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Item 7 - PlansLOT 17, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 16, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 15, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 12, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 11, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 10, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 9, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 8, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 1-R-2R LONESOME DOVE BAPTIST CHURCH ADDITION DOC #. D220118183 P.R.T.C.T. ZONED: CS LAND USE: PUBLIC/SEMI-PUBLIC 7.5' UTILITY EASEMENT VOL. 388-165, PAGE 48, P.R.T.C.T. 7.5' UTILITY EASEMENT VOL. 388-165, PAGE 48, P.R.T.C.T. 10'X30' GUY EASEMENT VOL. 388-165, PAGE 48, P.R.T.C.T. 7.5' UTILITY EASEMENT VOL. 388-165, PAGE 48, P.R.T.C.T. 5' UTILITY EASEMENT CAB. A, SLIDE 4813 P.R.T.C.T. 15' DRAINAGE EASEMENT VOL. 11784, PG. 452, D.R.T.C.T. 15' DRAINAGE EASEMENT VOL. 11784, PG. 452, D.R.T.C.T. 15' DRAINAGE EASEMENT VOL. 11784, PG. 452, D.R.T.C.T.30' BUILDING LINE(CAB. A, SLIDE 4813, P.R.T.C.T.)LOT 1-R-2R LONESOME DOVE BAPTIST CHURCH ADDITION DOC #. D220118183 P.R.T.C.T. ZONED: CS LAND USE: PUBLIC/SEMI-PUBLIC 5' RIGHT-OF-WAY DEDICATION VOL. 388-165, PG. 48 P.R.T.C.T. LOT 1-R-1R LONESOME DOVE BAPTIST CHURCH ADDITION DOC #. D220118183 P.R.T.C.T. 6.708ACRES 292,181 SQUARE FEET LONESOME DOVE ROAD(VARIABLE WIDTH R.O.W. ~ CAB. A, SLIDE 4813, P.R.T.C.T.)(ASPHALT PAVEMENT)N84°42'49"E 101.01' N5°17'11"W 23.33' N84°42'49"E 60.00'N3°42'28"W75.54'S9°51'16"E69.27'N80°08'44" E 168.03'S0°07'51"E654.29'S89°38'20"W 459.39'N0°04'17"E575.03'N86°17'32"E 126.74'SOUTHLAKE CITY LIMITSGRAPEVINE CITY LIMITSLOT 1, BLOCK 1 DOVE PARK ESTATES LEONARD LINCOLN SURVEY ABSTRACT NO. 981 ZONED: R-12.5 LAND USE: LOW DENSITY RESIDENTIAL HALL'S DRY STORAGE VOL. 11311, PG. 1283 ZONED: R-20 LAND USE: LOW DENSITY RESIDENTIAL LEONARD LINCOLN SURVEY LOT 10, BLOCK 1 DOVE PARK ESTATES LEONARD LINCOLN SURVEY ABSTRACT NO. 981 ZONED: R-12.5 LAND USE: LOW DENSITY RESIDENTIAL LOT 2, BLOCK A THE OAKS OF LONESOME DOVE CAB. A, SLIDE 5336 P.R.T.C.T. ZONED: R-20 LAND USE: LOW DENSITY RESIDENTIAL LOT 1R1, BLOCK A THE OAKS OF LONESOME DOVE CAB. A, SLIDE 5336 P.R.T.C.T. ZONED: R-20 LAND USE: LOW DENSITY RESIDENTIAL JACKSON COURT 50' R.O.W. (CONCRETE PAVEMENT) ALEXANDRIA COURT 50' R.O.W. (ASPHALT PAVEMENT) 25' BUILDING LINE 25' BUILDING LINE25' BUILDING LINEXX X X X XEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX O H E EX OHEEX OHE SS SEPTIC LID SS SEPTIC LIDXXXXSSSEPTIC LIDXXXX XXXXXXXXXXXX X X X X XEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHE EX OHE EX OHE EX OHE EX OHEEX OHEEX OHEEX GASEX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTRFH GUY WV WV WVFH WVFH WV WM WM GUY COCO COCO COCOCO COCO COCO UP UP UP UP UP UP UPUP UP UP UP UP UP UP UP UP TPED TPED TPEDTPED EM EM EM UV CABLEFIRELANEFIRELANEFIRELANE FIRELANE FIRELANE FIRELANE FIRELANEFIRE L A N E FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANE FIRE L A N E FIRELANEFIRELAN E NEW PROPOSED BUILDING MAIN SANCTUARY 13,893 SF (1-STORY)EXISTING BUILDING 1FELLOWSHIP/EDUCATION5,998 SF (1-STORY)EXISTING BUILDING 3 SANCTUARY 3,733 SF (1-STORY) EXISTING BUILDING 2 FELLOWSHIP/EDUCATION 4,086 SF (1-STORY)FIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANEFIRELANE FIRELANE FIRELANE FIRELANE FIREL A N E EXISTING BUILDING 4 PARSONAGE 3,185 SF (1-STORY)SSSSSSSSSSSSSSSSSS SS WWWW W W W W W W W FH 3 5 2 18 14 13 26 6 11 3 10 7 35 PROP. DUMPSTER W/ 8' TALL MASONRY SCREENING WALL MATCHING THE PRINCIPAL BUILDING WITH A SOLID METAL ACCESS GATE. PROP. CURB INLET PROP. CURB INLET PROP. STORM BOX 257.4'PROP. CURB INLET 115.4'92.1' R 10'R10 ' 18.0'18.0'24.0'18.0' 24.0'18.0'30.0'2 4 . 0 '24.0'36.0' 17.4'24.3'18.1'18.0'24.0'18.0' 33.7' 27.5'24.0'18.0'9.0'9.0'11.0'9.0'9.0'PROP. DETENTION POND EX. CONC. PAVEMENT EX. CONC. PAVEMENT 48.8'9.0'9.0'76.3'46.2'40.0'90.1'138.1'43.9' EX. FIRE HYDRANT PROP. WYE INLET PROP. WYE INLET PROP. SITE LIGHTING PROP. SITE LIGHTING PROP. SITE LIGHTING PROP. SITE LIGHTING 24.2'155.3'31.7'297.6'EX. 4' CHAIN FENCE EX. 6' IRON/WOOD FENCE PROP. 6' CONC. SIDEWALK 6.5' EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. CONC. PAVEMENT 10' TYPE C BUFFERYARD10' TYPE C BUFFERYARD59.2' 23.2' 120.3' 205.1'12.2'EX. FIRE LANE PROP. FIRE LANE EX. FIRE LANE ±40' ±40' ±47' BLDG. OVERHANG EX. RESIDENTIAL DRIVEWAY EX. GRAVEL DRIVEWAY R3'R 4 0 'R 3 0 'PROP. FIRE LANE 102.1'17.4'1.7'59.3'R30'R 3 0 'R30'R30'R30'R 3 0 'R36'R10'R10 'R 5'R 3 0 'R30 'BLDG. OVERHANG W/ CONCRETE WALK EX. VARIABLE HEIGHT WOODEN FENCE (6'-8') EX. 5' WIRE FENCE LEGEND C2.0 FILENAME: C3.0 SITE PLAN_OWT21002.dwgPLOTTED BY: Sachi BurlingameFULL PATH: K:\Jobs\OWT21002_DoveChurch\Drawings\01_PRELIM ENGR\03 - ProductionK:\Jobs\OWT21002_DoveChurch\Drawings\01_PRELIM ENGR\03 - Production\C3.0 SITE PLAN_OWT21002PLOTTED DATE: 12/29/2021SITE BENCHMARKS BM NO. 1 The site benchmark is an "X" cut set in the west right of way of Lonesome Dove Avenue, being at the southwest corner of a concrete drainage structure, and being approximately 240 feet north from the intersection of Lonesome Dove Avenue and Alexandria Court. ELEVATION = 575.07' (NAVD '88) BM NO. 2 The site benchmark is an "X" cut set with box in the east right of way of Lonesome Dove Avenue, being approximately 30 feet south from a utility pole, and being approximately 335 feet south from the intersection of Lonesome Dove Avenue and Alexandria Court. ELEVATION = 576.19' (NAVD '88) 509 PECAN STREET, SUITE 100 FORT WORTH, TEXAS 76102 817-993-9844 SHEET:REV:DATE:DESCRIPTION:DOVE CHURCHLOT 1-R-1RCITY OF SOUTHLAKETARRANT COUNTY, TEXASKIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: ISSUE DATE: OWT21002 - E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C UME N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UNDE R THE S UP ER VI S IO N OF : P.E.# 91865 SHEA O. KIRKMAN DATE: 12/29/2021 SITE PLAN CITY PROJECT NO. ZA21-0093 DOVE CHURCH 6.708 ACRES LOT 1-R-1R, BLOCK 1 LONESOME DOVE BAPTIST CHURCH ADDITION CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS PREPARATION DATE: - OWNER/APPLICANT LONESOME DOVE BAPTIST CHURCH 2380 LONESOME DOVE AVENUE SOUTHLAKE, TEXAS 76092 PH: 817-488-9568 CONTACT: JASON STOVER LANDSCAPE ARCHITECT LONDON LANDSCAPES P.O.BOX 28 COLLINSVILLE, TEXAS 76233 PH: 972-800-0676 CONTACT: AMY LONDON ENGINEER KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 PH: 817-488-4960 CONTACT: SACHI BURLINGAME, PE SURVEYOR BARTON CHAPA SURVEYING 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 PH: 817-864-1957 CONTACT: JACK BARTON, RPLS PRELIMINARY SITE PLAN GRAPHIC SCALE FEET08040 SCALE: 1" = 40' LAYOUT & DIMENSIONAL CONTROL NOTES: 1.BOUNDARY LINES AND EASEMENT: REFER TO THE FINAL PLAT TO VERIFY PROPERTY LINES AND EXISTING EASEMENT LOCATIONS. 2.DIMENSION CONTROL: UNLESS NOTED OTHERWISE, ALL PAVING DIMENSIONS SHOWN ARE TO FACE OF CURB. 3.CURB RADII: UNLESS NOTED OTHERWISE, ALL CURB RADII SHALL BE 3' AT FACE OF CURB. 4.BUILDING DIMENSIONS: REFERENCE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. 5.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATES PRIOR TO CONSTRUCTION. 