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KETURAH Resort Marina - Comprehensive Technical Analysis 1. Site Dimensions & Spatial Configuration 1.1 Waterfront Extent The KETURAH Resort marina occupies a commanding position along Dubai Creek at Al Jadaf, with the following critical dimensions derived from the plot details and marine proposal documents. Parameter Measurement Source Total waterfront promenade length 550+ metres Marine Proposal / Brochure Promenade plot area (3262928) 6,538.83 sqm DDA Plot Details Water body plot area (3262943) 332,220.56 sqm DDA Plot Details Longest water body dimension 1,545.47 m DDA Plot Details Ferry terminal plot (3262962) 748.17 sqm DDA Plot Details Community park plot (3263005) 4,849.57 sqm DDA Plot Details Storm water facility (3263014) 1,178.02 sqm DDA Plot Details Total resort gated community 80,000 sqm Brochure 1.2 Promenade Boundary Dimensions The promenade plot (3262928) has the following boundary segments, indicating its elongated waterfront form: Segment Length Radius (if curved) Segment A 82.60 m R: 953.03 m Segment B 123.50 m R: 773.09 m Segment C 103.48 m R: 11,451.74 m Segment D 245.92 m R: 1,219.45 m Segment E 220.87 m R: 1,221.72 m Segment F 142.17 m R: 1,387.73 m Segment G 43.63 m R: 1,090.57 m The large radii indicate the promenade follows the gentle curvature of the Dubai Creek shoreline, creating a sweeping waterfront edge ideal for marina berth alignment. 2. Marina Berth Configuration 2.1 Three-Pontoon System The marine proposal establishes a three-tier pontoon system with 63 total berths, designed to accommodate the full spectrum of luxury watercraft. Pontoon Tier Vessel Size Berths Function Pontoon 01 Superyacht Up to 40 m (131 ft) 15 Premier superyacht berthing with maximum privacy Pontoon 02 Yacht 20-30 m (65-98 ft) Variable Transitional scale with operational flexibility Pontoon 03 Leisure Up to 12 m (39 ft) 48 Day-use, water sports, resort tenders 2.2 Berth Spacing & Maneuvering Requirements For a 40-metre superyacht berth, international marina design standards (PIANC guidelines) recommend: Parameter Minimum Recommended (Luxury) Berth width (beam + clearance) 10 m 14-16 m Finger pier length 50% of vessel LOA 75% of LOA (30 m) Fairway width 1.75x longest vessel 2.0x (80 m) Water depth at berth Draft + 1.0 m Draft + 1.5 m (min 4.5 m) Turning basin diameter 2x longest vessel 2.5x (100 m) 2.3 Private Mansion Moorings Each of the 12 creekside waterfront mansions is designed with a private mooring capable of accommodating yachts up to 120 feet (36.5 m). This requires individual berth allocations of approximately 40 m length with 12 m width clearance per mansion. 3. Waterway Access & Navigation 3.1 North Creek Route (Primary Superyacht Access) Parameter Value Route Arabian Gulf to KETURAH via Dubai Creek Governing clearance 15 metres (air draft) Number of bridges 5 Suitability Superyachts up to 40 m LOA Navigation channel width Varies, minimum ~50 m Tidal range ~1.5 m (Dubai Creek) 3.2 South Canal Route (Secondary/Leisure Access) Parameter Value Route Business Bay / Dubai Canal to KETURAH Maximum vessel height 5.5 metres Fixed bridges 8 (no lift mechanisms) Suitability Leisure craft, tenders, jet skis only Speed restrictions 5 knots within canal zones 3.3 Navigation Constraints The convergence of the North Creek and South Canal at the Al Jadaf location creates a unique navigational environment. The Al Khail Road bridge crossing represents the primary constraint point, with 15 m clearance allowing passage of most superyachts. Vessels approaching from the Arabian Gulf navigate through the historic Dubai Creek channel, passing 5 bridges before reaching the KETURAH marina. The South Canal route from Business Bay is restricted to vessels with less than 5.5 m air draft due to 8 fixed bridges. 4. Water Flow & Tidal Analysis 4.1 Dubai Creek Hydrodynamics Dubai Creek is a natural tidal inlet extending approximately 14 km inland from the Arabian Gulf. The creek at Al Jadaf experiences semi-diurnal tides with the following characteristics: Parameter Value Tidal type Semi-diurnal Mean tidal range 1.0-1.5 m Spring tidal range Up to 2.0 m Current velocity (ebb) 0.3-0.8 knots Current velocity (flood) 0.2-0.6 knots Water depth (channel) 5-12 m Water depth (nearshore) 2-5 m Salinity 38-42 PSU (hypersaline) 4.2 Creek Flow Pattern at KETURAH Site The KETURAH site sits at a critical point where the creek widens into the Ras Al Khor lagoon system. The flow pattern is characterized by tidal exchange between the Arabian Gulf and the lagoon, with the following implications for marina design: The flood tide brings water from the Gulf southward through the creek channel, creating a gentle current along the KETURAH waterfront. The ebb tide reverses this flow, drawing water northward back toward the Gulf. The widening of the creek at the Ras Al Khor junction creates a natural deceleration zone, resulting in relatively calm waters ideal for marina operations. 4.3 Environmental Sensitivity The Ras Al Khor Wildlife Sanctuary, located directly adjacent to the water body plot (3262943), is home to over 20,000 birds across 67 species, including Greater Flamingos. Marina operations must comply with environmental regulations to protect this ecosystem, including wake restrictions, noise limitations, and water quality standards. 