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Item 7B - Plansx x x x x O Q (o m c� w u) Q r` ti w M N O N i� 7 Q W I- 0 0) M CO 0 cn U w C� z z 0 N 0 W b 0 Q U 0 0 0 0 cn LID 0 0 It LID Lv Q z W J_ LL � I LOT 1 R, BLOCK 1 RESIDENTIAL PR PERTY GATEWAY CHURCH ADDITION \ I_ CABINET A, SLIDE 7866 100' RESIDENTIAL ZONING. CS \ BUILDING HEIGHT LUD. OFFICE COMMERCIAL SETBACK ire meshing 50' � ►.i nlnnon n:ccmni EX. 20' STORM DRAINAGE EASEMENT a (V.14983,405 D.R.T.C.T.) m EX. 15' UTILITY EASEMENT 20' BUFFERYARD TYPE C EX. 15' UTILITY EASEMENT (n� - --- � a e O - ° (D 15' BUILDING SETBACK CD I PROPERTY 1 F MASONRY SCREEN WALL PROPERTY LINE N LINE 5' CURB CUT W/ FLUME 0 N J o' ' I I 100' RESIDENTIAL 1 BUILDING HEIGHT 1 SETBACK I I � 20' BUFFERYARD TYPE B 60' R.O.W. DEDICATION 30' BUILDING SETBACK c LOT 1 R, BLOCf 1 CARROLL ISD1 NO. 4 ADDITION CABINET A, SLIDE 1130' ZONING. CS 1 LUD. PUBLIC/SEMI-PU& 400' RESIDENTIAL ADJACENCY OFFSET EX. 15' SANITARY SEWERI EASE (INST. NO. D214263624) 1 I� 1 � I EX. 29' COMMON ACCESS, UT I AND DRAINAGE EASEMEN* (INST. NO. D214263624) T 0 , Iv - PROP. FIRE PROP. 15' WATER PROP. FIRE---400' RESIDENTIAL �f W HYDRANT EASEMENT HYDRANT ADJACENCY OFFSET t • 3" M�U ,46L€ - = ° -2CiF1RELANE ° - _ • � <. I I- ° °•t R �0 / CURB ° �:. ° C MZSUNTAEtL \ \ ° R 60' I Rfo' ° a :. ----- FY40 -- - ------------ R30 • R�3�' ' \° PROPOSED DUMPSTER \ �\ R 56' ° ENCLOSURE W/ 8' i R 40 3" STANDARD ° l MASONRY SCREEN WALL i5' CURB 3" � DAF'lfl &GATE CU FDC.. TW ELE _ ±637' 0 p I 1. I ° X X I 1 32.73' ° PROP. GUARE RAIL I `" ° x PROTECTING RISER 9: • :. I 1 �RT4' X (INTERNAL WI HIN TYP. ° ° • I <- BUILDING) 9 L 19' C8 •, ° 10' MASONRY SCREEN WALL I •°1t. t I I i• �°,° � LOADING ° °• AREA X •1 ° N 1 ° I : I ° i• p 30 3 FLOOR & DECOf 13' c • , � 1 STORY I. 1 I 75078 SF. P OP. 15' WATER Q L FF = 629.50 EASEMENT 1 ,I° :.I • I` 339,859 SQ. FT i .26' • 1 ° N L` OR < I 1 PROPOSED T E . WALL 7802 ACRES •I1:. I 1 •T • C � B ,� ° 13' (REMAINDER O A a • 06 CALLED 11.208 ACRE TRACT), t • � �• II . I GRE NWAY-1709/E EVEN 1 PARTNERS, L.P.ff P F). FiR N ° INST NO D197109628 - • I DRANT< 1. • t J • X 1 I:.: ,2 1, 1 1 % 4' x 29.6' �IZ 44 19 .7' 1 30' 5 ' • a Q - - T - - - 1'1• °• N :PROP.I FIRE.. ! 1 HYD �NT I C I ° al PROP. 15' W TER ' EASEMENT • 13' Cl,- t � W EX. 17 ' WIDE DRAINAGE & UTILITY i`Q.._ I t EASEMENT TO BE ABANE ONED � • ° VOL.12585, PG. 2118 SEES SHEET 8 FOR < • : PEDESTRIAN X ° _U_ ° BFR ACCE S PLAN°v • N 4 p • ° ADA PAl HWAY PROP. 15' WATER 1 47 • ° , ° EASEMENT 5 5 1t• ° 1 1, • X 1 13' C �• P- _t { • ° T: ^ • °° PROP. FIRE rr ° ° 1 ?� 'PROP. -- -- J • J i 1° ',t °1 HYDRANT N... ti° t ENTRY 1 PROT'. o a . 1) < t 1 , I 13.7' 3.7' T 13.7' EXI STING CONCRETE PAVEMENT LEGEND X 290 (D �F_ NOTES: • HEIGHT ALLOWABLE IS BASED ON 4:1 SLOPE FROM POINT 0. CONCRETE PAVEMENT 0 '0' = GROUND ELEVATION @ NEAREST RESIDENTIAL PROPERTY BOUNDARY (626.24) HEAVY CONCRETE PAVEMENT BUILDING ENTRANCE/EXIT EXISTING TREE TO REMAIN 1- - - - -I 1 0. 1 _ - I / � PROPE TY LIN PROP. DETENTION BASIN 100-YR WSE = 616.65 86.2' / 1 / 0I I11II11I 11 I1 I IIIIIIIIIIIIIIIII E�X.III -�1IIIIIIIIII U-TIT . P11IIIII1 456- P .R.TIIIIII .C.T.) S00°14,2f,�I - L- - - - - - - - - EX. 20'ISTORM DRAIN -- E EASEMENT (V. 149$3,405 DLR.T.0.) E15STORM AINAGE EASEMENT (IUST. NO. D212 8905)EXISTING CONCRETE PAVEMENT 24' 20' 1. C? co - - 0 13.720' - (TYiP.) r- 13.7 cWn R 4 Br �f�T- FIR R 30' 30' � R 30' 1------- -- -- - - - - (� -------------- 1 a I I I I I I I EX. 15'UTILITY EASEMENT I I N (C F NO. D 1 098905) I I I I I R PROPOSED RETAINING WALL I 1 1 �- - EX. 1 ' STORM DRAINAGE I EA MENT 1 (IN . NO.214218746) 1 I I I I I I 1 10'BUFFERYARD F- 1 1 TYPE B II _u° I� \I I 1 I I I \I I 1 I I I\ 1\ I I I I EX. 15' 3 ORM DRAINAGE \\ I1 \\ I T OVERLAY RESIDENTIAL ADJACENCY HEIGHT RESTRICTION POINTS HEIGHT ALLOWABLE @ 4:1 THRESHOLD MAX BUILDING ELEVATION @ 40' HEIGHT A 680.74 669.50 B 754.47 669.50 C 768.17 669.50 D 789.04 669.50 r m CARLISLE g Z V WESTWOOD EASTWOOD BRAIR OD CHERRY KIMBALL KIMBALL LUIEBONNET SHADY cROOkf° o m Z 0 o COMMERCE it D BANK LOCATION MAP NOT TO SCALE SITE DATA SUMMARY CHART ZONING SP-1 (PROVIDED) B-1 (REQUIRED) LAND USE DESIGNATION RETAIL, COMMERCIAL, OFFICE, WAREHOUSE* BUSINESS SERVICE PARK GROSS/NET ACREAGE 7.80 ACRES GROSS / 6.99 ACRES NET 7.80 ACRES NUMBER OF PROPOSED LOTS 1 1 AREA OF OPEN SPACE 136330 S.F. ---- PERCENTAGE OF OPEN SPACE 33.74% 15% MIN. AREA OF IMPERVIOUS COVERAGE 188950 S.F. ---- PRECENTAGE OF IMPERVIOUS COVERAGE 66.26% 70.00% MAX. BUILDING AREA 75078 S.F. 60000 S.F. MAX. LOT COVERAGE (BUILDING FOOTPRINT) 24.66% 50.00% MAX. OFF STREET LOADING SPACING 2 2 REQUIRED OFF STREET LOADING AREA 4042 S.F. 750 S.F. MIN. BUILDING MASONRY PERCENTAGE ---- ---- NUMBER OF STORIES 1 2.5 MAX. BUILDING HEIGHT(S) (FT) 40' 35 MAX. B-1 PARKING REQUIREMENTS USE S.F. 1 SPACE / PER S.F. PARKING SPACES RETAIL STORE 58815 1 / 200 295 OFFICE GENERAL 2656 1 / 300 9 WAREHOUSE 13607 1 / 1000 14 TOTAL S.F. 75078 ----- ---- PARKING PER B-1 ZONING 1/237 (AGGREGATE) 318 REQ. MIN. PARKING (REPORT)** 0.91 / 1000** 70** PROPOSED PARKING 1 / 525 143 SUMMARY CHART - BUFFERYARDS (B-1 ZONING) LOCATION / REQUIRED / LENGTH (FEET) BUFFERYARD WIDTH / TYPE LENGTH OF PROVIDED BASE LINE NORTH - REQUIRED 626.31 10 - B PROVIDED 626.31 10 - B EAST- REQUIRED 417.11 10 - B PROVIDED 417.11 20 - B SOUTH - REQUIRED 575.17 10 - B PROVIDED 575.17 20 - B WEST - REQUIRED 532.90 10 - C PROVIDED 532.90 20 - C SUMMARY CHART - INTERIOR LANDSCAPE AREA LANDSCAPE AREA AREA IN FRONT OR SIDE REQUIRED 22524 16893 PROVIDED 65182 49959 *NOTE ANY CREDITS USED IN CALCULATIONS: INTERIOR (3) OTHER COMMENTS: S8p-° 4' 6 1 • 15' BUILDING SETBACKzo - CF NO. D21 98905) \ A� R 25' - NO '02'16" - - - - VILLAGJ I TER DRY '0' R.OW. INSTR. D214263 O 5.5 < �o �o o� S00°02'16"E 967.50' - - 50' BUILDING SETBACK - - - \ - - - - - - - - - - - CONCRETE L �_ / / 20' BUFFERYARD TYPE 30' L_ O 1 EX. 1O' UTILITY EASEMENT - - - - - - - - - - EX. 10' U ILITY EASEMENT EX. 1O' UTILITY EASEMENT (INST. NO D214263624) LOT 1 BLOCK 1 III E(INST. NO. D214263624) �G OJ CON RETE I I EX. 15' COMMON ACCESS, UTILITY I EX. VARIABLE WIDTH COMMON ACCESS EASEMENT KIMBALL OAKS ADDITION PAVEMENT AND DRAINAGE EASEMENT (INST. NO. D206305192) INST. NO. D214263624 OFF AGO 4 (INST. NO.214218746) F-�ZONING SP1 O� I 30' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT 1 (INST. NO. D214263624)FX PROPERTY LIN EX. 10' UTILITY EASEMENT (INST BENCHMARK LIST POINT# NORTHING (Y) EASTING (X) ELEVATION DESCRIPTION 101 7,027,898.05 2,392,603.80 629.77 SXTP 102 7,028,201.15 2,392,556.93 632.14 SXTP 103 7,028,809.76 2,392,598.36 617.94 SXTP LOT 2, BLOCK 1 KIMBALL OAKS ADDITION INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL LUD. RETAIL COMMERCIAL ENGINEER HALFF ASSOCIATES, INC. 1201 N. BOWSER ROAD RICHARDSON, TX 75081 CONTACT: PAUL BARTEL EMAIL:PBARTEL@HALFF.COM TEL:(214)984-7321 OWNER FLOOR & DECOR 2500 WINDY RIDGE PKWY SE ATLANTA, GA 30339 CONTACT: PHILIP COCHRAN EMAIL:PHILIP.COCHRAN@FLOORANDDECOR.COM TEL:(770)617-4262 *SINGLE TENANT, OWNER, OR BUSINESS OCCUPANCY EXCEEDING 60,000 SF 1. REFERENCING PARKING AND TRIP GENERATION STUDY, KIMLEY-HORN. MAY 2023. 2. THE REQUIRED MINIMUM PARKING RATIO FROM THIS STUDY IS BASED ON THE PEAK RECORDED PARKING USE FOR ANY BUILDING/FACILITY RECORDED IN THE STUDY - 0.91/1000 BSF BUILDING SETBACKS (S-P-1 / B-1 ZONING) N 50' E 15' S 30' W 15' BUILDING HEIGHT SETBACK SOUTH: 20' MAX HEIGHT WITHIN 100' OF RESIDENTIAL PROPERTY (B-1 ZONING) EX. 15' SANIT ��89° 6/ , /ww.,.l h - z 0 40' 80' GRAPHIC SCALE - V=40' UQZ00 Q L.L LO 0 [) az U W �L Wz 0 p 2 Q 0 AX z0� W Y U z W Q Q Z / 0. W Q Q J � W O O U 64 C)WO< Q�>cn LL 00 Q V) ti LO N N N a0 oLO �U) w U)Xa �wIN IN 0 (0 =o� M Gov QN oUw mom MEN ■■w Z 0 U C0 w 0 Z w O o � W o PRELIMINARY FOR INTERIM REVIEW ONLY THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: PAULBARTEL 136395 NAME P.E. NO. DATE 8/18/23 TBPE FIRM #F-312 PROJECT NO.: 54063 CITY CASE NO.: ZA23-0042 ISSUED: AUGUST, 2023 DRAWN BY: CAD CHECKED BY: PB SCALE: AS SHOWN SHEET TITLE OVERALL SITE PLAN 1 ELEVATION OVERALL ELEVATION OVERALL ELEVATION OVERALL ELEVATION OVERALL FACADE CALCULATIONS LENGTH(372'-93/8") FACADE CALCULATIONS LENGTH(373'-13/8") FACADE CALCULATIONS LENGTH(242'-2") FACADE CALCULATIONS LENGTH(207'-8'-) TYPE REQUIRED PROVIDED / MET TOTAL MUST BE CONSTRUCTED OF TB-1 GLEN GERY AT LEAST (2) MATERIALS; MODULAR THIN BRICK- CASTELLANA COMPLIMENT EACH OTHER; AND CONSISTENT IN STYLE TB-2 GLEN GERY MUST BE CONSTRUCTED OF MODULAR THIN BRICK- AT LEAST (2) MATERIALS; 83%OR 7,864 SF 800 CLASSIC GRAY COMPLIMENT EACH OTHER; SMOOTH AND CONSISTENT IN STYLE MUST BE CONSTRUCTED OF TB-3 GLEN GERY AT LEAST (2) MATERIALS; MODULAR THIN BRICK- ROMERO CO MPLIMENT EACH OTHER; AND CONSISTENT IN STYLE MUST BE CONSTRUCTED OF CAST STONE MASONRY; AT LEAST (2) MATERIALS; 17%OR 1,621 SF MASONRY VENEER COMPLIMENT EACH OTHER; AND CONSISTENT IN STYLE TOTAL MASONRY USE: 100%OR 9,485 SF CANOPIES/AWNINGS TOTAL: 1.5%OR 149 SF "RRED" AS (RAL PROVIDEDED(RAL 3020) METAL COPING TOTAL: 1.2%OR 123 SF F&D SIGNAGE TOTAL: 2.4%OR 230 SF TOTAL: 5%OR 502 SF TYPE REQUIRED PROVIDED / MET TOTAL MUST BE CONSTRUCTED OF TB-1 GLEN GERY AT LEAST (2) MATERIALS; MODULAR THIN BRICK- CASTELLANA COMPLIMENT EACH OTHER; AND CONSISTENT IN STYLE TB-2 GLEN GERY MUST BE CONSTRUCTED OF MODULAR THIN BRICK- AT LEAST (2) MATERIALS; 99%OR 9,073 SF 800 CLASSIC GRAY COMPLIMENT EACH OTHER; SMOOTH AND CONSISTENT IN STYLE MUST BE CONSTRUCTED OF TB-3 GLEN GERY AT LEAST (2) MATERIALS; MODULAR THIN BRICK- ROMERO COMPLIMENT EACH OTHER; AND CONSISTENT IN STYLE MUST BE CONSTRUCTED OF CAST STONE MASONRY; AT LEAST (2) MATERIALS; MASONRY VENEER COMPLIMENT EACH OTHER; 1% OR 105 SF AND CONSISTENT IN STYLE TOTAL MASONRY USE: 100%OR 9,178 SF CANOPIES/AWNINGS N/A "RD" AS (RAL PROVIDEDED (RAL 3020) METAL COPING TOTAL: 2% OR 199 SF F&D SIGNAGE N/A TOTAL: 2% OR 199 SF TYPE REQUIRED PROVIDED/MET TOTAL MUST BE CONSTRUCTED OF TB-1 GLEN GERY AT LEAST (2) MATERIALS; MODULAR THIN BRICK- CASTELLANA COMPLIMENT EACH OTHER; AND CONSISTENT IN STYLE TB-2 GLEN GERY MUST BE CONSTRUCTED OF MODULAR THIN BRICK- AT LEAST (2) MATERIALS; 99%OF 5,825 SF 800 CLASSIC GRAY COMPLIMENT EACH OTHER; SMOOTH AND CONSISTENT IN STYLE MUST BE CONSTRUCTED OF TB-3 GLEN GERY AT LEAST (2) MATERIALS; MODULAR THIN BRICK- ROMERO COMPLIMENT EACH OTHER; AND CONSISTENT IN STYLE MUST BE CONSTRUCTED OF CAST STONE MASONRY; AT LEAST (2) MATERIALS; MASONRY VENEER COMPLIMENT EACH OTHER; 1% OR 82 SF AND CONSISTENT IN STYLE TOTAL MASONRY USE: 100%OR 5,907 SF CANOPIES/AWNINGS N/A "RD" AS (RAL PROVIDEDED (RAL 3020) METAL COPING TOTAL: 2% OR 139 SF F&D SIGNAGE N/A TOTAL: 2% OR 139 SF TYPE REQUIRED PROVIDED / MET TOTAL MUST BE CONSTRUCTED OF TB-1 GLEN GERY AT LEAST(2) MATERIALS; MODULAR THIN BRICK- CASTELLANA COMPLIMENT EACH OTHER; AND CONSISTENT IN STYLE TB-2 GLEN GERY MUST BE CONSTRUCTED OF MODULAR THIN BRICK- AT LEAST (2) MATERIALS; 98%OR 5,099 SF 800 CLASSIC GRAY COMPLIMENT EACH OTHER; SMOOTH AND CONSISTENT IN STYLE MUST BE CONSTRUCTED OF TB-3 GLEN GERY AT LEAST(2) MATERIALS; MODULAR THIN BRICK- ROMERO COMPLIMENT EACH OTHER; AND CONSISTENT IN STYLE MUST BE CONSTRUCTED OF CAST STONE MASONRY; AT LEAST (2) MATERIALS; MASONRY VENEER COMPLIMENT EACH OTHER; 2% OR 102 SF AND CONSISTENT IN STYLE TOTAL MASONRY USE: 100%OR 5,201 SF CANOPIES/AWNINGS N/A "REGAL RED" AS PROVIDED (RAIL 3020) ME 2% OR 138 SF F&D SIGNAGE 3% OR 145 SF TOTAL: 5%OR 283 SF FRONT ELEV - MATERIAL STUDY 7 REAR ELEV. - MATERIAL STUDY RIGHT ELEV - MATERIAL STUDY LEFT ELEV. - MATERIAL STUDY 8 SCALE: 1/16" = 1-4-SCALE: 1/16" = V-0" SCALE: 1/16" = V-0" SCALE: 1/16" = V-0" THIN BRICK FINISH 1V -O Ilk NALL GATE - SOUTH SIDE FRONT RECYCLING ENCLOSURE (RIGHT ELEVATION) SCALE: 1/4" = V-0" :o T.O. CONIC. PANELS U.N.O. B.O. BRICK TRANSITION 9'-0" A.F.F. tU rLUUK II 11 TYPICAL PRECAST PANEL SCALE: 1/4" = V-0" TYPICAL 4'-0" BUMPOUT SCALE: 1/4" = V-0" V-41/2" 811 V-41/2" jgkT.O. PILASTER 19'-8" A. F. F. TYP. XF PILASTER SCALE: 1/4" = V-0" V-41/2" 811 V-41/2" -ruiki DDLry [INISN TVD REAR -THIN BRICK FINISH, TYP. C1 n11 SOUTH SIDE FRONT P RO PA N E STO RAG T.O. PARAPET 25'-3" A.F.F. T.O. CONIC. PA 25'-0" A.F.F. 4 FINISHED FLOOR - - 0 1-( REAR ELEVATION SCALE: 1/16" = V-0" THIN BRICK VENEER BUMPOUT ELEMENT CORNER - 4'-0" x 4'-0"— FRONT ELEVATION SCALE: 1/16" = V-0" TLJINI DDLry cimicu TYP. NORTH SIDE NORTH SIDE E (RIGHT ELEVATION) RTU BEYOND, TYP.— RAL-1—Al !`llnIKIf- TVD 11 r'. 1 -V ULr' I" - UCJII]IV I V MATCH BUMPOUT ELEMENT - RTU BEYOND, TYP.— T.O. PARAPET TB-2 METAL COPING, TYP.