which apply specifically to this authorization. The website address is as follows: http://www.saj.usace.army.mil/Divisions/Regulatory/sourcebook.htm. Once there you will need to click on General Permits." Then you can click on the specific SAJ permit. You must comply with all of the special and general conditions and any project -specific conditions of this authorization or you may be subject to enforcement action. The following project -specific conditions are included with this authorization: 1. Within 60 days of completion of the work authorized, the attached„Self-Certification Statement of Compliance” must be p com letedand submitted to the U.S. Army Corps of Engineers. Mail the completed form to the Regulatory Division, Enforcement Section, 701 San Marco Boulevard, Jacksonville, Florida 32207. 2. The Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, -2- a. A plan view drawing of the location of the authorized work footprint (as shown on the permit drawings) with an overlay of the work as constructed in the same scale as the attached permit drawings (81,,2, -inch by 11 -inch). The drawings shall include the X -Y coordinates of the most waterward point of the structure and a point at the mean high water line (MHWL) or the face of the bulkhead/seawall, if present. The drawings shall include: (1) The dimensions of the structure, (2) depth of water (at mean low water) at the waterward end of the structure, and (3) the distance from the waterward end of the structure to the near bottom edge of the channel. b. List any deviations between the work authorized by this permit and the work as constructed. In the event that the completed work deviates, in any manner, from the authorized work, describe on the As -Built Certification Form the deviations between the work authorized by this permit and the work as constructed. Clearly indicate on the as -built drawings any deviations that have been listed. Please note that the depiction and/or description of any deviations on the drawings and/or As - Built Certification Form does not constitute approval of any deviations by the U.S. Army Corps of Engineers. C. The Department of the Army Permit number. d. Include pre- and post -construction aerial photographs of the project site, if available. 2. The Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 3. The applicant shall remove all six existing dolphin piles that are waterward of the existing dock. 4. Prior to the initiation of any work authorized by this permit, floating turbidity curtains with weighted skirts shall be -3 - placed around the work area. Turbidity curtains must completely enclose all active in -water construction areas and shall not be removed until turbidity levels within the enclosed area return to background levels outside the curtain. Turbidity curtains must be adequate in length to control turbidity, yet of such length to preclude scouring of resources whether weighted or staked in place. Curtains shall be monitored at low tide to ensure that no resource impacts occur as a result of use. 5. Manatee Conditions: The Permittee shall comply with the "Standard Manatee Conditions for In -Water Work - July 2005", attached to this permit. 6. Sea Turtle and Smalltooth Sawfish Conditions: The Permittee shall comply with National Marine Fisheries Service's "Sea Turtle and Smalltooth Sawfish Construction Conditions" dated March 23, 2006, attached to this permit. 7. Consent to Easement: A portion of the proposed work is located within the Federal right-of-way for the Intracoastal Waterway and requires a Department of the Army Consent to Easement. By copy of this permit, the proposal is being forwarded to the Corps Real Estate Division for action on the Consent to Easement. Prior to commencement of construction the Permittee shall provide written verification to the Corps that the Consent to Easement has been approved. Failure to obtain the Consent to Easement invalidates this authorization. Generally, authorization of activities that have commenced or are under contract to commence in reliance of the GP will remain in effect provided the activity is completed within 12 months of the date a GP expired or was revoked. In the event you have not completed construction of your project within the specified time limit, a separate application or re -verification will likely be required. This letter of authorization does not obviate the necessity to obtain any other Federal, State, or local permits, which may be required. In Florida, projects qualifying for this GP must be authorized under Part IV of Chapter 373 by the Department of Environmental Protection, a water management district under §. 