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CONSENT TO EASEMENT TO USE CORPS OF ENGINEERS RIGHT-OF-WAYDEPARTMENT OF THE ARMY CONSENT TO EASEMENT TO USE CORPS OF ENGINEERS RIGHT-OF-WAY Consent No. DACW17-9-25-0064 Project: Intracoastal Waterway, Little Pass Clearwater Bay Project Pinellas County, Florida Tract No. 100E-1 THIS CONSENT TO EASEMENT AGREEMENT, made by and between the UNITED STATES OF AMERICA, DEPARTMENT OF THE ARMY, hereinafter referred to as the "Government", acting by and through the Real Estate Contracting Officer, Chief, Real Estate Division, hereinafter referred to as "said officer," and CITY OF CLEARWATER, hereinafter referred to as the "Grantee": WHEREAS, the Government has acquired a right-of-way easement over the above - numbered tract of land, which easement, by its terms, reserves to the Government, in perpetuity, the right to use said easement for the construction, improvement, and maintenance of the Intracoastal Waterway, Little Pass Clearwater Bay Project, Pinellas County, Florida; and WHEREAS, the Grantee has requested to construct, use, maintain, control, operate, and repair structures on, across, over, and under a portion of the lands identified as Tract No. 100E -A1, Section 8, Township 29 South, Range 15 East, Pinellas County, Florida. The general location of which is shown in red on Exhibit "A", attached hereto and made a part hereof; and WHEREAS, the Government has issued Department of the Army Permit No. SAJ- 2002-05690 (NWP-RSS) authorizing the Grantee's construction of the specified structures under certain conditions, including the requirement that the Grantee obtain a Consent to Easement Agreement from the Government. NOW THEREFORE, this Consent to Easement Agreement is granted and accepted under the following conditions: 1. That effective as of the date of execution hereof, on behalf of the Government, this Consent to Easement Agreement shall supersede and terminate Department of the Army Consent to Easement Agreement No. DACW17-9-24-0195 dated December 17, 2024 and issued to The City of Clearwater. 2. That construction shall be in accordance with the drawings attached hereto and made a part hereof as Exhibit "B" and to Department of the Army Permit No. SAJ-2002- 05690 (NWP-RSS), incorporated herein by reference. 1 3. That it is understood that this consent is effective only insofar as the property rights of the Government in the land to be occupied are concerned, and that it does not relieve the Grantee from the necessity of obtaining grants from the owners of the fee and/or other interests, therein, nor does it obviate the requirement that the Grantee obtain State or local assent required by law for the activity authorized herein. 4. That any proposed improvements or use authorized herein shall not be commenced until appropriate rights shall have been obtained by the Grantee from the record owners and encumbrances of the fee title to the lands involved, or until the Grantee has obtained all Federal, State, or local permits required by law. 5. That the proposed improvements or use authorized herein shall be consistent with the terms and conditions of this consent; and that any improvements or use not specifically identified and authorized shall constitute a violation of the terms and conditions of this consent which may result in a revocation of this consent and in the institution of such legal proceedings as the Government may consider appropriate, whether or not this consent has been revoked or modified. 6. That the exercise of the privileges hereby consented to shall be without cost or expense to the Government and under the supervision of and subject to the approval of the said officer having immediate jurisdiction over the property and subject to such regulations as he may from time to time prescribe, including, but not limited to, the specific conditions, requirements, and specifications set forth in paragraph 2. 7. That the Grantee shall supervise and maintain the said improvements and cause it to be inspected at reasonable intervals and shall immediately repair any damage found therein as a result of such inspection, or when requested by said officer to repair any defects. Upon completion of the installation of said improvements or the making of any repairs thereto, the premises shall be restored immediately by the Grantee, at the Grantee's own expense, to the same condition as that in which they existed prior to the commencement of such work, to the satisfaction of said officer. 8. That any property of the Government damaged or destroyed by the Grantee incident to the exercise of the privileges herein granted shall be promptly repaired or replaced by the Grantee to the satisfaction of the said officer, or in lieu of such repair or replacement, the Grantee shall, if so required by said officer and at his option, pay to the Government an amount sufficient to compensate for the loss sustained by the Government by reason of damage to or destruction of Government property. 