- TB-1 25'-3" A.F.F. TL3 CS-T (tT.O. CONIC. PANEL E-1 25'-0" A.F.F. EXTERIOR LIGHTING 20'-0" A.F.F. B.O. ACCENT BAND/REVEAL 16 -0 A.F.F. B.O. ACCENT BAN D/REVEA 9'-0" A.F.F. I ! II =-=-=-=-==-=-=-=------ - - FLOOR -------------- _ _______=__ ___ _=__FINISHED __�� -_1_11 ____-_-_- _� LEFTELEVATION WALL BEIYONDREEN TRUCK WELL BEYOND SCALE: 1/16" = V-0" 0 rk T.O. PARAPET T.O. PARAPETAk 25'-3" A.F.F. 28'-0" A.F.F. T.O. CONIC. PANEL 1 25'-0" A.F.F. rk EXTERIOR LIGHTING TB-1 20'-0" A.F.F. TB-2 rk B.O. ACCENT BAND/REVEA �I 16-0" A.F.F. _ _ _ _ _______________________ B.O. ACCENT BAND/REVEA 9 -0 A. F. F. =_= _= _= _= _= _= _=__ _= FINISHED FLOOR 0'-0" RIGHT ELEVATION 3 PRECAST CONCRETE PANEL SCALE: 1/16" = V-0" 8-1/2" DEPTH I I IIIV UF\I%_I\ V LIVLLF\ J%-F\LLIV VVMLL F_ 7 T.O. CONIC. PILASTER UVIJI\ JI IVVV IV ULI IIIVU JII\LLIV VVPLL -JLL TLPYIN PAINT COLOR SCHEDULE MARK MATERIAL MANUFACTURER COLOR FINISH NOTES P-8 PAINT SHERWIN WILLIAMS SW 7044 AMAZING GRAY SATIN RAL COLOR MATCH: RAL 7044, INTERIOR SIDE OF CPU P-9 PAINT SHERWIN WILLIAMS SW 7048 URBANE BRONZE SATIN RAL COLOR MATCH: RAL 7022, INTERIOR SIDE OF CPU P-10 PAINT SHERWIN WILLIAMS SW 6868 REAL RED METAL COPING TO BE FACTORY FINISHED "REGAL RED" TO MATCH P-10 RAL COLOR MATCH: RAL 3020 TB-1 THIN BRICK GLEN-GERY: MODULAR THIN BRICK CASTELLANA ON PRECAST PANELS, PILASTER AND PROJECTIONS COLOR TO MATCH P-7 (MAY NOT BE PAINTED) TB-2 THIN BRICK GLEN-GERY: MODULAR THIN BRICK 800 CLASSIC GRAY SMOOTH ON PRECAST PANELS, PILASTER AND PROJECTIONS COLOR TO MATCH P-8 (MAY NOT BE PAINTED) TB-3 THIN BRICK GLEN-GERY: MODULAR THIN BRICK ROMERO ON PRECAST PANELS, PILASTER AND PROJECTIONS COLOR TO MATCH P-9 (MAY NOT BE PAINTED) CS-T CMU LOCAL AVAILABILITY COLOR TO MATCH P-1 THIN CAST STONE LOCAL AVAILABILITY 8 X 8 X 16 CMU CMU LOCAL AVAILABILITY COLOR TO MATCH P-9 SPLIT FACE LOCAL AVAILABILITY 8X8X16 (MAY NOT BE PAINTED) - USED AT RECYCLING ENCLOSURE. MTL METAL COPING, CANOPY, AND OTHER KYNAR REGAL RED SHOP FABRICATED METAL COPING TO BE PREFINISHED "REGAL RED" TO MATCH P-10 MTL-2 METAL COPING, CANOPY, AND OTHER KYNAR AMAZING GRAY SHOP FABRICATED METAL COPING TO BE PREFINISHED "AMAZING GRAY" TO MATCH P-8 MTL-3 METAL COPING, CANOPY, AND OTHER KYNAR MEDIUM BRONZE SHOP FABRICATED METAL COPING TO BE PREFINISHED "MEDIUM BRONZE" TO MATCH P-9 E-1 E.I.F.S. DRYVIT COLOR TO MATCH P-9 LYMESTONE DRYVIT OUTSULATION PLUS MD SYSTEM _________---------------- --------------------------------- 8' WIDE PRECAST CONCRETE PANELS, TYP. I T.O. CONIC. PILASTER 19'-8" A.F.F THIN BRICK VENEER BUMPOUT ELEMENT TYP. 3'-5" x 4'-0" I I RTU BEYOND, TYP.METAL COPING, TYP. I I i ,I, I 17 1 THIN BRICK VENEER BUMPOUT ELEMENT CORNER - 4'-0" x 4'-0" 8' WIDE PRECAST CONCRETE THIN BRICK VENEER PILASTER F&D TYP. V-0" DEPTH / PANELS, TYP. DESIGN TO MATCH BUMPOUT ELEMENT 4 3 2 1 55'-0" 55'-011 46'-6 3/4" I I I TB-2 I TB-3 TB-1 T.O. PARA TL3 28'-0" A.I --� E-1 TB-1 ----- __----- ______________ I -=======-=-=-=-=-=-=-=--____________=======_===========_===========_ _________________________________________=_=_=_=_=_=____=_=_______-___________-___________-______===== __ _=__=_=__ __ ___ __ __ ____= _ ____________ =__= —____ =_=___________=__________ _ i == _' _- _- _- _- _- _' _- _- _- _- _- _' _- _- _- _- _- _' _- _- _- _- _- _' _= _'___========_=_=_=_=_=_=_ ===_ ---------------------- ----------------------- ----------- --- ------------ --- ---------------------- ------------------ ===_=_=_=_=_= ==_= -_ _- _- _- _- _- _- _- _- _- _- _- _ _- _- _- _- _- _- _- _- _- _- _- _- _- _- _- _- _- _- _- _- _- _- _- _- _- _- - =-====-=-=-===-=-=-=-=-===-=-=-=-=-== =_ ====== ====== ===========_== = _= =_== ===========_ = 1: ====_===========_===========_===========_===========__ ______- __- ___-_-_- _-_ _-_- _-_- _-_-_-_-_-_- _ _-_- _- _- _- _- _- _- _-_-_-_-_-_- _-_- _- _- _- _- _- _-_-_- _-_-_-_-_-_-_=_= _= _- _= _= _= _= _-_=_=_=_= _=________=_____---- ---------- --- ---------------------- ========================_ =__=========_______________ ___= --------------- --------------- --=====_ ________________ ---- I i ----=- 1 =====_=_== I I _________ -------- 1 8' WIDE PRECAST _=_=_=_=_=_=__=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_============== THIN BRICK VENEER PILASTER F&D TYP. V-0" DEPTH THIN BRICK VENEER BUMPOUT CONCRETE PANELS, TYP. DESIGN TO MATCH BUMPOUT ELEMENT ELEMENT CORNER - 4'-0" x 4'-0" ELEMENT TYP. 3'-5" x 4'-0" JI VI\P9\JL FLOOR k4iDECOR ._4 2500 WINDY RIDGE PARKWAY, SE ATLANTA, GA 30339 SBLM SBLM Architects 33 Walt Whitman Road, Suite 300A Huntington Station, NY 11746 Telephone 631 683 5588 Fax 631 683 5591 A.V. SCHWAN & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265-4331 Fax: (480) 663-1788 Website: vnv AV'Schrvan.com dlb associates CONSULTING ENGINEERS, P.C. 3600 Rt 66, Suite 150 #5981, --� Neptune, N.J. 07753 Questions For dlb Call: Eric Severson Phone: (732) 774-2000 CODE CONSULTANTS, INC. 2043 WOODLAND PKWY, SUITE 300 ST. LOUIS, MISSOURI 63146-4235 314-991-2633 ■■■ HA►LFF MEN HALFF ASSOCIATES, INC. 711 N. CARANCAHUA ST., SUITE 1190 CORPUS CHRISTI, TX 78401 TELEPHONE: 361-400-0981 PROJECT NAME x II— lie -` m W O O W6 2185 E Southlake Blvd, Dallas [Southlake], TX 76092 ISSUE DATE: T.B.D. STORE NUMBER: T.B.D. GROSS BLDG AREA: 75,120 SF JOB NUMBER: 023036 PROTOTYPE: 2023 Q1 ISSUE ZONING SUBMISSION 08/21/23 SEAL SHEET EXTERIOR ELEVATIONS DRAWN: TMH CHECKED: JH; RR SITE ORTHOGRAPHIC - FRONT 1 Floor &Decor FLOORF&14., DECOR ._ 2500 Windy Ridge Parkway, SE Atlanta, GA, 30339 F&D Dallas-Southlake TX 2185 East Seuthlake Md. ZIULM - Dallas {Suuthlake1. Tx 76092 16910 Dallas Parkway, Ste 216, Dallas, TX 75248 3D Views T: 469 544 7770 Web: www.sblra—al August, 212023 CITY CASE NO. ZA23-0042 SOUTH FACE - FRONT Floor &Decor FLOOR DECOR Fit, . &?4, 2500 Windy Ridge Parkway, SE Atlanta, GA, 30339 F&D Dallas-Southlake TX 2185 East Southlake Blvd. MOULM Dallas{Southlake}, Tx 76092 16910 Dallas Parkway, Ste 216, Dallas, TX 75248 3D Views T: 469 544 7770 Web: www.ehlm.com August, 212023 CITY CASE NO. ZA23-0042 SOUTH WEST CORNER - FRONT Floor &Decor FLOORFit oEcoR . 2500 Windy Ridge Parkway, SE Atlanta, GA, 30339 F&D Dallas- Southlake TX 2185 East Southlake Blvd. MOULM Dallas{Southlake}, Tx 76092 16910 Dallas Parkway, Ste 216, Dallas, TX 75248 3D Views T: 469 544 7770 Web: www.eblm.com August, 212023 CITY CASE NO. ZA23-0042 ww ,` --- - 'tom>q•6iwls � ,e«'S SOUTH EAST CORNER - FRONT FLOORFitFloor &Decor 2500 Windy Ridge Parkway, SE 'A &?A, Atlanta, GA, 30339 DECOR . t t it-- t i FLOOR &.6con cuSTOMER rICK-VP F&D Dallas-Southlake TX 2185 Last Senthfake Md. ZIULM nauas{southlake}, Tx 76092 16910 Dallas Parkway, Ste 216, Dallas, TX 75248 3D Views T: 469 544 7770 Web: www.sbl-1111 August, 21 2023 CITY CASE NO. ZA23-0042 SOUTH EAST CORNER - RIGHT Floor &Decor FLOORFit oEcoR . 2500 Windy Ridge Parkway, SE Atlanta, GA, 30339 F&D Dallas- Southlake TX 2185 East Southluke Blvd. SBLM Dallas{Southluke}. Tx 76092 16910 Pallas Parkway, Ste 216, Dallas, TX 75248 3D Views T: 469 544 7770 Web: www.shlm—ru August, 21 2023 CITY CASE NO. ZA23-0042 NORTH EAST CORNER - REAR Floor &Decor FLOORFit, oEcoR . 2500 Windy Ridge Parkway, SE Atlanta, GA, 30339 F&D Dallas-Southlake TX 2185 East Southlake Blvd. MOULM Dallas{Southlake}, Tx 76092 16910 Dallas Parkway, Ste 216, Dallas, TX 75248 3D Views T: 469 544 7770 Web: www.ehlm.com August, 212023 CITY CASE NO. ZA23-0042 e F`OOF livelom 4M 1 SITE ORTHOGRAPHIC - REAR &Decor FLOORFitFloor DECOR . &?4, 2500 Windy Ridge Parkway, SE Atlanta, GA, 30339 NVA I--m F&D Dallas-Southlake TX 2185 East Southtake M d. MOULM Dallas{Southlake}, Tx 76U92 16910 Dallas Parkway, Ste 216, Dallas, TX 75248 3D Views T: 469 544 7770 web: www.sblra—a' August, 21 2023 CITY CASE NO. ZA23-0042 co LO 0 ¢ co v m W N o_ t- a v W ci N a N t- N :1 7 W Q 0) 3 v co �O� a bi W J_ LL l LOT 1R, BLOCKI o j l GA FE WA Y CHURCH AT1F1D1 a SCREEN WALLS SHOWN ON LANDSCAPE °a PLAN EXHIBIT ARE FOR ILLUSTRATIVE ZONING. CS`"" ° a II PURPOSES ONLY - REF. SITE PLAN FOR LUQ. OFFICE COMMERCIA l ACTUAL WALL LAYOUTS.J0 _ EX. 8" SANITARY SEWER Ex. cgc11 rE r a1� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . III rn� 0 U ou 20' B r4"'ERYARD/ W06aw� UMARD OAK, TYP_ lip j .�►��1 MEXICAN PLUM, TYP_�F-T � ae'e:'a'a'.•r's•'a',aea6a�Ttsoa"v::n4•ru l a aRED CARPET JAPANESE ds r BARBERRY, TYP-, a �•'� — vL // � • I1 • �N�,.a a roa_a_a_roro aaro_a_a_a_ron vv_a� t� Oro•.. ¢- � Faaa. • , � � ,,� A • �* CEDAR ELM, TYP. DESERT WILLOW, TYP. CHINS, PISTACHE, TYP. U. L I II II a + I I I II I II I II II • TYPE B ' DICATION } II . I I _ II II - II II R, BLOC V ' + !ROLL ISQI II I � ADDITION II A, SLIDE j3 " `. ;P VING. CS a ILI rro ra r• h■ `p I4 � ro r ° b 4■ y �a 1i a '� .. �ra �Fa I CD #4•'A$411r74��tiro�• Q�Otiro'pIfCRO0O0 >■�� Ril .. ...SEASONALp ■ • ?�* \`1 .��� ����f+i �a!•,i.+��y.yyw y.yyH i"y. Y.>.F }'i y T.t y, yo ♦ ��.64a.4:4.4>}.>f:4.4.�:�F6.c,9ii �,c;;O;Q;4y CD n l� - L� rEi 263624) �. I ■ �I 1 ■ k im-N. bF FLOOR & DECOR 1 STORY 75,078 SF. FF = 629.50 • r 1! EX. 8" WATER/ E ry nnn �. HUMARD OAK, TYP.- — �j DWARF SOUTHERN WAX MYRTLE, TYP. 20' BUFFERYARD TYPE EX. 10' UTILITY EASEMENT tHStMtNI a CDrn (V. 14983, 405 D.R.T.C.T.) o o II X P _ 6 0° EX. 36" RCP EX. 30" RC SHUMARD OAK, TYP_ �11 � r° =nn�NT 0 v II RED CARPET JAPANESE- M CEDAR ELM, TYP. o BARBERRY, TYP. -r)PQ EXISTING INTERIOR 4 MEXICAN PLUM, TYP NT TREES TO REMAIN AND O DESERT WILLOW, TYP. — _ BE USED FOR CREDIT _ GLOSSY ABELIA, TYP. ---- • � I POSSUMHAW,TYP_ ■ SHUMARD OAK, TYP. I v JPROP. bETENTIION BASIN • 100-YR �lVSE = 16.65 ' +'1./ MEXICAN PLUM, TYP_ 1 �� 0 I I DESERT WILLOW, TYP. x DWARF SOUTHERN a WAX MYRTLE; TYP. Y ' DECOMPOSED GRANITE; TYP. m ASIATIC JASMINE, TYP_ I I n� I I A0I I I I I I I I I I ' I E ' UTI _a P. ■ — — + ' CEDAR ELM, TYP. — � LILYTURF, TYP. CHINESE PISTACHE, TYP. 81x4' li R — P1 P I I f I X.LL EAS ■ V.1 ■. • „0 • rnll ". E 1 bT�M AINAGE ' - (AS(ASI NO.8212 8905) ;• j 4 �• I I F- 8 IEX115' UTIL TY EASEMENT I1.6F NO. D 1 098905) N �• � I I :. z • � I I I ti I ' N- I EX. 1 ' STORM DRAINAGE EA(, EMENT (IN NO.214218746) 10' B6FFEF YARD ' TYPE B ■ I ' I I EX. 15' ORM DRAINAGE • 1 CF NO. D21 98905)L • - °02'16 DECOMPOSED GRANITE, TYP_ SEASONAL COLOR, TYP. rn~--—EX. U. E�/ / \�� E7C.U.G_E. — r— — — — — — — — — — — — — X I XEX_10' UTILITY EASEMENT I0_1� 1 nr Ftr nr_ic s &x 1VS, VO .\ PLANT SCHEDULE ORNAMENTAL TREES QTY BOTANICAL / COMMON NAME CONT CAL • 48 Chilopsis linearis / Desert Willow B&B 3" Cal • 15 Ilex decidua I Possumhaw B&B 3" Cal • 70 Prunus mexicana / Mexican Plum B&B 3" Cal SHADE TREE QTY BOTANICAL / COMMON NAME CONT CAL 15 Pistacia chinensis I Chinese Pistache B&B 2" Cal 8 Quercus shumardii 1 Shumard Oak B&B 4" Cal • 28 Quercus shumardii 1 Shumard Oak B&B 6" Cal (Bufferyards) 20 Ulmus crassifolia 1 Cedar Elm B&B 4" Cal SHRUBS QTY BOTANICAL / COMMON NAME CONT 0 277 Abelia grandiflora / Glossy Abelia 3 gal. 214 Berberis thunbergii 'Red Carpet' 1 Red Carpet Japanese Barberry 3 gal. 375 Myrica pusilla 1 Dwarf Southern Wax Myrtle 3 gal. GROUND COVERS QTY BOTANICAL / COMMON NAME CONT SIZE a'-.•� a y64: 9.a • 929 sf Decompsed granite I Decomposed Granite Seed 0 4,154 sf Liriope muscari 1 Lilyturf Seed 2,676 sf Seasonal Color / Seasonal Color - 9,468 sf Trachelospermum asiaticum 1 Asiatic Jasmine Seed EXISTING TREES LISTED BELOW ARE USED FOR CREDIT AS OUTLINES IN CALCULATIONS Tag ID Common Name Scientific Name DBH (in) CANOPY ACCENT Trunks Condition Comrnents INT 272 Pecan Carya illincinensis 16.5 1 0 2X Good INT 273 American elm Ulmus americana 39.5 2 0 3X Good HATCH REPRESENTS EXISTING TREE CANOPY BEING USED FOR BUFFERYARD TREE CREDITS SUMMARY CHART- BUFF ERYARDS LOCATION 1 LENGTH OF BASE REQUIRED/ LENGTH [FEET] BUFFERYARD WIDTH CANOPY TREES ACCENT TREES SHRUBS COMMENTS PROVIDED TYPE LINE NORTH - REQUIRED 626.31 10- B 13 19 63 PROVIDED 626.31 10- B 7 19 78 Upsized Canopy Trees from 4" to 6" Cal. EAST- REQUIRED 417.11 10- B 7 10 33 ** PROVIDED 417.11 20- B 8 10 53 8' - MASON RY (265 LF) Ups ized Canopy Trees from 4" to 6" Cal. SOUTH- REQUIRED 575.17 10- B 9 14 46 PROVIDED 575.17 20- B 9 14 56 Upsized Canopy Trees from 4" to h" Cal. WEST- REQUIRED 532.90 10- C 13 17 0 ** PROVIDED 532.90 20- C 4 0 72 8' - MASON RY (110 LF) Cannot provide all required trees in this buff eryard area due to existing utility, drainage and existing tree canopy WHILE TOTAL NUMBER OF REQUIRED TREES CANNOT BE PROVIDED, ALL CANOPY TREES HAVE BEEN UPSIZED TO STILL PROVIDE THE EQUIVALENT NUMBER OF OVERALL CALIPER INCHES OF TREES REQUIRED ** 20% PLANT REDUCTION APPLIED DUE TO DOUBLE BUFFERYARD WIDTH PROVIDED SUMMARY CHART - INTERIOR LANDSCAPE LANDSCAPE AREA AREA IN FRONT OR SIDE CANOPY TREES ACCENT TREES SHRUBS GROUND COVER (SF) SEASONAL COLOR (SF) REQUIRED 1 225241 168931 451 90 5631 3379 450 PROVIDED 1 651821 49959 3*+42=45I 901 6331 142681 2676 *NOTE ANY CREDITS USED IN CALCULATIONS: INTERIOR (3) OTHER COMMENTS: LANDSCAPE PARKING REQUIREMENTS TOTAL PARKING AREA (SF) 79435.2 TOTAL STALLS (SF) 25740 % OF PARKING AREA ARE STALLS 32.4 REQUIRED PARKING LANDSCAPE (SF) 2860 PROVIDED PARKING LANDSCAPE (SF) 8544.5 �- , -WZ 0 20 40 g0 0 W ❑ wZ ~o Z 06 Y U Z LU 0 o� LL r• N [V m o0 �Lf) r- �N w¢¢ Nx a w oED mz M z ¢ N INUw rE� MEN MEN Now z a U W uLI w ❑ F- (p O a W rr- z PRELIMINARY FOR INTERIM REVIEW ONLY THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: JAMES R. KINDRED 2255 NAME R.L.A. NO. DATE 07/27/2023 PROJECT NO.: 54063 ISSUED: JULY, 2023 DRAWN BY: PK CHECKED BY: J RK SCALE: AS SHOWN SHEET TITLE LANDSCAPE PLAN L1 .01 -- 0 L0 O > Q M co IY W to Z) Q 0 LLI M N 0 N r` N u.i Q M 0 0 0 CURB (TYP.) M SHRUB (REF. DETAIL) STEEL EDGE TURF r TERMINUS OF 60' PARKING ROW CURB CURB (TYP.) M SHRUB (REF. DETAIL) STEEL EDGE TURF ALTERNATE TERMINUS OF 60' PARKING ROW CURB (TYP.) SHRUB (REF. DETAIL) I STEEL EDGE w Z) Z) CURB INLET I l 60' PARKING WITH CURB INLET —TURF— CURB (TYP.) STEEL EDGE SHRUB (REF. DETAIL) TERMINUS OF 90' PARKING ROW CURB (TYP.) SHRUB (REF. DETAIL) I STEEL EDGE w D_ CURB INLET 1 ALTERNATE 60' PARKING WITH CURB INLET (") SEE SHRUB PLANTING DETAIL FOR DIMENSIONS. REFERENCE PLANT MATERIAL LIST FOR PLANT TYPES AND LOCATIONS. GENERAL STEEL EDGE ALIGNMENT EXAMPLES N.T.S. STEEL ED, TURF SOE OR SEED 1-1/2" BELI TOP OF STEEL TOPSOIL STEEL S^^� 12" STEEL EDGE STAKE, TYP. 12" STEEL SPLICING — EDGING STAKE (SEE NOTE #3 BELOW) SHREDDED — BARK MULCH 2" STEEL — EDGE STAKE BEND STEEL EDGE AT TURF A 90' ANGLE AND STAKE IN PLACE WITH ANGLE CUT OF EXPOSED CORNER AS SHOWN BELOW CURB OR SIDEWALK TERMINUS OPTION 'A' TOP VIEW CUT EXPOSED EDGE AT AN ANGLE 1/2" BELOW TOP OF CURB OR SIDEWALK ,M CURB OR SIDEWALK TERMINUS OPTION 'B' SIDE VIEW NOTES: 1. INSTALL STEEL EDGING TO UTILIZE FULL SECTIONS UNLESS CONTROLLED OTHERWISE WITH PLAN SHEET DIMENSIONS. 2. CUT STEEL EDGING AT AN ANGLE TO ACHIEVE A FINISHED STEEL EDGE HEIGHT OF 1/2" BELOW THE TOP OF ADJACENT HARDSCAPE. 3. IF STAKING IS NOT AVAILABLE WITHIN 12" OF THE EDGING TERMINATION, INSTALL A SPLICING EDGING STAKE WITHIN 6" OF THE TERMINATING EDGE AS SHOWN WITH OPTION 'B' 4. WHERE POSSIBLE, EDGE TERMINATION SHALL BE INSTALLED AS SHOWN IN TERMINUS OPTION 'A'. STEEL EDGE TERMINATION N.T.S. I 1 8" PIT PLAN- SHF 4' (REF. LAND \LL 1ULCH LOCK DISTURBED BGRADE 'EXISTING ,.WIDE GOOD PERCOLATION AND POSITIVE DRAINAGE NOTE: 1. SEE LANDSCAPE NOTES FOR THE TYPE OF WEED BLOCK AND MULCH MATERIAL TO USE. 2. OMIT WEED BLOCK WHEN PLANT SPACING IS 18" O.C. OR LESS SHRUB / GROUNDCOVER PLANTING & SPACING N.T.S. (3) TEE POST _ _ TREE TRUNK 1/3 (120°� / WHITE HEIGHT VARIES FLAGGING (SEE PLANT LIST \ a ARBORTIE / LIMITS OF ROOT BALL LIMITS OF HOLE PLAN VIEW OUTER EDGE OF SAUCER EXISTING GROUND CUT BACK SLOPE WHITE FLAGGING (TYP.) TO PROVIDE A FLAT SURFACE ARBORTIE (PER MANUFACTURER I II OR PLANTING INSTALLATION INSTRUCTIONS) —III-- 4" MULCH OVER WEED BLOCK IIII—I I / CREATING A 4 INCH DEEP SAUCER ROOT BALL —_ BACKFILL MIX DEPTH -1 =111=III=1 _ III III 6' STEEL TEE POST (3 @ 120°) �II—III— 6" DEPTH II III III III III III III II III III III III III III III —III-111—I UNDISTURBED SUBSOIL II III II III III -7111— I —III —III —III —III —III —III —I —III— -III—III—III—III—III—III—III—I I —I 1 I_ II III III II III - REMOVE BURLAP &ROPE NOTE: FROM TOP 1/3 OF THE BALL SEE LANDSCAPE NOTES FOR THE TYPE OF WEED BLOCK AND MULCH MATERIAL TO USE. TREE PLANTING ON A SLOPE N.T.S. SPECIFIED BED BORDER 2.5' MIN. 2.5' MIN. OR AS OTHERWISE OR AS OTHERWISE SPECIFIED ON PLAN SPECIFIED ON PLAN EDGE OF SPECIFIED BED BORDER NOTE: SEE LANDSCAPE NOTES AND SHRUB PLANTING AND SPACING DETAIL FOR INSTALLATION. SHRUB DISTANCE FROM EDGE OF BED N.T.S. 2"x2" UNTREATED CROSS MEMBER TO A LENGTH TO SPAN OPEN PIT — \ 2"x2" STAKE � (UNTREATED) HEIGHT VARIES ARBORTIE (SEE PLANT LIST) h TREE TRUNK LIMITS OF ROOT BALL/ INNER EDGE hl OF SAUCER LIMITS OF HOLE PLAN VIEW ARBORTIE OUTER EDGE STRAP PLACE TOP OF ROOT BALL OF SAUCER 3/4" WHITE MIN. 1" -MAX. 2" ABOVE GRADE OR GRAY PVC SLEEVE 2" MULCH CREATING A 24" LONG 4" DEEP SAUCER APPLY DOWNWARD PRESSURE TO CROSS MEMBER AND CONNECT TO STAKE WITH 3" WOOD SCREW 2"x2" UNTREATED CROSS ROOT BALL_ MEMBER TO A LENGTH TO DEPTH III III— SPAN OPEN PIT _i (IIII III 2"x2" UNTREATED STAKE TO A 6" DEPTH_ _ _ _ _ _ _ _ I DEPTH WITHIN FIRM SUBSOIL TO HOLD TREE IN PLACE I I II � I I I— —III—III—III—III—III—I I I I I I, = III III III III III III III III BACKFILL MIX IIII UNDISTURBED SUBSOIL III REMOVE BURLAP & ROPE NOTE: FROM TOP 1/3 OF THE BALL 1. ARBORTIE SHOULD ONLY BE USED AS A REMEDIAL MEANS TO PLUMB A TREE WHEN THE PRIMARY BELOW GRADE STAKING CAN NO LONGER BE ADJUSTED EFFECTIVELY AND CONDITIONS ARE WARRANTED BY THE LANDSCAPE ARCHITECT. 