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ZA24-0018PUBLIC HEARING NOTICE ZA24-0018 • • Zoning Change and Site Plan for Tom Thumb Gasoline Service Station & Convenience Store, to include a Variance to Masonry Ordinance No. 577, as amended, located at 110 W. Southlake Blvd., Southlake, Texas. Current Zoning: “C-2” Local Retail Commercial District •Requested Zoning: : “S-P-2” Generalized Site Plan District with limited “C-3” Uses. •The purpose of this request is to renovate and re-activate the use of an existing Gasoline Service Station & Convenience Store building adjacent to Tom Thumb. Dear Property Owner, Your property has been identified as being within 300 feet of the above referenced Zoning Change and Site Plan application. If you wish to register your opposition or support to this case, you may complete the attached Notification Response Form and either mail to the Planning & Development Services Department (address listed at the top of notice) or email (e-mail listed at the bottom of the notice). You are encouraged to follow the requested action through final approval because changes are often made during the review process. Please contact the Planning and Development Services Department if you have any questions: Please contact the Planning Department at (817)748-8621 or MBarclay@ci.southlake.tx.us if you have any questions. Thank you. CITY OF SOUTHLAKE PLANNING & DEVELOPMENT SERVICES 1400 Main St.; Suite 310 Southlake, TX 76092 Phone: (817)748-8621 www.cityofsouthlake.com Planning and Zoning Commission Thursday, May 23, 2024 6:30 PM Town Hall Council Chambers 1400 Main Street Southlake, Texas Notification Response Form ZA24-0018 Zoning & Site Plan for Tom Thumb Gas Station. Meeting Date: May 23, 2024 at 6:30 PM Fill out: Owner: _____________________________ Address: ____________________________ City, State, Zip Code: __________________ PLEASE PROVIDE COMPLETED FORMS VIA MAIL, FAX OR HAND DELIVERY BEFORE THE START OF THE SCHEDULED PUBLIC HEARING. Being the owner(s) of the property so noted above, are hereby in favor of opposed to undecided about (circle or underline one) the proposed Zoning Change and Site Plan referenced above. Space for comments regarding your position: ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ Signature: _______________________________________ Date: ______ Additional Signature: _______________________________ Date: ______ Printed Name(s): _____________________________________________ Must be property owner(s). Otherwise contact the Planning Department. One form per property. Phone Number (optional): ______________________________________ Direct questions and mail responses to: City of Southlake Planning & Development Services Notification Response 1400 Main St; Ste 310 Southlake, TX 76092 Phone: (817) 748-8621 WHITE CHAPEL BLVDWHITE CHAPEL BLVDSOUTHLAKE BLVD 100 222 805 807 151 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 110 121 121 171 171 100 221 139 221 171 2 3 5 6 4 7 8 1 1000 Vicinity Map ZA24-0018 ® 0 160 32080 Feet 110 W. Southlake Blvd. Legend Address Points City Parcels Right Of Way City Limit Case Parcel(s) 200 Foot Buffer 300 Foot Buffer Parcels Within Buffer May 2, 2024 Via E-mail: PlanningSubmittal@ci.southlake.tx.us Mr. Peyton Sherman City of Southlake Planning and Development Services Department Southlake Town Hall, Suite 310 1400 Main Street Southlake, TX 76092 Re: Tom Thumb Fuel Center 2580 110 W Southlake Boulevard Southlake, TX 76092 Project No. 23283.000 Zoning Change and Site Plan Submittal (Planning & Zoning) Dear Peyton: Please see below and attached for our responses to City Staff Site Plan Review comments dated April 24, 2024, for the above-referenced project: 1. Plan Review Comment 3.: “Place the City case number “ZA24-0018" in the lower right corner on each page for ease of reference.” Response: Please see revised submittal attachments with City Case number attached. 2. Plan Review Comment 4.: ““S-P-1” requires detail for all site improvements. Include elevation(s) or renderings of proposed ATM. Include screening devices and covered areas (if any) for the ATM structure. Include proposed signage or directional signage pertaining to the ATM in the renderings if applicable. Response: Please see attached revised “ATM Elevations” sheet with ATM Rendering and ATM Way Finding Signage (directional signage) as requested. 3. Plan Review Comment 6.: “Provide masonry specifications on site plan per Masonry Ordinance No. 557-A, and Corridor Overlay Standards, 80% of the exterior walls (other than windows, doors, etc.) shall be constructed of masonry materials.” Response: The site structure is an existing CMU building with an average of 58% of the exterior walls being masonry. We are requesting modification of Masonry Ordinance No. 557-A and Corridor Overlay Standards to allow the existing condition of less than the required percentage of masonry for exterior walls. See attached revised Site Plan Submittal Letter and Exterior Elevations. Mr. Peyton Sherman Page 2 May 2, 2024 4. Plan Review Comment 7.: “Trash receptacles shall be screened by a minimum eight foot (8') solid masonry screen height. Please confirm height of screening device.” Response: Please see attached revised Trash Enclosure Elevations on “Exterior Elevations” sheet for required height. 5. Plan Review Comment 8.: “All buildings must be designed such that no mechanical equipment (HVAC, etc.) or satellite dishes shall be visible. This shall include equipment on the roof, on the ground or otherwise attached to the building or located on the site. Please verify screening compliance on submittal documents.).” Response: All proposed rooftop mechanical equipment shall be screened. Please see attached revised “Exterior Elevations” sheets where a note has been added indicating the rooftop screening location. All proposed ground equipment shall be screened with appropriate landscaping. Please see attached revised Landscape Plan. This concludes our response to your plan review comments. If you have questions, please let us know. We appreciate your assistance in this process. Sincerely, CSHQA, INC. Brad DeMeyer BD:sb-rt Attachments: Exterior Elevations Exterior Rendering Drive-up ATM Elevations Site Plan Submittal Letter LOT 4R L.B.G. HALL NO. 686 ADDITION CABINET A, SLIDE 5299, P.R.T.C.T. LOT 2R1 L.B.G. HALL NO. 686 ADDITION CABINET A, SLIDE 5299, P.R.T.C.T. LITTLE BER R Y G . H A L L SURVEY, ABSTRACT N O . 6 8 6 (S 00°03'51" W)(S 88°45'30" W) FARM TO MARKET ROA D 1 7 0 9 W. SOUTHLAKE BOULE V A R D RIGHT OF WAY WIDTH V A R I E S COUNTY ROAD 3016N. WHITE CHAPEL BOULEVARDRIGHT OF WAY WIDTH VARIES10' UTILITY EASEMENT CABINET A, SLIDE 1216 P.R.T.C.T. 50' BUILDNG. LINE CABINET A, SLIDE 5299, P.R.T.C.T. 30' BUILDING LINE CABINET A, SLIDE 1216, P.R.T.C.T. FL-12"RCP=644.49'(W) FL-12"RCP=642.85'(E) TBM X-CUT ELEV.=656.20' TBM X-CUT ELEV.=652.31' ∆=1°28'10" R=2954.79' L=75.79' CB=S83°25'59"W C=75.78' S87°56'43"W 103.17' ∆=1°02'31" R=2949.79' L=53.65' CB=S86°41'30"W C=53.65'S0°44'56"E203.20'∆=2°05'04" R=2954.79' L=107.50' CB=S81°39'22"W C=107.50' 1324 1320 1321 1322 1333 1332 1331 1330 1329 1328 1326 1325 1323 1327 50' B.L. PER CAB.A, SLIDE 5299 P.R.T.C.T. 10' U TI LI T Y E S M T P E R CAB. A, SLI D E 5 2 9 9 P.R.T. C. T. ±36' EX. DRIVEWAY ±143.91' ±38.34' EX. DRIVEWAY ±35.61'EX.DRIVEWAYR13.42' R13.3' R10. 