5. Boat & Watercraft Circulation 5.1 Vessel Categories & Operations Category Vessel Type Size Range Operations Superyachts Motor yachts, sailing yachts 30-40 m Private berthing, charter arrivals Yachts Motor cruisers 15-30 m Mansion private moorings Leisure craft Speedboats, RIBs 8-15 m Day trips, water sports Jet skis Personal watercraft 2-4 m Water sports, recreation Resort tenders Service vessels 8-12 m Guest transfers, shuttle service Ferry/shuttle Passenger vessels 15-25 m Keturah Resort to Keturah Bahr route Water taxis Small passenger craft 6-10 m On-demand water transport 5.2 Circulation Zones The marina circulation is organized into three distinct zones to prevent conflicts between vessel types: Zone A - Superyacht Channel: The primary deep-water channel along the creek, reserved for superyacht approach and departure. Minimum 80 m fairway width with dedicated turning basin at the marina entrance. Speed limit: 5 knots within 200 m of berths. Zone B - Yacht & Leisure Lane: A secondary channel closer to shore for yachts and leisure craft. Separated from the superyacht channel by navigational markers. Speed limit: 3 knots within marina basin. Zone C - Personal Watercraft Zone: A designated area for jet skis and small watercraft, positioned away from the main berths to minimize wake and noise impact. Access via a dedicated launch ramp near Pontoon 03. 5.3 Shuttle Service Route The ferry terminal (Plot 3262962, 748.17 sqm) serves as the hub for the water shuttle service connecting KETURAH Resort to KETURAH Bahr on the World Islands. The route follows the North Creek channel to the Arabian Gulf, then proceeds to the World Islands development. Parameter Value Terminal plot area 748.17 sqm Maximum building height G+M (Ground + Mezzanine) Estimated route distance ~25 km (via creek to World Islands) Estimated transit time 30-45 minutes Vessel capacity 20-50 passengers per shuttle Service frequency Every 30-60 minutes (peak) 5.4 Three Shuttle Service Points As specified in the project requirements, three dedicated shuttle/boat service points are planned: 1. Resort Shuttle Point: Located at Pontoon 03, serving hotel guests and resort visitors with tender service and water taxi access. 2. Residential Shuttle Point: Adjacent to the mansion waterfront, providing apartment owners with scheduled shuttle service to KETURAH Bahr and other destinations. 3. Operator Shuttle Point: At the Ferry Terminal (Plot 3262962), operated by a licensed marine transport operator for the scheduled shuttle service between KETURAH Resort and KETURAH Bahr. 6. Mansion Circulation & Private Boat Access 6.1 Private Mooring Configuration Each of the 12 creekside mansions features a private mooring designed to accommodate yachts up to 120 feet (36.5 m). The mansions are themed across three elements (Earth, Water, Sky), with each element providing 4 mansions. Element Mansions Mooring Length Beam Clearance Water Depth Earth 4 40 m 12 m 4.5 m min Water 4 40 m 12 m 4.5 m min Sky 4 40 m 12 m 4.5 m min 6.2 Mansion-to-Boat Flow The circulation from mansion to private boat follows a wellness-integrated pathway: Mansion interior > Private garden > Waterfront terrace > Private jetty > Moored yacht. This sequence is designed to transition the resident from the wellness environment of the mansion through a curated landscape experience before arriving at their vessel. 7. Resort Circulation Integration 7.1 Land-to-Water Transition The resort's circulation system integrates land and water movement through a hierarchy of pathways: Pathway Type Width Surface Function Primary promenade 8-12 m Premium stone/timber Main waterfront walk Secondary paths 4-6 m Landscaped pavers Building-to-waterfront Mansion jetty walks 3-4 m Marine-grade timber Private boat access Service corridors 3 m Concealed/screened Staff and logistics Wellness trails 2-3 m Natural materials Meditation/exercise routes 7.2 In-Out Resort Flow Arrival by Sea: Gulf > Creek Channel > Marina entrance > Pontoon berth > Welcome pier > Electric buggy/walking path > Resort reception > Wellness check-in Arrival by Land: Al Khail Road > Resort access road > Gatehouse > Porte-cochère > Reception lobby > Wellness orientation Departure to Keturah Bahr: Resort > Shuttle point > Ferry terminal > Creek channel > Gulf > World Islands > Keturah Bahr 8. Infrastructure Requirements 8.1 Marina Infrastructure System Specification Floating pontoons Heavy-duty concrete/steel, 3 units Finger piers Aluminum/composite, adjustable Mooring piles Steel, driven to bedrock Fender systems Pneumatic/foam-filled Utilities to berths Water, electricity (up to 400A), sewage pump-out Fire suppression Marine-rated foam systems Fuel station Diesel/petrol, environmental containment Waste management Bilge water collection, sewage pump-out Navigation aids LED channel markers, radar reflectors CCTV & security 24/7 monitoring, access control 8.2 Storm Water Management Plot 3263014 (1,178.02 sqm) is designated for storm water facility, critical for managing runoff from the marina and promenade areas into the creek without contaminating the sensitive Ras Al Khor ecosystem. 8.3 Environmental Compliance Requirement Standard Wake restriction zone Within 200 m of sanctuary boundary Noise limit 65 dB(A) at sanctuary boundary Water quality monitoring Monthly testing per DMCA standards Anti-fouling compliance TBT-free coatings mandatory Waste discharge Zero discharge policy within creek Lighting Turtle-safe/bird-safe fixtures