2. SEE LANDSCAPE NOTES FOR THE TYPE OF WEED BLOCK AND MULCH MATERIAL TO USE. TREE PLANTING N.T.S. LANDSCAPE PROJECT NOTES Re er to S tewor Spec cat ons or all In or at on needed or landscape wor Not Landscape Arch tect or des gnated representat e o an la out d screpanc es or an cond t on wh ch a proh b t the nstallat on as shown. Ver and locate all ut I t es and s to I ght ng condu is be ore landscape construct on beg ns. Protect on o all ut I t es s the respons b I t o the Contractor. All landscape plant ng areas Ilustrated shall be graded s ooth w th three nches (3") o topso I and three nches (3") o co post appl ed and cons stentl blended (t Iled) to a depth o n ne nches (9") . I ade uate or su c ent topso I s not a a lable on s te, the Contractor shall pro de topso I per the spec cat ons and appro ed b the Owner. To obta n nal grade, exca at on a be necessar to accept the re u red depth o topso I/co post x w th sur ace dress ng or ulch. All beds shall be crowned to ant c pate settle ent and ensure dra nage w thout d srupt ng surround ng planned dra nage paths. An areas d sturbed or an reason pr or to nal acceptance o the pro ect shall be corrected b the Contractor at no add t onal expense to the Owner. All landscaped areas w 11 be rr gated w th an underground auto at c s ste . Quant t es shown on these plans are or re erence onl . Plant spac ng s as nd cated n the Plant Mater al L st unless otherw se noted. The Contractor has ull respons b I t to pro de cc erage n all plant ng areas as spec ed. All trees and shrubs shall be nstalled per plant ng deta Is. Trees shall be planted at least a eet (6) ro an ut I t I ne or s dewal , to the outs de o ut I t ease ents w th a clear ten eet (10') around re h drants and twent eet (20') n. ro all rr gat on control one eter boxes, etc. Further ore, plant ng w th n areas o tur shall g e pr or t o locat on to rr gat on. Trees, shall not be planted w th n e eet (5) o a spra head or ten eet (10') o a rotor. Re a n ng rr gat on co ponents shall respect the locat on o the Ilustrated landscape des gn. Shrubs, regardless o t pe, shall not be planted w th n th rt nches (30") o bed per eters. All plant ater al shall be a nta ned n a health and grow ng cond t on, and ust be replaced w th s Iar ar et and s e da aged or re o ed. Conta ner grown plant ater al s pre erred, howe er ball and burlap ater al a be subst tuted as nd cated n the plant ater al I St. All plant ng beds as des gnated shall be bordered b Owner appro ed our nch (4") steel edg ng w/ 3/6" n. th c ness unless bed s bordered b concrete. Steel edg ng ad acent to deco posed gran to beds shall ha e a %4" n. th c ness. Ter nate edg ng lush w th pa ed sur ace w th no sharp corners exposed. A our nch (4") dress ng o Shredded hardwood ulch o er a 4.1 o , wo en pot prop Iene, needle -punched abr c or e ual weed barr er shall be used n all plant beds and around all trees and w th n all beds w th plants spaced 18" o.c. or greater. S ngle trees or shrubs shall be ulched to the outs de edge o the saucer or landscape stand (See plant ng deta Is). Fert I e all plants at the t e o plant ng w th 10-10-10 t e release ert I er. All areas o deco posed gran to shall be o er a 4.1 o , wo en pot prop Iene, needle -punched abr c or a ual weed barr er o locall a a lable ater al, nstalled to a co pacted depth o three nches (3") to be lush w th the top o curb, pa ed sur ace, SOD PROJECT NOTES EROSION CONTROL: Throughout the pro ect and the a ntenance per od or tur grass, t s the Contractor's respons b I t to a nta n the topso I n place at spec ed grades. Topsoil and turfgrass losses due to erosion or any disturbance from construction activity will be replaced by the Contractor until ESTABLISHMENT and ACCEPTANCE is achieved. SOIL PREPARATION: All slopes and areas d sturbed b construct on, except those occup ed b bu Id ngs, structures, or pa ng shall be graded s ooth and our (4") nches o topso I appl ed. I ade uate topso I s not a a lable ons te, the Contractor shall pro de topso I as appro ed b the Owner. The area shall be dressed to t p cal sect ons and plowed to a depth o e (5") nches. So I shall be urther prepared b the re o al o debr s, weeds and stones larger than 3/4 nch n d a eter. A ter t Ilage and clean ng, all areas to rece e tur shall be le eled, ne graded, and drug w th a we ghted sp e harrow or loat drag. GRASS SOD: Tur grass sod shall be 100% "C nodon dact Ion" (Co on Ber uda grass). Sod shall cons st o stolons, lea blades, rh o es and roots w th a health , r le s Ste o dense, th c I atted roots throughout the so I o the sod or a th c ness not less than three- uarters (3/4") nch. Sod shall be al e, health , gorous, ree o nsects, d sease, stones, and undes rable ore gn ater als and grasses. The grass shall ha e been owed pr or to sod cutt ng so that the he ght o grass shall not exceed two (2") nches. Sod shall ha e been produced on grow ng beds o cla -loa topso I. Sod shall not be har ected or planted when is o sture cond t on s so excess el wet or dr that is sur al w II be a ected. All sod s to be har ested, del ered, and planted w th n a th rt -s x (36) hour per od o t e. Sod shall be protected ro exposure to w nd, sun, and ree ng. Should nstallat on occur between No e ber and March, sod shall nclude an o er-seed o Annual R e or a grown- n appearance. IRRIGATION: In the absence o an rr gat on s ste or areas be and the co erage I is o a per anent rr gat on s Ste , Contractor shall water sod to porar I to de elop ade uate growth and establ sh ent be ore regular a ntenance beg ns. Tur shall be watered unt I r I establ shed. Water shall be urn shed b the Contractor w th eans and ethods a a lable to ach e e acceptable tur . The water source shall be clean and ree o ndustr al wastes or other substances har ul to the growth o the tur . MAINTENANCE REQUIREMENTS: Vegetat on should be nspected regularl to ensure that plant ater al s establ shed properl and re a ns health . Mow ng, tr ng and super s on o water appl cat ons shall be the respons b I t o the Contractor unt I the Owner or Owner's Representat e accepts and assu es regular a ntenance. ESTABLISHMENT AND ACCEPTANCE: All d sturbed areas rec a ng sod shall rece e topso I as spec ed and be ade uatel establ shed w th tur such that an absence o water w II not II the tur , but pro ote a state o tur dor anc , unt I the next ra n all a ent. Regardless o unseasonable cl at c cond t ons or other ad erse cond t ons a ect ng plant ng operat ons and the growth o the tur grass, t shall be the sole respons b I t o the Contractor to establ sh a un or stand o grass. UNIFORM STAND OF GRASS s de ned as n u 80% co erage per s uare oot (no bare areas). Contractor to a e a wr tten re uest or nspect on to Owner or Owner's representat e a n u o 5 da s pr or to the ant c pated nspect on date. 0 20 40 80 ry 0 U Q� xz W 0 wz D 06 w0 Y N Qz = LU o/ O 0 ::) 0 cnF--- olf Q J H L0 N N oL0 �I— oU) w U) X o two O(0 mZOf Qzr m z (if N oUw z O o_ U U) w 0 Z w O o ULU O PRELIMINARY FOR INTERIM REVIEW ONLY THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: JAMES R. KINDRED 2255 NAME R.L.A. NO. DATE 07/27/2023 PROJECT NO.: 54063 ISSUED: JULY, 2023 DRAWN BY: PK CHECKED BY: JRK SCALE: AS SHOWN SHEET TITLE LANDSCAPE DETAILS AND NOTES L1.02 X X X O Q M M fY W U) e0 M It W LOT 1R, BLOCK 1 GATEWAY CHURCH ADDITION CABINET A, SLIDE 7866 ZONING. CS CD LUD. OFFICE COMMERCIAL m J r - p � ti✓ � 0 OI 7 C 40r I 0(D41 I w N I o � - °o I o C" 00 ° moo; w 0- ° 4 N LL N C o co Cn OD `D f �N CO LINE oc o ILL J N CD I ° N o N 60' R.O.W. DEDICATION LOT 1R, BLOCK 1 CARROLL ISD NO. 4 ADDITION ° CABINET A, SLIDE 13019 ° o ZONING. CS LUD. ° PUBLIC/SEMI-PUBLIC, I i L I 1 4J ° D- 4, J ° EX. 8" SANITARY SEWEF - - - - - - - - 8' MASONRY FENCE K. 8" 8ANITy SEWER LQ C�� AM PROPERTY LINE N� DO N N vcx N '�.,, 00 M �X��5' RCBC N N m X EX. 30" RCP EXISTING C2 EX. 36" 1 N J o N N I o;mil N 51 I p 4 p Q p p 4 Y I G % (D 1-t M�"� � I'V�' CD i 1•'1t 1 1 41 (Dn J' -P, C 01 �' • •'�' ' Ib J ° N ° ° N 4 , • o ° ° • VJ A p �4N ••Y 1 �- •' J ° o Cr O� � O� � 11• 1Y•°° 1 4� U I6(D J °- U o a . J p ° o I J � °N o (� 0 41 ���. o o � 4 CP 1 U _ , l! o No o 00 ' T pC I Q CA EA 4� 1 I o3W CO o o W✓� 1✓ ° Q ' �i.1 W���4,,, ,....✓✓//i Ui C,� 4 N • e • fin/ o b 1 'y; 4 J .0 w wCi° I 4� I 1 ° �• - t CD 0 �EX. 18" RCP U 1J I I I I S. VILLAGE CENTER DRIVE TREE CONSERVATION LEGEND � LEL 1 °• �1, '• I : , 1 II I• . 'L. '• 1 1 • dI '1 1 I. z. L � , ;I I •1 ti• .ry L • • L II �• I' 400'� I 1 I Ll �.. 'I 1 ,11 • ti 11 ,1 9" S Q. FT. �N 196 7.8a2 "ZRESC) } ILL LO GIf U) (REMAIN ER OF 06 (.0t' •1 ALLED 11.208 ACRE TRACTS cn II GREENWAY-1709/ELEVEN oO U LL •Z\-,) .1 PT. NOD 9710 628 J _ 1 �i. IIIIIIIIII -� EX. 8" WATER LINE EX. 8" WATER LINE EXin RrP w w EX. 30" RCP _ U J EX. l' _EX. U.G.E. \ 30 m / < 30' COMMON ACCESS, UTILITY m Lu �� io AND DRAINAGE EASEMENT w I I m N y >i w PROPERTY LINE y ICI iz� 1 I� m f o EXISTING TREE TO BE REMOVED 2 f o EXISTING TREE TO BE REMAIN 4 f o OFF -SITE TREE TO REMAIN 4 EXISTING TREE TO POTENTIALLY REMAIN TREE CANOPY AREA TP LIMITS OF TREE PROTECTION (PER METHOD AS APPROPIATE) (PER CITY OF SOUTHLAKE STANDARDS 4 a 4 0 CONCRETE D PAVEMENT D X N N < S I ER m o ° ° AOZ cyl m PROPERTY LINE PROP. DETENTION BASIL I i 100-YR WSE = 616.65 620 0 II I I I I x N m1 I 0')4 1 N N n 1 1 Cn N I° 1 I co �I I W N L 4 I I I I 7 N 1 o UT ° (D 44 N (D -4 4Of III I EX. 42P EX. 8" WATER LINE CONCRETE PAVEMENT - \ EX. U.G E. / V�4 EX. U.G.E. TREE TABULATIONS GROSS SITE AREA 293,050 SF EXISTING TREE CANOPY AREA: 116,165 SF % OF SITE AREA: 39.64% TOTAL DBH: 2214 IN EXISTING TREE CANOPY PROPOSED TO BE REMOVED 111,131 SF AREA: % OF TREE CANOPY AREA: 95.66% TOTAL DBH: 2109 IN EXISTING TREE CANOPY PROPOSED TO REMAIN 5,041 SF AREA: % OF TREE CANOPY AREA: 4.34% TOTAL DBH: 105 IN NOTE: TREE CANOPY CALCULATION ARE APPROXIMATE BASED ON TREE LOCATION FROM TREE SURVEY COMBINED WITH AERIAL IMAGERY NOTE : TREE CANOPY CALCULATION EXCLUDES ALL RIGHT OF WAY AND OFF -SITE TREE CANOPY/AREA FROM NEIGHBORING PROPERTIES BENCHMARK LIST POINT # NORTHING (Y) EASTING (X) ELEVATION DESCRIPTION 101 7,027,898.05 2,392,603.80 629.77 SXTP 102 7,028,201.15 2,392,556.93 632.14 SXTP 103 7,028,809.76 2,392,598.36 617.94 SXTP 1 11 I I I I I 1 1 I I EXISTING CONCRETE PAVEMENT I I I1 I I I I I I 1 I I I 1 I I I 1 I I I 1 I II I I I I I I I I I 1 I I I I /LOT 1�BLOCK4 �-KIMBAL-L -OAKS ADDITION INST. NO. D214263624 o ZONING. SP1 LUD. RETAIL COMMERCIAL 0 CARUSLE n O o Z f C51! WESTWOOD m EASTWOOD S BRAIR W OD CHERRY KIMBALL KIMBALL LUESONNET SHADY OROOkFO y �4 o m Z z �M � o COMMERCE BANK LOCATION MAP NOT TO SCALE TREE SURVEY DEMOLITION TABLE Tag ID Common Name Scientific Name DBH (in) Trunks Condition 41 Pecan Carya illinoinensis 22.5 Good 59 Pecan Carya illinoinensis 18.5 2X Good 60 Pecan Carya illinoinensis 18.5 2X Good 61 Pecan Carya illinoinensis 21 4X Good 62 Pecan Carya illinoinensis 16 2X Good 63 Pecan Carya illinoinensis 18.5 2X Good 64 Pecan Carya illinoinensis 24 2X Good 67 Pecan Carya illinoinensis 19.5 3X Good 68 American elm Ulmus americana 27 5X Good 69 Sugar hackberry Celtis laevigata 15.5 3X Good 70 Black willow Salix nigra 9.5 2X Good 71 Black willow Salix nigra 7.5 3X Good 72 Black willow Salix nigra 6.5 2X Good 73 Black willow Salix nigra 7.5 2X Good 74 Black willow Salix nigra 7.5 Good 75 Black willow Salix nigra 8.5 2X Good 76 Black willow Salix nigra 10.5 3X Good 77 Black willow Salix nigra 9.5 2X Good 78 Black willow Salix nigra 9 2X Good 79 Eastern red cedar Juniperus virginiana 15.5 Good 80 Eastern red cedar Juniperus virginiana 12.5 Good 81 Sugar hackberry Celtis laevigata 12 Good 82 Black willow Salix nigra 20 2X Good 83 Sugar hackberry Celtis laevigata 12.5 Good 84 Live oak Quercus virginiana 17 5X Good 85 Cedar elm Ulmus crassifolia 8 Good 86 Pecan Carya illinoinensis 17 Good 87 Pecan Carya illinoinensis 28 5X Good 88 Pecan Carya illinoinensis 11 Good 89 Pecan Carya illinoinensis 13.5 Good 90 Pecan Carya illinoinensis 21 2X Good 93 Live oak Quercus virginiana 6 Good 94 Live oak Quercus virginiana 8.5 4X Good 95 Eastern red cedar Juniperus virginiana 6.5 Good 96 Live oak Quercus virginiana 8.5 2X Good 97 Eastern red cedar Juniperus virginiana 6 Good 98 Eastern red cedar Juniperus virginiana 7.5 Good 99 Water oak Quercus nigra 6 Good 100 Eastern red cedar Juniperus virginiana 7.5 Good 101 Eastern red cedar Juniperus virginiana 7 Good 102 Sugar hackberry Celtis laevigata 7.5 I Good 103 Pecan Carya illinoinensis 8.5 Good 104 Sugar hackberry Celtis laevigata 7 Good 105 American elm Ulmus americana 12 Good 106 Pecan Carya illinoinensis 8.5 Good 107 Pecan Carya illinoinensis 8 Good 108 American elm Ulmus americana 6 Good 109 Pecan Carya illinoinensis 11.5 Good 110 American elm Ulmus americana 11.5 Good 111 Eastern red cedar Juniperus virginiana 13 3X Good 112 American elm Ulmus americana 26.5 2X Good 113 Sugar hackberry Celtis laevigata 13 Good 114 American elm Ulmus americana 16.5 Good 115 American elm Ulmus americana 21.5 4X Good 116 American elm Ulmus americana 28 2X Good 117 Sugar hackberry Celtis laevigata 7.5 2X Good 118 Pecan Carya illinoinensis 13 2X Good 119 Pecan Carya illinoinensis 7 Good 120 Pecan Carya illinoinensis 13.5 2X Good 121 Pecan Carya illinoinensis 15 2X Good 122 Pecan Carya illinoinensis 7 Good 123 American elm Ulmus americana 14.5 2X Good 124 Sugar hackberry Celtis laevigata 