9. That the Government shall not be responsible for damages to the property or injuries to persons which may arise from or be incident to the exercise of the privileges herein granted, or for damages to the property of the Grantee, or for damages to the property or injuries to the person of the Grantee, or the persons of Grantee's officers, agents, servants, or employees, or others who may be on said premises at the invitation of the Grantee or the invitation of one of them, arising from Governmental activities on or in the vicinity of the said premises, and the Grantee shall hold the Government harmless from any and all claims. 2 10. That the Government shall in no case be liable for any damage, either hidden or known, to any improvements herein authorized which may be caused by any action of the Government, under the rights obtained in its easements, or that may result from the future operations undertaken by the Government, and no claim or right to compensation shall accrue from such damage, and if further operations of the Government require the alteration or removal of any improvements herein authorized, the Grantee shall, upon due notice, from said officer, alter or remove said improvements without expense to the Government and subject to the supervision and approval of the said officer and no claim for damages shall be made against the Government on account of such alterations or removal. 11. That construction and/or operation, maintenance, and use of any improvement's incident to the exercise of the privileges herein granted shall be in such a manner as not to conflict with the rights of the Government, nor to interfere with the operations by the Government under such rights nor to endanger lives and safety of the public. 12. That this consent may be terminated by the Government or said officer upon reasonable notice to the Grantee if the Government or said officer shall determine that any improvements or use to which consent is herein granted interferes with the use of said land or any part thereof by the Government, and this consent may be annulled and forfeited by the declaration of the Government or said officer for failure to comply with any or all of the provisions and conditions of this consent, or for nonuse for a period of two (2) years, or for abandonment. 13. That upon relinquishment, termination, revocation, forfeiture, or annulment of this consent, the Grantee shall vacate the premises, remove all property of the Grantee therefrom, and restore the premises to a condition satisfactory to the said officer. If the Grantee shall fail or neglect to remove the said property and so restore the premises, then at the option of the Government or said officer, the said property shall either become the property of the Government without compensation therefor, or the Government or said officer, may cause it to be removed, and the premises to be so restored at the expense of the Grantee, and no claim for damages against the Government, or its officer or agents, shall be created by or made on account of such removal and restoration. 14. That the Grantee within the limits of his respective legal powers shall comply with all Federal, interstate, State, and/or local governmental regulations, conditions, or instructions for the protection of the environment and all other matters as they relate to real property interests granted herein. 15. That the Grantee shall not remove or disturb, or cause or permit to be removed or disturbed, any historical, archeological, architectural, or other cultural artifacts, relics, vestiges, remains, or objects of antiquity. In the event such items are discovered on the premises, the Grantee shall immediately notify the District Engineer, Jacksonville District, Post Office Box 4970, Jacksonville, Florida 32232-0019, and the site and the material shall be protected by the Grantee from further disturbance until a professional 3 examination of them can be made or until a clearance to proceed is authorized by the District Engineer. 16. That no additional structures shall be constructed waterward of the Government's right-of-way line and that any structures currently within the right-of-way must be removed by the Grantee, at Grantee's expense, if future needs of the Government so require. 17. That this consent may not be transferred to a third party without the prior written notice to the Chief, Real Estate Division, U.S. Army Corps of Engineers, Jacksonville District, Post Office Box 4970, Jacksonville, Florida 32232-0019, and by the transferee's written agreement to comply with and be bound by all the terms and conditions of this consent. In addition, if the Grantee transfers the improvements authorized herein by conveyance of realty, the deed shall reference this consent and the terms and conditions herein and the consent shall be recorded along with the deed in the Registrar of Deeds or with another appropriate official. This consent is not subject to Title 10, United States Code, Section 2662. 