6.ALL COORDINATES ARE U.S. SURVEY FEET, NAVD '88 SURFACE. Know what's below. before you dig.Call R EXISTING PAVEMENT PROPOSED PAVEMENT EXISTING SIDEWALK PROPOSED SIDEWALK FIRE LANE STRIPING PROPOSED SANITARY MANHOLE PROPOSED CURB INLET PROPOSED GRATE INLET ACCESSIBLE ROUTE PARKING COUNT PROPOSED RETAINING WALL PROPOSED FDC BUILDING ENTRANCE/EXIT PROPERTY BOUNDARY FIRELANE 10 SS E DOVE RD EMERALD CIR TAYLOR ST RIDGECREST DRQUAIL RUN R D POWDER RIVER TRL ASPEN R I D G E D R MCCRAE TRL BURNEY LN PROJECT SITE VICINITY MAP N.T.S.LONESOME DOVE RD XX X X X XEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX O H E EX OHEEX OHE SS SEPTIC LID SS SEPTIC LIDXXXXSSSEPTIC LIDXXXX XXXXXXXXXXXX X X X X XEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHE EX OHE EX OHE EX OHE EX OHEEX OHEEX OHEEX GASEX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTRFH GUY WV WV WVFH WVFH WV WM WM GUY COCO COCO COCOCO COCO COCO UP UP UP UP UP UP UPUP UP UP UP UP UP UP UP UP ICV ICV ICV ICV ICV SD MB BENCHBE N C H MEMORIAL MONUMENT BENCH FLAG STONE FLAG STONE HEAD STONE HEAD STONE HEAD STONEHEAD STONEHEAD STONE FL 18" RCP=572.7'FL 18" RCP=572.7' FL 36" RCP=571.8' FL 36" RCP=571.9' FL 36" RCP=571.7' FL 36" RCP=571.6' FL 36" RCP=571.4' FL 36" RCP=571.4' FL 36" RCP=571.3' FL 36" RCP=571.3' FL 18" RCP=572.9'FL 18" RCP=572.9' FL 36" RCP=570.9'FL 36" RCP=570.9' FL 36" RCP=570.8' FL 36" RCP=570.8' FL 18" RCP=569.9' FL 18" RCP=569.8' TPED TPED TPEDTPED EM EM EM UV CABLE5775775 7 7 576576 576 575 575572575571575575 575573574LOT 17, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 16, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 15, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 12, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 11, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 10, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 9, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 8, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 1-R-2R LONESOME DOVE BAPTIST CHURCH ADDITION DOC #. D220118183 P.R.T.C.T. ZONED: CS LAND USE: PUBLIC/SEMI-PUBLIC 7.5' UTILITY EASEMENT VOL. 388-165, PAGE 48, P.R.T.C.T. 7.5' UTILITY EASEMENT VOL. 388-165, PAGE 48, P.R.T.C.T. 10'X30' GUY EASEMENT VOL. 388-165, PAGE 48, P.R.T.C.T. 7.5' UTILITY EASEMENT VOL. 388-165, PAGE 48, P.R.T.C.T. 5' UTILITY EASEMENT CAB. A, SLIDE 4813 P.R.T.C.T. 15' DRAINAGE EASEMENT VOL. 11784, PG. 452, D.R.T.C.T. 15' DRAINAGE EASEMENT VOL. 11784, PG. 452, D.R.T.C.T. 15' DRAINAGE EASEMENT VOL. 11784, PG. 452, D.R.T.C.T.30' BUILDING LINE(CAB. A, SLIDE 4813, P.R.T.C.T.)LOT 1-R-2R LONESOME DOVE BAPTIST CHURCH ADDITION DOC #. D220118183 P.R.T.C.T. ZONED: CS LAND USE: PUBLIC/SEMI-PUBLIC 5' RIGHT-OF-WAY DEDICATION VOL. 388-165, PG. 48 P.R.T.C.T. LOT 1-R-1R LONESOME DOVE BAPTIST CHURCH ADDITION DOC #. D220118183 P.R.T.C.T. 6.708ACRES 292,181 SQUARE FEET LONESOME DOVE ROAD(VARIABLE WIDTH R.O.W. ~ CAB. A, SLIDE 4813, P.R.T.C.T.)(ASPHALT PAVEMENT)SOUTHLAKE CITY LIMITSGRAPEVINE CITY LIMITSLOT 1, BLOCK 1 DOVE PARK ESTATES LEONARD LINCOLN SURVEY ABSTRACT NO. 981 ZONED: R-12.5 LAND USE: LOW DENSITY RESIDENTIAL HALL'S DRY STORAGE VOL. 11311, PG. 1283 ZONED: R-20 LAND USE: LOW DENSITY RESIDENTIAL LOT 10, BLOCK 1 DOVE PARK ESTATES LEONARD LINCOLN SURVEY ABSTRACT NO. 981 ZONED: R-12.5 LAND USE: LOW DENSITY RESIDENTIAL LOT 2, BLOCK A THE OAKS OF LONESOME DOVE CAB. A, SLIDE 5336 P.R.T.C.T. ZONED: R-20 LAND USE: LOW DENSITY RESIDENTIAL LOT 1R1, BLOCK A THE OAKS OF LONESOME DOVE CAB. A, SLIDE 5336 P.R.T.C.T. ZONED: R-20 LAND USE: LOW DENSITY RESIDENTIAL JACKSON COURT 50' R.O.W. (CONCRETE PAVEMENT) ALEXANDRIA COURT 50' R.O.W. (ASPHALT PAVEMENT) 25' BUILDING LINE 25' BUILDING LINE25' BUILDING LINE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANENEW PROPOSED BUILDING 13,893 SF EXISTING BUILDING 1 EXISTING BUILDING 3 EXISTING BUILDING 2 FIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANEFIRELANE FIRELANE FIRELANE FIRELANE FIRELA N E SS SS FH FFE=577.30 EX. FFE 577.30 EX. FFE 577.40 EX. FFE 576.90 TI 575.00 EX. 576.5± EX. 575.9± G 575.24 TC 575.74 G 575.34 TC 575.84 G 575.02 TC 575.52 G 575.78 TC 576.28 G 575.41 TC 575.91 G 576.38 TC 576.88 G 576.08 TC 576.58 G 575.54 TC 576.04G 575.32 TC 575.82 G 575.08 TC 575.58 G 575.16 TC 575.66 TI 574.33 G 575.49 TC 575.99 G 575.73 TC 576.23 FG 575.41 FG 575.59 FG 576.41 FG 575.99 G 575.94 TC 576.44 G 576.59 TC 577.09 G 575.58 TC 576.08 G 575.59 TC 576.09 EX. 575.8±EX. 575.4± EX. 575.3± TI 576.34 FG 576.67 FG 576.76 FG 576.83 FG 577.45 FG 577.43 FG 577.44 EX. 576.5± EX. 576.4± EX. 576.8± EX. 576.1± FG 576.51 FG 576.54 PROP. DETENTION POND576 575575577 576 572 4:1 MAX577FILENAME: C5.0 GRADING PLAN_OWT21002.dwgPLOTTED BY: Sydney FosterFULL PATH: K:\Jobs\owt21002_dovechurch\Drawings\01_prelim Engr\03 - ProductionK:\Jobs\owt21002_dovechurch\Drawings\01_prelim Engr\03 - Production\C5.0 GRADING PLAN_OWT21002PLOTTED DATE: 12/27/2021SITE BENCHMARKS BM NO. 1 The site benchmark is an "X" cut set in the west right of way of Lonesome Dove Avenue, being at the southwest corner of a concrete drainage structure, and being approximately 240 feet north from the intersection of Lonesome Dove Avenue and Alexandria Court. ELEVATION = 575.07' (NAVD '88) BM NO. 2 The site benchmark is an "X" cut set with box in the east right of way of Lonesome Dove Avenue, being approximately 30 feet south from a utility pole, and being approximately 335 feet south from the intersection of Lonesome Dove Avenue and Alexandria Court. ELEVATION = 576.19' (NAVD '88) 509 PECAN STREET, SUITE 100 FORT WORTH, TEXAS 76102 817-993-9844 SHEET:REV:DATE:DESCRIPTION:DOVE CHURCHLOT 1-R-1RCITY OF SOUTHLAKETARRANT COUNTY, TEXASKIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: ISSUE DATE: OWT21002 - E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C U M EN TS AR E F OR D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R U ND ER TH E S UP ER V ISI ON O F : P.E.# 91865 SHEA O. KIRKMAN DATE: 12/27/2021 PRELIMINARY GRADING PLAN GRAPHIC SCALE FEET08040 SCALE: 1" = 40' Know what's below. before you dig.Call R LEGEND PROPOSED CONTOUR EXISTING CONTOUR GRADE BREAK PROPOSED SWALE PROPOSED FINISHED GRADE PROPOSED TOP OF CURB/GUTTER PROPOSED TOP OF WALL/ BOTTOM OF WAL PROPOSED TOP OF INLET EXISTING SPOT GRADE EXISTING TOP OF CURB/GUTTER PROPOSED DRAINAGE FLOW ARROW EXISTING DRAINAGE FLOW ARROW EXISTING PAVEMENT PROPOSED PAVEMENT PROPERTY BOUNDARY 500 500 FG 700.00 TC 700.50 G 700.00 TW 700.00 BW 699.00 TI 700.00 EX. 700.5± TC 700.5± G 700.0± EXISTING DRAINAGE AREA CALCULATIONS Q=CiA DRAINAGE AREA ID EX1 EX2 EX3 EX4 EX5 Tc (min.) 10 10 10 10 10 RUNOFF COEFFICIENT "C" 0.25 0.95 0.34 0.35 0.45 AREA (acres) 0.19 2.11 2.73 0.68 1.00 I5 (in./hr.) 5.74 6.01 6.01 5.74 6.01 Q5 (cfs) 0.279 12.041 5.570 1.368 2.693 I100 (in./hr.) 9.24 9.24 9.24 9.24 9.24 Q100 (cfs) 0.45 18.51 8.56 2.20 4.14 COMMENTS EX. CEMETERY ENTRANCE TO LONESOME DOVE ROAD EX. DEVELOPED FLOW TO LONESOME DOVE ROAD UNDEVELOPED TO LONESOME DOVE ROAD EX. PLAYGROUND TO LONESOME DOVE ROAD EX. RESIDENTIAL TO LONESOME DOVE ROADEX GASEX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTRFH GUY FH FH GUY UP UP UP UP UP UP UPUP UP UP UP UP UP UP UP UP SIGN "NO PARKING IN GRA S S " SIGN "NO PARKING IN G R A S S " LP TPED TPED TPEDTPED METAL POST METAL POST METAL POST EM EM EM UV CABLE5775775 7 7 576576 576 575 575572575571575575 575573574LOT 17, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 16, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 15, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 12, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 11, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 10, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 9, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 8, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 1-R-2R LONESOME DOVE BAPTIST CHURCH ADDITION DOC #. D220118183 P.R.T.C.T. ZONED: CS LAND USE: PUBLIC/SEMI-PUBLIC LOT 1-R-2R LONESOME DOVE BAPTIST CHURCH ADDITION DOC #. D220118183 P.R.T.C.T. ZONED: CS LAND USE: PUBLIC/SEMI-PUBLIC 5' RIGHT-OF-WAY DEDICATION VOL. 388-165, PG. 48 P.R.T.C.T. LOT 1-R-1R LONESOME DOVE BAPTIST CHURCH ADDITION DOC #. D220118183 P.R.T.C.T. 6.708ACRES 292,181 SQUARE FEET LONESOME DOVE ROAD(VARIABLE WIDTH R.O.W. ~ CAB. A, SLIDE 4813, P.R.T.C.T.)