6.5 Good 125 Pecan Carya illinoinensis 12 Good 126 Sugar hackberry Celtis laevigata 16.5 Good 127 American elm Ulmus americana 8.5 2X Good 128 American elm Ulmus americana 21.5 3X Good 129 Blackjack oak Quercus marilandica 6.5 Good 130 Sugar hackberry Celtis laevigata 12.5 2X Good 131 Bradford pear Pyrus calleryana 9 Good 132 American elm Ulmus americana 13.5 Good 133 American elm Ulmus americana 41 3X Good 134 Sugar hackberry Celtis laevigata 8.5 Good 135 Pecan Carya illinoinensis 7 Good 136 Blackjack oak Quercus marilandica 6 Good 137 Pecan Carya illinoinensis 16.5 Good 138 Pecan Carya illinoinensis 7 Good 139 Pecan Carya illinoinensis 12.5 Good 140 Pecan Carya illinoinensis 8.5 Good 141 Pecan Carya illinoinensis 6.5 Good 142 American elm Ulmus americana 10.5 3X Good 143 Sugar hackberry Celtis laevigata 6.5 2X Good 144 American elm Ulmus americana 14.5 2X Good 145 Sugar hackberry Celtis laevigata 11.5 6X Good 146 Cedar elm Ulmus crassifolia 12.5 2X Good 147 Sugar hackberry Celtis laevigata 10 Good 148 Cedar elm Ulmus crassifolia 6.5 Good 149 American elm Ulmus americana 6.5 3X Good 150 Mesquite Prosopis glandulosa 33 10X Good 151 American elm Ulmus americana 9.5 2X Good 152 American elm Ulmus americana 8.5 Good 153 American elm Ulmus americana 12.5 Good 154 American elm Ulmus americana 6 2X Good 155 Pecan Carya illinoinensis 6 Good 156 American elm Ulmus americana 7.5 Good 157 American elm Ulmus americana 6 Good 158 Gum bumelia Sideroxylon lanuginosum 6 2X Good 159 Pecan Carya illinoinensis 7 Good 160 Sugar hackberry Celtis laevigata 8 Good 161 American elm Ulmus americana 16 Good 162 American elm Ulmus americana 10 3X Good 163 Sugar hackberry Celtis laevigata 18 3X Good 164 American elm Ulmus americana 6 Good 165 Osage orange Maclura pomifera 13 3X Good 166 Pecan Carya illinoinensis 9.5 Good 167 American elm Ulmus americana 11 Good 168 Bradford pear Pyrus calleryana 11.5 3X Good 169 Live oak Quercus virginiana 14.5 2X Good 170 Eastern cottonwood I Populus deltoides 7.5 1 IGOod ENGINEER HALFF ASSOCIATES, INC. 1201 N. BOWSER ROAD RICHARDSON, TX 75081 CONTACT: PAUL BARTEL EMAIL:PBARTEL@HALFF.COM TEL:(214)984-7321 171 Eastern cottonwood Populus deltoides 9 2X Good 172 Eastern cottonwood Populus deltoides 9 3X Good 173 Pecan Carya illinoinensis 8.5 Good 174 Sugar hackberry Celtis laevigata 10 3X Good 175 American elm Ulmus americana 14.5 2X Good 176 Pecan Carya illinoinensis 6 Good 177 Bradford pear Pyrus calleryana 13 2X Good 178 American elm Ulmus americana 7 Good 179 Live oak Quercus virginiana 6 2X Good 180 American elm Ulmus americana 7 2X Good 181 Sugar hackberry Celtis laevigata 17.5 3X Dead 182 Pecan Carya illinoinensis 7 Good 183 Pecan Carya illinoinensis 15 Good 184 Sugar hackberry Celtis laevigata 9 Good 185 Eastern red cedar Juniperus virginiana 6 Good 186 Eastern red cedar Juniperus virginiana 8 Good 187 Eastern red cedar Juniperus virginiana 7 Good 188 Sugar hackberry Celtis laevigata 12 3X Good 189 Live oak Quercus virginiana 7 Good 190 American elm Ulmus americana 7 Good 191 Post oak Quercus stellata 6.5 Good 192 American elm Ulmus americana 6.5 Good 193 Hercules club Zanthoxylum clava-herculis 6 Good 194 Hercules club Zanthoxylum clava-herculis 6.5 Good 195 American elm Ulmus americana 20 Good 196 Sugar hackberry Celtis laevigata 10 Good 197 Pecan Carya illinoinensis 6.5 Good 198 Pecan Carya illinoinensis 6 Good 199 Live oak Quercus virginiana 7 Good 200 Live oak Quercus virginiana 7 2X Good 201 Live oak Quercus virginiana 7 Good 202 Live oak Quercus virginiana 9 Good 203 Pecan Carya illinoinensis 10 Good 204 American elm Ulmus americana 44.5 4X Good 205 Eastern red cedar Juniperus virginiana 15 Good 206 Bradford pear Pyrus calleryana 8 2X Good 207 Sugar hackberry Celtis laevigata 8 2X Good 208 Sugar hackberry Celtis laevigata 6 3X Good 209 American elm Ulmus americana 6 Good 210 American elm Ulmus americana 8 2X Good 211 American elm Ulmus americana 8 Good 212 American elm Ulmus americana 9.5 2X Good 213 American elm Ulmus americana 9 Good 220 American elm Ulmus americana 15.5 3X Good 221 American elm Ulmus americana 10 Good 222 American elm Ulmus americana 6 Good 223 Sugar hackberry Celtis laevigata 13.5 4X Good 224 American elm Ulmus americana 7.5 Good 225 American elm Ulmus americana 18 3X Good 226 American elm Ulmus americana 10 Good 227 American elm Ulmus americana 28 Good 228 American elm Ulmus americana 16.6 Good 229 Pecan Carya illinoinensis 10 2X Good 230 Pecan Carya illinoinensis 21.5 2X Good 231 Pecan Carya illinoinensis 25.5 2X Good 232 Eastern cottonwood Populus deltoides 7.5 Good 233 Live oak Quercus virginiana 12.5 3X Good 234 Hercules club Zanthoxylum clava-herculis 8 4X Good 235 American elm Ulmus americana 7.5 Good 236 American elm Ulmus americana 12.5 3X Good 240 American elm Ulmus americana 7 Good 241 American elm Ulmus americana 7 Good 254 American elm Ulmus americana 8.5 3X Good 258 Lacebark elm Ulmus parvifolia 13 SX Good 292 Eastern cottonwood Populus deltoides 8 2X Good 293 Eastern cottonwood Populus deltoides 6.5 Good 294 Eastern cottonwood Populus deltoides 9 2X Good 295 Eastern cottonwood Populus deltoides 7.5 Good 296 Eastern cottonwood Populus deltoides 6.5 2X Good 297 Eastern cottonwood Populus deltoides 7 2X Good 298 Eastern cottonwood Populus deltoides 7.5 Good 299 Eastern cottonwood Populus deltoides 7 Good 91 Pecan Carya illinoinensis 19 Good 92 Pecan Carya illinoinensis 19.5 3X I Good TREE SURVEY REMAINING TABLE Tag ID Common Name Scientific Name DBH (in) Trunks Condition 58 Sugar hackberry Celtis laevigata 6 Good 65 Lacebark elm Ulmus parvifolia 25.5 6X Good 272 Pecan Carya illinoinensis 16.5 2X Good 273 American elm Ulmus americana 39.5 3X Good 290 American elm Ulmus americana 17.5 Good OWNER FLOOR & DECOR 2500 WINDY RIDGE PKWY SE ATLANTA, GA 30339 CONTACT: PHILIP COCHRAN EMAIL:PHILIP.COCHRAN@FLOORANDDECOR.COM TEL:(770)617-4262 TREE SURVEY OFFSITE TABLE Tag ID Common Name Scientific Name DBH (in) Trunks Condition 1 Live oak Quercus virginiana 8.5 2X Good 2 Lacebark elm Ulmus parvifolia 11 3X Good 3 Lacebark elm Ulmus parvifolia 6.5 2X Good 4 Sugar hackberry Celtis laevigata 6 2X Good 5 Sugar hackberry Celtis laevigata 8 2X Good 6 Live oak Quercus virginiana 6 2X Good 7 Lacebark elm Ulmus parvifolia 11 2X Good 8 Pecan Carya illinoinensis 19 3X Good 9 Sugar hackberry Celtis laevigata 21.5 5X Good 10 Sugar hackberry Celtis laevigata 12 3X Good 11 Sugar hackberry Celtis laevigata 23 5X Good 12 Pecan Carya illinoinensis 18 Good 13 Sugar hackberry Celtis laevigata 9 Good 14 Pecan Carya illinoinensis 17 2X Good 15 Pecan Carya illinoinensis 6.5 Good 16 American elm Ulmus americana 6.5 Good 17 Red mulberry Morus rubra 6 4X Good 18 Pecan Carya illinoinensis 6 Good 19 American elm Ulmus americana 11.5 2X Good 20 American elm Ulmus americana 11 Good 21 Sugar hackberry Celtis laevigata 12 3X Good 22 American elm Ulmus americana 17 2X Good 23 Sugar hackberry Celtis laevigata 7 Good 24 American elm Ulmus americana 8.5 Good 25 Eastern cottonwood Populus deltoides 11 Good 26 Eastern cottonwood Populus deltoides 22 Good 27 Sugar hackberry Celtis laevigata 13.5 Good 28 Pecan Carya illinoinensis 7 Good 29 Sugar hackberry Celtis laevigata 14 Good 30 Lacebark elm Ulmus parvifolia 13.5 3X Good 31 Bradford pear Pyrus calleryana 7.5 2X Good 32 Lacebark elm Ulmus parvifolia 7.5 Good 33 Pecan Carya illinoinensis 13.5 2X Good 34 Pecan Carya illinoinensis 16.5 3X Good 35 Pecan Carya illinoinensis 12.5 Good 36 Sugar hackberry Celtis laevigata 9.5 Good 37 Sugar hackberry Celtis laevigata 11 2X Good 38 Sugar hackberry Celtis laevigata 7.5 2X Good 39 Sugar hackberry Celtis laevigata 10.5 Good 40 Eastern red cedar Juniperus virginiana 6.5 Good 42 Sugar hackberry Celtis laevigata 8 Good 43 Sugar hackberry Celtis laevigata 7.5 Good 44 Sugar hackberry Celtis laevigata 9.5 2X Good 45 Sugar hackberry Celtis laevigata 9 Good 46 Sugar hackberry Celtis laevigata 7 2X Good 47 Hercules club Zanthoxylum clava-herculis 6 Good 48 Sugar hackberry Celtis laevigata 11 2X Good 49 Sugar hackberry Celtis laevigata 7 Good 50 Eastern cottonwood Populus deltoides 16.5 Good 51 Eastern cottonwood Populus deltoides 22.5 Good 52 Black willow Salix nigra 33 Good 53 Sugar hackberry Celtis laevigata 7 Good 54 Lacebark elm Ulmus parvifolia 13.5 4X Good 55 Lacebark elm Ulmus parvifolia 8.5 2X Good 56 Lacebark elm Ulmus parvifolia 8 Good 57 Lacebark elm Ulmus parvifolia 7.5 2X Good 66 American elm Ulmus americana 17.5 6X Good 214 American elm Ulmus americana 12.5 3X Good 215 American elm Ulmus americana 10 Good 216 American elm Ulmus americana 7 Good 217 American elm Ulmus americana 10 Good 218 American elm Ulmus americana 13.5 3X Good 219 American elm Ulmus americana 7 Good 237 American elm Ulmus americana 7 Good 238 American elm Ulmus americana 6.5 Good 239 American elm Ulmus americana 7.5 Good 242 Pecan Carya illinoinensis 24.5 2X Good 243 Cedar elm Ulmus crassifolia 5 Good 244 Cedar elm Ulmus crassifolia 5 Good 245 Cedar elm Ulmus crassifolia 5 Good 246 Cedar elm Ulmus crassifolia 4.5 Good 247 Cedar elm Ulmus crassifolia 5.5 Good 248 Pecan Carya illinoinensis 22.5 2X Good 249 Cedar elm Ulmus crassifolia 5.5 Good 250 Live oak Quercus virginiana 5.5 Good 251 Live oak Quercus virginiana 5.5 Good 252 Live oak Quercus virginiana 5.5 Good 253 Willow oak Quercus phellos 5.5 Good 255 Live oak Quercus virginiana 6 Good 256 Eastern red cedar Juniperus virginiana 7 2X Good 257 Lacebark elm Ulmus parvifolia 8.5 SX Good 259 Sugar hackberry Celtis laevigata 13.5 Good 260 Sugar hackberry Celtis laevigata 9 2X Good 261 Sugar hackberry Celtis laevigata 10 Good 262 Sugar hackberry Celtis laevigata 7 Good 263 Sugar hackberry Celtis laevigata 11 2X Good 264 Sugar hackberry Celtis laevigata 13 6X Good 265 American elm Ulmus americana 15.5 Good 266 Sugar hackberry Celtis laevigata 9 Good 267 Sugar hackberry Celtis laevigata 7 Good 268 Sugar hackberry Celtis laevigata 10.5 Good 269 Sugar hackberry Celtis laevigata 11.5 3X Good 270 Sugar hackberry Celtis laevigata 13 2X Good 271 Sugar hackberry Celtis laevigata 12 2X Good 274 Sugar hackberry Celtis laevigata 10 3X Good 275 Sugar hackberry Celtis laevigata 11 3X Good 276 Sugar hackberry Celtis laevigata 6 2X Good 277 Sugar hackberry Celtis laevigata 14 Good 278 Sugar hackberry Celtis laevigata 9 Good 279 Sugar hackberry Celtis laevigata 15 2X Good 280 Sugar hackberry Celtis laevigata 25 7X Good 281 Sugar hackberry Celtis laevigata 20 6X Good 282 Sugar hackberry Celtis laevigata 9.5 Good 283 Sugar hackberry Celtis laevigata 9.5 3X Good 284 Sugar hackberry Celtis laevigata 12.5 SX Good 285 Sugar hackberry Celtis laevigata 9.5 3X Good 286 Sugar hackberry Celtis laevigata 6.5 Good 287 Sugar hackberry Celtis laevigata 16.5 SX Good 288 Chinese pistache Pistacia chinensis 10.5 2X Good 289 Sugar hackberry Celtis laevigata 9 Good 291 Sugar hackberry Celtis laevigata 6.5 2X Good 0 50' 100' GRAPHIC SCALE - 1"=50' Qz rn O,Lw0Q� GIf G LN U 0WzX� U J 'L w z o=aw0 06 z0� i U z Q ^00 Q Z L.L Lu < J LU O O U N w O a Q��cn U_ U) 0o Q LO r- N N 00 �q �n IY CO wQ rn X o w04 O�(0 m (a c0 It o z Q N 0 FDLU N IY H- MEN ■ ■ ■ Now z O H a U C0 w Z w O 1-- W O PRELIMINARY FOR INTERIM REVIEW ONLY THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: PAULBARTEL 136395 NAME P.E. NO. DATE 8/17/23 TBPE FIRM #F-312 PROJECT NO.: 54063 CITY CASE NO.: ZA23-0042 ISSUED: AUGUST, 2023 DRAWN BY: CAD CHECKED BY: PB SCALE: AS SHOWN SHEET TITLE TREE CONSERVATION PLAN 9 x x x x x 0 Q M W U7 6j N O N 0 Q 6j Q 0 M O It z Q J D_ O z_ U z Lu LL I U Lu rn O z z O m 0 0 Q U 0 0 0 c9 O cn O O 0 LO Q 6j Q z Lu J_ L.L I ° EX. 20' STORM DRAINAGE o LOT 1R, BLOCK 1 EASEMENT GATEWAY CHURCH ADDITION (V. 14983, 405 D.R.T.C.T.) \ E? CABINET A, SLIDE 7866CD ZONING. CS EX. 15' UTILITY EASEMENTca \ 0 LUD. OFFICE COMMERCIAL 20' BUFFERYARD TYPE C EX. 15' UTILITY EASEMENT — — — — — — — — — — — — — — — — — O 50 - I — - zo N I 20' BUFFERYARD TYPE B 60' R.O.W. DEDICATION bc LOT 1R, BLOCK 1 ° oc CARROLL ISDI NO. 4 ADDITION CABINET A, SLIDE 130 ZONING. CS LUD. PUBLIC/SEMI-PUBL I I I I I O 1O EX. 15' SANITARY SEWERIEAS N (INST. NO. D214263624) IJ o EX. 29' COMMON ACCES�, UTILITY - AND DRAINAGE EASEMEINf , VILLAG (INST. NO. D214263624) 1 0 NTER DR \ 60' R.O 11 INSTR. NC. D21426 24 I N00010'55"W 592.90, 00� — — Qu o — I PROP. 8' MASONRY END OF PROP. 8' MASONRY O Iv SCREEN WALL SCREEN WALL J\ N I I � I I \ �I------------------\-� r - - - - PROPOSED DUMPSTER \ \ ENCLOSURE W/ 8' ®/ MASONRY SCREEN WALL FDC.. FA I I• I � �� I Q I I 11 I I I I I BEGINNING OF PROP, 8' MASONRY SCREEN WALL 10' MASONRY SCREEN WALL Q 4 I — I - I FLOOR & DECO 1 STORY 75078 SF. FF = 629.50 1 339,859 SQ. Ft OR . 7.802 ACRES (REMAINDER Of A CALL D 11.208 ACRE TRACT) GRE NWA Y-17091E EVEN PARTNERS, L. . INST NO D197109628 I I — I I I ri II I I I I I I I I JJ I I --- ----------------------- I --T- 1 ----------- I -- 1 — — — — — — — — — — L EX. 10' UU ILITY EASEMENT (INST. NO D214263624) 1 I I I BENCHMARK LIST POINT# NORTHING (Y) EASTING (X) ELEVATION DESCRIPTION 101 7,027,898.05 2,392,603.80 629.77 SXTP 102 7,028,201.15 2,392,556.93 632.14 SXTP 103 7,028,809.76 2,392,598.36 617.94 SXTP 10 / I - I _ I 0 N T 20' BUFFERYARD TYPE CV 7n11 ITII IT\/ CACNCIIACAIT L EX. 15' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. 214218746) 30' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 10' UTILITY EASEMENT LOT 2, BLOCK 1 KIMBALL OAKS ADDITION INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL - u rn0 — — — — — — — — — — — — — — — — - -<-------------------L--- - �I ---- o_----------- IH � I I j e — -- / �\ PROP. DETENTION BASIN 100-YRWSE=616.65 ® I II I ♦� � � � I II �pLO 1 V m C21 II po c II ° m! aCN II � UJ cj II II �Jcdz0 Imo JOQQ�NW Zvy rX II AO U / �I I I I �JE SEM pX.1 UTILIT A ,P. P. 11456 P.R.T.C.T.) II I � ❑❑ I 1 / II L�-�--I- I- ------------ + ;' S00o14'2 @I / 50.00' - - - - -- - - -- L - - - - ------- --II--- - +II I I _ i tr --- --- - I- --- I I - - - - - - - L EX. 20'STORM DRAIN E Ali EASEMENT m i (V. 1490, 405 DI.R.T.C. ) / cn O o II v co': II E�c. 15' STORM DRAINAGE L r E�SEMFNT J z II (INST. N0. D212098905) LO V ujco Lu a Vcnoa� Nm n jll C' p�64y 0 wa II EX. 15 UTILITY EASEMENT Q Z O (C F NO. D21.2098905) ca N� III I II z II cn I I I I I I I I I I II II �- - EX. 15' STORM DRAINAGE EASEMENT III 0 (INST. NO. 214218746) II I F- � a 1 r ND �=1 ,z z 0 X LOCATION MAP NOT TO SCALE SHADY II 10 BUFFERYARD TYPE B I N00°02'i6" \ 1 510.00'7I��II 1L O EX. 15' SANITARY SEWER EASEMENT — — NI — — — — EX. 15OCRV E ORM DRAINAGE \ I \\ (D S8P°4' 0 "OWO 434'� E __ 11 rlO. D212 98905) \ \ \ — S00°02'16"E N 0°02'161I— �— /EX. 20' PIPELINE EASEMENT — — — — — — — — — — — — — — EX. 10' UTILITY EASEMENT -- — —- --- ❑❑ ❑❑ - -- �)Jii - --__ -_� ---- -tom �� ♦ G -- -- ---- ---� — EX. 20' C.A.E. EX. 10' UTILITY EASEMENT (INST. NO. DiO630 1 (INST. NO. D214263624) LOT 1, BLOCK 1 / // L-/ EX. VARIABLE WIDTH COMMON ACCESS EASEMENT KIMBALL OAKS ADDITION (INST. NO. D206305192) INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL 967.50' nnARAnnl AOr%E:00I I TILITY -"v....... ... VIV lIV VLJJ, V (INST AKIP1 1' MA IAI Al I- 1-Al1r•Ar\IT 1--- L EGEND ENGINEER HALFF ASSOCIATES, INC. 1 0 8' MASONRY FENCE 1201 N. BOWSER ROAD RICHARDSON, TX 75081 1 CONTACT: PAUL BARTEL EMAIL:PBARTEL@HALFF.COM TEL:(214)984-7321 I OWNER FLOOR & DECOR 2500 WINDY RIDGE PKWY SE ATLANTA, GA 30339 CONTACT: PHILIP COCHRAN EMAIL:PHILIP.COCHRAN@FLOORANDDECOR.COM TEL:(770)617-4262 E. SOUTHLAKE 2) C BOULEVARD (F. M. 1709) \ (Variable Width R.OW.) 0 40' 80, GRAPHIC SCALE - V=40' Qz rn O L0 U � O12�Zx� W O Q � W w ILL O 0T z��Z) 0 O w Y Q .