Sheet # Drawing Title N C-1 Cover Sheet C-2 General Notes © W-9 · · · · Existing Conditions Plan Principle Post Position Principle Post Position Post Otions: Softwood " 2Dia. (Canted 20° Toward Flow) Post Otions: Poultry Or (Index TypeNo. Mesh A 801 Fence (20 & Fabric Ga. Section Min.) Optional Post Position (Canted Flow) Toward 20° 12 12" x 1 Softwood Hardwood Steel 1.33 2" lbs./ft. 1 x 4" Min. 1 Optional Post Position Softwood 4" Hardwood 3"xDia. Dia. 4" 550 FDOT Spec.) 6' Max. Filter (In Conformance Fabric With Steel 1.33 lbs./ft. Min. 10' Max. Poultry Or TypeMesh A More 15" to 18" 3' OrMin. Sect. 985 FDOT Spec.) Filter Fabric Fence Fabric 12" 5' Or More Silt Flow Filter Fabric(In WithSect. 985 FDOT Conformance Spec.) Filter Fabric 33" 8" Silt Flow ELEVATION TYPE III SILT FENCE SECTION 18" Min. 8" Silt Fence ELEVATION SECTION Stormwater Runoff TYPE IV SILT FENCE Flow Flow C-3 Post Silt Fence Protection In Post · Ditched With Intermittent Flow Place The End Post Of One Fence Behind · Watercourse The End Post Of The Other Fence As Shown. 3RD AVE. WEST Rotate Clockwise The Fabric BothDirection Material. Posts At To Least Create 180 A degrees Tight Seal In A With Silt Flow Silt Fence Around Ditch Silt Fence Bottom Protection Inlets Drive Both Posts Into The Ground And Bury Flap. SILT FENCE APPLICATIONS PLAN VIEW NOTES FOR SILT FENCES JOINING TWO SILT FENCES 1. Type be shall IIIin Silt accordance Fence to be with used Chart at most 1, Sheet locations. 1. Where used in ditches, the spacing for Type III Silt fence 4. Where used asrunoff channelizing slopealong protection, the length Silt Fence of the is fence. to be constructed on 0% longitudinal grade to avoid 2. 1:2 or steeper Type and IV Silt length Fence of slope to be exceeds used where 25 feet. large Avoid sediment useloads whereare theanticipated. detained water Suggested may back useinto is where travelfill slope is 5. Silt Fence to be paid for under the contract unit price for Sediment Barrier, (LF). 3. lanes Do notorconstruct off the right silt fences of way.across permanent flowing watercourses. Silt fences are to be at upland locations and turbidity barriers used at permanent bodies of water. C-4 Demolitions Plan PROJECT C-5 Easement Vacation Plan SITE 24.50 24.00 C-6 Erosion & Sediment Control Details 1 4TH AVE. WEST C-7 Erosion & Sediment Control Details 2 10TH ST WEST 9TH ST WEST 8TH ST WEST 7TH ST WEST C-8 Final Site Plan C-9 Drainage and Grading Plan C-10 C-11 Utility Plan Easements Plan Site Improvement Plans MANATEE AVE. WEST C-12 Cross Sections Signage and Marking Plan For C-13 C-14 C-15 Site Details 1 Site Details 2 Bradenton Hotel and 6TH AVE. WEST C-16 Water Details 1 C-17 C-18 Water Details 2 Water Details 3 Restaurant Vicinity Map © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS C-19 C-20 Sanitary Details Drainage Details 308 8th Street West City of Bradenton, Florida Legal Description: February 2024 Owner/Applicant: Nick Gadhia Vine Street Capital | Managing Partner 735 Battery Street San Francisco, CA 94111 (628) 561-5552 Engineer: Steve Shroyer, P.E. Proposed Site Data Parking Data Shroyer Drapala Engineering, LLC 1111 3rd Ave. W., Suite 210 Bradenton, Florida 34205 Phone (941) 746-4000 Surveyor: Scott Grider, PSM Florida Coast Surveying PO Box 20365 Bradenton, FL 34204 Phone (941) 744-9295 Setbacks/Buffer Requirements Mail scottgrider@floridacoastsurveying.com Project Description Architect: Abhay H Pradhan AP Architecture, Inc 103 Samuel Guilford Ct. Project Notes Proposed Building Setbacks Charlotte, NC 28270 Phone (704) 953–2645 Mail abhayp@aparchitect.com Project Schedule Landscaping: Robert C. Gause Gause & Associates, Inc. 323 10th Ave. W., Suite 102 Palmetto, Florida 34221 Phone (941) 713-0782 Shroyer Drapala Bradenton Hotel and Engineering, LLC Restaurant Submitted For: P.O. Box 9282 1111 3rd Ave W, Suite 210 Bradenton, FL 34206 Bradenton, FL 34205 City of Bradenton Sign-Off Sheet 1 of 20