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Item 11 - Plans
SANCTUARYADDITION(1,754 SF)FF = 644.00PROPOSED ARCADE(COVERED)S89°13'40"W 704.42'19.71'111.50'100.14'99.86'S00°34'41"E 727.73' N00°41'10"W 728.96'N89°19'39"E 705.79'PEARSON LANE(VARIABLE WIDTH PUBLIC RIGHT OF WAYBY USE AND OCCUPATION) CHESAPEAK LANE (50' WIDTH PUBLIC RIGHT OF WAY)EXISTINGMONUMENT SIGNPROPOSED BUILDING ADDITIONEXISTING ADA PARKINGEXISTING TREETO REMAIN, TYP.±24.9'101.2'EXISTINGCONCRETE SIDEWALK141.3'EXISTING PARKING LOTSTRIPINGEXISTING PARKING LOTSTRIPING246.8'±1065 TO WSOUTHLAKE BLVD.±1382' TO UNION CHURCH ROAD EXISTING FIRE HYDRANTEXISTING POWER POLEEXISTING 18" RCPEXISTING 18" RCPEXISTING POWER POLE,TYP.EXISTING LIGHT POLEEXISTING LIGHT POLEEXISTING MAIL BOXEXISTING BUILDING (TO REMAIN)EXISTING BUILDING (TO REMAIN)EXISTING UTL. TELE.EXISTING CONCRETEFIRE LANEEXISTING 8' WOOD PICKETDUMPSTER ENCLOSURE AND GATES86.6'PROPOSED LIGHT POLEPROPOSED LIGHT POLEPROPOSEDFLAG POLEEXISTING OPEN SPACE/FIELDEXISTING OPEN SPACE/FIELDEXISTING OPEN SPACE/FIELDEXISTING PLAYGROUNDEXISTING 18" RCPEXISTING 18" RCPPAVEMENT TYPE: CONCRETE PAVEMENT TYPE: ASPHALT30' BUILDING SETBACK, PER PLAT(CAB. A, SL. 1346 P.R.T.C.T.)EXISTING DRIVEWAYEXISTINGDRIVEWAY40' BUILDING SETBACK40' BUILDING SETBACK40' BUILDING SETBACKEXISTING SHEDPROPOSED FENCE AND GATETO MATCH EXISTINGEXISTING 6' WROUGHT IRON FENCEPROPOSED A/C UNIT PADPROPOSED A/C UNIT PADPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTEXISTING FIRE HYDRANTEXISTING FIRE VAULTWITH FDCPROPOSEDADA PARKING±38.0'±22.0'±25.3'±49.8'PROPOSED FIRE LANE24.0'R30.0'PROPOSED RISER ROOM8'-11" x 6'-1"EXISTING PIPE BOLLARD, TYP.PROPOSED WATER LINEPROPOSEDFDC99.5'6.0'18.0'8.0'8.0'8.0'8.3'6.0'8.0'5.0'6.0'14.1'EXISTING 6' CHAIN LINK FENCEPROPOSED ADAPARKING SIGNEXISTING ADAPARKING SIGNSPROPOSED FIRE SERVICE±26.8'23.3'38'13.7'75.0'EXISTING CONCRETEFIRE LANEPROPOSED MASONRYSTORAGE BUILDING, 150 SFC-1.0SITE PLAN 1 inch = 40 ft.( IN FEET )GRAPHIC SCALE040204080LEGENDNOTESPROPOSED VEHICULAR PAVEMENTACCESSIBLE PARKING SPACEEXISTING BUILDINGPROPERTY LINEEASEMENT / SETBACK LINEEXISTING FIRE LANE STRIPING1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE.2. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS.BUILDING DIMENSIONS SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY.3. CONTRACTOR SHALL REFERENCE GENERAL NOTES SHEET FOR ADDITIONALPROJECT INFORMATION APPLICABLE TO THIS SHEET.4. ALL SIDEWALKS TO BE CONSTRUCTED WITH A MAXIMUM CROSS SLOPE OF2.0%.5. PROPOSED FIRE LANE PAVEMENT SECTION IS DESIGNED TO MEET OREXCEED CITY LOAD REQUIREMENTS FOR FIRE APPARATUS.SHEET NUMBERPROJECT NO.: No. Date Revision Description 2022-89-14BM #1:X-CUT SET IN TOP OF CONCRETE BEING ON THESOUTHEAST END OF THE PARKING LOT OF THESITE AND BEING APPROX. 64 FEET SOUTH OF ADUMPSTER.ELEV.=643.11'BM #2:X-CUT SET IN TOP OF CONCRETE BEING ON THESOUTHWEST END OF THE PARKING LOT OF THESITE AND BEING APPROX. 16 FEET SOUTH OF AEXISTING DRIVEWAY.ELEV.=642.30'BENCHMARKSST. MARTIN EPISCOPAL CHURCH 223 SOUTH PEARSON LANE SOUTHLAKE, TARRANT, TEXASKnow what'sbelow.before you dig.CallR(@ least 48 hours prior to digging)Fort Worth, Texas Ӏ P:817.704.0480 Ӏ flanagan-ls.com Ӏ TBPE Firm No. 22910 Contact: Reece Flanagan, P.E. THIS SHEET IS INTEGRAL TO THE DESIGN DOCUMENTS AND SHALL NOT BE SEPARATED FROM THE PLAN SET.THESE PLANS ARE ISSUED FORTHE PURPOSE OF PRELIMINARYREVIEW AND ARE NOTINTENDEDFOR CONSTRUCTION. WHENISSUED IN FINAL FORM, THEYWILL BE SIGNED, SEALED, ANDDATED BY:CLAYTON E. NOLAN, P.E.TEXAS REGISTRATION NO.131160July 28, 2026LOCATION MAPNOT TO SCALESITEENGINEER:FLANAGANCONTACT: CLAYTON NOLAN, PE5960 BERKSHIRE LN #6-122DALLAS, TX 75225PHONE: (817) 704-0480FIRM #: 22910OWNER:PROTESTANT EPISCOPAL CHURCHCOUNCIL OF THE DIOCESE OF TEXASCONTACT:1225 TEXAS AVEHOUSTON TX 77002SITE PLANST. MARTIN IN-THE-FIELDS ADDITIONLOT 1R, BLOCK 1CABINET A, SLIDE 8246P.R.T.C.T.DATE PREPARED: 06/10/2026ZA26-0042PROPOSED PEDESTRIAN SIDEWALKPAVEMENTPROPOSED FIRE LANE STRIPINGR54.0' SANCTUARYADDITIONFF = 644.0090.0'20.1'30.0'79.9'29.9'20.0'90.0'39.9' 75.4'19.71'111.50'100.14'99.86'N00°41'10"W 728.96'N89°19'39"E 705.79'PEARSON LANE(VARIABLE WIDTH PUBLIC RIGHT OF WAYBY USE AND OCCUPATION)ME ±642.92ME ±643.05ME ±642.81ME ±642.89ME ±642.89ME ±642.94ME ±642.94ME ±642.94ME ±642.91ME ±642.88ME ±642.84ME ±642.77ME ±642.75ME ±643.01ME ±642.96ME ±642.96ME ±642.97ME ±642.97ME ±642.98ME ±642.80ME ±642.77ME ±643.80ME ±643.91ME ±644.19ME ±644.23ME ±643.91EG ±643.81ME ±642.95ME ±643.03ME ±643.05ME ±642.76ME ±643.06 TP 643.81EG ±643.86EG ±643.99EG ±643.73EG ±644.19ME ±643.07ME ±642.92ME ±642.80ME ±642.93643.92644.00643.92643.90643.60643.90ME ±643.97643.82643.91643.98643.61643.31643.34643.05643.29643.28643.85643.01642.96642.81642.77643.02643.80643.48642.85642.90642.94643.57643.71642.96643.98643.98642.81642.75643643643644( IN FEET )GRAPHIC SCALE1 inch = 20 ft.020102040LEGENDNOTES1. ALL SLOPES WITHIN ACCESSIBLE PARKING AREAS SHALL NOT EXCEED 2.0%IN ANY DIRECTION. SLOPES ALONG ALL SIDEWALKS AND ACCESSIBLEROUTES SHALL NOT EXCEED 5.0% IN THE DIRECTION OF TRAVEL AND 2.0% INCROSS SLOPE UNLESS OTHERWISE SPECIFIED ON THE PLAN.2. IN UNPAVED AREAS, SLOPES SHALL NOT EXCEED 4' HORIZONTAL TO 1'VERTICAL (4:1).3. IN PAVED AREAS, SPOT ELEVATIONS ARE TO TOP OF PAVEMENT (GUTTERLINE) UNLESS OTHERWISE NOTED. ADD 0.5' FOR TOP OF CURB. IN UNPAVEDAREAS, ALL SPOT ELEVATIONS ARE TO TOP OF FINISHED GRADE, TOP OFSOD OR TOP OF LANDSCAPE ADDITIONS AS APPLICABLE.4. ALL GRADES AT DOORS / THRESHOLDS TO BE COORDINATED BY THECONTRACTOR WITH ARCHITECTURAL PLANS BEFORE COMMENCINGCONSTRUCTION. GRADES SHOWN ON CIVIL PLANS SHALL NOT OVERRIDEARCHITECTURAL PLANS OR DETAILS.5. CONTRACTOR SHALL REFERENCE GENERAL NOTES SHEET FOR ADDITIONALPROJECT INFORMATION APPLICABLE TO THIS SHEET.6. ALL UTILITIES SHALL BE CONSTRUCTED BEGINNING AT THE EXISTING UTILITY(DOWNSTREAM) AND PROCEED TO PROPOSED STRUCTURES (UPSTREAM).7. CONTRACTOR TO VERIFY THE EXISTENCE, LOCATION AND DEPTHS OF ALLEXISTING UTILITIES WITHIN THE PROJECT WORK AREA BEFORECOMMENCING CONSTRUCTION.8. THE