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WATSON ISLAND MOORING FIELD PROJECT Miami Beach, Florida PROJECT CLIENT: CITY of MIAMI SITE 3500 Pan American Blvd

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WATSON ISLAND MOORING FIELD PROJECT Miami Beach, Florida PROJECT CLIENT: CITY of MIAMI SITE 3500 Pan American Blvd December 18, 2018, page 1 of 8, USACE DA# SAJ-2018-02614 WATSON ISLAND MOORING FIELD PROJECT Miami Beach, Florida PROJECT CLIENT: CITY OF MIAMI SITE 3500 Pan American Blvd. Miami, FL 33131 ENVIRONMENTAL CONSULTANT: WATSON ISLAND MOORING FIELD PROJECT OCEAN CONSULTING, LLC 340 Minorca Avenue, Suite 7 Coral Gables, Florida 33134 Tel: (305) 921-9344 Fax: (305) 677-3254 GENERAL NOTES: 1. ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTICAL DATUM CONTRACTOR: (NGVD) OF 1929. 2. ALL DIMENSIONS ON PLANS ARE SUBJECT TO VERIFICATION IN THE FIELD. 3. IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF ENGINEER BEFORE PROCEEDING WITH WORK. CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR ALL LINES, ELEVATIONS, AND MEASUREMENTS IN CONNECTION WITH THEIR WORK. PROJECT ENGINEER: 4. IT IS THE INTENT OF THESE PLANS AND THE RESPONSIBILITY OF THE DYNAMIC ENGINEERING CONTRACTOR TO COMPLY WITH LOCAL, STATE, AND FEDERAL ENVIRONMENTAL SOLUTIONS, INC. PERMITS ISSUED FOR THIS PROJECT. IT SHALL BE THE CONTRACTOR'S 351 S. Cypress Road, Suite 303 RESPONSIBILITY TO FAMILIARIZE AND GOVERN HIMSELF BY ALL PROVISIONS OF Pompano Beach, FL 33060 THESE PERMITS. Office - 954-545-1740 5. APPLICABLE BUILDING CODE: FLORIDA BUILDING CODE, 2017 EDITION (AND Fax - 954-545-1721 CURRENT ADDENDUMS). 6. APPROVED CONTRACTOR TO DETERMINE THE SUITABILITY OF EXISTING SEAL / SIGNATURE / DATE STRUCTURES AND VERIFY ALL DIMENSIONS. THE APPROVED CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, MEANS, SEQUENCES AND PROCEDURES OF WORK. 7. DO NOT SCALE DRAWINGS FOR DIMENSIONS. 8. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO COMMENCING WORK. 9. CONTRACTOR TO PROPERLY FENCE AND SECURE AREA WITH BARRICADES. 10. ANY DEVIATION AND/OR SUBSTITUTION FROM THE INFORMATION PROVIDED HEREIN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK. 11. ALL NEW MATERIALS AND/OR PATCHWORK SHALL BE PROVIDED TO MATCH N EXISTING MATERIALS AND/OR ADJOINING WORK WHERE PRACTICAL EXCEPT AS SPECIFICALLY NOTED HEREIN. 12. LICENSED CONTRACTOR SHALL USE ALL POSSIBLE CARE TO PROTECT ALL EXISTING MATERIALS, SURFACES, AND FURNISHINGS FROM DAMAGE DURING ALL PERMIT DRAWINGS PHASES OF CONSTRUCTION. 13. THE LICENSED CONTRACTOR TO INSTALL AND REMOVE ALL SHORING AND Issue # Issue Date BRACING AS REQUIRED FOR THE PROPER EXECUTION OF THE WORK. 1 August 23, 2018 14. ALL NEW WORK AND/OR MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF EACH ADMINISTRATIVE BODY HAVING JURISDICTION IN EACH PERTAINING AERIAL LOCATION MAP CIRCUMSTANCE. PROJECT: 18-8105 COVER SHEET SCALE : AS SHOWN SHEET NO. S-1 December 18, 2018, page 2 of 8, USACE DA# SAJ-2018-02614 WATSON ISLAND MOORING FIELD PROJECT Miami Beach, Florida CLIENT: CITY OF MIAMI 3500 Pan American Blvd. Miami, FL 33131 WATSTON ISLAND SAN MARINO ENVIRONMENTAL CONSULTANT: OCEAN ISLAND CONSULTING, LLC 340 Minorca Avenue, Suite 7 Coral Gables, Florida 33134 Tel: (305) 921-9344 Fax: (305) 677-3254 CONTRACTOR: LIMITS