1 6' R19.2' R11.15'R6.41'R9.7' 100 WEST SOUTHLAKE BOULEVARD "TOM THUMB FOOD STORE" USE: FOOD STORE MAX HEIGHT: 35'-0" ONE STORY MASONRY BUILDING (73,171 SQ. FT.) L.U.D. = RETAIL / COMMERCIAL GLORIA JEANNE LECHLER, ET. AL. VOL. 11940, PG. 898 VOL. 9979, PG. 2371 D.R.T.C.T. ZONED - O1 / L.U.D. - OFFICE COMMERCIAL 20' - O BUFFERYARD 10' -E BUFFERYARDFH EX. SIDEWALK EX. 8' SIDEWALK PRO P. P R O P E R T Y LI N E EX. SIGN PP EX. HEADWALL EXIS TI N G C O N C R E T E D RI V E POWER POLE 7.71'±191.88' TO WHITE CHAPE L B L V D .EX. 8' SIDEWALK±47.78'±14.84' 81.6' T O F H Y D . WATER METERS POWER POLE20'12.3 7' 20.89°' 24.68'48.31 ' 13.33'12.67 '18'8.66 '14'11.03 ' 9' R 5 'R7'R5'R1'14' R 2 0 ' R 5 'R20'R10'R3'R3'144.18'24'R30'R 3 0 ' 24'R30'R 3 0 ' 5' 18'9' R5'5.5 ' 60' 60' PROPOSED ATM EXISTING DUMPSTER TO BE DEMOLISHED AND RECONSTRUCTED 8' MASONRY SCREENING ENCLOSURE EXISTING PUMP LOCATIONS TO BE REUSED PROPOSED FUEL TANK ADA PARKING TO BE RECONSTRUCTED PROPOSED FUEL VENTS EXISTING SIGN TO BE REPURPOSED EXISTING BUILDING TO HAVE AN UPDATED FACADE. REFER TO ELEVATIONS. PIPE BOLLARDS AT PARKING STALLS ADA RAMP0.98 '0.51 ' PROPOSED ADA RAMP WITH HAND RAIL 18.67'RELOCATED AC UNIT 0.85 AC (37,144 SF) EX. BLDG. 4,788 SF USE: GAS STAION / CONVINENCE STORE 160' R..O.W.88' R.O.W. L.U.D. = RETAIL / COMMERCIAL 9' 9' 9' LEGEND CONCRETE PAVEMENT CONCRETE SIDEWALK BUFFERYARD LANDSCAPE AREA PROPOSED CONCRETE CURB AND GUTTER PARKING COUNT PROPOSED FIRE LANE STRIPPING SITE SITE PLANSP-1 VICINITY MAP N.T.S. NOTES: 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.NO CHANGES TO EXISTING DRIVEWAY STACKING OR SPACING IS PROPOSED. 3.A MINIMUM 8' TALL MASONRY SCREEN WALL MATCHING THE PRINCIPLE BUILDING WITH A SOLID METAL ACCESS GATE IS REQUIRED FOR ALL TRASH DUMPSTERS. PRELIMINARY CLAYMOORE ENGINEERING DATENo.REVISIONBYDATE: SHEET 5/2/2024 CHECKED:CLC DRAWN:CWP DESIGN:CWP1903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS FIRM #14199 File No:.TOM THUMB FUEL CENTERSOUTHLAKE BLVD. ANDWHITE CHAPEL BLVD.SOUTHLAKE, TXBENCHMARKS: -TBM #1: AN "X" CUT FOUND IN CONCRETE ON N WHITE CHAPEL BLVD, APPROXIMATELY 41' NORTH AND 3' EAST OF THE EXISTING NORTH EAST PROPERTY CORNER. ELEVATION: 652.31 -TBM #2: AN "X" CUT FOUND IN CONCRETE ON W SOUTHLAKE BLVD, APPROXIMATELY 36' SOUTH AND 45' WEST OF THE SOUTH EAST PROPERTY CORNER. ELEVATION: 656.20 -CITY BENCHMARK: MONUMENT 36 GEODETIC DATA LATITUDE: 32° 56' 28.72525" LONGITUDE: 97° 08' 58.47623" ELLIP HGHT: 584.92 N 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 N WHITE CHAPEL BLVDW SOUTHLAKE BLVDN PEYTONVILLE AVEE S T A T E HW Y 1 1 4 N CARROLL AVEBYRON NELSONPKWY# COUNTY SURVEY:ABSTRACT NO. TARRANT HALL 686 CITY:STATE: SOUTHLAKE TEXAS LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 SURVEYOR: EAGLE SURVEYING 210 SOUTH ELM STREET, STE 104 DENTON, TX 76201 PH: 940.222.3009 SUNTREE STATION LLC 11501 NORTHLAKE DR. CINCINNATI, OH 45249 CASE # : ZA24-0018 CONTACT NAME: CLAY CRISTY CONTACT NAME: MASON DECKER HALL, LBG #686 ADDITION LOT 4R PLANNING & ZONING - SITE PLAN SUBMITTALATM ELEVATIONS05/01/24TOM THUMB FUEL CENTER 258023283SOUTHLAKE, TX $/806,*1$785(&$123< %<6,*1$*(9(1'25  6&$/(   &$123<$3352$&+/(* $70 '$7$ 6(&85,7< (48,30(17,1$70 (1&/2685( &$123<'(3$5785(/(* (/(&0(7(5',6&211(&7 $1'3$1(/6,13('(67$/ 5()(572(/(&75,&$/ '5$:,1*6 )250('23(1,1*,1 &21&5(7(6/$% ,16/$% (/(&75,&$/$1' '$7$&21'8,7 127(5()(572 6,*1$785( &$123< 6+23'5$:,1*6)25 $'',7,21$/,1)250$7,21 35(0$18)$&785('$70 &$123< 35(0$18)$&785(' &$123<835,*+76 $8720$7,&7(//(5 0$&+,1( 6(&85,7<*$7(6(( '(7$,/$ 35(0$18)$&785('$70 &$123< 35(0$18)$&785(' &$123<835,*+76 $8720$7,&7(//(5 0$&+,1( &20%,1$7,21%2//$5' 6(('(7$,/$ 0,/%$1.0(7(5 3('(67$/6(( (/(&75,&$/'5$:,1*6 +($'$&+(%$5 6(('(7$,/$ /,*+732/( 6(((/(&75,&$/ '5$:,1*6 '$7$ 6(&85,7<(48,30(17 ,1$70(1&/2685( &$123<'(3$5785(/(* (/(&0(7(5',6&211(&7$1' 3$1(/6,13('(67$/5()(5 72(/(&75,&$/'5$:,1*6 +($'$&+(%$5 /,*+732/(6(( (/(&75,&$/ '5$:,1*6 $/806,*1$785(&$123< %<6,*1$*(9(1'25 &$123<$3352$&+/(*  %2//$5'6:,7+&29(5 6(('(7$,/$ $70  6&$/(    6&$/(    6&$/(   6(&85,7<*$7(6(( '(7$,/$ ('*(2)&21&5(7( )227,1*6(( 6758&785$/ ('*(2)&21&5(7( )227,1*6(( 6758&785$/ ('*(2)&21&5(7( )227,1*6(( 6758&785$/ ('*(2)&21&5(7( )227,1*6(( 6758&785$/  %2//$5'6:,7+ &29(56(('(7$,/$ (/(&75,&$/$1''$7$ &21'8,7 ATM RENDERING ATM WAY FINDING SIGNAGE 05/02/24 ZA24-0018 FIN.FLR100' -0"E1P3E2P1P2S1P2S1P1T.O.PARAPET115' -1"ROOF TOP SCREENINGFIN.FLR100' -0"P3P1E1E2P2S1P1P2S1T.O.PARAPET115' -1"ROOF TOP SCREENINGFIN.FLR100' -0"P1P3P1E1E2S1P2S1T.O.PARAPET115' -1"ROOF TOP SCREENINGS1 -Stone Veneer to Match Adjacent Shopping CenterP1 -Dark BeigeP2 -Medium BeigeP3 -Light BeigeE1 -Stucco Finish Panel (Dark Beige)E2 -Stucco Finish Panel (Light Beige) MATERIAL LEGENDPLANNING & ZONING - SITE PLAN SUBMITTALEXTERIOR ELEVATIONS05/03/24TOM THUMB FUEL CENTER 258023283SOUTHLAKE, TX1/4" = 1'-0"1FRONT ELEVATION1/4" = 1'-0"2SOUTH ELEVATION1/4" = 1'-0"3WEST ELEVATIONZA24-0018 FIN.FLR100' -0"P1P3P1E1E2P2S1P2S1T.O.PARAPET115' -1"ROOF TOP SCREENINGFIN.FLR100' -0"P1P3E1E2P2P1P2S1T.O.PARAPET115' -1"ROOF TOP SCREENINGFIN.FLR100' -0"E1E2T.O.CMU108' -0"S1 -Stone Veneer to Match Adjacent Shopping CenterP1 -Dark BeigeP2 -Medium BeigeP3 -Light BeigeE1 -Stucco Finish Panel (Dark Beige)E2 -Stucco Finish Panel (Light Beige) MATERIAL LEGENDPLANNING & ZONING - SITE PLAN SUBMITTALEXTERIOR ELEVATIONS05/03/24TOM THUMB FUEL CENTER 258023283SOUTHLAKE, TX1/4" = 1'-0"2EAST ELEVATION1/4" = 1'-0"1NORTH ELEVATION1/4" = 1'-0"3TRASH ENCLOSURE ELEVATIONSEXISTING MONUMENT PROPOSED MONUMENTMATERIAL CALCULATIONS:Front Elevation (288 S.F):Concrete Masonry Units72 S.F (25%)Stone Veneer 20 S.F (7%) Stucco Finish Metal Panel166 S.F (58%)Metal Roof Top Screening30 S.F (10%)South Elevation (638 S.F):Concrete Masonry Units113 S.F (18%)Stone Veneer197 S.F (31%) Stucco Finish Metal Panel311 S.F (48%)Metal Roof Top Screening17 S.F (3%)West Elevation (779 S.F):Concrete Masonry Units349 S.F (44%)Stone Veneer75 S.F (10%) Stucco Finish Metal Panel311 S.F (40%)Metal Roof Top Screening44 S.F (6%)North Elevation (1,022 S.F):Concrete Masonry Units577 S.F (56%)Stone Veneer0 S.F (0%) Stucco Finish Metal Panel428 S.F (42%)Metal Roof Top Screening17 S.F (2%)East Elevation (505 S.F):Concrete Masonry Units148 S.F (29%)Stone Veneer119 S.F (24%) Stucco Finish Metal Panel194 S.F (38%)Metal Roof Top Screening44 S.F (9%)ZA24-0018 PLANNING & ZONING - SITE PLAN SUBMITTALELEVATION RENDERING04/12/24TOM THUMB FUEL CENTER 258023283ProposedExistingZA24-0018 ACCESSSIDEWALK 8 SPACES 7 SPACES 6 SP A C E S 8 PARKING SPACES9 PARKING SPACES8 PARKING SPACES9 PARKING SPACES5 SPACES6 SPACES10' U TI LI T Y E S M T P E R A, SLI D E 5 2 9 9 LITTLE BER R Y G . H A L L SURVEY, ABSTRACT N O . 6 8 6 (S 00°03'51" W)(S 88°45'30" W)649650651652648648647646 646646 64664564464 4 645 64 5 644 644 645646 647648 649 6 5 0 6 5 1 6 5 2 6 5 3 6 5 4 6 5 5 656657658657656 65 5 65 4 653 651652653651652653654655656650648649650651652653654655656647646 647 648 649 650 651 652 653 654 655 656 657647 648 649 650 645 646646646645645644643 647648649647 FARM TO MARKET RO A D 1 7 0 9 W. SOUTHLAKE BOULE V A R D RIGHT OF WAY WIDTH V A R I E S COUNTY ROAD 3016N. WHITE CHAPEL BOULEVARDRIGHT OF WAY WIDTH VARIES10' UTILITY EASEMENT CABINET A, SLIDE 1216 P.R.T.C.T. 50' BUILDNG. LINE CABINET A, SLIDE 5299, P.R.T.C.T. 30' BUILDING LINE CABINET A, SLIDE 1216, P.R.T.C.T. ∆ S87°56'43"W 103.17' ∆S0°44'56"E203.20'∆ 1334 1324 1322 1321 1320 1333 1332 1329 1328 1327 1326 1323 1325 1331 1330PROPOSED ATM EXISTING DUMPSTER TO BE DEMOLISHED AND RECONSTRUCTED EXISTING PUMP LOCATIONS TO BE REUSED PROPOSED FUEL TANK ADA PARKING TO BE RECONSTRUCTED PROPOSED FUEL VENTS EXISTING SIGN TO BE REPURPOSED EXISTING BUILDING TO HAVE AN UPDATED FACADE. REFER TO ELEVATIONS. PIPE BOLLARDS AT PARKING STALLS ADA RAMP PROPOSED ADA RAMP WITH HAND RAIL RELOCATED AC UNIT TREE CONSERVATION PLAN0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 EXISTING TREE LIST TOTAL SITE AREA 37,144 TOTAL SITE CANOPY 11,171 SF PERCENTAGE OF EXISTING CANOPY ON ENTIRE SITE 30% PERCENTAGE OF EXISTING CANOPY REQUIRED TO REMAIN 60% TOTAL EXISTING SITE CANOPY TO REMAIN 11,171 SF PERCENTAGE OF REQUIRED EXISTING CANOPY TO REMAIN 100% TOTAL CALIPER INCHES ON SITE 187 TOTAL CALIPER INCHES TO BE REMOVED 0 TOTAL CALIPER TO REMAIN 187 TOTAL CALIPER INCHES TO BE MITIGATED FOR 0 EXISTING TREE CANOPY AND CALIPER CALCULATIONS LEGEND EXISTING TREE CANOPY EXISTING TREE TREE PROTECTION FENCING (A) PRIOR TO THE LAND CLEARING STAGE OF DEVELOPMENT, THE CONTRACTOR SHALL CLEARLY MARK ALL PROTECTED TREES FOR WHICH A TREE REMOVAL PERMIT HAS NOT BEEN ISSUED AND SHALL ERECT BARRIERS FOR THE PROTECTION OF THE TREES ACCORDING TO THE FOLLOWING: (1)  AROUND AN AREA AT OR GREATER THAN A SIX-FOOT RADIUS OF ALL SPECIES OF MANGROVES AND PROTECTED CABBAGE PALMS; (2)  AROUND AN AREA AT OR GREATER THAN THE FULL DRIPLINE OF ALL PROTECTED NATIVE PINES; (3)  AROUND