373.069, F.S., or a local government with delegated authority under §. 373.441, F.S. and receive Water Quality Certification (WQC) and Coastal Zone Consistency Concurrence (CZCC) or waiver thereof, as well as any authorizations required for the use of sovereign submerged lands that must be obtained as part of the associated WQC or CZCC. You should check State -permitting requirements with the Florida Department of Environmental Protection or the appropriate water management district. If you are unable to access the internet or require a hardcopy of any of the conditions, limitations, or expiration date for the above referenced GP, please contact Ashlee Muzi by telephone at 561-472-3505. Thank you for your cooperation with our permit program. The Corps Jacksonville District Regulatory Division is committed to improving service to our customers. We strive to perform our duty in a friendly and timely manner while working to preserve our environment. We invite you to take a few minutes to visit the following link and complete our automated Customer Service Survey: http://per2.nwp.usace.army.mil/survey.html. Your input is appreciated - favorable or otherwise. Sincerely, _ Tori White Chief, Palm Beach Gardens Section Enclosures Copies Furnished: Jerry Wooten V.P. Broward Pilings, Inc. 1360 NW 13th Street Pompano Beach, FL 33069 CESAJ-RD-PE CESAJ-RE Larry Wright 0 91 31 DEPT pgjg 5EAC IM 7� PAGE--o�W-1- arm -Ta r k PAGE--o�W-1- arm 3333 NORTH FEDERAL HIGHWAY Pi-inkip, - (561) 395-3333 JOHN A. GRANT, JR., INC. CONSULTING ENGINEERS & LAND SURVEYORS LICENSED BUSINESS # LB 50 BOCA RATON, FLORIDA 33431 FAX : (561) 395-3315 SKETCH OF DOCK LOCATION THE NORTH 95 FEET OF LOT 16-A AND THE SOUTH 10 FEET OF LOT 15-A BYRD BEACH PLAT BOOK 20, PAGE I CITY OF HIGHLAND RFA( -H PALM BEACH COUNTY, FLORIDA I I !:� 0 Lot 15A i 3 PZW 1 114.63' Ld 1 15,5' 42 r. :k i Ll 470 0 43.6 LLJ '5 5 I 6' 43.5 62. 6' 43.2' 9.70' '0 EXISTING P(STING , 10- DOCK DOLPHIN PILES (TYPICAL) 87.50' 0 to Lot 1 6A 0) PROPOSED BOAT LIFT '0 0 Ln PROPOSED L Op BOAT 0 0 t 5 Ll E 1 D FT 6A 0 0 0) 0 0 ff) ,.1-8 e7 ,&3 m zf 0 v- 01 - LZ' 150.00'lLot 17A pvl ' SHOWN ON THE PLAT OF ' SHOWN HEREON WAS CALCULATED USING RECORD7 INPOOMATbN H' NOTE INFORMATION 10—FOOT PROJECT CONTROL MAP BB -24258 SHEET 12 AND FIELD LOCATION OF DOCK AND ACC BYRD BEACH", TOGETHER WITH INTRACOASTAL ESSORIES USING EXISTING MONUMENTATION. FOR DOLPHIN PILES, DIMENSIONS SHOWN ARE TO CENTER OF PILINGS. FOR COORDINATE VALUES (SHOWN THUS 0)), SEE SHEET 2 OF 2. THIS IS NOT A SURVEY ! AND Apapnvm Drawn 'l)Y- RL Dais 4/27/09 Checked By F.B. 799 pg. 57-58 Scale 50' Job No. JG100-8864 Sheet 1 of 2 REV. ADD DOLPHIN PILE LOC'S FB 799/63-64 RL 9/9/09 I r-- REVIEWED 7/ FRE, ERI -K M. LERMAN PROFESSIONAL LAND SURVEYOR NO.4304 STATE OF FLORIDA REV. ADD ),,—y COORDS FB 799/63-64 RL 10/08/09 3:1 -�j W < cif Lu m z Q0 QI 0 0 < < n r 3 PZW 1 114.63' Ld 1 15,5' 42 r. :k i Ll 470 0 43.6 LLJ '5 5 I 6' 43.5 62. 6' 43.2' 9.70' '0 EXISTING P(STING , 10- DOCK DOLPHIN PILES (TYPICAL) 87.50' 0 to Lot 1 6A 0) PROPOSED BOAT LIFT '0 0 Ln PROPOSED L Op BOAT 0 0 t 5 Ll E 1 D FT 6A 0 0 0) 0 0 ff) ,.1-8 e7 ,&3 m zf 0 v- 01 - LZ' 150.00'lLot 17A pvl ' SHOWN ON THE PLAT OF ' SHOWN HEREON WAS CALCULATED USING RECORD7 INPOOMATbN H' NOTE INFORMATION 10—FOOT PROJECT CONTROL MAP BB -24258 SHEET 12 AND FIELD LOCATION OF DOCK AND ACC BYRD BEACH", TOGETHER WITH INTRACOASTAL ESSORIES USING EXISTING MONUMENTATION. FOR DOLPHIN PILES, DIMENSIONS SHOWN ARE TO CENTER OF PILINGS. FOR COORDINATE VALUES (SHOWN THUS 0)), SEE SHEET 2 OF 2. THIS IS NOT A SURVEY ! AND Apapnvm Drawn 'l)Y- RL Dais 4/27/09 Checked By F.B. 799 pg. 57-58 Scale 50' Job No. JG100-8864 Sheet 1 of 2 REV. ADD DOLPHIN PILE LOC'S FB 799/63-64 RL 9/9/09 I r-- REVIEWED 7/ FRE, ERI -K M. LERMAN PROFESSIONAL LAND SURVEYOR NO.4304 STATE OF FLORIDA REV. ADD ),,—y COORDS FB 799/63-64 RL 10/08/09 UNITED STATES DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration if NA'T'IONAL MARINE FISHERIES SERVICE Southeast Regional Office 263 13th Avenue South St. Petersburg, FL 33701 SEA TURTLE AND SMALLTOOTH SAWFISH CONSTRUCTION CONDITIONS The permittee shall comply with the following protected species construction conditions: a. The permittee shall instruct all personnel associated with the project of the potential presence of these species and the need to avoid collisions with sea turtles and smalltooth sawfish. ' All construction personnel are responsible for observing water -related activities for the presence of these species. b. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing sea turtles or smalltooth sawfish, which are protected under the Endangered Species Act of 1973. c. Siltation barriers shall be made of material in which a sea turtle or smalltooth sawfish cannot become entangled, be properly secured, and be regularly monitored to avoid protected species entrapment. Barriers may not block sea turtle or smalltooth sawfish entry to or exit from designated critical habitat without prior agreement from the National Marine Fisheries Service's Protected Resources Division, St. Petersburg, Florida. d. All vessels associated with the construction project shall operate at "no wake/idle" speeds at all times while in the construction area and while in water depths where the draft of the vessel provides less than a four -foot clearance from the bottom. All vessels will preferentially follow deep -water routes (e.g., marked channels) whenever possible. e. If a sea turtle or smalltooth sawfish is seen within 100 yards of the active daily construction/dredging operation or vessel movement, all appropriate precautions shall be implemented to ensure its protection. These precautions shall include cessation of operation of any moving equipment closer than 50 feet of a sea turtle or smalltooth sawfish. Operation of any mechanical construction equipment shall cease immediately if a sea turtle or smalltooth sawfish is seen within a 50 -ft radius of the equipment. Activities may not resume until the protected species has departed the project area of its own volition. f. Any collision with and/or injury to a sea turtle or smalltooth sawfish shall be reported immediately to the National Marine Fisheries Service's Protected Resources Division (727-824- 5312) and the local authorized sea turtle stranding/rescue organization. g. Any special construction conditions, required of your specific project, outside these general conditions, if applicable, will be addressed in the primary consultation. Revised: March 23, 2006 O:\forms\Sea Turtle and Smalltooth Sawfish Construction Conditions.doc STANDARD MANATEE CONDITIONS FOR IN -WATER WORK 2009 The permittee shall comply with the following conditions intended to protect manatees from direct project effects: a. All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones, and the need to avoid collisions with and injury to manatees. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing manatees which are protected under the Marine Mammal Protection Act, the Endangered Species Act, and the Florida Manatee Sanctuary Act. b. All vessels associated with the construction project shall operate at Idle Speed/No Wake" at all times while in the immediate area and while in water where the draft of the vessel provides less than a four -foot clearance from the bottom. All vessels will follow routes of deep water whenever possible. C. Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled, shall be properly secured, and shall be regularly monitored to avoid manatee entanglement or entrapment. Barriers must not impede manatee movement. d. All on-site project personnel are responsible for observing water -related activities for the presence of manatee(s). All in -water operations, including vessels, must be shutdown if a manatee(s) comes within 50 feet of the operation. Activities will not resume until the manatee(s) has moved beyond the 50 -foot radius of the project operation, or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation. Animals must not be herded away or harassed into leaving. e. Any collision with or injury to a manatee shall be reported immediately to the FWC Hotline at 1- 888-404-FWCC. Collision and/or injury should also be reported to the U.S. Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida. Temporary signs concerning manatees shall be posted prior to and during all in -water project activities. All signs are to be removed by the permittee upon completion of the project. Awareness signs that have already been approved for this use by the Florida Fish and Wildlife Conservation Commission (FWC) must be used (see MyFWC.com). One sign which reads Caution: Boaters must be posted. A second sign measuring at least 81/2" by 11" explaining the requirements for "Idle Speed/No Wake" and the shut down of in -water operations must be posted in a location prominently visible to all personnel engaged in water -related activities. dt [Ub61X a b ab�a 0 e�rae� 0 8a9 N N a)M U V LL O d' 00 00 00 Tool box 1 LO q F�0 A PTCI 11� y y M� LU OWN CL LLI 4.4 ..