(ASPHALT PAVEMENT)SOUTHLAKE CITY LIMITSGRAPEVINE CITY LIMITSLOT 1, BLOCK 1 DOVE PARK ESTATES LEONARD LINCOLN SURVEY ABSTRACT NO. 981 ZONED: R-12.5 LAND USE: LOW DENSITY RESIDENTIAL HALL'S DRY STORAGE VOL. 11311, PG. 1283 ZONED: R-20 LAND USE: LOW DENSITY RESIDENTIAL LOT 10, BLOCK 1 DOVE PARK ESTATES LEONARD LINCOLN SURVEY ABSTRACT NO. 981 ZONED: R-12.5 LAND USE: LOW DENSITY RESIDENTIAL LOT 2, BLOCK A THE OAKS OF LONESOME DOVE CAB. A, SLIDE 5336 P.R.T.C.T. ZONED: R-20 LAND USE: LOW DENSITY RESIDENTIAL LOT 1R1, BLOCK A THE OAKS OF LONESOME DOVE CAB. A, SLIDE 5336 P.R.T.C.T. ZONED: R-20 LAND USE: LOW DENSITY RESIDENTIAL JACKSON COURT 50' R.O.W. (CONCRETE PAVEMENT) ALEXANDRIA COURT 50' R.O.W. (ASPHALT PAVEMENT) 2.11 ac. EX2 18.51 1.00 ac. EX5 4.14 2.73 ac. EX3 8.56 0.19 ac. EX1 0.45 0.68 ac. EX4 2.20 EXISTING DRAINAGE AREA CALCULATIONS Q=CiA DRAINAGE AREA ID EX1 EX2 EX3 EX4 EX5 Tc (min.) 10 10 10 10 10 RUNOFF COEFFICIENT "C" 0.25 0.95 0.34 0.35 0.45 AREA (acres) 0.19 2.11 2.73 0.68 1.00 I5 (in./hr.) 5.74 6.01 6.01 5.74 6.01 Q5 (cfs) 0.279 12.041 5.570 1.368 2.693 I100 (in./hr.) 9.24 9.24 9.24 9.24 9.24 Q100 (cfs) 0.45 18.51 8.56 2.20 4.14 COMMENTS EX. CEMETERY ENTRANCE TO LONESOME DOVE ROAD EX. DEVELOPED FLOW TO LONESOME DOVE ROAD UNDEVELOPED TO LONESOME DOVE ROAD EX. PLAYGROUND TO LONESOME DOVE ROAD EX. RESIDENTIAL TO LONESOME DOVE ROAD SITE BENCHMARKS BM NO. 1 The site benchmark is an "X" cut set in the west right of way of Lonesome Dove Avenue, being at the southwest corner of a concrete drainage structure, and being approximately 240 feet north from the intersection of Lonesome Dove Avenue and Alexandria Court. ELEVATION = 575.07' (NAVD '88) BM NO. 2 The site benchmark is an "X" cut set with box in the east right of way of Lonesome Dove Avenue, being approximately 30 feet south from a utility pole, and being approximately 335 feet south from the intersection of Lonesome Dove Avenue and Alexandria Court. ELEVATION = 576.19' (NAVD '88) 509 PECAN STREET, SUITE 100 FORT WORTH, TEXAS 76102 817-993-9844 SHEET:REV:DATE:DESCRIPTION:DOVE CHURCHLOT 1-R-1RCITY OF SOUTHLAKETARRANT COUNTY, TEXASKIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: ISSUE DATE: OWT21002 - E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C UME N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UNDE R THE S UP ER VI S IO N OF : P.E.# 91865 SHEA O. KIRKMAN DATE: 12/27/2021 C4.0 FILENAME: C6.0 EXISTING DRAINAGE AREA MAP_OWT21002.dwgPLOTTED BY: Sydney FosterFULL PATH: K:\Jobs\owt21002_dovechurch\Drawings\01_prelim Engr\03 - ProductionK:\Jobs\owt21002_dovechurch\Drawings\01_prelim Engr\03 - Production\C6.0 EXISTING DRAINAGE AREA MAP_OWT21002PLOTTED DATE: 12/27/2021EXISTING DRAINAGE AREA MAP NOTE TO CONTRACTOR THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES (WHETHER SHOWN ON PLANS OR NOT) PRIOR TO COMMENCING CONSTRUCTION. IF FIELD CONDITIONS DIFFER SIGNIFICANTLY FROM LOCATIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. GRAPHIC SCALE FEET08040 SCALE: 1" = 40' Know what's below. before you dig.Call R LEGEND 0.63 ac. EX3 5.57 0.63 ac. DA1 5.57 EXISTING DRAINAGE AREA LABEL EXISTING DRAINAGE AREA DIVIDE EXISTING DRAINAGE FLOW ARROW EXISTING CONTOUR EXISTING STORM PIPE PROPERTY BOUNDARY 500 BASIN NAME ACRES Q100 (cfs) NOTE: VALUES TO COMPUTE RAINFALL INTENSITIES WERE DERIVED FROM NCTCOG iSWM MANUAL FOR TARRANT COUNTY. DRAINAGE CRITERIA TAKEN FROM CITY OF FORT WORTH ENGINEERING DESIGN MANUAL. PROPOSED DRAINAGE AREA CALCULATIONS Q=CiA DRAINAGE AREA ID DA1 DA2 DA3 DA4 DA5 Tc (min.) 10 10 10 10 10 RUNOFF COEFFICIENT "C" 0.25 0.95 0.95 0.34 0.45 AREA (acres) 0.19 1.55 2.14 1.88 0.94 I5 (in./hr.) 5.74 5.74 5.74 5.74 5.74 Q5 (cfs) 0.27 8.46 11.67 3.66 2.44 I100 (in./hr.) 9.24 9.24 9.24 9.24 9.24 Q100 (cfs) 0.44 13.63 18.79 5.90 3.93 COMMENTS EX. CEMETARY ENTRANCE TO LONESOME DOVE ROAD EX. DEVELOPED FLOW TO LONESOME DOVE ROAD EX. & PROP. DEVELOPED FLOWS TO DETENTION UNDEVELOPED AREA/DETENTION POND EX. RESIDENTIAL TO LONESOME DOVE ROADXXX X X XEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX O H E EX OHEEX OHEXXXXXXXXXXXXXXXXXXXX X X X X XEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHE EX OHE EX OHE EX OHE EX OHEEX OHEEX OHEEX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTRFH WV WV WVFH WVFH WV WM WM UP UP UP UP UP UP UPUP UP UP UP UP UP UP UP UP FL 18" RCP=572.7'FL 18" RCP=572.7' FL 36" RCP=571.8' FL 36" RCP=571.9' FL 36" RCP=571.7' FL 36" RCP=571.6' FL 36" RCP=571.4' FL 36" RCP=571.4' FL 36" RCP=571.3' FL 36" RCP=571.3' FL 18" RCP=572.9'FL 18" RCP=572.9' FL 36" RCP=570.9'FL 36" RCP=570.9' FL 36" RCP=570.8' FL 36" RCP=570.8' FL 18" RCP=569.9' FL 18" RCP=569.8' TPED TPED TPEDTPED UV CABLE5775775 7 7 576576 576 575 575572575571575575 575573574LOT 17, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 16, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 15, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 12, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 11, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 10, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 9, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 8, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 1-R-2R LONESOME DOVE BAPTIST CHURCH ADDITION DOC #. D220118183 P.R.T.C.T. ZONED: CS LAND USE: PUBLIC/SEMI-PUBLIC 30' BUILDING LINE(CAB. A, SLIDE 4813, P.R.T.C.T.)LOT 1-R-2R LONESOME DOVE BAPTIST CHURCH ADDITION DOC #. D220118183 P.R.T.C.T. ZONED: CS LAND USE: PUBLIC/SEMI-PUBLIC 5' RIGHT-OF-WAY DEDICATION VOL. 388-165, PG. 48 P.R.T.C.T. LOT 1-R-1R LONESOME DOVE BAPTIST CHURCH ADDITION DOC #. D220118183 P.R.T.C.T. 6.708ACRES 292,181 SQUARE FEET LONESOME DOVE ROAD(VARIABLE WIDTH R.O.W. ~ CAB. A, SLIDE 4813, P.R.T.C.T.)(ASPHALT PAVEMENT)SOUTHLAKE CITY LIMITSGRAPEVINE CITY LIMITSLOT 1, BLOCK 1 DOVE PARK ESTATES LEONARD LINCOLN SURVEY ABSTRACT NO. 981 ZONED: R-12.5 LAND USE: LOW DENSITY RESIDENTIAL HALL'S DRY STORAGE VOL. 11311, PG. 1283 ZONED: R-20 LAND USE: LOW DENSITY RESIDENTIAL LOT 10, BLOCK 1 DOVE PARK ESTATES LEONARD LINCOLN SURVEY ABSTRACT NO. 981 ZONED: R-12.5 LAND USE: LOW DENSITY RESIDENTIAL LOT 2, BLOCK A THE OAKS OF LONESOME DOVE CAB. A, SLIDE 5336 P.R.T.C.T. ZONED: R-20 LAND USE: LOW DENSITY RESIDENTIAL LOT 1R1, BLOCK A THE OAKS OF LONESOME DOVE CAB. A, SLIDE 5336 P.R.T.C.T. ZONED: R-20 LAND USE: LOW DENSITY RESIDENTIAL JACKSON COURT 50' R.O.W. (CONCRETE PAVEMENT) ALEXANDRIA COURT 50' R.O.W. (ASPHALT PAVEMENT) 25' BUILDING LINE 25' BUILDING LINE25' BUILDING LINE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANENEW PROPOSED BUILDING 13,893 SF EXISTING BUILDING 1 EXISTING BUILDING 3 EXISTING BUILDING 2 FIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANEFIRELANE FIRELANE FIRELANE FIRELANE FIRELA N E SS SS FH 1.88 ac. DA4 5.90 2.14 ac. DA3 18.79 0.94 ac. DA5 3.93 1.55 ac. DA2 13.63 576577576575NOTE: VALUES TO COMPUTE RUNOFF VALUES (Q) WERE DERIVED FROM iSWM TECHNICAL MANUAL FOR TARRANT COUNTY. C4.1 FILENAME: C6.1 PROPOSED DRAINAGE AREA MAP_OWT21002.dwgPLOTTED BY: Sydney FosterFULL PATH: K:\Jobs\owt21002_dovechurch\Drawings\01_prelim Engr\03 - ProductionK:\Jobs\owt21002_dovechurch\Drawings\01_prelim Engr\03 - Production\C6.1 PROPOSED DRAINAGE AREA MAP_OWT21002PLOTTED DATE: 12/27/2021SITE BENCHMARKS BM NO. 1 The site benchmark is an "X" cut set in the west right of way of Lonesome Dove Avenue, being at the southwest corner of a concrete drainage structure, and being approximately 240 feet north from the intersection of Lonesome Dove Avenue and Alexandria Court. ELEVATION = 575.07' (NAVD '88) BM NO. 2 The site benchmark is an "X" cut set with box in the east right of way of Lonesome Dove Avenue, being approximately 30 feet south from a utility pole, and being approximately 335 feet south from the intersection of Lonesome Dove Avenue and Alexandria Court. ELEVATION = 576.19' (NAVD '88) 509 PECAN STREET, SUITE 100 FORT WORTH, TEXAS 76102 817-993-9844 SHEET:REV:DATE:DESCRIPTION:DOVE CHURCHLOT 1-R-1RCITY OF SOUTHLAKETARRANT COUNTY, TEXASKIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: ISSUE DATE: OWT21002 - E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C U M EN TS AR E F OR D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R U ND ER TH E S UP ER V ISI ON O F : P.E.