UTILITIES SHOWN ON THESE PLANS WERE COMPILED FROM VARIOUSSOURCES AND ARE INTENDED TO SHOW THE GENERAL HORIZONTAL ANDVERTICAL LOCATIONS OF UTILITIES IN THE AREA OF CONSTRUCTION. THEENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THEUTILITY INFORMATION SHOWN ON THESE PLANS. THE CONTRACTOR ISRESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL UTILITIES.9. UNDER THE TEXAS "ONE-CALL" LAW THE CONTRACTOR MUST CONTACT THENOTIFICATION CALL CENTER BY DIALING 811 NO SOONER THAN 14 DAYSPRIOR AND AT LEAST 48 HOURS BEFORE THE COMMENCEMENT OF ANYCONSTRUCTION ACTIVITIES IN ORDER TO IDENTIFY ANY UTILITIES INCONFLICT WITH THE PROPOSED FACILITIES. CONTRACTOR SHALL NOTIFYTHE ENGINEER IMMEDIATELY, BEFORE PROCEEDING FURTHER, WHENCONFLICTS WITH THE EXISTING UTILITIES ARE DISCOVERED.10. IF WALLS ARE PART OF THE PROPOSED SITE DESIGN, SPOT ELEVATIONSSHOWN FOR WALL DO NOT NECESSARILY INDICATE WALL STRUCTUREELEVATIONS AND ARE NOT INTENDED TO REPRESENT FOOTING DEPTHS ORSTRUCTURAL WALL HEIGHTS. CONTRACTOR SHALL REFER TO STRUCTURALPLANS AND DETAILS FOR FOOTING DEPTHS AND FOR ACTUAL WALLHEIGHTS.SHEET NUMBERPROJECT NO.: No. Date Revision Description 2022-89-14BM #1:X-CUT SET IN TOP OF CONCRETE BEING ON THESOUTHEAST END OF THE PARKING LOT OF THESITE AND BEING APPROX. 64 FEET SOUTH OF ADUMPSTER. ELEV.=643.11'BM #2:X-CUT SET IN TOP OF CONCRETE BEING ON THESOUTHWEST END OF THE PARKING LOT OF THESITE AND BEING APPROX. 16 FEET SOUTH OF AEXISTING DRIVEWAY. ELEV.=642.30'BENCHMARKSST. MARTIN EPISCOPAL CHURCH 223 SOUTH PEARSON LANE SOUTHLAKE, TARRANT, TEXAS File: F:\2022-89 VLK Architecture\2022-89-14 St. Martin in the Fields Episcopal Church\Civil\Plan Sheets\GRADING PLAN.dwg || Date Plotted: 5/11/2026 4:18 PM || Plotted By: Clayton Know what'sbelow.before you dig.CallR(@ least 48 hours prior to digging)Fort Worth, Texas Ӏ P:817.704.0480 Ӏ flanagan-ls.com Ӏ TBPE Firm No. 22910 Contact: Reece Flanagan, P.E. THIS SHEET IS INTEGRAL TO THE DESIGN DOCUMENTS AND SHALL NOT BE SEPARATED FROM THE PLAN SET.THESE PLANS ARE ISSUED FORTHE PURPOSE OF PRELIMINARYREVIEW AND ARE NOTINTENDEDFOR CONSTRUCTION. WHENISSUED IN FINAL FORM, THEYWILL BE SIGNED, SEALED, ANDDATED BY:CLAYTON E. NOLAN, P.E.TEXAS REGISTRATION NO.131160May 11, 202602GRADING PLAN 607.50 TP635.34 FGT632.16 FGBEXISTING CONTOURSPROPOSED CONTOURSDIRECTION OF FLOWTOP OF PAVEMENT OR PROPOSEDFINISHED GRADEFINISHED GROUND GRADE AT HIGH SIDEOF WALLFINISHED GROUND GRADE AT LOW SIDE OFWALL635.3± MEMATCH EXISTING ELEVATION635.34 GI632.16 TSTOP OF GRATE ELEVATIONFINISHED GROUND GRADE AT TOP OFSTAIRS632.16 BSFINISHED GROUND GRADE AT BOTTOM OFSTAIRS635.34 TCTOP OF CURB ELEVATION118600600PROPOSED DRAINAGE SWALEPROPOSED RETAINING WALL\ ~ RCP 1e•-s40,4• ~ FL RCP 1B" =640.1' I I I • I I . I I I I I I I 11 • I I I !I I 11 T --• GA p pp I I I~ I D1---D I I -=--·· =I ~ rt:· -, -P=-=-p ,,.,_-< 111 p • a I I I \ 8 r-+-1--1 rrtti-++++-+ill p p pp /34[ l ...CJ... I I _/. I . 5/8" L /RF m, p • -c,--/ /,c,,~;; --_s44-co GP GP 80 12121 X64J.56' / MISC FEA lllRE CONCRETE PAVING 80 I I I I I I I -__j -~-I 5/8 ~R p----.. ~ ----- 90.0 ' 20.1'30.0 ' 79.9'29.9' 20.0'90.0 ' 39.9'147.9'46.0'5.0' 7.4'5.0' 22.0'147.9'75.4'12.0 ' 21.0'12.1 ' 21.0'S89°13'40"W 704.42'19.71'111.50 '100.14'99.86' S00°34'41"E 727.73' N00°41'10"W 728.96'N89°19'39"E 705.79'EXISTING LANDSCAPETO REMAINEXISTING BUILDINGTO REMAINEXISTING BUILDINGTO REMAINEXISTING PARKINGTO REMAINEXISTING LANDSCAPETO REMAIN BG6CP22ER1SLO2SO4CM27LG8LF5SLY44MFG13GM7YP6TL NA BG RRPEARSON LANE (VARIABLE WIDTH PUBLIC RIGHT-OF-WAY BY USE AND OCCUPATION).HIH A STE I CCTTES A M ETSTAIREG 62OF83ETX RLDR E CAANDSGEPAC ELRTAMINLANDSCAPE NOTES1. THE PROPERTY OWNER IS RESPONSIBLE FOR REGULAR WEEDING, MOWING, IRRIGATION, FERTILIZING, PRUNING AND OTHER MAINTENANCE OF ALL PLANTINGS. THEREQUIRED LANDSCAPING MUST BE MAINTAINED IN HEALTHY GROWING CONDITION AT ALL TIMES.2. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS NECESSARY TO COMPLETE THE WORK SHOWN ON THE LANDSCAPE PLANS.3. QUANTITIES ARE PROVIDED AS A CONVENIENCE TO THE CONTRACTOR. ALL QUANTITIES SHALL BE VERIFIED BY THE CONTRACTOR IN ORDER TO COMPLETE THE DESIGN PERTHE PLANS OR CITY REQUIREMENTS.4. ALL PROPOSED LANDSCAPING AND IRRIGATION SHALL BE INSTALLED PER LOCAL CITY ORDINANCES AND STATE REQUIREMENTS, WHICHEVER IS MORE STRINGENT. NOTIFYOWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.5. NO SPECIFIED PLANT MATERIAL SHALL BE PLANTED UNTIL THE LANDSCAPE IRRIGATION SYSTEM HAS BEEN INSTALLED AND IS OPERATING WITH 100% COVERAGE OFPROPOSED LANDSCAPE AREAS.6. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES AND LINE RUNS.7. ALL PROPOSED SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.8. NOTIFY LANDSCAPE ARCHITECT IF LAYOUT OF TREES, BEDS AND/OR PLANTS REQUIRE ALTERATION FROM LANDSCAPE PLAN. NOTIFICATION WILL BE REQUIRED PRIOR TOALTERING LAYOUT.9. TREES SHALL BE HANDLED BY ROOT BALLS ONLY. DO NOT DAMAGE BALL, TRUNK, OR LOOSEN TRUNK FROM BALL.10. TREES ARE TO BE PLANTED WITH TRUNKS STRAIGHT AND MAY BE REQUIRED BY THE OWNER AND/OR LANDSCAPE ARCHITECT TO BE STAKED. THERE SHALL BE NO ABOVEGROUND STAKING OR GUY WIRING ALLOWED. STAKING IF REQUIRED SHALL BE ROOT ANCHOR UNDERGROUND TREE SUPPORT BY TREE STAKE SOLUTIONS, LLC.SALES@TREESTAKESOLUTIONS.COM OR 281-778-1400.11. ALL TREES LOCATIONS SHALL BE APPROVED BY OWNER, OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT PRIOR TO PLANTING.12. PLANT MATERIAL MAY NOT BE PLANTED BELOW TOP OF ROOT BALL OR POTTED SOIL LINE. SHOULD PLANT MATERIAL BE PLANTED TOO LOW, THE PLANT(S) WILL BEREPLANTED AT THE PROPER HEIGHT AND/OR REPLACED IF NECESSARY AT THE CONTRACTOR'S COST.13. ALL PROPOSED LANDSCAPE BED AREAS SHALL BE TILLED TO A DEPTH OF 6" TO 12", ADDING A 3" MIN. LAYER OF LIVING EARTH COMPOST BY LIVING EARTH, 972-869-4332, ORAPPROVED EQUAL.14. ALL LANDSCAPE BEDS SHALL RECEIVE A 2" LAYER OF NATIVE HARDWOOD MULCH, BY LIVING EARTH, 972-869-4332 EQUAL. (UNLESS OTHERWISE SPECIFIED ON PLANS.)15. ALL LANDSCAPING LOCATED WITHIN THE VISIBILITY TRIANGLES SHALL COMPLY WITH THE VISIBILITY TRIANGLE REQUIREMENTS OF THE GOVERNING MUNICIPALITY.16. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REFUSE ANY LANDSCAPE MATERIAL ON SITE.17. IN THE EVENT THERE IS A DISPUTE OR MISUNDERSTANDING OR PLANT MATERIAL OR PLANTING METHOD THE FOLLOWING APPLICABLE REFERENCES, STANDARDS,SPECIFICATIONS SHALL PREVAIL: AMERICAN JOINT COMMITTEE OF HORTICULTURAL NOMENCLATURE - STANDARDIZED PLANT NAMES, SECOND EDITION, 1942.AMERICANASSOCIATION OF NURSERYMEN: AMERICAN STANDARD OF NURSERY STOCK, 1973.18. SHOULD EXISTING UTILITIES BE DAMAGED OR DISTURBED DURING CONSTRUCTION, NOTIFY LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE AND PROPERAUTHORITIES FOR RESTORATION.19. CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR ONE YEAR FROM DATE OF WRITTEN FINAL ACCEPTANCE BY LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE ORGUARANTEE TO CITY OR LOCAL STANDARDS WHICHEVER IS GREATER.20. GUARANTEE DEFINITION: AT ANY AND ALL TIMES THROUGHOUT THE YEAR (WITHIN TWO WEEKS OF NOTIFICATION BY OWNER / LANDSCAPE ARCHITECT), ALL DEAD PLANTS(EXCEPT THOSE DEAD DUE TO OWNER NEGLECT) AND ALL THOSE DETERMINED NOT TO BE IN A NORMAL, VIGOROUS GROWING CONDITION, ARE TO BE REPLACED WITHSIMILAR SIZE AND TYPE PLANTS AT NO EXPENSE TO OWNER.21. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL PLANT MATERIAL UNTIL DATE OF FINAL ACCEPTANCE BY LANDSCAPE ARCHITECT OR OWNERSREPRESENTATIVE. CONTRACTOR SHALL CLEAN JOB SITE AT THE CONCLUSION OF EACH WORKDAY UNTIL DATE OF FINAL ACCEPTANCE.22. CONTRACTOR IS REQUIRED TO PERFORM A PERCOLATION TEST FOR EACH TREE PIT PRIOR TO INSTALLATION. IF DRAINAGE DOES NOT OCCUR WITHING 24 HOURS THECONTRACTOR WILL BE REQUIRED TO PROVIDE A GRAVEL SUMP, FILTER FABRIC AND STANDPIPE. ALL SUMPS SHOULD BE INCLUDED IN THE BASE BID AND PROVIDED AS ADEDUCT ALTERNATE IF NOT REQUIRED AFTER THE PERCOLATION TEST IS PERFORMED.GENERAL UTILITY NOTES:1. ALL EXISTING UTILITY DATA IS PROVIDED FOR INFORMATION ONLY. ALTHOUGH THIS DATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR IS CAUTIONEDTHAT THE OWNER AND THE LANDSCAPE ARCHITECT NEITHER ASSUMES NOR IMPLIES ANY RESPONSIBILITY FOR THE ACCURACY OF THIS DATA. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO CONTACT THE UTILITY AFFECTED AND VERIFY THESE LOCATIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.2. CALL 1-800-344-8377 (DIG-TESS) OR OTHER UTILITY LOCATING SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY. TEMPUS LAND SOLUTIONS, LLC IS NOTRESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES OR DEPICTING EXACT LOCATIONS OF UTILITIES ON DRAWINGS.IRRIGATION NOTES:1. ALL LANDSCAPE PLANTINGS PROPOSED IN THIS PLAN WILL BE IRRIGATED WITH AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM.2. IRRIGATION SYSTEM WILL BE EQUIPPED WITH A RAIN AND FREEZE SENSOR CAPABLE OF SHUTTING DOWN THE SYSTEM WHEN DICTATED BY RAINFALL OR FREEZINGCONDITIONS.3. IRRIGATION SYSTEM DESIGN WILL MEET ALL REQUIREMENTS OF THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY, AND ALL APPLICABLE PLUMBING CODES.4. IRRIGATION DESIGN DRAWINGS WILL BE SUBMITTED UNDER A SEPARATE COVER AT A LATER DATE FOR IRRIGATION PERMITTING.EXISTING DEVELOPMENTPROPOSEDDEVELOPMENTSYMBOLQTYBOTANICAL / COMMON NAMESIZE CONTAINER CAL. NOTESTREESSYMBOLQTYBOTANICAL / COMMON NAMESIZE CONTAINER SPACING NOTESSHRUBSSYMBOLQTYBOTANICAL / COMMON NAMENOTESGROUND COVERSPLANT SCHEDULE100% DesignDevelopmentDirectorVLK1320 Hemphill Street, Suite 400SHEET NO.COPYRIGHT © 2026 VLK ARCHITECTSSHEET TITLEPROJECT NO.REVISIONSARCHITECTRevision No.Drawn ByDesigner Quality ControlProj. Arch.Fort Worth, Texas 76104Main Phone: 817.633.1600www.vlkarchitects.comRevision DateSanctuary Addition and RenovationJSHMCMHCLE - TempusISSUED: 06/01/202625-0155.00L1.0ST. MARTIN-IN-THE-FIELDS EPISCOPAL CHURCH SOUTHLAKE, TXTEMPUS LAND SOLUTIONS, LLC(@ least 48 hours prior to digging) Know what's below.Call before you dig.LANDSCAPE NOTESMGM -TempusZA26-0042/ ' I • I 22 EXISTING TREE TO REMAIN N/A '-_,I • 4 LAGERSTROE.MIA IND/CA / CRAPE. MYRTLE. 6'-8' B&B OR CONTAINER 3" FULL, MATCHING, SYMMITRICAL \.. .,, PISTACIA CHINE.NSIS / CHINE.SE. PISTACHE. /0'-/2' B&B OR CONTAINER 3" FULL, MATCHING, SYMMITRICAL QUE.RCUS SHUMARD/I / SHUMARD OAK /0'-/2' B&B OR CONTAINER 3" FULL, MATCHING, SYMMITRICAL QUE.RCUS VIRGIN/ANA / SOUTHERN LIVE. OAK /0'-/2' B&B OR CONTAINER 3" FULL, MATCHING, SYMMITRICAL 0 6 LANTANA URTICO/OE.S / TEXAS LANTANA /2" HT 1 GAL. PER PLAN FULL, MATCHING, SYMMETRICAL (·) 8 LE.UCOPHYLLUM FRUTE.SCE.NS / TEXAS SAGE 24" HT 3 GAL. PER PLAN FULL, MATCHING, SYMMETRICAL (·) 7 LOROPITALUM CHINE.NS£ / CHINESE FRINGE. FLOWER 24" HT 3 GAL. PER PLAN FULL. MATCHING, SYMMITRICAL /"'\ ,.:J 14 MUHLENBERG/A RACE.MOSA / GREEN MUHL Y 24" HT 3 GAL. PER PLAN FULL, MATCHING, SYMMITRICAL ~111/ly,., ~ ~ 45 NASSELLA TENUISS/MA / MEXICAN FEATHER GRASS 12" HT 1 GAL. PER PLAN FULL, MATCHING, SYMMITRICAL ,,,. . ~ ~'111~~ {·) 7 YUCCA PARVIFLORA / RED YUCCA 24" HT 3 GAL. PER PLAN FULL, MATCHING, SYMMETRICAL 0 5 YUCCA RECURVIFOL/A / SOFT LEAF YUCCA 24" HT 3 GAL. PER PLAN FULL, MATCHING, SYMMETRICAL , ' , , • , ' PER PLAN BUCHLOE OACTYLO/DES / BUFFALO GRASS SOD PER PLAN CEDAR MULCH 4" DEPTH, COMPACTED IN 1" LIFTS WITH WEED BARRIER FABRIC </1//~ 4,692 SF NATIVE. AME.RICAN SEED MIX SEEDING IN PRE.PARED SE.ED BED ;_ •.· ; •. ;_ •.