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Item 6 - Option 1 - Southwest LayoutSHED METAL BOX UTILITY CO CO CO 572572572572EQUIPMENT CIRCULATION D.R.T.C.T. VOLUME 2909, PAGE 65 EASEMENT TO USA L MAP REVISED: SEPTEMBER 25, 2009 MAP NO. 48439C0085K OF ZONE AE APPROXIMATE LOCATION MAP REVISED: SEPTEMBER 25, 2009 MAP NO. 48439C0085K OF ZONE X (SHADED) APPROXIMATE LOCATION 180,138 square feet 4.135 ACRES579578 5 7 8 574575574571577 5 7 7 5 7 6 5735715755745735715705695685 7 3 5715675675 7 3577578579577576575574 5695705 6 8 LOT 7 D.R.T.C.T.VOLUME 2909, PAGE 65 UNITED STATES OF AMERICATRACT 3D1P.R.T.C.T. VOLUME 388-137, PAGE 85 HARBOR OAKS BLOCK 4 LOT 13 "X" ON COL. 1/2" RCSRS 1/2" RCSRS 1/2" RCSRS RCSRS 1/2"60' RADIUS30.0'30.0'H A R B O R H A V E N 25' BUILDING LINE 10' UTILITY EASEMENT 10' UTILITY EASEMENT P.R.T.C.T. VOLUME 388-137, PAGE 85 P.R.T.C.T. VOLUME 388-137, PAGE 85 P.R.T.C.T. VOLUME 388-137, PAGE 85 P.R.T.C.T. VOLUME 388-137, PAGE 85 10' DRAINAGE & UTILITY EASEMENT CV1 434.80'N 26°47'40" W3 6 0 .0 0 'S 6 0 °1 8 '0 0 " W 350.00'S 00°17'00" E4 8 0 .9 0 ' N 8 0 °4 5 '0 0 " E LAKE 90.5' 3 7 .2 '19.6'BRICK RESIDENCE TWO STORY 1.0' 1.5' 11.3' 4.7' 4.9' 14.3' 5.2' 2.4' 3.7' 10.9' 7.8' 7.4' 8.8' 4.6' 6.0' 2.0' 12.1' 22.1' 11.0' 19.0' 7.8' 19.0' 20.0' 12.4'18.7'35.2'31.5'23.7'8.4'14.0'13.4'19.6'14.6'9.0'16.7'15.2'13.4'12.1'11.6'0.4'9.7'12.0'28.4'22.0'28.8'21.7'8.3'24.5'FIREPLACE OUTDOOR AD AD AD AD AD AD AD PLANTER PLANTER DECK CONCRETE BOULDERS F O U N TAIN B O ULD E R POOL EQUIPMENT POOL STONE BORDER LANDSCAPE 8" TREE 4-12" O A K 18" OAK 18" OAK 10" OAK 8" CEDAR EM WELL WATER WELL WATER GAZEBO FOUNTAINMOTOR GATE CALLBOX LIGHT & COLUMN LL COLUMN LIGHT & WALL BRICK WALL BRICK MAILBOX MAILBOX 567.11 566.92 567.30 568.23 574.65 NG 570.65 572.61 574.52 552.85 552.85 CL CREEK CREEK LC CL CREEK CREEK CL NG/FNCNG/FNC NG/FNC 551.47 NG/FNC NG/FNC NG/FNC NG/FNC 551.02 NG/FNC 549.44 NG/FNC 552.42 NG/FNC 546.57 550.08 NG/FNC 551.88 574.94 575.12 LID=574.14 LID=574.23 LID=574.54 570.11 575.45 575.39 567.86 568.07 568.20 568.54 567.60 568.55 566.73 567.93 LF 18"RCP579.78 579.30 F 18"RCPL 578.14 LF 18"RCP LF 18"RCP578.87 LF 18"RCP 577.96 577.03 577.88 LF 18"RCP L 567.35 569.10 WATER WELL 567.20 WALL 567.21 WALL 567.21 WALL 567.26 WALL 567.25 WALL 567.29 WALL 567.27WALL 567.17 WALL 567.15 WALL 567.16 WALL 567.17 WALL 567.19 WALL 567.21 WALL 567.21 WALL 567.17 WALL 567.19 WALL 567.14 WALL 567.13 WALL 567.16 WALL 566.37 EC 566.34 EC 566.36 EC 566.35 EC 566.32 EC 566.34 EC 566.34 567.99 WALL 568.05 WALL568.05 WALL 568.00 WALL 567.99 WALL 567.18 EC 567.43 EC 567.44 EC 567.84 EC 568.40 EC 568.37 EC 568.40 EC 568.41 EC 568.35 EC 570.71 BLDG COR 565.93 AL 570.97 571.38 BLDG COR 574.69 574.97 571.68 EC 571.67 EC 568.92 EC 568.77 EC 572.72 EC 572.19 EC 572.15 EC 572.10 EC 572.18 EC 572.77 EC 573.28 EC 573.41 EC 573.58 EC 574.58 EC 575.39 EC 575.47 EC 575.48 EC 575.49 EC 575.31 EC 574.84 EC 574.66 EC 574.79 EC 575.12 EC 575.10 EC 575.17EC 574.21 EC 573.19 EC 573.05 EC 573.02 EC 573.13 EC 573.04 EC 568.12 EC 572.53 EC 572.21 EC 572.07 EC 572.00 EC 574.76 575.20 NG/FNC 575.11 NG/FNC 575.24MTL FNC 574.16 BLDG COR 575.52 BLDG COR 575.76 BLDG COR 574.63 BLDG COR 574.42 BLDG COR 574.73BLDG COR 574.55 BLDG COR 552.85 551.10 550.93 555.82 NG/FNC 566.85 NG/FNC 568.16 568.23 568.20 568.15568.22 568.22 568.94 573.65 BLDG COR 572.18 NG/FNC 572.08 572.33 566.55MTL FNC LINE EW 564.59 558.31 572.06 FNCLINEEW 575.02 NG/FNC 575.39 NG/FNC 574.15 573.38 EC 573.29 EC 573.54 EC 573.65 EC 574.04 EC 573.82 BLDG COR 573.68 BLDG COR 573.62 BLDG COR 573.54 BLDG COR 570.28 569.70 575.65 BLDG COR 575.55 BLDG COR 575.30 BLDG COR 576.09 BLDG COR 575.64 BLDG COR 575.89 BLDG COR 575.76 BLDG COR 575.63 BLDG COR 574.94 BLDG COR 575.04 577.14 577.58 575.22 576.14 577.11 EC 576.50 EC 576.14 EC 575.90 EC 575.89 EC 575.72 EC 575.94 EC 576.06 EC 576.59 EC577.12 EC577.33 EC 576.51 EC 575.53 EC 574.82 EC 574.57 EC 574.51 EC 574.61 EC 575.01 EC 573.84 BLDG COR EC 576.58 EC 576.64 EC 576.57 EC 576.57 EC 576.80 EC 576.80 EC 576.73 EC 576.69 EC 575.48 EC 575.78 EC 575.12 EC 575.87 EC576.51 EC577.34 EC 578.72 BC 578.26 BC 578.45 BC 578.04 BC 578.14 EC 578.27 EC 578.43 EC 578.51 EC 578.66 EC 578.44 EC 578.83 EA 578.46EA 578.46 EA 578.12 EA 578.34 EA 578.56 EA 578.85 EA 578.87 F 18"RCP 578.08 TOP 578.44TOP 577.39 TOP 576.89 TOP 576.90 TOP 577.25 TOP 577.43 577.58 577.12 577.70 578.48 578.28 576.40 576.44 579.48 NG FNC 579.67NG 576.99NG 577.07 NG 577.23NG 577.08 NG 577.77 NG/FNC 578.60 BC 579.71 BC 579.73 EC 578.25 EC 578.59 EC 573.77 569.80 563.56 562.08 FNC NG 570.15 NG 570.91 NG/FNC 569.59 FNC/NG 568.11 NG AT FNC 566.14 NG AT FNC 564.73 NG AT FNC 568.94 WATER WELL 569.02 TOP 567.28 NG 568.09 552.19 NG/FNC 565.95 567.18 566.22 569.75 NG 565.30 NG 567.07 NG 566.67 NG 567.28 NG 567.94NG 566.09 NG 567.33 NG 568.44 NG 568.11 NG 569.20 NG 570.82 NG 571.58 NG 571.39 NG 572.33 NG 574.38 NG 570.80 NG 570.24 NG 569.78 NG 569.08 NG 569.43 NG 569.55 NG 568.56 NG 567.93 NG 567.58 NG XXCHAIN LINK FENCE WIRE FENCE XXXXXGATE 18" OAK 12"/18" TWIN OAK 12" OAK 18" OAK 12" OAK 12" OAK 24" OAK OAK 18" TRIPLE TS6 1/2" YCSRS N:4666.2700 E:10648.6010 566.30 570.83 TS3 E:10698.9411 N:5026.8932 1/2" YCSRS 574.35 TS4 E:10562.2489 N:4892.8520 CHIS. "X" E:10809.7016 N:4945.1498 1/2" YCSRS TS4 564.00 & ANCHOR DOWN GUY UTILITY POLE (ABANDONED) UTILITY POLE POLE UTILITY POLE UTILITY UTILITY POLE POLE UTILITY UTILITY POLE 2(ea)DOWN GUY& ANCHOR UTILITY POLE DOWN GUY& ANCHOR POLE UTILITY DOWN GUY& ANCHOR & RISER UTILITY POLE POWER POLE AC AC AC VALVE GAS GM LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL T CABLE PEDESTAL WM WV STEPS CONCRETE UP 4.135 ACRES LOT 13, BLOCK 4 HARBOR OAKS IN THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS PROPOSED CAR STORAGE WITH LIFT 4,967 S.F NEW DRIVEWAY Existing Gazebo 746 S.F Existing House 5,899 S.F LOT 12 LOT 14 118' - 0"53' - 11" 2 0 ' - 0 " Existing Gazebo 161 S.F Legend - Site Plan Proposed Detached Garage Scope of Work Boundary Line Property Set Back 572 Elevation Line Existing Bodies of Water Existing Sturctures Architect: www.pistilconsortia.com boutique architecture As indicated Area Total: 5,874 SF David Contreras #817-606-8660 Walsh Garage Concept Site Plan 1115 Harbor Haven Street Southlake, TX 76092 Total Exising Accessory Area: 907 SF New Accessory