4 IN WITNESS WHEREOF, I have hereunto set my hand, by authority of the Secretary of the Army, this , day of 2025. Attest: RoSe ' ri e Ca I City Clerk (Print Name) City Clerk (Signature) UNITED STATES OF AMERICA BY: EMMANUEL J. FREEMAN Real Estate Contracting Officer Deputy Chief, Real Estate Division AGREED TO AND ACCEPTED CITY OF CLEARWATER Jenvl, (Cr f i rri e( 5 City Manager (Print Name) By: City = ag r (S• natur Bruce Rcc3Y Mayor (Print Name) Approved as to form: orney (Signature) rig s ibP* it; • rf trrFp?4p r W F ► �`� ��-- • 'WI FT I: t ittk1A1lrrMev.# .a..,..i. EXHIBIT A Consent No. DACW17-9-25-0064 Permit No. SAJ-2002-05690 (NWP-RSS) Grantee: City of Clearwater Engineering Department 25 and 45 Causeway Boulevard Clearwater, Pinellas, Florida Section 8- T 29 S- R 15 E 3 October 2024 Intracoastal Waterway -Little Pass Clearwater Bay Project, Affects Tract No. 100E-1 I I LEGEND PROJECT LOCATION IWW PERPETUAL EASEMENT RW 25 AND 45 CAUSEWAY BLVD 250 125 0 250 Feet SCALE: 1 INCH = 250 FEET VICINITY MAP Clearwater Beach rhea/or 25 & 45 Causeway Blvd • ♦ • Prepared by: Department of the Army Corps of Engineers Jacksonville District Real Estate Division Technical Services Branch ATTACHMENT SHEET LIST TABLE INDEX NO SHEET NO SHEET 1111.E 1 0-001 COVER SHEET 2 G-002 GENERAL NOTES (1 OF 2) 3 0-003 GENERAL NOTES (2OF 2) 4 V-101 EXISTING CONDITIONS 6 SURVEY PLAN 5 V-102 EXISTING MARINA PLAN 6 0.101 DEMOLITION PLAN 7 0.301 DEMOLITION SECTIONS 6 PHOTOS 8 C-101 DREDGING PLAN 9 C301 DREDGING CROSS SECTIONS 10 5-101 STRUCTURAL PLAN 11 5301 NS TYPICAL SECTONS 12 SS01 FLOATING DOCK DETAILS 13 5-502 GANGWAY DETAILS 14 5-505 MISCELLANEOUS DETAILS This item has been electronically signed and sealed by Nicole M Pauly, PE using a Digital Signature and date. Punted copies of this document are not considered signed and sealed, and the signature must be verified on any electronic copies. rµy BRIGHT AND BEAUTIFUL e BAY TO BEACH CLEARWATER BEACH MARINA REPLACEMENT 45 CAUSEWAY BLVD. CLEARWATER, FL 33767 Project Location REVISIONS NO. DATE DESCRIPTION Sy 01 202301-23 RN 01 RESPONSE NMS 02 202305-12 RN Ot RESPONSE (CONTINUED) NMS CITY OFFICIALS Frank Hibbard Mark Bunker Kathleen Beckman David Allbritton Lina Teixeira Jon Jennings Mayor Councilmember Councilmember Councilmember Councilmember City Manager Tara L. Kivett, P.E. City Engineer Approved For Construction Date Approved .r..16Notseee Tara I-10404 PAL MINI moffatt & nichol 501 E. KENNEDY BLVD, SUITE 1910 TAMPA, FL 33602 PHONE: (813) 258-8818 PERMIT DRAWINGS City Project �N�q No. 21-0008-MA City a CITY OF CLEARWATER U.S. ARMY CORPS OF ENGINEERS PERMIT NUMBER: SAJ-2002-05690 DRAWING 1 of 14 09/2023 EXHIBIT "BI1 PG 1 OF 17 ATTACHMENT 1 GENERAL NOTES 1. ALLWORK SHALL CONFORM TO THE REQUIREMENTS OF THESE PLANS AND BOTH THE PROJECT SPECIFICATIONS, AND THE FDOT STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION, LATEST EDITION. 2. SOT VERIFICATION: PRIOR TO BEGIN/ING CONSTRUCTION TIE CONTRACTOR SHALL VERIFY THE SOF CONDITIONS AND NOTIFY TIE ENGINEER IN WRITING OF ANY DISCREPANCIES IN DIMENSIONS OR SITE CONDITIONS. THE CONTRACTOR SHALL NOT BEGIN CONSTRICTOR IN ANY SUCH AFFECTED AREA UNTIL THE DISCREPANCY HAS BEEN RESOLVED BY THE CONTRACTOR AND APPROVED BY TE ENGINEER. 3. ALL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS OF DEMOUTON, CONSTRUCTION, AND ERECTION OF STRUCTURAL MATERIAL ARE THE RESPONSIBILITY OF THE CONTRACTOR a. TIE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF EXISTING STRUCTURES, AND NEW WORK FROM DAMAGE AND/OR DISPLACEMENT. THE CONTRACTOR SHALL PROVIDE SHORING, BRACING. AND FALSE WORK AS NECESSARY TO PROTECT EXISTING AND NEW WORK FROM DAMAGE AND DISPLACEMENT. THE CONTRACTOR SHALL REPAIR DAMAGE TO EXISTING AND NEW WORK AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE CITY. TIE CONTRACTOR SHALL PLACE CONSTRUCTION DEBRIS CONTROL DEVICES. BOOMS. TARPAULINS, FLOATS, STAGING. AND OTHER DEVICES AS NECESSARY TO PREVENT CONSTRUCTION DEBRIS FROM ENTERING THE WATER ATO AIR BORNE MATERIALS FROM LEAVING THE IMMEDIATE VICINITY OF THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEAN-UP OF ANY MATERIALS DEPOSITED OUTSIDE THE WORK AREA OR IN THE WATER. 6. TIE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE LOCAL ENMROMMENTAL PROTECTION STANDARDS. LAWS, AND REGULATIONS. 