· ; ' PER PLAN RIVER ROCK "' (,' "' 4"-6" RIVER ROCK WITH WE.ED BARRIER FABRIC \. -=--=--=--Landscape Tabulations Zoning: SP2 required provided Propsed Building Square Footage -2,636 SF Interior Landscape Requirements Reauired Landscaoe Area (30%) of Floor Area 791 SF 17A65 SF 1 Canonv Tree oer 500 sauare feet 2 Canonv Trees 2 Canoov Trees 1 Understorv Tree per 250 square feet 4 Understorv Trees 4 Understorv Trees 1 Shrub per 40 square feet 20 Shrubs 92 Shrubs Ground cover-15% ofrequired area 119 SF YES Seasonal color-2% of required area 16 SF YES 75% of Reauired landscape to be in the front vard 593 SF YES Parking Lot Landscape Requirements 'based on parkiM located between buiklinq facade and R.O.W' Less than 25% = 15 SF per addditional stall 2 new stalls= 30 SF 978SF Bufferyards New construction which increases the square footage of the existing building by thirty percent (30%) or greater or which exceeds 5000 square feet shall be required to meet the bufferyard requirements herein. Existing Building Square Footage -17,096 SF Proosed Buildina Sauare Footaae -2,636 SF •onlv increases bv 15.4% and is not 5,000SF = Non Applicable' DFW AND GREATER TEXAS 817 .223.8489 michael@tempus-ls.com ) I I LK 90.0 ' 20.1'30.0 ' 79.9'29.9 ' 20.0'90.0' 39.9'147.9'46.0'5.0' 7.4'5.0' 22.0'147.9'75.4'12.0 ' 21.0'12.1' 21.0'19.71'N00°41'10"W 728.96'EXISTING LANDSCAPETO REMAINEXISTING BUILDINGTO REMAINEXISTING BUILDINGTO REMAINEXISTING PARKINGTO REMAINEXISTING LANDSCAPETO REMAIN BG6CP22ER1SLO2SO4CM27LG8LF5SLY44MFG13GM7YP6TL NA BG RRPEARSON LANE(VARIABLE WIDTH PUBLIC RIGHT-OF-WAY BY USE AND OCCUPATION).HIH A STE I CCTTES A M ETSTAIREG 62OF83ETX RLDRE CAANDSGEPAC ELRTAMIN100% DesignDevelopmentDirectorVLK1320 Hemphill Street, Suite 400SHEET NO.COPYRIGHT © 2026 VLK ARCHITECTSSHEET TITLEPROJECT NO.REVISIONSARCHITECTRevision No.Drawn ByDesigner Quality ControlProj. Arch.Fort Worth, Texas 76104Main Phone: 817.633.1600www.vlkarchitects.comRevision DateSanctuary Addition and RenovationJSHMCMHCLANDSCAPE PLANISSUED: 06/01/202625-0155.00L1.1ST. MARTIN-IN-THE-FIELDS EPISCOPAL CHURCH SOUTHLAKE, TXN( IN FEET )GRAPHIC SCALE1 inch = 20 ft.020102040SYMBOL BOTANICAL / COMMON NAMETREESSHRUBSGROUND COVERSPLANT SCHEDULELE - TempusMGM -TempusTEMPUS LAND SOLUTIONS, LLC(@ least 48 hours prior to digging) Know what's below.Call before you dig.ZA26-0042\ I \ \ \ I I I \ 6 I I ~ I I I JI I I I I • // I \ ~ • 7 ,-..._ {l,t-, \ /\\\.l· I I I I I I . ·_I I / I i I I ii I• l . • --✓--._ --1/ / \ ----\-\ --------------........... --_________ _ ---...._ -------------I I I I I I I / / /'---__ __., . ,,,..---.......___ --.. - - -.. --------"---/ ------"I L----__ / ---------------"' \. \ \ \ \ \ --i-tllq_;_=;;=====~==~~~===~===_=-=====-~f=~~~=-~_;;_:::Z:=='==='=====~~==~=-~=======~o ======~/~=======:=====~-~o=::'.:::=='.:::::=:::=:::::'...L _/ -------.....J -.-1--( I I I I ---...._ ----/ I I I ---...._ '----------------/ / / -----, ----------I / ---...._ ------I I / / / I I I I I I , --------------------------I I / I I I _,/ --• EXISTING TREE. TO RE.MAIN "-. / ,r • LAGE.RSTROE.MIA IND/CA / CRAPE. MYRTLE. "-.,, (·) PISTACIA CH/NE.NS/S / CHINE.SE. PISTACHE. f\ QUE.RCUS SHUMARD// / SHUMARD OAK , .. '{~,) . , + QUE.RCUS VIRGIN/ANA / SOUTHERN LIVE. OAK • 0 LANTANA URTICO/DE.S / TEXAS LANTANA . LE.UCOPHYLLUM FRUTE.SCE.NS / TEXAS SAGE. . LOROPE.TALUM CHINE.NS£ / CHINE.SE. FRINGE. FLOWER 0 MUHLENBERG/A RACE.MOSA / GRE.E.N MUHL Y 0 NASSE.LLA TE.NU/SS/MA / MEXICAN FEATHER GRASS 0 YUCCA PARVIFLORA / RE.D YUCCA 0 YUCCA RECURVIFOLIA / SOFT LEAF YUCCA . . . BUCHLOE DACTYLOIDES / BUFFALO GRASS . ' . . . . . CEDAR MULCH ? iv)<~~t;;3]]0! /, i\ /\ NATIVE AMERICAN SEED MIX ' • 0 . 0 . 0 . o . u ~'-~~,··. c",· ~~,··. c",· ~~,··. RIVER ROCK ' • 0 . Q . 0 . Q . ' DFW AND GREATER TEXAS 817 .223.8489 michael@tempus-ls.com LK ()l,/lt7 /1.tl'U .HIH A STE I CCTTES A M ETSTAIREG 62OF83ETX RLDRE CAANDSGEPAC ELRTAMIN100% DesignDevelopmentDirectorVLK1320 Hemphill Street, Suite 400SHEET NO.COPYRIGHT © 2026 VLK ARCHITECTSSHEET TITLEPROJECT NO.REVISIONSARCHITECTRevision No.Drawn ByDesignerQuality ControlProj. Arch.Fort Worth, Texas 76104Main Phone: 817.633.1600www.vlkarchitects.comRevision DateSanctuary Addition and RenovationJSHMCMHCISSUED: 06/01/202625-0155.00L1.2ST. MARTIN-IN-THE-FIELDS EPISCOPAL CHURCH SOUTHLAKE, TXN.T.S.STEEL EDGING AT PLANTING BEDNTSTREE PLANTING DETAIL IN ALL SOIL TYPESMULCH PLANTING PIT WITH 1" DEPTHOF SHREDDED HARDWOOD MULCH.KEEP MULCH 6" AWAY FROM TREETRUNK.MARK THE NORTH SIDE OF THETREE IN THE NURSERY, ANDROTATE TREE TO FACE NORTHAT THE SITE WHENEVERPOSSIBLE.ONCE THE ROOT FLARE ISEXPOSED, SET THE TOP OF THEROOT BALL 2" HIGHER THANADJACENT GRADEPLACE ROOT BALL ONUNEXCAVATED SOIL SO THATROOT BALL DOES NOT SHIFTOR SETTLE.BACKFILL WITH NATIVE SOILEXCAVATED FROM TREE PLANTINGPIT.REMOVE ALL TWINE, ROPE ANDWIRE, AND BURLAP FROM TOP HALFOF ROOT BALL. IF PLANT ISSHIPPED WITH A WIRE BASKETAROUND THE ROOT BALL, CUT THEWIRE BASKET IN FOUR PLACES ANDFOLD DOWN 8" INTO PLANTINGHOLE.MULCH RINGEACH TREE MUST BE PLANTED SUCHTHAT THE TRUNK FLARE IS VISIBLEAT THE TOP OF THE ROOT BALL.TREES WHERE THE TRUNK FLARE ISNOT VISIBLE SHALL BE REJECTED.DO NOT COVER THE TOP OF THEROOT BALL WITH SOIL.DO NOT CUT CENTRAL LEADER;REMOVE CO-DOMINATE LEADER IFPRESENTDIG TREE PITTO TWICE THE SIZE OFTHE ROOT BALLNOTES:1.DO NOT HEAVILY PRUNE THE TREE AT TIME OF PLANTING.2.PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIORTWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHESTHAT EXTEND TO THE EDGE OF THE CROWN.BEFORE PLANTING, IF ROOT FLAREIS NOT VISIBLE, REMOVE EXCESSSOIL FROM THE TOP OF THE ROOTBALL UNTIL THE ROOT FLARE ISEXPOSEDNTSSHRUB PLANTINGNATIVE SOIL AMENDEDPER SPECIFICATION.UNDISTURBEDNATIVE SOILPREPARE GROUNDCOVERBED BY TILLING ENTIRE BEDAREA WITH AMENDMENTS ASSPECIFIED.2" DEPTH OF SHREDDEDHARDWOOD MULCH ASSPECIFIED.EXISTING SUBGRADE12" MINEDGE OF BEDDDDAAPLANT ROW SPACING 'D' ROW SPACING 'A' PLANTS/10SF8" O.C.12" O.C.15" O.C.18" O.C.6.9"10.4"13.0"15.7"261275A = ROW SPACINGB = ON CENTER SPACINGSPACE PLANTS IN A TRIANGULARPATTERN AS SHOWN, SPACED EQUALLYFROM EACHOTHER AT SPACINGINDICATED ON PLANT LIST.NOT TO SCALEGROUNDCOVER PLANTINGLOCALLY SOURCED,MILSAP BOULDER.NOT TO SCALEBOULDER INSTALLATIONUNDISTURBEDSUBGRADE20% OF BOULDER TO BE BURIEDIN SUBGRADE. BOULDER TO BE SETONTO UNDISTURBED SUBGRADE TOMINIMIZE SETTLING.VARIABLERIVER ROCKNTSDECOMPOSED GRANITEVARIABLEN.T.S.NOTE: RIVER ROCK MAY BESUBSTITUTED FOR WOOD MULCH.NOTE: RIVER ROCK MAY BESUBSTITUTED FOR WOOD MULCH.