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1725 Beach Avenue AREA CALCS20' Rear yard Setback20' Front yard SetbackWoo 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 12"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 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' 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)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 1848 9.5% New Proposed Total Impervious 8526 43.7% Allowable Coverage 8,778 45% Proposed Lot Area Calculations Parcel A Sq. Ft.Percent Lot 2875 100.0% Impervious Roofed Structure Detached Garage 660 3.4% New Pervious Driveway & Parking Pad 567 2.9% Existing Impervious Additional Concrete 16 0.1% New Proposed Total Impervious 1243 43.2% Proposed Lot Area Calculations Parcel B Sq. Ft.Percent Lot 22382 100.0% Total Impervious Coverage, Both Parcels 9769 43.6% Combined Lot Area Calculations Sq. Ft.Percent Lot 19507 100.0% Existing Impervious Roofed Structures 2297 11.8% Existing Impervious Driveway 1055 5.4% Existing Impervious Concrete 871 4.5% Existing Total Impervious 4223 21.6% Existing Lot Area Calculations 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 speciļ¬cations 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 5/7/19F 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 A1.3 Site Plan Area CalculationsDrawing #A A1.3 423 Sq ft 364 Sq ft 5,829 Sq ft 88 Sq ft 875 Sq ft 408 Sq ft Parcel A Lot 19,507 Sq ft 16 Sq ft 16 Sq ft Parcel B Lot 2875 Sq ft impervious covered concrete Porches impervious roofed structures 50% pervious pool & pool coping impervious concrete coverage pervious pavers on pervious bed 244 Sq ft169 Sq ft stairs & wall 402 Sq ft 165 Sq ft 660 Sq ft 16 Sq ft 22 Sq ft28 Sq ft41 Sq ft41 Sq ft41 Sq ft41 Sq ft41 Sq ft21 Sq ft