7. ALL ELEVATORS SHOWN REFER TO NORTH AMERICAN VERTICAL DATUM OF 1558 (NAVD) IN FEET. 0. THE FOLLOWING TIDAL DATUM RELATIONSHIP IS RASED ON NOM STATION 8126706 CLEARWATER HARBOR FL 19812001 EPOCH. COORDINATES REFERENCED TO PROJECT DATUM. TIDAL INFORMATION AS FOLLOWS: TIDAL DATA MEAN HGHER HIGH WATER (MHHW) MEAN HIGH WATER (MHN) NORTH AMERICAN VERTICAL DATUM MEAN SEA LEVEL (MSL) MEAN LOW WATER PIWj MEAN LOWER LOW WATER (MLLW] 40.96 NAVD 40.64 MVO 0.00 NAVD -0.2B NAVD -1.27 NAVD -1.75 NAVD 9. HORIZONTAL CONTROL REFERENCED TO NORTH AMERICAN DATUM OF 1983, STATE PLANE COORDINATE SYSTEM, FLORIDA VEST ZONE. IN FEET. 10 SUBMERGED LANDS BOUNDARY SURVEY BY FLORIDA DESIGN CONSULTANTS, INC.. DATED SEPTEMBER 2008. 11. TOPOGRAPHIC SURVEY PREPARED BY THE OTY OF CLEARWATER, DATED FEBRUARY 2022. 12. EXISTING HYDROGRAPHIC SURVEY PREPARED BY GEORGE F. YOUNG, INC.. DATED MARCH 2020. 13. SEA GRASS SURVEY PREPARED BY WOODS CONSULTING. DATED JUNE 21, 2022. 14. UNFORESEEN CONDITIONS UNCOVERED WRING DEMOLITION OR CONSTRUCTION SHALL IMMEDIATELY BE BROUGHT TO TE ATTENTION OF THE ENGINEER. 15. CONTRACTOR SHALL LOCATE ALL UTILITIES IN THE AREA OF CONSTRUCTION PRIOR TO COMMENCING WTI DEMOUTON AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL CONFUCTS W TH EXISTING UTILITIES. 16. THE CONTRACTOR SHALL REMOVE ALL BARGES. WORK BOATS, STAGING. AND OTHER TEMPORARY PLATFORMS AND/OR AREAS AT THE COMPLETION OF WORK. 17. THE CONTRACTOR SHALL CONSIDER MID PLAN FOR. ON A DAILY BASIS, TIE EFFECT OF TIDAL FLUCTWTONS AND CURRENTS IN THE EXECUTION OF THE WORK 16. TIE PROJECT SITE IS LOCATED IN AN ACTIVE WATERWAY. TE CONTRACTOR SHALL CONSIDER AND PLAN FOR THE EFFECTS OF PASSING VESSELS. 18. CONTRACTOR SHALL COORDINATE UPLAND STAGING AND DREDGED MATERIAL CONTAINMENT AREAS W TN THE CITY PRIOR TO CONSTRUCTOR. ha' 501 E. KENNEDY BLT. ZTE 1910 TAKPA R 1noRatt i nklrol PHONE (313) 256-6616 DEMOLITION NOTES 1. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO STRICTLY CONTAIN TIE DEMOLITION WITHIN THE LIMITS OF CONSTRUCTION AND AVOID ANY DAMAGE TO TE EXISTING STRUCTURES. 2. CONTRACTOR SHILL SUBMIT A DEMOLITION PLAN INCLUDING BUT NOT UNITED TO DETAILED MEANS AND METHODS. SEQUENCE OF WORK, EQUIPMENT. H Z RDOUS MATERIAL IDENTIFICATION. APD HANDLING AND DISPOSAL PROCESSES. 3. ANY DAMAGE INCURRED IN EXECUTOR OF THIS CONTRACT TO ANY PART OF THE PROPERTYISTRUCTURE (INCLUDING OTIUTES) NOT SPECIFICALLY DESIGNATED FOR DEMOLITION SHALL BE REPAIRED. REPLACED. AND/OR RECONSTRUCTED BY THE CONTRACTOR TO ITS ORIGINAL CONDITION AS DIRECTED BY TIE ENGINEER AT THE EXPENSE OF THE CONTRACTOR. 4. ALL DEMOUSHED MATERIAL EXCEPT AS NOTED OTHERWISE, BECOMES THE PROPERTY OF, AND SHALL BE COMPLETELY REMOVED AND DISPOSED OF BY TIE CONTRACTOR. THE REMOVAL, HANDLING, AND DISPOSAL OF ALL DEMOUTON MATERIALS SHALL BE IN STRICT ACCORDANCE WITH ALL LOCAL STATE, AND FEDERAL REQUIREMENTS. 5. IT SHALL BE THE RESPONSIM UT' OF THE CONTRACTOR TO BECOME FAMILIAR WITH THE MATERIALS TO BE DISPOSED OF AND ALL GOVERNING AGENCY REQUIREMENTS. 6. ALL REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES SHALL BE COORDINATED WITH THE ENGINEER & CITY PRIOR TO PROCEEDING W TH THE CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE TO CONTROL FUGITIVE DUST ORIGINATING FROM THE PROJECT SITE WRING CONSTRUCTOR BY WATERING OR OTER METHODS AS REQUIRED. B. ALL CONCRETE SHALL BE ASSUMED TO BE STEEL REINFORCED. 9. ALL SURVEY MONUMENTS W TNN LINTS OF CONSTRUCTION ARE TO BE PROTECTED. 10. TREATED TIMBER SHALL BE DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE. AND FEDERAL REGULATIONS. 11. THE TERMS 'DEMOLITION AND 'REMOVAL' ARE INTERCHANGEABLE WITHIN TESE DOCUMENTS AND REFER TO ALL WORK. TOOLS. AND EQUIPMENT NECESSARY TO REMOVE THE SPECIFIED COMPONENTS AND DISPOSE OF TEM OFFSITE (LION) IN ACCORDANCE WITH ALL LOCAL, STATE, ATO FEDERAL LAWS. 01 NESPONsP (CONTINUED) RN 01 RES 3-01 ABBREVIATIONS AD ADA AISC APPROX ASTM ANS BL BLDG BOC BOTT CIP CF CL CLR COMMS CONIC CONST CONT CTS CY DBL DET DISCONT EF EF EL ELEV EQ EW EXIST EXP FOOT FOOT FEC FT GR GRND PKHORIZ Ii IN. INFO I.E. INV LB LB IF AMERICAN CONCRETE INSTITUTE AMERICAN DISABILITIES ACT AMERICAN INSTITUTE OF STEEL CONSTRUCTION APPROXIMATE AMERICAN SOCIETY FOR TESTING MATERIALS AMERICAN WELDING SOCIETY BASEUNE BUILDING BOTTOM OF CONCRETE BOTTOM CAST IN PLACE CONSTRUCTOR JOINT CUBIC FEET CENTERUNE CLEAR COMMUNICATIONS CONCRETE CONSTRUCTION CNRTN000S ENTERS CUBIC YARDS DOUBLE DETAIL DISCONTINUOUS EAST EACH EACH FACE ELEVATION ELEVATION EQUAL EACH WAY EXISTING EXPANSION FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION FLORIDA DEPARTMENT OF TRANSPORTATION FIRE EXTINGUISHER CABINET FEET GRADE GROUND HOOT( HORIZONTAL NOES INFORMATION INVERT ELEVATION INVERT ELEVATION JOINT POUND LINEAR FEET LEGEND m Mir VIEW NUMBER VIEW TITLE I SCALE. SHEET NUMBER VIEW REFERENCED TO m VIEW NUMBER SHEET NUMBER VIEW REFERENCED TO VIEW TITLE SECTION CALLOUT m VIEW NUMBER SHEET NUMBER VIEW REFERENCED TO DETAIL CALLOUT CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 LG LTX MH MHN AIRW MIN MISO MLLW MLW MPH MSL AND NAVD NC NTS