™PLANTING HOLE"S" HOOKU-BRACKETTREE TRUNKROOT ANCHORTREE ROOT BALL"S" HOOKTIGHTENING STRAPDRIVE RODANCHORSTEP 1:·SET TREE IN PLANTING PIT·PLACE ANCHOR WITH RING SIDEDOWN AGAINST TOP OF ROOT BALL·CENTER ROOT ANCHOR'S INNERRING(S) AROUND TRUNK OF TREE·ALIGN DRIVE ROD AS CLOSE ASPOSSIBLE TO OUTSIDE EDGE OFU-BRACKETSTEP 2:·DRIVE ANCHOR STRAIGHT DOWNINTO UNDISTURBED SUBBASE SOIL·SEE CHART FOR RECOMMENDEDDEPTHS PER TREE SIZESTEP 3:·REMOVE DRIVE ROD·REPEAT STEPS 1 & 2 FOR ALL THREE (3) ANCHOR LOCATIONS·PULL BACK ON STRAP APPROXIMATELY 3" FOR THE V-68 ANCHOR, OR 6" TO 7"FOR THE V-88 ANCHOR TO SET ANCHOR INTO A HORIZONTAL OR LOCKEDPOSITION. A FULCRUM MAY BE REQUIRED TO ASSIST IN SETTING THEANCHOR.·PLACE "S" HOOK OVER THE END OF THE U-BRACKET·PULL STRAP UP VERTICALLY UNTIL ROOT ANCHOR RINGS BITE INTO THE TOPOF THE ROOT BALL AND U-BRACKETS ARE SETTING FLUSH ON TOP OF THEROOT BALL·TIE EXCESS STRAP OFF TO THE U-BRACKET ALLOWING ENOUGH REMAININGSTRAP TO ADJUST TREE, IF NECESSARYTREE STAKE SOLUTIONS, LLC.9973 FM 521 RoadRosharon, Texas 77583www.treestakesolutions.comPhone: 281-778-1400Mobile: 903-676-6143Fax: 281-778-1425PLANDETAIL ASEE DETAIL AROOT ANCHOR ITEM# ROOT BALL & CONTAINER SIZE ANCHOR INSTALLATION DEPTH QUANTITY & ANCHOR SIZE15-BG 10 / 15 Gallon or 17" root ball 30-BG 20 / 39 Gallon or 22" root ball 45/65-BG 45 / 65 Gallon or 27-30" root ball100-BG 95 / 100 Gallon or 36" root ball150-BG 150 Gallon or 42" root ball200-BG 200 Gallon or 48" root ball300-BG 300 Gallon or 58" root ballCUSTOM-BG Root Balls larger than 60"SECTIONS3 - V68 Anchors3 - V68 Anchors3 - V68 Anchors3 - V68 Anchors3 - V68 Anchors3 - V88 Anchors3 - V88 Anchors12 - 18" Minimum Depth18 - 24" Minimum Depth24 - 30" Minimum Depth30 - 36" Minimum Depth48" Minimum Depth48" Minimum Depth48" Minimum DepthTBDNTSNOTE:ALL NON-BIODEGRADABLE STAKINGMATERIAL TO BE REMOVED WITHIN ONEYEAR OF INSTALLATION ON ALL ROWTREES.395810076LANDSCAPE DETAILSLE - TempusMGM -TempusTEMPUS LAND SOLUTIONS, LLC(@ least 48 hours prior to digging) Know what's below.Call before you dig.ZA26-0042 90.0'20.1'30.0'79.9'29.9'20.0'90.0'39.9'147.9' 46.0'5.0' 7.4'5.0' 22.0'147.9' 75.4'12.0' 21.0'12.1' 21.0'S89°13'40"W 704.42'19.71'111.50'100.14'99.86'S00°54'00"E 123.90' S00°34'41"E 727.73' N00°41'10"W 728.96'N89°19'39"E 705.79'99399938994099379936993599349946994599449943994299419966996599639962996199609959995899579956PEARSON LANE(VARIABLE WIDTH PUBLIC RIGHT-OF-WAY BY USE AND OCCUPATION).HIH A STE I CCTTES A M ETSTAIREG 62OF83ETX RLDR E CAANDSGEPAC ELRTAMINTREE PRESERVATION DETAIL2'-0"EXISTING TREE TO REMAINAND / OR1'-0"EXISTING TREE DRIPLINE2'-0"PROPOSED WALL OR CURBEXISTING GRADE3" LAYER OF TOPDRESS MULCHFENCE, SEE NOTE 10THIS SHEETT-POSTS STAKED 2' OUTSIDETREE DRIPLINE 7'-8' o.c.,TYPICAL1' FROM EDGE OFPROPOSED WALKPOSTS 1' DEEPMINIMUM7'-8' SPACINGTYP.LENGTH OF ROOT PRUNE FROMBACK OF WALL OR CURBIF NECESSARY, ROOT PRUNE TO AMINIMUM 2' DEPTH. BACKFILLTRENCH WITH COMPOST.TREE PRESERVATION NOTES:1. EXISTING TREES TO REMAIN SHALL BE PRESERVED DURING CONSTRUCTION FROM TREE STRUCTURE DAMAGE AND COMPACTION OF SOIL UNDERAND AROUND TREE DRIPLINE (CANOPY).2. IF ANY PART OF THE ROOT STRUCTURE IS DAMAGED DURING ADJACENT EXCAVATION AND/OR CONSTRUCTION ACTIVITY, NOTIFY THE GENERALCONTRACTOR IMMEDIATELY. IF A MAJOR ROOT OR GROUP OF ROOTS IS ENCOUNTERED DURING EXCAVATION, A CERTIFIED ARBORIST SHALL BECONSULTED/SECURED FOR RECOMMENDATIONS CONCERNING PRUNING AND/OR BRIDGING THE ROOTS (ETC.)3. GRADES/ELEVATIONS UNDER EXISTING TREES SHALL REMAIN UNDISTURBED. DO NOT PLACE FILL MATERIAL UNDER THE DRIPLINE FOR ANY LENGTHOF TIME. MAKE SURE THE CHANGES IN ADJACENT GRADES HAVE PROVISIONS TO CARRY MOISTURE AWAY FROM THE TREE.4. NO MATERIALS INTENDED FOR USE IN CONSTRUCTION OR WASTE MATERIALS ACCUMULATED DUE TO EXCAVATION OR DEMOLITION SHALL BEPLACED WITHIN THE LIMITS OF THE TREE DRIPLINE.5. TOXIC SOLUTIONS OR OTHER LIQUID CHEMICALS SHALL NOT BE DEPOSITED NEAR OR WITHIN THE LIMITS OF A TREE DRIPLINE. THIS WOULD INCLUDE,BUT NOT BE LIMITED TO; PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR, PRIMERS, ETC.6. NO SIGNS, WIRES, OR OTHER ATTACHMENTS, OTHER THAN THOSE OR A PROTECTIVE NATURE SHALL BE ATTACHED TO ANY TREE.7. NO VEHICULAR AND/OR CONSTRUCTION EQUIPMENT, TRAFFIC OR PARKING IS ALLOWED WITHIN THE LIMITS OF THE TREE DRIPLINE. NO VEHICLEAND/OR CONSTRUCTION EQUIPMENT SHOULD BE CLEANED NEAR A TREE.8. BORING OF UTILITIES MAY BE PERMITTED UNDER PRESERVED TREES IN CERTAIN CIRCUMSTANCES. THE MINIMUM LENGTH OF THE BORE SHALL BETHE WIDTH OF THE TREE'S CANOPY AND SHALL BE AT A MINIMUM DEPTH OF THIRTY-SIX INCHES (36 IN.).9. THE UTILITY AND IRRIGATION CONTRACTOR SHALL EXERCISE CAUTION WHEN TRENCHING AROUND EXISTING TREES. HAND-DIG ALL TRENCHESWITHIN THE TREE DRIPLINE.10. ALL TREES TO REMAIN, AS NOTED ON DRAWINGS, SHALL HAVE PROTECTIVE FENCING. THE PROTECTIVE FENCING MAY BE COMPRISED OF SNOWFENCING, ORANGE VINYL CONSTRUCTION FENCING, CHAIN LINK FENCE OR OTHER SIMILAR FENCING WITH A FOUR FOOT (4') APPROXIMATE HEIGHT.THE PROTECTIVE FENCING WILL BE LOCATED AS INDICATED ON THE LANDSCAPE PLANS(S) TREE PRESERVATION DETAIL.SYMBOLQTYBOTANICAL / COMMON NAMETREESPLANT SCHEDULE100% DesignDevelopmentDirectorVLK1320 Hemphill Street, Suite 400SHEET NO.COPYRIGHT © 2026 VLK ARCHITECTSSHEET TITLEPROJECT NO.REVISIONSARCHITECTRevision No.Drawn ByDesigner Quality ControlProj. Arch.Fort Worth, Texas 76104Main Phone: 817.633.1600www.vlkarchitects.comRevision DateSanctuary Addition and RenovationJSHMCMHCTREE PRESERVATIONPLANISSUED: 06/01/202625-0155.00L2.0ST. MARTIN-IN-THE-FIELDS EPISCOPAL CHURCH SOUTHLAKE, TXN1 inch = 40 ft.