-. Q Z L00 u < J LU Uc�lw�� 3 >cn Q LJL o U) C� 00 Q ti r- N N oLO r- �c/) WQQ Uxo >LL > N 0 (0 m O V M z Q N oUlj MEN MEN Now z O d U U Lu 0 Lu O o U Lu Ile- 0 PRELIMINARY FOR INTERIM REVIEW ONLY THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: PAUL BARTEL 136395 NAME P.E. NO. DATE 8/17/23 TBPE FIRM #F-312 PROJECT NO.: 54063 CITY CASE NO.: ZA23-0042 ISSUED: AUGUST, 2023 DRAWN BY: CAD CHECKED BY: PB SCALE: AS SHOWN SHEET TITLE FENCING PLAN 10 0 gt)T.O. PARAPET 25'-3" A.F.F. T.O. CONIC PANEL 25'-O" A.F.F. _• EXTERIOR LIGHjJCICs••• 17'-Q".AwF'F •• 9.0. ACCENT BAND/REVEAL 5'-6" FROM •••••• 16'-0" A.F.F. EYE LEVEL F. _ • •. • • • B.O. ACCENT BAND/REVEAL . • • • 9'-0" A.F.F. ik FINISHED FLOOR _j _ I I � EiI ---------------- -- - - ------ - - - - --T-------- --- --- --- ------------------------------ - - - -- --- ---------------- - - -- I i I I I I 1 Ertl WL 004a, 1 I — 0__ + — — — —0— 1 ♦ — — — —0 — --4- O mI — - — —0 — $ —0 ------ ----- - 368'-1 3/8" I I I I I I I I I I I F__ __1 ftn • 1 8 1 i�T.O. �I i T.O. \I •• • • lT.O.• �� \I � -7 \I T.O. PARAP (t)T.O. CONIC. TOWE .0. CANOPY T.O. CONIC. PILASTERJN ET IS - _ if 1r r1 _ _ _ c _ _ _ J T 1 �1 1 —J I_ .... A. .1 ■ 11, . II —1 ■ 1 Z7___ _________________ 1 �����P■II■■II■■II■■11■9�����M ____________________ _ _ _ _ _ _ _ _ YdY Uri I, II 1 I I I I I I I I I I I I I I I • CITY CASE NO. ZA23-0042 `•.•• 5'-6" FROM 5'-6" FROM `••• EYE LEVEL F.F EYE LEVEL F.F •`••• FLOOR • DECOR .�_w 2500 WINDY RIDGE PARKWAY, SE ATLANTA, GA 30339 SBLM SBLM Architects 33 Walt Whitman Road, Suite 300A Huntington Station, NY 11746 Telephone 631 683 5588 Fax 631 683 5591 A.V. SCHWAN & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265A331 Fax: (480) 663-1788 Website:- w.AVSchwan.com dlb associates CONSULTING ENGINEERS, P.C. 3600 Rt 66, Suite 150 #5981, - Neptune, N.J. 07753 Questions For dlb Call: Eric Severson Phone: (732) 774-2000 Mo. CODE CONSULTANTS, INC. 2043 WOODLAND PKWY, SUITE 300 ST. LOUIS, MISSOURI 63146-4235 314-991-2633 ;;; HALFF HALFF ASSOCIATES, INC. 711 N. CARANCAHUA ST., SUITE 1190 CORPUS CHRISTI, TX 78401 TELEPHONE: 361-400-0981 PROJECT NAME x Ike -, m W ♦C O O v I W6 2185 E Southlake Blvd, Dallas [Southlake], TX 76092 ISSUE DATE: T.B.D. STORE NUMBER: T.B.D. GROSS BLDG AREA: 75,120 SF JOB NUMBER: 023036 PROTOTYPE: 2023 Q1 ISSUE ZONING SUBMISSION 08/21/23 SEAL SHEET EXTERIOR ELEVATIONS - SITE LINE STUDY - FRONT DRAWN: TMH CHECKED: JH; RR l� i i i i i i 0 F -f- 25'-3" A.F.F. T.O. CONC. PANEL 25'-0" A.F.F. ��.- EXTERIOR LIGHTJN-Qr 2 '--Oy'.A!F*T B.O. ACCENT L - $AJiVD�EVEAL ----''- B.O. ACCENT BAND/REVEAL . - 9'-0" A. F. F. ---,--- '''''�� '---'--- FINISHED FLOOR 0'-0" 5'-6" FROM EYE LEVEL F.F Ia E I I 1 I 101 IL1 199'-8" I I I I L__J I I I I I I I � 1 I 5'-6" FROM EYE LEVEL F.F CITY CASE NO. ZA23-0042 FLOOR DECOR W11?44, 2500 WINDY RIDGE PARKWAY, SE ATLANTA, GA 30339 SBLM SBLM Architects 33 Walt Whitman Road, Suite 300A Huntington Station, NY 11746 Telephone 631 683 5588 Fax 631 683 5591 A.V. SCHWAN & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone:(602)265A331 Fax: (480) 663-1788 Website:- w.AVSchwan.com dlb associates CONSULTING ENGINEERS, P.C. 3600 Rt 66, Suite 150 #5981, -= Neptune, N.J. 07753 Questions For dlb Call: Eric Severson Phone: (732) 774-2000 CODE CONSULTANTS, INC. 2043 WOODLAND PKWY, SUITE 300 ST. LOUIS, MISSOURI 63146-4235 314-991-2633 ;;; HALFF HALFF ASSOCIATES, INC. 711 N. CARANCAHUA ST., SUITE 1190 CORPUS CHRISTI, TX 78401 TELEPHONE: 361-400-0981 PROJECT NAME W Ike m W ♦Y O O v I 2185 E Southlake Blvd, Dallas [Southlake], TX 76092 ISSUE DATE: T.B.D. STORE NUMBER: T.B.D. GROSS BLDG AREA: 75,120 SF JOB NUMBER: 023036 PROTOTYPE: 2023 Q1 ISSUE ZONING SUBMISSION 08/21/23 SEAL SHEET EXTERIOR ELEVATIONS - SITE LINE STUDY - LEFT DRAWN: TMH CHECKED: JH; RR x x x x x O Q m M w D_ c� c� 6j ri N 0 N i� Q 6j Q 0 O M cD O w 0 i N U w 0 z z O m (n 0 0 Q U 0 0 0 O L0 cn O 0 Q Lu Q z w J_ L.L - - r-0 11 Au� EX. 20' STORM DRAINAGE \ °'� LOT 1R BLOCK °'sue II EASEMENT a NCD GATEWAY CHURCH Ai IT/01�o� c (V. 14983,405 D.R.T.C.T.) EX. 30" � `u XEoo 02 EX. 36" R RCP _ ° 0 1 _ � ZONING. CS EX. 15' UTILITY EASEMENT 3. `BCD - - '� 0 z o hI \ / LUD. OFFICE COMMERCIAL �'� ° °'cn In NO SITE DISTURBANCE SHALL / m ao D 0 m� m . _ _/ ° �` ire meshing a / 20' B�1r�RYARD TYPE C EX. -� _11O 15 UTILITY EASEMENT BE UNDERTAKEN HERE i� ° EX. 8" SWTARY SEWER o ITARY m - - _ 618FXXX "ANITARY EWBR- N00°10'55" m9 �i o EXISTING TREES MATCH EX. - - - - - - - - _ _ lip EX.7'x5'RCBC °� tX.7X5 RCBC X „ 618.6± 'x5'RCBC 6186+----------------------- TO REMAIN MATCH EX. MATCH EX. - - - --- CURB CUT W/ FLUME N / 624 2% 626.59 - - 626 6 6 627.27 625.86 - - _ Q 627 _ ` I PROP. DETENTION BASIN /�Z��_ 100-YR WSE = 616.65 `L / i 621 / wl' - \ - 626 ,�� 626.76 - 6'` -� 613.00 618.8± ��- / 621.84 / - -6'2�7 `MATCH EX. / / N / I N 627.66 620 r6 626.22 627.79 , 626.67 625.59 621.47 -� \P 626.36 / / / 629 628.26 624.05 1Lu RIIDGE I` �� ° 627.72 - / (K rn -� N /I �, i 624.46 c P m1 � �� � �� % 626.39 �ccr��'cv� MM 629.32 629.00 rn v 623�59 ' XWI I T 621.04 627.34 m 625.16 00625.50 629.50 . 625.50 o 6.18% m2/ - 'O 625.45 625.89 I 6; IP rn J 11 l y I 616.56 624.74 618.3± / 624.56 \ MATCH EX. 628.37 � cacti 3. % � � PROPOSED TOE WALL / ' I I I \Lu 620.51 626.13 618.0± E UTILIT 624.71 MATCH EX. P. 11456 P.R.T.C.T.) I I I O I \ 622.86 _ - 624.36 FLOOR & DECOR I 0 I I 620.19 1ST RY 626.33 L N rt 628.87 � EX. 24 HDPE - Z O J Q Q M UJ m�ao(� Z � LLJ I--�oOZO� OQU�NW Z Z � W J J INI 624.70 624.70 J 75,07 SF. 3.0% 626.53 S00°14'2 f I� I III - 621.59 2 ° FF=629.50 627.97 \---- - ---- - Irnl I 622.1± - I� 6Q. E .8'x4'RCBC -----------EX.8'x4' I , I, �. MATCH EX. 339,859 FT. I I I YARD TYPE B - /�� \ \�° OR \° 628.87 628.71 I / - - - -- / 7. 802 ACRES 63 626.98 _ _ - - / 60' R.O.W. DEDICATION r 4' 1 -6 - KIDG� 1 RID ° l i / 33- - EX. 20 STORM DRAINE I 621.17 (REMAINDER REMAIN ER OF A - l , \ EASEMENT = A63�. 62I 21% LLED 11.208 ACRE TRACT) 69.28.51623,73 (V. 1490,405 D R.T.C. �2_ /jGREENWAY-1709/ELEVEN ro628- 629.36 626.78 11-0 LOT 1R, BLOC 627- PARTNERS,.. .) = 1 8TMM INAGE CARROLL ISD `° INST. NO D197109628 -� h� 628.99 628.53 626.54 EASE1( 1-' NO. 4 ADDITION 60 b<4- �rt (It NO.8212 8905) I °0 I U << 629.21 0° 624.78 -o CABINET A, SLIDE 11�� 624ID <, N W O o b ZONING. C$ - f�IDGE - - 625.50 - -j Z v9 ct W �, Vyoa� LUD. PUBLIC/SEMI-PU 629.36 _ m � 626.54 rn �I O Oft � y 0 / I / - 623.89 I - - - - - E6 EX. 8" SANITARY SEWEK � C° oo a o ''� O � 627.09 n C N J 626.97 o mm 627.05 vW 628.59 � 628.18 628.29 �0000030 3 � 628.54 621.9± ° FID MATCH EX. 628.04 -t:-��u u STt, II NN 627.8± MATCH EX. < 15' SANITARY SEWER.E EX. 18" R f (I S . NO. D214263624) \ 627.8± MATCH EX. ^ �I 60 KIT rt000- EX. 29' COMMON ACCESS, UTI AND DRAINAGE EASEMEIN­F, ;,F1I)V1LLAGid (INST. NO. D214263624) CE'WER DRIVE 60' R.OW. INSTR. I � I . D214263 I J 628.53 626.54 CS_ / J Z Q 628.87 I r I Q O 623.73 628.51 626.78 15' UTIL EASEMENT w ( O m Z N 2.6% - GAF NOD 1 098905) J W 628.87 RIDGE EX. 17 'WIDE DRAINAGE & UTILITY I II EASEMENT -TO BE ABAN ONED 74 626.98 � N 'b Y V 62-5 .44 J J 1 RIDGE °° z /1111 -21� 624.94 VOL.12 85, PG. 2118 628.51 - BREAK' 0 625.15 I� ° EX. 1 'STORM DRAINAGE N - Z9 /o , \ \E MENT 628.87 624.79 IN T. NO. 214218746) 626.76 G BREAK 628.84 623.03 I °¢ -- � 'I' � 6 6 RA BREAKS- 626.67 - ---------- 628.02 \ 10'BUFFERYARD H - 2 627.17 f M \ 0� 62$ \624� �O 628.68 623.69 TYPE B 627.24 _ 629.46 624.68 o l \ 626.54 - _RA - FS - 2 P \ 628.70 6 6 99 629.22 627.92 N o r-1- 627.54 1 J 629.52 - - = J _ 628.22 624.98 J I \ \ 628.65 _ _ - ui _-/ 6 628 0 - 629 - _ /�E15' FORM DRAINAGE 628.15000, b26.1 ± MATCH EX. 628.0± ii 0- MATCH X. � �.k BENCHMARK LIST POINT# NORTHING (Y) EASTING (X) ELEVATION DESCRIPTION 101 7,027,898.05 2,392,603.80 629.77 SXTP 102 7,028,201.15 2,392,556.93 632.14 SXTP 103 7,028,809.76 2,392,598.36 617.94 SXTP 629.3± R �N MATCH EX. 628.7± O � w w MATCH EX. �w �N �: EX. 10' UTILITY EASEMENT (INST. NO. D214263624) LL cn I m F 630.9± MATCH EX.1 a EX. 8" WATER LIN EX. 30" RCP EX. U.G.E. 20' BUFFERYARD TYPE \ L EX. 15COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. 214218746) 30' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 10' UTILITY EASEMENT LOT 2, BLOCK 1 KIMBALL OAKS ADDITION INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL \ - _ (CCF NO. D212098905) EDAM 629.8± IP4 MATCH EX. ��� S00°0Z1f"E 9A7L.ff0L `v 3N= -�_<<-'8"WATE --- EX.U.GE-// \ _ EX.U.GE. �0) - - - - - - - - - -- - - - - - - - - - - O �r X. 10' UTILITY EASEMENT NO. D214263624 mLOT 0-1��, 1 BLOCK 1INST. I� EX. VARIABLE WIDTH COMMON ACCESS EASEMENT KIMBALL OAKS ADDITION (INST. NO. D206305192) 00 INST. NO. D214263624 �w / I w ZONING. SP1 LUD. RETAIL COMMERCIAL ENGINEER OWNER (INST HALFF ASSOCIATES, INC. FLOOR & DECOR J 1201 N. BOWSER ROAD 2500 WINDY RIDGE PKWY SE RICHARDSON, TX 75081 ATLANTA, GA 30339 CONTACT: PAUL BARTEL CONTACT: PHILIP COCHRAN EMAIL:PBARTEL@HALFF.COM EMAIL:PHILIP.COCHRAN@FLOORANDDECOR.COM TEL:(214)984-7321 TEL:(770)617-4262 GRADING LEGEND 405 PROP. MAJOR CONTOUR 406 PROP. MINOR CONTOUR - - - - - - - - - RIDGE LINE -----------------GB GRADE BREAK .49 FLOW ARROW 405.00 PROPOSED ELEVATION 405.00t MATCH EXISTING ELEVATION MATCH EX. PROPOSED RETAINING WALL EXISTING LEGEND: PROPERTY LINE LOT LINE EASEMENT LINE MAJOR CONTOUR LINE MINOR CONTOUR LINE OHE OVERHEAD ELECTRIC X X X X FENCE ® FENCE POST WMO WATER METER wv® WATER VALVE ® VAULT Cv, IRRIGATION CONTROL VALVE FHA FIRE HYDRANT FDC'* FIRE DEPARTMENT CONNECTION GUY WIRE • BOLLARD z SIGN BILLBOARD PPS POWER POLE LP( LIGHT POLE AC❑ AIR CONDITIONING UNIT GMT GAS METER MHC) MANHOLE MwcS MONITORING WELL EM❑ ELECTRIC METER GLc GROUND LIGHT ssCoo SANITARY SEWER CLEANOUT GI® GRATE INLET Clo CURB INLET 18" RCP STORM SEWER LINE EX. 8" W WATER LINE EX. 8° SS SANITARY SEWER LINE EX. GAS GAS LINE uGT UNDERGROUND TELEPHONE LINE -UGC- UNDERGROUND COMMUNICATIONS LINE 0 40' 80, GRAPHIC SCALE - ill �/ Q Z L.L O LLJ L0 U LL OLZX� W 0Q>- W wzU LL �� O p T 'l 0 OZS Q- �Q� Lu Lu . Z W Q Q W O Q Uc��IW0 > � < Q � LL O U) 00 Q ti r- N N o� rn �C/) W QQ �xo W O�� mom CID M w-- Of N oUlj maz ��! w 1-- MEN MEN Now z O a it U J) w 0 W O o � w o PRELIMINARY FOR INTERIM REVIEW ONLY THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: PAUL BARTEL 136395 NAME P.E. NO. DATE 8/17/23 TBPE FIRM #F-312 PROJECT NO.: 54063 CITY CASE NO.: ZA23-0042 ISSUED: AUGUST, 2023 DRAWN BY: CAD CHECKED BY: PB SCALE: AS SHOWN SHEET TITLE OVERALL GRADING PLAN 2 X X X O Q M M c,3 Lu W a- M u.i --- - - - - - - - -- - -'-- „ --- _ p " ' y0'r � i `- N - • 20- Z, - ,per- ,r'-- w�..�- 1 - � - 1. . EXIST. 24 RCP t ►� x� as 5r C / / 11. CAPACITY = 17.1 cfs �r o l a D'y_ Z�zs 3+ 32 ! / / _ PROPOSED Q = 17.8 cfs �y / !`✓ y �° R' I ! ! I ! a / / / I \\ \ " s a 6 A6 �\ \ --°c1 � � I I C I I � � � I I i i a '�, / '�•. �,�• I :� I � / 4 I i 1 I ! I { I I I I 1 i I ( I I t I t I ! I t I ,. � /�� � ti� - -•-rB" SD N FnL%N� ^� t v �^� � �,� �I�,7j� •�� - �F ���,,, \ µ -� .. �"^�,,,_ -- _- 2.59 \ EX ID ! -- B4 t ,off io" SDII 1 9 - 0.45 t I \ i I 0.27 / I n ' - - ! ! E ! f f -'-DC 3,6' SD I 4 1 E f / / I i / _ RD __j )3.33 i t kD 64 $? A EXIST. 36" RCP // I CAPACITY = 42.2 cfs 8 / 0.21 / / - - _ _ f< / l ! / I r PROPOSED Q = 37.5 cfs m / - •�/ , l ! I t 12d B2 sad, 0.15 _ 1 ' r 65s EX BLDG / \ J ! r P r LOT 1, BLOCK 1 FF= 617.16 (PLAN) o / 1 0.20 E3 ®_ / / , ' 7 I. 1 6� 1 KIMBALL CROSSING I / // C4 / rt f a �,/ �2.66 / CFF NO. D212098905 ,> ' OS-4 , _-._ _- �__ C5 _._.- / I Y / lI 1 _ �� v I L �_ /' 4.66'65yP.R.T.C.T. :��r� c�tr / / 0.410.42 ! �� y _ -�---- is I4 / h 3.02 Mfi � -- � 1/ 2X � - 3.10 / I.IR h k% h„ l 1 EXIST. 30 RCP � �-_ CAPACITY = 25.9 cfs d.67 PROPOSED Q = 19.7 cfs i w /4 /,' [] /'4,., M r / / 1 / I� I r 1 0.31 --- \ } I \\ c 1 �) Lot 4, BLOCK 1 EXIST CAPACITY " RC 7 cfs d ,a 4� / -, I �I II �0 ® ° ' ' PERRY,(ALLEN ADDITION - 81.5 cfsh RD /L7 LJ ,© /� -r5" sD l /! / / / l rs s/D 2�2' 'II 2.29 -�I\ ... q - �a6°� CAB. ( "A" SL. 2875 h II� P.R.T.C.T. SF = 0.66% oc +o' a I r � / G/ / I /l � 1X!� ! � / ' � i rl 1 I I � � "'ti .�' ''' / G I I ITT- 1. I �66 . V=8.5fs Gl'l l III I .P LS P A2 e �� CI / 1 1 I l I ILA I si I t 7 0.30 I f 0.30 IX Tx5 - -42` SD .. I I I 1�j I l Ill 11 I I 1 I 2.22 /R \ I 'RD 3' 4...,,..„ .i �.`..../^,�'..�.�_.,.''�"r' 4''-,''--.'+...,.•.�,:."; a.. ir�;»�,.�=v'..;.I ....� �`...4, .:�.,-, w / C"_ . ,� e--3 / `" I 3 X I r r I ( J ( $ { :- •-`667t' � /' i . / oc tt 7r INIEr G / y- /- - - ' / / ,•..�- ._ Cl i 1 1 I' I I r I I III `� � �� i �'�66. / / I -7- - --�N)-A -�` a2' sA`- 15' SD 0.68 I I I I I I I I / I-i T 4" S I / I I 1 1 �1 S ! -- / 617 s / 5.03 ��' 1 I I r 1 I I r' / .._1; 11 , 1 -ss3- / / 15' DRAINAGE EASEMENT �� h 8" S 1 I III I a I / / (BY SEPARATE INSTRUMENT) j -2 ` h 1'^, ! { I I I i `r► I I I I a IS I i; I LOT 1 0.14 h / ! I 7-I I-- I I - ---I- I \III _. � I 1 ., .W. MAIN N0. 1098 ADDITION � / I _. �l - i - // - - &I I- I I- 1 -a I I Iu�, t ° a Al b, I I I ; ; CAB. "A", SL. 2875 _I _ I I S I I �� �. s i I i p.pg P.R.T.C.T. III � 668 ! i . 0.59 d e9 ! - r 1 Area bubble E-2 is incorrect) ___ ____ _/__ __ 1 i_-- __ I 1-- _-- I 1_-�- 4__- II;- I I III \\ I I 1 i ;6b� / 1.59 f\FMAI FF y .31 ___- 7._-- _1 t. L. D13 t-. \ I I I i - � -' � I I I I 1----- I I I I ._� _._ \ /--1- i t 4, 8 I I I I ,:. noted. Refer to Drainage Note 29 _ ! Dt2 �_� /_.! I I i I I \ \ } .. _ 1 11.75 / 1 1- - 0.65 - -{ I I. ( I<--� 4 this sheet for correct I -- I I . I _ I 1 I - -- f I \11\ 1 I I 1 t } \ drainage area . ! _ I_. 