ND. PC PDA PL PSI PSI CITY RCP REINF RT'DOD RT SF SP SPA ST STA STD TOC TOS TBP TYP UG VON VERT WPW W/ WI 0 6 a B LONG LEFT MAXIMUM MANHOLE MEAN HGIER HIGH WATER MEAN HIGH WATER MINIMUM MISCELLANEOUS MEAN LOWER LOW WATER MEAN LOW WATER MILES PER FOUR MEAN SEA LEVEL NORTH NORTH AMERICAN DATUM NORTH AMERICAN VERTICAL DATUM NOT IN CONTRACT NOT TO SCALE NUMBER ON CENTER PILE DYNAMO ANALYZE PLATE POUND PER SQUARE FOOT PON:O PER SQUARE INCH QUANTITY REINFORCED CONCRETE PIPE REINFORCEMENT REOLIRED RIGHT SOUTH SQUARE FEET SOUTHERN PINE SPACES SQUARE STATION STANDARD TON TOP OF CONCRETE TOP OF STEEL TO BE REMOVED TYPCIAL UNDERGROUND UNLESS OTHERWISE NOTED VERTICAL WEST WORK POINT WITH • SECONDS OR INCH = MINUTES OR FEET =ASTERISK =SQUARE = NUMBER OR POUNDS =AND =AT = DIAMETER OR PHASE = DEGREES CLEARWATER BEACH MARINA REPLACEMENT GENERAL NOTES (1 OF 2) PERMIT DRAWINGS ISSUED: 2023-01-23 NOT TO BE USED FOR CONSTRUCTION 2111221 C000- 084°2 WAIF R U.S. ARMY CORPS OF ENGINEERS PERMIT NUMBER: SAJ-2002-05690 DRAWING 2 of 14 09/2023 EXHIBIT "BTI PG 2 OF 17 ATTACHMENT F TURBIDITY NOTES 1. TIE CONTRACTOR SHALL FURNSH, INSTALL AND MAINTAIN TURBIDITY CONTROL CURTAIN AROUND WORK AREA. TIE PURPOSE OF TIE CURTAIN IS TO AVOID ANY DEBRIS FROM GOING INTO THE MAIN WATERS. THE CONTRACTOR HAS TIE OPTION TO ENCLOSE TEE ENTIRE WATERSIDE OF THE SITE, WITHIN THE LIMITS OF DISTURBANCE, OR TO INSTALL AND MOVE TEE CURTAIN IN STAGES. THE CONTRACTOR SHALL MAINTAIN SUCH CURTAINS AT ALL TIMES IN TEE AREAS WERE WORK IS IN PROGRESS. 2. TURBIDITY BARRIERS TO BE MAMJFACTURED IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS INDEX NO. 103. 3. FINAL CURTAIN TYPE WILL BE SELECTED BY THE CHOSEN CONTRACTOR ACCORDING TO SITE CONDITIONS AT THE TIME OF CONSTRUCTION. 4. THE TURBIDITY CURTAIN SHALL SURROUND THE INWATER WORK AREAS USING THE SMALLEST AREA PRACTICABLE TO CONTAIN TURBIDITY WHILE NOT ADVERSELY IMPACTING SUBMERGED AQUATIC VEGETATION OR BENTHIC RESOURCES. TURBIDITY CURTAIN TO BE USED DURING CONSTRUCTION CONSTAR BARGE `WORK AREA EXISTINGSHOREUIE ANCHOR AT SHORE UNE ALONG SHORE PLAN TURBIDITY CURTAIN TO ENCLOSE WORKING/DISTURBANCE AREA WRING CONSTRUCTION L WORK AREA - CONST. BARGE OFF SHORE PLAN TYPE II TYPE II TURBIDITY CURTAIN DETAIL ,e, 501 L KENNEDY BLVD, GTE 1810 TAmmoNOH t 5151,01 PHAGE: IBIS) 258-8BIS SILT FENCE NOTES 1. WOVEN WIRE FENCE TO BE FOSTERED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 2,0' AT TOP B MID SECTION. 3. WI -EN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES .6 FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 'BULGES DEVELOP IN THE SILT FENCE. A. POSTS: STEEL EITER'I' OR If TYPE B. FENCE WOVEN WIRE,14 GA. 6 MAX. MESH OPENNG C. FILTER CLOTH: SHALL MEET NCDOT, STANDARD SPECIFICATION. SECTION 053 10' MAX. O.0 WOVEN WIRE FENCE (MIN 1912 GAUGE, MAX 6 MESH SPACING) 3-0' MIN STEEL FENCE POSTS, DRIVEN MN 16 INTO GROUND mmmummunimmullimMUMMUMMOM ii ummum ���uMUNI■OMMOMMOMMEM amcammummummuMMOMMOMMMUMUM !Iiiiwcmpm==mpummiaiiiiiiiiiieAIMUM ONT ' OMNI OJ� WOVEN IMRE FENCE (14 1/2 GA MIN, MAX 6 MESH SPACING) WITH FILTER CLOTH OVER OVERLANo FLOW EMBED FILTER CLOTH MN S. INTO GROUND CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 �p1P�O FUO PERSPECTIVE VIEW DETAIL - TURBIDITY CONTROL CURTAIN MIN STEEL FENCE POST FARTH SECTION NTS UNDISTURBED GROUND WOVEN WIRE FENCE (19 1/2 GA MIN, MAX 6 MESH SPACING) HATH FILTER CLOTH OVER b F Fez B x 34P MIN STEEL FENCE POST PAVEMENT PATCH HOLES IN PAVEMENT WHEN REMOVED TEMPORARY SILT FENCE DETAIL MS AS SHOWN AL!I L kJ STAKE (TPP) SHAY BALE (TPP) YI SLOPE I 1 I SLOPE PLAN WETIAIE SETBACK UNE HAYBALE WAY BALE =I PAVED SECTION STAKE MPJ TILL EXISTING GRADE LINE SECTION "A -A' 1. FOR ADDITIONAL TEMPORARY EROSION SEDIMENT CONTROL NOTES AND DETAILS REFER TO FOOT STANDARDS. EROSION CONTROL DETAILS CLEARWATER BEACH MARINA REPLACEMENT GENERAL NOTES (2 OF 2) [ C UNDISTURBED GROUND PERMIT DRAWINGS ISSUED 2023-01-23 NOT TO BE USED FOR CONSTRUCTION 1^TO6,t 003 !TFR U.S. ARMY CORPS OF ENGINEERS PERMIT NUMBER: SAJ-2002-05690 DRAWING 3 of 14 09/2023 EXHIBIT "BTI PG 3 OF 17 ATTACHMENT NORTHERN BOUNDARY OF CITY OWNED SUBMERGED LANDS UPLAND PROPERTY BOUNDARY LEGEND ZIJ I 2 501 E. KENNEDY BLUR STT 1510 , FL 33602 TNorfatt t nN lcOI PHONE: (813) 258-B818 RAI 01 RESPONSE ,CONTINUED, RAI 01 RESPONSE REVISIPD PT DATE CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 0. MYRTLE AVE. CLEARWATER, FL 33756 CLEARWATER BEACH MARINA REPLACEMENT EXISTING CONDITIONS & SURVEY PLAN N I UPLAND PROPERTY BOUNDARY UMTS OF CITY SUBMERGED LANDS OMITS OF USAGE FEDERAL CHANNEL UMTS OF CHANNEL TO BE DEAUTHORIZED OMITS OF SEAGRASS SCALE' GRAPHICAL PERMIT DRAWINGS ISSUED'. 