# 91865 SHEA O. KIRKMAN DATE: 12/27/2021 PRELIMINARY DRAINAGE AREA MAP NOTE TO CONTRACTOR EXISTING PRIVATE AND PUBLIC STORM SEWER AND UTILITY INFRASTRUCTURE ARE SHOWN PER RECORD DRAWING PLANS. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES (WHETHER SHOWN ON PLANS OR NOT) PRIOR TO COMMENCING CONSTRUCTION. IF FIELD CONDITIONS DIFFER SIGNIFICANTLY FROM LOCATIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. GRAPHIC SCALE FEET08040 SCALE: 1" = 40' Know what's below. before you dig.Call R LEGEND 500 DA1 1.82 Ac. 14.52 PROPOSED DRAINAGE AREA LABEL PROPOSED DRAINAGE AREA DIVIDE EXISTING DRAINAGE FLOW ARROW PROPOSED DRAINAGE FLOW ARROW EXISTING CONTOUR PROPOSED CONTOUR EXISTING STORM PIPE PROPOSED STORM PIPE PROPERTY BOUNDARY BASIN NAME ACRES Q100 (cfs) 500 XX X X X XEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX O H E EX OHEEX OHEXXXXXXXXXXXXXXXXXXXX X X X X XEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHE EX OHE EX OHE EX OHE EX OHEEX OHEEX OHEEX GASEX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTRFH FH FH UP UP UP UP UP UP UPUP UP UP UP UP UP UP UP UP TPED TPED TPEDTPED SSSSSSSSSSSSSSSSSS SS WWWW W W W W W W W FH LOT 17, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 16, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 15, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 12, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 11, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 10, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 9, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 8, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 1-R-2R LONESOME DOVE BAPTIST CHURCH ADDITION DOC #. D220118183 P.R.T.C.T. ZONED: CS LAND USE: PUBLIC/SEMI-PUBLIC 30' BUILDING LINE(CAB. A, SLIDE 4813, P.R.T.C.T.)LOT 1-R-2R LONESOME DOVE BAPTIST CHURCH ADDITION DOC #. D220118183 P.R.T.C.T. ZONED: CS LAND USE: PUBLIC/SEMI-PUBLIC 5' RIGHT-OF-WAY DEDICATION VOL. 388-165, PG. 48 P.R.T.C.T. LOT 1-R-1R LONESOME DOVE BAPTIST CHURCH ADDITION DOC #. D220118183 P.R.T.C.T. 6.708ACRES 292,181 SQUARE FEET LONESOME DOVE ROAD(VARIABLE WIDTH R.O.W. ~ CAB. A, SLIDE 4813, P.R.T.C.T.)(ASPHALT PAVEMENT)SOUTHLAKE CITY LIMITSGRAPEVINE CITY LIMITSLOT 1, BLOCK 1 DOVE PARK ESTATES LEONARD LINCOLN SURVEY ABSTRACT NO. 981 ZONED: R-12.5 LAND USE: LOW DENSITY RESIDENTIAL HALL'S DRY STORAGE VOL. 11311, PG. 1283 ZONED: R-20 LAND USE: LOW DENSITY RESIDENTIAL LOT 10, BLOCK 1 DOVE PARK ESTATES LEONARD LINCOLN SURVEY ABSTRACT NO. 981 ZONED: R-12.5 LAND USE: LOW DENSITY RESIDENTIAL LOT 2, BLOCK A THE OAKS OF LONESOME DOVE CAB. A, SLIDE 5336 P.R.T.C.T. ZONED: R-20 LAND USE: LOW DENSITY RESIDENTIAL LOT 1R1, BLOCK A THE OAKS OF LONESOME DOVE CAB. A, SLIDE 5336 P.R.T.C.T. ZONED: R-20 LAND USE: LOW DENSITY RESIDENTIAL JACKSON COURT 50' R.O.W. (CONCRETE PAVEMENT) ALEXANDRIA COURT 50' R.O.W. (ASPHALT PAVEMENT) 25' BUILDING LINE 25' BUILDING LINE25' BUILDING LINE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANENEW PROPOSED BUILDING 13,893 SF EXISTING BUILDING 1 EXISTING BUILDING 3 EXISTING BUILDING 2 FIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANEFIRELANE FIRELANE FIRELANE FIRELANE FIRELA N E PROP . HEADWALL PROP . HEADWALL PROP . HEADWALL PROP. INLET 30" RCP30" RCP15" RCP 15" RCP 15" RCP15" RCPPROP. INLET PROP. INLET PROP. INLET PROP. INLET EX. 36" RCPEX. 18" RCP EX. 36" RCPEX. 36" RCPEX. 2-18" RCPSITE BENCHMARKS BM NO. 1 The site benchmark is an "X" cut set in the west right of way of Lonesome Dove Avenue, being at the southwest corner of a concrete drainage structure, and being approximately 240 feet north from the intersection of Lonesome Dove Avenue and Alexandria Court. ELEVATION = 575.07' (NAVD '88) BM NO. 2 The site benchmark is an "X" cut set with box in the east right of way of Lonesome Dove Avenue, being approximately 30 feet south from a utility pole, and being approximately 335 feet south from the intersection of Lonesome Dove Avenue and Alexandria Court. ELEVATION = 576.19' (NAVD '88) 509 PECAN STREET, SUITE 100 FORT WORTH, TEXAS 76102 817-993-9844 SHEET:REV:DATE:DESCRIPTION:DOVE CHURCHLOT 1-R-1RCITY OF SOUTHLAKETARRANT COUNTY, TEXASKIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: ISSUE DATE: OWT21002 - E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C U M EN TS AR E F OR D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R U ND ER TH E S UP ER V ISI ON O F : P.E.# 91865 SHEA O. KIRKMAN DATE: 12/27/2021 C5.0 FILENAME: C6.2 STORM PLANBOWT21002.dwgPLOTTED BY: Sydney FosterFULL PATH: K:?Jobs?owt21002Bdovechurch?Drawings?01Bprelim Engr?03 - ProductionK:?Jobs?owt21002Bdovechurch?Drawings?01Bprelim Engr?03 - Production?C6.2 STORM PLANBOWT21002PLOTTED DATE: 12/27/2021PRELIMINARY STORM PLAN GRAPHIC SCALE FEET08040 SCALE: 1" = 40' Know what's below. before you dig.Call R NOTE TO CONTRACTOR EXISTING PRIVATE AND PUBLIC STORM SEWER AND UTILITY INFRASTRUCTURE ARE SHOWN PER RECORD DRAWING PLANS. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES (WHETHER SHOWN ON PLANS OR NOT) PRIOR TO COMMENCING CONSTRUCTION. IF FIELD CONDITIONS DIFFER SIGNIFICANTLY FROM LOCATIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. LEGEND PROPOSED CURB INLET PROPOSED STORM DRAIN EXISTING STORM DRAIN PROPOSED GRATE INLET PROPOSED STORM JUNCTION BOX PROPERTY BOUNDRAY X X EX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX O H E EX OHE SS SEPTIC LID SS SEPTIC LIDXXSSSEPTIC LID SS RIM=576.9'XXXXXXXXXXX X X XEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHE EX OHE EX OHE EX OHEEX OHEEX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTRFH GUY WVWV WVFH WVFH WV WM WM GUY COCO COCO COCOCO COCO COCO UP UP UP UP UP UPUP UP UP UP UP UP UP UP ICV ICV ICV ICV ICV EM EM EM UV CABLE FHSSSSSSSSSS SSSSSSSSSSSSSS SS WWW W W W W W FHFIRELANEFIRELANE FIRELANE FIRELANE FIR EL A N E FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANE FIRELANEFIR E L A N EFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANE FIRELANE FIRELANE LOT 17, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 16, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 15, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 13, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 12, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 11, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 10, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 9, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 8, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL ZONED: CS LAND USE: PUBLIC/SEMI-PUBLIC 7.5' UTILITY EASEMENT VOL. 388-165, PAGE 48, P.R.T.C.T. 7.5' UTILITY EASEMENT VOL. 388-165, PAGE 48, P.R.T.C.T. 10'X30' GUY EASEMENT VOL. 388-165, PAGE 48, P.R.T.C.T. 7.5' UTILITY EASEMENT VOL. 388-165, PAGE 48, P.R.T.C.T. 5' UTILITY EASEMENT CAB. A, SLIDE 4813 P.R.T.C.T. 15' DRAINAGE EASEMENT VOL. 11784, PG. 452, D.R.T.C.T. 15' DRAINAGE EASEMENT VOL. 11784, PG. 452, D.R.T.C.T. 15' DRAINAGE EASEMENT VOL. 11784, PG. 452, D.R.T.C.T. DOC #. D220118183 P.R.T.C.T. ZONED: CS LAND USE: PUBLIC/SEMI-PUBLIC 5' RIGHT-OF-WAY DEDICATION VOL. 388-165, PG. 48 P.R.T.C.T. LOT 1-R-1R LONESOME DOVE BAPTIST CHURCH ADDITION DOC #. D220118183 P.R.T.C.T. 6.708ACRES 292,181 SQUARE FEET SOUTHLAKE CITY LIMITSGRAPEVINE CITY LIMITSLOT 1, BLOCK 1 DOVE PARK ESTATES LEONARD LINCOLN SURVEY ABSTRACT NO. 981 ZONED: R-12.5 LAND USE: LOW DENSITY RESIDENTIAL HALL'S DRY STORAGE VOL. 11311, PG. 1283 ZONED: R-20 LAND USE: LOW DENSITY RESIDENTIAL LOT 9, BLOCK 1 DOVE PARK ESTATES LEONARD LINCOLN SURVEY ABSTRACT NO. 981 ZONED: R-20 LAND USE: LOW DENSITY RESIDENTIAL LOT 2, BLOCK 1 DOVE PARK ESTATES LEONARD LINCOLN SURVEY ABSTRACT NO. 981 ZONED: R-12.5 LAND USE: LOW DENSITY RESIDENTIAL LOT 10, BLOCK 1 DOVE PARK ESTATES LEONARD LINCOLN SURVEY ABSTRACT NO. 981 ZONED: R-12.5 LAND USE: LOW DENSITY RESIDENTIAL LOT 9, BLOCK 1 DOVE PARK ESTATES LEONARD LINCOLN SURVEY ABSTRACT NO. 981 ZONED: R-12.5 LAND USE: LOW DENSITY RESIDENTIAL LOT 2, BLOCK A THE OAKS OF LONESOME DOVE CAB. A, SLIDE 5336 P.R.T.C.T. ZONED: R-20 LAND USE: LOW DENSITY RESIDENTIAL LOT 1R1, BLOCK A THE OAKS OF LONESOME DOVE CAB. A, SLIDE 5336 P.R.T.C.T. ZONED: R-20 LAND USE: LOW DENSITY RESIDENTIAL LOT 2R, BLOCK A THE OAKS OF LONESOME DOVE CAB. A, SLIDE 5336 P.R.T.C.T. ZONED: R-20 LAND USE: LOW DENSITY RESIDENTIAL LOT 9, BLOCK A THE OAKS OF LONESOME DOVE CAB. A, SLIDE 5336 P.R.T.C.T. ZONED: R-20 LAND USE: LOW DENSITY RESIDENTIAL PROP. 8" WATERPROP. 