AN AREA AT OR GREATER THAN TWO-THIRDS OF THE DRIPLINE OF ALL OTHER PROTECTED SPECIES. (B) NO PERSON SHALL ATTACH ANY SIGN, NOTICE OR OTHER OBJECT TO ANY PROTECTED TREE OR FASTEN ANY WIRES, CABLES, NAILS OR SCREWS TO ANY PROTECTED TREE IN ANY MANNER THAT COULD PROVE HARMFUL TO THE PROTECTED TREE, EXCEPT AS NECESSARY IN CONJUNCTION WITH ACTIVITIES IN THE PUBLIC INTEREST. (C) DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE CONTRACTOR SHALL NOT CAUSE OR PERMIT THE CLEANING OF EQUIPMENT OR MATERIAL WITHIN THE OUTSIDE PERIMETER OF THE CROWN (DRIPLINE) OR ON THE NEARBY GROUND OF ANY TREE OR GROUP OF TREES WHICH IS TO BE PRESERVED. WITHIN THE OUTSIDE PERIMETER OF THE CROWN (DRIPLINE) OF ANY TREE OR ON NEARBY GROUND, THE CONTRACTOR SHALL NOT CAUSE OR PERMIT STORAGE OF BUILDING MATERIAL AND/OR EQUIPMENT, OR DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF THE TREE. (D) NO PERSON SHALL PERMIT ANY UNNECESSARY FIRE OR BURNING WITHIN 30 FEET OF THE DRIPLINE OF A PROTECTED TREE. (E)ANY LANDSCAPING ACTIVITIES WITHIN THE BARRIER AREA SHALL BE ACCOMPLISHED WITH HAND LABOR. (F) PRIOR TO ISSUING A CERTIFICATE OF OCCUPANCY OR COMPLIANCE FOR ANY DEVELOPMENT, BUILDING OR STRUCTURE, ALL TREES DESIGNATED TO BE PRESERVED THAT WERE DESTROYED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR WITH TREES OF EQUIVALENT DIAMETER AT BREAST HEIGHT TREE CALIPER AND OF THE SAME SPECIES AS SPECIFIED BY THE COUNTY ADMINISTRATOR, BEFORE OCCUPANCY OR USE, UNLESS APPROVAL FOR THEIR REMOVAL HAS BEEN GRANTED UNDER PERMIT. (G) THE COUNTY ADMINISTRATOR MAY CONDUCT PERIODIC INSPECTIONS OF THE SITE DURING LAND CLEARANCE AND CONSTRUCTION. (H) IF, IN THE OPINION OF THE COUNTY ADMINISTRATOR, DEVELOPMENT ACTIVITIES WILL SO SEVERELY STRESS SLASH PINES OR ANY OTHER PROTECTED TREE SUCH THAT THEY ARE MADE SUSCEPTIBLE TO INSECT ATTACK, PREVENTATIVE SPRAYING OF THESE TREES BY THE CONTRACTOR MAY BE REQUIRED. TREE PROTECTION GENERAL NOTES DATENo.REVISIONBYDATE: SHEET 04-12-2024 CHECKED:SS DRAWN:EMS DESIGN:EMS1903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS FIRM #14199 File No:.Tom Thumb-SouthlakeSOUTHLAKE BLVD. ANDWHITES CHAPELSOUTHLAKE, TXDATE: 05/02/24 (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 .HI H IC S STERC CTTESAEETST AIREG 73 O F 5 3 ET XE R LDRE CAANDS M EP A P LEY.HI H IC S STERC CTTESAEETST AIREG 73 O F 5 3 ET XE R LDRE CAANDS M EP A P LEYTC-1 ZONING CASE NUMBER ZA24-0018EXISTING OFF SITE TREE ACCESSSIDEWALK 8 SPACES 7 SPACES 6 SP A C E S 8 PARKING SPACES9 PARKING SPACES8 PARKING SPACES9 PARKING SPACES5 SPACES6 SPACES10' U TI LI T Y E S M T P E R A, SLI D E 5 2 9 9 LITTLE BER R Y G . H A L L SURVEY, ABSTRACT N O . 6 8 6 (S 00°03'51" W)(S 88°45'30" W)649650651652648648647646 646646 64664564464 4 645 64 5 644 644 645646 647648 649 6 5 0 6 5 1 6 5 2 6 5 3 6 5 4 6 5 5 656657658657656 65 5 65 4 653 651652653651652653654655656650648649650651652653654655656647646 647 648 649 650 651 652 653 654 655 656 657647 648 649 650 645 646646646645645644643 647648649647 FARM TO MARKET RO A D 1 7 0 9 W. SOUTHLAKE BOULE V A R D RIGHT OF WAY WIDTH V A R I E S COUNTY ROAD 3016N. WHITE CHAPEL BOULEVARDRIGHT OF WAY WIDTH VARIES10' UTILITY EASEMENT CABINET A, SLIDE 1216 P.R.T.C.T. 50' BUILDNG. LINE CABINET A, SLIDE 5299, P.R.T.C.T. 30' BUILDING LINE CABINET A, SLIDE 1216, P.R.T.C.T. ∆ S87°56'43"W 103.17' ∆S0°44'56"E203.20'∆ 1334 1324 1322 1321 1320 1333 1332 1329 1328 1327 1326 1323 1325 1331 1330PROPOSED ATM EXISTING DUMPSTER TO BE DEMOLISHED AND RECONSTRUCTED EXISTING PUMP LOCATIONS TO BE REUSED PROPOSED FUEL TANK ADA PARKING TO BE RECONSTRUCTED PROPOSED FUEL VENTS EXISTING SIGN TO BE REPURPOSED EXISTING BUILDING TO HAVE AN UPDATED FACADE. REFER TO ELEVATIONS. PIPE BOLLARDS AT PARKING STALLS ADA RAMP PROPOSED ADA RAMP WITH HAND RAIL RELOCATED AC UNIT EXISTING TREE LIST TOTAL SITE AREA 37,144 TOTAL SITE CANOPY 11,171 SF PERCENTAGE OF EXISTING CANOPY ON ENTIRE SITE 30% PERCENTAGE OF EXISTING CANOPY REQUIRED TO REMAIN 60% TOTAL EXISTING SITE CANOPY TO REMAIN 11,171 SF PERCENTAGE OF REQUIRED EXISTING CANOPY TO REMAIN 100% TOTAL CALIPER INCHES ON SITE 187 TOTAL CALIPER INCHES TO BE REMOVED 0 TOTAL CALIPER TO REMAIN 187 TOTAL CALIPER INCHES TO BE MITIGATED FOR 0 EXISTING TREE CANOPY AND CALIPER CALCULATIONS EXISTING TREE CANOPY TO REMAIN TREE CONSERVATION PLAN0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 LEGEND EXISTING TREE CANOPY TREE PROTECTION FENCING DATENo.REVISIONBYDATE: SHEET 04-12-2024 CHECKED:SS DRAWN:EMS DESIGN:EMS1903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS FIRM #14199 File No:.Tom Thumb-SouthlakeSOUTHLAKE BLVD. ANDWHITES CHAPELSOUTHLAKE, TXDATE: 05/02/24 (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 .HI H IC S STERC CTTESAEETST AIREG 73 O F 5 3 ET XE R LDRE CAANDS M EP A P LEY.HI H IC S STERC CTTESAEETST AIREG 73 O F 5 3 ET XE R LDRE CAANDS M EP A P LEYTC-2 ZONING CASE NUMBER ZA24-0018 TREE CONSERVATIONDETAILS ANDSPECIFICATIONSTUNNEL TO MINIMIZE ROOT DAMAGE (TOP) AS OPPOSED TO SURFACE-DUG TRENCHES IN ROOT PROTECTION ZONE WHEN THE 5' MINIMUM DISTANCE FROM TRUNK CAN NOT BE ACHIEVED. TREES THAT ARE MARKED TO BE PRESERVED ON A SITE PLAN AND FOR WHICH UTILITIES MUST PASS TROUGH THEIR ROOT PROTECTION ZONES MAY REQUIRE TUNNELING AS OPPOSED TO OPEN TRENCHES. THE DECISION TO TUNNEL WILL BE DETERMINED ON A CASE BY CASE BASIS BY THE ENGINEER. TUNNELS SHALL BE DUG THROUGH THE ROOT PROTECTION ZONE IN ORDER TO MINIMIZE ROOT DAMAGE. (RPZ) ROOT PROTECTION ZONE IF BARE DIRT 8" MULCH OUTSIDE RPZ ESTABLISH FENCE PROTECTION MINIMUM 5' FROM TRUNK 6" MULCH INSIDE RPZ DRIP LINE OPEN TRENCHING MAY BE USED IF EXPOSED TREE ROOTS DO NOT EXCEED 3" OR ROOTS CAN BE BENT BACK. ROOT PROTECTION ZONE (RPZ) PROPERTY LINE TREE TRUNK STREET 5' CURB NOTES: 1.THE FENCING LOCATION SHOWN ABOVE IS DIAGRAMATIC ONLY AND WILL CONFORM TO THE DRIP LINE AND BE LIMITED TO PROJECT BOUNDARY. WHERE MULTIPLE ADJACENT TREES WILL BE ENCLOSED BY FENCING, THE FENCING SHALL BE CONTINUOUS AROUND ALL TREES. 2.FOR ACCEPTABLE FENCING MATERIALS SEE SPECIFICATIONS. AND UNDER DRIP LINE AS MINIMAL PROTECTION FOR ROOTS FROM CONSTRUCTION ACTIVITIES NOTES: 1.OPTION USED FOR TIGHT CONSTRUCTION AREAS OR WHEN CONSTRUCTION OCCURS IN ROOT PROTECTION ZONE. 2.FOR ACCEPTABLE FENCING MATERIALS SEE SPECIFICATIONS. 12" MIN & 48" MAX DEPTH TREE PROTECTION FENCE SCALE: NOT TO SCALEA B SCALE: NOT TO SCALE TREE PROTECTION FENCE - TIGHT CONSTRUCTION BORING THROUGH ROOT PROTECTION ZONE SCALE: NOT TO SCALEC ROOT PROTECTION ZONE (RPZ) MULCH INSIDE RPZ PROTECTION FENCE (SEE SPECS) MATERIALS 1.FABRIC: 4 FOOT HIGH ORANGE PLASTIC FENCING AS SHOWN ON THE PLANS AND SHALL BE WOVEN WITH 2 INCH MESH OPENINGS SUCH THAT IN A VERTICAL DIMENSION OF 23 INCHES ALONG THE DIAGONALS OF THE OPENINGS THERE SHALL BE AT LEAST 7 MESHES. 2.POSTS: POSTS SHALL BE A MINIMUM OF 72 INCHES LONG AND STEEL 'T' SHAPED WITH A MINIMUM WEIGHT OF 1.3 POUNDS PER LINEAR FOOT. 3.TIE WIRE: WIRE FOR ATTACHING THE FABRIC TO THE T-POSTS SHALL BE NOT LESS THAN NO. 12 GAUGE GALVANIZED WIRE. 4.USED MATERIALS: PREVIOUSLY-USED MATERIALS, MEETING THE ABOVE REQUIREMENTS AND WHEN APPROVED BY THE OWNER, MAY BE USED. CONSTRUCTION METHODS 1.ALL TREES AND SHRUBS SHOWN TO REMAIN WITHIN THE PROXIMITY OF THE CONSTRUCTION SITE SHALL BE PROTECTED PRIOR TO BEGINNING ANY DEVELOPMENT ACTIVITY. 2.EMPLOY THE SERVICES OF AN ISA (INTERNATIONAL SOCIETY OF ARBORICULTURE) CERTIFIED ARBORIST AND OBTAIN ALL REQUIRED PERMITS TO PRUNE THE EXISTING TREES FOR CLEANING, RAISING AND THINNING, AS MAY BE REQUIRED. 3.PROTECTIVE FENCING SHALL BE ERECTED OUTSIDE THE CRITICAL ROOT ZONE (CRZ, EQUAL TO 1' FROM THE TRUNK FOR EVERY 1" OF DBH) AT LOCATIONS SHOWN IN THE PLANS OR AS DIRECTED BY THE LANDSCAPE CONSULTANT AND/OR CITY ARBORIST, AND IN ACCORDANCE WITH THE DETAILS SHOWN ON THE PLANS. FENCING SHALL BE MAINTAINED AND REPAIRED BY THE CONTRACTOR DURING SITE CONSTRUCTION. TREES IN CLOSE PROXIMITY SHALL BE FENCED TOGETHER, RATHER THAN INDIVIDUALLY. 4.PROTECTIVE FENCE LOCATIONS IN CLOSE PROXIMITY TO STREET INTERSECTIONS OR DRIVES SHALL ADHERE TO THE APPLICABLE JURISDICTION'S SIGHT DISTANCE CRITERIA. 