■CL n wn¢s A AOL ul bye `OM dt [Ub61X a b ab�a 0 e�rae� 0 8a9 N N a)M U V LL O d' 00 00 00 Tool box AS -BUILT CERTIFICATION BY PROFESSIONAL ENGINEER Submit this form and one set of as -built engineering drawings to the U. S. Army Corps of Engineers, Enforcement Branch, Post Office Box 4970, Jacksonville, Florida 32232-0019. If you have questions regarding this requirement, please contact the Enforcement Branch at 904-232-2907. 1. Department of the Army Permit Number: 2. Permittee Information: Name Address 3. Project Site Identification: Physical location/address 4. As -Built Certification: I hereby certify that the authorized work, including any mitigation required by Special Conditions to the permit, has been accomplished in accordance with the Department of the Army permit with any deviations noted below. This determination is based upon on-site observation, scheduled and conducted by me or by a project representative under my direct supervision. I have enclosed one set of as -built engineering drawings. Signature of Engineer (FL, PR or VI) Reg. Number (Af f iX Scw 6 ) Date Name (Please type) Company Name Address City State ZIP Telephone Number -2 - Deviations from the approved permit drawings and special conditions: (attach additional pages if necessary) LOCATION: 2540 S. OCEAN BLVD; HIGHLAND Inspection Type: EL -20 FINAL ELECTRIC Scheduled Date: Thursday, January 28, 2010 Property Owner: BRIAN PRINCE Prime Contractor: BROWARD PILING INC Describe: BOAT LIFT Permit #: DS -26057 Printed: 1/27/2010 Subdivision: BYRD BEACH Owner Phone: 561-509-5270 Contract Phone: 954-972-2489 Cell: 954-214-9795 Fax: 954-975-9691 Purpose: Boatlift/New/Repair/Replace INSPECTION # 7- ..................... - ::...:.:.-:,•:,:•:.::::::::::::::................................................................................................:::::::.:::::..:::.:...::.-:,:::.:::::-.......,•, ........E ..,.......n.,..u.. { n.:..tf,.:., , .......h.. u..:.:1.,.,..., ...E .11 I I : Ei .:...............:....».:.. , , .. ...........................:.............................I...... .. .. ... ...... s 1. ..:.I.. t.l .. .. It..I................................................................_:.............. ... .. ... :..:. ....E....._., � i:. I...t........... : . � � .. ... .. .. ..:. .... .. .. � � .... .. ... .... ,. . . : ... .. ... ... .. .. ..........................................u................a..... ..: .......,._.......... ... ..... ..i...:u..........a....:.....v..,..:...:1: r!.u::!:� �:lu+•!!!!':! E!!ii!.!iiui"�+!�::u.......;,."'!!!'r!::: ...: .... ............. ........... ....1...E ..... u..........,.......... .....:................... :::..:::.:::.:!:.u:..........�.i.iltl.��i.IE,...............................................v.....Elunn.,i.....u.a..:�n.E..u.,.nl.......................,......u................:...................................................i.............................:.......................................................................................:....:..u..........................:1............... ............i.............................................. ..... ❑ -CON D ITI-ONAL- APPROVAL: ❑ ❑ ❑ ❑ ❑ ❑ ❑ CLOSE PERMIT Workmans Comp Insurance: YES Inspectors Comments and Conditions: ❑ REINSPECTION REQUIRED REINSPECTION FEE Inspector: kl1 .. D lL�Ai Michael Desorcy 0 CTED BY E1�4proved F-] NOT Approved Approved with Conditions [:] Cancelled F] Not Ready DATE TIME ❑ STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. Inspection Type: Scheduled Date: 2540 S. OCEAN BLVD; HIGHLAND BL -20 FINAL BUILDING Thursday, January 28, 2010 Property Owner: BRIAN PRINCE Prime Contractor: BROWARD PILING INC Describe: BOAT LIFT Comments: FOR BOAT LIFT - -- -❑ CONDITIONAL APPROVAL: ❑ CLOSE PERMIT Inspectors Comments and Conditions: ❑ REINSPECTION REQUIRED REINSPECTION FEE Inspector: 4K -D tV ao�- Michael Desorcy Permit #: Printed: DS -26057 1/27/2010 Subdivision: BYRD BEACH Owner Phone: 561-509-5270 Contract Phone: 954-972-2489 Cell: 954-214-9795 Fax: 954-975-9691 Purpose: Boatlift/New/Repair/Replace INSPECTION # 7- Workmans Comp Insurance: YES E -'Approved F-1 NOT Approved ❑ Approved with Conditions F] Cancelled ❑ Not Ready �2 SPECTED BY DATE TIME ❑ STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof.