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Item 6B - Plans72+22 638.94 73+05 639.24 R30' R30' HTeaO 2,250 S.F FFE: 651.00' S S S S S S S S S S S S S S S S S CALLED: 0.93 ACRES LYNBA HOLDINGS, LLC INS. NO. D221138819, O.P.R.T.C.T.OHEOHEOHEOHEOHEOHEOHE OHE OHEGGOHEOHEEX. 50' BUILDING LINEINS. NO. D201074257,O.P.R.T.C.T.RETAINING WALL (BRICK) DUMPSTER ENCLOSURE (STONE) FOR SALE SIGN DAVIS BOULEVARD(VARIABLE WIDTH PUBLIC R.O.W.)(F.M. HIGHWAY NO. 1938)ATMOS WV RIM EL=656.34' TN EL=653.82' WV RIM EL=656.41' TN EL=653.29' WV RIM EL=654.04' TN EL=649.57' WV RIM EL=654.13' TN EL=649.37' SONIC KIOSK COVER ATMOS ATMOS W W OLD LOT LINE LOT 4 PARKER'S CORNER VOL. 388-150, PG. 49 P.R.T.C.T. PARKER'S CORNER INS. NO. D201074257 O.P.R.D.C.T.LOT 5R2-R1 PARKER'S CORNER INS. NO. D201074257 O.P.R.D.C.T.CALLED: 2.5852 ACRESRAED AJLOUNIINS. NO. D217137009,O.P.R.T.C.T.L.U.D.= OFFICE COMMERCIALAND 100-YR FLOODPLAINCURRENT ZONING: AGEX. 15' UTILITY EASEMENT VOL. 388-150, PG. 49, P.R.T.C.T. EX. 5' X 10' WATER EASEMENT INS. NO. D201074257, O.P.R.T.C.T. EX. STATE OF TEXAS DRAINAGE EASEMENT VOL. 9882, PG. 396, D.R.T.C.T. EX. 15' U TILI T Y E A S E M E N T TO T H E CI T Y O F S O U T HL A K E VOL. 111077, P G. 183, D.R. T. C. T. EX. STATE OF TEXAS DRAINAGE EASEMENT VOL. 9882, PG. 396, D.R.T.C.T.EX. DRA INAGE EASEMENTCAB. A , S L . 1 8 5 8 ,P.R . T .C . T . EX. 24' WIDE COMMON ACCESS EASEMENT INS. NO. D201074257, O.P.R.T.C.T. EX. 24' WI D E C O M M O N ACC E S S E A S E M E N T INS. N O. D201074257, O.P. R. T. C. T. EX. 7.5' UTILITY ESMT. VOL. 388-150, PG. 49, P.R.T.C.T. S00°57'53"E 65.12' S89°12'05"W 24.35'S42°51'14"W ~ 73.14' N89°15'25"W ~ 447.91'N01°03'16"W ~ 120.06'S89°15'25"E ~ 523.12' OWNER LYNBA HOLDINGS, LLC INS. NO. D221138819, O.P.R.T.C.T. L.U.D.= MIXED USE CURRENT ZONING: RE-5 AND AG OWNER KARTHIK & ASSOCIATES REALTY LLC INS. NO. D218183197, O.P.R.T.C.T. L.U.D.= MIXED USE CURRENT ZONING: S-P-2 OWNER ENCORE RETAIL DEVELOPMENT COMPANY, L.P. INS. NO. D201078783, O.P.R.T.C.T. L.U.D.= MIXED USE CURRENT ZONING: S-P-2 5/8" IRF 5/8" IRF X-CUT FND 5/8" IRF5/8" IRF 5/8" CIRF BURY PARTNERS RED OWNER KARTHIK & ASSOCIATES REALTY LLC INS. NO. D218138118, O.P.R.T.C.T. L.U.D: RETAIL COMMERCIAL & 100-YR FLOODPLAIN CURRENT ZONING: S-P-2 EX. 10' UTILITY EASEMENT INS. NO. D201074257, O.P.R.T.C.T.EX. DRA INAGE ESMT . AREAVOL . 1 4 8 2 5 , PG . 2 2 4 ,D.R .T .C .T . TRACT 1 LOT 5R1-R1 PARKER'S CORNER INS. NO. D201074257 O.P.R.T.C.T. 1.3788 ACRES 60,062 SQ. FT. 301 302 307 310311 317318 319 320 321 322 323 324 325 326 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 637 TRACT 2 APPROX. LOCATION OF RECIPROCAL ACCESS ESMT. VOL. 14825, PG. 225, D.R.T.C.T. APPROX. LOCATION OF RECIPROCAL ACCESS ESMT. VOL. 14825, PG. 225, D.R.T.C.T. CURB LINE IS 3.5' OVER PROPERTY LINE ZONE "X"ZONE "AE" APPARENT PUBLIC ACCESS 403 SV40032SPRINKLER VALVE 653.42 T 40094FIRE HYDRANT 651.83 2" METAL PIPE U ADOPT A HIGHWAY SIGN 4"X4" METAL POST BASE4"X4" METAL POST BASE4"X4" METAL POST BASE T GAS OBSERVATION WELL GMK EX. 100-YR FLOODWAY LINE PER KCE ENGINEERING FLOOD STUDY EX. 35' C O N S T R U C TI O N EAS E M E N T VOL. 111077, P G. 183, D.R. T. C. T.24.00'33.07'12'12'5'30.00' 24' FIRE LANE 5.00' 11'5' 8'40.40'11'11'16.00'12'12'24.00'13.36'30.00' 15' LANDSCAPE BUFFER 5' LANDSCAPE BUFFER 15' BUILDING SETBACK 5' 21.01' ROW18.00' 90.04' 50' BUILDING SETBACK 40' BUILDING SETBACK 10' BUILDING SETBACK AND TRAIL EASEMENT 24' FIRE LANE5.00' 84.59'29.24'4.00'12.00' 12.00' 10' LANDSCAPE BUFFER 5' LANDSCAPE BUFFER PARKING STRIPE PARKING STRIPE BUILDING ENTRANCE AND EXIT DRIVE-THRU WINDOW STOP BAR STOP SIGN STOP SIGN STOP BAR EX. POWER POLE TO BE RELOCATED 2' STRIPED MEDIANEX. FIRE HYDRANT FIRE LANE MARKING FIRE LANE MARKING ADA SIGN DIRECTIONAL PAVEMENT MARKING ADA PARKING DO NOT BLOCK INTERSECTION PAVEMENT MARKING HEAVY DUTY CONCRETE HEAVY DUTY CONCRETE BUILDING SERVICE DOOR DUMPSTER ENCLOSURE 100 YR. FLOOD PLAIN LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING MONUMENT SIGN LEFT TURN PAVEMENT MARKING RIGHT TURN PAVEMENT MARKING BUILDING SERVICE DOOR 32.00' 8 12 5 2 6 OVERHEAD ELEC. U.G. GAS U.G. WATER TREE (AS DESCRIBED) OHE NG W TELEPHONE RISER FIRE HYDRANT WATER METER WATER VALVE POWER POLE LIGHT POLE SIGN IRRIGATION CONTROL VALVE UTILITY PULL BOX SV T U W GAS MARKER GUY WIRE GMK CONCRETE AREA CIRS 5/8 INCH IRON ROD WITH CAP STAMPED O.P.R.T.C.T.OFFICIAL PUBLIC RECORDS TARRANT COUNTY, TEXAS GT 555.55 GUTTER ELEVATION TC 555.55 TOP OF CURB ELEVATION SUBJECT PROPERTY LINE X 555.55 SPOT ELEVATION EC 555.55 EDGE OF CONCRETE ELEVATION TB 555.55 TOP OF BANK ELEVATION IRF IRON ROD FOUND CANOPY - COVERED AREA XCF "X" CUT FOUND EXISTING EASEMENT LINE BUILDING SETBACK LINE CONTROL POINT PROPERTY CORNER MARKER FOUND - AS NOTED TOP OF BANK TOE OF BANK TO 555.55 TOE OF BANK ELEVATION CENTER OF CREEK D.R.T.C.T.DEED RECORDS TARRANT COUNTY, TEXAS P.R.T.C.T.PLAT RECORDS TARRANT COUNTY, TEXAS CIRF IRON ROD WITH CAP FOUND "SPOONER 5922" SET SITE DATA TABLE EXISTING ZONING SP-2 - GENERALIZED SITE PLAN DISTRICT PROPOSED ZONING SP-2 - GENERALIZED SITE PLAN DISTRICT LAND USE DESIGNATION MIXED USE NUMBER OF PROPOSED LOTS 1 ASSESSOR PARCEL NUMBER 07887620 GROSS LOT AREA 60,061 SF (1.379 AC) AREA OF OPEN SPACE 31,907 SF (0.730 AC) PERCENTAGE OF OPEN SPACE 53.12% AREA OF IMPERVIOUS COVER 28,154 SF (0.649 AC) PERCENTAGE OF IMPERVIOUS COVER 46.88% BUILDING AREA 2,250 SF NUMBER OF STORIES 1 BUILDING HEIGHT 19' PROPOSED FLOOR AREA 2,250 SF REQUIRED PARKING (1 PER 100SF)23 PROPOSED PARKING STANDARD 31 HANDICAP 2 TOTAL 33 REQUIRED LOADING SPACE 0 PROVIDED LOADING SPACE 0 AREA OUTSIDE STORAGE N/A PRCENTAGE OF OUTSIDE STORAGE N/A FLOOD ZONE CLASSIFICATION ZONE 'X' & ZONE 'AE' FLOOD ZONE MAP 48439C0090L & 48439C0095K ANTICIPATED SCHEDULE OF DEVELOPMENT CONSTRUCTION START: CONSTRUCTION END: MARCH 2022 NOVEMBER 2022 PROPOSED LEGEND PROPOSED BUILDING CONCRETE SIDEWALK PROPERTY LINE STD. 6" CONCRETE CURB PARKING SPACE COUNT STD. DUTY CONCRETE HEAVY DUTY CONCETE W. SOUTHLA K E B L V D .BROCK DR.MICHAEL DR.DAVIS BLVD.JELLICO CIR.W. S O U T H L A K E B L V D. LOVEGRASS LN S. PEYTONVILLE AVE.ENGINEER BOWMAN CONSULTING GROUP, LTD 1120 S. Capital of Texas Hwy Building #3, Austin, Texas 78746 [Phone] 972.497.2990 Contact: Ryan Safford, P.E. LANDSCAPE ARCHITECT EVERGREEN DESIGN GROUP, INC 15455 Dallas Pkwy, Suite 600 Addison, Texas 75001 [Phone] 800.680.6630 Contact: Rodney McNabb OWNER KARTHINK & ASSOCIATES REALTY LLC, LP 190 DAVIS BLVD. SOUTHLAKE, TX 76092 DEVELOPER GKP INVESTMENTS, LLC 1685 Carlyle Ct., Westlake, TX 76262 [Phone] 817.789.9091 Contact: Todd Bockenfeld SITE PLANC1.0 9 SITE NOTES 1.ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB, PROPERTY LINE OR CENTERLINE OF STRIPING UNLESS OTHERWISE NOTED. 2.A PRE-CONSTRUCTION MEETING WITH CITY ENGINEER SHALL BE HELD PRIOR TO CONSTRUCTION COMMENCEMENT. 3.THE CITY OF SOUTHLAKE SHALL BE GIVEN AT LEAST 48 HOURS NOTICE PRIOR TO PERFORMING ANY INSPECTIONS. 4.TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE PROJECT PLANS, THE CURRENT EDITION OF THE TxDOT DESIGN STANDARDS AND THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 5.ALL MECHANICAL EQUIPMENT TO BE ROOF MOUNTED AND SCREENED FROM HE STREET. 6.CONTRACTOR TO PROVIDE AS-BUILTS OF ALL IMPROVEMENTS TO THE SITE. AS-BUILTS TO INCLUDE HORIZONTAL AND VERTICAL LOCATIONS OF ALL UNDERGROUND UTILITIES INCLUDING, BUT NOT LIMITED TO, PIPES, FITTINGS, STRUCTURES, AND OTHER APPURTENANCES. ELEVATIONS OF PIPES AT CROSSING POINTS MUST BE SUFFICIENT TO IDENTIFY MINIMUM SEPARATION OF UTILITIES. IN ADDITION TO THE AFOREMENTIONED CRITERIA AS-BUILTS MUST MEET ALL LOCAL AND JURISDICTIONAL REQUIREMENTS FOR CERTIFICATION OF CONSTRUCTION. 7.ALL AFFECTED SIDEWALKS, RAMPS AND CROSSWALKS, WILL BE BUILT AND INSPECTED TO MEET CURRENT ADA REQUIREMENTS. 8.BUILDING SETBACK DIMENSIONS MEASURED TO OUTERMOST ARCHITECTURAL FEATURE. CONTRACTOR TO REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 9.ALL CURB RADII ARE 3' UNLESS SHOWN OTHERWISE. 10.PRIOR TO INSTALLATION, CONTRACTOR MUST VERIFY LOCATIONS OF LIGHT POLES, LANDSCAPING AND UTILITIES. 11.CONTRACTOR TO REFER TO ARCHITECTURAL PLANS FOR BUILDING FOOTPRINT. 12.CONTRACTOR TO REFER TO PHOTOMETRIC PLAN FOR LIGHT POLE DETAILS.VICINITY MAP SCALE: NTS V:\070443 - HTeaO Davis Blvd Southlake TX (ENG)\070443-01-001 (ENG) - HTeaO Davis Blvd Southlake TX (ENG)\Engineering\Engineering Plans\C2.0 - Site Plan.dwg, Layout1, November 29, 2021, 11:09 AM, pkokaREVISIONS---------HTeaO190 DAVIS BLVD.,SOUHTLAKE, TX 76092LOT 5R1R1, PARKER'S CORNER) © Bowman Consulting Group, Ltd.TBPE Firm Registration No. 6612Know what's below. before you dig.Call R PK PK RS 070443-01-001Phone: (972) 497-2990Fax: (512) 327-4062www.bowmanconsulting.com1120 S. Capital of Texas Hwy.,Building #3Austin, Texas 78746ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) AND WERE CALCULATED BY APPLYING VERTICAL SHIFTS DERIVED FROM GEOLID MODEL 2012A TO ELLIPSOID HEIGHTS CALCULATED FROM GPS/GNSS OBSERVATIONS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT. EXISTING LEGEND EL Finish Floor100' - 0"EL Finish Floor100' - 0"Top of High ParapetFraming119' - 0"Top of High ParapetFraming119' - 0"Truss Bearing Typ111' - 0"Truss Bearing Typ111' - 0"WINDOW SILL10430.01A121' - 10"WINDOW SILL WINDOW SILL24' - 2 1/4"greater than 25% of adjacent plane16' - 0 3/4"44' - 4"84' - 7"13' - 11 1/2"< LINE OF ROOF BEYOND >< LINE OF ROOF BEYOND >15% of 19'-0"2' - 10"19' - 0"PROFILE OF LARGEST ROOFTOP UNIT -TOP OF UNIT IS BELOW PARAPET LINEPAINTED BRICK - COLOR #1BRICK ROWLOCKACCENT BAND -PAINT COLOR #2PAINTED BRICK - COLOR #1ALUMINUM CANOPYPOWDER COAT FINISH,DARK BRONZE COLORPAINTED BRICK - COLOR #1PAINTED BRICK - COLOR #1BRICK ROWLOCKACCENT BAND -PAINT COLOR #2BRICK ROWLOCKWINDOW SILLS -PAINT COLOR #2ALUMINUM CANOPYPOWDER COAT FINISH,DARK BRONZE COLORCOMPOSITE SIDING -COLOR BLEND ASSPECIFIED AT RIGHT PRE-FINISHED METALCONTINUOUS CORNICEDARK BRONZE FINISHEL Finish Floor100' - 0"EL Finish Floor100' - 0"Top of High ParapetFraming119' - 0"Top of High ParapetFraming119' - 0"Top of Storefront109' - 0"Top of Storefront109' - 0"Top of RowlockCourse104' - 8"Top of RowlockCourse104' - 8"2AFE109' - 6"109' - 6"greater than 25% of adjacent plane32' - 7 1/2"35' - 4 1/2"16' - 7"84' - 7"13' - 11 1/2"< LINE OF ROOF BEYOND >< LINE OF ROOF BEYOND >15% of 19'-0"2' - 10"19' - 0"21' - 10"PROFILE OF LARGEST ROOFTOP UNIT -TOP OF UNIT IS BELOW PARAPET LINEWINDOW SILLPAINTED BRICK - COLOR #1BRICK ROWLOCKACCENT BAND -PAINT COLOR #2PAINTED BRICK - COLOR #1ALUMINUM CANOPYPOWDER COAT FINISH,DARK BRONZE COLORCOMPOSITE SIDING -COLOR BLEND ASSPECIFIED AT RIGHT(208 SQ FT) PAINTED BRICK - COLOR #1PAINTED BRICK - COLOR #1BRICK ROWLOCKACCENT BAND -PAINT COLOR #2BRICK ROWLOCKWINDOW SILLS -PAINT COLOR #2ALUMINUM CANOPYPOWDER COAT FINISH,DARK BRONZE COLORBRICK ROWLOCKACCENT BAND -PAINT COLOR #2PRE-FINISHED METALCONTINUOUS CORNICEDARK BRONZE FINISHPRE-FINISHED METALCONTINUOUS CORNICEDARK BRONZE FINISHPRE-FINISHED METALCONTINUOUS CORNICEDARK BRONZE FINISH10430.01Composite Wood Plank BlendInitial Sealed Release Date:Project Number806-773-6763 1910 Research Blvd. Bldg 1 Lubbock, TexasTHIS DRAWING IS RELEASED UNDER THE AUTHORITY OFSTEPHEN L. FILLIPP, TEXAS ARCHITECT #9733, ON 11-23-2021,FOR PURPOSES OF INTERIM REVIEW ONLY. IT IS NOT TO BEUSED FOR CONSTRUCTION OR REGULATORY APPROVAL.Southlake, Texas11/24/2021 9:16:36 AMA-201Exterior Elevations - North &South11-22-202121-015 1/4" = 1'-0"A-2012North ElevationExterior Signage Notes - General1. EXTERIOR SIGNAGE IS SUBJECT TO A SEPARATE PERMIT TO BE OBTAINED BY A LICENSED SIGN COMPANY, AND IS SHOWN FOR INFORMATION PURPOSES ONLY. SIGN COMPANY SHALL VERIFY THAT ALL SIGNAGE COMPLIES WITH THE REQUIREMENTS OF CITY OF SOUTHLAKE SIGN ORDINANCES.2. SIGN COMPANY SHALL NOTIFY THE ARCHITECT IF NOMINAL SIZE AND LOCATION OF SIGNAGE SHOWN IS NOT IN ACCORDANCE WITH REGULATIONS.3. FOR WALL SIGNS, GENERAL CONTRACTOR SHALL PROVIDE BRANCH ELECTRICAL CIRCUIT TO A BOX ON THE WALL BEHIND THE PROPOSED SIGN LOCATION. DO NOT PENETRATE THE EXTERIOR FINISH OF THE WALL. SIGN COMPANY SHALL MAKE FINAL CONNECTIONS AS REQUIRED.Keynote LegendKey Value Keynote Text10430.01 ILLUMINATED SIGNAGE BY OTHERS - GC TO PROVIDE POWER AS REQUIRED500Keynote Legend EquipmentKey Value Keynote Text 1/4" = 1'-0"A-2013South ElevationORDINANCE No. 480:SECTION 43.9 C:i. HORIZONTAL ARTICULATION: NO EXTERIOR WALL IS GREATER THAN THREE (3) TIMES THE WALLS HEIGHT WITHOUT HAVING A MINIMUM OFF-SET OF 15% OF THE WALLS HEIGHT. NO WALL EXTENDS MORE THAN THREE (3) TIMES THE HEIGHT OF THE WALL. WALL HEIGHT EQUALS 19' (19 X 3 = 57) NO WALL EXTENDS MORE THAN 57' - 0".ii. VERTICAL ARTICULATION: NO HORIZONTAL WALL SHALL EXTENDS FOR A DISTANCE GREATER THAN THREE (3) TIMES THE HEIGHT OF THE WALL WITHOUT CHANGING BY A MINIMUM 15% OF THE WALLS HEIGHT. NO WALL EXTENDS MORE THAN THREE (3) TIMES THE HEIGHT OF THE WALL. WALL HEIGHT EQUALS 19' (19 X 3 = 57) NO WALL EXTENDS MORE THAN 57' - 0". FACADE MATERIAL PERCENTAGES:NORTH ELEVATION:TOTAL SURFACE AREA: 1365.41 SFMASONRY SURFACE AREA: 1099.12 SFCOMPOSITE WOOD PLANK: 270.29 SFPERCENTAGE OF MASONRY = 81%PERCENTAGE OF COMPOSITE WOOD PLANK: 19%SOUTH ELEVATION:TOTAL SURFACE AREA: 1487.79 SFMASONRY SURFACE AREA: 1279.79 SFCOMPOSITE WOOD PLANK: 208 SFPERCENTAGE OF MASONRY = 86%PERCENTAGE OF COMPOSITE WOOD PLANK: 14%Color Selections:Face Brick - Color No. 1 (Painted White) SW 7002 DownyFace Brick Accent Band - Color No. 2 (Painted Suede) SW 7038 Tony Taupe Metal Canopies, Cornice work: Dark BronzeAluminum Storefront & Doors: Clear Anodize (Silver)ALUMINUM STOREFRONT -CLEAR ANODIZEDNo. Description Date1 Revised Siding Area on SouthElevation, add Signage11-23-20212 Added Siding Area on East Elevation,add Signage11-23-20213 Revised Material Tabulations onNorth Elevation11-23-2021111332 SILICONE SEALANT, ONE-PART LOW MODULUSWEATHERSTRIPPING AND SEALSFLUID-APPLIED AIR BARRIEROVERALL VALUES IN KAWNEER VG 451T1" GLASS, PASSIVE LOW-E, CLEARINSULATED HOLLOW METAL DOOREXTRUDED POLYSTYRENE FOAM BOARD (FOR EIFS)FIBERGLASS BATT INSULATIONPRODUCT OR ASSEMBLY DESCRIPTIONTHERMAL PERFORMANCE AND AIR INFILTRATION REQUIREMENTS1. U-VALUES AND SHGC VALUES FOR INSULATING GLASS ARE MANUFACTURER'S VALUES FOR GLASS ONLY; REFER TO OVERALL VALUES FOR COMPLIANCE REQUIREMENTS.OVERALL SYSTEM VALUES FOR WINDOWS ARE FROM KAWNEER THERMAL CHARTS FOR OVERALL SYSTEM U-FACTOR AND SHGC, USING CENTER-OF-GLASS VALUES FOR GLAZING SHOWN ABOVE.SEALANTSNOTES:EXTRUDED RUBBER BULB WEATHERSTRIPPING ON HOLLOW METAL EXTERIOR DOORALL EXTERIOR DOORSPRIMING AND APPLICATIONDOW CORNING 790 - FOLLOW MANUFACTURER'S DATA SHEET FOR JOINT DESIGN,EIFS-TO-MASONRY JOINTSWALL PENETRATIONSDOOR AND WINDOW FRAME PERIMETERSTREMCO ExoAir 220ALL EXTERIOR STUD WALLS1"0.25.46OWENS CORNING "FOAMULAR 250"OWENS CORNING "ECOTOUCH" R-19 FIBERGLASS BATTSALL STOREFRONT OPENINGS0.330.31.651.75"DOOR NO. 51910SHGCUR2"6"INSTALLED THKSTUD WALLS - REF WALL SECTIONS.STUD WALLS - REF WALL SECTIONS.CONTINUOUS ABOVE ROOF DECKINGLOCATIONDESIGN BASISPOLYISO RIGID INSULATION BOARDAS REQ'D FOR R-VALUE25GAF "ENERGYGUARD" POLYISO INSULATIONBASED ON KAWNEER THERMAL CHARTS FOR 451T SYSTEMS FOR OVERALL SYSTEMPERFORMANCE SPECIFIED BELOW - PROVIDE DATA FOR OTHERSCENTER-OF-GLASS VALUESINSTALLED SYSTEM VALUES WITH PROJECTION FACTOR >0.50:HIGH-ALBEDO TPO ROOF MEMBRANE LOW SLOPE ROOF - 3 YEAR AGED SRI > 64.07' - 4"7 5/8"CONTINUOUSCONCRETE FOOTING#3 TIES @ 24" O.C.2 - #5 CONT AT TOP& BOTTOM#5 DOWELS @ 24" O.C.8" CMU W/ #4 VERT @ 24" O.C.HORIZ JOINT REINF @ 24" O.C.VERT. FILL ALL CELLS W/ CONC. SEAL AND PAINT ALL VISIBLE BLOCKSURFACES - MATCH EIFS COLOR #1PRE-FINISHED METAL COPING4" BRICK MASONRYEL Finish Floor100' - 0"Top of High ParapetFraming119' - 0"Top of Storefront109' - 0"Top of RowlockCourse104' - 8"(BEYOND)328' - 7 3/4"28' - 7 3/4"10' - 0 1/4"21' - 10"< LINE OF ROOF BEYOND >PROFILE OF LARGEST ROOFTOP UNIT -TOP OF UNIT IS BELOW PARAPET LINECOMPOSITE SIDING -COLOR BLEND ASSPECIFIED AT RIGHT PRE-FINISHED METALCONTINUOUS CORNICEDARK BRONZE FINISHWINDOW SILLPAINTED BRICK - COLOR #1BRICK ROWLOCKACCENT BAND -PAINT COLOR #2ALUMINUM CANOPYPOWDER COAT FINISH,DARK BRONZE COLORPRE-FINISHED METALCONTINUOUS CORNICEDARK BRONZE FINISHPAINTED BRICK - COLOR #1PAINTED BRICK - COLOR #1PAINT FINISH HOLLOW METALDOOR AND FRAMEEL Finish Floor100' - 0"Top of High ParapetFraming119' - 0"Truss Bearing Typ111' - 0"Top of Low ParapetFraming115' - 0"109' - 6"WINDOW SILL21' - 10"26' - 3 3/4"< LINE OF ROOF BEYOND >WINDOW SILL19' - 0"PROFILE OF LARGEST ROOFTOP UNIT -TOP OF UNIT IS BELOW PARAPET LINEPAINTED BRICK - COLOR #1(338 SQUARE FEET)BRICK ROWLOCKACCENT BAND -PAINT COLOR #2ALUMINUM CANOPYPOWDER COAT FINISH,DARK BRONZE COLORBRICK ROWLOCKWINDOW SILLS -PAINT COLOR #2PAINTED BRICK - COLOR #1COMPOSITE SIDING -COLOR BLEND ASSPECIFIED AT RIGHT (71 SQUARE FEET)PRE-FINISHED METALCONTINUOUS CORNICEDARK BRONZE FINISHPRE-FINISHED METALCONTINUOUS CORNICEDARK BRONZE FINISHBRICK ROWLOCKACCENT BAND -PAINT COLOR #2COMPOSITE SIDING -COLOR BLEND ASSPECIFIED AT RIGHT 2' - 10"10430.0110430.0128' - 0"05500.1104000.0006600.0304000.0005500.11FACE BRICK -COLOR #1FACE BRICK -COLOR #1BRICK ROWLOCK -COLOR #2Composite Wood Plank BlendInitial Sealed Release Date:Project Number806-773-6763 1910 Research Blvd. Bldg 1 Lubbock, TexasTHIS DRAWING IS RELEASED UNDER THE AUTHORITY OFSTEPHEN L. FILLIPP, TEXAS ARCHITECT #9733, ON 11-23-2021,FOR PURPOSES OF INTERIM REVIEW ONLY. IT IS NOT TO BEUSED FOR CONSTRUCTION OR REGULATORY APPROVAL.Southlake, Texas11/24/2021 11:24:51 AMA-201.1West & East Elevations, &Thermal Requirements11-22-202121-015Exterior Signage Notes - General1. EXTERIOR SIGNAGE IS SUBJECT TO A SEPARATE PERMIT TO BE OBTAINED BY A LICENSED SIGN COMPANY, AND IS SHOWN FOR INFORMATION PURPOSES ONLY. SIGN COMPANY SHALL VERIFY THAT ALL SIGNAGE COMPLIES WITH THE REQUIREMENTS OF CITY OF SOUTHLAKE SIGN ORDINANCES.2. SIGN COMPANY SHALL NOTIFY THE ARCHITECT IF NOMINAL SIZE AND LOCATION OF SIGNAGE SHOWN IS NOT IN ACCORDANCE WITH REGULATIONS.3. FOR WALL SIGNS, GENERAL CONTRACTOR SHALL PROVIDE BRANCH ELECTRICAL CIRCUIT TO A BOX ON THE WALL BEHIND THE PROPOSED SIGN LOCATION. DO NOT PENETRATE THE EXTERIOR FINISH OF THE WALL. SIGN COMPANY SHALL MAKE FINAL CONNECTIONS AS REQUIRED.Keynote LegendKey Value Keynote Text04000.00 MASONRY05500.11 PRE-FINISHED METAL COPING - DARK BRONZE COLOR06600.03 CEDAR WOOD FENCE AND GATE10430.01 ILLUMINATED SIGNAGE BY OTHERS - GC TO PROVIDE POWER AS REQUIRED500Keynote Legend EquipmentKey Value Keynote Text 1/2" = 1'-0"A-201.12Dumpster Enclosure Section 1/4" = 1'-0"A-201.11West Elevation 1/4" = 1'-0"A-201.13East ElevationORDINANCE No. 480:SECTION 43.9 C:i. HORIZONTAL ARTICULATION: NO EXTERIOR WALL IS GREATER THAN THREE (3) TIMES THE WALLS HEIGHT WITHOUT HAVING A MINIMUM OFF-SET OF 15% OF THE WALLS HEIGHT. NO WALL EXTENDS MORE THAN THREE (3) TIMES THE HEIGHT OF THE WALL. WALL HEIGHT EQUALS 19' (19 X 3 = 57) NO WALL EXTENDS MORE THAN 57' - 0".ii. VERTICAL ARTICULATION: NO HORIZONTAL WALL SHALL EXTENDS FOR A DISTANCE GREATER THAN THREE (3) TIMES THE HEIGHT OF THE WALL WITHOUT CHANGING BY A MINIMUM 15% OF THE WALLS HEIGHT. NO WALL EXTENDS MORE THAN THREE (3) TIMES THE HEIGHT OF THE WALL. WALL HEIGHT EQUALS 19' (19 X 3 = 57) NO WALL EXTENDS MORE THAN 57' - 0". FACADE MATERIAL PERCENTAGES:WEST ELEVATION:TOTAL SURFACE AREA: 388.39 SFMASONRY SURFACE AREA: 388.39 SFPERCENTAGE OF MASONRY = 100%EAST ELEVATION:TOTAL SURFACE AREA: 409 SFMASONRY SURFACE AREA: 338 SFCOMPOSITE SIDING AREA: 71 SFPERCENTAGE OF MASONRY = 82.6%PERCENTAGE OF COMPOSITE = 17.4% 1/4" = 1'-0"A-201.15Dumpster - East Elevation 1/4" = 1'-0"A-201.16Dumpster - South ElevationColor Selections:Face Brick - Color No. 1 (Painted White) SW 7002 DownyFace Brick Accent Band - Color No. 2 (Painted Suede) SW 7038 Tony Taupe Metal Canopies, Cornice work: Dark BronzeAluminum Storefront & Doors: Clear Anodize (Silver)No. Description Date2 Added Siding Area on East Elevation,add Signage11-23-20214 Revised gate material at trashreceptacle enclosure to solid metalwith cedar siding overlay11-23-20212SOLID METAL GATE WITH CEDAR SIDING OVERLAY44 2A-106.1WALK-IN COOLERBY OWNER - FLASHTO EIFS WALL 07530.011/4" / 12"1/4" / 12"11400.1211400.1111400.1111400.1211400.1211400.1205500.0205500.0207530.0107530.0911400.11E-102a(REF EQPT)E-102a(REF EQPT)E-102a(REF EQPT)E-102a(REF EQPT)E-103a(REF EQPT)11400.139' - 0"9' - 0"18' - 2"9' - 0"9' - 0"9' - 0"9' - 0"05500.0205500.0205500.0216500.0116500.0105500.0205500.02119' - 0"121' - 10"119' - 0"119' - 0"110' - 2"110' - 2"121' - 10"119' - 0"121' - 10"1121' - 10"2121' - 10"----1' - 2"4' - 0"LOW PARAPET BEYOND19'-0"HIGH PARAPET HEIGHT21'-10"2' - 10"5' - 2 1/2"LOW SIDE PARAPET5' - 8 3/4"ROOFTOPHVAC UNIT14" CURBTYPICAL ICE MACHINECONDENSING UNITInitial Sealed Release Date:Project Number806-773-6763 1910 Research Blvd. Bldg 1 Lubbock, TexasTHIS DRAWING IS RELEASED UNDER THE AUTHORITY OFSTEPHEN L. FILLIPP, TEXAS ARCHITECT #9733, ON 11-23-2021,FOR PURPOSES OF INTERIM REVIEW ONLY. IT IS NOT TO BEUSED FOR CONSTRUCTION OR REGULATORY APPROVAL.Southlake, Texas11/24/2021 9:16:09 AMA-106.1Roof Plan & Section11-22-202121-015No. Description Date1 Revised Siding Area on SouthElevation, add Signage11-23-20212 Added Siding Area on East Elevation,add Signage11-23-2021 1/4" = 1'-0"A-106.11Roof Plan - Preliminary 1/4" = 1'-0"A-106.12Section 20 S S S S S S S S S S S S OHEOHEOHEOHEOHE OHEGOHEEX. 50' BUILDING LINEINS. NO. D201074257,O.P.R.T.C.T.W WW W S00°57'53"E 65.12' S89°12'05"W 24.35'S42°51'14"W ~ 73.14' N89°15'25"W ~ 447.91'N01°03'16"W ~ 120.06'S89°15'25"E ~ 523.12' SV40032 SPRINKLER VALVE653.42 T 40094FIRE HYDRANT 651.83 2" METAL PIPE U ADOPT A HIGHWAY SIGN 4"X4" METAL POST BASE4"X4" METAL POST BASE4"X4" METAL POST BASE T GAS OBSERVATION WELL GMK S S S S S S S S S S SSW S S S S S S S S S S S S OHEOHEOHEOHEOHE OHEGOHEEX. 50' BUILDING LINEINS. NO. D201074257,O.P.R.T.C.T.W WW W S00°57'53"E 65.12' S89°12'05"W 24.35'S42°51'14"W ~ 73.14' N89°15'25"W ~ 447.91'N01°03'16"W ~ 120.06'S89°15'25"E ~ 523.12' SV40032 SPRINKLER VALVE653.42 T 40094FIRE HYDRANT 651.83 2" METAL PIPE U ADOPT A HIGHWAY SIGN 4"X4" METAL POST BASE4"X4" METAL POST BASE4"X4" METAL POST BASE T GAS OBSERVATION WELL GMKLODLODL O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LODLOD LOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD 1 CE 2 RB 8 RB 1 CE 6 AB 22 DY 21 DY 30 TB 83 TB 1 CE 2 CO 3 CO 3 BO 3 CO 3 LO 11 DY 11 DY 11 DY 11 DY 1 RB 1 RB 16 RB 10 DY 4 SO 4 CR 3 CR 1 LO 1 LO 7 DB 6 PM 6 DH 2 CR 6 DY6 DY 6 DY 6 DY 53 TB 53 TB 57 TB 59 TB 86 TB 27 TB 1 BO 1 BO JAMES W GI B SON2 8 9 8 THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY-PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR "DEEP-ROOT" 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1-1/2" SHREDDED WOOD MULCH IN ALL PLANTING AREAS (EXCEPT FOR TURF AREAS). CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED. 1.BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HAS READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT. 2.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO REMAIN). 3.IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. a.BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. b.CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. c.THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d.AFTER INSTALLING SOIL AMENDMENTS IN SHRUB AREAS, AND IN ORDER TO ALLOW FOR PROPER MULCH DEPTH, ENSURE THAT THE FINISH GRADE IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 3" BELOW FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE. e.AFTER INSTALLING SOIL AMENDMENTS IN TURF AREAS, ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 1" BELOW FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE. f.SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 4.ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS, ETC.). a.THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE. b.NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS). c.THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS. 5.THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THE OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD. 6.SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE THAT ALL NEWLY INSTALLED AND EXISTING PLANTS SHALL SURVIVE FOR ONE YEAR AFTER FINAL OWNER ACCEPTANCE OF THE INSTALLATION WORK. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR APPROPRIATE WATERING OF THE LANDSCAPE THROUGH INSTALLATION OF A PROPERLY DESIGNED IRRIGATION SYSTEM. THE OWNER SHALL APPROVE THE SYSTEM DESIGN BEFORE INSTALLATION OF PLANTS OR IRRIGATION. ROOT BARRIERS MULCHES PLANTING AND IRRIGATION GUARANTEE GENERAL GRADING AND PLANTING NOTES LANDSCAPE CALCULATIONS Building Floor Area 2,250 SF 1,125 SF 34,056 SF Parking Lot Landscape PROVIDEDREQUIRED 11% parking between bldg. and R.O.W.33 spaces 495 sf 828 sf 100% SUMMARY CHART - INTERIOR LANDSCAPE Required or Provided Landscape Area (Sq. ft.) % of area in front or side Canopy Trees Accent Trees Shrubs Ground Cover (Sq. Ft.) Seasonal Color Required Provided 75%2 5 28 168 SF 168 SF 39 SF 23 SF 3 spaces 2*5 37 33 x 15 SF = 495 SUMMARY CHART - BUFFERYARDS LOCATION REQUIRED / PROVIDED LENGTH BUFFERYARD WIDTH - TYPE CANOPY TREES ACCENT TREES SHRUBS FENCE / SCREENING NORTH REQUIRED 523'5' - A 5*10 43 none PROVIDED 523'5' - A 5 10 43 none EAST REQUIRED 95'15' - S 4 4 12 none PROVIDED 95'15' - S 4 4 12 none SOUTH REQUIRED 546'10' - F1 16 33 44 none PROVIDED 546'10' - F1 4***16**44 none WEST REQUIRED 120'5' - A 1 2 10 none PROVIDED 120'5' - A 1 2 10 none 5 gal. Proposed Zoning SP-2 1 per 500 1 per 250 1 per 40 15%2% City of Southlake, Texas 10.1 GENERAL: THE OWNER SHALL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE IN PERPETUITY OF ALL LANDSCAPING AND IRRIGATION. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING, KEEPING BEDS MULCHED IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICES OR AS RECOMMENDED BY THE LANDSCAPE ADMINISTRATOR AND OTHER SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER; WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT A PART OF THE LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. ALL IRRIGATION HEADS OR LINES WHICH ARE BROKEN AND FLOW WATER SHALL BE REPLACED/REPAIRED IMMEDIATELY TO PREVENT THE WASTE OF WATER. MAINTENANCE NOTE KARTHINK & ASSOCIATES REALTY LLC, LP 190 DAVIS BLVD. SOUTHLAKE, TX 76092 OWNER REVISIONS---------HTeaO190 DAVIS BLVD.,SOUHTLAKE, TX 76092LOT 5R1R1, PARKER'S CORNER) © Bowman Consulting Group, Ltd.TBPE Firm Registration No. 6612Know what's below. before you dig.Call R JWG JWG RM 070443-01-001Phone: (972) 497-2990Fax: (512) 327-4062www.bowmanconsulting.com1120 S. Capital of Texas Hwy.,Building #3Austin, Texas 78746LP-1LANDSCAPE PLANTING*INCLUDES 3 EXISTING TREES (#318 - 12" CAL., #317 - 12", #310 - 12" CAL) **EXISTING TREE CANOPY PREVENT THE PLANTING OF ALL REQUIRED ACCENT TREES ***INCLUDES 2 EXISTING TREES (#637 - 8" CAL., #302 - 6" CAL) (800) 680-6630 15455 Dallas Pkwy., Ste 600 Addison, TX 75001 www.EvergreenDesignGroup.com EVERGREEN D E S I G N G R O U P NOTE: M = MITIGATION TREE DATE: 11/29/21 M M M M M M M M M M ACCENT TREES CODE BOTANICAL / COMMON NAME ROOT CONT HEIGHT QTY RB Cercis canadensis / Eastern Redbud 30 gal.2" Cal.8` min.28 CR Lagerstroemia indica x fauriei `Tuscarora` / Tuscarora Crape Myrtle 30 gal.2" Cal.8` min.9 Multi Trunk 3-5 canes CANOPY TREES CODE BOTANICAL / COMMON NAME ROOT CONT HEIGHT QTY BO Quercus macrocarpa / Burr Oak B & B 4" Cal 12` min.5 CO Quercus muehlenbergii / Chinkapin Oak B&B 4" Cal 12` min.8 SO Quercus shumardii / Shumard Red Oak B&B 2" Cal.10`-12`4 LO Quercus virginiana / Southern Live Oak B&B 4" Cal 12` min.5 CE Ulmus crassifolia / Cedar Elm B&B 4" Cal 12` min.3 EVERGREEN TREES CODE BOTANICAL / COMMON NAME ROOT CONT HEIGHT QTY ET Existing Tree -1 SHRUBS CODE BOTANICAL / COMMON NAME SIZE CONTAINER AB Abelia x grandiflora / Glossy Abelia 3 gal.Cont.6 DB Ilex cornuta `Burfordii Nana` / Dwarf Burford Holly ---Cont.7 24" minimum at the time of planting DY Ilex vomitoria `Nana` / Dwarf Yaupon Holly 3 gal.Cont.121 PM Muhlenbergia capillaris / Pink Muhly Grass 5 gal.Cont.6 DH Rhaphiolepis indica `Pinkie` / Pinkie Indian Hawthorn 3 gal.Cont.6 GROUND COVERS CODE BOTANICAL / COMMON NAME QTY TB2 Seasonal Color / Plants to be chosen by owner 39 TB Trachelospermum asiaticum 'Bronze Beauty' / Bronze Beauty Asiatic Jasmine 500 SOD/SEED CODE BOTANICAL / COMMON NAME QTY CD Cynodon dactylon `Tif 419` / Tif 419 Bermuda Grass 6,066 sf Solid sod all disturbed areas not designated as shrub or groundcover planting beds PLANT SCHEDULE Scale 1" = 20' 10'40'20'0' *INCLUDES 2 EXISTING TREES (#339 - 18" CAL., #341 - 14" CAL) EXISTING TREE #637 TO REMAIN AND IS BEING USED AS A BUFFERYARD TREE STEEL EDGING BETWEEN TURF AND SHRUBS (TYP.) EXISTING TREE #302 TO REMAIN AND IS BEING USED AS A BUFFERYARD TREE EXISTING TREES #318 AND #317 TO REMAIN AND ARE BEING USED AS A BUFFERYARD TREE EXISTING TREE #310 TO REMAIN AND IS BEING USED AS A BUFFERYARD TREE TREE MITIGATION TOTAL TREE CALIPER INCHES 505 TOTAL TREE CALIPER INCHES TO REMAIN 365 TOTAL TREE CALIPER INCHES TO BE REMOVED 140 TOTAL TREE CALIPER INCHES REQUIRED TO BE MITIGATED 40* TOTAL MITIGATION TREE CALIPER INCHES 40** *TREES REQUIRING MITIGATION: #304, #305, #347, #348 **SEE SYMBOL AT TREES DESIGNATED AS MITIGATION TREES (10 4" CALIPER TREES TOTAL) S S S S S S S S S S S S OHEOHEOHEOHEOHE OHEGOHEEX. 50' BUILDING LINEINS. NO. D201074257,O.P.R.T.C.T.W WW W S00°57'53"E 65.12' S89°12'05"W 24.35'S42°51'14"W ~ 73.14' N89°15'25"W ~ 447.91'N01°03'16"W ~ 120.06'S89°15'25"E ~ 523.12' SV40032 SPRINKLER VALVE653.42 T 40094FIRE HYDRANT 651.83 2" METAL PIPE U ADOPT A HIGHWAY SIGN 4"X4" METAL POST BASE4"X4" METAL POST BASE4"X4" METAL POST BASE T GAS OBSERVATION WELL GMK S S S S S S S S S S SSW S S S S S S S S S S S S OHEOHEOHEOHEOHE OHEGOHEEX. 50' BUILDING LINEINS. NO. D201074257,O.P.R.T.C.T.W WW W S00°57'53"E 65.12' S89°12'05"W 24.35'S42°51'14"W ~ 73.14' N89°15'25"W ~ 447.91'N01°03'16"W ~ 120.06'S89°15'25"E ~ 523.12' SV40032 SPRINKLER VALVE653.42 T 40094FIRE HYDRANT 651.83 2" METAL PIPE U ADOPT A HIGHWAY SIGN 4"X4" METAL POST BASE4"X4" METAL POST BASE4"X4" METAL POST BASE T GAS OBSERVATION WELL GMKLODLODL O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LODLOD LOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD 1 CE 2 RB 8 RB 1 CE 6 AB 22 DY 21 DY 30 TB 83 TB 1 CE 2 CO 3 CO 3 BO 3 CO 3 LO 11 DY 11 DY 11 DY 11 DY 1 RB 1 RB 16 RB 10 DY 4 SO 4 CR 3 CR 1 LO 1 LO 7 DB 6 PM 6 DH 2 CR 6 DY6 DY 6 DY 6 DY 53 TB 53 TB 57 TB 59 TB 86 TB 27 TB 1 BO 1 BO JAMES W GI B SON2 8 9 8 THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY-PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR "DEEP-ROOT" 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1-1/2" SHREDDED WOOD MULCH IN ALL PLANTING AREAS (EXCEPT FOR TURF AREAS). CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED. 1.BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HAS READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT. 2.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO REMAIN). 3.IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. a.BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. b.CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. c.THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d.AFTER INSTALLING SOIL AMENDMENTS IN SHRUB AREAS, AND IN ORDER TO ALLOW FOR PROPER MULCH DEPTH, ENSURE THAT THE FINISH GRADE IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 3" BELOW FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE. e.AFTER INSTALLING SOIL AMENDMENTS IN TURF AREAS, ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 1" BELOW FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE. f.SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 4.ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS, ETC.). a.THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE. b.NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS). c.THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS. 5.THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THE OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD. 6.SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE THAT ALL NEWLY INSTALLED AND EXISTING PLANTS SHALL SURVIVE FOR ONE YEAR AFTER FINAL OWNER ACCEPTANCE OF THE INSTALLATION WORK. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR APPROPRIATE WATERING OF THE LANDSCAPE THROUGH INSTALLATION OF A PROPERLY DESIGNED IRRIGATION SYSTEM. THE OWNER SHALL APPROVE THE SYSTEM DESIGN BEFORE INSTALLATION OF PLANTS OR IRRIGATION. ROOT BARRIERS MULCHES PLANTING AND IRRIGATION GUARANTEE GENERAL GRADING AND PLANTING NOTES LANDSCAPE CALCULATIONS Building Floor Area 2,250 SF 1,125 SF 34,056 SF Parking Lot Landscape PROVIDEDREQUIRED 11% parking between bldg. and R.O.W.33 spaces 495 sf 828 sf 100% SUMMARY CHART - INTERIOR LANDSCAPE Required or Provided Landscape Area (Sq. ft.) % of area in front or side Canopy Trees Accent Trees Shrubs Ground Cover (Sq. Ft.) Seasonal Color Required Provided 75%2 5 28 168 SF 168 SF 39 SF 23 SF 3 spaces 2*5 37 33 x 15 SF = 495 SUMMARY CHART - BUFFERYARDS LOCATION REQUIRED / PROVIDED LENGTH BUFFERYARD WIDTH - TYPE CANOPY TREES ACCENT TREES SHRUBS FENCE / SCREENING NORTH REQUIRED 523'5' - A 5*10 43 none PROVIDED 523'5' - A 5 10 43 none EAST REQUIRED 95'15' - S 4 4 12 none PROVIDED 95'15' - S 4 4 12 none SOUTH REQUIRED 546'10' - F1 16 33 44 none PROVIDED 546'10' - F1 4***16**44 none WEST REQUIRED 120'5' - A 1 2 10 none PROVIDED 120'5' - A 1 2 10 none 5 gal. Proposed Zoning SP-2 1 per 500 1 per 250 1 per 40 15%2% City of Southlake, Texas 10.1 GENERAL: THE OWNER SHALL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE IN PERPETUITY OF ALL LANDSCAPING AND IRRIGATION. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING, KEEPING BEDS MULCHED IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICES OR AS RECOMMENDED BY THE LANDSCAPE ADMINISTRATOR AND OTHER SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER; WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT A PART OF THE LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. ALL IRRIGATION HEADS OR LINES WHICH ARE BROKEN AND FLOW WATER SHALL BE REPLACED/REPAIRED IMMEDIATELY TO PREVENT THE WASTE OF WATER. MAINTENANCE NOTE KARTHINK & ASSOCIATES REALTY LLC, LP 190 DAVIS BLVD. SOUTHLAKE, TX 76092 OWNER REVISIONS---------HTeaO190 DAVIS BLVD.,SOUHTLAKE, TX 76092LOT 5R1R1, PARKER'S CORNER) © Bowman Consulting Group, Ltd.TBPE Firm Registration No. 6612Know what's below. before you dig.Call R JWG JWG RM 070443-01-001Phone: (972) 497-2990Fax: (512) 327-4062www.bowmanconsulting.com1120 S. Capital of Texas Hwy.,Building #3Austin, Texas 78746LP-1LANDSCAPE PLANTING*INCLUDES 3 EXISTING TREES (#318 - 12" CAL., #317 - 12", #310 - 12" CAL) **EXISTING TREE CANOPY PREVENT THE PLANTING OF ALL REQUIRED ACCENT TREES ***INCLUDES 2 EXISTING TREES (#637 - 8" CAL., #302 - 6" CAL) (800) 680-6630 15455 Dallas Pkwy., Ste 600 Addison, TX 75001 www.EvergreenDesignGroup.com EVERGREEN D E S I G N G R O U P NOTE: M = MITIGATION TREE DATE: 11/29/21 M M M M M M M M M M ACCENT TREES CODE BOTANICAL / COMMON NAME ROOT CONT HEIGHT QTY RB Cercis canadensis / Eastern Redbud 30 gal.2" Cal.8` min.28 CR Lagerstroemia indica x fauriei `Tuscarora` / Tuscarora Crape Myrtle 30 gal.2" Cal.8` min.9 Multi Trunk 3-5 canes CANOPY TREES CODE BOTANICAL / COMMON NAME ROOT CONT HEIGHT QTY BO Quercus macrocarpa / Burr Oak B & B 4" Cal 12` min.5 CO Quercus muehlenbergii / Chinkapin Oak B&B 4" Cal 12` min.8 SO Quercus shumardii / Shumard Red Oak B&B 2" Cal.10`-12`4 LO Quercus virginiana / Southern Live Oak B&B 4" Cal 12` min.5 CE Ulmus crassifolia / Cedar Elm B&B 4" Cal 12` min.3 EVERGREEN TREES CODE BOTANICAL / COMMON NAME ROOT CONT HEIGHT QTY ET Existing Tree -1 SHRUBS CODE BOTANICAL / COMMON NAME SIZE CONTAINER AB Abelia x grandiflora / Glossy Abelia 3 gal.Cont.6 DB Ilex cornuta `Burfordii Nana` / Dwarf Burford Holly ---Cont.7 24" minimum at the time of planting DY Ilex vomitoria `Nana` / Dwarf Yaupon Holly 3 gal.Cont.121 PM Muhlenbergia capillaris / Pink Muhly Grass 5 gal.Cont.6 DH Rhaphiolepis indica `Pinkie` / Pinkie Indian Hawthorn 3 gal.Cont.6 GROUND COVERS CODE BOTANICAL / COMMON NAME QTY TB2 Seasonal Color / Plants to be chosen by owner 39 TB Trachelospermum asiaticum 'Bronze Beauty' / Bronze Beauty Asiatic Jasmine 500 SOD/SEED CODE BOTANICAL / COMMON NAME QTY CD Cynodon dactylon `Tif 419` / Tif 419 Bermuda Grass 6,066 sf Solid sod all disturbed areas not designated as shrub or groundcover planting beds PLANT SCHEDULE Scale 1" = 20' 10'40'20'0' *INCLUDES 2 EXISTING TREES (#339 - 18" CAL., #341 - 14" CAL) EXISTING TREE #637 TO REMAIN AND IS BEING USED AS A BUFFERYARD TREE STEEL EDGING BETWEEN TURF AND SHRUBS (TYP.) EXISTING TREE #302 TO REMAIN AND IS BEING USED AS A BUFFERYARD TREE EXISTING TREES #318 AND #317 TO REMAIN AND ARE BEING USED AS A BUFFERYARD TREE EXISTING TREE #310 TO REMAIN AND IS BEING USED AS A BUFFERYARD TREE TREE MITIGATION TOTAL TREE CALIPER INCHES 505 TOTAL TREE CALIPER INCHES TO REMAIN 365 TOTAL TREE CALIPER INCHES TO BE REMOVED 140 TOTAL TREE CALIPER INCHES REQUIRED TO BE MITIGATED 40* TOTAL MITIGATION TREE CALIPER INCHES 40** *TREES REQUIRING MITIGATION: #304, #305, #347, #348 **SEE SYMBOL AT TREES DESIGNATED AS MITIGATION TREES (10 4" CALIPER TREES TOTAL) S S S S S S S S S S S S OHEOHEOHEOHEOHE OHEGOHEEX. 50' BUILDING LINEINS. NO. D201074257,O.P.R.T.C.T.W WW W S00°57'53"E 65.12' S89°12'05"W 24.35'S42°51'14"W ~ 73.14' N89°15'25"W ~ 447.91'N01°03'16"W ~ 120.06'S89°15'25"E ~ 523.12' SV40032 SPRINKLER VALVE653.42 T 40094FIRE HYDRANT 651.83 2" METAL PIPE U ADOPT A HIGHWAY SIGN 4"X4" METAL POST BASE4"X4" METAL POST BASE4"X4" METAL POST BASE T GAS OBSERVATION WELL GMK S S S S S S S S S S SSW S S S S S S S S S S S S OHEOHEOHEOHEOHE OHEGOHEEX. 50' BUILDING LINEINS. NO. D201074257,O.P.R.T.C.T.W WW W S00°57'53"E 65.12' S89°12'05"W 24.35'S42°51'14"W ~ 73.14' N89°15'25"W ~ 447.91'N01°03'16"W ~ 120.06'S89°15'25"E ~ 523.12' SV40032 SPRINKLER VALVE653.42 T 40094FIRE HYDRANT 651.83 2" METAL PIPE U ADOPT A HIGHWAY SIGN 4"X4" METAL POST BASE4"X4" METAL POST BASE4"X4" METAL POST BASE T GAS OBSERVATION WELL GMKLODLODL O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LODLOD LOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD 1 CE 2 RB 8 RB 1 CE 6 AB 22 DY 21 DY 30 TB 83 TB 1 CE 2 CO 3 CO 3 BO 3 CO 3 LO 11 DY 11 DY 11 DY 11 DY 1 RB 1 RB 16 RB 10 DY 4 SO 4 CR 3 CR 1 LO 1 LO 7 DB 6 PM 6 DH 2 CR 6 DY6 DY 6 DY 6 DY 53 TB 53 TB 57 TB 59 TB 86 TB 27 TB 1 BO 1 BO JAMES W GI B SON2 8 9 8 THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY-PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR "DEEP-ROOT" 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1-1/2" SHREDDED WOOD MULCH IN ALL PLANTING AREAS (EXCEPT FOR TURF AREAS). CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED. 1.BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HAS READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT. 2.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO REMAIN). 3.IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. a.BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. b.CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. c.THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d.AFTER INSTALLING SOIL AMENDMENTS IN SHRUB AREAS, AND IN ORDER TO ALLOW FOR PROPER MULCH DEPTH, ENSURE THAT THE FINISH GRADE IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 3" BELOW FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE. e.AFTER INSTALLING SOIL AMENDMENTS IN TURF AREAS, ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 1" BELOW FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE. f.SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 4.ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS, ETC.). a.THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE. b.NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS). c.THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS. 5.THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THE OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD. 6.SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE THAT ALL NEWLY INSTALLED AND EXISTING PLANTS SHALL SURVIVE FOR ONE YEAR AFTER FINAL OWNER ACCEPTANCE OF THE INSTALLATION WORK. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR APPROPRIATE WATERING OF THE LANDSCAPE THROUGH INSTALLATION OF A PROPERLY DESIGNED IRRIGATION SYSTEM. THE OWNER SHALL APPROVE THE SYSTEM DESIGN BEFORE INSTALLATION OF PLANTS OR IRRIGATION. ROOT BARRIERS MULCHES PLANTING AND IRRIGATION GUARANTEE GENERAL GRADING AND PLANTING NOTES LANDSCAPE CALCULATIONS Building Floor Area 2,250 SF 1,125 SF 34,056 SF Parking Lot Landscape PROVIDEDREQUIRED 11% parking between bldg. and R.O.W.33 spaces 495 sf 828 sf 100% SUMMARY CHART - INTERIOR LANDSCAPE Required or Provided Landscape Area (Sq. ft.) % of area in front or side Canopy Trees Accent Trees Shrubs Ground Cover (Sq. Ft.) Seasonal Color Required Provided 75%2 5 28 168 SF 168 SF 39 SF 23 SF 3 spaces 2*5 37 33 x 15 SF = 495 SUMMARY CHART - BUFFERYARDS LOCATION REQUIRED / PROVIDED LENGTH BUFFERYARD WIDTH - TYPE CANOPY TREES ACCENT TREES SHRUBS FENCE / SCREENING NORTH REQUIRED 523'5' - A 5*10 43 none PROVIDED 523'5' - A 5 10 43 none EAST REQUIRED 95'15' - S 4 4 12 none PROVIDED 95'15' - S 4 4 12 none SOUTH REQUIRED 546'10' - F1 16 33 44 none PROVIDED 546'10' - F1 4***16**44 none WEST REQUIRED 120'5' - A 1 2 10 none PROVIDED 120'5' - A 1 2 10 none 5 gal. Proposed Zoning SP-2 1 per 500 1 per 250 1 per 40 15%2% City of Southlake, Texas 10.1 GENERAL: THE OWNER SHALL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE IN PERPETUITY OF ALL LANDSCAPING AND IRRIGATION. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING, KEEPING BEDS MULCHED IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICES OR AS RECOMMENDED BY THE LANDSCAPE ADMINISTRATOR AND OTHER SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER; WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT A PART OF THE LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. ALL IRRIGATION HEADS OR LINES WHICH ARE BROKEN AND FLOW WATER SHALL BE REPLACED/REPAIRED IMMEDIATELY TO PREVENT THE WASTE OF WATER. MAINTENANCE NOTE KARTHINK & ASSOCIATES REALTY LLC, LP 190 DAVIS BLVD. SOUTHLAKE, TX 76092 OWNER REVISIONS---------HTeaO190 DAVIS BLVD.,SOUHTLAKE, TX 76092LOT 5R1R1, PARKER'S CORNER) © Bowman Consulting Group, Ltd.TBPE Firm Registration No. 6612Know what's below. before you dig.Call R JWG JWG RM 070443-01-001Phone: (972) 497-2990Fax: (512) 327-4062www.bowmanconsulting.com1120 S. Capital of Texas Hwy.,Building #3Austin, Texas 78746LP-1LANDSCAPE PLANTING*INCLUDES 3 EXISTING TREES (#318 - 12" CAL., #317 - 12", #310 - 12" CAL) **EXISTING TREE CANOPY PREVENT THE PLANTING OF ALL REQUIRED ACCENT TREES ***INCLUDES 2 EXISTING TREES (#637 - 8" CAL., #302 - 6" CAL) (800) 680-6630 15455 Dallas Pkwy., Ste 600 Addison, TX 75001 www.EvergreenDesignGroup.com EVERGREEN D E S I G N G R O U P NOTE: M = MITIGATION TREE DATE: 11/29/21 M M M M M M M M M M ACCENT TREES CODE BOTANICAL / COMMON NAME ROOT CONT HEIGHT QTY RB Cercis canadensis / Eastern Redbud 30 gal.2" Cal.8` min.28 CR Lagerstroemia indica x fauriei `Tuscarora` / Tuscarora Crape Myrtle 30 gal.2" Cal.8` min.9 Multi Trunk 3-5 canes CANOPY TREES CODE BOTANICAL / COMMON NAME ROOT CONT HEIGHT QTY BO Quercus macrocarpa / Burr Oak B & B 4" Cal 12` min.5 CO Quercus muehlenbergii / Chinkapin Oak B&B 4" Cal 12` min.8 SO Quercus shumardii / Shumard Red Oak B&B 2" Cal.10`-12`4 LO Quercus virginiana / Southern Live Oak B&B 4" Cal 12` min.5 CE Ulmus crassifolia / Cedar Elm B&B 4" Cal 12` min.3 EVERGREEN TREES CODE BOTANICAL / COMMON NAME ROOT CONT HEIGHT QTY ET Existing Tree -1 SHRUBS CODE BOTANICAL / COMMON NAME SIZE CONTAINER AB Abelia x grandiflora / Glossy Abelia 3 gal.Cont.6 DB Ilex cornuta `Burfordii Nana` / Dwarf Burford Holly ---Cont.7 24" minimum at the time of planting DY Ilex vomitoria `Nana` / Dwarf Yaupon Holly 3 gal.Cont.121 PM Muhlenbergia capillaris / Pink Muhly Grass 5 gal.Cont.6 DH Rhaphiolepis indica `Pinkie` / Pinkie Indian Hawthorn 3 gal.Cont.6 GROUND COVERS CODE BOTANICAL / COMMON NAME QTY TB2 Seasonal Color / Plants to be chosen by owner 39 TB Trachelospermum asiaticum 'Bronze Beauty' / Bronze Beauty Asiatic Jasmine 500 SOD/SEED CODE BOTANICAL / COMMON NAME QTY CD Cynodon dactylon `Tif 419` / Tif 419 Bermuda Grass 6,066 sf Solid sod all disturbed areas not designated as shrub or groundcover planting beds PLANT SCHEDULE Scale 1" = 20' 10'40'20'0' *INCLUDES 2 EXISTING TREES (#339 - 18" CAL., #341 - 14" CAL) EXISTING TREE #637 TO REMAIN AND IS BEING USED AS A BUFFERYARD TREE STEEL EDGING BETWEEN TURF AND SHRUBS (TYP.) EXISTING TREE #302 TO REMAIN AND IS BEING USED AS A BUFFERYARD TREE EXISTING TREES #318 AND #317 TO REMAIN AND ARE BEING USED AS A BUFFERYARD TREE EXISTING TREE #310 TO REMAIN AND IS BEING USED AS A BUFFERYARD TREE TREE MITIGATION TOTAL TREE CALIPER INCHES 505 TOTAL TREE CALIPER INCHES TO REMAIN 365 TOTAL TREE CALIPER INCHES TO BE REMOVED 140 TOTAL TREE CALIPER INCHES REQUIRED TO BE MITIGATED 40* TOTAL MITIGATION TREE CALIPER INCHES 40** *TREES REQUIRING MITIGATION: #304, #305, #347, #348 **SEE SYMBOL AT TREES DESIGNATED AS MITIGATION TREES (10 4" CALIPER TREES TOTAL) S S S S S S S S S S S S OHEOHEOHEOHEOHE OHEGOHEEX. 50' BUILDING LINEINS. NO. D201074257,O.P.R.T.C.T.WV RIM EL=656.34' TN EL=653.82' WV RIM EL=656.41' TN EL=653.29' WV RIM EL=654.04' TN EL=649.57' WV RIM EL=654.13' TN EL=649.37' W WW W S00°57'53"E 65.12' S89°12'05"W 24.35'S42°51'14"W ~ 73.14' N89°15'25"W ~ 447.91'N01°03'16"W ~ 120.06'S89°15'25"E ~ 523.12' 301 302 307 310311 317318 319 320 321 322 323 324 325 326 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 637 403 SV40032 SPRINKLER VALVE653.42 T 40094FIRE HYDRANT 651.83 2" METAL PIPE U ADOPT A HIGHWAY SIGN 4"X4" METAL POST BASE4"X4" METAL POST BASE4"X4" METAL POST BASE T GAS OBSERVATION WELL GMK 303 304 305 306 308 309 312 313 314315 316 344 636 345 346 347 348 1348 S S S S S S S S S S SSW S S S S S S S S S S S S OHEOHEOHEOHEOHE OHEGOHEEX. 50' BUILDING LINEINS. NO. D201074257,O.P.R.T.C.T.WV RIM EL=656.34' TN EL=653.82' WV RIM EL=656.41' TN EL=653.29' WV RIM EL=654.04' TN EL=649.57' WV RIM EL=654.13' TN EL=649.37' W WW W S00°57'53"E 65.12' S89°12'05"W 24.35'S42°51'14"W ~ 73.14' N89°15'25"W ~ 447.91'N01°03'16"W ~ 120.06'S89°15'25"E ~ 523.12' 301 302 307 310311 317318 319 320 321 322 323 324 325 326 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 637 403 SV40032 SPRINKLER VALVE653.42 T 40094FIRE HYDRANT 651.83 2" METAL PIPE U ADOPT A HIGHWAY SIGN 4"X4" METAL POST BASE4"X4" METAL POST BASE4"X4" METAL POST BASE T GAS OBSERVATION WELL GMK 303 304 305 306 308 309 312 313 314315 316 344 636 345 346 347 348 1348 LODLODL O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LODLOD LOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD JAMES W GI B SON2 8 9 8 TREE PRESERVATION SUMMARY GROSS SITE AREA 60,002 SF EXISTING CANOPY TREE TOTAL AREA 40,430 SF 67.4% EXISTING TREE CANOPY TO BE REMOVED 23,892 SF 59.1% EXISTING TREE CANOPY TO REMAIN 16,538 SF 40.8% NOTE: TRESS CANOPY CALCULATIONS ARE APPROXIMATE BASED ON THE LOCATIONS FROM TREE LOCATIONS FROM TREE SURVEY COMBINED WITH AERIAL IMAGERY XXX XXX EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED LOD LIMITS OF DISTURBANCE TREE PROTECTION FENCE LEGEND EXISTING TREE LIST TD-1TREE CONSERVATION PLAN(800) 680-6630 15455 Dallas Pkwy., Ste 600 Addison, TX 75001 www.EvergreenDesignGroup.com EVERGREEN D E S I G N G R O U P EXISTING TREE CANOPY 100 YR FLOODPLAIN REVISIONS---------HTeaO190 DAVIS BLVD.,SOUHTLAKE, TX 76092LOT 5R1R1, PARKER'S CORNER) © Bowman Consulting Group, Ltd.TBPE Firm Registration No. 6612Know what's below. before you dig.Call R JWG JWG RM 070443-01-001Phone: (972) 497-2990Fax: (512) 327-4062www.bowmanconsulting.com1120 S. Capital of Texas Hwy.,Building #3Austin, Texas 78746PARKING MATERIAL STORAGE CONSTRUCTION ENTRANCE/EXIT CONCRETE WASHOUT CRITICAL ROOT ZONE TREE MITIGATION TOTAL TREE CALIPER INCHES 505 TOTAL TREE CALIPER INCHES TO REMAIN 365 TOTAL TREE CALIPER INCHES TO BE REMOVED 140 TOTAL TREE CALIPER INCHES REQUIRED TO BE MITIGATED 40* DATE: 11/29/21 *TREES REQUIRING MITIGATION: #304, #305, #347, #348 650655651652653 654 656657 649 648647646645644643642641640639638637 636 635634633632631 630 632 629633634635631631628629654653653651654652651 6 5 0 6 4 9 6 4 96476 4 8647 648645646644643645643646 6486476486556 4 1 645 643 644 646 647 648 649 650 651 652 653 654 653652 654 655651651651650650 649 649 646647 6456456446436426426416406406 4 2 642 650652654653 SS SS SS SS SS SSHTeaO 2,250 S.F FFE: 651.00' W W S S S S S S S S S S S S S S S S S CALLED: 0.93 ACRES LYNBA HOLDINGS, LLC INS. NO. D221138819, O.P.R.T.C.T.OHEOHEOHEOHEOHEOHEOHE OHE OHEGGOHEOHEEX. 50' BUILDING LINEINS. NO. D201074257,O.P.R.T.C.T.RETAINING WALL (BRICK) DUMPSTER ENCLOSURE (STONE) FOR SALE SIGN DAVIS BOULEVARD(VARIABLE WIDTH PUBLIC R.O.W.)(F.M. HIGHWAY NO. 1938)ATMOS WV RIM EL=656.34' TN EL=653.82' WV RIM EL=656.41' TN EL=653.29' WV RIM EL=654.04' TN EL=649.57' WV RIM EL=654.13' TN EL=649.37' SONIC KIOSK COVER ATMOS ATMOS W W WWWWWWW W WW W ABANDONED 6" WATER LINE OLD LOT LINE LOT 4 PARKER'S CORNER VOL. 388-150, PG. 49 P.R.T.C.T. PARKER'S CORNER INS. NO. D201074257 O.P.R.D.C.T.LOT 5R2-R1 PARKER'S CORNER INS. NO. D201074257 O.P.R.D.C.T.CALLED: 2.5852 ACRESRAED AJLOUNIINS. NO. D217137009,O.P.R.T.C.T.L.U.D.= OFFICE COMMERCIALAND 100-YR FLOODPLAINCURRENT ZONING: AGEX. 15' UTILITY EASEMENT VOL. 388-150, PG. 49, P.R.T.C.T. EX. 5' X 10' WATER EASEMENT INS. NO. D201074257, O.P.R.T.C.T. EX. STATE OF TEXAS DRAINAGE EASEMENT VOL. 9882, PG. 396, D.R.T.C.T. EX. 15' U TILI T Y E A S E M E N T TO T H E CI T Y O F S O U T HL A K E VOL. 111077, P G. 183, D.R. T. C. T. EX. STATE OF TEXAS DRAINAGE EASEMENT VOL. 9882, PG. 396, D.R.T.C.T.EX. DRA INAGE EASEMENTCAB. A , S L . 1 8 5 8 ,P.R . T .C . T . EX. 24' WIDE COMMON ACCESS EASEMENT INS. NO. D201074257, O.P.R.T.C.T. EX. 24' WI D E C O M M O N ACC E S S E A S E M E N T INS. N O. D201074257, O.P. R. T. C. T. EX. 7.5' UTILITY ESMT. VOL. 388-150, PG. 49, P.R.T.C.T. S00°57'53"E 65.12' S89°12'05"W 24.35'S42°51'14"W ~ 73.14' N89°15'25"W ~ 447.91'N01°03'16"W ~ 120.06'S89°15'25"E ~ 523.12' OWNER LYNBA HOLDINGS, LLC INS. NO. D221138819, O.P.R.T.C.T. L.U.D.= MIXED USE CURRENT ZONING: RE-5 AND AG OWNER KARTHIK & ASSOCIATES REALTY LLC INS. NO. D218183197, O.P.R.T.C.T. L.U.D.= MIXED USE CURRENT ZONING: S-P-2 OWNER ENCORE RETAIL DEVELOPMENT COMPANY, L.P. INS. NO. D201078783, O.P.R.T.C.T. L.U.D.= MIXED USE CURRENT ZONING: S-P-2 5/8" IRF 5/8" IRF X-CUT FND 5/8" IRF5/8" IRF 5/8" CIRF BURY PARTNERS RED OWNER KARTHIK & ASSOCIATES REALTY LLC INS. NO. D218138118, O.P.R.T.C.T. L.U.D: RETAIL COMMERCIAL & 100-YR FLOODPLAIN CURRENT ZONING: S-P-2 EX. 10' UTILITY EASEMENT INS. NO. D201074257, O.P.R.T.C.T.EX. DRA INAGE ESMT . AREAVOL . 1 4 8 2 5 , PG . 2 2 4 ,D.R .T .C .T . TRACT 1 LOT 5R1-R1 PARKER'S CORNER INS. NO. D201074257 O.P.R.T.C.T. 1.3788 ACRES 60,062 SQ. FT. 301 302 307 310311 317318 319 320 321 322 323 324 325 326 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 637 TRACT 2 APPROX. LOCATION OF RECIPROCAL ACCESS ESMT. VOL. 14825, PG. 225, D.R.T.C.T. APPROX. LOCATION OF RECIPROCAL ACCESS ESMT. VOL. 14825, PG. 225, D.R.T.C.T. CURB LINE IS 3.5' OVER PROPERTY LINE ZONE "X"ZONE "AE" APPARENT PUBLIC ACCESS 403 SV40032SPRINKLER VALVE 653.42 T 40094FIRE HYDRANT 651.83 2" METAL PIPE U ADOPT A HIGHWAY SIGN 4"X4" METAL POST BASE4"X4" METAL POST BASE4"X4" METAL POST BASE T GAS OBSERVATION WELL GMK EX. 100-YR FLOODWAY LINE PER KCE ENGINEERING FLOOD STUDY EX. 35' C O N S T R U C TI O N EAS E M E N T VOL. 111077, P G. 183, D.R. T. C. T.5.03%2. 7 9 % 3.6 2 % 4.95% 7. 0 0 %2.59%4.24%4.88% 5.57 % 4.46 % 6 . 8 0%1.80% 7. 0 3 % 72+22 638.94 73+05 639.24 651.00 651.28 651.00 651.00 651.00651.00 651.00 652.11 652.39 652.23652.03 654.06 ME ME 651.21 651.08649.73649.25645.64 646.39 646.63646.28 646.04 645.29643.11 651.68 652.07 648.40 650.45 650.91 652.95 652.70 650.37 650.25 650.62 642.95 642.49 642.64 642.71 643.07 643.52 643.67 643.94 644.42 646.61 646.25 646.48 645.92 645.14 645.83 649.80647.23 647.83 650.86 650.85 650.21 650.11 649.01 654.82 649.37 649.81 OVERHEAD ELEC. U.G. GAS U.G. WATER TREE (AS DESCRIBED) OHE NG W TELEPHONE RISER FIRE HYDRANT WATER METER WATER VALVE POWER POLE LIGHT POLE SIGN IRRIGATION CONTROL VALVE UTILITY PULL BOX SV T U W GAS MARKER GUY WIRE GMK CONCRETE AREA CIRS 5/8 INCH IRON ROD WITH CAP STAMPED O.P.R.T.C.T.OFFICIAL PUBLIC RECORDS TARRANT COUNTY, TEXAS GT 555.55 GUTTER ELEVATION TC 555.55 TOP OF CURB ELEVATION SUBJECT PROPERTY LINE X 555.55 SPOT ELEVATION EC 555.55 EDGE OF CONCRETE ELEVATION TB 555.55 TOP OF BANK ELEVATION IRF IRON ROD FOUND CANOPY - COVERED AREA XCF "X" CUT FOUND EXISTING EASEMENT LINE BUILDING SETBACK LINE CONTROL POINT PROPERTY CORNER MARKER FOUND - AS NOTED TOP OF BANK TOE OF BANK TO 555.55 TOE OF BANK ELEVATION CENTER OF CREEK D.R.T.C.T.DEED RECORDS TARRANT COUNTY, TEXAS P.R.T.C.T.PLAT RECORDS TARRANT COUNTY, TEXAS CIRF IRON ROD WITH CAP FOUND "SPOONER 5922" SET W. SOUTHLA K E B L V D .BROCK DR.MICHAEL DR.DAVIS BLVD.JELLICO CIR.W. S O U T H L A K E B L V D. LOVEGRASS LN S. PEYTONVILLE AVE.GRADING PLANC4.0 PROPOSED LEGEND PROPOSED BUILDING CONCRETE SIDEWALK PROPERTY LINE STD. 6" CONCRETE CURB DIRECTION OF FLOW SPOT ELEVATION MATCH EXISTING EXISTING CONTOUR PROPOSED CONTOUR 2.30% 843.56 ME 843.56 843.56 V:\070443 - HTeaO Davis Blvd Southlake TX (ENG)\070443-01-001 (ENG) - HTeaO Davis Blvd Southlake TX (ENG)\Engineering\Engineering Plans\C5.0 - Grading Plan.dwg, Layout1, November 29, 2021, 11:13 AM, pkokaREVISIONS---------HTeaO190 DAVIS BLVD.,SOUHTLAKE, TX 76092LOT 5R1R1, PARKER'S CORNER) © Bowman Consulting Group, Ltd.TBPE Firm Registration No. 6612Know what's below. before you dig.Call R PK PK RS 070443-01-001Phone: (972) 497-2990Fax: (512) 327-4062www.bowmanconsulting.com1120 S. Capital of Texas Hwy.,Building #3Austin, Texas 78746GRADING & DRAINAGE NOTES 1.CONTRACTOR SHALL SAWCUT AND REPAIR 2' INTO THE EXISTING CONCRETE AT ALL DRIVEWAY CONNECTIONS. 2.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF ALL EXISTING UTILITIES (ABOVE AND BELOW GROUND) AS SHOWN ON THESE PLANS ARE APPROXIMATE AND WERE LOCATED BASED ON EITHER VISUAL OBSERVATIONS AT THE SITE, EXISTING SURVEYS, AND/OR FROM UTILITY OWNERS. THE OWNER DOES NOT GUARANTEE THAT EXISTING UTILITY LOCATIONS ARE EXACT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT LOCATIONS OF EXISTING UTILITIES(ABOVE AND BELOW GROUND) BEFORE BEGINNING ANY CONSTRUCTION. THE CONTRACTOR SHALL CALL APPROPRIATE UTILITY COMPANIES AND THE UTILITIES PROTECTION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY OWNER AND/OR ENGINEER OF ANY UTILITY CONFLICTS WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3.EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILTS AND DEBRIS. 4.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 5.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 6.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTIONS ACTIVITIES. 8.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDING AND FOR ALL NATURAL AND PAVED AREAS. 9.ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL GRASS DISTURBED AREAS IN ACCORDANCE WITH CITY SPECIFICATIONS UNTIL HEALTHY STAND OF GRASS IS OBTAINED. 10.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11.CONTRACTOR TO REVIEW GEOTECHNICAL REPORT PROVIDED BY THE OWNER. 14. CONTRACTOR TO PROVIDE AS-BUILTS OF ALL IMPROVEMENTS TO THE SITE. AS-BUILTS TO INCLUDE HORIZONTAL AND VERTICAL LOCATIONS OF ALL UNDERGROUND UTILITIES INCLUDING, BUT NOT LIMITED TO, PIPES, FITTINGS, STRUCTURES, AND OTHER APPURTENANCES. ELEVATIONS OF PIPES AT CROSSING POINTS MUST BE SUFFICIENT TO IDENTIFY MINIMUM SEPARATION OF UTILITIES. IN ADDITION TO THE AFOREMENTIONED CRITERIA AS-BUILTS MUST MEET ALL LOCAL AND JURISDICTIONAL REQUIREMENTS FOR CERTIFICATION OF CONSTRUCTION. 15.ALL PROPOSED SPOT ELEVATIONS ARE PAVEMENT GRADES, UNLESS OTHERWISE NOTED, TOP OF CURB ELEVATIONS ARE 6 INCH ABOVE ELEVATIONS SHOWN ON THIS PLAN. 16.ALL ELEVATIONS PRESENTED IN THESE PLANS ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF NAVD 88. 17.CONTRACTOR TO MAINTAIN 1' MINIMUM CLEARANCE BETWEEN PIPES. 18.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO ENSURE THAT PUBLIC STREETS AND RIGHT-OF-WAYS ARE KEPT CLEAN OF MUD, DUST OR DEBRIS. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR. 19.CLEAR AND GRUB WITHIN WORK LIMITS FOR ALL SURFACE VEGETATION, TREES, STUMPS, BRUSH, ROOTS, ETC. DO NOT DAMAGE OR REMOVE TRESS EXCEPT AS APPROVED BY THE ENGINEER OR AS SHOWN ON THE DRAWINGS. PROTECT ALL ROOTS TWO INCHES IN DIAMETER OR LARGER. 20.STRIP WORK LIMITS, REMOVING ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED INTO A STABLE MASS. ALL TRESS, BRUSH, AND DEBRIS ASSOCIATED WITH CLEARING, STRIPPING OR GRADING SHALL BE REMOVED AND DISPOSED OFF SITE BY THE CONTRACTOR. 21.IMMEDIATELY FOLLOWING FINE GRADING OPERATIONS, COMPACT SUBGRADE TO 95% OF MAXIMUM DRY DENSITY PER AASHTO T-180 TEST METHOD (MODIFIED PROCTOR). PROOF ROLLING WITH A LOADED DUMP TRUCK IS A SUITABLE ALTERNATIVE TO THIS PROJECT. 22.ALL EXISTING AND CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, GAS VALVES, WATER VALVES, AND SIMILAR STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT, SIDEWALK, LANDSCAPED AREA, OR MEDIAN STRIP WHEREIN THEY LIE. VICINITY MAP SCALE: NTS EXISTING LEGEND S S S S S S S S S S S S S S S S S CALLED: 0.93 ACRES LYNBA HOLDINGS, LLC INS. NO. D221138819, O.P.R.T.C.T.OHEOHEOHEOHEOHEOHEOHE OHE OHEGGOHEOHEEX. 50' BUILDING LINEINS. NO. D201074257,O.P.R.T.C.T.RETAINING WALL (BRICK) DUMPSTER ENCLOSURE (STONE) FOR SALE SIGN DAVIS BOULEVARD(VARIABLE WIDTH PUBLIC R.O.W.)(F.M. HIGHWAY NO. 1938)ATMOS WV RIM EL=656.34' TN EL=653.82' WV RIM EL=656.41' TN EL=653.29' WV RIM EL=654.04' TN EL=649.57' WV RIM EL=654.13' TN EL=649.37' SONIC KIOSK COVER ATMOS ATMOS W W WWWWWWW W WW W ABANDONED 6" WATER LINE OLD LOT LINE LOT 4 PARKER'S CORNER VOL. 388-150, PG. 49 P.R.T.C.T. PARKER'S CORNER INS. NO. D201074257 O.P.R.D.C.T.LOT 5R2-R1 PARKER'S CORNER INS. NO. D201074257 O.P.R.D.C.T.CALLED: 2.5852 ACRESRAED AJLOUNIINS. NO. D217137009,O.P.R.T.C.T.L.U.D.= OFFICE COMMERCIALAND 100-YR FLOODPLAINCURRENT ZONING: AGEX. 15' UTILITY EASEMENT VOL. 388-150, PG. 49, P.R.T.C.T. EX. 5' X 10' WATER EASEMENT INS. NO. D201074257, O.P.R.T.C.T. EX. STATE OF TEXAS DRAINAGE EASEMENT VOL. 9882, PG. 396, D.R.T.C.T. EX. 15' U TILI T Y E A S E M E N T TO T H E CI T Y O F S O U T HL A K E VOL. 111077, P G. 183, D.R. T. C. T. EX. STATE OF TEXAS DRAINAGE EASEMENT VOL. 9882, PG. 396, D.R.T.C.T.EX. DRA INAGE EASEMENTCAB. A , S L . 1 8 5 8 ,P.R . T .C . T . EX. 24' WIDE COMMON ACCESS EASEMENT INS. NO. D201074257, O.P.R.T.C.T. EX. 24' WI D E C O M M O N ACC E S S E A S E M E N T INS. N O. D201074257, O.P. R. T. C. T. EX. 7.5' UTILITY ESMT. VOL. 388-150, PG. 49, P.R.T.C.T. S00°57'53"E 65.12' S89°12'05"W 24.35'S42°51'14"W ~ 73.14' N89°15'25"W ~ 447.91'N01°03'16"W ~ 120.06'S89°15'25"E ~ 523.12' OWNER LYNBA HOLDINGS, LLC INS. NO. D221138819, O.P.R.T.C.T. L.U.D.