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Item 7 - Presentation CITY OF -Iqq SOUTHLAKE Item 7 ZA21-0093 Site Plan for Lonesome Dove Bap tist Chruch Addition ZA21m0093 OWNER: Lonesome Dove Baptist Church APPLICANT: Kirkman Engineering REQUEST: Approval of a Site Plan to allow an approximately 13,893 square foot worship building to be added on the property. LOCATION: 2380 Lonesome Dove Ave. (also called Lonesome Dove Rd.), generally located on the west side of Lonesome Dove Ave. approximately 400' north of ' ecti with Emerald Circle. �\ CITY OF ©SOUTHLAKE Future Land Use 2380 Lonesome Dove Ave. Land Use Designation: Public/Semi-Public 'P" m Future Land Use Update F� FREEMAN / LU_TYPE Medium Density Residential C 100-Year Flood Plain o DGDCT LA Z_� Corps of Engineers Property Public Park/Open Space Public/Semi-Public Pubic PaeioP�space Low Density Residential Medium Density Residential Office Commercial ���� _ Retail Commercial P.bli./Semi?.blip Mixed Use Town Center J Regional Retail o 0- � Industrial — w 2 245 49D 3.D O Fat Z - I _ El CIR XRRFFFll1RRREFF������������ " ELL �� .Jr a } r ��-7— i _ 1 100-Yeer F—Plain ..,fir- ,�, Zoning CS: Community 2380 Lonesome Dove Ave. Service District LCIR DAG Cl- EKT / _ ® RE C2 0 SF1A -C3 F - SF1B -C4 ° c� POG �aU ® SF2 NR-PUD F'U D #47 0 SF3O -HC R 0 SF2OA 0 B1 0 SF2OB 0 B2 480-785 R-PUD Q 11 Q MF1 -12 MF2 0 SP1 - MH 0 SP2 CS 0 CS -DT w 0 01 TZD a 0 02 0 ECZ 0 0 w z SF1- i ! 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Y1lspe opp.c.Feb— @202t Googk Untied— Privacy ewrl apobkM Street View '34 I I I „. - roY4VF144Y I Site Data Summary Existing Proposed Total Existing Zoni ng CS CS CS Land use Designation Public/Semi-Public Public/Semi-Public Public/Semi-Public ypJ!'iGt1'— I Gross/Net Acreage(Sq.Ft.) 292,183 292,183 292,183 Number of Proposed Lots 1 1 1 i k i Percentage of Site Coverage 5.82% 4.75% 10.570/a ' Area of Open Space 227,195 162,458 162,458 + Percentage of Open Space 77.76% 55.60'/6 55.60% Area of Impervious Coverage 64,988 64,737 129,725 Percentage of Impervious Coverage 22.249/o 22.16% 44.40% s urn Building Area(GROSS) 17,002 13,893 30,895 Number of Stories 1 1 1 Maximum Building Height 15'-9" 32'-2" 32'-2" /.„ �•I w Proposed Floor Area(NET) 17,002 10,066 27,068 Required Parking 126 Provided Parking E Standard 56 94 150 Handicap 2 4 6 Total 58 98 156 i �...!,� Required Loading Spaces 0 0 0 Provided Loading Spaces 0 0 0 Area of Outside Storage N/A N/A N/A Percentage of Outside Storage N/A N/A N/A / ------•— - .,�..;� --------------------------- Anticipated Schedule of Development Construction Start Date: 3/1/2022 Construction End Date: SPRING 2023 Variance Requests 1) Driveway Ord. No. 634, as amended, Section 5.2.d requires a minimum stacking depth of 75'. A variance is requested to allow a stacking depth of