8" WATERCONNECT TO EX. WATER LINE CONNECT TO EX. 8" WATER LINE CONNECT TO EX. SSWR MANHOLE RELOCATE EX. FIRE HYDRANT PROP. SSWR MANHOLE &SERVICE PROP. SSWR MANHOLE PROP. PUBLIC 8" SSWR LINEPROP. PRIVATE 6"SWR SE RVICE PROP. DOM. WATER METER PROP. 2" DOM. LINE PROP. 6" FIRE LINE PROP. 8" GATE VALVE & DOUBLE CHECK VALVE EX. 8" WATER LINEEX. 8" WATER LINEEXISTING BUILDING EXISTING BUILDING EXISTING BUILDING PROPOSED BUILDING EX. FIRE HYDRANT EX. FIRE HYDRANT EMERALD CIRCLE LONESOME DOVE ROADJACKSON COURT ALEXANDRIA COURT PROP. SSCO RISER ROOM 6.5'10.0'PROP. 8" WATER PROP. FDC PROP. FIRE HYDRANT SITE BENCHMARKS BM NO. 1 The site benchmark is an "X" cut set in the west right of way of Lonesome Dove Avenue, being at the southwest corner of a concrete drainage structure, and being approximately 240 feet north from the intersection of Lonesome Dove Avenue and Alexandria Court. ELEVATION = 575.07' (NAVD '88) BM NO. 2 The site benchmark is an "X" cut set with box in the east right of way of Lonesome Dove Avenue, being approximately 30 feet south from a utility pole, and being approximately 335 feet south from the intersection of Lonesome Dove Avenue and Alexandria Court. ELEVATION = 576.19' (NAVD '88) 509 PECAN STREET, SUITE 100 FORT WORTH, TEXAS 76102 817-993-9844 SHEET:REV:DATE:DESCRIPTION:DOVE CHURCHLOT 1-R-1RCITY OF SOUTHLAKETARRANT COUNTY, TEXASKIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: ISSUE DATE: OWT21002 - E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C U M EN TS AR E F OR D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R U ND ER TH E S UP ER V ISI ON O F : P.E.# 91865 SHEA O. KIRKMAN DATE: 12/27/2021 C6.0 FILENAME: C7.0 UTILITY PLAN_OWT21002.dwgPLOTTED BY: Sachi BurlingameFULL PATH: K:\Jobs\owt21002_dovechurch\Drawings\01_prelim Engr\03 - ProductionK:\Jobs\owt21002_dovechurch\Drawings\01_prelim Engr\03 - Production\C7.0 UTILITY PLAN_OWT21002PLOTTED DATE: 12/27/2021PRELIMINARY UTILITY PLAN GRAPHIC SCALE FEET010050 SCALE: 1" = 50' Know what's below. before you dig.Call R LEGEND W W SS FH SS EX SS EX WTR SS EX OHE EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING WATER PROPOSED WATER EXISTING SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER CLEANOUT EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING OVERHEAD ELECTRIC PROPERTY BOUNDARY LOT 17, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 16, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 15, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 12, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 11, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 10, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 9, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 8, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. ZONED: SF1-A LAND USE: LOW DENSITY RESIDENTIAL LOT 1-R-2R LONESOME DOVE BAPTIST CHURCH ADDITION DOC #. D220118183 P.R.T.C.T. ZONED: CS LAND USE: PUBLIC/SEMI-PUBLIC 7.5' UTILITY EASEMENT VOL. 388-165, PAGE 48, P.R.T.C.T. 7.5' UTILITY EASEMENT VOL. 388-165, PAGE 48, P.R.T.C.T. 10'X30' GUY EASEMENT VOL. 388-165, PAGE 48, P.R.T.C.T. 7.5' UTILITY EASEMENT VOL. 388-165, PAGE 48, P.R.T.C.T. 5' UTILITY EASEMENT CAB. A, SLIDE 4813 P.R.T.C.T. 15' DRAINAGE EASEMENT VOL. 11784, PG. 452, D.R.T.C.T. 15' DRAINAGE EASEMENT VOL. 11784, PG. 452, D.R.T.C.T. 15' DRAINAGE EASEMENT VOL. 11784, PG. 452, D.R.T.C.T.30' BUILDING LINE(CAB. A, SLIDE 4813, P.R.T.C.T.)LOT 1-R-2R LONESOME DOVE BAPTIST CHURCH ADDITION DOC #. D220118183 P.R.T.C.T. ZONED: CS LAND USE: PUBLIC/SEMI-PUBLIC 5' RIGHT-OF-WAY DEDICATION VOL. 388-165, PG. 48 P.R.T.C.T. LOT 1-R-1R LONESOME DOVE BAPTIST CHURCH ADDITION DOC #. D220118183 P.R.T.C.T. 6.708ACRES 292,181 SQUARE FEET LONESOME DOVE ROAD(VARIABLE WIDTH R.O.W. ~ CAB. A, SLIDE 4813, P.R.T.C.T.)(ASPHALT PAVEMENT)N84°42'49"E 101.01' N5°17'11"W 23.33' N84°42'49"E 60.00'N3°42'28"W75.54'S9°51'16"E69.27'N80°08'44"E 168.03'S0°07'51"E654.29'S89°38'20"W 459.39'N0°04'17"E575.03'N86°17'32"E 126.74'SOUTHLAKE CITY LIMITSGRAPEVINE CITY LIMITSLOT 1, BLOCK 1 DOVE PARK ESTATES LEONARD LINCOLN SURVEY ABSTRACT NO. 981 ZONED: R-12.5 LAND USE: LOW DENSITY RESIDENTIAL HALL'S DRY STORAGE VOL. 11311, PG. 1283 ZONED: R-20 LAND USE: LOW DENSITY RESIDENTIAL LOT 10, BLOCK 1 DOVE PARK ESTATES LEONARD LINCOLN SURVEY ABSTRACT NO. 981 ZONED: R-12.5 LAND USE: LOW DENSITY RESIDENTIAL LOT 2, BLOCK A THE OAKS OF LONESOME DOVE CAB. A, SLIDE 5336 P.R.T.C.T. ZONED: R-20 LAND USE: LOW DENSITY RESIDENTIAL LOT 1R1, BLOCK A THE OAKS OF LONESOME DOVE CAB. A, SLIDE 5336 P.R.T.C.T. ZONED: R-20 LAND USE: LOW DENSITY RESIDENTIAL JACKSON COURT 50' R.O.W. (CONCRETE PAVEMENT) ALEXANDRIA COURT 50' R.O.W. (ASPHALT PAVEMENT) 25' BUILDING LINE 25' BUILDING LINE25' BUILDING LINEXX X X X XEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX O H E EX OHEEX OHE SS SEPTIC LID SS SEPTIC LIDXXXXSSSEPTIC LIDXXXX XXXXXXXXXXXX X X X X XEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHE EX OHE EX OHE EX OHE EX OHEEX OHEEX OHEEX GASEX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTRFH GUY WV WV WVFH WVFH WV WM WM GUY #4328 #4330 #4333#4332 #4331 #4617 #4618 #4619#4620 #4621 #4622 #4623 #4624 #4625 #4651 #4626 #4633 #4627 #4634 #4577 #4578 #4584#4585 #4587 #4586 #4590 #4591 #4589 #4588 #4580 #4579 #4583 #4582 #4581 #4592 #4593 #4594 #4595 #4596 #4597 #4598#4599 #4601 #4602#4603 #4610#4609 #4604 #4608 #4605 #4607 #4606 #4600 #4573 #4575 #4574 #4576 #4632 #4631 #4628 #4629 #4630 #4635#4636 #4637 #4638 #4639 #4640 #4641 #4642 #4643 #4644 #4645#4646 #4647 #4648 #4649 #4650 #4654 #4652 #4653 #4655 #4656 #4658#4659 #4657 #4660 #4661 #4662#4663 #4664 #4666#4665#4667 #4668 #4669 #4670 #4682 #4681#4680 #4679#4678 #4677 #4676 #4674 #4672#4673 #4615#4616 #4614 #4613#4612 #4611 14" HACKBERRY13" OAK 15" OAK 13" OAK 15" OAK10" ELM 24" OAK 7" HACKBERRY 18" OAK COCO COCO COCOCO COCO COCO UP UP UP UP UP UP UPUP UP UP UP UP UP UP UP UP TPED TPED TPEDTPED EM EM EM UV CABLE5775775 7 7 576576 576 575 575572575571575575 575573574FIRELANEFIRELANEFIRELANE FIRELANE FIRELANE FIRELANE FIRELANEFIRE L A N E FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANE FIRE L A N E FIRELANEFIRELAN E NEW PROPOSED BUILDING 13,893 SF EXISTING BUILDING 1 EXISTING BUILDING 3 EXISTING BUILDING 2 FIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANEFIRELANE FIRELANE FIRELANE FIRELANE FIREL A N E C7.0 FILENAME: C3.0 TREE PLAN.dwgPLOTTED BY: Sydney FosterFULL PATH: K:\Jobs\owt21002_dovechurch\Drawings\01_prelim Engr\03 - ProductionK:\Jobs\owt21002_dovechurch\Drawings\01_prelim Engr\03 - Production\C3.0 TREE PLANPLOTTED DATE: 12/27/2021SITE BENCHMARKS BM NO. 1 The site benchmark is an "X" cut set in the west right of way of Lonesome Dove Avenue, being at the southwest corner of a concrete drainage structure, and being approximately 240 feet north from the intersection of Lonesome Dove Avenue and Alexandria Court. ELEVATION = 575.07' (NAVD '88) BM NO. 2 The site benchmark is an "X" cut set with box in the east right of way of Lonesome Dove Avenue, being approximately 30 feet south from a utility pole, and being approximately 335 feet south from the intersection of Lonesome Dove Avenue and Alexandria Court. ELEVATION = 576.19' (NAVD '88) 509 PECAN STREET, SUITE 100 FORT WORTH, TEXAS 76102 817-993-9844 SHEET:REV:DATE:DESCRIPTION:DOVE CHURCHLOT 1-R-1RCITY OF SOUTHLAKETARRANT COUNTY, TEXASKIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: ISSUE DATE: OWT21002 - E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C U M EN TS AR E F OR D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R U ND ER TH E S UP ER V ISI ON O F : P.E.