= MIXED USE CURRENT ZONING: RE-5 AND AG OWNER KARTHIK & ASSOCIATES REALTY LLC INS. NO. D218183197, O.P.R.T.C.T. L.U.D.= MIXED USE CURRENT ZONING: S-P-2 OWNER ENCORE RETAIL DEVELOPMENT COMPANY, L.P. INS. NO. D201078783, O.P.R.T.C.T. L.U.D.= MIXED USE CURRENT ZONING: S-P-2 5/8" IRF 5/8" IRF X-CUT FND 5/8" IRF5/8" IRF 5/8" CIRF BURY PARTNERS RED OWNER KARTHIK & ASSOCIATES REALTY LLC INS. NO. D218138118, O.P.R.T.C.T. L.U.D: RETAIL COMMERCIAL & 100-YR FLOODPLAIN CURRENT ZONING: S-P-2 EX. 10' UTILITY EASEMENT INS. NO. D201074257, O.P.R.T.C.T.EX. DRA INAGE ESMT . AREAVOL . 1 4 8 2 5 , PG . 2 2 4 ,D.R .T .C .T . TRACT 1 LOT 5R1-R1 PARKER'S CORNER INS. NO. D201074257 O.P.R.T.C.T. 1.3788 ACRES 60,062 SQ. FT. 301 302 307 310311 317318 319 320 321 322 323 324 325 326 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 637 TRACT 2 APPROX. LOCATION OF RECIPROCAL ACCESS ESMT. VOL. 14825, PG. 225, D.R.T.C.T. APPROX. LOCATION OF RECIPROCAL ACCESS ESMT. VOL. 14825, PG. 225, D.R.T.C.T. CURB LINE IS 3.5' OVER PROPERTY LINE ZONE "X"ZONE "AE" APPARENT PUBLIC ACCESS 403 SV40032SPRINKLER VALVE 653.42 T 40094FIRE HYDRANT 651.83 2" METAL PIPE U ADOPT A HIGHWAY SIGN 4"X4" METAL POST BASE4"X4" METAL POST BASE4"X4" METAL POST BASE T GAS OBSERVATION WELL GMK EX. 100-YR FLOODWAY LINE PER KCE ENGINEERING FLOOD STUDY EX. 35' C O N S T R U C TI O N EAS E M E N T VOL. 111077, P G. 183, D.R. T. C. T.650655651652653 654 656657 649 648647646645644643642641640639638637 636 635634633632631 630 632 629633634635631631628629654653653651654652651 6 5 0 6 4 9 6 4 96476 4 8647 648645646644643645643646 6486476486556 4 1 645 643 644 646 647 648 649 650 651 652 653 654 653652 654 655651651651650650 649 649 646647 6456456446436426426416406406 4 2 642 650652654653 S S S S S S S S S S S S S S SSSHTeaO 2,250 S.F FFE: 651.00' W W CONNECT TO EXISTING WATER MAIN WITH SERVICE SADDLE AND VALVE. 2" WATER METER 93 LF - 2" PVC DOMESTIC SERVICE WATER LINE BUILDING CONNECTION BUILDING CONNECTION 1,500 GALLON GREASE TRAP4" SANITARY SEWER LINECONNECT TO EXISTING 10" SEWER LINE (EX. SEWER INVERT TO BE FIELD VERIFIED) EXISTING 10" SEWER LINE OVERHEAD ELEC. U.G. GAS U.G. WATER TREE (AS DESCRIBED) OHE NG W TELEPHONE RISER FIRE HYDRANT WATER METER WATER VALVE POWER POLE LIGHT POLE SIGN IRRIGATION CONTROL VALVE UTILITY PULL BOX SV T U W GAS MARKER GUY WIRE GMK CONCRETE AREA CIRS 5/8 INCH IRON ROD WITH CAP STAMPED O.P.R.T.C.T.OFFICIAL PUBLIC RECORDS TARRANT COUNTY, TEXAS GT 555.55 GUTTER ELEVATION TC 555.55 TOP OF CURB ELEVATION SUBJECT PROPERTY LINE X 555.55 SPOT ELEVATION EC 555.55 EDGE OF CONCRETE ELEVATION TB 555.55 TOP OF BANK ELEVATION IRF IRON ROD FOUND CANOPY - COVERED AREA XCF "X" CUT FOUND EXISTING EASEMENT LINE BUILDING SETBACK LINE CONTROL POINT PROPERTY CORNER MARKER FOUND - AS NOTED TOP OF BANK TOE OF BANK TO 555.55 TOE OF BANK ELEVATION CENTER OF CREEK D.R.T.C.T.DEED RECORDS TARRANT COUNTY, TEXAS P.R.T.C.T.PLAT RECORDS TARRANT COUNTY, TEXAS CIRF IRON ROD WITH CAP FOUND "SPOONER 5922" SET W. SOUTHLA K E B L V D .BROCK DR.MICHAEL DR.DAVIS BLVD.JELLICO CIR.W. S O U T H L A K E B L V D. LOVEGRASS LN S. PEYTONVILLE AVE.PROPOSED LEGEND PROPOSED BUILDING CONCRETE SIDEWALK PROPERTY LINE STD. 6" CONCRETE CURB WATER LINE SANITARY SEWER LINE W S S UTILITY NOTES 1.CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND IS RESPONSIBLE TO REPAIR ANY DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.ALL UTILITIES ARE SHOWN FROM INFORMATION GATHERED AND SHOULD NOT BE USED AS EXACT. CONTRACTOR SHALL VERIFY EXACT DEPTHS AND LOCATIONS PRIOR TO UTILITY INSTALLATION AND NOTIFY THE ENGINEER OF RECORD IF THERE ARE ANY DEVIATIONS ROM WHAT IS SHOWN ON PLANS. 3.CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY FOR INSTALLATION AND SPECIFICATION REQUIREMENTS. 4.ALL PIPE MATERIALS SHALL COMPLY WITH LOCAL REGULATIONS. 5.ALL TRENCHING AND BEDDING SHALL BE PER THE UTILITY TRENCH AND BEDDING DETAIL. 6.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR ALL BUILDING UTILITY TIE INS. 7. THE CONTRACTOR IS TO FIELD VERIFY THE EXACT LOCATIONS AND DEPTHS OF UTILITY LINES. 8.ALL CERTIFICATES AND SHOP DRAWINGS MUST BE SUBMITTED, REVIEWED, AND APPROVED PRIOR TO STARTING CONSTRUCTION. 9.CONTRACTOR TO PROVIDE AS-BUILTS OF ALL IMPROVEMENTS TO THE SITE. AS-BUILTS TO INCLUDE HORIZONTAL AND VERTICAL LOCATIONS OF ALL UNDERGROUND UTILITIES INCLUDING, BUT NOT LIMITED TO, PIPES, FITTINGS, STRUCTURES, AND OTHER APPURTENANCES. ELEVATIONS OF PIPES AT CROSSING POINTS MUST BE SUFFICIENT TO IDENTIFY MINIMUM SEPARATION OF UTILITIES AS DEFINED BY ENGINEER. IN ADDITION TO THE AFOREMENTIONED CRITERIA, AS-BUILTS MUST MEET ALL LOCAL AND JURISDICTIONAL REQUIREMENTS FOR CERTIFICATION OF CONSTRUCT. 10. UNDERGROUND UTILITIES TO BE FIELD VERIFIED IN RIGHT-OF-WAY WORK WITH EXISTING UTILITIES. 11. UTILITY CONNECTIONS ARE SHOWN TO WITHIN 5 FEET OF THE BUILDING. CONTRACTOR TO REFER TO BUILDING PLANS FOR EXACT CONNECTION POINTS ON BUILDING AND VERIFY THAT THERE ARE NO CONFLICTS PRIOR TO START OF CONSTRUCTION.+ 12. ALL EXISTING AND PROPOSED WATER VALVES TYPES AND LOCATIONS ARE TO BE APPROVED BY THE CITY OF SOUTHLAKE PUBLIC WORKS DEPARTMENT.VICINITY MAP SCALE: NTS EXISTING LEGEND V:\070443 - HTeaO Davis Blvd Southlake TX (ENG)\070443-01-001 (ENG) - HTeaO Davis Blvd Southlake TX (ENG)\Engineering\Engineering Plans\C4.0 - Utility Plan.dwg, Layout1, November 29, 2021, 11:11 AM, pkokaREVISIONS---------HTeaO190 DAVIS BLVD.,SOUHTLAKE, TX 76092LOT 5R1R1, PARKER'S CORNER) © Bowman Consulting Group, Ltd.TBPE Firm Registration No. 6612Know what's below. before you dig.Call R PK PK RS 070443-01-001Phone: (972) 497-2990Fax: (512) 327-4062www.bowmanconsulting.com1120 S. Capital of Texas Hwy.,Building #3Austin, Texas 78746UTILITY PLANC1.0 EX. 35' CONSTRUCTIONEASEMENTVOL. 111077, PG. 183,D.R.T.C.T.EX. 100-YR FLOODWAYLINE PER KCE ENGINEERINGFLOOD STUDYGMKGAS OBSERVATION WELL4"X4" METAL POST BASE4"X4" METAL POST BASE4"X4" METAL POST BASE2" METAL PIPE651.83FIRE HYDRANT40094653.42SPRINKLER VALVE40032APPROX. LOCATION OFRECIPROCAL ACCESSESMT.VOL. 14825, PG. 225,D.R.T.C.T.TRACT 1LOT 5R1-R1PARKER'S CORNERINS. NO. D201074257O.P.R.T.C.T.E X . D R A IN A G E E S M T . A R E A V O L. 14825, P G . 224,D .R .T .C .T .EX. 10' UTILITY EASEMENTINS. NO. D201074257,O.P.R.T.C.T.OWNERKARTHIK &ASSOCIATES REALTY LLCINS. NO. D218138118,O.P.R.T.C.T.L.U.D: RETAIL COMMERCIAL &100-YR FLOODPLAINCURRENT ZONING: S-P-2OWNERENCORE RETAILDEVELOPMENT COMPANY, L.P.INS. NO. D201078783,O.P.R.T.C.T.L.U.D.= MIXED USECURRENT ZONING: S-P-2OWNERKARTHIK &ASSOCIATES REALTY LLCINS. NO. D218183197,O.P.R.T.C.T.L.U.D.= MIXED USECURRENT ZONING: S-P-2OWNERLYNBA HOLDINGS, LLCINS. NO. D221138819,O.P.R.T.C.T.L.U.D.= MIXED USECURRENT ZONING: RE-5 AND AGEX. 7.5' UTILITY ESMT.VOL. 388-150, PG. 49,P.R.T.C.T.EX. 24' WIDE COMMONACCESS EASEMENTINS. NO. D201074257,O.P.R.T.C.T.EX. 24' WIDE COMMONACCESS EASEMENTINS. NO. D201074257,O.P.R.T.C.T.E X . D R A IN A G E E A S E M E N T C A B . A , S L. 1858,P .R .T .C .T .EX. 15' UTILITY EASEMENTTO THE CITY OF SOUTHLAKEVOL. 111077, PG. 183,D.R.T.C.T.EX. 5' X 10' WATER EASEMENTINS. NO. D201074257,O.P.R.T.C.T.EX. 15' UTILITY EASEMENTVOL. 388-150, PG. 49,P.R.T.C.T.CALLED: 2.5852 ACRESRAED AJLOUNIINS. NO. D217137009,O.P.R.T.C.T.L.U.D.= OFFICE COMMERCIALAND 100-YR FLOODPLAINCURRENT ZONING: AGLOT 5R1-R2PARKER'S CORNERINS. NO. D201074257O.P.R.D.C.T.LOT 4PARKER'S CORNERVOL. 388-150, PG. 49P.R.T.C.T.ATMOSSONICKIOSKCOVERATMOSDAVIS BOULEVARD(VARIABLE WIDTH PUBLIC R.O.W.)(F.M. HIGHWAY NO. 1938)FOR SALESIGNDUMPSTERENCLOSURE(STONE)RETAININGWALL(BRICK)CALLED: 0.93 ACRESLYNBA HOLDINGS, LLCINS. NO. D221138819,O.P.R.T.C.T.HTeaOSCMH: 12SCMH: 12SAMH: 25SAMH: 25MH: 25SASAMH: 250.00.0 0.0 0.00.0 0.0 0.00.00.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.00.00.1 0.10.10.80.3 0.80.01.30.12.8 3.0 2.5 2.02.00.80.21.1 1.7 2.5 3.2 3.2 2.9 2.3 1.1 0.61.32.80.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.20.01.50.04.9 6.2 6.4 5.8 4.1 2.3 1.3 1.1 1.90.50.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.00.10.00.00.00.00.00.40.00.3 0.3 0.3 0.3 0.3 0.4 0.4 0.40.30.30.20.4 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.00.40.00.03.20.0 0.0 0.0 0.0 0.0 0.0 0.00.30.00.00.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.20.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.10.00.00.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.00.00.30.60.1 0.1 0.1 0.1 0.2 0.2 0.2 0.20.00.20.00.3 0.5 0.7 0.9 0.9 0.9 0.7 0.60.00.20.00.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.10.00.70.00.00.00.00.0 0.0 0.0 0.0 0.00.00.00.60.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.10.00.20.8 1.2 1.4 0.7 1.20.1 0.1 0.1 0.30.00.20.10.2 0.2 0.2 0.0 0.1 0.2 0.2 0.10.00.30.00.10.0 0.1 0.1 0.1 0.10.0 0.0 0.00.10.00.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.06.5 6.2 6.2 3.9 0.0 0.0 0.0 0.0 0.00.10.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.10.00.10.9 0.7 0.7 0.8 1.2 1.6 1.9 1.9 1.80.00.11.90.1 0.2 0.1 0.1 0.1 0.1 0.1 0.05.40.10.10.10.0 0.0 0.0 0.0 0.0 0.0 0.1 0.11.20.11.50.1 0.1 0.1 0.2 0.3 0.6 0.9 1.3 1.50.00.10.00.00.0 0.0 0.0 0.0 0.0 0.00.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.10.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.00.10.00.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.10.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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2.6 2.62.12.01.40.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.02.41.93.42.9 2.3 1.9 1.8 1.8 1.8 1.7 1.7 1.7 1.61.41.81.42.0 2.0 2.2 2.4 2.9 3.4 3.3 2.4 1.8 1.6 1.42.91.71.92.43.7 3.5 3.3 3.0 2.7 2.2 2.1 1.9 1.8 1.83.90.24.00.12.3 2.8 3.5 3.7 3.1 2.3 2.0 1.60.0 0.01.82.80.7 1.0 1.2 1.5 1.7 2.2 2.6 2.7 2.8 2.9 3.03.83.10.02.7 2.8 2.9 2.9 2.9 2.9 3.0 3.2 3.3 3.5 3.63.02.51.9 2.3 2.7 3.4 3.7 3.5 2.9 2.6 2.5 2.5 2.50.02.51.22.4 2.5 2.7 2.9 3.1 3.1 3.4 3.5 4.0 4.4 4.22.50.