( IN FEET )GRAPHIC SCALE040204080LE - TempusMGM -TempusTEMPUS LAND SOLUTIONS, LLC(@ least 48 hours prior to digging) Know what's below.Call before you dig.ZA26-0042I I I I I ____ _J\ J • 22 E:X/STING TRE:E: TO RE:MAIN E:X/STING TRE:E: TO RE:MOVE: Tree Conservation Plan Site Area 513,558 Tree Canopy Area: Existing 18,991 Percentage of Exisiting Canopy 3.70% Preservation Requirement (70%) 13,294 Tree Canopy Area: Remain 18,253 Tree Canopy Area: Remove 738 Tree# Common Name 9934 Live Oak 9935 Live Oak 9936 Live Oak Multi 9937 Oak 9938 Oak 9939 Chinese Elm 9940 Hackberrv 9941 Live Oak Multi 9942 Live Oak Multi 9943 Live Oak 9944 Elm 9945 Elm 9946 Pecan 9956 Pecan 9957 Pecan 9958 Cotton Wood 9959 Hackberrv Multi 9960 Hackberry 9961 Mullberry 9962 Hackberrv 9963 Hackberrv 9965 Pecan 9966 Hackberry Total ~,--.. -I I Caliper Area Remain/Remove 14 460 Remain 19 738 Remove 34 996 Remain 19 1,269 Remain 17 919 Remain 17 881 Remain 18 337 Remain 50 2,335 Remain 28 1,277 Remain 25 1,086 Remain 17 837 Remain 21 86 Remain 11 110 Remain 7 412 Remain 9 237 Remain 26 1,886 Remain 15 320 Remain 25 689 Remain 6 2,505 Remain 6 43 Remain 21 1,012 Remain 9 159 Remain 11 397 Remain 425 18,991 DFW AND GREATER TEXAS 817 .223.8489 michael@tempus-ls.com LK XXXXXXXXXXXXX XX X X X X X XX X X X X X X X X X X X X XXX XXXXXXXXX XXXXXXXXX XX X X X X X X X X X X X X XXX X X X X XXXXXXXXX XXXXXXXXX X X X XX X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXX X X X XX X X X EXISTING PARISH HALL - NO WORK EXISTING CANOPY ABOVE EXISTING ACCESSIBLE PARKING PROPOSED SANCTUARY ADDITION S Pearson LnEXISTING FIRE LANE FLAGPOLE EXISTING SANCTUARY BUILDING RENOVATION EXISTING MONUMENT SIGN WITH GROUND MOUNTED LIGHTING ROOF MOUNTED LIGHT FOR FLAG ILLUMINATION ACCESSIBLE PARKING & STRIPING DROP OFF ZONE LIGHT POLE EXISTING LIGHT POLE, REPLACE LUMINAIRE EXISTING LIGHT POLE, REPLACE LUMINAIRE MONOLITHIC CONCRETE BENCH FEVER UNITED SOCCER CLUB PRACTICE FIELDS LIGHT BOLLARDS (4) 6' FENCE AND GATE TO MATCH EXISTING PROPOSED MASONRY DUMPSTER ENCLOSURE PROPOSED FIRE HYDRANT22' - 0".18' - 0"TOWER TO PROPERTY LINE+/- 212' - 0"TOWER TO PROPERTY LINE +/- 112' - 0" Not for regulatory approval, permitting, or construction. Justin S. Hiles, Texas License #20734 ST. MARTIN-IN-THE-FIELDS EPISCOPAL CHURCH Sanctuary Addition and Renovation SOUTHLAKE, TX 06/10/2026 A1.03 NN SCALE:1" = 20'-0"1 ARCHITECTURAL SITE PLAN PROPOSED EXTENSION TO FIRE LANE EXISTING 8' HIGH WOOD PICKET DUMPSTER ENCLOSURE AND GATES TO BE REPLACED WITH 8' HIGH MASONRY DUMPSTER ENCLOSURE TO MATCH EXISTING BUILDING MATERIALS AND SOLID STEEL GATES --------------- .. .LI,_..____.__.... --•-•--·· ----•-•-_.J1_....I ~--· ~ • • -~-~~-_______________ --- - - _j L --•-• -__ -•-•-------•-•----·-------------•---•. •-- -~ ----~ -~--~---1 I__ -•-• ----•-- • •· - - - --- --- --- - --- - - - J_ _J_~-=-=-:=d•-----------------~ L -------·----=-•• ' ---_-~w I --~ ----~---------~~ - -,-• □ t I I II I 1 1 I I I ' I I i II I I I I ·1 1 I I I I I I I I 1 11 I I I I~ I I' I 11 I I I I , I I I I I I I I I I I I I I I I I I I I I I I I I I -, I I I r I I I I I I I I I I I I I I I I I I I I , -I I I I I R I I I I --- I : ~I ' '-7 L ------------ 0 0 0 0 I I I I I I I I I I I I L l ____ r----1 ::::::.'.!:===~1=11 ' ' ' _J ' ' ' ' I \ I I I I I --- , , ' ,,,~h-1r I I I' ,, I I ~ I I I -----..L L---- -~~-- :::i I I L___ 7 l -----------I -------- I I , I I , I VLK FINISH FLOOR 100' -0" EXISTING BUILDING 143' - 0" A.F.F. BRICK STONE MASONRY EXISTING ASPHALT SHINGLE ROOF NEW ASPHALT SHINGLE ROOF STONE COPING METAL LOUVERS STONE VENEER BRICK VENEER, COLOR B ALUMINUM STOREFRONT STONE TRIM STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF ON STRUCTURED CANOPY BRICK VENEER, COLOR A, MATCH EXISTING BRICK VENEER, COLOR B FINISH FLOOR 100' -0" 124' - 6" A.F.F. 143' - 0" A.F.F. STONE MASONRY ALUMINUM STOREFRONT STANDING SEAM METAL ROOF STONE COPING METAL LOUVERS EXISTING ASPHALT SHINGLE ROOF BRICK VENEER, COLOR A, MATCH EXISTING BRICK VENEER, COLOR B EXTERIOR FINISH LEGEND MATERIAL DESCRIPTION COLOR/FINISH ROOFING ASPHALT SHINGLES METAL STANDING SEAM ROOF WALL CLADDING MODULAR BRICK - COLOR A MODULAR BRICK - COLOR B MATCH EXISTING GREY ZINC MATCH EXISTING RED/WARM TONES CREAM CREAM STONE CAST STONE TRIM Note: 1. Exclusive of openings for windows, doors, and louvers, 100% of the facade is masonry. FINISH FLOOR 100' -0" EXISTING BUILDING STONE MASONRY 124' - 6" A.F.F. EXISTING ASPHALT SHINGLE ROOF NEW ASPHALT SHINGLE ROOF ALUMINUM STOREFRONT STONE COPING METAL LOUVERS STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF ON STRUCTURED CANOPY BRICK VENEER, COLOR A, MATCH EXISTING BRICK VENEER, COLOR B S Pearson LnDRAWING 3DRAWING 2 DRAWING 1 Not for regulatory approval, permitting, or construction. Justin S. Hiles, Texas License #20734 ST. MARTIN-IN-THE-FIELDS EPISCOPAL CHURCH Sanctuary Addition and Renovation SOUTHLAKE, TX 05/11/2026 A3.01P SCALE:1/8" = 1'-0"1 EXTERIOR ELEVATION - SOUTH SCALE:1/8" = 1'-0"3 EXTERIOR ELEVATION - WEST SCALE:1/8" = 1'-0"2 EXTERIOR ELEVATION - NORTH NN SCALE:1" = 40'-0"4 KEY PLAN -0--- 0--------------------------- ------/- ¢-- - D -DODD D LJ LJ LJ LJ LJ LJ 0-------------------------- 0----------------- I • • I • • I 1- r----- '1 I I • ~ r "r !ii .. -.. , ........ 0 ~~~. ~ _____ -~~==1.J-l~~~m~~fa~ - -r------ -r---- --r-----r -r-- -----------~ ; :; ~ ~ EB 0--------•. ~VLK Not for regulatory approval, permitting, or construction. Justin S. Hiles, Texas License #20734 St. Martin-in-the-Fields Episcopal Church SANCTUARY ADDITION AND RENOVATION 223 S Pearson Lane Southlake, TX 76092 04/27/2026 AR.01 RENDERING FOR REFERENCE ONLY - DRAWINGS TAKE PRECEDENCE 05/11/2026 VLK Traffic Impact Analysis Title of Plan Case Number THRESHOLD WORKSHEET Driveway Ordinance No. 634 requires that a Traffic Impact Analysis (TIA) be submitted with development applications (zoning, concept plan, site plan, etc.) if the proposed development exceeds one or more of the three threshold criteria listed below. No development applications will be accepted unless accompanied by a TIA. For those projects that do not exceed any of the three criteria, a TIA Threshold Worksheet must be submitted and approved by the City Engineer in lieu of the required TIA prior to submittal of the development application. Please describe in detail your evaluation of each criteria listed below. Additional sheets may be attached if necessary. Criteria #1:The development exceeds parking 100 spaces average per driveway. Criteria #2:Any driveway in the development is projected to serve 1000 or more vehicles per day.* Criteria #3:Any driveway in the development is projected to serve 100 ingress vehicles or more in the design hour.