5.THE PROTECTIVE FENCING SHALL BE ERECTED BEFORE SITE WORK COMMENCES AND SHALL REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE. 6.THE INSTALLATION POSTS SHALL BE PLACED EVERY 6 FEET ON CENTER AND EMBEDDED TO 18 INCHES DEEP. MESH FABRIC SHALL BE ATTACHED TO THE INSTALLATION POSTS BY THE USE OF SUFFICIENT WIRE TIES TO SECURELY FASTEN THE FABRIC TO THE T-POSTS TO HOLD THE FABRIC IN A STABLE AND UPRIGHT POSITION. 7.WITHIN THE CRZ: a.DO NOT CLEAR, FILL OR GRADE IN THE CRZ OF ANY TREE. b.DO NOT STORE, STOCKPILE OR DUMP ANY JOB MATERIAL, SOIL OR RUBBISH UNDER THE SPREAD OF THE TREE BRANCHES. c.DO NOT PARK OR STORE ANY EQUIPMENT OR SUPPLIES UNDER THE TREE CANOPY. d.DO NOT SET UP ANY CONSTRUCTION OPERATIONS UNDER THE TREE CANOPY (SUCH AS PIPE CUTTING AND THREADING, MORTAR MIXING, PAINTING OR LUMBER CUTTING). e.DO NOT NAIL OR ATTACH TEMPORARY SIGNS METERS, SWITCHES, WIRES, BRACING OR ANY OTHER ITEM TO THE TREES. f.DO NOT PERMIT RUNOFF FROM WASTE MATERIALS INCLUDING SOLVENTS, CONCRETE WASHOUTS, ASPHALT TACK COATS (MC-30 OIL), ETC. TO ENTER THE CRZ. BARRIERS ARE TO BE PROVIDED TO PREVENT SUCH RUNOFF SUBSTANCES FROM ENTERING THE CRZ WHENEVER POSSIBLE, INCLUDING IN AN AREA WHERE RAIN OR SURFACE WATER COULD CARRY SUCH MATERIALS TO THE ROOT SYSTEM OF THE TREE. 8.ROUTE UNDERGROUND UTILITIES TO AVOID THE CRZ. IF DIGGING IS UNAVOIDABLE, BORE UNDER THE ROOTS, OR HAND DIG TO AVOID SEVERING THEM. 9.WHERE EXCAVATION IN THE VICINITY OF TREES MUST OCCUR, SUCH AS FOR IRRIGATION INSTALLATION, PROCEED WITH CAUTION, AND USING HAND TOOLS ONLY. 10.THE CONTRACTOR SHALL NOT CUT ROOTS LARGER THAN ONE INCH IN DIAMETER WHEN EXCAVATION OCCURS NEAR EXISTING TREES. ALL ROOTS LARGER THAN ONE INCH IN DIAMETER ARE TO BE CUT CLEANLY. FOR OAKS ONLY, ALL WOUNDS SHALL BE PAINTED WITH WOUND SEALER WITHIN 30 MINUTES 11.REMOVE ALL TREES, SHRUBS OR BUSHES TO BE CLEARED FROM PROTECTED ROOT ZONE AREAS BY HAND. 12.TREES DAMAGED OR KILLED DUE TO CONTRACTOR'S NEGLIGENCE DURING CONSTRUCTION SHALL BE MITIGATED AT THE CONTRACTOR'S EXPENSE AND TO THE PROJECT OWNER'S AND LOCAL JURISDICTION'S SATISFACTION. 13.ANY TREE REMOVAL SHALL BE APPROVED BY THE OWNER AND LOCAL JURISDICTION PRIOR TO ITS REMOVAL, AND THE CONTRACTOR SHALL HAVE ALL REQUIRED PERMITS FOR SUCH ACTIVITIES. 14.COVER EXPOSED ROOTS AT THE END OF EACH DAY WITH SOIL, MULCH OR WET BURLAP. 15.IN CRITICAL ROOT ZONE AREAS THAT CANNOT BE PROTECTED DUING CONSTRUCTION AND WHERE HEAVY TRAFFIC IS ANTICIPATED, COVER THE SOIL WITH EIGHT INCHES OF ORGANIC MULCH TO MINIMIZE SOIL COMPACTION. THIS EIGHT INCH DEPTH OF MULCH SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. 16.WATER ALL TREES IMPACTED BY CONSTRUCTION ACTIVITIES, DEEPLY ONCE A WEEK DURING PERIODS OF HOT DRY WEATHER. SPRAY TREE CROWNS WITH WATER PERIODICALLY TO REDUCE DUST ACCUMULATION ON THE LEAVES. 17.WHEN INSTALLING CONCRETE ADJACENT TO THE ROOT ZONE OF A TREE, USE A PLASTIC VAPOR BARRIER BEHIND THE CONCRETE TO PROHIBIT LEACHING OF LIME INTO THE SOIL. 18.CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL TREE PROTECTION FENCING WHEN ALL THREATS TO THE EXISTING TREES FROM CONSTRUCTION-RELATED ACTIVITIES HAVE BEEN REMOVED. D SCALE: NOT TO SCALE ROOT PRUNING DETAIL EXISTING GRADE NOTES 1.RETENTION AREAS WILL BE SET AS PART OF THE REVIEW PROCESS AND PRE-CONSTRUCTION MEETING. 2.BOUNDARIES OF RETENTION AREAS MUST BE STAKED AT THE PRE-CONSTRUCTION MEETING AND FLAGGED PRIOR TO ROOT PRUNING. 3.EXACT LOCATION OF ROOT PRUNING SHALL BE DETERMINED IN THE FIELD IN COORDINATION WITH THE FORESTRY INSPECTOR . 4.TRENCH SHOULD BE IMMEDIATELY BACKFILLED WITH EXCAVATED SOIL OR OTHER ORGANIC SOIL AS SPECIFIED PER PLAN OR BY THE FORESTRY INSPECTOR. 5.ROOTS SHALL BE CLEANLY CUT USING VIBRATORY KNIFE OR OTHER ACCEPTABLE EQUIPMENT. ROT PRUNING METHODS AND MEANS MUST BE IN ACCORDANCE WITH ANSI STANDARD A3000. 6.ALL PRUNING MUST BE EXECUTED AT LOD SHOWN ON PLANS OR AS AUTHORIZED IN WRITING BY THE FORESTRY INSPECTOR. 7.SUPPLEMENTAL WATERING MAY BE REQUIRED FOR ROOT PRUNED TREES THROUGHOUT THE GROWING SEASON DURING CONSTRUCTION AND SUBSEQUENT WARRANTY AND MAINTENANCE PERIOD. ROOT PRUNE VIA AIRSPACE OR TRENCH (6" WIDE MAX.) 24" MIN. DEPTH OR AS DETERMINED AT PRE-CONSTRUCTION MEETING. TREE PROTECTION FENCE TO BE ERECTED IN LINE WITH ROOT PRUNING LIMITS. SEE DETAILS AND SPECIFICATIONS FOR TREE PROTECTION FENCE REQUIREMENTS. TREE PROTECTION SPECIFICATIONS DATENo.REVISIONBYDATE: SHEET 04-12-2024 CHECKED:SS DRAWN:EMS DESIGN:EMS1903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS FIRM #14199 File No:.Tom Thumb-SouthlakeSOUTHLAKE BLVD. ANDWHITES CHAPELSOUTHLAKE, TXDATE: 05/02/24 (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 .HI H IC S STERC CTTESAEETST AIREG 73 O F 5 3 ET XE R LDRE CAANDS M EP A P LEY.HI H IC S STERC CTTESAEETST AIREG 73 O F 5 3 ET XE R LDRE CAANDS M EP A P LEYTC-3 ZONING CASE NUMBER ZA24-0018 SET "X" 50' B.L. PER CAB.A, SLIDE 5299 P.R.T.C.T. 10' U TI LI T Y E S M T P E R CAB. A, SLI D E 5 2 9 9 P.R.T. C. T.PER CAB. A, SLIDE 5299, P.R.T.C.T.LITTLE BER R Y G . H A L L SURVEY, ABSTRACT N O . 6 8 6 (S 00°03'51" W)(S 88°45'30" W)659652 653 654 655 656 657 658 653654655649650651652648648647646 646646 64664564464 4 645 64 5 644 644 645646 647648 649 6 4 9 6 5 0 6 5 1 6 5 2 6 5 3 6 5 4 6 5 5 656657658657656 65 5 65 4 653 651652653651652653654655656650648649650651652653654655656647646 647 648 649 650 651 652 653 654 655 656 657647 648 649 650 645 646646646645645644643 647648649647 FARM TO MARKET ROA D 1 7 0 9 W. SOUTHLAKE BOULE V A R D RIGHT OF WAY WIDTH V A R I E S COUNTY ROAD 3016N. WHITE CHAPEL BOULEVARDRIGHT OF WAY WIDTH VARIES10' UTILITY EASEMENT CABINET A, SLIDE 1216 P.R.T.C.T. 50' BUILDNG. LINE CABINET A, SLIDE 5299, P.R.T.C.T. 30' BUILDING LINE CABINET A, SLIDE 1216, P.R.T.C.T. TBM X-CUT ELEV.=656.20' ∆=1°28'10" R=2954.79' L=75.79' CB=S83°25'59"W C=75.78' S87°56'43"W 103.17' ∆=1°02'31" R=2949.79' L=53.65' CB=S86°41'30"W C=53.65'S0°44'56"E203.20'∆=2°05'04" R=2954.79' L=107.50' CB=S81°39'22"W C=107.50' 1324 1320 1321 1322 1333 1332 1331 1330 1329 1328 1326 1325 1323 1327 PROPOSED 3' RETAINING WALL LOT 4R L.B.G. HALL NO. 686 ADDITION CABINET A, SLIDE 5299, P.R.T.C.T. 0.85 AC (37,144 SF) 643.73± ME 644.12± ME 644.28± ME 644.64± ME 644.73± ME 644.60± ME 645.53± ME 645.43± ME 645.64± ME 631.85± ME 645.31± ME 645.55± ME 645.79± ME 646.03± ME 646.79± ME 646.79± ME 646.82± ME 646.85± ME 647.23± ME PRELIMINARY GRADING PLANC-1 LEGEND EXISTING CONTOUR PROPOSED CONTOUR PROPOSED GRADE (TOP OF PAVEMENT) ME MATCH EXISTING TW TOP OF WALL BW BOTTOM OF WALL TC TOP OF CURB 699.50 NOTES: 1.ALL SPOT ELEVATIONS ARE TO TOP OF PAVING UNLESS OTHERWISE NOTED. 2.EXISTING UTILITIES WERE OBTAINED FROM RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING UTILITIES AND NOTIFY THE ENGINEER FOR ANY DISCREPANCIES WITH THIS PLAN. 3.MAXIMUM SLOPE IN LANDSCAPE AREAS ARE NOT TO EXCEED 4:1; MIN EARTH GRADE IS 1%; MIN PAVING GRADE IS 0.5%. 4.ALL CURB HEIGHTS ARE 6-INCHES UNLESS NOTED OTHERWISE. 5.REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS REGARDING FILL COMPACTION AND MOISTURE CONTENT. 6.REF. STRUCTURAL PLANS, SPECIFICATIONS, AND GEOTECHNICAL REPORT FOR ALL BUILDING PAD PREPARATION CRITERIA. 7.THE CONTRACTOR SHALL CONSTRUCT ALL BARRIER FREE RAMPS PER CITY OF SOUTHLAKE AND ADA STANDARDS. 8.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO ADA STANDARDS. SLOPES SHALL NOT EXCEED 5% LONGITUDINAL SLOPE OR 2% CROSS SLOPE. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET AT ANY LOCATION. 9.GRADING OF ALL HANDICAPPED SPACES AND ROUTES IS TO CONFORM TO LOCAL, STATE, AND FEDERAL GUIDELINES. 10.CONTRACTOR SHALL ADJUST EXISTING VALVES, MANHOLE RIMS, ETC. AS NECESSARY TO MATCH FINISHED GRADE. 11.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM EXISTING & PROPOSED BUILDINGS. 700 695 DATENo.REVISIONBYDATE: SHEET File No. 5/2/2024 CHECKED:CLC DRAWN:SD DESIGN:CWP1903 CENTRAL DR. SUITE #1PHONE: 817.281.0572BEDFORD, TX 76092 WWW.CLAYMOOREENG.COMTEXAS REGISTRATION #14199 .PHILLIPS EDISON & CO.SOUTHLAKE BLVD. ANDWHITES CHAPELSOUTHLAKE, TXPRELIMINARY CLAYMOORE ENGINEERING 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 LOT 4R L.B.G. HALL NO. 686 ADDITION CABINET A, SLIDE 5299, P.R.T.C.T. P.R.T.C.T. LITTLE BER R Y G . H A L L SURVEY, ABSTRACT N O . 