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.01.70.01.40.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.5 0.7 0.90.00.00.00.01.7 1.60.0 0.0 0.0 0.0 0.0 0.0 0.0 0.01.70.01.80.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.60.5 0.5 0.5 0.5 0.6 0.6 0.7 0.8 0.8 0.8 0.71.80.60.00.6 0.7 0.8 0.9 1.1 1.3 1.5 1.7 1.8 1.7 1.70.50.90.4 0.5 0.6 0.7 0.6 0.6 0.5 0.5 0.5 0.6 0.60.00.80.31.1 1.2 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.30.70.50.50.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.40.40.10.40.5 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.30.00.51.60.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.21.71.61.11.6 1.4 1.2 0.9 0.8 0.8 0.8 1.0 1.1 1.30.51.40.21.90.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.10.90.20.90.3 0.3 0.4 0.5 0.6 0.9 1.1 1.3 0.1 1.4 1.31.90.20.40.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.21.50.40.00.5 0.7 0.1 0.7 0.6 0.6 0.6 0.5 0.5 0.50.00.30.02.0 2.0 2.0 2.0 2.0 2.0 1.9 1.70.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.50.04.10.01.4 1.4 1.5 1.7 1.8 2.0 2.1 2.3 2.4 2.41.33.21.24.6 4.4 3.7 3.5 3.3 3.1 2.9 2.6 2.4 2.2 2.12.70.12.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.01.30.01.30.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.7 0.9 1.10.00.30.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.11.90.20.00.4 0.5 0.7 0.9 1.1 1.4 1.6 1.7 1.8 1.8 1.90.20.40.01.1 0.8 0.7 0.6 0.5 0.5 0.4 0.4 0.5 0.50.00.50.00.3 0.30.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.01.62.10.00.00.4 0.4 0.4 0.3 0.0 0.3 0.3 0.3 0.20.00.40.00.40.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.70.2 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.60.40.70.00.7 0.7 0.8 0.9 1.1 1.3 1.6 0.6 1.40.1 0.40.60.41.7 2.1 2.7 0.7 3.00.0 0.6 0.5 0.5 0.5 0.50.00.41.40.4 0.0 0.4 0.3 0.3 0.30.0 0.0 0.0 0.0 0.00.40.60.40.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.31.50.51.40.7 0.8 0.8 0.8 0.9 0.9 1.0 1.1 1.1 1.2 1.30.00.42.61.20.2 0.3 0.4 0.5 0.7 0.9 1.2 1.4 1.7 2.10.12.20.10.52.8 3.0 2.9 3.0 2.8 2.9 3.0 3.1 3.2 3.32.30.01.3 1.1 0.8 0.6 0.40.0 0.0 0.0 0.0 0.0 0.00.10.03.60.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.03.30.01.50.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.30.01.82.63.7 3.9 4.2 4.1 3.9 3.7 3.5 3.3 3.1 2.90.82.01.11.6 1.5 1.4 1.4 1.3 1.4 1.5 2.0 2.6 2.7 2.13.42.30.00.5 0.5 0.5 0.5 0.6 0.6 0.5 0.4 0.3 0.30.00.00.00.80.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.03.72.4 2.6 2.6 2.7 2.7 2.9 3.3 3.4 3.8 4.02.70.61.10.73.5 3.3 3.0 2.8 2.5 2.4 2.2 1.9 1.5 1.2 1.04.14.02.63.6 3.7 3.8 3.9 4.0 4.2 4.3 4.2 3.6 3.5 3.23.42.81.22.4 2.0 1.8 1.5 1.0 0.7 0.7 0.7 0.90.04.13.00.10.0 0.00.92.90.0 0.1 0.2 0.3 0.4 0.5 0.6 0.8 1.02.3 2.60.11.32.8 2.82.82.42.22.12.01.91.81.50.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.00.00.10.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.00.00.00.0Luminaire ScheduleSymbolTypeQtyManufacturer / Catalog NumberTotal Lumen OutputTotal Input WattsBallast FactorLight Lost FactorUser Defined FactorSC2LITHONIA DSX0 LED P1 40K T1S MVOLT [MOUNT] [CONTROL] HS [FINISH] DM19AS4058381.0000.8081.000SA4LITHONIA DSX1 LED P6 40K T3M MVOLT [MOUNT] [CONTROL] HS [FINISH] DM19AS 184921631.0000.8081.000Calculation SummaryCalculation Grid LocationCalc. Height (Ft.)UnitsN.A.AvgMaxMinAvg/MinRE-G_AG PROPERTY LINEN.AFc0.020.10.0N.A.SITE0Fc0.706.50.0N.A.PARKING + DRIVE THRUFc1.576.50.0 FFE: 651.00'2,250 S.FHTeaOSCMH: 12SCMH: 12SAMH: 25SAMH: 25MH: 25SASAMH: 250.00.0 0.0 0.00.0 0.0 0.00.00.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.00.00.1 0.10.10.80.3 0.80.01.30.12.8 3.0 2.5 2.02.00.80.21.1 1.7 2.5 3.2 3.2 2.9 2.3 1.1 0.61.32.80.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.20.01.50.04.9 6.2 6.4 5.8 4.1 2.3 1.3 1.1 1.90.50.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.00.10.00.00.00.00.00.40.00.3 0.3 0.3 0.3 0.3 0.4 0.4 0.40.30.30.20.4 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.00.40.00.03.20.0 0.0 0.0 0.0 0.0 0.0 0.00.30.00.00.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.20.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.10.00.00.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.00.00.30.60.1 0.1 0.1 0.1 0.2 0.2 0.2 0.20.00.20.00.3 0.5 0.7 0.9 0.9 0.9 0.7 0.60.00.20.00.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.10.00.70.00.00.00.00.0 0.0 0.0 0.0 0.00.00.00.60.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.10.00.20.8 1.2 1.4 0.7 1.20.1 0.1 0.1 0.30.00.20.10.2 0.2 0.2 0.0 0.1 0.2 0.2 0.10.00.30.00.10.0 0.1 0.1 0.1 0.10.0 0.0 0.00.10.00.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.06.5 6.2 6.2 3.9 0.0 0.0 0.0 0.0 0.00.10.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.10.00.10.9 0.7 0.7 0.8 1.2 1.6 1.9 1.9 1.80.00.11.90.1 0.2 0.1 0.1 0.1 0.1 0.1 0.05.40.10.10.10.0 0.0 0.0 0.0 0.0 0.0 0.1 0.11.20.11.50.1 0.1 0.1 0.2 0.3 0.6 0.9 1.3 1.50.00.10.00.00.0 0.0 0.0 0.0 0.0 0.00.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.10.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.00.10.00.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.10.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.10.20.0 0.0 0.0 0.0 0.0 0.0 0.1 0.10.00.10.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.00.10.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.20.0 0.0 0.0 0.0 0.00.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.00.00.0 0.0 0.0 0.00.20.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.10.00.0 0.0 0.0 0.1 0.1 0.1 0.1 0.10.00.10.00.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.10.00.10.12.70.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.10.00.1 0.2 0.3 0.4 0.5 0.7 0.9 1.1 1.3 1.4 1.70.02.80.52.1 2.0 1.9 1.8 1.8 1.8 1.9 1.9 2.3 2.50.02.83.32.7 2.4 2.3 1.70.0 0.0 0.0 0.0 0.0 0.0 0.02.60.01.5 1.6 1.7 1.9 2.5 2.5 2.6 2.6 2.6 2.6 2.62.12.01.40.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.02.41.93.42.9 2.3 1.9 1.8 1.8 1.8 1.7 1.7 1.7 1.61.41.81.42.0 2.0 2.2 2.4 2.9 3.4 3.3 2.4 1.8 1.6 1.42.91.71.92.43.7 3.5 3.3 3.0 2.7 2.2 2.1 1.9 1.8 1.83.90.24.00.12.3 2.8 3.5 3.7 3.1 2.3 2.0 1.60.0 0.01.82.80.7 1.0 1.2 1.5 1.7 2.2 2.6 2.7 2.8 2.9 3.03.83.10.02.7 2.8 2.9 2.9 2.9 2.9 3.0 3.2 3.3 3.5 3.63.02.51.9 2.3 2.7 3.4 3.7 3.5 2.9 2.6 2.5 2.5 2.50.02.51.22.4 2.5 2.7 2.9 3.1 3.1 3.4 3.5 4.0 4.4 4.22.50.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.01.70.01.40.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.5 0.7 0.90.00.00.00.01.7 1.60.0 0.0 0.0 0.0 0.0 0.0 0.0 0.01.70.01.80.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.60.5 0.5 0.5 0.5 0.6 0.6 0.7 0.8 0.8 0.8 0.71.80.60.00.6 0.7 0.8 0.9 1.1 1.3 1.5 1.7 1.8 1.7 1.70.50.90.4 0.5 0.6 0.7 0.6 0.6 0.5 0.5 0.5 0.6 0.60.00.80.31.1 1.2 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.30.70.50.50.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.40.40.10.40.5 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.30.00.51.60.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.21.71.61.11.6 1.4 1.2 0.9 0.8 0.8 0.8 1.0 1.1 1.30.51.40.21.90.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.10.90.20.90.3 0.3 0.4 0.5 0.6 0.9 1.1 1.3 0.1 1.4 1.31.90.20.40.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.21.50.40.00.5 0.7 0.1 0.7 0.6 0.6 0.6 0.5 0.5 0.50.00.30.02.0 2.0 2.0 2.0 2.0 2.0 1.9 1.70.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.50.04.10.01.4 1.4 1.5 1.7 1.8 2.0 2.1 2.3 2.4 2.41.33.21.24.6 4.4 3.7 3.5 3.3 3.1 2.9 2.6 2.4 2.2 2.12.70.12.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.01.30.01.30.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.7 0.9 1.10.00.30.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.11.90.20.00.4 0.5 0.7 0.9 1.1 1.4 1.6 1.7 1.8 1.8 1.90.20.40.01.1 0.8 0.7 0.6 0.5 0.5 0.4 0.4 0.5 0.50.00.50.00.3 0.30.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.01.62.10.00.00.4 0.4 0.4 0.3 0.0 0.3 0.3 0.3 0.20.00.40.00.40.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.70.2 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.60.40.70.00.7 0.7 0.8 0.9 1.1 1.3 1.6 0.6 1.40.1 0.40.60.41.7 2.1 2.7 0.7 3.00.0 0.6 0.5 0.5 0.5 0.50.00.41.40.4 0.0 0.4 0.3 0.3 0.30.0 0.0 0.0 0.0 0.00.40.60.40.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.31.50.51.40.7 0.8 0.8 0.8 0.9 0.9 1.0 1.1 1.1 1.2 1.30.00.42.61.20.2 0.3 0.4 0.5 0.7 0.9 1.2 1.4 1.7 2.10.12.20.10.52.8 3.0 2.9 3.0 2.8 2.9 3.0 3.1 3.2 3.32.30.01.3 1.1 0.8 0.6 0.40.0 0.0 0.0 0.0 0.0 0.00.10.03.60.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.03.30.01.50.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.30.01.82.63.7 3.9 4.2 4.1 3.9 3.7 3.5 3.3 3.1 2.90.82.01.11.6 1.5 1.4 1.4 1.3 1.4 1.5 2.0 2.6 2.7 2.13.42.30.00.5 0.5 0.5 0.5 0.6 0.6 0.5 0.4 0.3 0.30.00.00.00.80.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.03.72.4 2.6 2.6 2.7 2.7 2.9 3.3 3.4 3.8 4.02.70.61.10.73.5 3.3 3.0 2.8 2.5 2.4 2.2 1.9 1.5 1.2 1.04.14.02.63.6 3.7 3.8 3.9 4.0 4.2 4.3 4.2 3.6 3.5 3.23.42.81.22.4 2.0 1.8 1.5 1.0 0.7 0.7 0.7 0.90.04.13.00.10.0 0.00.92.90.0 0.1 0.2 0.3 0.4 0.5 0.6 0.8 1.02.3 2.60.11.32.8 2.82.82.42.22.12.01.91.81.50.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.00.00.10.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.00.00.00.0Luminaire ScheduleSymbolTypeQtyManufacturer / Catalog NumberTotal Lumen OutputTotal Input WattsBallast FactorLight Lost FactorUser Defined FactorSA4LITHONIA DSX1 LED P6 40K T3M MVOLT [MOUNT] [CONTROL] HS [FINISH] DM19AS 184921631.0000.8081.000SC2LITHONIA DSX0 LED P1 40K T1S MVOLT [MOUNT] [CONTROL] HS [FINISH] DM19AS4058381.0000.8081.000Calculation SummaryCalculation Grid LocationCalc. Height (Ft.)UnitsAvgMaxMinAvg/MinRE-G_AG PROPERTY LINEN.AFc0.020.10.0N.A.SITE0Fc0.706.50.0N.A.PARKING + DRIVE THRUFc1.576.50.0N.A.