2023-01-23 NOT TO BE USED FOR CONSTRUCTION zY^v' "]11222 IVA 511 Z:525 gUY nor^ I H A U.S. ARMY CORPS OF ENGINEERS PERMIT NUMBER: SAJ-2002-05690 DRAWING 4 of 14 09/2023 N100LE1.1 SHAW EX-11BII "b" PG 4 OF 17 O Q 1.. R\ TEP ATTACHMENT 1 WEST SEAWALL CRABBYS DOCKSIDE CAUSEWAY BLVD L of uE UNDERGROUND FUEL TANKS 2 DIESEL,) GAS) _/ I [ �Y CK AND RESTROOMS (NIC) • REIT AURAE RESTAURANT (NIC) MOORING PILE CLUSTER (TSP) BICYCLE BRIDGE MANDALAY CHANNEL FUEL DOCK BUILDING OVERWATER DECK (NIC) PIER HOUSE 60l POCKS TIT (MC) L 9 U p SOUTHERN BOUNDARY OF OWNED SUBMERGED LANDS N I LEGEND ,R- EXISTING BATHYMETRIC CONTOUR ----- CITY OWNED SUBMERGED LANDS UMTS OF SEAGRA56 EXISTING SLIP MIX TABLE SIZE (FT) QUANTITY 10 7% 35 30 16% 00 0% ds 53 32% 50 13 6% 55 2 1% 60 10 8% 65 1% TG n 10% BO 1% 90 1% 2% TOTAL 165 100% SCALE'. GRAPHICAL PERMIT DRAWINGS ISSUED 2023-01-23 NOT TO BE USED FOR CONSTRUCTION „" 501 E. KENNEEDY LAS STE 1910 6 06601-t a NICKOI PHONE: (613) 250-9818 RAI 01 RESPONSE (CONTINUED) NIKS 2023-05.12 RAI 01 RESPONSE 2023-01.13 REVISION BY DATE CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 5. MYRTLE AVE. CLEARWATER. FL 33756 CLEARWATER BEACH MARINA REPLACEMENT EXISTING MARINA PLAN U.S. ARMY CORPS OF ENGINEERS PERMIT NUMBER: SAJ-2002-05690 DRAWING 5 of 14 09/2023 PNC DAcwi EXHIBIT "B" PG 5 OF 17 o6402 WATFR ATTACHMENT 1 EXISTING TIMBER BOARDWALK AND ASSOCIATED STRUCTURES TO BE REMOVED (TYP) / I i EXISTING OVERWATER DECK TO REMAIN EXISTING CRABBYS DOCKSIDE TO REMAIN EXISTING SEAWALL EXISTING DOCKS AND MOORING PILES TO REMAIN (TYP) MARINA BULLING TO REMAIN UNDERGROUND FUEL TANKS REMAIN TO RIN CAUSEWAY BLVD MANDALAY CHANNEL EXISTING \_ MEMORIAL BAITHOUSECAUSEWAY RESTAURANT L CAUSEWAY TO REMAIN EXISTING DECK AND RESTROOMS TO REMAIN • / • • • • `EXISTING PILE CLUSTER TO BE REMOVED (TYP) XISTING TIMBER DOCK TO BE REMOVED (TRP) EXISTING MOORING PILE TO BE REMOVED MPJ • OVERWATER OFFICE BUILDING TO BE REMOVED 48-7 TB • . • • • • • •IT FUEL DOCK. SEE NOTE 1 TB 0� TOEL DOCK ME REMOVED MOREMDVEDVED UILDING TO B 'a, SOI E OE1KE Y B.O. O. STE 1610 TAMP...offset t McN•I PHONE: (MS) 2Y-RBI8 EXISTING DOCK TO REMAIN (TYP) `SOUTHERN BOUNDARY OF TIE F.S. CH 11050 SUBMERGED LANDS GRANTED TO TIE CITY CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 CLEARWATER BEACH MARINA REPLACEMENT DEMOLITION PLAN N o NOTES 1. THREE FUEL GSPENSERS. TWO PUMPOUT STATIONS, AND ASSOCIATED PIPING SHALL BE REMOVED FROM FUEL DOCK TO JUNCTION BOXES/SUMPS LOCATED LANDSIDE OF SEAWALL. LEGEND ® UNITS OF DEMOLITION • MOORING PILES TO BE REMOVED ---- CITY OWNED SUBMERGED LANDS TS--- TURBIDITY CURTAIN DEMOLITION QUANTITIES CONCRETE CAP 1,516 IF TIMBER DOCK 97.118 SF MOORING RUES 240 EA DOCK FILES 950 EA FUEL DOCK BULLING 428 SF OVERWATER OFFICE BUILDING 744 SF SCALE GRAPHICAL PERMIT DRAWINGS ISSUED: 2023-01-23 NOT TO BE USED FOR CONSTRUCTION U.S. ARMY CORPS OF ENGINEERS PERMIT NUMBER: SAJ-2002-05690 DRAWING 6 of 14 09/2023 EXHIBIT "BTI PG 6 OF 17 ATTACHMENT REMOVE CONCRETE CAP AS NECESSARY TO FACILITATE INSTALLATION OF NEW CONCRETE CAP. CORE CF CONCRETE CAP TO REMAIN EXISTING GRADE TOP OF CAP EL MARES +3.77042 NAVD h TIE BACK SYSTEM TIE ROD AND EMBEDDED TO REMAIN STEEL PLATE TO REMAIN EXISTING CONCRETE SHEET PILE TO REMAIN S EL +0 MOW EL +0.00 NAVD EXISTING MIDLINE VARIES (-2.0 TO -60 NAVD) TIP EL UM(NOWN AOTYPICAL SECTION - PARTIAL SEAWALL CAP DEMOLITION SCA. LON, TIMBER MOORING PILE TBR (TYP) \ TIMBER GUARDRAIL TBR r 100SK TBR TIMBER DOCK TBR REINFORCED CONCRETE CAP TO BE REPAIRED PHOTO - PERIMETER BOARDWALK OFFICE BUILDING TBR TIMBER STRINGER TBR (1YP) TIMBER CROSS BRACE TBR (TYP) TIMBER PILE CAP TBR (TYP) PRESTRESSED CONCRETE PILE TBR (TYPI PHOTO - OFFICE BUILDING DOCK URUTIES TBR (TEP) UMBER DECKING TBR TIMBER STRINGER TBR (TYP) TIMBER PILE CAP TBR (TYP) PHOTO - TYPICAL DOCK PRESTRESSED CONCRETE PILE TBR (TYP) PHOTO - FUEL BUILDING SCALE GRAPHICAL PERMIT DRAWINGS ISSUED) 2023-01-23 NOT TO BE ()..6F0 FOR CONSTRUCTION ,a, 501 E KENNEDY SOD 02STE 1810 TAMPA FL 130 molettt 51+6101 PHONE (BIS) 258-8818 RN 01 RESPONSE (CONINUEL) 2023-05-11 RN Ot RESPONSE 2022.01-23 REVISION ISA DATE CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 CLEARWATER BEACH MARINA REPLACEMENT DEMOLITION SECTIONS & PHOTOS 229 'maw 7:i9: -?•5-1108401 tin *A Alw Pt.t.txA tWATFR U.S. ARMY CORPS OF ENGINEERS PERMIT NUMBER: SAJ-2002-05690 DRAWING 7 of 14 09/2023 EXHIBIT IIB11 PG 7 OF 17 ATTACHMENT 1 Ll-.__.._.._ P EXISTING RESTAURANT EXISTING MARINA BUILDING SILT FENCE AROUND CONTAINMENT AREA F CAUSEWAY BOULEVARD N I T __ -- _. NOTES APPROXIMATE UMITS OF 1 DREDGE MATERIAL WILL BE HANDLED AND DREDGED MATERIAL OSPOSED OF OFFSITE AT AN APPROVED - CONTAINMENT AREA. LOCATION. SEE NOTES PERTAINNG TOSEOMENT CONTROL 2. LOCATION AND FINAL DIMENSIONS OF CLEAR WATER RETURN UNE EXISTING BMT HOUSE RESTAURANT DREDGING TRANSITION 135 MANDALAY CHANNEL M- 0.72 ML) -B.7 NAVD `�\ DREDGE TO -10.0 NAND MU"D EXISTING OVERWATER CECK ,Y, E TNA FL BLVD. ISIS promo • nlchol PHONE: (013) 250-5010 EXISTING DOCK (TYPI RN 01 RE_SPON g(CONIINUEDI 102,0,11 MI 01 RESPONSE REVISION BY 20210141 SOUTHERN BOUNDARY OF THE F.S. CH 11050 SUBMERGED LANDS GRANTED TO THE CITY CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 CONTAINMENT AREA IS APPROXIMATE. CONTRACTOR TO CONFIRM LOCATION AND FINAL DIMENSIONS ON-SITE BASED ON UPLAND AVAILABILITY AN) DREDGING RATES. 