# 91865 SHEA O. KIRKMAN DATE: 12/27/2021 PRELIMINARY TREE PLAN GRAPHIC SCALE FEET08040 SCALE: 1" = 40' Know what's below. before you dig.Call R LEGEND PROTECTED TREE TO REMAIN PROTECTED TREE TO BE REMOVED EXISTING TREE COVER CALCULATIONS PERCENTAGE OF EXISTING TREE COVER ON THE ENTIRE SITE 6.10% MINIMUM PERCENTAGE OF EXISTING TREE COVER TO BE PRESERVED 70% PERCENTAGE OF EXISTING TREE COVER TO BE REMOVED 23.34% PERCENTAGE OF EXISTING TREE COVER TO BE PRESERVED 76.66% XXX X X X XXEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHE EX O H E EX O H E EX OHE EX OHEEX OHEEX OHE SS SEPTIC LID SS SEPTIC LIDXXXXXXXXSSSEPTIC LIDXXXXX XXXXXXXXXXXXXXXXXX X X X X X X XEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHE EX OHE EX OHE EX OHE EX OHE EX OHE EX OHEEX OHEEX OHEEX GASEX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTRFH GUY WV WV WVFH WV FH WV WM WM GUY CO CO COCO COCO CO COCO COCO UP UP UP UP UP UP UPUP UP UP UP UP UP UP UP UP ICV ICV ICV ICV ICV SD MB BENCH BE N C H MEMORIAL MONUMENT BENCH FLAG STONE FLAG STONE HEAD STONE HEAD STONE HEAD STONE HEAD STONEHEAD STONE FL 18" RCP=572.7'FL 18" RCP=572.7' FL 36" RCP=571.8' FL 36" RCP=571.9' FL 36" RCP=571.7' FL 36" RCP=571.6' FL 36" RCP=571.4' FL 36" RCP=571.4' FL 36" RCP=571.3' FL 36" RCP=571.3'FL 8" PVC=574.4' FL 18" RCP=572.9'FL 18" RCP=572.9' FL 8" PVC=574.2' FL 36" RCP=570.9' FL 36" RCP=570.9' FL 36" RCP=570.8' FL 36" RCP=570.8' FL 18" RCP=569.9' FL 18" RCP=569.8' TPED TPED TPED TPED EM EM EM UV CABLE5775775 7 7 576576 576 575 575572575571575575 575573574LOT 12, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. LOT 11, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. LOT 10, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. LOT 9, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. LOT 8, BLOCK 1 EMERALD ESTATES VOLUME 388-165, PAGE 48 P.R.T.C.T. LOT 1-R-2R LONESOME DOVE BAPTIST CHURCH ADDITION DOC #. D220118183 P.R.T.C.T. 7.5' UTILITY EASEMENT VOL. 388-165, PAGE 48, P.R.T.C.T. 10'X30' GUY EASEMENT VOL. 388-165, PAGE 48, P.R.T.C.T.5' UTILITY EASEMENT CAB. A, SLIDE 4813 P.R.T.C.T. 15' DRAINAGE EASEMENT VOL. 11784, PG. 452, D.R.T.C.T. 15' DRAINAGE EASEMENT VOL. 11784, PG. 452, D.R.T.C.T.30' BUILDING LINE(CAB. A, SLIDE 4813, P.R.T.C.T.)LOT 1-R-2R LONESOME DOVE BAPTIST CHURCH ADDITION DOC #. D220118183 P.R.T.C.T. LOT 1-R-1R LONESOME DOVE BAPTIST CHURCH ADDITION DOC #. D220118183 P.R.T.C.T. 6.708ACRES 292,181 SQUARE FEET LONESOME DOVEAVENUE(VARIABLE WIDTH R.O.W. ~ CAB. A, SLIDE4813, P.R.T.C.T.)(ASPHALT PAVEMENT)N84°42'49"E 101.01' N5°17'11"W 23.33' N84°42'49"E 60.00'N3°42'28"W75.54'S9°51'16"E69.27'N80°08'44"E 168.03'S0°07'51"E654.29'S89°38'20"W 459.39'N0°04'17"E575.03'N86°17'32"E 126.74' NEW PROPOSED BUILDING 12,425 SF EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING SS SS 3 5 2 18 17 13 26 6 11 3 10 7 35 PROP. DUMPSTER W/ 8' MASONRY SCREENING WALL PROP. CURB INLET PROP. CURB INLET PROP. GRATE INLET 257.4'122.6' 209.9' PROP. CURB INLET 115.2'92.1' R 4 0 'R 3 0 'R 30'R30'R 3 0 'R30'R30'R36'R3'R 3 0'R 7'R7'R10'R1 0 '18.0'18.0'24.0'18.0' 24.0' R 3 0 '18.0'32.0'2 4 . 0 '24.0'36.0' 17.4'24.3'18.1'18.0'24.0'18.0' 6.2' 32.5'24.0'18.0'9.0'9.0'11.0'9.0'9.0'17.4'PROP. DETENTION POND EX. CONC. PAVEMENT EX. CONC.PAVEMENT60.0'48.8'9.0'9.0'76.3'46.2'40.0'90.1'138.1'43.9' EX. FIRE HYDRANT PROP. WYE INLET PROP. WYE INLET Know what's below. before you dig.Call R CITY OF SOUTHLAKE LANDSCAPE REQUIREMENTS IRRIGATION NOTE LANDSCAPE KEY GROUNDCOVER, SEASONAL COLOR, SOD, MISC. SHRUBS TREES 12/27/21HIOSTEMCCTTESAAETST AIREG 12 O F 9 7 ET XR LDRE CAANDS EP A NNOL D S.Y 0 GRAPHIC SCALE (IN FEET) 1 INCH = FEET40 804040 LANDSCAPE PLAN L1.00 509 PECAN STREET, SUITE 100 FORT WORTH, TEXAS 76102 817-993-9844 SHEET:REV:DATE:DESCRIPTION:DOVE CHURCHLOT 1-R-1RCITY OF SOUTHLAKETARRANT COUNTY, TEXASKIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: ISSUE DATE: OWT21002 12/27/21 E N G I N E E R I N G LANDSCAPE PLAN CITY PROJECT NO. ZA21-0093 DOVE CHURCH 6.708 ACRES LOT 1-R-1R, BLOCK 1 LONESOME DOVE BAPTIST CHURCH ADDITION CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS PREPARATION DATE: 12/27/21 OWNER/APPLICANT LONESOME DOVE BAPTIST CHURCH 2380 LONESOME DOVE AVENUE SOUTHLAKE, TEXAS 76092 PH: 817-488-9568 CONTACT: JASON STOVER LANDSCAPE ARCHITECT LONDON LANDSCAPES P.O.BOX 28 COLLINSVILLE, TEXAS 76233 PH: 972-800-0676 CONTACT: AMY LONDON ENGINEER KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 PH: 817-488-4960 CONTACT: SACHI BURLINGAME, PE SURVEYOR BARTON CHAPA SURVEYING 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 PH: 817-864-1957 CONTACT: JACK BARTON, RPLS PRELIMINARY10' LANDSCAPE BUFFER 10' LANDSCAPE BUFFER SHRUB PLANTINGB N.T.S. TREE PLANTINGA 3" ORGANIC MULCH LAYER PLANTING PIT: EXCAVATE 6" LARGER (MIN.) THAN WIDTH OF ROOTBALL, W/ PIT DEPTH AS NEEDED TO SET ROOTBALL @ PROPOSED FINISHED GRADE. PLACE ROOTBALL ON SOLID SOIL AND NOT LOOSE BACKFILL. SCARIFY SIDES OF PIT. PROVIDE CONTINUOUS PIT FOR MASSED BED PLANTINGS. ROOT BALL: REMOVE FROM CONTAINER. GENTLY SCARIFY GIRDERED ROOTS AS NEEDED. REMOVE ALL TAGS & TWINE. PIT BACKFILL W/ PREPARED SOIL BED MIX PER SPECIFICATIONS. PROVIDE CONTINUOUS SOIL BED MIX IN MASS PLANTINGS. 1 1 2 2 3 4 3 5 6 4 3 1 3" ORGANIC MULCH, KEEP ROOT FLARE EXPOSED 4" EARTH SAUCER RUBBER CHAFING GUARD 7 5 6 8 2 8 7 9 9 UNDISTURBED EARTH PIT BACKFILL SOIL PER SPECIFICATIONS PLAN SECTION 2 5 3" HIGH EARTH SAUCER 1 2 4 3 6 UNDISTURBED EARTH 5 3 6 4 PLANTING PIT EXCAVATED 12" LARGER (MIN.) THAN WIDTH OF ROOTBALL. PIT DEPTH AS NEEDED TO SET ROOTBALL COLLAR AT PROPOSED FINISHED GRADE. PLACE ROOTBALL ON SOLID SOIL AND NOT LOOSE BACKFILL. 2"x2"x8' STEEL FENCE "T" POST, 3 PER TREE, SPACED EQUALLY, MATERIAL PER NOTES GALVANIZED GUY WIRE, ADD TURNBUCKLES IF NECESSARY TO STABILIZE TREE ROOT BALL: REMOVE BURLAP, BURLAP TIES, AND WIRE BASKET FROM TOP 1/3 OF ROOTBALL. REMOVE ALL NYLON STRINGS, PLASTIC LINERS, AND OTHER SYNTHETIC MATERIALS FROM THE ENTIRE ROOTBALL. (AS NECESSARY) SECTION PLAN 1 4 EXISTING SUBGRADE 3 2 1 3 4 GROUNDCOVER 3" ORGANIC MULCH 2 1 BED SOIL N.T.S. GROUNDCOVER PLANTINGC STEEL EDGING N.T.S.D 1 1 2 STEEL EDGING 4 NATIVE SOIL 3 2 3/4" MAX. 4 3 DIFFERENT SURFACE TREATMENTS BED SOIL. 6" MINIMUM DEPTH. 1 2. 1. 3. 7. 8. 13. 10. 11. 14. 12. 9. 6. 5. 4. 16. 17. 19. 18. 15. CONTRACTOR SHALL STAKE OUT TREE LOCATIONS AND BED CONFIGURATION FOR APPROVAL BY OWNER PRIOR TO INSTALLATION. COMMERCIAL SOIL MIX: ALL PLANTING BEDS SHALL BE EXCAVATED TO SIX (6") INCHES BELOW FINISHED GRADE BY LANDSCAPE CONTRACTOR, AND ALL DEBRIS, STONE, RUBBISH, WEEDS, AND TOPSOIL SHALL BE REMOVED FROM THE SITE. THE SUBGRADE SHALL THEN BE TILLED TO A DEPTH OF SIX (6") INCHES AND THE PLANTING BED SHALL BE BACKFILLED WITH SOIL COMPOST MIX AS AVAILABLE FROM LIVING EARTH RESOURCES, INC., DALLAS, TEXAS, OR APPROVED EQUAL. UPON REPLACEMENT OF TOPSOIL WITH MIX AND AFTER WATERING IN, THE BED SHOULD BE AT THE SPECIFIED LEVEL. EXISTING SOIL SHALL BE REASONABLY FREE OF STONES, LUMPS OF CLAY, ROOTS AND OTHER FOREIGN MATTER. ACIDITY TO BE BETWEEN 5.0 AND 7.0 PH. TREE PLANTING PITS SHALL BE BACKFILLED WITH TOP SOIL, AND CLEARED OF ALL ROCKS, LUMPS OF CLAY AND OTHER FOREIGN MATERIAL. PLACE 1" OF COMPOST AND 3" OF MULCH ON TOP OF ROOT BALL. LAWN AREAS SHALL HAVE 6" MINIMUM FRIABLE TOPSOIL AND BE TREATED WITH FERTILIZER APPLIED AT A RATE OF 20 POUNDS PER 1,000 SQUARE FEET. METHODS OF TREE STAKING INDICATED ON THE DRAWINGS ARE FOR SUGGESTION ONLY. THE LANDSCAPE CONTRACTOR SHALL USE WHATEVER METHOD HE/SHE DEEMS FIT, HOWEVER, HE/SHE WILL BE HELD LIABLE FOR ANY DAMAGE CAUSED TO TREES DUE TO IMPROPER STAKING METHODS (INCLUDING ABSENCE OF STAKING), AND WILL BE RESPONSIBLE FOR ADJUSTING AND/ OR REPLANTING TREES WHICH ARE NOT HELD UPRIGHT DURING THE WARRANTY PERIOD. PROVIDE BEVELED EDGE BETWEEN ALL PLANT BEDS AND LAWN AREAS UNLESS INDICATED DIFFERENTLY ON PLANS. TREES SHALL BE PLANTED AT LEAST 3 FEET FROM ANY UTILITY LINE, CURB, WALK OR FIRE HYDRANT, AND OUTSIDE ALL UTILITY EASEMENTS. TREES OVERHANGING PUBLIC STREET PAVEMENT, DRIVE AISLES AND FIRE LANES SHALL HAVE A MINIMUM CLEAR TRUNK HEIGHT OF 14 FEET FROM FINISH SURFACE OF STREET PAVEMENT. A VISIBILITY TRIANGLE MUST BE PROVIDED AT ALL INTERSECTIONS. ALL LANDSCAPING WITHIN VISIBILITY TRIANGLES AND PARKING LOT ISLANDS, MUST BE MAINTAINED SO THAT LOWER TREE LIMBS ARE A MINIMUM OF 7' FROM THE GROUND AND THAT SHRUBS AND GROUND COVER ARE A MAXIMUM OF 24" HIGH. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION FROM THE PROJECT LANDSCAPE ARCHITECT OR THE OWNER. LOCATE ALL UTILITIES PRIOR TO DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE INCURRED BY HIS/HER WORK. IN THE EVENT OF A DISCREPANCY BETWEEN DRAWINGS AND PLANT SCHEDULE, THE DRAWINGS SHALL PREVAIL. IF ROCKS ARE ENCOUNTERED, REMOVE TO A DEPTH OF 6" AND ADD 6" OF FRIABLE FERTILE TOPSOIL TO ALL SODDED AREAS. GRADE ACCORDING TO ENGINEER'S GRADING PLAN. TREES OVERHANGING WALKS AND PARKING AREAS SHALL HAVE A CLEAR TRUNK HEIGHT OF 7 FEET FROM FINISH SURFACE GRADE. TREES PLANTED ON SLOPES SHALL BE PLACED IN PLANTING PITS OF ADEQUATE DEPTH SUCH THAT THE SOIL STAIN AT THE BASE OF THE TRUNK MATCHES THAT OF THE AVERAGE GRADE OR SLOPE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE OWNER'S REPRESENTATIVE OF ANY CONDITION FOUND ON SITE WHICH PROHIBITS INSTALLATION AS SHOWN ON THESE PLANS. ALL PLANT BEDS SHALL BE TOP DRESSED WITH A MINIMUM 2" OF SHREDDED HARDWOOD MULCH. PLANT MATERIAL SHALL COMPLY WITH ALL SIZING AND GRADING STANDARDS OF THE LATEST EDITION OF 'AMERICAN STANDARD FOR NURSERY STOCK.' 21. 22. 20. 23. 24. 25. DURING THE WARRANTY PERIOD THE OWNER, TENANT, AND/OR THEIR AGENT (IF ANY) SHALL BE JOINTLY RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THE WORK SHALL INCLUDE - BUT NOT BE LIMITED TO - MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING AND OTHER SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. PLANT MATERIAL THAT IS DAMAGED, DESTROYED, REMOVED, OR SHOWING MORE THAN 40% DEFOLIATION, SHALL BE REPLACED WITH PLANT MATERIAL OF SIMILAR SIZE AND VARIETY WITHIN THIRTY (30) DAYS. CONTRACTOR SHALL WARRANTY PLANT MATERIAL TO REMAIN ALIVE AND HEALTHY FOR A PERIOD OF ONE YEAR AFTER THE FINAL ACCEPTANCE. WARRANTY SHALL NOT INCLUDE DAMAGE FOR LOSS OF PLANT MATERIAL DUE TO NATURAL CAUSES, ACTS OF VANDALISM OR NEGLIGENCE ON THE PART OF THE OWNER. ALL SIGNAGE AND FENCING SHALL BE CONTINGENT UPON BUILDING INSPECTION DEPARTMENT APPROVAL. AN AUTOMATIC IRRIGATION SYSTEM SHALL BE PROVIDED TO MAINTAIN ALL LANDSCAPE AREAS. OVERSPRAY ON STREETS AND WALKS IS PROHIBITED. A PERMIT FROM THE BUILDING INSPECTION DEPARTMENT IS REQUIRED FOR EACH IRRIGATION SYSTEM. NO SHRUBS SHALL BE PERMITTED WITHIN AREAS LESS THAN THREE (3) FEET IN WIDTH. ALL SUCH AREAS SHALL BE GRASS OR OTHER PERMANENT FIXED MATERIAL SUCH AS PAVING. LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, LITTER AND WEEDS. LANDSCAPE NOTES P.O. BOX 28 COLLINSVILLE, TEXAS 76233 PHONE: 972-800-0676 AMY_LONDON@LONDON-LANDSCAPES.NET 11/9/21HIOSTEMCCTTESAAETST AIREG 12 O F 9 7 ET XR LDRE CAANDS EP A NNOL D S.Y LANDSCAPE DETAILS L1.01L1.00 509 PECAN STREET, SUITE 100 FORT WORTH, TEXAS 76102 817-993-9844 SHEET:REV:DATE:DESCRIPTION:DOVE CHURCHLOT 1-R-1RCITY OF SOUTHLAKETARRANT COUNTY, TEXASKIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: ISSUE DATE: OWT21002 11/9/21 E N G I N E E R I N GSITE PLAN CITY PROJECT NO. SPXX-XXXX DOVE CHURCH 6.708 ACRES LOT 1-R-1R, BLOCK 1 LONESOME DOVE BAPTIST CHURCH ADDITION CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS PREPARATION DATE: - OWNER/APPLICANT LONESOME DOVE BAPTIST CHURCH 2380 LONESOME DOVE AVENUE SOUTHLAKE, TEXAS 76092 PH: 817-488-9568 CONTACT: JASON STOVER LANDSCAPE ARCHITECT LONDON LANDSCAPES P.O.BOX 28 COLLINSVILLE, TEXAS 76233 PH: 972-800-0676 CONTACT: AMY LONDON ENGINEER KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 PH: 817-488-4960 CONTACT: SACHI BURLINGAME, PE SURVEYOR BARTON CHAPA SURVEYING 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 PH: 817-864-1957 CONTACT: JACK BARTON, RPLS EXTERIOR FINISH NOTES COMMENTS 1. IF FIBER CEMENT PANELS ARE 12'-0" OR LESS, INSTALL AS FULL 12'-0" PLANK. GENERAL NOTES 1. FINISH TAGS MAY BE FOUND ON WALL TYPES AND EXTERIOR ELEVATIONS. 2. ALL FINISH MATERIALS TO MEET OR EXCEED THE REQUIREMENTS OF A CLASS B FINISH. SEE SPECIFICATIONS FOR FURTHER INFORMATION. 3. CONTRACTOR SHALL PROVIDE MOCKUPS OF ALL PAINT COLORS IN THE LIGHTING ENVIRONMENT SPECIFIED FOR DESIGNER APPROVAL PRIOR TO PROCEEDING. 4. REF. SPECIFICATIONS FOR ADDITIONAL INFORMATION PERTAINING TO FINISH LEGEND AND APPROVED EQUALS. 5. ALL EXPOSED EXTERIOR STEEL TO RECEIVE HIGH PERFORMANCE COATING.100B100AW05W05 W01 W04 PREFINISHED METAL FASCIA STONE MASONRY PREFINISHED STANDING SEAM ROOF ASSEMBLY PREFINISHED METAL COPING FLASHING PREFINISHED METAL COPING FLASHING PORTLAND CEMENT PLASTER ON METAL LATH EXISTING BUILDING 1" E.J. AND COVER FACE BRICK (BRK1) PREFINISHED METAL DOWNSPOUT STONE MASONRY PORTLAND CEMENT PLASTER ON METAL LATH BRICK SOLDIER COURSE PORTLAND CEMENT PLASTER ON METAL LATH FACE BRICK (BRK1) CAST STONE CAP PREFINISHED METAL COPING FLASHING FIBER CEMENT PANEL FIBER CEMENT PANEL PREFINISHED METAL DOWNSPOUT WDW HEAD 112' - 0" FIN. FLOOR 99' - 9" T.O. STONE 113' - 4" 3/4" 12" T.O. STONE 126' - 0"T.O. WALL 124' - 4" PORTLAND CEMENT PLASTER ON MTL LATH PREFINISHED METAL DOWNSPOUT CAST STONE CAP T.O. WALL 120' - 11 1/2" T.O. WALL 121' - 6" TAPERED HSS TUBE STEEL BEAM; REF. STRUCTURAL PRE-FINISHED METAL FASCIA PORTLAND CEMENT PLASTER ON METAL LATH T.O. STONE 112' - 0"119ACJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ T.O. WALL 122' - 0" CJ 4'-6 1/4"4'-4"4'-5"7'-3 1/4" 5'-4" 12'-8" 5'-4" 12'-8" 5'-4" 12'-6" 5'-4" 6'-2" 4'-0" PREFINISHED METAL FASCIA JJJJ CJ J J PREFINISHED METAL DOWNSPOUT NOZZLE PREFINISHED METAL COPING FLASHING STONE MASONRY STONE MASONRY 132' - 2" PREFINISHED METAL DOWNSPOUT FACE BRICK (BRK1) PREFINISHED METAL DOWNSPOUT PREFINISHED METAL DOWNSPOUT STONE MASONRY CAST STONE CAP PORTLAND CEMENT PLASTER ON METAL LATH FACE BRICK (BRK1) PREFINISHED METAL DOWNSPOUT PORTLAND CEMENT PLASTER ON METAL LATH FACE BRICK (BRK1) STONE MASONRY CAST STONE CAP FACE BRICK (BRK1) STONE MASONRY PORTLAND CEMENT PLASTER ON METAL LATH CAST STONE CAP FACE BRICK (BRK1) PREFINISHED METAL DOWNSPOUT NOZZLE STONE MASONRY FIBER CEMENT PANEL FIBER CEMENT PANEL FIBER CEMENT PANEL FIBER CEMENT PANEL W05W05 114BT.O. WALL 123' - 0" T.O. STONE 113' - 4" T.O. WALL 130' - 8 1/2" T.O. STONE 126' - 0"T.O. WALL 124' - 6" STONE MASONRY STONE MASONRY FACE BRICK (BRK1) PREFINISHED METAL DOWNSPOUT STONE MASONRYFIBER CEMENT PANEL PORTLAND CEMENT PLASTER ON MTL LATH PORTLAND CEMENT PLASTER ON METAL LATH PREFINISHED METAL FASCIA PREFINISHED METAL COPING FLASHING FIBER CEMENT PANEL PREFINISHED METAL COPING FLASHING STONE MASONRY PREFINISHED METAL DOWNSPOUT STONE MASONRY FACE BRICK (BRK1) FIBER CEMENT PANEL 122' - 6"N N T.O. WALL 124' - 6" N N N N B.O. CANOPY 114' - 8" T.O. STONE 112' - 0" CAST STONE CAP STONE MASONRY PREFINISHED METAL DOWNSPOUT NOZZLE PREFINISHED METAL FASCIA 12X6 TAPERED PREFINISHED ALUMINUM BEAM PREFINISHED METAL GUTTER AND DOWNSPOUT PREFINISHED METAL GUTTER AND DOWNSPOUT PREFINISHED METAL FASCIA TAPERED HSS TUBE STEEL BEAM; REF. STRUCTURAL W05 N N CJ CJ CJ CJ FIN. FLOOR 100' - 0" CJ CJ TAPERED HSS TUB STEEL BEAM; REF. STRUCTURAL TAPERED HSS TUBE STEEL BEAM; REF. STRUCTURAL PREFINISHED METAL FASCIA STONE MASONRY PREFINISHED METAL DOWNSPOUT NOZZLE PREFINISHED METAL DOWNSPOUT NOZZLE STONE MASONRY PREFINISHED METAL COPING FLASHING CAST STONE CAP CAST STONE CAP PREFINISHED ALUMINUM COLUMN PREFINISHED ALUMINUM COLUMN 12X6 PREFINISHED ALUMINUM BEAM 12X6 PREFINISHED ALUMINUM BEAM CAST STONE CAP PREFINISHED METAL DOWNSPOUT 132' - 2" FIBER CEMENT PANEL CAST STONE CAP STONE MASONRY TAPERED HSS TUBE STEEL BEAM; REF. STRUCTURAL CAST STONE CAP STONE MASONRY TAPERED HSS TUBE STEEL BEAM; REF. STRUCTURAL PREFINISHED ALUMINUM HSS COLUMN MASONRY CALCULATIONS NORTH 758 SF ELEVATION: BRICK* STONE* PORTLAND CEMENT PLASTER ON METAL LATH* FIBER CEMENT* 523 SF 884 SF 378 SF SOUTH 1,762 SF 984 SF 310 SF 458 SF EAST 1,210 SF 458 SF 956 SF 400 SF WEST 821 SF 553 SF 1,017 SF 442 SF DOORS & WINDOWS ---- SF 106 SF 572 SF 712 SF TOTAL: % MASONRY: 3,596 SF 85% (-*) - DENOTES MASONRY PRODUCT AS DEFINED IN MASONRY ORDINANCE NO. 577-A, SECTION 2. -REQUIREMENTS ARE EXEMPTED BY HB 2439 OF 86TH LEGISLATURE OF THE STATE OF TEXAS. 