6 8 6 (S 00°03'51" W)(S 88°45'30" W)659652 653 654 655 656 657 658 653654655649650651652648648647646 646646 64664564464 4 645 64 5 644 644 645646 647648 649 6 4 9 6 5 0 6 5 1 6 5 2 6 5 3 6 5 4 6 5 5 656657658657656 65 5 65 4 653 651652653651652653654655656650648649650651652653654655656647646 647 648 649 650 651 652 653 654 655 656 657647 648 649 650 645 646646646645645644643 647648649647 FARM TO MARKET ROA D 1 7 0 9 W. SOUTHLAKE BOULE V A R D RIGHT OF WAY WIDTH V A R I E S COUNTY ROAD 3016N. WHITE CHAPEL BOULEVARDRIGHT OF WAY WIDTH VARIES10' UTILITY EASEMENT CABINET A, SLIDE 1216 P.R.T.C.T. 50' BUILDNG. LINE CABINET A, SLIDE 5299, P.R.T.C.T. 30' BUILDING LINE CABINET A, SLIDE 1216, P.R.T.C.T. FL-12"RCP=644.49'(W) FL-12"RCP=642.85'(E) TBM X-CUT ELEV.=656.20' ∆=1°28'10" R=2954.79' L=75.79' CB=S83°25'59"W C=75.78' S87°56'43"W 103.17' ∆=1°02'31" R=2949.79' L=53.65' CB=S86°41'30"W C=53.65'S0°44'56"E203.20'S80°36'49"W 22.29' ∆=2°05'04" R=2954.79' L=107.50' CB=S81°39'22"W C=107.50' 1324 1322 1333 1332 1331 1330 1329 1328 1326 1325 1323 1327 ACCESSSIDEWALKSIGN ACCESS SET "X" 8 SPACES 7 SPACES 6 SP A C E S 4 SPACES6 SPACES5 SPACES2 SPA C E S 13 PARKING SPACES12 PARKING SPACES8 PARKING SPACES9 PARKING SPACESCA R T H O L D E R 8 PARKING SPACES9 PARKING SPACES5 SPACES6 SPACES5 SPACESPLA N T E R PLA N T E R 50' B.L. PER CAB.A, SLIDE 5299 P.R.T.C.T. 10' U TI LI T Y E S M T P E R CAB. A, SLI D E 5 2 9 9 P.R.T. C. T. FND TXDOT DISK 30' COMMON ACCESS ESMTPER CAB. A, SLIDE 5299, P.R.T.C.T.FLOWS TO EX. BAR DITCH A-1 0.85 AC 7.47 CFS ACCORDING TO MAP NO. 48439C0085K, DATED SEPTEMBER 25, 2009 OF THE NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF TARRANT COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X", (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN). IF THIS SITE IS NOT WITHIN AN IDENTIFIED SPECIAL FLOOD HAZARD AREA, THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. FLOODPLAIN NOTE LEGEND DRAINAGE AREA LABEL DRAINAGE AREA (AC) FLOW QUANTITY (CFS) DIRECTION OF FLOW DRAINAGE AREA BOUNDARY # AC CFS SITE VICINITY MAP N.T.S. N 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 N WHITE CHAPEL BLVDW SOUTHLAKE BLVDN PEYTONVILLE AVEE S T A T E HW Y 1 1 4 N CARROLL AVEBYRON NELSONPKWYCOUNTY SURVEY:ABSTRACT NO. TARRANT HALL 686 CITY:STATE: SOUTHLAKE TEXAS LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 SURVEYOR: EAGLE SURVEYING 210 SOUTH ELM STREET, STE 104 DENTON, TX 76201 PH: 940.222.3009 SUNTREE STATION LLC 11501 NORTHLAKE DR. CINCINNATI, OH 45249 CASE # : ZA24-0018 CONTACT NAME: CLAY CRISTY CONTACT NAME: MASON DECKER HALL, LBG #686 ADDITION LOT 4R PRELIMINARY CLAYMOORE ENGINEERING DATENo.REVISIONBYDATE: SHEET 5/2/2024 CHECKED:CLC DRAWN:CWP DESIGN:CWP1903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS FIRM #14199 File No:.TOM THUMB FUEL CENTERSOUTHLAKE BLVD. ANDWHITE CHAPEL BLVD.SOUTHLAKE, TXPRELIMINARY DRAINAGE PLANC-2 LOT 4R L.B.G. HALL NO. 686 ADDITION CABINET A, SLIDE 5299, P.R.T.C.T. LOT 2R1 L.B.G. HALL NO. 686 ADDITION CABINET A, SLIDE 5299, P.R.T.C.T. LITTLE BER R Y G . H A L L SURVEY, ABSTRACT N O . 6 8 6 (S 00°03'51" W)(S 88°45'30" W) FARM TO MARKET ROA D 1 7 0 9 W. SOUTHLAKE BOULEV A R D RIGHT OF WAY WIDTH V A R I E S COUNTY ROAD 3016N. WHITE CHAPEL BOULEVARDRIGHT OF WAY WIDTH VARIES10' UTILITY EASEMENT CABINET A, SLIDE 1216 P.R.T.C.T. 50' BUILDNG. LINE CABINET A, SLIDE 5299, P.R.T.C.T. 30' BUILDING LINE CABINET A, SLIDE 1216, P.R.T.C.T. FL-12"RCP=644.49'(W) FL-12"RCP=642.85'(E) TBM X-CUT ELEV.=656.20' TBM X-CUT ELEV.=652.31' ∆=1°28'10" R=2954.79' L=75.79' CB=S83°25'59"W C=75.78' S87°56'43"W 103.17' ∆=1°02'31" R=2949.79' L=53.65' CB=S86°41'30"W C=53.65'S0°44'56"E203.20'S80°36'49"W 22.29' ∆=2°05'04" R=2954.79' L=107.50' CB=S81°39'22"W C=107.50' 1324 1320 1321 1322 1333 1332 1331 1330 1329 1328 1326 1325 1323 1327 SET "X" PLA N T E R PLA N T E R FND TXDOT DISK EX. 12"T EX. POWER POLE EX. METERS TO REMAIN EX. 1" DOM. SERVICE TO BE REUSED FOR SERVICE TO BUILDING EX. TRANSFORMER TO REMAIN EX. FHYD EX. FHYD 30' BUILDING LINE CABINET A, SLIDE 1216, P.R.T.C.T. 10' UTILITY EASEMENT CABINET A, SLIDE 1216 P.R.T.C.T. 50' BUILDNG. LINE CABINET A, SLIDE 5299, P.R.T.C.T. LOT 4R L.B.G. HALL NO. 686 ADDITION CABINET A, SLIDE 5299, P.R.T.C.T. 0.85 AC (37,144 SF) EX. POWER POLE EX. SEWER SERVICE AND GREASE TRAP TO BE REUSED FOR SERVICE TO BUILDING SITE VICINITY MAP N.T.S. PRELIMINARY CLAYMOORE ENGINEERING DATENo.REVISIONBYDATE: SHEET 5/2/2024 CHECKED:CLC DRAWN:CWP DESIGN:CWP1903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS FIRM #14199 File No:.TOM THUMB FUEL CENTERSOUTHLAKE BLVD. ANDWHITE CHAPEL BLVD.SOUTHLAKE, TXN 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 N WHITE CHAPEL BLVDW SOUTHLAKE BLVDN PEYTONVILLE AVEE S T A T E HW Y 1 1 4 N CARROLL AVEBYRON NELSONPKWYCOUNTY SURVEY:ABSTRACT NO. TARRANT HALL 686 CITY:STATE: SOUTHLAKE TEXAS LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 SURVEYOR: EAGLE SURVEYING 210 SOUTH ELM STREET, STE 104 DENTON, TX 76201 PH: 940.222.3009 SUNTREE STATION LLC 11501 NORTHLAKE DR. CINCINNATI, OH 45249 CASE # : ZA24-0018 CONTACT NAME: CLAY CRISTY CONTACT NAME: MASON DECKER HALL, LBG #686 ADDITION LOT 4R LEGEND EXISTING FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY EXISTING WATER MAIN PROPOSED WATER LINE AND GATE VALVE EXISTING SANITARY SEWER AND MANHOLE PROPOSED SANITARY SEWER LINE PROPOSED GAS LINE PROPOSED COMMUNICATIONS LINE PROPOSED UNDERGROUND ELECTRIC LINE S NOTES: 1.CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY COMPANIES AND IRRIGATION PLANS TO DETERMINE QUANTITY, SIZE, AND LOCATION FOR ALL CONDUIT AND SLEEVING REQUIRED TO SERVE BUILDING AND SITE. ALL CONDUIT AND SLEEVES SHALL BE INSTALLED PRIOR TO SUBGRADE PREPARATION AND PAVING. FRANCHISE UTILITY NOTES: 1.THE GAS, ELECTRIC AND TELEPHONE INFORMATION SHOWN ON THIS PLAN IS BASED UPON THE LATEST INFORMATION AVAILABLE FROM THE RESPECTIVE FRANCHISE UTILITY COMPANIES. IT IS INTENDED FOR PURPOSES OF GENERAL BIDDING AND BASIC CLARITY. SPECIFIC JOB SITE CONDITIONS SHALL BE FIELD VERIFIED PER NOTES 2 THROUGH 4 BELOW. THE FRANCHISE UTILITY CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR SAID FIELD CONDITIONS AND ASSOCIATED REVISIONS REQUIRED BY THE RESPECTIVE UTILITY COMPANIES INVOLVED. 2.THE FRANCHISE UTILITY CONTRACTOR SHALL CONTACT THE RESPECTIVE FRANCHISE UTILITY COMPANIES, VERIFY ALL REQUIREMENTS AND EQUIPMENT, AND FURNISH AND INSTALL, INCLUDING BUT NOT LIMITED TO, ALL METERS, TRANSFORMERS, CONDUIT, CONCRETE PADS, TRENCHING, AND BACKFILL NECESSARY FOR PROPER INSTALLATION. FRANCHISE UTILITY CONTRACTOR SHALL ALSO PAY ALL FEES AND CHARGES INCURRED AND COORDINATE WITH OTHER FRANCHISE UTILITY COMPANIES. 3.THE FRANCHISE UTILITY CONTRACTOR SHALL FIELD VERIFY, IN THE PRESENCE OF THE RESPECTIVE UTILITY COMPANY REPRESENTATIVES, THE LOCATION OF ALL EXISTING AND PROPOSED UTILITY SERVICES AND EQUIPMENT. THE FRANCHISE UTILITY CONTRACTOR SHALL INCLUDE IN HIS BID SUFFICIENT FUNDS TO COVER ALL COSTS REQUIRED BY UTILITY COMPANIES TO PROVIDE NEW SERVICES AND/OR UPGRADE EXISTING SERVICES. NO ALLOWANCES WILL BE MADE FOR FRANCHISE UTILITY CONTRACTOR'S UNFAMILIARITY WITH THE EXISTING CONDITION, REQUIREMENTS OF THE NEW CONDITIONS, AND/OR FAILURE TO COORDINATE INSTALLATION. 4.CONTRACTOR SHALL VERITY THAT METER AND TRANSFORMER LOCATIONS SHOWN MEET DESIGN CRITERIA BY FRANCHISE UTILITY COMPANIES FOR, BUT NOT LIMITED TO, THE OFFSET DISTANCE FROM FACE OF BUILDING.PRELIMINARY UTILITY PLANC-3 LOT 4R L.B.G. HALL NO. 686 ADDITION CABINET A, SLIDE 5299, P.R.T.C.T. LOT 2R1 L.B.G. HALL NO. 686 ADDITION CABINET A, SLIDE 5299, P.R.T.C.T. LITTLE BER R Y G . H A L L SURVEY, ABSTRACT N O . 6 8 6 (S 00°03'51" W)(S 88°45'30" W) FARM TO MARKET ROA D 1 7 0 9 W. SOUTHLAKE BOULE V A R D RIGHT OF WAY WIDTH V A R I E S COUNTY ROAD 3016N. WHITE CHAPEL BOULEVARDRIGHT OF WAY WIDTH VARIES10' UTILITY EASEMENT CABINET A, SLIDE 1216 P.R.T.C.T. 50' BUILDNG. LINE CABINET A, SLIDE 5299, P.R.T.C.T. 30' BUILDING LINE CABINET A, SLIDE 1216, P.R.T.C.T. FL-12"RCP=644.49'(W) FL-12"RCP=642.85'(E) TBM X-CUT ELEV.