Area: 4,967 SF COCOCO572 EQUI PMENTCI RCULATI ONVOLUME 2909, PAGE 65EASEMENT TO USA573 571 5 6 9 570 FI REPLACEOUTDOOR4-12"WELLWATERWALLBRI CKLI D=574.14LID =574.23LID =574.54567.35569.10WATER WELL567.20WALL567.21WALL567.21WALL567.13WALL567.16WALL566.37EC566.34EC566.36EC566.35EC566.32EC566.34EC566.34567.99WALL568.05WALL568.05WALL568.00WALL567.99WALL567.18EC567.43EC567.44EC567.84EC568.40EC568.37EC568.40EC568.41EC568.35EC570.71BLDG COR571.38BLDG COR572.72EC572.19EC572.15EC572.10EC572.07EC572.00ECBLDG COR572.06FNCLI NEEW570.15NG570.91NG/FNC568.94WATER WELL569.02TOP569.75NGLLLLLLUP Existing Gazebo 746 S.F CP03 4 CP03 3 CP03 1 CP032 13' - 0"64' - 0"41' - 0"26' - 1"27' - 10"53' - 11"118' - 0" Recessed Area PROPOSED CAR STORAGE WITH LIFT 4,967 S.F Connect to Existing Gazebo26' - 2"15' - 0 1/2"20' - 1 1/4"18' - 2 1/4"Architect: www.pistilconsortia.com boutique architecture 3/16" = 1'-0" David Contreras #817-606-8660 Walsh Garage Concept Floor Plans 1115 Harbor Haven Street Southlake, TX 76092 3/16" = 1'-0"1 Dimension Floor Plan T.O.S Garage Slab -3' -0" T.O. Roof 17' -0" Existing Gazebo 389 S.F New Garage Addition Car Entry Doors 20' - 0" T.O. Eave Height571'-11" Site Elevation 591'-11" Site Elevation 31' - 6" T.O. Roof5" / 1'-0"5" / 1'-0"5" / 1'-0"25' - 9" Average Building HeightT.O.S Garage Slab -3' -0" T.O. Roof 17' -0" Existing Gazebo 389 S.F New Garage Addition Existing House 571'-11" Site Elevation 591'-11" Site Elevation 20' - 0" T.O. Eave Height31' - 6" T.O. Roof5" / 1'-0"5" / 1'-0"25' - 9" Average Building HeightT.O.S Garage Slab -3' -0" T.O. Roof 17' -0" New Garage Addition Existing House 571'-11" Site Elevation 591'-11" Site Elevation 20' - 0" T.O. Eave Height5" / 1'-0"5" / 1'-0"31' - 6" T.O. Roof25' - 9" Average Building HeightT.O.S Garage Slab -3' -0" T.O. Roof 17' -0" Existing Gazebo 389 S.F New Garage Addition 571'-11" Site Elevation 591'-11" Site Elevation 31' - 6" T.O. Roof25' - 9" Average Building Height5" / 1'-0"5" / 1'-0"5" / 1'-0"20' - 0" T.O. Eave HeightNotes Elevations HEIGHT OF BUILDING - The vertical distance above a reference datum measured to the highest point of the coping of a flat roof or to the deck line of a mansard roof or to the average height of the highest gable of a pitched or hipped roof. The reference datum shall be selected by either of the following, whichever yields a greater height of building: 1. The elevation of the highest adjoining sidewalk or ground surface within a 5-foot horizontal distance of the exterior wall of the building when such sidewalk or ground surface is not more than 10 feet above lowest grade. 2. An elevation 10 feet higher than the lowest grade when the sidewalk or ground surface described in Item 1 above is more than 10 feet above lowest grade. Ground Surface Starts at 571'-11" Top Of Roof: 31'-6" (602'-5") Top Of Eave: 20'-0" (591'-11") Average Building Height is 25'-9" (597'-8") Architect: www.pistilconsortia.com boutique architecture As indicated David Contreras #817-606-8660 Walsh Garage Concept Elevations 1115 Harbor Haven Street Southlake, TX 76092 3/16" = 1'-0"1 Northwest 3/16" = 1'-0"2 Northeast 3/16" = 1'-0"3 Southwest 3/16" = 1'-0"4 Southeast