7.76 f - - - �- - �- I 1 / - - \ I / so; _ - - ry N \ - -63 --.1- I-L__-- \ \ \--'I-. \ .. _._ _ O I T d1- l / --- I \ \ \ \ \ _ I I / - f I D 11 \ \ \ Discharge Point 4 - - f -- /__ 1 _ ___ __ IT+n' --+ -t r r I \ \ 1 I } \ \ \ \ 0.78In f GREENWAY-1709 ELEVEN PARTNERS, L.P. Q-Allow = 20.77 cfs 1 z VOL. 12806, PG. 598 / t r I I I I I �1 ._' 1 , i i- I "�\ F- 1 I- i II .( o I I I Discharge Point 2 INST. NO. 197109628 I I I / �, -- , I tip I t h I 1- I g D.R.T.C.T. ��, / I / LINE c 4�S ,1 ! l A, �/ I I I LINE a // Q - Allow = 11.75 cfs I ' Si 1 r l / iI ILl 1 \ 1 I I I I I I `+I I 6m`�� w T� f ffi� � �.. L� \ >; // / I / / 1 t I I I 115"ISI I 1 D10 I I- 1 ---- I I �,' \\ D1-OFF AREA ON FLOOR & DECOR DEVELOPMENT i- ^ G i --� 238 /' -- \ \ II / I r I I 1 I i I -I-1 1 I D I 1 1 I Ds y I I i I I I I I \ \ \ I iV 7 T / p7 / // // I I I III t� I \ \ \\ \ \ I } 1\ \ o Inlet EX-4 Per Hal Plans / 0.29 1 ® 1 1 1 1 1 ` y'r 1 1 1 -\!, r, / t I I 1 1--I 1 y 1 \ I I } 2.14 // / I I I 171 L_I \ I j 1/I // l i I i II t 1 i T _ \ \ \ 1 D9i- 0.3r2" SD / �' ,li / I I 1 I >4"III i RD / / I'll ��11 / I 1 I i 11 REMAINDER \- f , / /�/ \ \ •X _ \ \\ 1 \- E3 / / _ _ / 1.08 \ \ t ` 1 _I - 6� ° u �� r / I I l l / / , / 7.98 \ \ \\ ~�\ 1 I i- \ \ \ \ \ i s, RD 1 / ! \ 11 \ ----- ® 1 _, _! ; - \ \ L \__ D4 \ \ i1 / ! t } if I 1� I _. RD \ i III i - \ \ \ \ \ \ \ I 1 61 -t _ 0.95 r8` � j I✓ 1 I r % I � � 7.02 �- � � f } \ }� \ \ � \ \ \ D8 Discharge Point 1 Q-Allow = 32.08 cfs FUTURE STREET / i Inlet EX-6' Per Halff Plans, I DRAINAGE CALCULATIONS 0= C X I X A Area No. Areo (ac) C (runoff) Tc (min) hoo (in/hr) Qtoo (cfs) SYSTEM A Al 0.08 0.80 10 9.24 a59 A2 0.30 0.80 10 9.24 2.22 A3 0.30 0.80 10 9.24 2.22 A4 0.25 0.80 10 9.24 1.85 A5 0.63 0.80 10 9.24 4.66 A6 0.35 0.80 10 9.24 Z59 TOTAL 1.91 14.13 SYSTEM B 81 0.31 0.80 10 9.24 2.29 B2 0.15 0.80 10 9.24 1.11 B3 0.27 0.86 10 9.24 2.00 B4 0.45 0.80 10 9.24 3 33 B5 0.20 0.80 10 9.24 1.48 B7 0.21 0.80 1 10 9.24 1.55 TOTAt 1.59 11.76 SYSTEM C 01 a 68 0.80 10 9.24 5.03 C2 0.49 0.80 10 9.24 3.62 C3 0.09 0.80 10 9.24 0.67 C4 0.36 0.80 10 9.24 2.66 C5 0.42 0.80 10 9.24 3.10 C6 0.17 10.8Q JO 9.24 1.26 TOTAL 2.13 1 1 16.34 SYSTEM D D 1 0.53 0.80 10 9.24 3.92 D2 0.39 0.80 10 9.24 Z88 D3 a t 5 0.80 10 9.24 1.11 D4 0.95 0.80 10 9.24 Z02 D5 1.08 0.80 10 9.24 Z98 D6 0.29 0.80 10 9.24 2.14 D7 0.32 0.80 10 9.24 2.37 D8 0.43 0.60 10 9.24 3.18 D9 0.36 0.80 10 9.24 2.66 D10 0.38 0.80 f0 9.24 Z81 D 11 0.78 0.80 10 9.24 5.77 D 12 1.05 0.80 10 9.24 Z 76 D 13 0.65 0.80 10 9.24 4.80 D 14 0.31 0.80 10 9.24 2.29 D 15 0.30 0.80 10 9.24 221 TOTAL 7.97 58.90 OFF -SITE OS-1 0.06 a80 10 9.24 0.44 OS-2 - I - 0.80 10 9.24 1 A2 OS-3 0.10 0.80 10 9.24 0.76 OS-4 0.41 0.80 10 9.24 3.02 0S-5 0.10 -. 10 9.24 2.96 TO SOUTHLAKE BLVD. NO DETENTION REQUIRED TO KIMBALL CROSSING \10 DETENTION REQUIRED 0 30' 60' 120' 1 "=60' LEGEND 633 EXIST. CONTOUR 2 PROP. CONTOUR a c3 0 o o o o o PROP. DRAINAGE DIVIDE TO KIMBALL CROSSING NO DETENTION REQUIRED = - - 4 - - SUB -DRAINAGE DIVIDE - - - - - - - - REMAINDER DRAINAGE DIVIDE A DRAINAGE DIVIDE DA SUB -DRAINAGE AREA NO. AC AREA (ACRES) CF5 JFQ1 do (CFS) EX. 2 f RCP EXIST. STORM 21" SD = PROP. STORM SEE NOTES BELOW -> DIRECTION OF FLOW G1 o GRATE INLET O MANHOLE RD ROOF DRAIN 5' CI 5' CURB INLET 7 DRAINAGE NOTES: 1. AREAS "S" AND "E" FROM DRAINAGE AREA MAP BY CHEATHAM & ASSOCIATES, DATED 10-12-00 FOR OFFSITE "DRAINAGE AND SANITARY SEWER IMPROVEMENTS TO SERVE NEW INTERMEDIATE/MIDDLE SCHOOL", "DRAINAGE AREA MAP AND HYDRAULIC COMPUTATIONS" CONTRIBUTE TO THE EXISTING 5-8'X4' R.C.B.C. BORDERING THE SITE, DESIGN Q FROM THESE AREAS IS 95.1 CFS (FROM "S" DETAINED) AND 117.9 CFS (FROM "E", UNDETAINED), TOTALLING 213.0 CFS. 2. Tc SHOWN BASED ON OVERALL Tc TAKEN FROM CHEATHAM PLANS. 3. AREA D - DRAINS TO WEST TO STUBS FROM BOX CULVERT WITH EXCESS DETENTION PROVIDED BY INTERMEDIATE/MIDDLE SCHOOL EXISTING POND: REMAINING DETENTION = 77.6 CFS (FROM PLANS FOR KIMBALL CROSSING BY GONZALEZ & SCHNEEBERG DATED 10-10-12) TOTAL PRE -DEVELOPED DISCHARGES FROM KIMBALL OAKS SITE - AREA = 8.21 ACRES QE=8.21 X 0.4 X 7,98 = 26.21 CFS (Te=15) TOTAL DEVELOPED DISCHARGE FROM KIMBALL OAKS = QD=8.21 X 0.8 X 9.24 = 60.69 CFS (Tc = 10) TOTAL DETENTION REQUIRED = 60.69 - 26.21 = 34.48 CFS DETENTION REMAINING = 77.6 - 34.48 = 43.12 CFS 4. FOR REMAINING GREENWAY PROPERTY (El, E2 & E3): AREAd.81 + 4.34 +1.59 = 8.74 ACRES PRE -DOPED DISCHARGE = 8.74 X 0.4 X 7.98 = 27.90 CFS (Tc = 15) WCOR D DRAW NG 6* 1- SIGNATURE DATE D LOPED DISCHARGE = 8.74 X 0.8 X 9.24 = 64.61 CFS (Tc = 10) g�FORE YOV DETENTION REQUIRED = 64.61 - 27.90 = 36.71 CFS �'G+ DETENTION REMAINING = 43.12 - 36.71 = 6.41 CFS D D 21 SD M I I I re" sD LINE 1 I \ • \ \ ` 1 °'- BENCH MARKS ! / 0.43 \ } I I \\ \ 1 r p3 �Nr \ \ \\ \v Iu 6 1. REFERENCE BM#1 CITY OF SOUTHLAKE GPS MONUMENT NUMBER 47. LOCATED IN THE WEST END OF MEDIAN IN BROOKSHIRE DRIVE AT CROOKED LANE. D2 42 ,,� ,r, I \,A ►� .9 �P ��A���,,,A," tp,�,�y�)1 s ELEVATION = 653.20' - - 660� 2. REFERENCE BM#2 CITY OF SOUTHLAKE GPS MONUMENT NUMBER 3. LOCATED IN MIRON \E Y1, Q DRIVE CUL-DE-SAC ON TOP OF THE CURB ON THE NORTH SIDE OF CUL-DE-SAC. �a ��,1 I SD o a � LOT 1 R, BLOCK "CARROLL ISD NO. 4 ADDITION CABINET/ i . P.R.T.C.T. FOR INFORMATION ONLY ELEVATION = 682.24' 3. SITE BM#1 TXDOT MONUMENT LOCATED IN THE SOUTH RIGHT OF WAY LINE OF SOUTHLAKE BOULEVARD NEAR THE NORTHWEST CORNER OF LOT 2 - BLOCK B OF SOUTHLAKE BUSINESSPARK. APPROXIMATELY 350' WEST OF KIMBALL ROAD. ELEVATION = 629.25' 4. SITE BM#2 STORM MANHOLE RIM LOCATED IN KIMBALL ROAD RIGHT OF WAY AT 970't SOUTH OF SOUTHLAKE BOULEVARD AT 37' SOUTHWEST OF THE SOUTHEAST CORNER OF ROBERT TEETOR 2.90 ACRES. ELEVATION = 656.13' THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY ROBERT L. PRUETT, JR., P.E. 53662 ON I `;?-"`I�- POST-DEVELOPMENT DRAINAGE AREA MAP LOT 1 & 2, BLOCK 1, KIMBALL OAKS THE CITY OF SOUTHLAKE, TEXAS C Cates - Clark & Associates LLP 14800 Quorum Drive, Suite 200 � Dallas, Texas75254 C Office: Fax:972-980-1627 A Consulting Engineers TBPE F-3751 DESIGN DRAWN DATE SCALE NOTES FILE NO. CCA CCA t /06/14 1 "=60' X.X. 58-005 DA MAP C 13 NOTE: Q C\I L.L O Ir 2 LID U ,Lw0Q� OWzx� LU W LL I- LLl z C)=awo ,��( z 0 U W Q �00 U) Q z z N w a Q J w O O U N w O a Q�>U) O U) 00 Q ti L0 rl- N oq of �U) w �xo w O�(9 moC0 M C V 0QV oUlj 0 a U U) w 0 z w O Q >1 I I I w � o PRELIMINARY FOR INTERIM REVIEW ONLY THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: PAULBARTEL 136395 NAME P.E. NO. DATE 8/17/23 TBPE FIRM #F-312 PROJECT NO.: 54063 CITY CASE NO.: ZA23-0042 ISSUED: AUGUST, 2023 DRAWN BY: CAD CHECKED BY: PB SCALE: AS SHOWN SHEET TITLE KIMBALL OAKS DRAINAGE AREA MAP 3 X X X O Q ce) M m IY W W d ch W I \ ° EX. 20' STORM DRAINAGE \ _ s LOT 1R, BLOCK 1 EASEMENT 2- GATEWAY CHURCH ADDITION (V. 14983, 405 D.R.T.C.T.) ?< \ CABINET A, SLIDE 7866 - EX. 30" RCP OR - EX. 3E \ 1 ZONI Ci. CS �� / EX. 15' UTILIT EA�MENT LUD. OFFICECOMMERCIAL �' EX. 15' UT� EASEMENT - 18;�ITARYISE meshing -EX. 8�" SA IYTARY SEWER ,�EX. WS m N00°10'55"W 592.9 - m EX. 7'x5' RCBCX. Tx5' RCBC-EX�TxS' RCBC ✓ EX x7 5' RCBC o �0 _ _ _ _ _ _ _ _ -- < / / _624- j QALLOW = 32.08 CFS _ _ / Q - 0.00 CFS \ 1 ' Q-11.75CF QEx = 0.00 CFS OFFSITE PROPERTY DRAINS I ALLOW - - _ AWAY FROM DEVELOPMENT 622 _ REFER TO KIMBA 1111\ / REFER TO KIMBALL OAKS AS -BUILT h s„_ _ _ \\ \ PER KIMBALL CROSSING I CIVIL PLANS, DAB CIVIL PLANS, DATED/APPROVED �� _��- \\ AS -BUILT CIVIL PLANS \\ \ ab \\ 02/21/2014. 02/21/2014. -' 633\� DATED/APPROVED 10/10/2012. I N -� � T� �' co ry / /� -634- EX. --------------------- EX_ 8" SANITARY SEWER -� - -� EX. 24" HDPE o � O L i W \ oo�oco� mPao�� � UJI Q I / SWALE DENOTED PER ETHAN I- -i m 2 O � ALLEN AS -BUILT CIVIL PLANS I ILp ' N _ Q V Cl)NLU i, �// \ DATED/APPROVED 11/6/2008. I -' X Q ? C' C' j'v �M EX-1 I ' 1 3.8710.7 II,I� I�I(� �I�I LLI \ / / '� \ I I I I I � ' W QQAL EXLOW - 20.77 CFS SWALE DENOTED PER \ 24.24 CFS CHEATHAM & ASSOCIATES I / , EX. 'Y' INLET OS-1 I ' AS -BUILT CIVIL PLANS I I �� // QEX _ 11.04 CFS ' / ❑S-1 REFER TO KIMBALL OAKS AS - BUILT I IDATED/APPROVED 3/31/00. IIII I M /MIY)I�IYI0)�)/o -/ I 0.12 0.3 I CIVIL PLANS, DATED/APPROVED `0.0.0' �902/21/2014. _'w cp EX. 0 UTILITY EASEMENTX I 'I 1-6,( 1 (CAB''' A. P. 11456 P.R.T.C.T.) EX. 175'STORM EASEMENT10�Bt NLD / r--mmIIIII-mimllillill----��J N I fI\ 1\� 60°10 NX I -rt1- 4r,-- - - - - - - - - - - - - / � =859 SQ,�T. I /// k EX. 8'x4' RCBC I� � OR \ 3,59 10A /// //// I �- ------ \ \ \ -80 ACRES 634 - / rn I I I 1 //��� \ j \\ -( AWJ DERMA= _033� EX. 'Y' INLET OS-2 1 - X. 20' STORM DRAINAGE N III �/ �G'918.61?�`T� -_ -_ -_ -_ Q 10.79 CFS % u� EASEMENT h-�,�� EX = / J (V. 149�3, 405 DLR.T.C.T.) QRC 7:::: LOT 1R, BLOQ If 1629 / \ ��I�LRS,1��� n�i - �j� �/ \ 1�C. 15' TORM AINAGE EX. CURB INLET EX-3 CARROLL I I \ / \ �\ -�// �ST,11j6-�1096'1$\� �8�e- _ - �� I \ EAs�NT QEx = 2.41 CFS J NO. 4 ADDI I 6' i ' \ I M 2v' / _i ��<4 \` - - - ^� (IN T. NO. D212 8905) Q CABINET A, SLI 1 Q�1I9 \ \ i/ /�<<� i l �/ (SEE DRAINAGE NOTE 1 THIS SHEET) 0 LO C� ZONI14G. III /� � � ✓ Z rn LUD. PUBLIC�SEM -FpU �IC \� \ \ -i ✓ % / \ \ v I rn ❑S-2Uj Y con, a ,1 jI co0.16 0.5 oCr �I Co 15' UTILITY EASEMENT ~ Q Z O \ O ` GF uj NO. jD1 2098905) 0 � L N IZ l `1 V o 1z�i \ ONSITE UNCHANGED FLOW EX. 8" SANITARY SEWE, \ \\ \ \ \ \ \ �� \ REFER TO KIMBALL OAKS AS -BUILT - - - - - - - - - - - - - - - - - EX. 5' STORM DRAINAGE CIVIL PLANS, DATED/APPROVED \ (021 \ \ \ \ \ \(INST. O.. 214218746) 02/21/2014 FOR BREAKDOWN. \ ` \ `� \ ' REFER TO KIMBALL CROSSING AS -BUILT \ V A CIVIL PLANS, DATED/APPROVED EX-6 EX-5 \ /� _ 10/10/2012 FOR BREAKDOWN. EX-4 o,0 EX-3 - \ I \ c 0,01 0.1 � 0,02 0,2 _ -I - --__ ❑S-3 � _ � 0.7 0.08 a6 / EX10' CURB INLET EX-4 _ - _ E��ITORM DRAINAGE EX. O' CURB INLET EX-6 . - - - - - - - - - - - - - -631- j� v v v (CC"O. D2 98905) °A� 0 /i' AAl 1 EX. 15 SANITARY SEWE�YIEASEf AIT (INST. NO. D214263624) �\ I\ \ ago EX. 29' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. D214263624) I" IS. VILLAGE CENTER DRIV, (60' R.OW.) INSTR. NO. D21421 Is I I I m BENCHMARK LIST POINT # NORTHING (Y) EASTING (X) ELEVATION DESCRIPTION 101 7,027,898.05 2,392,603.80 629.77 SXTP 102 7,028,201.15 2,392,556.93 632.14 SXTP 103 7,028,809.76 2,392,598.36 617.94 SXTP EX prpw w EX. 30" RCP U.G.E. U.G.E. �_EX. _ _ _ _- \ M / X _ EX. 10' UTILITY EASEMENT EX. 10' UTILITY EASEMENT (INST. NO. D214263624) u (INST. NO. D214263624) LL- Z III ' EX. 15' COMMON ACCESS, UTILITY' AND DRAINAGE EASEMENT ❑S-J �� (INST. NO.214218746) 30' COMMON ACCESS, UTILITY 0.03 0.2 AND DRAINAGE EASEMENT (INST. NO. D214263624) ('11 S -4 EX. 10' UTILITY EASEMENT Idi 0,86 6,3 ' LOT 2, BLOCK 1 KIMBALL OAKS ADDITION I x I I I0 I I I I I I I I I I I I I I I INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL I EX. 11 G / \\ EX. U.G.E. - EX. 10' UTILITY EASEMENT (INST. NO. D214263624) 10 EX. VARIABLE WIDTH COMMON ACCESS EASEMENT (INST. NO. D206305192) X - w EX. 30' COMMON ACCESS, UTILITY (INST.AND DRAINAGE EASEMENT (INST. NO. D214263624) L LL I LOT 1, BLOCK 1 P 1 I� KIMBALL OAKS ADDITION INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL \\ z i ENGINEER HALFF ASSOCIATES, INC. 1201 N. BOWSER ROAD RICHARDSON, TX 75081 CONTACT: PAUL BARTEL EMAI L: PBARTEL@HALFF.COM TEL:(214)984-7321 OWNER FLOOR & DECOR 2500 WINDY RIDGE PKWY SE ATLANTA, GA 30339 CONTACT: PHILIP COCHRAN EMAIL:PHILIP.COCHRAN@FLOORANDDECOR.COM TEL:(770)617-4262 I II I I XII III x 1 III II0II I I III I I I II Ii-T I I II I /I • _ I \I Ike} X II v, II \ cco II z II w c� G) II as m II W X II I ¢ 'U II I � II I II I I I II I I I I I II I I I I II I I I I II I I I I I I I I II I II I I I I I II _ II 141 ' 0°02'1 "w 5 .001, i - -I-I EX.8,, ATER_UNE EX. 20' C.A.EII (INST. NO. D�05,3051 / / / I I 1 E 0 coo i^ CARLISLE > m z f WESTWOOD m m EASTWOOD 3 BRAIR W D CHERRY KIMBALL KIMBALL LUEBONNET SHADY CROOkFO y �Q 0 m z o z Z 0) °� ;0 a s COMMERCE M VA BANK nDAIK1A(`_C I C(�CI\In• DRAINAGE AREA EX-1 2.57 - - �f_ AREA (ACRE) FLOW (CFS) LOCATION MAP NOT TO SCALE DRAINAGE NOTES: 1. EX. CURB INLET EX-3 FLOW WAS CALCULATED USING AREA EX-3 IN CONJUNCTION WITH KIMBALL OAKS AS -BUILT CIVIL PLANS DATED/APPROVED 2-21-14 DRAINAGE AREAS OS-2 & OS-3 (0.63 + 1.02 + 0.76 = 2.41 CFS). 2. AREA EX-4 & AREA OS-4 ARE BASED OFF AREA D4 PER KIMBALL OAKS AS -BUILT CIVIL PLANS DATED/APPROVED 2-21-14, DELINEATED BY THE PROPERTY LINE. EXISTING DRAINAGE AREAS DA AREA C CF CF C*A*CF Tc 11 Q1 15 Q5 110 Q10 1100 C*A*CF Q100 NAME (acres) 1YR-10YR 100 YR 1YR-10 YR (min) (in/hr) (cfs) (in/hr) (cfs) (in/hr) (cfs) (in/hr) 100 YR (cfs) COMMENTS EX-1 3.87 0.30 1.00 1.00 1.16 10.0 3.98 4.6 5.72 6.6 6.61 7.7 9.24 1.16 10.72 To EX. 'Y' Inlet OS-1 EX-2 3.59 0.30 1.00 1.00 1.08 10.0 3.98 4.3 5.72 6.2 6.61 7.1 9.24 1.08 9.96 To EX. 'Y' Inlet OS-2 EX-3 0.08 0.80 1.00 1.00 0.07 10.0 3.98 0.3 5.72 0.4 6.61 0.4 9.24 0.07 0.63 To Ex. Curb Inlet EX-3 EX-4 0.09 0.80 1.00 1.00 0.07 10.0 3.98 0.3 5.72 0.4 6.61 0.5 9.24 0.07 0.68 To Ex. 10' Curb Inlet EX-4 EX-5 0.02 0.80 1.00 1.00 0.02 10.0 3.98 0.1 5.72 0.1 6.61 0.1 9.24 0.02 0.16 To EX. 'Y' Inlet OS-2 EX-6 0.01 0.80 1.00 1.00 0.01 10.0 3.98 0.0 5.72 0.0 6.61 0.1 9.24 0.01 0.07 To Ex. 10' Curb Inlet EX-6 OS-1 0.12 0.30 1.00 1.00 0.03 10.0 3.98 0.1 5.72 0.2 6.61 0.2 9.24 0.03 0.32 To EX. 'Y' Inlet OS-1 OS-2 0.16 0.30 1.00 1.00 0.05 10.0 3.98 0.2 5.72 0.3 6.61 0.3 9.24 0.05 0.45 To EX. 