* * Unless approved otherwise, trip generation rates should be based on the most recent edition of the Institute of Transportation Engineers (ITE) Trip Generation Manual. I hereby certify that this project does not exceed any of the three threshold criteria shown above and therefore the development would not warrant a TIA in accordance with Section 3.4 of the Driveway Ordinance No. 634 of the City of Southlake. Name Registration No. Date Firm Phone Fax For City Use Only: The requirement for a Traffic Impact Analysis with this submittal is hereby waived: Name: Title: Date: St. Martin in the Fields - Addition No. Existing Condition: Parking Lot = 144 Parking Spaces Proposed Condition: Parking Lot = 137 Parking Spaces Existing and Proposed Condition: Number of Driveways = 2 Driveways Existing Condition: Parking Spaces per Driveway = 72 Spaces/Driveway Proposed Condition: Parking Spaces per Driveway = 68.5 Spaces/Driveway Clayton E. Nolan, PE 131160 06/10/2026 FLANAGAN 817-819-3267 No. Existing Condition: 188 Seats x 0.75 Trips/Seat = 141 Trips Proposed Condition: 238 Seats x 0.75 Trips/Seat = 179 Trips No. Existing Condition: # of Trips = 141 Trips Number of Driveways = 2 Trips per Driveway = 85.5 = 86 No. Proposed Condition: # of Trips = 179 Trips Number of Driveways = 2 Trips per Driveway = 89.5 = 90 L 1 ZONING BOARD OF ADJUSTMENT VARIANCE APPLICATION 1400 Main Street, Suite 310 Southlake, TX 76092 Phone: (817) 748-8621 ZBA CASE NO. FILING FEE: $305.00 Location of Application: (address/legal description) ____________________________________________________________________________ ____________________________________________________________________________ Owner: Applicant (if different than owner): Address: Address: Telephone: Telephone: Email: Email: State the SPECIFIC PROVISION of the zoning ordinance for which you are requesting a variance. (You may give the Section number and paragraph, OR you may DESCRIBE the REGULATION / REQUIREMENT.) ……………………………………………………………………………………… ……………………………………………………………………………………… ……………………………………………………………………………………… ……………………………………………………………………………………… …..………………………………………………………………………………… ……………………………………………………………………………………… The applicant requests a variance from the minimum driveway spacing requirements of the City of Southlake Driveway Ordinance No. 634, which requires a minimum of 150 feet between driveway centerlines on collector streets. South Pearson Lane is classified as a collector on the City of Southlake Master Thoroughfare Plan. PROTESTANT EPISCOPAL CHURCH COUNCIL OF THE DIOCESE OF TEXAS 1225 Texas Ave. Houston, TX 77002 1320 Hemphill St. Suite 400 Fort Worth, TX 76104 Justin Hiles, VLK (817) 633-1600(817) 581-4916 223 S Pearson Ln. ST MARTIN IN-THE-FIELDS ADDN Block 1 Lot 1R SOUTHLAI<E PLANNING & DEVELOPMENT SERVICES 2 Describe EXACTLY HOW, and TO WHAT EXTENT your request will DIFFER from the REQUIREMENTS of the ordinance, as described ABOVE. (Use REVERSE, or additional sheets if necessary.) ………………………………………………………………………………………. ……………………………………………………………………………………… ……………………………………………………………………………………… ………………………………………………………………………………………. ……………………………………………………………………………………… ……………………………………………………………………………………… In order for your request to be granted, the concurring vote of four (4) members of the Board of Adjustment voting in favor of the request shall be necessary. In order for the Board members to vote in support of your application, you must prove several things by your application. Your application must clearly show that your property has UNIQUE CONDITIONS and CIRCUMSTANCES which separate it from other typical properties with the same zoning; and explain how these unique conditions and circumstances make it UNREASONABLE or UNFAIR to apply the STANDARD ordinance requirements to YOUR property, unlike the way they are applied to all other properties. Describe the CONDITIONS and CIRCUMSTANCES which are UNIQUE to your property and situation: ………………………………………………………………………………… ……………………………………………………………………………………… ……………………………………………………………………………………… ……………………………………………………………………………………… ……………………………………………………………………………………… ……………………………………………………………………………………… ……………………………………………………………………………………… ……………………………………………………………………………………… ……………………………………………………………………………………… Explain why these unique conditions and circumstances make it UNREASONABLE or UNFAIR to apply the STANDARD ordinance requirements to your property: The two existing driveways at their current centerline-to-centerline separation of approximately 87 feet, in lieu of the 150-foot minimum required for collector streets — a deviation of approximately 63 feet. Neither driveway is being modified, relocated, widened, or altered as part of the proposed Sanctuary Addition and Renovation. The parking lot is not being expanded; total parking count is decreasing by approximately five spaces to accommodate a drop-off area. Multiple physical constraints between and adjacent to the two existing driveways prevent relocation to achieve the 150-foot standard. A utility power pole is located between the two driveways, and major underground utility connections enter the site immediately south of the southern driveway. Mature, protected trees line the S Pearson Lane frontage just south of the southern driveway. The northern driveway is adjacent to the property's monument sign and an additional utility power pole, both of which would require relocation if the driveway were moved. Either relocation would also require substantial reconfiguration of the existing parking lot circulation, accessible parking, and fire lane geometry — none of which are within the scope of the proposed addition and renovation. The two existing driveways are positioned directly opposite residential driveways on the west side of S Pearson Lane. Aligned cross-street driveways consolidate left-turn and crossing conflicts into shared decision points and reduce the frequency of conflicting movements. Relocating either driveway to satisfy the 150-foot standard would necessarily eliminate this alignment and introduce offset-driveway conflict patterns that are less safe than the existing condition. The proposed project is a renovation of an aging building rather than new development. The intent is to refurbish and modestly extend an existing community asset, not to build a new facility. Site-access infrastructure that is functioning as designed is not within the scope of this refurbishment. 