approximately 40' for all three driveways. A variance was approved with the previous site plan (ZA99-009) to allow a stacking depth of ±40' on all three drives. Reapproval of the variance is required since the existing use of the driveway is projected to increase in actual or proposed daily design hour volume by 20% or more. 2) Driveway Ord. No. 634, as amended, Section 5.1 requires a minimum throat width of 24'. A variance is requested to allow the existing throat width of 17'4" for the center driveway to remain. A variance to allow the 17'4" throat width was approved with the previous site plan in 1999. Reapproval of the variance is required since the existing use of the driveway is projected to increase in actual or proposed daily design hour volume by 20% or more. 3) Zoning Ord. No. 480, as amended, Section 33.19 requires a 5' sidewalk to be constructed along Lonesome Dove Ave. at the time of construction. A variance is requested to allow no sidewalk to be constructed along Lonesome Dove Ave. 4) Zoning Ordinance No. 480, Section 39.6.a requires an 8' solid fence to be constructed where the non-residential us abuts the residentially zoned lots to the west and south. A variance is requested to allow the existing fences and vegetatio to remain. The Zoning Board of Adjustment approved a variance (ZBA-313) to the fence requirem i 1 0. Reapprova the variance is required since the previously approved variance was based on the plot plan p7 t at the time. Zoning Ordinance was amended in 2000 to give City Council the authority to grant a variance to th c r�ih � quirements for non-residential uses where they abut residentially zoned lots or tracts or lots having an occuple residential welling: �\1 i �l!i�t \ CITY OF ®SOUTHLAKE PORTLAND CEMENT PLASTER ON METAL LATH PREFINISHED METAL FIBER CEMENT COPING FLASHING PANEL PREFlNSHED PREFINISHED METAL PREFINISHED METAL STANDING SEAM FASCIA DOWNSPOUT ROOF ASSEMBLY PREFINISHED METAL PRE-FINISHED METAL TAPERED HSSTUBE F13M CEMENT BRICK SOLDER FIBER CEMENT PREFINISHED METAL PREFINISHED METAL COPING FLASHING FASCIA STEEL BEAM:REF- PANEL COURSE PANEL DOWNSPOUT DOWNSPOUT FACEBRICK(BRKI) STRUCTURAL STONE MASONRY PREFINISHED METAL FIBERCEMENT FIBER CEMENT RRAND CEMENT COPING FLASHING 137-P PANEL PANEL PREFIINNISHED METAL PLASTER ON METAL FIBER CEMENT LAIN PANEL CAST STONE CAP CJ �2• PRERNISHEDMETAL T.O.STONE CJ C.1 14• DOWNSPOUT COPING FPREFINISHLASHING 12LT-P T.O.WALL 'ci CJ CJ 1M7 4• T.O.WALL CJ T.O.WALL IN' Sd 1 Sa' d Sd' 1] Sd' T.O.W PREFlNDOWNMETAL 127-0• 121•-O• DOWNSPOUT 720-711? PLASTE ON METAL 4MENT •ff PLASTER ON METAL PREFINISHED METAL LATH DOWNSPOUT 1•EJ.ANDCOVER STONEMASONRY T.O.STONE CJ CJ CJ CJ J��J �� 113'-4' TO,STONE WLWL HEAD PORTLAND CEMENT 11z-0- J I_ J J J 112-D• PLASTER ON Mm CJ ^ CJ \Cj G LATH wol CJ a CJ CJ W. EXISTING BULDING� A1[ FW.FLOOR FACE BRICK(BRK1) \ STONEMASONRY PREFINISHED METAL ,V.PREFINISHED METAL DOWNSPOUT FADE BRICK(BRK7 DOWNSPOUT N04LE PREFINISHED METAL PORTLAND CEMENT PORTLAND CEMENT PORTLAND CENT PORTLAND CEMENT DOWNSPOUT NOZZLE CAST STONE CAP PLASTER ON METAL PLASTER ON METAL PLASTER ON METAL PLASTER ON METAL ONE MASONRY LATH LATH LATH LATH STONE MASONRY 1 FACE BRICK(BRK1) CAST STONE CAP CAST STONE CAP CAST STONE CAP EAST ELEVATION 2 SCALE 118'=1'-0• 11 A2.00 FACE BRICK(BRKI) FACE BRICK BRKI) FACE BRICK(BRKI) STONE MASONRY STONE MASONRY STONE MASONRY 4 y4 TAPERED HSSTUB PREFINISHED METAL TAPERED HSS TUBE STEEL BEAM:REF. FASCIA STEEL BEAM:REF. STRUCTURAL STRUCTURAL CASTSTONEC PORTLAND CEMENT CASTSTONECAP PLASTER ON METAL PREFINISHEDMETAL STONE MASONRI• lATl1 COPING FLASHING STONE MASONRY MEMIPONNO HEDMETAL MET- TAPEAEDH :S . STEEL EM:TUBE LOPING FLASHING ­2PREFINWED METAL FASCW STEETRUCTREF. STEEL BEAM,REF. ALUMINUM BEAM STRUCTURAL STRUCTURAL FIBER CEMENT PREFINISHED METAL PANEL T.O.WALL 13Z-2- FASCIA 13V-S 12' PREFNISHED METAL IZ PREFINISHED PREFNISHED METAL N N N 1 N N t` COPING BASHING ALUMNUM BEAM GIT D AND i.0.STONE LJ STONEMASONRY DOWNSPOU T.O.W— 128'-O' T—ALL PREFINISHEDNETAL PREFINISHED T.100, 124'-B' FASCIA ALUMINUM 123'-p FlBER CEMENT HSS COLUMN CJ iLJ -CJ G LN 12'-E' �N PANEL R NISHED METAL IM TAPERED PREFINISHED TAPEEL BEMTUBE DO AND ALUMINUMBEAM STEEL BEAM:REF. 'i '-RtUCTURAL ' B0.CANOPY O.S ONE STONEMASONRY 113'-4' T.O.STONE PREFMSHED METAL PREFINISHED PREFNISHED I12-0' DOWNSPOUT ''i Cp�T ALUMINUM ALUMINUM O STONE GAP STONE LOLUAIN COLUMN GAP LAST STONE CASTSTONE STONEMASONRY as CAP CAP PREFINISHED METAL DOWNSPOUT NOZZLE FW.FLODR 1W-0' SONL/ FACE BRIG((BRK1) ONE MASONRY STONEMASONRY S-Tq(E Mq �- \ PREFINISHED METAL PREFlNISHED METAL FlBER CEMENT `STONEMASONRY PREFI NISHED METAL DOWNSPOUT NWaE DOWNSPOUT NOZZLE FALEMM(BRRU PANEL DOWNSPOUT STONEMASONRY PORTLAND CEMENT PREFTNISHED METAL PLASTER ON MTL DOWNSPOUT LATH \RBERCE ENT SOUTH ELEVATION 1 PANEL Sout SCALE 1/8'=1'-0' tl A2OD � Elevation PORTLAND CEMENT PLASTER ON METAL RBER CEMENT LATH PANEL PREFINISHED REFINISHED METAL PREFINISHED METAL STANDING SEAM GUTTER AND FASCIA PREFINISHED ROOF ASSEMBLY DOWNSPOUT $TEFL COLUMN;REF. METAL COPING FLASHING BEYOND REFINISHED METAL FIBER CEMENT STRUCTURAL METAL COMPOSITE FASCIA PANEL FIBER CEMENT FIBER CEMENT PREFINISHED METAL PANEL PANEL COPING FLASHING TAPEREDHSSTUBE FASCIA PANEL PREFINISHED METAL PREFINISHED METAL REFINISHED METAL STEEL BEAM;REF_ PREFINISHED METAL TAPERED HSS TUBE TAPERED HSS TUBE GLITTERAND GUTTER AND GLITTERAND STRUCTURAL FIBER CEMENT GUTTERAND STEEL BEAM;REF. STEEL BEAM;REF. DOWNSPOUT DOWNSPOUT DOWNSPOUT PANEL DOWNSPOUT STRUCTURAL STRUCTURAL 132'-2' PREFINISHED METAL 12- J COPING FLASHING PREFINISHED METAL FIBER CEMENT 314^ J FASCIA PANEL J CJ J J T.O.STOLE FIBER CEMENT