'Y' Inlet OS-2 OS-3 0.08 0.80 1.00 1.00 0.06 10.0 3.98 0.3 5.72 0.4 6.61 0.4 9.24 0.06 0.59 To EX-3 OS-4 0.86 0.80 1.00 1.00 0.69 10.0 3.98 2.7 5.72 3.9 6.61 4.5 9.24 0.69 6.34 To EX-4 OS-5 0.03 0.80 1.00 1.00 0.02 10.0 3.98 0.1 5.72 0.1 6.61 0.2 9.24 0.02 0.22 To EX-5 EXISTING LEGEND: - - PROPERTY LINE LOT LINE EASEMENT LINE MAJOR CONTOUR LINE MINOR CONTOUR LINE oHE OVERHEAD ELECTRIC X X X X FENCE ® FENCE POST WVO WATER METER WV® WATER VALVE ® VAULT ICVEI IRRIGATION CONTROL VALVE FH-4 FIRE HYDRANT FDC* FIRE DEPARTMENT CONNECTION GUY WIRE • BOLLARD -7- SIGN 611 BILLBOARD PP'a POWER POLE LPc LIGHT POLE ACE] AIR CONDITIONING UNIT GMe GAS METER MHO MANHOLE MW(S MONITORING WELL EM❑ ELECTRIC METER GLc GROUND LIGHT SSCoo SANITARY SEWER CLEANOUT GI- GRATE INLET CIo CURB INLET 18" RCP STORM SEWER LINE EX. 8"w WATER LINE Ex. 8" ss SANITARY SEWER LINE EX. GAS GAS LINE UGT UNDERGROUND TELEPHONE LINE UGC UNDERGROUND COMMUNICATIONS LINE 0 50' 100, GRAPHIC SCALE - 1 "=50' Qz � O Glf2EL0 U ,Lw0Q> 0WzX� LU � ILL W z o=< -0 z0 LLI U Q,�Qz ^ Z L.L waQ�LU J 0 O U N w 0 a Q�>U) LL. O _- U) U) 00 Q ti z 0 a it U u) LU 0 Z w O � U o LU o PRELIMINARY FOR INTERIM REVIEW ONLY THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: PAUL BARTEL 136395 NAME P.E. NO. DATE 8/17/23 TBPE FIRM #F-312 PROJECT NO.: 54063 CITY CASE NO.: ZA23-0042 ISSUED: AUGUST, 2023 DRAWN BY: CAD CHECKED BY: PB SCALE: AS SHOWN SHEET TITLE EXISTING DRAINAGE AREA MAP 4 X X X X X O Q M M ca lr�' LU U) 11 M W M CV 0 N 7 M Z3 Q li.i Q 0 M 0 0 Q 0 0 LU W (D z z 0 N 0 0 Q U 0 J 0 0 c9 0 L0 0 0 0 L0 Q Q z Lu J_ L.L - � - E EX. 7'x5' RCBC -°. o - - - Q100-YR = 213.00 CFS - \� \' REFER TO KIMBALL OAKS AS -BUILT CIVIL PLANS, DATED/APPROVED 02/21 /2014. CRY SEWER LQJ N 00'1055"W T 5-9 PROP. 3'x3' 'Y' INLET A-0 7, _ _10 0.31 2.6 , NM / \ I , A-4 ' Moll" 1,39 11,8 6�01A RCBC , B N \ J0J 0.77 6,2 PROP. 4-GRATE INLET C-2 -_ 6291 �NN\� 0 9 \\ \ DISCHARGE POINT 1 QALLOW = 32.08 CFS QPROP = 41.26 CFS REFER TO KIMBALL OAKS AS -BUILT CIVIL PLANS, (AREA E3) DATED/APPROVED 02/21/2014. IIIII \ SWALE DENOTED PER % A-2 I III CHEATHAM & ASSOCIATES III AS -BUILT CIVIL PLANS DATED/APPROVED 3/31/00. I 0') / I I �� INI1 IN I PROP. 3'x\LANDSCAPE INLET A-1 339,85 Q FT. 60' R.O.W. DEDICd N PROP. 6-GRATE INLET A-2 0?.�CRE_3 w >_ 6 ¢ �� 6"63N coil � � n LLB LOT 1R, BLOCK 1 N / �,q b4�_ - CARROLL ISD I \ ST_A B - _ NO. 4 ADDITIC� III 6rv, l / -�� 624 CABINET A, SLID 3011 G \ `U<<\ ZONING. B� \ LUD. PUBLIC/SEM A-1 PROP. 4-GRATE INLET A-3 I \ 1 I A-3 - rOR EX. 8" SANITARY SEW \ EX. 10' CURB INLET EX-4 (TO BE REMOVED) \ PROP. 20' CURB INLET INLET D-1---- - G BREAK EX-5 R - AK - - EX-6 0,02 0,2 I � � 62S 624\ R i-- 0.14 1,2 - _� - ----- 0.01 0.1 0.1 F 27 \ EX in- CURBINLETEX6II-- O,o 15' SANITARY SEWERIEASE . 18" RCPM EX. 8" WATER LINE EX. 8" WATER LINE_ (INST. NO. D214263624) Ex w _ w _ EX. 30" RCP EX. U.G.E. \ 1 EX. 29' C \ N ACCESS, IT - m ?' .TI AND DRAINA ASEMEIN x EX. 10' UTILITY EASEMENT EX. 10' UTILITY EASEMENT (INST. NO. D21 624) U (INST. NO. D214263624) LL- o EIS-5 VILLAGE D �I ' EX. 15' COMMON ACCESS, UTILITY NTER DRI m� AND DRAINAGE EASEMENT 0.03 0.2 60' R.OW. - m ' NO. 214218746) _ 30'ICOMMON ACCESS, UTILITY INSTR. AND DRAINAGE EASEMENT NO. D214263 D1-❑FF ' (INST. NO. D214263624) EX. 10' UTILITY EASEMENT DISCHARGE POINT 5 16 0,86 6,3 ' LOT 2, BLOCK 1 Irr- QALLOVV = 7.02 CFS QPROP = 7.53 CFS REFER TO KIMBALL OAKS AS -BUILT CIVIL PLANS, (AREA E3) DATED/APPROVED 02/21/2014. lily I I I I I I KIMBALL OAKS ADDITION INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL DISCHARGE POINTS 1* 2 3 4 5 Q100 (ALLOWABLE IN CFS) 32.08 CFS 11.75 CFS 256.83 CFS 81.50 CFS 7.02 CFS Q100 (PROPOSED IN CFS) 41.26 CFS 2.57 CFS 256.83 CFS 79.55 CFS 7.55 CFS DELTA (PROPOSED -ALLOWABLE) 9.18 CFS -9.18 CFS 0.00 CFS -1.95 CFS 0.53 CFS * REFER TO DRAINAGE NOTE 5. BENCHMARK LIST POINT# NORTHING (Y) EASTING (X) ELEVATION DESCRIPTION 101 7,027,898.05 2,392,603.80 629.77 SXTP 102 7,028,201.15 2,392,556.93 632.14 SXTP 103 7,028,809.76 2,392,598.36 617.94 SXTP **USED AREA FROM KIMB LL OAKS AS -BUILT CIVIL PLANS DATED/APPROVED 02/21/2014 *USED C-FACTOR OF 0. 1�� OFF -SITE DRAINAGE ��J EX. 'Y' INLET OS-2 Q1nn_VR = 15.96 CFS ►1 U m ENGINEER qITARYSEWE m------------------------------- - Ex 8" SANITARY SEWER HALFF ASSOCIATES, INC. m - - - - - - - - ce 1201 N. BOWSER ROAD CBC ------------------------- - - - - - - 0II� RICHARDSON, TX 75081 DISCHARGE POINT 3 I II CONTACT: PAUL BARTEL / EMAIL:PBARTEL@HALFF.COM QALLOW = 256.83 CFS \ II TEL:(214)984-7321 PROP. DETENTION BASIN QPROP = 256.83 CFS - OWNER 100-YR WSE = 616.65 II FLOOR & DECOR REFER TO KIMBALL OAKS AS -BUILT \ 2500 WINDY RIDGE PKWY SE / CIVIL PLANS, DATED/APPROVED ATLANTA, GA 30339 02/21/2014. v CONTACT: PHILIP COCHRAN DISCHARGE POINT 2 Z III EMAIL: PHILIP.COCHRAN@FLOORANDDECOR.COM Q x All TEL:(770)617-4262 C° QALLOW = 11.75 CFS o, V 0 DRAINAGE NOTES: z 0 X I y l QPROP - 2.57 CFS Y Q M a LU z I III LOCATION MAP REFER TO KIMBALL OAKS AS -BUILT O " o ti p 1. ALL FLOW RATES LISTED BELOW ARE BASED ON THE 100-YEAR STORM NOT TO SCALE Q o V II EVENT. CIVIL PLANS, (AREA E1) 00 � Z Q 2. AREAS "S" AND "E" FROM DRAINAGE AREA MAP BY CHEATHAM & DATED/APPROVED �= W O Z 00 02/21/2014. DO I' Z o \ ASSOCIATES, DATED 10-12-00 FOR OFFSITE "DRAINAGE AND SANITARY I� of OJ Q V � N u SEWER IMPROVEMENTS TO SERVE NEW INTERMEDIATE/MIDDLE SCHOOL", 1 ¢ Z Q II"DRAINAGE AREA MAP AND HYDRAULIC COMPUTATIONS" CONTRIBUTE TO cc THE EXISTING 5 - 8'x4' R.C.B.C. BORDERING THE SITE, DESIGN Q FROM � / C-4 W -Oil THESE AREAS IS 95.1 CFS (FROM "S" DETAINED) AND 117.9 CFS (FROM "E" ' I I I 'I UNDETAINED), TOTALING 213.0 CFS. 6>� 0.12 1.0 UTILI DISCHARGE POINT 4 ?Q 3. PER KIMBALL OAKS AS -BUILT CIVIL PLANS DATED/APPROVED 2-21-14, AN E ALLOWABLE FLOW OF 32.08 CFS (AREA E3) WAS DESIGNED FOR I� p. P. 11456 P.R.T. . .) QALLOW = 9.55 CFS II DISCHARGE POINT 1, AND AN ALLOWABLE FLOW OF 11.75 CFS (AREA El) QPROP = 79.55 CFS WAS DESIGNED FOR DISCHARGE POINT 2. COMBINING THESE - /. ALLOWABLE FLOWS WITH THE EX. OFFSITE FLOW OF 213 CFS FROM REFER TO KIMBALL OAKS AS -BUILT I / "INTERMEDIATE/MIDDLE SCHOOL", RESULTS IN A TOTAL ALLOWABLE - CIVIL PLANS / FLOW OF 256.83 CFS AT DISCHARGE POINT 3. J - -- - I - - - - - DATED/APPROVED 02/21/2014. �/ 4. FOR THIS DEVELOPMENT, A PROP. FLOW OF 41.26 CFS WILL BE SENT TO I E . 8'x4' RCBC 1 DISCHARGE POINT 1 AND A PROP. FLOW OF 2.57 CFS WILL BE SENT TO EX. CURB INLET EX-3 i DISCHARGE POINT 2. COMBINING THESE PROPOSED FLOWS WITH THE -2" P �� Qi II EX. OFFSITE FLOW OF 213 CFS FROM "INTERMEDIATE/MIDDLE SCHOOL", X. 20' STORM BRAIN E Q100-YR = 3.71 CFS ° X III WILL RESULT IN A TOTAL PROP. FLOW OF 256.83 CFS AT DISCHARGE EASE ENT POINT 3. _ Cn (V. 149 3, 405 D�R.T.C. .) (SEE DRAINAGE NOTE 6 THIS S EET) o II 5. DUE TO THE PROP. FLOW EXCEEDING THE ALLOWABLE FLOW AT Q100-YR - 58.90 CFS c III DISCHARGE POINT 1 (41.26 - 32.08 = 9.18 CFS) DETENTION IS REQUIRED TO i 1 TORM DRAINAGE REDUCE THE PROP. FLOW TO DISCHARGE POINT 2 TO A RATE OF 1 ESEI/I NIT (11.75 - 9.18 = 2.57 CFS). HALFF HAS VERIFIED THAT THE EX. STORM E S NITREFER TO KIMBALL OAKS AS -BUILT (If�J NO. D212098905) z CONVEYANCE SYSTEM CAN ACCEPT ADDITIONAL FLOW FROM DISCHARGE LL Z CIVIL PLANS, DATED/APPROVED a 0 1 m III POINT 1. C-OD 02/21/2014. Zt 1N m 03 x 6. 3.71 CFS WAS CALCULATED USING PROPOSED DRAINAGE AREAS C-OA, " y 00 W x v n III C-013, AND EX-3 IN CONJUNCTION WITH KIMBALL OAKS AS -BUILT CIVIL h / \ 0.08 0.7 U y o a Z w R III PLANS DATED/APPROVED 2-21-14 DRAINAGE AREAS OS-2 & OS-3. / I l 13 0 y 0 III (0.77 + 0.70 + 0.46 + 1.02 + 0.76 = 3.71 CFS). pp U � V c� 7. PER KIMBALL OAKS AS -BUILT CIVIL PLANS DATED/APPROVED 2-21-14, A .I 15' UTILITY EASEMENT J ? J I" (C F NO. D212098905) `= -L O Z Q x FLOW OF 7.02 CFS DRAINS TO EX. INLET EX-4 (AREA D4 PER KIMBALL Q Z O � OAKS PLAN). INLET EX-4 IS TO BE REMOVED & RELOCATED, RESULTING IN C-OB O ca N ujAN INCREASE OF FLOW OF 0.51 CFS (D1 - EX4). AT THE SAME TIME, THE Y V p III PROPOSED NORTHERN DRIVE WILL ACCEPT 0.59 CFS (C3-OFF) FROM THE z 0,08 0,7 J III SAME OFFSITE SYSTEM. /n II N \ ONSITE UNCHANGED FLOW � � I EX. TSTORM DRAINAGE � REFER TO KIMBALL OAKS AS -BUILT 1 EPC MENT CIVIL PLANS, DATED/APPROVED II DRAINAGE LEGEND. �I IN N0. 214218746) 02/21/2014 FOR BREAKDOWN. 1 11 � 1 N DRAINAGE AREA EXISTING LEGEND. REFER TO KIMBALL CROSSING AS -BUILT a CIVIL PLANS, DATED/APPROVED EX-1 PROPERTY LINE 10/10/2012 FOR BREAKDOWN. 00 021 W F LOT LINE 5 / III 2.57 ---- EASEMENT LINE MAJOR CONTOUR LINE AREA E�5' ORM DRAINAGE \\ �\ I (ACRE) FLOW (CFS) MINOR CONTOUR LINE S 9 34 CC O. D2 98905) \ �c'a\ \� 5kz. OHE OVERHEAD ELECTRIC it NOOi 02'16"W ,.,\ l 7 29 - X X X X FENCE jif _ .. VVA I t I O�c �\ cA. Ou MU -71 EX-3 C-0A - �- 0.06 0.5 - - - - -L J EX. 81NATER LINE -- - -- �1-G E. - EX. U.G.E. - - - - - - - LL I N EX. 10' UTILITY EASEMENT K 1 (INST. NO. D214263624) tIM L OAKS ADDITION / w C3-11FF EX. VARIABLE WIDTH COMMON ACCESS EASEMENT = / NO. D214263624 (INST. NO. D206305192) ONING. SP1 III 0,08 0,6 _FUJD. R TAIL COMMERCIAL EX. 20' C.A.EII (INST. NO. D205 1 / / 20' PIPELINE EASEMENT FENCE POST =X. 1Q�1TILITY EASEMENT WM0 WATER METER -o N WV® WATER VALVE E. SOUTHLAKE BOULEVARD (F. M. 1709) (Variable Width R.OW,) PROPOSED DRAINAGE AREAS DA AREA C CF CF C*A*CF Tc 11 Q1 15 Q5 110 Q10 1100 C*A*CF 0100 NAME (acres) 1YR-10 YR 100 YR 1YR-10 YR (min) (in/hr) (cfs) (in/hr) (cfs) (in/hr) (cfs) (in/hr) 100 YR (cfs) COMMENTS A-0 0.31 0.70 1.00 1.25 0.22 10.0 3.98 0.9 5.72 1.2 6.61 1.4 9.67 0.27 2.61 To Prop. 3'x3' 'Y' Inlet A-0 A-1 0.29 0.70 1.00 1.25 0.20 10.0 3.98 0.8 5.72 1.2 6.61 1.3 9.67 0.25 2.44 To Prop. TxT Landscape Inlet A-1 A-2 1.77 0.70 1.00 1.25 1.24 10.0 3.98 4.9 5.72 7.1 6.61 8.2 9.67 1.55 14.99 To Prop. 6-Grate Inlet A-2 A-3 1.11 0.70 1.00 1.25 0.78 10.0 3.98 3.1 5.72 4.5 6.61 5.1 9.67 0.97 9.42 To Prop. 4-Grate Inlet A-3 A-4 1.39 0.70 1.00 1.25 0.98 10.0 3.98 3.9 5.72 5.6 6.61 6.4 9.67 1.22 11.79 To Prop. 3'x3' 'Y' Inlet A-0 B 0.74 0.70 1.00 1.25 0.52 10.0 3.98 2.1 5.72 3.0 6.61 3.4 9.67 0.65 6.24 To Prop. Pond C-OA 0.09 0.70 1.00 1.25 0.06 10.0 3.98 0.3 5.72 0.4 6.61 0.4 9.67 0.08 0.77 To Ex. Curb Inlet EX-3 C-0113 0.08 0.70 1.00 1.25 0.06 10.0 3.98 0.2 5.72 0.3 6.61 0.4 9.67 0.07 0.70 To Ex. Curb Inlet EX-3 C-0C 0.05 0.70 1.00 1.25 0.03 10.0 3.98 0.1 5.72 0.2 6.61 0.2 9.67 0.04 0.39 To Ex. 'Y' Inlet OS-2 C-OD 0.08 0.70 1.00 1.25 0.05 10.0 3.98 0.2 5.72 0.3 6.61 0.4 9.67 0.07 0.66 To Ex. 'Y' Inlet OS-2 C-1 0.50 0.70 1.00 1.25 0.35 10.0 3.98 1.4 5.72 2.0 6.61 2.3 9.67 0.44 4.21 To Prop. 2-Grate Inlet C-1 C-2 0.68 0.70 1.00 1.25 0.48 10.0 3.98 1.9 5.72 2.7 6.61 3.2 9.67 0.60 5.77 To Prop. 2-Grate Inlet C-2 C-3 0.51 0.70 1.00 1.25 0.36 10.0 3.98 1.4 5.72 2.0 6.61 2.4 9.67 0.45 4.31 To Prop. 2-Grate Inlet C-3 C-4 0.12 0.70 1.00 1.25 0.08 10.0 3.98 0.3 5.72 0.5 6.61 0.5 9.67 0.10 0.98 To Ex. 'Y' Inlet OS-1 D-1 0.14 0.70 1.00 1.25 0.10 10.0 3.98 0.4 5.72 0.6 6.61 0.7 9.67 0.12 1.19 To Prop. 20' Curb Inlet D-1 D1-OFF** 0.86 0.80 1.00 1.00 0.69 10.0 3.98 2.7 5.72 3.9 6.61 4.5 9.24 0.69 6.34 To Prop. 20' Curb Inlet D-1 C3-OFF** 0.08 0.80 1.00 1.00 0.06 10.0 3.98 0.3 5.72 0.4 6.61 0.4 9.24 0.06 0.59 To Prop. 2-Grate Inlet C-3 EX-3* 0.06 0.80 1.00 1.00 0.05 10.0 3.98 0.2 5.72 0.3 6.61 0.3 9.24 0.05 0.46 To Ex. Curb Inlet EX-3 EX-5* 0.02 0.80 1.00 1.00 0.02 10.0 3.98 0.1 5.72 0.1 6.61 0.1 9.24 0.02 0.16 To Prop. 3'x3' 'Y' Inlet A-0 EX-6* 0.01 0.80 1.00 1.00 0.01 10.0 3.98 0.0 5.72 0.0 6.61 0.1 9.24 0.01 0.07 To Ex. 10' Curb Inlet EX-6 OS-5* 0.03 0.80 1.00 1.00 0.02 10.0 3.98 0.1 5.72 0.1 6.61 0.2 9.24 0.02 0.22 To EX-5 SHADY II ® VAULT CV, IRRIGATION CONTROL VALVE FHA FIRE HYDRANT FDC'* FIRE DEPARTMENT CONNECTION GUY WIRE • BOLLARD z-- SIGN �_L, BILLBOARD PPS POWER POLE LPG LIGHT POLE ACE] AIR CONDITIONING UNIT GMT GAS METER MHC) MANHOLE MwcS MONITORING WELL EM❑ ELECTRIC METER GLc GROUND LIGHT SSCGo SANITARY SEWER CLEANOUT GI® GRATE INLET CIo CURB INLET - 18" RCP STORM SEWER LINE EX. 8" W WATER LINE EX. 8" SS SANITARY SEWER LINE EX. GAS GAS LINE UGT UNDERGROUND TELEPHONE LINE 11GC UNDERGROUND COMMUNICATIONS LINE GRADING LEGEND 405 PROP. MAJOR CONTOUR 406 PROP. MINOR CONTOUR - - - - - - - - - RIDGE LINE -----------------GB------------------ GRADE BREAK 0 FLOW ARROW 405.00 PROPOSED ELEVATION 405.00t MATCH EXISTING ELEVATION MATCH EX. PROPOSED RETAINING WALL 0 50, 100, GRAPHIC SCALE - 1"=50' �/ QZrn L.L O 2 LLJ U ILLW 0�zx� U Q � �wzv zW O C)T< 0 OOZ5 � LLI QY~Q .-. Z � / L.L W Q Q J LLl E O I_ Uc��lw0 < LL o 'U'^^ vJ 00 Q ti r- N N oLO rn �C/) w Who LU 0 04 mof CID M w C) "T Q N oUlj ma� ��! w �__ MEN MEN Now z 0 a_ 0 w 0 LU O o U LU O PRELIMINARY FOR INTERIM REVIEW ONLY THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: PAUL BARTEL 136395 NAME P.E. NO. DATE 8/17/23 TBPE FIRM #F-312 PROJECT NO.: 54063 CITY CASE NO.: ZA23-0042 ISSUED: AUGUST, 2023 DRAWN BY: CAD CHECKED BY: PB SCALE: AS SHOWN SHEET TITLE PROPOSED DRAINAGE AREA MAP 5 X x x x 0 Q M M w w ti Lii ri N 0 N i� 7 Q Lii Q 0 M 0 0 It 7 ry I- U w CD z z O m 0 0 Q U 0 J 0 0 0 Ln cn 0 0 Q Lu Q z w J_ L.L \ �I \ I I \ EX. 20' STORM DRAINAGE LOT 1R, BLOCK 1 EASEMENT GATEWAY CHURCH ADDITION (V. 14983, 405 D.R.T.C.T.) \ ZONING�CS V� - EX. 15' UTILITY EASEMENT \ / LUD. OFFICE COMMERCIA 1 �` 20' BUFFERYARD TYPE C EX. 15' UTILITY EASEMENT ire meshing — a — — — — — — — — — — — — — — — — — EX. 8" SANtTARY SEWER 0 IN — N00010'55" 592.90' x EX. 30" RCP m 02 EX. 36" RCP E :\��/- - - - / z l0 / O - - - - - - - - - - - EX. 8" S ITARY SEWED m " ANITARY EWER m EX.7'x5'RCBC °� tX.7'X5'RCBC 42 RCP x5'RCBCr EX Tx5'RCBC----------------------------_ I I -� 3'x3' Y INLET STA. 0+12.76 LINE A - - - \ STA. 0+00.00 LINE X rt — 621 Cli STA. 0+00.00 LINE A \ 33- 6 - CONNECT PROP. 42" RCP \ 1TO EX. STUB OUT 33"RCP J I \ ci It/ EASEMENT - FDCI / / /Vuu IFo RIDGE \ . nor- r ) // / 1/ p o I = N N CONNECT PROP. 18" RCP TO EX. STUB OUT - — - o N / ut EX. Q� 24" HDPE -/ PROP. DETENTION BASINr<"+ - - - - - 100-YR WSE = 616.65 / / STA. 0+55.25 LINE X FLARED WINGED HEADWALL W/ 620 J ORIFICE PLATE i lQ 0 Icr CDCD U.� 18" RCI111\ I STA. 0+23.86 LAT A-1 I I I \ '' I 3x3LANDSCAPE INLET I / I I / / / FLOOR DECOR I I / 1 STORY / / 75,078 SF. U I ICI69/ U I FF=629.50 / rn I I I I \ I - II- I 4' FLUME I //cu �. 3U59�Q.FT. j - - 20' BUFFERYARD TY i 1E) - r 24" RCPM 60' R.O.W. DEDICPI STA. 0+04.62 LAT A-2 - / \\\ \ �- ACRES __634� 1 6-GRATE INLET �`� \' / \� \ -633�� �I 1 / /I - I I I - \� '' jEMAI&A E14� OFA — - 631 _ / III = , \ �LL 1�2. C 630 _ / /l -/�� Gib - 09L 62s- _ - - -Az / l� LOT 1R Li (� 1 ° h / �628� STA. 0+37.80 LINE C = - CARROL� - " STA. 0+00.00 LAT C-2 I D nn I YI 49.2' 49.8' \ / / �5���b2 = 4'x4' JUNCTION BOX W/ MH RISER NO. 4ADdlIOI�V 00 10.7' , I\n,3� -I b CABINET A, S41�n IDGE - `� 21`' RCP ZO /NG! - / I \ LUD. PUBLIC/ST, -0tll Q ' t _j STA. 0+07.51 LAT C-1 2-GRATE INLET STA. 5+46.91 LINE A \ I 4-GRATE INLET 00 I N \ I I RI Ej_ 1 R DGE _ I , 626 I EX. 8" SANITARY SEWER STA. 0+65.92 LAT D 20' CURB INLET X I I - -I- 628 ' � I EX 15' SANITARY SEWE�E S (I S . NO. D214263624)00 LJ \ - EX. 29' COMMON ACCESS, UTI IIT AND DRAINAGE EASEMEINT S. VILLAG (INST. NO. D214263624) ENTER DRIV INS TR. . D214263 � I I BENCHMARK LIST POINT# NORTHING (Y) EASTING (X) ELEVATION DESCRIPTION 101 7,027,898.05 2,392,603.80 629.77 SXTP 102 7,028,201.15 2,392,556.93 632.14 SXTP 103 7,028,809.76 2,392,598.36 617.94 SXTP t .� PROP. 1 1111 LAT D 2-GRAT PROP.NNECT .TO 1 • •1- BEiki ki i E '� CR w w J 00 L ec w m X EX. 10' UTILITY EASEMENT u (INST. NO. D214263624) LL < . 7 cn I I y l I m I � I I I I I I I I ►1- I I I EX. 8" WATER LINE EX. 30" RCP EX. U.G.E. 20' BUFFERYARD TYPE \ L EX. 15COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. 