3 DREDGE MATERIAL WILL BE PLACED ON SITE IN CONTAINMENT AREA AND DISPOSED OF OFF-SITE ONCE DEWATERED. LEGEND I I DREDGING AREA PROPOSED DOCK FOOTPRINT CITY OWNED SUBMERGED LANDS UMTS OF DREDGING TB- TURBIDITY CURTAIN BULKHEAD REPLACEMENT UMTS IIIIIIIIII.EXISTING SEAGRASS DREDGING QUANTITIES AREA (SF) VOLUME (CV) DREDGE MATERIAL 65.792 3,714 1' OVERDREDGE ALLOWANCE 60792 2.540 CLEARWATER BEACH MARINA REPLACEMENT DREDGING PLAN BO 0 SO 12Y SCALE: 1"050 PERMIT DRAWINGS ISSUED: 2023-01-23 NOT TO BE USED FOR CONSTRUCTION 00641 RWAT.EF U.S. ARMY CORPS OF ENGINEERS PERMIT NUMBER: SAJ-2002-05690 DRAWING 8 of 14 09/2023 EXHIBIT "B" PG 8 OF 17 ATTACHMENT 1 EXISTING GRADE EL VARIES +3.7 TO +4.0 TOE EL +52 EL .0.08 FACE OF PROPOSED BULKHEAD 8.0 Y EL +054 MAN EL -1.2T MLW DREDGE TO ELEVATION -10 NAV0 (AZT H.IW) I' OVERDREDGE ALLOWANCE TYPICAL SECTION AT WEST BULKHEAD SCALE 1,1O /- EXISTING GRACE EXISTING GRACE EL VARIES +3.T TO +4.0 TOC EL +5.T FACE OF PROPOSED BULKHEAD EL +0.51 MAN Y EL -127 MLW DREDGE TO ELEVATION -8 NAVD (-8.71 MLW) i' OVERDREDGE ALLOWANCE TYPICAL SECTION AT NORTH BULKHEAD SCALE 1,10' EXISTING GRADE LEGEND I I DREDGING LIMITS I J I 1' OVERDREDGE LIMITS - - - - ES STI NO GRACE la a la SCALE: 1".10 PERMIT DRAWINGS ISSUED. 2023-01-23 NOT TO BE USED FOR CONSTRUCTION 11x1 501 E KIMEB�BLWDSTE 1810 nrolTCtf S 31 5188,01 PHONE: (813) 258-8818 RESPONSE (CCNINU®) NNIS RN 01 RESPOALSE REVISION 2021.01.23 DATE CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 B. MYRTLE AVE. CLEARWATER. FL 33756 CLEARWATER BEACH MARINA REPLACEMENT DREDGING CROSS SECTIONS DNC rfAC20XW Y1 .00e2P' ARWAeTFR rwiEd, PE(:1 H U.S. ARMY CORPS OF ENGINEERS PERMIT NUMBER: SAJ-2002-05690 DRAWING 9 of 14 09/2023 EXHIBIT "B" PG 9 OF 17 ATTACHMENT 1 MANATEE AWARENESS AND Q MANATEE EDUCATOR SIGNS (VP) EXISTING OVERWATER DECK EXISTING DOCK (TYP) PROPOSED SLIP MIX SIZE 05 QUANTITY 35 so 28% 50 26% 55 2% 60 14% 10 75 60 4% 2% 10. 2% TOTAL 165 • EXISTING MOORING PILE mP) e 4 MOORING PILE (TYP) EXISTING UNDERGROUND (" EXISTING MARINA FUEL TANKS (2 DIESEL I GAS) i BULGING 1 ]+ 123/11 RAMP BOARDWALK fTBU mn I I I� JL 40 L:J L4 SOW GANGWAY (TYP) 40 / RI' 3s 0 0 r + O FLOATING FINGER PIER (TYP) ,o e-',1,-''' �\\ \t31 w e. o_ 4O W II PROPOSED QUANTITIES BULKHEAD REPLACEMENT 1,338 LF FIXED CONCRETE PLATFORMS 1,664 SF FIXED CONCRETE PLATFORM PILES 32 EA FIXED TIMBER DOCK AND GANGWAY LANDING PLATFORM y94 SF FIXED TIMBER DOCK AND GANGWAY LANDING PLATFORM PILES 685 EA FLOATING DOCK 35,765 SF FLOATING DOCK GUILE PILES 110 EA MOORING/FENDER PILES 100 EA ALUMINUM GANGWAY 1,200 SF TOTAL OVER WATER DECK AREA 64235 SF -e O w M Ape licr NEIGHBORING PROPERTY DOCK (TYP) FEDERAL CHANNEL UMITS © WARNING UGNT (TYP) DOCK LENGTHS WALKWAY PIER 1,051 LF A DOCK 423 LF B DOCK 294 LF C DOCK 2913 LF D DOCK 315 LF E DOG( 237 IF (TYP) FLOATING MAIN PIER (TYP) 60 so EXISTING UFT STATION #01 EXISTING DECK Aro RESTROOMS - EXISTING BAIT HOUSE RESTAURANTS 120 12 X112' FIXED CONCRETE DOCK vt + O T 'R �e IITe 120 • T LEGEND • MOORING FILE FIXED TIMBER DOCK/ PLATFORM _ FIXED CONCRETE POCK/PLATFORM Q FLOATING DOCK ® ALUMINUM GANGWAY _ BULKHEAD REPLACEMENT ----- CITY OWNED SUBMERGED LAND FEDERAL CHANNEL UMITS —TB— TURBIDITY CURTAIN Q.)5 DOCK DESIGNATOR DOUBLE SLIP SINGLE SUP WARNING UGHT B NO MOORING SIGN ▪ MANATEE AWARENESS AND MANATEE EDUCATION SIGNS — UMTS OF SEAGRASS TB 10)20 UTIUTY NO MOORING FLOAT (TYP) SIGN (TYP) —_J O « +0 8- IK B NOTES A 12T ti \W/- JETSKI PORTS �n. w _ `'C ___ A v MP) FUEL DOCK 150 Do "—J—T' B+ T TB TB =e •�-1I ` SOUTHERN BOUNDARY OF THE F S. CH 11050 SUBMERGED LANDS GRANTED TO TEE CITY 1. FUEL COCK WTH TWO SEWAGE PUMPOUT STATIONS AND THREE FUEL DISPENSERS. CONSTRUCTION MATERIALS TO BE STORED UPLAND IN THE PARKING LOT AT A LOCATION TO BE DETERMINED. FUEL DOCK BULGING, SEE ARCHITECTURAL DRAWINGS SCALE 1'40 PERMIT DRAWINGS ISSUED: 2023-01-23 NOT TO BE USED FOR CONSTRUCTION ,a, 501 L TMIP&FLLW ZTE 1910 molPett t nlMol NONE: (513) 255-0816 CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 U.S. ARMY CORPS OF ENGINEERS PERMIT NUMBER: SAJ-2002-05690 DRAWING 10 of 14 09/2023 CLEARWATER BEACH MARINA REPLACEMENT STRUCTURAL PLAN 6A-101 �A�r, I *EPKRWAT. R EXHIBIT "B" PG 10 OF 17 DAC CIT DA( CIT ATTACHMENT REPLACEMENT BULKHEAD TOP OF CAP EL L-5.20 EXISTING GRACE EXISTING GRACE FASTING BACKFILL TIEBACK SYSTEM UNKNOWN TO REMAIN EXISTING CONCRETE CAP CORE TO REMAIN RLL VOIDIMTMASI STOKE (TYP) EXISTING CONCRETE SHEET PILE TO REMAIN 2'4T TOP OF CAP EL +520 REINFORCED CONCRETE CAP i EL +0.64 MMC EL +0.00 NAVE) TIP ELUMENOWN Z TYPE. STEEL