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a <br />Q <br />is <br />a <br />d <br />Nd <br />.ti <br />rA <br />H <br />U I' <br />0) <br />'� II <br />i <br />I <br />U <br />ati <br />0) <br />a <br />0 <br />U <br />N <br />b <br />Fountain Notes: <br />*Sea Shop Drawings By Fountain Contractor For ConrmINRaDforLiog, <br />Electric, Warcrl.evel Control VGIV,, Skimmm, And Miscellaneous <br />Fountain Accessories <br />oFountain Contractor Shall Provide A Waterproof Membm an Along <br />Ali Flores And Walla On Inside Of Fountains. <br />SAND BUSTED /CONTRA °LASS YURAL/BACKOROUND� <br />(BY iOUNTAI CONTRACTOR) <br />DECORATIVE CAST STONE WALL CAP BY K!T STONEWORKS- <br />(SIMILAR TO PLANTER WALL CAP DETAIL) <br />Beyond <br />702 • Sunset Terrace Bench Section <br />3/4" = 1' -0" <br />701 • Porte Cochere Waterfall Section <br />3/4" = 1' -0" <br />Fence And Pedestrian Gate Notes: <br />e Iris Dm i g IS Schematic In Design <br />See Drawings ByFence/Gate Contrum For Final Design <br />e Pence And Gate Shall Meet All Local Code Requirements <br />Including MlWmam Height And Verficle Picking Spacing <br />e Ali Gates Shall Be Self Closing With A Self Locking Mechanism <br />Gate <br />704 • Fire Lane Gate Elevation <br />1/2" = l' -0" <br />Spot Elevation Notes: <br />ALUMINUM SCROLLWORK <br />ALUMINUM GATES <br />LOCAL CODES) <br />Gate <br />Pedestrian Gate Notes: <br />e This Drawing Is Schematic In Design <br />Sea Drawings By FarosUate Contracor For Final Design <br />o Fence And Gate Shaft Meet All Local Code Requirements <br />Including Mm.— Height And Vert)cle Picking Spacing <br />e AB Pedestrian Gates Shall Be Self Closing With A <br />Self Lacking Mechanism <br />DECORATIVE ALUMINUM SCROLLWORK <br />ECOMTWE ALVYMUY GATE <br />. (TO YEET LOCAL CODES) <br />Gate �I <br />e� <br />Decorative <br />Finial <br />XX <br />o <br />® PNa <br />.N <br />705 • Pedestrian Gate Elevation <br />1/2" =1' -0'L <br />POOL RULES <br />�SHOR'!3& BE W RB BNi8knt0 MU <br />NO ANDIAM FOOD• DRmIL OR <br />01.A58 m POOL OR ON POOL DBOK. <br />.BAT OmAD P 0M. <br />CnaDA WI LRm�1WBINBMUSr <br />ITAVB ADULT 90YBRV190N. <br />PwIH- - _AXTO PM <br />NO DIVING <br />SPA RULES <br />•SNOWBir OSI VRBBNIHUNO aPA <br />•NOANDIALS.tOOD• DRGGL OR <br />MASS M SPA OR ON POOL DOCK. <br />�AWmmMUSen rs YLWlns. <br />CImDRBN TSUEBSw®.VBMUSf <br />MVR ADLIr.T EUPBRVmON. <br />• MA% WATER Tm4 W�ime 1°L' P. <br />�ATANMDm1GTn9 SPAIRIA@S W+P. <br />5 °011"1�� U"� �ADVnPU M'B®lWI9, <br />1 sPAmllRS: -w TO PM r <br />708 • Pool /Spa Rules Sign <br />ALUMINUM RAILS <br />ALUMINUM VERTICLE PICKETS - <br />(VERITY SPACING) <br />ALUMINUM POST WITH DECORATIVE FII <br />I II ?, 4- D.C. <br />_e M De84n Is "emafic In Design <br />So, Drawings By FoWGate ContracoT For Final Design <br />e Farce And Gate Shall Meet All Local Cade Requirements <br />Including Min rum Hight And Verfi la Picking Spacing <br />o M Pedestrian Gates Shall Be Sell Closing With A <br />Self Locking Mecluudsm <br />703 - Typical Decorative Fence Elevation <br />1/2" = 1' -0" <br />Fence And Pedestrian Gate Notes: <br />Thke Drawing B SPLemafie In Design <br />See ]rawkugs By FenovGam Constar For Final Design <br />e Fenn And Gate Shall Meet All Local Code ItNuiremmts <br />Including Minimum Hight And Verticle Picking Spacing <br />ALUUINUw Ruts <br />e <br />All Pedestdm Gams Shall Be Self Closing ithA 4 -0 <br />g ALUMINUM VN PICKETS <br />Self Locking Mechanism Gate Logo � (VERIFY SPACING) <br />ALUMINUM POST WITH DECORATIVE FINIAL <br />I /I/I 4'O.C. <br />706 ' Typical Beach Entry Gate Elevation <br />1/2" = 1' -0" <br />Entry Column Notes: <br />e Cast Stone Entry Column To Match Existing Acqualkna <br />Entry Column To The North <br />e Contractor Shall Provide Electrical Conduit Through Column <br />To Allow For Owner Selected Petry Light <br />DECORATIVE CASE ONE COLUMN CAP AND TRIM -�— Light <br />BY KRT STONEWORK3 <br />(TO MATCH EXISTING ACQUALNA ENTRY COLUMN TO THE NORTH) <br />S//4" CAST STONE COLUMN VENEER BY KGT STONEWORKS 3' -4- <br />(TO MATCH EIOSNNO ACQUALNA ENTRY COLUMN TO THE NORTH) VERIrr <br />SEE DRAWINGS BY STRUCTURAL ENGINEER FOR CONCRETE <br />AND STEEL REINFORCING FOR COLUMN AND FOOTING <br />OECD- CAST STONE COLUMN BASE BY KRT STONEWORKS� <br />(TO MATCH METING ACQUAUHA ENTRY COLUMN TO THE NORTH) <br />707 • Entry Column Section <br />3/4" = 1' -0" <br />