3,620 SF 98% 2,543 SF 100% 3,545 SF 80% FINISH LEGEND -EXTERIOR MASONRY SC1 - STUCCO COLOR 1: PORTLAND CEMENT PLASTER DISTR.: SHERWIN WILLIAMS COLOR: SW __ GENERAL NOTES 1. REFER TO SHEET A2.20 FOR FINISH LEGEND - INTERIOR AND ADDITIONAL PAINT COLOR REFERENCES. 2. CONTRACTOR SHALL PROVIDE MOCKUPS OF ALL PAINT COLORS IN THE LIGHTING ENVIRONMENT SPECIFIED FOR DESIGNER APPROVAL PRIOR TO PROCEEDING. 3. REF. SPECIFICATIONS FOR ADDITIONAL INFORMATION PERTAINING TO FINISH LEGENDS AND APPROVED EQUALS. 4. REFER TO A6.10 FOR GLAZING SELECTIONS. F1 - FIBER CEMENT PANEL METALS M1 - ALUMINUM STOREFRONT: DISTR.: KAWNEER TRIFAB VG 451T COLOR: DARK BRONZE - DB CLASS 1 ANODIZED AAM10C21A44 M2 - EXTERIOR DOORS AND FRAMES:HOLLOW METAL COLOR: MATCH 'SC1' M3 - INTERIOR DOOR AND FRAMES : HOLLOW METAL COLOR: MATCH 'M1' M4 - SHEET METAL FLASHING AND TRIM: DISTR: VARIES COLOR: MATCH 'M1' M5 - METAL EXPOSED STRUCTURAL: COLOR: MATCH 'SC1' M6 - MISCELLANEOUS METALS DISTR: SHERWIN WILLIAMS COLOR: SW7084 URBAN BRONZE M7 - GUTTERS AND DOWNSPOUTS COLOR: MATCH 'SC1' M8 - PRE-FINISHED METAL FACIA COLOR: MATCH 'M1' M9 - PRE-FINISHED METAL COPING FLASING COLOR: MATCH 'SC1' M10 - PRE-FINISHED STANDING SEAM ROOF ASSEMBLY COLOR: CLASSIC BRONZE MV - MASONRY VENEER SV - STONE MASONRY VENEER CS - CAST STONE COLOR: MATCH 'SV' G1 - MASONRY GROUT: DIST: ARGOS MASONRY CEMENT COLOR: NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION ANDREW OXLEY DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, PREPARED BY OXLEY WILLIAMS THARP ARCHITECTS, PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THIS INCLUDES DOCUMENTS IN ELECTRONIC FORM. OXLEY WILLIAMS THARP ARCHITECTS, PLLC SHALL BE DEEMED THE AUTHORS AND OW NERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS. THE INSTRUMENTS OF SERVICE SHALL NOT BE USED BY THE OWNER FOR FUTURE ADDITIONS OR ALTERATIONS TO THIS PROJECT OR FOR OTHER PROJECTS, WITHOUT THE PRIOR WRITTEN AGREEMENT OF OXLEY WILLIAMS THARP ARCHITECTS, PLLC. ANY UNAUTHORIZED USE OF THE INSTRUMENTS OF SERVICE SHALL BE WITHOUT LIABILITY TO OXLEY WILLIAMS THARP ARCHITECTS, PLLC AND ITS CONSULTANTS. 509 PECAN STREET SUITE 100 FORT WORTH, TX 76102 817.993.9844 www.owtarchitects.com ABCDEFG ABCDEFG 1 2 3 4 5 6 1 2 3 4 5 6 H H THE DOVE CHURCH 2380 LONESOME DOVE RD. SOUTHLAKE, TEXAS 76092 2017-013-00 01-11-2022 A3.00 EXTERIOR ELEVATIONS 01-11-2022 SCALE: 1/8" = 1'-0"1/ A2.00 2EAST ELEVATION SCALE: 1/8" = 1'-0" 1/ A2.00 1SOUTH ELEVATION Revision Schedule Rev. # Revision Description Revision Date T.O. WALL 121' - 6" T.O. OPENING 108' - 0" T.O. OPENING 108' - 0" PORTLAND CEMENT PLASTER ON METAL LATH PREFINISHED STANDING SEAM ROOF ASSEMBLY FACE BRICK (BRK1) PORTLAND CEMENT PLASTER ON MTL LATH FIBER CEMENT PANELFACE BRICK (BRK1) PRE-FINISHED METAL GUTTER AND DOWNSPOUT PREFINISHED METAL COPING FLASHING EXISTING ROOF PREFINISHED METAL DOWNSPOUT OPEN TO BEYOND PREFINISHED METAL SCUPPER PREFINISHED METAL SCUPPER FIN. FLOOR 100' - 0" T.O. STONE 112' - 0" T.O. WALL 122' - 0" 121' - 0"N N PREFINISHED METAL FASCIA 12X6 TAPERED PREFINISHED ALUMINUM BEAM CAST STONE CAP B.O. CANOPY 114' - 8" PRE-FINISHED METAL COPING FLASHING STONE MASONRY STONE MASONRY CJ CJ CJ CJ CJ CJCJCJCJCJ CJ CJ CJ CJ CJ CJ CJ CJCJ CJ CJ EXISTING BUILDING PREFINISHED METAL DOWNSPOUT NOZZLE PREFINISHED ALUMINUM HSS COLUMN PREFINISHED ALUMINUM COLUMN 12X6 PREFINISHED ALUMINUM BEAM 12X6 PREFINISHED ALUMINUM BEAM CAST STONE CAP PREFINISHED ALUMINUM COLUMN CAST STONE CAP STONE MASONRY PREFINISHED METAL DOWNSPOUT NOZZLE STONE MASONRY PREFINISHED METAL DOWNSPOUT NOZZLE PREFINISHED METAL DOWNSPOUT FIBER CEMENT PANEL PREFINISHED METAL DOWNSPOUT PREFINISHED METAL DOWNSPOUT STONE MASONRY BEYOND PREFINISHED METAL FASCIA BEYOND 132' - 2"117A112B101B101AW07 W06 W06 W05W05W01 T.O. STONE 126' - 0" T.O. BRICK 114' - 0" T.O. WALL 121' - 6" 1" E.J. AND COVER EXISTING BUILDING FIBER CEMENT PANEL STONE MASONRY PREFINISHED METAL DOWNSPOUT FACE BRICK (BRK1) STONE MASONRY CAST STONE CAP STONE MASONRY PREFINISHED METAL FASCIA PORTLAND CEMENT PLASTER ON MTL LATH PREFINISHED METAL DOWNSPOUT FACE BRICK (BRK1) PORTLAND CEMENT PLASTER ON METAL LATH STONE MASONRY PREFINISHED STANDING SEAM ROOF ASSEMBLY PREFINISHED METAL COPING FLASHING T.O. WALL 124' - 6" METAL COMPOSITE FASCIA PANEL N N T.O. WALL 123' - 0" PREFINISHED METAL GUTTER AND DOWNSPOUT PREFINISHED METAL GUTTER AND DOWNSPOUT PREFINISHED METAL COPING FLASHING TAPERED HSS TUBE STEEL BEAM; REF. STRUCTURAL 3/4" 12" PREFINISHED METAL FASCIA FIN. FLOOR 100' - 0" FIN. FLOOR 100' - 0" J J J J J J J J J J CJ PREFINISHED METAL GUTTER AND DOWNSPOUT PREFINISHED METAL GUTTER AND DOWNSPOUT PREFINISHED METAL GUTTER AND DOWNSPOUT CJ CJ CJ CJ CJ CJ CJ PREFINISHED METAL COPING FLASHING BEYOND FIBER CEMENT PANEL CJ TAPERED HSS TUBE STEEL BEAM; REF. STRUCTURAL TAPERED HSS TUBE STEEL BEAM; REF. STRUCTURAL PREFINISHED METAL FASCIA PORTLAND CEMENT PLASTER ON METAL LATH PORTLAND CEMENT PLASTER ON METAL LATH PORTLAND CEMENT PLASTER ON METAL LATH STONE MASONRYSTONE MASONRYSTONE MASONRY STONE MASONRY PORTLAND CEMENT PLASTER ON METAL LATH PORTLAND CEMENT PLASTER ON METAL LATH CAST STONE CAP FACE BRICK (BRK1)FACE BRICK (BRK1) CAST STONE CAP CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ FIBER CEMENT PANEL FIBER CEMENT PANEL FIBER CEMENT PANEL STEEL COLUMN; REF. STRUCTURAL FIBER CEMENT PANEL FIBER CEMENT PANEL FACE BRICK (BRK1) CAST STONE CAP FACE BRICK (BRK1) CAST STONE CAP 132' - 2" MASONRY CALCULATIONS NORTH 758 SF ELEVATION: BRICK* STONE* PORTLAND CEMENT PLASTER ON METAL LATH* FIBER CEMENT* 523 SF 884 SF 378 SF SOUTH 1,762 SF 984 SF 310 SF 458 SF EAST 1,210 SF 458 SF 956 SF 400 SF WEST 821 SF 553 SF 1,017 SF 442 SF DOORS & WINDOWS ---- SF 106 SF 572 SF 712 SF TOTAL: % MASONRY: 3,596 SF 85% (-*) - DENOTES MASONRY PRODUCT AS DEFINED IN MASONRY ORDINANCE NO. 577-A, SECTION 2. -REQUIREMENTS ARE EXEMPTED BY HB 2439 OF 86TH LEGISLATURE OF THE STATE OF TEXAS. 3,620 SF 98% 2,543 SF 100% 3,545 SF 80% NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION ANDREW OXLEY DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, PREPARED BY OXLEY WILLIAMS THARP ARCHITECTS, PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THIS INCLUDES DOCUMENTS IN ELECTRONIC FORM. OXLEY WILLIAMS THARP ARCHITECTS, PLLC SHALL BE DEEMED THE AUTHORS AND OW NERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS. THE INSTRUMENTS OF SERVICE SHALL NOT BE USED BY THE OWNER FOR FUTURE ADDITIONS OR ALTERATIONS TO THIS PROJECT OR FOR OTHER PROJECTS, WITHOUT THE PRIOR WRITTEN AGREEMENT OF OXLEY WILLIAMS THARP ARCHITECTS, PLLC. ANY UNAUTHORIZED USE OF THE INSTRUMENTS OF SERVICE SHALL BE WITHOUT LIABILITY TO OXLEY WILLIAMS THARP ARCHITECTS, PLLC AND ITS CONSULTANTS. 509 PECAN STREET SUITE 100 FORT WORTH, TX 76102 817.993.9844 www.owtarchitects.com ABCDEFG ABCDEFG 1 2 3 4 5 6 1 2 3 4 5 6 H H THE DOVE CHURCH 2380 LONESOME DOVE RD. SOUTHLAKE, TEXAS 76092 2017-013-00 01-11-2022 A3.01 EXTERIOR ELEVATIONS 01-11-2022 Revision Schedule Rev. # Revision Description Revision Date SCALE: 1/8" = 1'-0"1/ A2.00 1NORTH ELEVATION SCALE: 1/8" = 1'-0" 1/ A2.00 2WEST ELEVATION