OF D.B. 3130 PG. 257 LIMITS OF D.B. 361 PG. 353 PROJECT ENGINEER: DYNAMIC ENGINEERING SOLUTIONS, INC. 351 S. Cypress Road, Suite 303 Pompano Beach, FL 33060 JURISDICTIONAL LIMITS Office - 954-545-1740 JURISDICTIONAL LIMITS Fax - 954-545-1721 SEAL / SIGNATURE / DATE WATSTON ISLAND CITY OF MIAMI HIBISCUS ISLAND CITY OF MIAMI BEACH PALM ISLAND PERMIT DRAWINGS Issue # Issue Date 1 August 23, 2018 NOTES: 1. HYDROGRAPHIC SURVEY CONDUCTED ON 5/4/15 AND 5/6/15. PROJECT: 18-8105 2. CONTOURED ELEVATIONS ARE IN FEET AND REFERENCED TO MIAMI-DADE MEAN LOW WATER. MACARTHUR 3. RESOURCE SURVEY CONDUCTED ON 7/22/15 AND 7/23/15. CAUSEWAY EXISTING CONDITIONS 4. AERIAL SOURCE: LABINS 2012. N SCALE : AS SHOWN 0 350 SHEET NO. 175 700 1 INCH = 350 FEET S-2 LEGEND: December 18, 2018, page 3 of 8, USACE DA# SAJ-2018-02614 WATSON ISLAND 1750' MOORING FIELD PROJECT (10) - 60' VESSELWATSTON MOORING ISLAND (180' DIA.) 100' Miami Beach, Florida A CLIENT: 750' 900' CITY OF MIAMI 3500 Pan American Blvd. (10) - 50' VESSEL MOORING (150' DIA.) Miami, FL 33131 1 2 3 4 5 6 B (20) - 40' VESSEL MOORING (120' DIA.) 360' ENVIRONMENTAL CONSULTANT: OCEAN 7 8 9 10 CONSULTING, LLC (30) - 30' VESSEL MOORING (90' DIAMETER) 340 Minorca Avenue, Suite 7 LIMITS OF D.B. 3130 PG. 257 LIMITS OF D.B. 361 PG. 353 Coral Gables, Florida 33134 (30) - 20' VESSEL MOORING (60' DIAMETER) Tel: (305) 921-9344 EAST - WEST TRAVEL CORRIDOR 100' Fax: (305) 677-3254 (SEE MOORING SYSTEM DETAIL ON S-4) CONTRACTOR: 11 12 13 14 15 16 MOORING FIELD BOUNDARY CORNER 1225' A LOCATION (SEE DETAIL ON S-5) 17 18 19 20 1449'-9" NOTE: 100 TOTAL MOORING ANCHORS N 21 22 23 24 25 26 27 0 350 PROJECT ENGINEER: DYNAMIC ENGINEERING 175 700 28 29 30 31 32 33 34 JURISDICTIONAL LIMITS 1 INCH = 300 FEET 989'-9" SOLUTIONS, INC. JURISDICTIONAL LIMITS 351 S. Cypress Road, Suite 303 35 36 37 38 39 40 Pompano Beach, FL 33060 Office - 954-545-1740 Fax - 954-545-1721 41 42 43 44 45 46 47 48 49 50 SEAL / SIGNATURE / DATE WATSTON ISLAND CITY OF MIAMI H 51 52 53 54 55 56 57 58 59 HIBISCUS ISLAND 60 61 62 63 64 65 CITY OF MIAMI BEACH 380'-4" C G 66 67 68 69 70 341'-10" PALM ISLAND 71 72 73 74 75 76 D 800' 77 78 79 80 81 82 MOORING AREA BUOY BOUNDARY COORDINATE TABLE 83 84 85 86 87 88 600' PERMIT DRAWINGS STATE PLANE, NAD 83, FLORIDA EAST - 0901 Issue # Issue Date 89 90 91 92 93 94 NORTH - SOUTH TRAVEL CORRIDOR 1 August 23, 2018 CORNER NORTHING EASTING LATITUDE LONGITUDE 95 96 97 98 99 A 529260.0267 928679.6878 N25° 47' 14.46" W80° 10' 18.52" 100 B 529260.0267 930331.3274 N25° 47' 23.93" W80° 10' 00.75" F PROJECT: 18-8105 C 527810.2621 929959.3339 N25° 47' 00.04" W80° 10' 07.69" E D 527607.4773 929683.4969 N25° 46' 58.03" W80° 10' 07.65" PROPOSED MOORING E 527007.3014 929683.4969 N25° 46' 52.09" W80° 10' 07.69" MACARTHUR FIELD LAYOUT CAUSEWAY SCALE : AS SHOWN F 527007.3014 928983.6924 N25° 46' 52.13" W80° 10' 15.34" SHEET NO. 700' G 527807.7571 928983.6924 N25° 47' 00.06" W80° 10' 15.29" H 528035.0267 928679.6878 N25° 47' 02.33" W80° 10' 18.60" S-3 December 18, 2018, page 4 of 8, USACE DA# SAJ-2018-02614 WATSON ISLAND BACK SPLICE MOORING FIELD PROJECT Miami Beach, Florida CLIENT: 18" BUOY CITY OF MIAMI 3500 Pan American Blvd. Miami, FL 33131 PENNANT FLOAT CHAFING HOSE, OVER EYE SPLICES ENVIRONMENTAL CONSULTANT: WATER LEVEL