=656.20' TBM X-CUT ELEV.=652.31' ∆=1°28'10" R=2954.79' L=75.79' CB=S83°25'59"W C=75.78' S87°56'43"W 103.17' ∆=1°02'31" R=2949.79' L=53.65' CB=S86°41'30"W C=53.65'S0°44'56"E203.20'S74°54'1 1 " W 116.90' S80°36'49"W 22.29' ∆=2°05'04" R=2954.79' L=107.50' CB=S81°39'22"W C=107.50' 1324 1320 1321 1322 1333 1332 1331 1330 1329 1328 1326 1325 1323 1327409.6'61.3'409.6'SET "X" PLA N T E R PLA N T E R 50' B.L. PER CAB.A, SLIDE 5299 P.R.T.C.T. 36' COMMON ACCESS, UTILITY & DRAINAGE ESMT PER CAB. A, SLIDE 5299 P.R.T.C.T. 10' U TI LI T Y E S M T P E R CAB. A, SLI D E 5 2 9 9 P.R.T. C. T. FND TXDOT DISK PARTIAL RESPONSE ACTION AREA VOL.16919, PG. 9 D.R.T.C.T.30' COMMON ACCESS ESMTPER CAB. A, SLIDE 5299, P.R.T.C.T.PROPOSED FIRE LANE WITH HAMMER HEAD TURN AROUND PROPOSED FIRE LANE WITH HAMMER HEAD TURN AROUND 150' HOSE LAY 123' HOSE LAY EX FIRE HYDRANT EX FIRE HYDRANT 335.67' LEGEND FIRE LANE PROPOSED FIRE LANE STRIPPING SITE VICINITY MAP N.T.S. PRELIMINARY CLAYMOORE ENGINEERING DATENo.REVISIONBYDATE: SHEET 5/2/2024 CHECKED:CLC DRAWN:CWP DESIGN:CWP1903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS FIRM #14199 File No:.TOM THUMB FUEL CENTERSOUTHLAKE BLVD. ANDWHITE CHAPEL BLVD.SOUTHLAKE, TXBENCHMARKS: -TBM #1: AN "X" CUT FOUND IN CONCRETE ON N WHITE CHAPEL BLVD, APPROXIMATELY 41' NORTH AND 3' EAST OF THE EXISTING NORTH EAST PROPERTY CORNER. ELEVATION: 652.31 -TBM #2: AN "X" CUT FOUND IN CONCRETE ON W SOUTHLAKE BLVD, APPROXIMATELY 36' SOUTH AND 45' WEST OF THE SOUTH EAST PROPERTY CORNER. ELEVATION: 656.20 -CITY BENCHMARK: MONUMENT 36 GEODETIC DATA LATITUDE: 32° 56' 28.72525" LONGITUDE: 97° 08' 58.47623" ELLIP HGHT: 584.92 N 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 N WHITE CHAPEL BLVDW SOUTHLAKE BLVDN PEYTONVILLE AVEE S T A T E HW Y 1 1 4 N CARROLL AVEBYRON NELSONPKWYCOUNTY SURVEY:ABSTRACT NO. TARRANT HALL 686 CITY:STATE: SOUTHLAKE TEXAS LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 SURVEYOR: EAGLE SURVEYING 210 SOUTH ELM STREET, STE 104 DENTON, TX 76201 PH: 940.222.3009 SUNTREE STATION LLC 11501 NORTHLAKE DR. CINCINNATI, OH 45249 CASE # : ZA24-0018 CONTACT NAME: CLAY CRISTY CONTACT NAME: MASON DECKER HALL, LBG #686 ADDITION LOT 4R FIRE LANE HOSE LAY EXHIBITC-4 ACCESSSIDEWALK 8 SPACES 7 SPACES 6 SP A C E S 8 PARKING SPACES9 PARKING SPACES8 PARKING SPACES9 PARKING SPACES5 SPACES6 SPACES10' U TI LI T Y E S M T P E R A, SLI D E 5 2 9 9 LITTLE BER R Y G . H A L L SURVEY, ABSTRACT N O . 6 8 6 (S 00°03'51" W)(S 88°45'30" W)649650651652648648647646 646646 64664564464 4 645 64 5 644 644 645646 647648 649 6 5 0 6 5 1 6 5 2 6 5 3 6 5 4 6 5 5 656657658657656 65 5 65 4 653 651652653651652653654655656650648649650651652653654655656647646 647 648 649 650 651 652 653 654 655 656 657647 648 649 650 645 646646646645645644643 647648649647 FARM TO MARKET RO A D 1 7 0 9 W. SOUTHLAKE BOULE V A R D RIGHT OF WAY WIDTH V A R I E S COUNTY ROAD 3016N. WHITE CHAPEL BOULEVARDRIGHT OF WAY WIDTH VARIES10' UTILITY EASEMENT CABINET A, SLIDE 1216 P.R.T.C.T. 50' BUILDNG. LINE CABINET A, SLIDE 5299, P.R.T.C.T. 30' BUILDING LINE CABINET A, SLIDE 1216, P.R.T.C.T. ∆ S87°56'43"W 103.17' ∆S0°44'56"E203.20'∆20' TYPE 0BUFFERYARDSITE TRIANGLE (TYP.) 10' TYPE E BUFFERYARD 10' TYPE E BUFFERYARD TREES BEING USED AS CREDIT TOWARDS SOUTHERN BOUNDARY TREE REQUIREMENTS. TREE BEING USED AS CREDIT TOWARDS SOUTHERN BOUNDARY TREE REQUIREMENTS. TREES BEING USED AS CREDIT TOWARDS EASTERN BOUNDARY TREE REQUIREMENTS. (2) SO (3) DY (3) SP (10) DB (8) SP (4) DY (3) RY (5) DH (1) SO PROPOSED ATM EXISTING DUMPSTER TO BE DEMOLISHED AND RECONSTRUCTED EXISTING PUMP LOCATIONS TO BE REUSED PROPOSED FUEL TANK ADA PARKING TO BE RECONSTRUCTED PROPOSED FUEL VENTS EXISTING SIGN TO BE REPURPOSED EXISTING BUILDING TO HAVE AN UPDATED FACADE. REFER TO ELEVATIONS. PIPE BOLLARDS AT PARKING STALLS ADA RAMP PROPOSED ADA RAMP WITH HAND RAIL RELOCATED AC UNIT (3) SP (3) RY (15) DB (3) DB (3) DB (5) DB (14) DB LANDSCAPE PLANTING0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 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.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES, OUTSIDE OF THE PROPERTY LIMITS, SHALL RECEIVE SOD PER THE PLANT SCHEDULE. 7.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: EXISTING BULDING TO REMAIN PARKING LOT LANDSCAPE PROVIDEDREQUIRED 75% PARKING BETWEEN BLDG. AND R.O.W.12 SPACES 180 sf 550 sf 9 SPACES 9 X 20 SF = 180 SF PROPOSED ZONING SP-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 Suntree Station LLC 11501 Northlake Drive Cincinnati, OH 45249 OWNER DATENo.REVISIONBYDATE: SHEET 04-12-2024 CHECKED:SS DRAWN:EMS DESIGN:EMS1903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS FIRM #14199 File No:.Tom Thumb-SouthlakeSOUTHLAKE BLVD. ANDWHITES CHAPELSOUTHLAKE, TXDATE: 05/02/24 (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 .HI H IC S STERC CTTESAEETST AIREG 73 O F 5 3 ET XE R LDRE CAANDS M EP A P LEY.HI H IC S STERC CTTESAEETST AIREG 73 O F 5 3 ET XE R LDRE CAANDS M EP A P LEYLP-1 ZONING CASE NUMBER ZA24-0018EACH PARKING ISLAND WITH A CANOPY TREE 4 TREES 4 TREE (2 EXISTING, 2 PROPOSED) SYMBOL CODE QTY BOTANICAL / COMMON NAME CAL.CONT.SIZE CANOPY TREES SO 2 Quercus shumardii Shumard Red Oak B & B 4" Cal 12` min. EXISTING TREES E4 10 Existing tree to remain --- SYMBOL CODE QTY BOTANICAL / COMMON NAME CONTAINER SPACING SIZE SPACING SHRUBS RY 6 Hesperaloe parviflora Red Yucca 5 GAL 36" OC 36" o.c. DB 50 Ilex cornuta `Burfordii Nana` Dwarf Burford Holly 5 GAL 36" OC 36" o.c. DY 8 Ilex vomitoria `Nana` Dwarf Yaupon Holly 5 GAL 36" OC 36" o.c. DH 5 Rhaphiolepis indica `Pinkie` Pinkie Indian Hawthorn 5 GAL 36" OC 36" o.c. SP 14 Spiraea x `Bailcarol` TM Sundrop Spirea 5 GAL 36" OC 36" o.c. SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT SPACING SIZE SHRUB AREAS ES 594 sf Existing Shrubs --- SOD/SEED ET 7,955 sf EXISTING TURF --- PLANT SCHEDULE LS PLAN EXISTING SHRUBS TO REMAIN IN PLACE, TYP. EXISTING SHRUBS TO REMAIN IN PLACE, TYP. EXISTING SHRUBS TO REMAIN IN PLACE, TYP. LANDSCAPE ORDINANCE 544-B 3.0 LANDSCAPE / IRRIGATION REQUIREMENTS 3.1 GENERAL: THE REQUIREMENTS HEREIN SHALL APPLY TO ALL NEW NON-RESIDENTIAL CONSTRUCTION AND MULTI-FAMILY CONSTRUCTION OTHER THAN DUPLEX USES. THE REQUIREMENTS FOR LANDSCAPING SHALL COMBINE THE BUFFERYARD REQUIREMENTS, MINIMUM LANDSCAPE AREAS ON THE INTERIOR PORTION OF THE LOT, AND MINIMUM LANDSCAPE AREAS FOR PARKING AREAS. a.EXISTING BUILDINGS: BUILDINGS IN EXISTENCE ON THE EFFECTIVE DATE OF THIS ORDINANCE SHALL BE CONSIDERED LEGALLY NONCONFORMING AS IT PERTAINS TO THIS ORDINANCE. ZONING SECTION 42 42.4 DETERMINATION OF BUFFERYARD REQUIREMENTS - THE REQUIREMENTS HEREIN SHALL APPLY TO ALL NEW NONRESIDENTIAL, COMMUNITY SERVICE, MULTIPLE-FAMILY AND TWO-FAMILY CONSTRUCTION AND CERTAIN DEVELOPMENT ADJACENT TO PUBLIC RIGHTS-OF-WAY AS DESCRIBED IN TABLE TWO OF THIS SECTION. c.EXISTING BUILDINGS: BUILDINGS IN EXISTENCE ON THE EFFECTIVE DATE OF THIS ORDINANCE MAY BE CONSIDERED NONCONFORMING AS TO BUFFERYARD REQUIREMENTS. THE REQUIREMENTS HEREIN SHALL APPLY TO NEW CONSTRUCTION NECESSARY TO REPLACE A NONCONFORMING STRUCTURE WHICH HAS BEEN DESTROYED BY ANY MEANS TO AN EXTENT OF MORE THAN FIFTY PERCENT (50%) OF ITS REPLACEMENT COST AT THE TIME OF DESTRUCTION. SUMMARY CHART - BUFFERYARDS LOCATION REQUIRED / PROVIDED LENGTH BUFFERYARD WIDTH - TYPE CANOPY TREES ACCENT TREES SHRUBS FENCE / SCREENING NORTH REQUIRED 269'5' - A 3 5 22 NONE PROVIDED NONE***NONE***NONE***NONE***NONE***NONE*** EAST REQUIRED 224 10' - E 2 4 18 NONE PROVIDED 224 10' - E 4*0**18 NONE SOUTH REQUIRED 233 20' - 0 9*7**33 NONE PROVIDED 233 20' - 0 9*3 33****NONE WEST REQUIRED 159 5' - A 2 3 13 NONE PROVIDED NONE***NONE***NONE***NONE***NONE***NONE * TOTAL INCLUDES EXISTING TREES TO REMAIN ON SITE ** REDUCED DUE TO EXISTING TREES TO REMAIN (1 CANOPY TREE = 2 ACCENT TREES) *** PER SP-2 ZONING NO BUFFER YARDS WILL BE PROVIDED FOR INTERNAL BOUNDARY LINES **** TOTAL INCLUDES 22 EXISTING SHRUBS - CONTRACTOR TO VERIFY QUANTITY AND HEALTH OF EXISTING SHRUBS. CONTRACTOR TO REPLACE DEFICIENT SHRUBS WITH LIKE KIND. CODE REQUIREMENTS LANDSCAPE DETAILS ANDSPECICATIONSGENERAL A.QUALIFICATIONS OF LANDSCAPE CONTRACTOR 1.ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM SPECIALIZING IN LANDSCAPE PLANTING. 2.A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES. 3.THE LANDSCAPE CONTRACTOR SHALL HOLD A VALID NURSERY AND FLORAL CERTIFICATE ISSUED BY THE TEXAS DEPARTMENT OF AGRICULTURE, AS WELL AS OPERATE UNDER A COMMERCIAL PESTICIDE APPLICATOR LICENSE ISSUED BY EITHER THE TEXAS DEPARTMENT OF AGRICULTURE OR THE TEXAS STRUCTURAL PEST CONTROL BOARD. B.SCOPE OF WORK 1.WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK, SPECIFIED HEREIN AND / OR SHOWN ON THE LANDSCAPE PLANS, NOTES, AND DETAILS. 2.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS. 3.THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK. PRODUCTS A.ALL MANUFACTURED PRODUCTS SHALL BE NEW. B.CONTAINER AND BALLED-AND-BURLAPPED PLANTS: 1.FURNISH NURSERY-GROWN PLANTS COMPLYING WITH ANSI Z60.1-2014. PROVIDE WELL-SHAPED, FULLY BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ALL TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE PROJECT SITE, AND WITH SIMILAR CLIMACTIC CONDITIONS. 2.ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED ROOT SYSTEMS, NON-POT-BOUND, FREE FROM ENCIRCLING AND/OR GIRDLING ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS J-SHAPED ROOTS). 3.ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE THE SOLE JUDGES AS TO THE ACCEPTABILITY OF PLANT MATERIAL. 4.ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING. 5.CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES ABOVE THE ROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE INCHES ABOVE THE ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER. 6.MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF THE ROOT BALL. 7.ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THAT THE ROOT FLARE HAS BEEN COMPLETELY COVERED, SHALL BE REJECTED. C.SOD: PROVIDE WELL-ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM HEALTHY, MATURE TURF WITH SOIL THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE ACCOMPANIED BY A CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD. D.SEED: PROVIDE BLEND OF SPECIES AND VARIETIES AS NOTED ON THE PLANS, WITH MAXIMUM PERCENTAGES OF PURITY, GERMINATION, AND MINIMUM PERCENTAGE OF WEED SEED AS INDICATED ON PLANS. EACH BAG OF SEED SHALL BE ACCOMPANIED BY A TAG FROM THE SUPPLIER INDICATING THE COMPOSITION OF THE SEED. E.TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN ½ INCH, FOREIGN MATTER, PLANTS, ROOTS, AND SEEDS. F.COMPOST: WELL-COMPOSTED, STABLE, AND WEED-FREE ORGANIC MATTER, pH RANGE OF 5.5 TO 8; MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 3/4-INCH SIEVE; SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M; NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO PLANTINGS. NO MANURE OR ANIMAL-BASED PRODUCTS SHALL BE USED. G.FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, AND OTHER NUTRIENTS IN PROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOIL REPORT FROM A QUALIFIED SOIL-TESTING AGENCY (SEE BELOW). H.MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS. I.WEED FABRIC: 5 OUNCE, WOVEN, NEEDLE-PUNCHED FABRIC, SUCH AS DEWITT PRO5 LANDSCAPE FABRIC (OR APPROVED EQUAL). J.TREE STAKING AND GUYING 1.STAKES: 6' LONG GREEN METAL T-POSTS. 2.GUY AND TIE WIRE: ASTM A 641, CLASS 1, GALVANIZED-STEEL WIRE, 2-STRAND, TWISTED, 0.106 INCH DIAMETER. 3.STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-1/2 INCH WIDE, WITH GROMMETS TO PROTECT TREE TRUNKS FROM DAMAGE. M.STEEL EDGING: PROFESSIONAL STEEL EDGING, 14 GAUGE THICK X 4 INCHES WIDE, FACTORY PAINTED DARK GREEN. ACCEPTABLE MANUFACTURERS INCLUDE COL-MET OR APPROVED EQUAL. N.PRE-EMERGENT HERBICIDES: ANY GRANULAR, NON-STAINING PRE-EMERGENT HERBICIDE THAT IS LABELED FOR THE SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE-EMERGENT HERBICIDES SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES. METHODS A.SOIL PREPARATION 1.BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST. 2.SOIL TESTING: a.AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES TESTED BY AN ESTABLISHED SOIL TESTING LABORATORY FOR THE FOLLOWING: SOIL TEXTURAL CLASS, GENERAL SOIL FERTILITY, pH, ORGANIC MATTER CONTENT, SALT (CEC), LIME, SODIUM ADSORPTION RATIO (SAR) AND BORON CONTENT. EACH SAMPLE SUBMITTED SHALL CONTAIN NO LESS THAN ONE QUART OF SOIL. b.CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG WITH THE SOIL SAMPLES. c.THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE FOLLOWING (AS APPROPRIATE): GENERAL SOIL PREPARATION AND BACKFILL MIXES, PRE-PLANT FERTILIZER APPLICATIONS, AND ANY OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE. 3.THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT RECOMMENDATIONS. ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS, EITHER INCREASE OR DECREASE, SHALL BE SUBMITTED TO THE OWNER WITH THE REPORT. 4.FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING: a.TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS-RIPPING: i.NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F. ii.PREPLANT TURF FERTILIZER (10-20-10 OR SIMILAR, SLOW RELEASE, ORGANIC) - 15 LBS PER 1,000 S.F. iii."CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE b.TREES, SHRUBS, AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS-RIPPING: i.NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F. ii.12-12-12 FERTILIZER (OR SIMILAR, ORGANIC, SLOW RELEASE) - 10 LBS. PER CU. YD. iii."CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE iv.IRON SULPHATE - 2 LBS. PER CU. YD. 5.CONTRACTOR SHALL ENSURE THAT THE GRADE IN SOD AREAS SHALL BE 1" BELOW FINISH GRADE BEFORE INSTALLING SOIL AMENDMENTS, AND 2" BELOW FINISH GRADE IN SHRUB AREAS BEFORE INSTALLING SOIL AMENDMENTS. MULCH COVER WITHIN 6" OF CONCRETE WALKS AND CURBS SHALL NOT PROTRUDE ABOVE THE FINISH SURFACE OF THE WALKS AND CURBS. MULCH COVER WITHIN 12" OF WALLS SHALL BE AT LEAST 3" LOWER THAN THE TOP OF WALL. 6.ONCE SOIL PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT THERE ARE NO DEBRIS, TRASH, OR STONES LARGER THAN 1" REMAINING IN THE TOP 6" OF SOIL. B.GENERAL PLANTING 1.REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS. 2.EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE-EMERGENT HERBICIDES AT THE MANUFACTURER'S RECOMMENDED RATE. 3.TRENCHING NEAR EXISTING TREES: a.CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE CRITICAL ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A RADIUS EQUAL TO 1' FOR EVERY 1" OF TRUNK DIAMETER-AT-BREAST-HEIGHT (4.5' ABOVE THE AVERAGE GRADE AT THE TRUNK). b.ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ. c.ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE TREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST. CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS. d.ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY. DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS. C.TREE PLANTING 1.TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THE WIDTH OF THE ROOTBALL, AND TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL LESS TWO TO FOUR INCHES. 2.SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OF THE TREE. REMOVE ANY GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE. 3.FOR CONTAINER AND BOX TREES, TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHER ROOT DEFECTS, THE CONTRACTOR SHALL SHAVE A 1" LAYER OFF OF THE SIDES AND BOTTOM OF THE ROOTBALL OF ALL TREES JUST BEFORE PLACING INTO THE PLANTING PIT. DO NOT "TEASE" ROOTS OUT FROM THE ROOTBALL. 4.INSTALL THE TREE ON UNDISTURBED SUBGRADE SO THAT THE TOP OF THE ROOTBALL IS TWO TO FOUR INCHES ABOVE THE SURROUNDING GRADE. 