3 ……………………………………………………………………………………… …………………………………………………………………………………… …………………………………………………………………………………… …………………………………………………………………………………… …………………………………………………………………………………… …………………………………………………………………………………… …………………………………………………………………………………… …………………………………………………………………………………… …………………………………………………………………………………… Additionally, in order for the Board members to vote in support of your application it must be shown that the unique conditions and circumstances which you have described are NOT the result of your own actions. (Actions taken by previous owners and actions taken by your agents can be construed as "Your actions.") Can you explain how the unique conditions and circumstances affecting your property came to be, AND SHOW that they ARE NOT the result of YOUR OWN ACTIONS: ………………………………………………………………………………………. …………………………………………………………………………………… ……………………………………………………………………………………… ……………………………………………………………………………………… ……………………………………………………………………………………… ……………………………………………………………………………………… ……………………………………………………………………………………… ……………………………………………………………………………………… Furthermore, the Board must be satisfied that the variance you are requesting is the MINIMUM deviation from the terms of the ordinance NECESSARY to OVERCOME the unique conditions and circumstances which you have described. Explain how your proposal is the MINIMUM manner by which the unique conditions and circumstances described can be overcome: ………………………………………………………………………………………. The spacing standard is intended to govern new driveways and the modification of existing ones. The driveways in question are neither — they were permitted under the standards in effect at the time of construction and are not being altered by this project. Compliance would require substantial site work outside the project's scope: relocation of utility poles, the monument sign, parking lot circulation, the fire lane, accessible parking, and protected mature landscaping. The cost burden would be significant and would address a condition the project does not create, alter, or worsen. Compliance would also likely diminish public safety. Eliminating one driveway would force all site traffic — including emergency apparatus — through a single point of ingress and egress, and would eliminate the existing alignment with residential driveways across S Pearson Lane, introducing offset-driveway conflict patterns at a location that has operated under aligned conditions for more than four decades. St. Martin-in-the-Fields Episcopal Church was founded on this property and has owned it continuously since 1982. Both driveways were constructed as part of the original development under the access standards then in effect and have not been altered since. The condition giving rise to this request — driveway spacing of approximately 87 feet, less than the 150 feet now required for collector streets — was created by subsequent ordinance standards, not by any action of the applicant. The variance has been triggered now only because the proposed addition and renovation requires zoning review, which has caused the existing condition to be re-evaluated against current standards. 4 ……………………………………………………………………………………… ……………………………………………………………………………………… ……………………………………………………………………………………… ……………………………………………………………………………………… ……………………………………………………………………………………… ……………………………………………………………………………………… ……………………………………………………………………………………… ……………………………………………………………………………………… Also, the Board must be convinced that granting such a variance would not constitute an UNFAIR GRANT OF SPECIAL PRIVILEGE to you, granting privileges that are otherwise denied by the ordinance. In other words, why would granting this variance be ONLY FAIR, and NOT MORE THAN FAIR, to you, since others are prevented from doing what you are requesting: ………………………………………………………………………………………. ……………………………………………………………………………………… ……………………………………………………………………………………… ……………………………………………………………………………………… ……………………………………………………………………………………… ……………………………………………………………………………………… …..………………………………………………………………………………… ……………………………………………………………………………………… Finally, the Board must be certain your request is in harmony with the public welfare, and will not in any way be injurious or detrimental to your neighbors and their property rights. EXPIRATION OF GRANTED REQUEST. ZONING BOARD OF ADJUSTMENT RULES OF PROCEDURE, Section 7.1 Any special exception or variance granted or authorized by the Board shall authorize the issuance of a building permit and/or a Certificate of Occupancy, as the case may be, for a period of one year from the date of the favorable action of the Board unless said Board shall have in its action approved a different period of time and has so shown such specific period of The variance request is the minimum deviation necessary to overcome the unique conditions described above. The applicant is not requesting any expansion or modification of the existing driveways; the request is solely to allow the driveways to remain in their original 1982 locations. Approval of this variance would place the applicant in the same position relative to the ordinance as other property owners whose access infrastructure was lawfully constructed prior to the adoption of current spacing standards. Pre-ordinance legacy access conditions are recognized in zoning practice as legal nonconformities — they are not retroactively forced into compliance unless triggered by a substantial change in use, redevelopment, or modification of the access infrastructure itself. None of those triggers apply here. The applicant is not requesting permission to create a new substandard condition, expand a substandard condition, or extend a substandard condition to circumstances that would otherwise be required to comply. The applicant is requesting only that an existing, lawfully constructed, safely operating condition be allowed to continue.