OCEAN CONSULTING, LLC MHW LINE 340 Minorca Avenue, Suite 7 EL. +1.75' NGVD Coral Gables, Florida 33134 Tel: (305) 921-9344 Fax: (305) 677-3254 MLW LINE H/D GALV. EL. -0.5' NGVD EYE CONTRACTOR: THIMBLE SPLICE 10' DOWNLINE WITH 5' 8' PENNANT (2) SHOCK-ABSORBERS, THIMBLES AND UNDERWATER FLOAT, ALL AS FURNISHED BY SWIVEL STORMSOFT PROJECT ENGINEER: GALV. SHACKLE DYNAMIC ENGINEERING SOLUTIONS, INC. 351 S. Cypress Road, Suite 303 Pompano Beach, FL 33060 Office - 954-545-1740 Fax - 954-545-1721 SEAL / SIGNATURE / DATE 24" CHAFING HOSE 6" MAX. 2" MIN. UNDERWATER FLOAT SEA BED LEVEL HELMKEN MOORING ANCHOR TERMINATOR HEAD NOTES: RUBBER CHAFING HOSE: USE 1-3/4" ANCHOR SHAFT PERMIT DRAWINGS "GOODYEAR HORIZON" HEAVY Issue # Issue Date 1 DUTY. (TYPICAL) STAINLESS STEEL SCREW-DOWN August 23, 2018 MOORING ANCHOR (DISK SIZES AND DEPTH VARIES PER SOIL CONDITIONS.) PROJECT: 18-8105 MOORING SYSTEM MOORING SYSTEM DETAILS DETAIL SCALE : AS SHOWN N.T.S. SHEET NO. S-4 December 18, 2018, page 5 of 8, USACE DA# SAJ-2018-02614 WATSON ISLAND MOORING FIELD PROJECT Miami Beach, Florida CLIENT: REGULATORY BUOY CITY OF MIAMI 3500 Pan American Blvd. DIAMETER 9" Miami, FL 33131 OVERALL HEIGHT 80" EXPOSURE W/O TACKLE 45" SEE SPECIFICATIONS FOR SOLAR LIGHT ENVIRONMENTAL CONSULTANT: MHW LINE DRAFT 36" OCEAN EL. +1.75' NGVD NET WEIGHT 77/ CONSULTING, LLC FOAM PER MIL-P-21929 340 Minorca Avenue, Suite 7 MLW LINE Coral Gables, Florida 33134 EL. -0.5' NGVD AMENDMENT 1, EXCEPT Tel: (305) 921-9344 3" REFLECTIVE BAND FIRE RESISTANCE Fax: (305) 677-3254 MOORING 2" BLACK LETTERS (TWO SIDES) CONTRACTOR: FIELD SPECIAL DOWNLINE WITH STORMSOFT SHOCK ABSORBER (SEE SPECIFICATIONS) 6" MAX. 2" MIN. PROJECT ENGINEER: 9" SYMBOL (TWO SIDES) DYNAMIC ENGINEERING SOLUTIONS, INC. HELMKEN MOORING 351 S. Cypress Road, Suite 303 ANCHOR TERMINATOR HEAD Pompano Beach, FL 33060 Office - 954-545-1740 Fax - 954-545-1721 1-3/4" ANCHOR SHAFT SEAL / SIGNATURE / DATE 2" BLACK LETTERS (TWO SIDES) ZONE STAINLESS STEEL SCREW-DOWN 2" REFLECTIVE BAND MOORING ANCHOR (DISK SIZES AND DEPTH VARIES PER SOIL PERMIT 1234 1" BLACK LETTERS (PERMIT NO. TYPICAL CONDITIONS.) PLAN LIGHT BUOY COLOR TEXT SYMBOL COLOR SYMBOL A - H MOORING YELLOW WHITE CONCRETE BALLAST (LETTER) A FIELD PERMIT DRAWINGS Issue # Issue Date 1 August 23, 2018 1 2" STAINLESS STEEL MOORING EYE PROJECT: 18-8105 REGULATORY BUOY DETAIL SCALE : AS SHOWN REGULATORY BUOY DETAILS SHEET NO. N.T.S. S-5 December 18, 2018, page 6 of 8, USACE DA# SAJ-2018-02614 WATSON ISLAND SCOPE OF WORK: STANDARD MOORING UNIT: Anchor Types: Two anchor types are listed for use in - Heavy duty, underwater float to keep downline off "Or Equal” Approvals Criteria: MOORING FIELD each of two applications as determined for each the seafloor. The project contemplated for completion via this specific mooring unit installation site. These two The Watson Island Mooring Field project proposes to PROJECT The basis of payment for construction of the vessel Miami Beach, Florida contract is the construction of the Resorts World moorings within a proposed mooring field is the general anchor types are (1) Helmken rock cutting - 1” heavy duty galvanized steel achieve specific objectives relating to environmental CLIENT: Miami Marina.
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