SHEET PILE EXISTING MUAUNE VARIES (-20 TO -Off NAW) TIP EL TBD SECTION - TYPICAL BULKHEAD REPLACEMENT BAIWEAD TOP OF PROPOSED CAP EL +5.20 EXISTING GRADE SPLIT TTI ER PILE CAP (TYP) 60' LONG ALUMINUM ADA GANGWAY A 11 INEIMMU MillMillill 1 rw" r ,,,,,_„.., Il Iw w B TYP CAL SECTION - BOARDWALK PVC PILE IAT TIMBER DECKING (TYP) LEGEND n DREDGING MATERIAL OVERCREDGE ALLOWANCE Y EL ..0.64 (1.1-1W1 EL O0 NAVE) Y EL -12T MLYVI TIMBER PILE (TYP) EXISTING MUDLIE VARIES DREDGE TO-SOO NAVE), SEE DREDGING DRAWINGS TIP EL TBE VARIES. SEE PLAN AMBER DEM. (TYP)-/-\apANIXWAWAWAWAWAAIWAWA* Mel AI 1 Y EL *DEW (AMW) EL SII NAVE) PILE GUIDE (TIT) EL -127 MLWI EXISTING MUCCIIE VARIES DREDGE TO -ROE NAVD, SEE DREDGING DRAWINGS PVC PILE HAT (TYP) STEEL PIPE GUIDE PILE CLEAT (TYP) WSW.) V Or ,a, SW E. KENNEDY BLVD, S� 1910 TAMmarket S n105801 PHONE (SIX) 25B-SSIS TIP EL TBD LONGITUDINAL SECTION - FLOATING DOCK ENTRANCE SCALE 3/8,1, DATE U.S. ARMY CORPS OF ENGINEERS PERMIT NUMBER: SAJ-2002-05690 DRAWING 11 of 14 09/2023 CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 PRECAST CONCRETE FLOATING DOCK TIP EL TBD CLEARWATER BEACH MARINA REPLACEMENT TYPICAL SECTIONS TAP' PAP CP SCALE: VP -1'-0" SCALE: 31CST -O' PERMIT DRAWINGS ISSUED. 2023-01-23 NOT TO BE USED FOR CONSTRUCTION 2022.0.12, EXHIBIT "B" PG 11 OF 17 Page 11 of 14 DA ,;11111119-2006 CIV\ � E EX -1161T "B" PG 12 OF 17 ATTACHMENT 1 VARIES. SEE STRUCTURAL BANS VARIES MOORING RLE CLEAT (TTP) MAIN PIER GUIDE PILE CL DOUBLE SUP FINGER PIER GUIDE PILE (TYP) CONCRETE FLOATING FINGER PIER (TTP) UOUTY PEDESI PLAN - TYPICAL SLIP PILE HAT 170 TREATED TIMBER FENCER PILE OR STEEL PIPE PILE HOPE PILE WRAP FOR TIMBER PILE XALE NTS TOP OF PILE EL +15.0 i FEMA BFE EL +110 4 Y EL +0.6(MMN EL +0.00 NAVD Y EL -1.2T MLW MUOLINE, EL VARIES ODETAIL _ MOORING PILE KNEE BRACE FRAME (TOP) CL CONCRETE FLOATING MAIN PIER PILE FIAT IEPAV FREEBOARD TOP OF PILE EL +15.0 REFLECTIVE TAPE, SEE NOTE 1 PRESTRESSED CONC OR STEEL PILE i FEMA BFE EL .11 O EL +0.54 MHW EL +0.00 NAVD EL .127 MLW MU0.1NE, EL VARIES TIP EL ODETAIL_ GUIDE PILE SCALE 17,1 SECTION - FLOATING DOCK NOTES 1. REFLECTIVE TAPE TO BE PROVIDED FOR ALL T -HEAD GUIDE PILES. SCALE: GRAPHICAL PERMIT DRAWINGS ISSUED: 2023-01-23 NOT TO REUSED FOR CONSTRUCTION 1u1 501 E. TAMPA KENNEDY BLAS.. BSTE 1910 mama! nlollol PHONE (013) 250-BB19 BLED) BEBSIO BY CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 U.S. ARMY CORPS OF ENGINEERS PERMIT NUMBER: SAJ-2002-05690 DRAWING 12 of 14 09/2023 CLEARWATER BEACH MARINA REPLACEMENT FLOATING DOCK DETAILS ATTACHMENT ELEVATION - TYPICAL GANGWAY SECTION - ALUMINUM GANGWAY SCALE, PO, Ic SCALE: GRAPHICAL SCALE: GRAPHICAL PERMIT DRAWINGS ISSUED: 2023-01-23 NOT TONE USED FOR CONSTRUCTION 1111 501 E TAMPA, VBL . I 1810 moRott a ,,I0 00: PHONE. (HIS) 258-N8I8 .1101 RESPONSE (CONTINUED) RAI 01 RESPONSE NIAS NIAS BY 1023.-12 1023.1. DA E CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 CLEARWATER BEACH MARINA REPLACEMENT GANGWAY DETAILS DAM/Ma-251C64--FR -- CITY L�\NRF' R IP FXIIWe 20 21-0128 U.S. ARMY CORPS OF ENGINEERS PERMIT NUMBER: SAJ-2002-05690 DRAWING 13 of 14 09/2023 PG 13 OF 17 ATTACHMENT 1 Caution Boaters Watch for Manatitos WlWllle Alert 1-888.404-FWCC(3922) 1..11m .9.«... «H .w. « "ow.«...«„ 001, WWI 06/19/1.1.00111IN A MANATEE AWARENESS SIGN SCALE NTS Florida Friendly Boating 00011 TIlf hTIBw M rwopM n What hvatot5 Carl 7a 41. W Ild111, AICR' 1,8811.404 EWES 39121 /..“"twt ..r Krw1: 0 MANATEE EDUCATION SIGN ScKLE NTS SOLAR PANELS TOP VIEW MOUNT BEACON LIGHT ATOP 10 0 PILE MATH GALVANIZED LAG BOLTS. PRIOR TO PLACEMENT. COVER PILE WITH ALUMINUM OR GALVANIZED METAL GAP. MOUNT ATOP PILE AND APPLY SEALANT. SIDE VIEW DETAIL - WARNING LIGHT SCA. NTS ,ih, 501 E. KENNEDY BLw 2TE 1910 moRott t Blotto! PHONE: (BID) 158-681/3 RE 01 RESPONSE (CONTINUED, 202,0,12 202,01.23 REVISION BY DATE CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 5. MYRTLE AVE. CLEARWATER, FL 33756 CLEARWATER BEACH MARINA REPLACEMENT MISCELLANEOUS DETAILS I A Mf11i1 V SCALE'. GRAPHICAL PERMIT DRAWINGS ISSUED 2023-01-23 NOT TO BE USED FOR CONSTRUCTION ODD CITY: EXH U.S. ARMY CORPS OF ENGINEERS PERMIT NUMBER: SAJ-2002-05690 DRAWING 14 of 14 09/2023 OP ATER PG 14 OF 17 ATTACHMENT 9 Legend Survey Area Q Sea Grass 75 150 Feet Sources: SWFWMD Imagery, 2020; ECT, 2022. Figure 2 Sea Grass Survey Clearwk M WpWa7MS%irr5-0064 PinellasTYnty Florida CIIID EARWATER ijpr» Page 1 of 1 ATTACHMENT 10 Legend Disposal Site \\}\lI -e.. Garmin, .A, USDA SA] -2002-05690 Industrial yard facilities (Site 1) 5600 Commerce St. Tampa, FL 0 0.05 0.1 0.2 mi Map Center: 82.544285°W 27.859564°N Li VV II 1 .J—VVUY Map CreateawooF CLEARWATER Date: 2R6HdT�1�" B " Coordinate System: WGSP1 �� .4 then IV1WcatorAuxiliary Sphere age 1 of 2 ATTACHMENT 10 Disposal Site Port Redwing Offloading Site EXHIBIT "B" PG 17 OF 17 Page 2 of 2