CJ CJ T.O.WALL 12A-0" PANEL TO.WALL 124'-G TO.WALL ].. CASTSTONE CAP J J J J. J J J r STONEMASONRY 1"E.J.AND COVER -`a --- PORTLAND CEMENT I I T.O.BPoCK PLASTER ON METAL �II '1 CJ CJ 'CJ 114'-0" LATH CJ `E%ISTING BUILDING CJ '� '�J ) PLASTER ON MTLL f LATH F np 1 W.FLOOR 1 FN.FLOOR 100-0" PREFINISHED METAL i STONE MASONRY DOWNSPOUT CEMENTFACE BRICK(BRK1) STONEMASONRY STONEMASONRY \PDRTLAN. PLASTER ON METAL PI-ASTE ON METAL rO TE IDCEMENT PLASTER OCEMENT N METAL LATH PLASTER ON METAL PLASTER ON METAL PLASTER ON METAL I LATH LATH LATH FACE BRICK(BRK1) CAST STONE CAP CASTSTONE CAP CASTSTONECAP AST STONE CAP WEST ELEVATION PREFINISHED METAL DOWNSPOUT FACE BRICK(BRKI) FACE BRICK ERK1) FACE BRICK(BRK1) FACE BRICK ERK1) SCALE:1I8'=1'4Y STONEMASONRY STONEMASONRY STONEMASONRY STONEMASONRY I \\_X _ ._ A\\\� PORTLANON Mn PLASTER ON Mn LATH PASCIA BHEDEYO METAL 12XUMINUMBE PREFINISHED ME­FIGUTIENISHEO METAL FASCIA BEYOND ALUMINUM BEAM STANROOF INGASSEMBLSEAMY DOWNSPOUT STONEMASONRY ROOF ASSEMBLY DOWNSPOUT BEYOND PREFINISHED METAL PRE-FINISHED METAL FASCIA COPING FLASHING 132-2" PREFINISHED METAL SCUPPER PREFINISHED METAL SCUPPER 12%6 PREFINISHE E%ISTING ALUMINUM BEAM PREFINISHED METAL ROOF COPING FLASHING PREFINISHED ALUMINUMHSSCOLUMN T.O.WALL _ iCJ T.O.WAIL 12%6 TAPERED 12Y_p CJ CJ CJ CJ CJ 121'-6' PREFINISHED �iJ 121'-0" N CJ CJ EMENT ALUMINUM BEAM _ J PORTLPND METAL CJ PLASTER ON METAL so.allovr - LATM d'8 J TO.STONE 112'-0' PREFINISHED PREFINISHED - EXISTING BUILDWGJ - ALUMINUM ALUMINUM J TO.OPENING TO.OPENWG CAST STONEC COLUMN COLUMN STONE MASONRY CAST STONE CAST STONE - - CJ PREFINISHED METAL CAP CAP OPEN TO -- BEYOND D11OWNSPOUTNOZIlE N.FlOOfl 00'0' STONEMASONRY STONEMASONRY / FACE BRICK(BRK1) PREFINISHED METAL PREFINISHED METAL J �L.RlCK IBRKII�FIBER CEMENT PREFINISHED METAL DOWNSPOUT NOZZLE DOWNSPOUT NOBLE PANEL DOWNSPOUT PREFINISHED METAL PREFINISHED METAL PREFINISHED METAL FIBER CEMENT STONEMASONRY DOWNSPOUT DOWNSPOUT DOWNSPOUT PANEL NORTH ELEVATION 1 SCALE:W=1'.= 11A2.00 ffm M- -. North Elevation 8w1 � II 9111111111111 EGEND in auuuuun J�- kirkman ENGINE RING ♦♦ PRELIMINARY GRADING PLAN Preliminary Grading Plan No Text i� i A _ �'ll'Illlllll vommm©mm�i to ft .00 oommmmmm�i oommmm©m�i kAn ♦. oommmmmm�i -------------- ------------- ♦••.•.•♦ DRAMINART 4.1 Preliminary Drainage Area Map 1 • I I NEI I I I LPE �- 9 IIIIIIIIIII Preliminary Storm Plan b y "•� f . 77 PRELIMINARY UTILITY PLAN PLAN PLAN Preliminary Utility Plan ?s aSp ,A pNrn WpW m o F 0 1309 p O F oN WW n 2 S 0 ry6p2 2606 2602 2�8 N c �0 a O o � P O p� p6 0 Lij 0 c 2612 Z � ro 2610 For: AR ER CT 1225 - --- Opposed: 2603 2384 Undecided: 1160 1190 1130 1200 1230 �260 TA �5 I 413 W N Q o W o a > N O 0 0 2370 W n O W N a Z p N J O U _ 0 1400 1450 - - 1240 �- v 1201 1231 1261 1291 1301 1351 1391 1401 1451 1491 FOXFIRE- CITY OF