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1725 Beach Avenue SITE PLAN (Frisch)20' Rear yard Setback20' Front yard Setback10' South Side Yard Setback 5' North Side Yard Setback BEACH AVENUEFORMERLY GARAGE APPROACH ROAD (PER PLAT)25' RIGHT OF WAY (PAVED PUBLIC ROAD)S07Ā50'26"E 94.97' (FIELD)Woo d W a l k Brick Walk Concrete Deck To remainConcrete Steps Concrete Wall to remainWood Retaining Wall Yard Drain Screened In Porch PoolConcrete Driveway Concrete DrivewayCable Riser Wood PowerPole WaterMeter Brick Walk Brick Patio 0.4' Found 1\2" IronPipe, No CapNorthing=2,185,284.57Easting=530,762.67 Set 1\2" IronPipe, Lb 3672Northing=2,185,378.67 Easting=530,749.29 Found 1\2" Iron Pipe, Lb 3672Edge Of PavementEdge Of PavementWood Walk Wood Deck Covered Wood DeckWood Deck 26.7'7.4'6.1'21.5'51.0'23.0'4.1'13.9'4.1'18.2'4.2'8.3'4.6'13.6'10.3'20.0' 2 Story Wood Frame Residence No. 1721 1.8' 19.6' 19.6'21.6'21.6'Detached Two Story Garage Two Story Frame Residence No. 1733 33.0' 19.4'5.1'0.9'0.9'18.5'18.5'4.2'27.9'5.2'52.1' FOUND 1\2" IRONPIPE, NO CAP FOUND 1\2" IRONPIPE, NO CAP FOUND 1\2" IRONPIPE, NO CAP SET 1\2" IRON PIPE, LB 3672 1439.71' 1449.45' 1302.87' 1125.21' 1321.16' 1116.74' 1141.28' 119.98' 120.79' 108.57' 93.77' 110.10' 93.06' 95.11' Dune Grasses Dune Grasses Dune Grasses 5678910111213141 5 16171615141312111099 910111011121212131415161718191918171615141312112020 11"T15 10"T15 11"T15 12"T15 12"T15 10"T15 11"T1512"T15 11"T15 13"T15 13"T15 13"T15 12"T15 11"T15 6"T15 9"T15 7"T15 14"T1514"T15 8"T15 12"T15 10"T15 10"T15 10"T15 10"T15 14"T15 11"T15 11"T15 11"T15 4"T14 3"T14 7"TWIN T14 4"T14 3"T14 7"TWIN T145"T14 7"T7 1"T7 6"TWIN T14 8"TWIN T14 5"T14 9"T14 7"T14 12"T16 12"T16 13"T16 12"T16 7"T14 4"T14 4"T14 4"T14 5"T14 5"T14 5"T14 5"T14 5"T14 5"T14 6"T14 6"T14 6"T14 8"T14 8"T14 8"T14 8"T26 18"T7 12"T14 10"T14 10"T14 12"T15 10"T15 18"T15 10"T15 18"T15 16"T15 16"T15 8"T15 8"T15 8"T15 19.0 20.9 9.95 9.91 10.0 5 10.4410.6 8 14.7 3 18.6 5 1 9 . 2 9 20.6 1 20.5 5 20.5 8 1 9 . 2 0 11.7 2 9. 9 2 9.91 10.1 5 10.1 1 10.0 7 20.4 20.620. 8 2 1 .1 20.3 20.7 2 0 . 3 18.5 14.1 11 . 5 1 0 . 0 8.9 9.1 1 7 . 0 20.5 2 0 . 3 16.7 11.3 10.2 8. 9 9. 1 17.1 1 6 . 3 14.916.9 16.31 2 . 3 9. 2 8.59.010.1 12.0 15.5 1 8 . 7 20.3 2 0 . 8 19.8 17.4 1 0 . 1 10.3 9.1 9.3 16.1 14.9 14.2 1 4 . 2 8.2 8.0 8.2 6.1 6.6 6.3 4.6 5.3 4.7 14.6 2 17.7 0 19.6 8 1 9 . 5 8 18.5717.0217.1 0 18.8 1 19.52 15.5 9 13.6 5 13.6 8 12.371 2 . 3 3 1 3 . 7 6 1 3 . 7 115.672 0 . 6 elevatorrefrigerator15.2' 16.1' New 2 Story Block & Frame Residence Number 1725 Finished Floor 23' NAVD Garage Finished Floor 12.271' Existing Finished Floor 22.67' NAVD building shall be 2 stories and not exceed 35' from Average Calculated grade to peak of roof 100.7' 101.5' 100.8' 50.3' 49.7' 91.4'24.8' Propossed 2 Story Block & Frame accessory structure <600 sq ft 3'-2" 17TH STREET N83°34'56"E 209.46'N08°05'26"W 95.04'S83°34'56"W 201.21'S03°06'58"E 95.16'N07°54'44"W 71.03' (FIELD)S87°18'21"W 40.11' (FIELD) N83°58'42"E39.73' (FIELD)S08°05'26"E 73.37' (FIELD)40' Right Of Way, Closed By Deed Book 1312, Pages 177 & 178S08°05'26"E 95.05'Lot 24 Lot 23 Lot 23 Lot 22 Lot 22 Lot 21 Lot 24 Lot 25 North 30 Feet Of Lot 24 South 20 Feet Of Lot 24 North 1/2 Of Lot 22 South 1/2Of Lot 22General Permit LineGeneral Permit LineEDGE OF BLUFF (PER PLAT)Sq. Ft.Percent Lot 19507 100.0% Existing Impervious to remain 244 1.3% Impervious Roofed Structure Main House 5829 29.9% Impervious Roofed Cabana 423 2.2% Pool 364 sf @ 50%182 0.9% Impervious driveway, steps & Additional Concrete 1909 9.8% New Proposed Total Impervious 8587 44.0% Allowable Coverage 8,778.2 45% Sq. Ft.Percent Lot 2875 100.0% Impervious Roofed Structure Detached Garage 594 3.0% New Pervious Drive way & Parking Pad 565 2.9% Existing Impervious Additional Concrete 16 0.1% New Proposed Total Impervious 1175 40.9% Sq. Ft.Percent Lot 22382 100.0% Total Impervious Coverage, Both Parcels 9762 43.6% Proposed Lot Area Calculations Parcel A Proposed Lot Area Calculations Parcel B Combined Lot Area Calculations direction of flow direction of flowdirection of flow direction of flow direction of flow direction of flow garden wall garden wall ac padroof overhang shall not exceed 48"A1.2 New Site PlanDrawing #A A1.2 20'20'-0"7'10'78'49.9'66.6'9.7' 20.9'110.0' Site Plan Key Denotes Concrete Coverage New Contours 14 New Spot Elevations12.5' turf-block 20.1' DESIGN CRITERIA: Building Classification: Building Type: Unless otherwise noted, project site considerations shall be the responsibility of the owner and/or contractor. Examples of such items include, but shall not be limited to, determination of grade elevations, drainage features, and special requirements associated with FEMA flood hazard and/or DEP zones. The contractor is responsible for the means and methods of construction. It is the contractor's sole responsibility to determine the procedure, sequence, and temporary bracing as to insure the safety of the building and its component parts during construction. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions, or other components as may be required to attach and accommodate other work. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. The Engineer shall be notified if soil conditions encountered differ from the noted assumptions. All requirements for site preparation and soil compaction specified in the soils report shall be followed unless more stringent requirements are specified in these plans. Residential Type V Construction The North 1/2 Of Lot 22, All Of Lot 23 And The South 20 Feet Of Lot 24, North Atlantic Beach, Unit No. 1 - R-c-b-s Corporation, According To The Plat Thereof Recorded In Plat Book 15, Page 10 Of The Current Public Records Of Duval County, Florida. The Property Shown Hereon Lies In Flood Zone "X" (Area Outside The 0.2% Annual Chance Floodplain) Ao (Depth 2') And Ve (El 14) As Well As Can Be Determined From The Flood Insurance Rate Map Number 12031c0407h, Revised June 03, 2013 For Duval County, Florida. Legal Description This drawing is based on a boundary and/or topographic survey made by Boatwright Land Surveyors , INC. of Jacksonville Beach, December 15th, 2017. See site survey for existing conditions not shown on this plan. Contractor shall establish finish floor elevation. Building layout dimensions are shown to outside face of foundation wall. See Floor Plans for clarification. Parking dimensions are shown to front of curb unless noted otherwise. Curb & gutter dimensions are shown to back of curb unless noted otherwise. Work shown is new unless specifically noted as existing. The General Contractor shall verify all property lines, easements, dimensions & setback requirements w/the appropriate department of Jacksonville Beach, FL . Construction materials, equipment & procedures shall be in general accord with the Florida Department of Transportation "Standard Specifications for Highway Constructions", latest edition, as modified by technical specifications. All driveways shall extend entirely to public streets to which they connect, whether shown or not shown. Transition smoothly from new asphalt to existing asphalt in a manner that will facilitate the smooth flow of water without puddling or ponding. Silt fence will be provided along property line in best place for the erosion control House structure 2 stories, not to exceed 35 feet in height. No more than 12" of fill to be added to site, verify with appropriate counsel. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, obtain clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. See A0.2 for specifications & Notes. All Concrete driveway aprons must be 5" thich, 4,000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods of mesh are not allowed in the right-of-way. All run off must remain on-site during construction. Roll off container must be on City approved list. Container cannot be placed on City right-of-way. Full right-of-way restoration, including sod, is required. See E2.4 for Exterior Light Fixture cut sheet & Selections 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. Site Plan Notes 20'6'-0"5'27'-0"22'-0" 23' NAVD 22.5' NAVD 22.5' NAVD 22' NAVD 22.5' NAVD 22.5' NAVD 23' NAVD 23' NAVD Scale1/16" 1'-0" 0 2'4'6'8'10'12'14'16' Sheet Copyright ©2019 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts, drawings, written material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. residential design Atlantic Caribbean Pacific info@starrsanford.com 904-707-9761 Project #: Date: Revised: drawn: MLS 18011 5/13/19F r i s c h R e s i d e n c e 1 7 2 5 B e a c h A v e . A t l a n t i c B e a c h , F l w w w . s t a r r s a n f o r d . c o m ( 9 0 4 ) 7 0 7 - 9 7 6 1BENCHMARK:SET NAIL & DISK, LB3672 ELEVATION = 9.79 NAVD (1988)EROSION CONTROL LINES04°05'10"E 248.06'ANGLE POINT OPPOSITE R-45 COASTAL CONSTRUCTION CONTROL LINEANGLE POINT OPPOSITE R-46S04°05'10"E 980.47'S04°05'10"E 95.08'S04°05'10"E 637.33'S04°01'52"E 936.37'24.64' IRON TO CCCL 31.28' IRON TO CCCL FLOOD ZONE "VE" (EL 14)Flood Zone "X"Flood Zone "AO" (Depth 2')FLOOD ZONE "AO" (DEPTH 2')SEASONAL HIGH WATER LINEEDGE OF VEGETATIONCCCL 1992DEP approval set