5.BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON-SITE. ROCKS LARGER THAN 1" DIA. AND ALL OTHER DEBRIS SHALL BE REMOVED FROM THE SOIL PRIOR TO THE BACKFILL. SHOULD ADDITIONAL SOIL BE REQUIRED TO ACCOMPLISH THIS TASK, USE STORED TOPSOIL FROM ON-SITE OR IMPORT ADDITIONAL TOPSOIL FROM OFF-SITE AT NO ADDITIONAL COST TO THE OWNER. IMPORTED TOPSOIL SHALL BE OF SIMILAR TEXTURAL CLASS AND COMPOSITION IN THE ON-SITE SOIL. 6.THE TOTAL NUMBER OF TREE STAKES (BEYOND THE MINIMUMS LISTED BELOW) WILL BE LEFT TO THE LANDSCAPE CONTRACTOR'S DISCRETION. SHOULD ANY TREES FALL OR LEAN, THE LANDSCAPE CONTRACTOR SHALL STRAIGHTEN THE TREE, OR REPLACE IT SHOULD IT BECOME DAMAGED. TREE STAKING SHALL ADHERE TO THE FOLLOWING GUIDELINES: a.1"-2" TREES TWO STAKES PER TREE b.2-1/2"-4" TREES THREE STAKES PER TREE c.TREES OVER 4" CALIPER GUY AS NEEDED d.MULTI-TRUNK TREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS AS NEEDED TO STABILIZE THE TREE 7.UPON COMPLETION OF PLANTING, CONSTRUCT AN EARTH WATERING BASIN AROUND THE TREE. COVER THE INTERIOR OF THE TREE RING WITH THE WEED BARRIER CLOTH AND TOPDRESS WITH MULCH (TYPE AND DEPTH PER PLANS). D.SHRUB, PERENNIAL, AND GROUNDCOVER PLANTING 1.DIG THE PLANTING HOLES TWICE AS WIDE AND 2" LESS DEEP THAN EACH PLANT'S ROOTBALL. INSTALL THE PLANT IN THE HOLE. BACKFILL AROUND THE PLANT WITH SOIL AMENDED PER SOIL TEST RECOMMENDATIONS. 2.INSTALL THE WEED BARRIER CLOTH, OVERLAPPING IT AT THE ENDS. UTILIZE STEEL STAPLES TO KEEP THE WEED BARRIER CLOTH IN PLACE. 3.WHEN PLANTING IS COMPLETE, INSTALL MULCH (TYPE AND DEPTH PER PLANS) OVER ALL PLANTING BEDS, COVERING THE ENTIRE PLANTING AREA. E.SODDING 1.SOD VARIETY TO BE AS SPECIFIED ON THE LANDSCAPE PLAN. 2.LAY SOD WITHIN 24 HOURS FROM THE TIME OF STRIPPING. DO NOT LAY IF THE GROUND IS FROZEN. 3.LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD STRIPS - DO NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES. 4.ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOD'S ROOT SYSTEM WITH THE SOIL UNDERNEATH. 5.WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN AT LEAST SIX INCHES OF PENETRATION INTO THE SOIL BELOW THE SOD. F.CLEAN UP 1.DURING LANDSCAPE PREPARATION AND PLANTING, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS IN A NEAT, ORDERLY CONDITION. 2.DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE. G.INSPECTION AND ACCEPTANCE 1.UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY. 2.WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE LANDSCAPE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION WITHIN 24 HOURS. 3.THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS BEEN RE-INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE PERIODS WILL COMMENCE. H.LANDSCAPE MAINTENANCE 1.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK SHOWN ON THESE PLANS FOR 90 DAYS BEYOND FINAL ACCEPTANCE OF ALL LANDSCAPE WORK BY THE OWNER. LANDSCAPE MAINTENANCE SHALL INCLUDE WEEKLY SITE VISITS FOR THE FOLLOWING ACTIONS (AS APPROPRIATE): PROPER PRUNING, RESTAKING OF TREES, RESETTING OF PLANTS THAT HAVE SETTLED, MOWING AND AERATION OF LAWNS, WEEDING, RESEEDING AREAS WHICH HAVE NOT GERMINATED WELL, TREATING FOR INSECTS AND DISEASES,REPLACEMENT OF MULCH, REMOVAL OF LITTER, REPAIRS TO THE IRRIGATION SYSTEM DUE TO FAULTY PARTS AND/OR WORKMANSHIP, AND THE APPROPRIATE WATERING OF ALL PLANTINGS. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON TO MAXIMIZE WATER CONSERVATION. 2. SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL, HEALTHY STAND OF GRASS AT NO ADDITIONAL COST TO THE OWNER. 3.TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWING CONDITIONS MUST OCCUR: a.THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR SEASONAL DORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BE REJECTED AND REPLACED BY HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE. b.ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE. c.SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 1/2 INCHES BEFORE FIRST MOWING. HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY GROWTH. BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE RESODDED OR RESEEDED (AS APPROPRIATE) PRIOR TO FINAL ACCEPTANCE. ALL SODDED TURF SHALL BE NEATLY MOWED. I.WARRANTY PERIOD, PLANT GUARANTEE AND REPLACEMENTS 1.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD, SEEDED/HYDROMULCHED AREAS, AND IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE OWNER'S FINAL ACCEPTANCE (90 DAYS FOR ANNUAL PLANTS). THE CONTRACTOR SHALL REPLACE, AT HIS OWN EXPENSE AND TO THE SATISFACTION OF THE OWNER, ANY PLANTS WHICH DIE IN THAT TIME, OR REPAIR ANY PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY. 2.AFTER THE INITIAL MAINTENANCE PERIOD AND DURING THE GUARANTEE PERIOD, THE LANDSCAPE CONTRACTOR SHALL ONLY BE RESPONSIBLE FOR REPLACEMENT OF PLANTS WHEN PLANT DEATH CANNOT BE ATTRIBUTED DIRECTLY TO OVERWATERING OR OTHER DAMAGE BY HUMAN ACTIONS. J.PROVIDE A MINIMUM OF (2) COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF WORK. A RECORD DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS. PLANTING SPECIFICATIONS PLANTING AT PARKING AREA SCALE: NOT TO SCALED OF MATURE CANOPY 2 3 41 1 CURB. 2 MULCH LAYER. 3 PLANT. 4 TURF (WHERE SHOWN ON PLAN). STEEL EDGING SCALE: NOT TO SCALEC 1 ROLLED-TOP STEEL EDGING PER PLANS. 2 TAPERED STEEL STAKES. 3 MULCH, TYPE AND DEPTH PER PLANS. NOTES: 1)INSTALL EDGING SO THAT STAKES WILL BE ON INSIDE OF PLANTING BED. 2)BOTTOM OF EDGING SHALL BE BURIED A MINIMUM OF 1" BELOW FINISH GRADE. 3)TOP OF MULCH SHALL BE 1" LOWER THAN TOP OF EDGING. 1 2 3 4 4 FINISH GRADE. 4 3 2 1 5 6 7 4 1 2 3 SHRUB, PERENNIAL, OR ORNAMENTAL GRASS. MULCH, TYPE AND DEPTH PER PLANS. PLACE NO MORE THAN 1" OF MULCH WITHIN 6" OF PLANT CENTER. FINISH GRADE. BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. ROOT BALL. UNDISTURBED NATIVE SOIL. 3" HIGH EARTHEN WATERING BASIN. 5 6 7 SHRUB AND GROUNDCOVER PLANTING SCALE: NTSB TREE PLANTING SCALE: NOT TO SCALEA 5 6 7 4 1 8 9 11 10 12 PREVAILING WINDS NOTES: 1.SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE. 2.REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THAT COVERS THE ROOT FLARE. THE PLANTING HOLE DEPTH SHALL BE SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE ROOT FLARE IS 2"-4" ABOVE FINISH GRADE. 3.FOR B&B TREES, CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE PLACING TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OF BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL NYLON TIES, TWINE, ROPE, AND OTHER PACKING MATERIAL. REMOVE AS MUCH BURLAP FROM AROUND ROOTBALL AS IS PRACTICAL. 4.REMOVE ALL NURSERY STAKES AFTER PLANTING. 5.FOR TREES 36" BOX/2.5" CAL. AND LARGER, USE THREE STAKES OR DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND TREE. 6.STAKING SHALL BE TIGHT ENOUGH TO PREVENT TRUNK FROM BENDING, BUT LOOSE ENOUGH TO ALLOW SOME TRUNK MOVEMENT IN WIND. 1 2 3 TREE CANOPY. CINCH-TIES (24" BOX/2" CAL. TREES AND SMALLER) OR 12 GAUGE GALVANIZED WIRE WITH NYLON TREE STRAPS AT TREE AND STAKE (36" BOX/2.5" CAL. TREES AND LARGER). SECURE TIES OR STRAPS TO TRUNK JUST ABOVE LOWEST MAJOR BRANCHES. GREEN STEEL T-POSTS. EXTEND POSTS 12" MIN. INTO UNDISTURBED SOIL. 24" X 3/4" P.V.C. MARKERS OVER WIRES. PRESSURE-TREATED WOOD DEADMAN, TWO PER TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND 18" MIN. INTO UNDISTURBED SOIL. MULCH, TYPE AND DEPTH PER PLANS. DO NOT PLACE MULCH WITHIN 6" OF TRUNK. FINISH GRADE. BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. ROOT BALL. UNDISTURBED NATIVE SOIL. 4" HIGH EARTHEN WATERING BASIN. TRUNK FLARE. CONIFEROUS TREE PREVAILING WINDS STAKING EXAMPLES (PLAN VIEW) 2 4 6 7 8 9 10 11 1 4 5 2 3 5 12 NON-CONIFEROUS TREE 13 13 FINISH GRADE. ROOT BARRIER - PLAN VIEW SCALE: NOT TO SCALEE TYPICAL CURB AND GUTTER TYPICAL PLANTING AREA LINEAR ROOT BARRIER MATERIAL. SEE PLANTING NOTES FOR TYPE AND MANUFACTURER. INSTALL PER MANUFACTURER'S SPECIFICATIONS. TREE CANOPY TREE TRUNK TYPICAL WALKWAY OR PAVING1 2 3 4 5 6 1 4 2 3 5 65'5'5'5'OPEN LANDSCAPE TO 10' PARKWAY OR ISLAND NOTES: 1)INSTALL ROOT BARRIERS NEAR ALL NEWLY-PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. 2)BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL.DATENo.REVISIONBYDATE: SHEET 04-12-2024 CHECKED:SS DRAWN:EMS DESIGN:EMS1903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS FIRM #14199 File No:.Tom Thumb-SouthlakeSOUTHLAKE BLVD. ANDWHITES CHAPELSOUTHLAKE, TXDATE: 05/02/24 (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 .HI H IC S STERC CTTESAEETST AIREG 73 O F 5 3 ET XE R LDRE CAANDS M EP A P LEY.HI H IC S STERC CTTESAEETST AIREG 73 O F 5 3 ET XE R LDRE CAANDS M EP A P LEYLP-2 ZONING CASE NUMBER ZA24-0018