214218746) 30' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 10' UTILITY EASEMENT LOT 2, BLOCK 1 KIMBALL OAKS ADDITION INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL 6, 7 m 1 L� W 2+01.72 LAT C-2 ?� V v�i VZ M a 4-GRATE INLET m � O O y O ° I I;II o I pJp`'ap�V Ul T Z Q 00 m Lu Z I �1 ;o j JmZO� I� I �lo I I WI I �QUI�NUj � I w Q'I I AO W rn I I I I co' E K. ' UTILIT J CO • ,P P. 11456 P.R.T.C.T.) / I I � ���,,,, — — — — — — — — — — — — / S00°1'G1 �50.0� \ T-- - ---- - - - - - - - - - - - - - - - - 8'x4' RCBC EX. 8'x4' EX. 20'ISTORM DRAINE - - EASEMENT i \ - (V. 1490, 405 DI.R.T.C. .) �G _A, \ 1 STORM I I INAGE EASE: ENT (ST. 0. D212905) VQ�O LoJ STA. 0+00.00 LINE Cco y W CONNECT TO EX. Y INLET V y m a co ca O Lu I I 1 15' UTIL T EASEMENT O m? N ;� � r o, ,F NOuj . D 1 098905) J Lo cn Z 11 14 I I EX. 1 ' STORM DRAINAGE 1 I \ MENT rIN NO.214218746) 10 BUFFERYARD H TYPE B I \ 0 _E�15' IrORM DRAINAGE F_ - \ , \CD � CC O. D21 98905) i 0� ���� �� ����� ", - \ z /�- \ \ --- ---- -_- - ---- -t�� SEX. 8" WAIF --- Ex. U. / \ EX.U.GE. -- -- --- - - F I X. 10' UTILITY EASEMENT INST. NO. D214263624 U LOT 1 BLOCK 1 EX. VARIABLE WIDTH COMMON ACCESS EASEMENT KIMBALL OAKS ADDITION (INST. NO. D206305192) 00 INST. NO. D214263624 �w / I w ZONING. SP1 LUD. RETAIL COMMERCIAL ENGINEER OWNER (INST HALFF ASSOCIATES, INC. FLOOR & DECOR I 1201 N. BOWSER ROAD 2500 WINDY RIDGE PKWY SE RICHARDSON, TX 75081 ATLANTA, GA 30339 CONTACT: PAUL BARTEL CONTACT: PHILIP COCHRAN EMAIL:PBARTEL@HALFF.COM EMAIL:PHILIP.COCHRAN@FLOORANDDECOR.COM TEL:(214)984-7321 TEL:(770)617-4262 STORM DRAINAGE LEGEND STORM LINE - 0 CURB INLET 0 GRATE INLET STORM JUNCTION BOX W/ MH RISER EXISTING LEGEND: - - PROPERTY LINE LOT LINE EASEMENT LINE MAJOR CONTOUR LINE MINOR CONTOUR LINE OHE OVERHEAD ELECTRIC X X X X FENCE ® FENCE POST wvo WATER METER wVG WATER VALVE ® VAULT CV, IRRIGATION CONTROL VALVE FHA FIRE HYDRANT FDC'* FIRE DEPARTMENT CONNECTION GUY WIRE • BOLLARD 7- SIGN �_L, BILLBOARD PPS POWER POLE LPG LIGHT POLE AC❑ AIR CONDITIONING UNIT GMT GAS METER MHC) MANHOLE Mw(S MONITORING WELL EM❑ ELECTRIC METER GLc GROUND LIGHT ssCoo SANITARY SEWER CLEANOUT GI® GRATE INLET Clo CURB INLET 18" RCP STORM SEWER LINE EX. 8"w WATER LINE EX. 8" SS SANITARY SEWER LINE EX. GAS GAS LINE uGT UNDERGROUND TELEPHONE LINE —UGC— UNDERGROUND COMMUNICATIONS LINE 0 40' 80, GRAPHIC SCALE - 1"=40' �/ Qzrn L.L O,Lw0Q� �2� U o�zx� W w ILL Lu z O p 2 Q 0 O � Y w06 ~ Q Q z L.L Lu <LLLJ J O 0� 00 o Uc��IW0 < Q LL CD `� U) 00 Q Lo r- N N �Lo rn �c/) w U)�o w� OECD m .0 cl z Q N oULj MEN MEN Now Z 0 a it U U) w 0 Lu O 0 U) > Lu�o PRELIMINARY FOR INTERIM REVIEW ONLY THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: PAUL BARTEL 136395 NAME P.E. NO. DATE 8/17/23 TBPE FIRM #F-312 PROJECT NO.: 54063 CITY CASE NO.: ZA23-0042 ISSUED: AUGUST, 2023 DRAWN BY: CAD CHECKED BY: PB SCALE: AS SHOWN SHEET TITLE STORM DRAINAGE PLAN 6 I r I I 20' BUFFERYARD TYPE B — 60' R.O.W. DEDICATION LOT 1R, BLOCK 1 CARROLL ISDI NO. 4 ADDITION CABINET A, SLIDE 113 ZONING. CS I LUD. PUBLIC/SEMI-PU LOT 1R, BLOCK 1 GATEWAY CHURCH ADDITION ZONING. CS LUD. OFFICE COMMERCIA ire meshing a0 EX. 8" SANITARY SEWER N00°10' EX. 7 x5 RCBC X. / ------------ — — FIRE HYDRANT }� CF C rv-y� % / — C 8 FIRE N _ I C 2" DOM I I 2" DOM. METER & BACKFLOW PREVENTER APPROXIMATE WATER RISER LOCATION (INTERNAL WITHIN BUILDING) I � I I I I I o I I I I I I I I I II II I I I I I I I �4 I I C FIRE HYDRANT }� I I I EX. 8" SANITARY SEWER I I I - - REMOVE EX. STUB AND CONNECT TO EX. 8" PVC F I I — 15' SANITARY SEWERIE S N EX. 18" R (I S . NO. D214263624) I - 00 I� EX. 29' COMMON ACCESS, UTI IIT AND DRAINAGE EASEMEINT S. VILLAGij (INST. NO. D214263624) �' ENTER DRII I 60' R.OW. INS TR. . D214263 I I I BENCHMARK LIST POINT# NORTHING (Y) EASTING (X) ELEVATION DESCRIPTION 101 7,027,898.05 2,392,603.80 629.77 SXTP 102 7,028,201.15 2,392,556.93 632.14 SXTP 103 7,028,809.76 2,392,598.36 617.94 SXTP \ EX. 20' STORM DRAINAGE o EASEMENT a (V.14983,405 D.R.T.C.T.) EX. 30" RCP - Q - EX. 15' UTILITY EASEMENT s� 20' BUFFERYARD TYPE C EX. 15' UTILITY EASEMENT i"W 592.90' X. 7'x5' RCBC 0 o REMOVE EX. 8" t8"PVC FIRE HYDRANT D N N CONNECT PROP_ N TO EX. 8" PVC11 d — co Co �118 \,Q _ - — — — — — — — — — — — — —� co PROP. 15' WATER � x EASEMENT Lo ►C.Ijc1+00 PROP. GUARDRAIL PROTECTINGRISER (INTERNAL WITHIN 2-WAY 8" CLEANOUT Do — BUILDING) p Fl I 8 � — 18 LL—i Li I I I I I — FLOOR DECOR 1 ST RY 75,07 SF. FF = 629.50 339,859 SQ. FT. OR 7.802 ACRES (REMAIN ER OF A ALLED 11.208 ACRE TRACT) GREENWAY- 7091ELEVEN PARTNERS, L.P. _ INST. NO D197109628 I PROP. 15' WATER EASEMENT C 2" IRR. METER & BACKFLOW PREVENTER 2IlM ..8 T 2IlM ..8 R P.r'rjTE L � _E__ ASEM — — — — — — C FIRE HYDRANT E " RCP w w �- w m X EX. 10' UTILITY EASEMENT u (INST. NO. D214263624) LL < ' 7 I I D I I cn m I � I 2Il 2IlM ..8 FIRE HYDRANT ►� �� ��M1��r I CD C. I I � I I P OP 15' EASEMENT I I I I I I � II - I J-M ..8 m x w EX. 36" RCP E. D z O _ O ITARY SEWER m " ANI_TARY EWES m EX. 7'x5' RCBC —' EX. 24" HDPE PROP. DETENTION BASIN N vqI- IMI Oo�N�?O ° m�ao�v X,I �I �ZQ '?= m W O Z �1 0I 1 ~O_j NLU _j AO = ? Ul J I I I I II W 'II i i i I ' E ' UTILIT J ,P. P. 11456 P.R.T.C.T.) I � T— — I— —----------- S00°14'2y>I" I 50.00' \ T-- — ---- — �� L--- - - - - - - I I E . 8'x4' RCBC EX. 8'x4' I I I I I _ -� -- - - - - - - - - EX.42" P / / — � EX. 20'ISTORM DRAIN E EASEMENT (V. 1490 405 DI R T C ) w f� � N\� M < � cn 00 z kTER �O / REMOVE EX. STUB AND CONNECT TO EX. 8" PVC — — — — — — — — o EX. 8" WATER LINE EX. 30" RCP < EX. U.G.E. 20' BUFFERYARD TYPE \ L EX. 15' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. 214218746) 30' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 10' UTILITY EASEMENT LOT 2, BLOCK 1 KIMBALL OAKS ADDITION INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL E��c. 1 STORM INAGE EAS (INST. ENT NO. D212 8905) Q i w Oo V ct Y c o CL p O N y � I ca �JOZQ 15' UTIL T EASEMENT O o0 Z N W GAF NO. D 1r98905) J U- ct I I Y. I II I I I I I I I I I I J I I I EX. 1 ' STORM DRAINAGE I I EASEMENT (IN . NO. 214218746) 10' BUFFERYARD H TYPE B I I I \ I \ 0 EX. 15' ORM DRAINAGE �\ I F-- CD EAS E (CCF NO. D21 98905) 00002116" S00°0 " WAT 7L&QL �� — — — — — — -- .�� � OS -----__�_<<_—}—�� — — — — —t�EX.8"WAIE EX.U.G.E. — — — --- — F I ( X. 10' UTILITY EASEMENT U LOT 1 BLOCK 1 I� Ik INST. NO. D214263624 , EX. VARIABLE WIDTH COMMON ACCESS EASEMENT KIMBALL OAKS ADDITION (INST. NO. D206305192) 00 INST. NO. D214263624 �w / I w ZONING. SP1 LUD. RETAIL COMMERCIAL ENGINEER OWNER (INST HALFF ASSOCIATES, INC. FLOOR & DECOR J 1201 N. BOWSER ROAD 2500 WINDY RIDGE PKWY SE RICHARDSON, TX 75081 ATLANTA, GA 30339 CONTACT: PAUL BARTEL CONTACT: PHILIP COCHRAN EMAIL:PBARTEL@HALFF.COM EMAIL:PHILIP.COCHRAN@FLOORANDDECOR.COM TEL:(214)984-7321 TEL:(770)617-4262 WATER & WASTEWATER LEGEND WATER PIPE FIRE HYDRANT T VALVE TEE FDC� FDC F—I / � -I zl BENDS E PLUG ' REDUCER WATER METER BACKFLOW PREVENTOR — — WASTEWATER PIPE • WASTEWATER MANHOLE = DCO 2-WAY CLEANOUT EXISTING LEGEND: PROPERTY LINE LOT LINE EASEMENT LINE MAJOR CONTOUR LINE MINOR CONTOUR LINE OHE OVERHEAD ELECTRIC X X X X FENCE ® FENCE POST WVO WATER METER wv® WATER VALVE ® VAULT ICVI IRRIGATION CONTROL VALVE FHA FIRE HYDRANT FDC'* FIRE DEPARTMENT CONNECTION GUY WIRE • BOLLARD z SIGN BILLBOARD PPS POWER POLE LP(- LIGHT POLE ACE] AIR CONDITIONING UNIT GW GAS METER VHC) MANHOLE Mw(S MONITORING WELL EV❑ ELECTRIC METER GLc GROUND LIGHT ssCoo SANITARY SEWER CLEANOUT GI® GRATE INLET CIo CURB INLET 18" RCP STORM SEWER LINE EX. 8" W WATER LINE EX. 8" SS SANITARY SEWER LINE EX. GAS GAS LINE LIGT UNDERGROUND TELEPHONE LINE -UGC-UNDERGROUND COMMUNICATIONS LINE 0 40' 80, GRAPHIC SCALE - V=40' Q N O U LL o�zx� LLu O Q >- W Li j Z 0 0 T_ O tY Y Q w z z �/ L.L W Q Q J LU � O Ucq�lw0 < LL O `� U) 00 Q ti r- N N q oLo rn �� w Cl o P N o�� CID . of co M 0 Q N oUlj ma R P MEN MEN Now Z 0 a 0 U) w t] w O U7 w o PRELIMINARY FOR INTERIM REVIEW ONLY THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: PAUL BARTEL 136395 NAME P.E. NO. DATE 8/17/23 TBPE FIRM #F-312 PROJECT NO.: 54063 CITY CASE NO.: ZA23-0042 ISSUED: AUGUST, 2023 DRAWN BY: CAD CHECKED BY: PB SCALE: AS SHOWN SHEET TITLE SITE UTILITY PLAN 7 EX. 20' STORM DRAINAGE - LOT 1R, BLOCK 1 EASEMENT FD GATEWAY CHURCH ADDITION (V. 14983, 405 D.R.T.C.T.) \ E? CABINET A, SLIDE 7866 ZONING. CS EX. 15' UTILITY EASEMENT \ o LUD. OFFICE COMMERCIAL 20' BUFFERYARD TYPE C � EX. 15' UTILITY EASEMENT � - - - - - - - - - - - - - - - - - - - - - O _ I - - N00°10'55"W 592.90' i 00 — — Qu il, I 20' BUFFERYARD TYPE B 60' R.O.W. DEDICATION I LOT 1R, BLOCK 1 CARROLL ISDI NO. 4 ADDITION CABINET A, SLIDE 1130' ZONING. CS I LUD. PUBLIC/SEMI-PU& —� o PROP. 8' SIDEWALK I I Q IImI 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 � O N N� J 0J N Cl-I ID FLOOR & DECO J 1 STORY 75078 SF. FF = 629.50 339,859 SQ. FT • OR 7.802 ACRES (REMAINDER Of A 4LLE D 11.208 ACRE TRACT) GRE NWAY-17091E EVEN PARTNERS, L. . INST NO D197109628 —1 PROP. 5' SIDEWALK I I I I I I II I I I I L -- I ----- — — — — — I / r I I o— 7 — — — — — EX. 15SANITARY SEWER EAS N (INST. NO. D214263624) EX. SIDEWALK I EX. 29' COMMON ACCES§, UTILITY AND DRAINAGE EASEMEINf ,VILLA( (INST. NO. D214263624) � (,ENTER DI 60' R.OV INSTR. l hl I. D21426 _ /�j X. 10' U ILITY EASEMENT (INST. NO D214263624) I I � I I I I z\ BENCHMARK LIST POINT# NORTHING (Y) EASTING (X) ELEVATION DESCRIPTION 101 7,027,898.05 2,392,603.80 629.77 SXTP 102 7,028,201.15 2,392,556.93 632.14 SXTP 103 7,028,809.76 1 2,392,598.36 617.94 SXTP I CONCRETE PAVEMENT PROP. 8.5' SIDEWALK ------------- J71-J �o 20' BUFFERYARD TYPE CV 7nI I ITII IT\/ rACIrRArklT L EX. 15' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. 214218746) 30' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 10' UTILITY EASEMENT LOT 2, BLOCK 1 KIMBALL OAKS ADDITION INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL I 0 <-- - - - - - - - - - � ------ ---------- � II o — -- / �\ PROP. DETENTION BASIN _ _ 100-YRWSE=616.65 r ND ,z Z 0 X LOCATION MAP NOT TO SCALE SHADY II LEGEND IL � V ill CUSTOMER/CLIENT/MAINTENANCE l l p cc W I ENTRANCE & EXIT _ l v C) m CL II ° I I I I I oy� I I I II 5 QaF40 I I I I II I � uj �JOpZO� I I III I IF-lo I I O Q Q N W I III DELIVERY Z V Q II ENTRANCE & EXIT AO � U / �I ll l l l II / II PEDESTRIAN ACCESS PATH I EX. 1 j UTILIT ASt . ,P. P. 11456 P.R.T.C.T.) - — /II L�—�— I � ❑❑ I I II S0014IIIO2 �- ---- �---------- + / I \ L-- — — ----— / it �� � _ --_ --- ---�— — — — — — — ---- I— --- / DTI II O / EX. 20'STORM RAIN - - - - - EEASEMENT9 E , �l x (V. 1490, 405 DI.R.T.C. ) c: I II I Etc. 15' STORM DRAINAGE 1 L 0 E1 SEMI=NT J z l II (INST. NO. D212098905) i U w � 0 � l y 00 varU 00 II VOcn� Nab NIII � U � ILL II I I I I I m JpZ_ I l II EX. 15' UTILITY EASEMENT O 00Z N W l (CG(F NO. D21.2098905) l J Z W ct II S2 W i I I I I Y. -i II I I I I I I l I I I II N I I I I I I l I I I I I I I I I l I I I II � EX. 15' STORM DRAINAGE I- '�1 I I I EASEMENT II o l (INST. NO. 214218746) 0 rt -10' BUFFERYARD a m O CD / TYPE B ° \ l N00°02'1 6" r / \ 510.00'7 \ \ I ° EX. 15' SANITARY SEWER EASEMENT EX. 15' \ �W C' N89°3�"ES89°6" CC F NO. D212 98905) \ \ \ 0 00 \ N 0°02'16"W ' - - - - - -— — /EX. �- 20' PIPELINE EASEMENT EX 10' 'JTILITY EASEMENT S00°02'16"E 967.50' - - - - - - - J - - - - - - - -❑ - - _o — / \ — —_— ---_� ---- —tom — — — — ♦ < - - - J EX. 20' C.A.E. E. SOUTHLAKE EX. 10' UTILITY EASEMENT (INST. NO. Di0630 1 2) BOULEVARD (INST. NO. D214263624) LOT 1, BLOCK 1 / EX. VARIABLE WIDTH COMMON ACCESS EASEMENT KIMBALL OAKS ADDITION _ (F.M. 1709) (INST. NO. D206305192) INST. NO. D214263624 � l l � (Variable Width R.OW.) ZONING. S01 LUD. RETAIL COMMERCIAL UQn- !'nRARAnKi At-f'CCC I LITY ST.ANDDRAINAGE EASEMENT (INST. NO. D21426362 III ENGINEER HALFF ASSOCIATES, INC. 1201 N. BOWSER ROAD RICHARDSON, TX 75081 CONTACT: PAUL BARTEL EMAIL:PBARTEL@HALFF.COM TEL:(214)984-7321 OWNER FLOOR & DECOR 2500 WINDY RIDGE PKWY SE ATLANTA, GA 30339 CONTACT: PHILIP COCHRAN EMAIL:PHILIP.COCHRAN@FLOORANDDECOR.COM TEL:(770)617-4262 0 40' 80, GRAPHIC SCALE — V=40' Q Z cy) CN O LLJ U LL o0�Zx�_ W 0Q>- W w ILL O p z��Z 2 Q 0 O w Y Q u) < Z L.L Lu < J LU O Q Uc��lw0 < Q�>07 LJL o cn 00 Q ti r- N N q oLO rn �U) wQQ U)xo w O�(0 mo') CID M Q N oUlj maz ��! w �__ moo moo Now Z 0 a_ U U) w 0 Z w o Q U o LLI �o PRELIMINARY FOR INTERIM REVIEW ONLY THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: PAUL BARTEL 136395 NAME P.E. NO. DATE 8/17/23 TBPE FIRM #F-312 PROJECT NO.: 54063 CITY CASE NO.: ZA23-0042 ISSUED: AUGUST, 2023 DRAWN BY: CAD CHECKED BY: PB SCALE: AS SHOWN SHEET TITLE PEDESTRIAN & SITE CIRCULATION PLAN 8 FLOOR DECOR . '9", 2500 WINDY RIDGE PARKWAY, SE ATLANTA, GA 30339 SBLM SBLM Architects 33 Walt Whitman Road, Suite 300A Huntington Station, NY 11746 Telephone 631 683 5588 Fax 631 683 5591 A.V. SCHWAN & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265-4331 Fax: (48L 663-1788 W,bite: ww AN'Sch—r.com ^^� dlb associates CONSULTING ENGINEERS, P.C. 3600 Rt 66, Suite 150 V5981, - Neptune, N.J. 07753 Questions For dlb Call: EPIC Severson Phone: (732) 774-2000 Mo. CODE CONSULTANTS, INC. 2043 WOODLAND PKWY, SUITE 300 ST. LOUIS, MISSOURI 63146-4235 314-991-2633 ;;; H,�► L F F HALFF ASSOCIATES, INC. 711 N. CARANCAHUA ST., SUITE 1190 CORPUS CHRISTI, TX 78401 TELEPHONE: 3 61-400-09 81 PROJECT NAME X It— W lie -, jC m W O O H W6 2185 E Southlake Blvd, Dallas [Southlake], TX 76092 ISSUE DATE: T.B.D. STORE NUMBER: T.B.D. GROSS BLDG AREA: 75,120 SF JOB NUMBER: 023036 PROTOTYPE: 2023 Q1 ISSUE ZONING SUBMISSION 08/21/23 SEAL SHEET SHELL PLAN DRAWN: TMH CHECKED: RR;JH Existing Lighting Survey Notes 1. Readings are shown in units of maintained footcandles. 2. Total Light Loss Factor (LLF) = Estimated to accurately reflect measured light level calculations 3. Test Plane = 0' AFF 4. Fixture Mounting Height = 35' AG for all pole -mounted area lights, 17' AG for W wall packs, 20' AG for W2 wall packs. 5. Building Height = 30' AFF 6. Building Reflectance Value = 10/10/10 7. Fixture Spacing = See Fixture Locations Schedule 8. This photometric layout was calculated using specific criteria. Any deviation from stated parameters will affect actual performance. 9. These lighting calculations are not a substitute for independent engineering analysis of lighting system suitability and safety. 1 S2HS 2384.77 -451.25 35.00 35.00 OrientationLocation 0.00 0.00 2384.77 Alm -450.00 0.00 2 S2HS 2444.19 -94.79 35.00 35.00 270.00 0.00 2442.94 -94.79 0.00 1 S4-2 2066.26 -92.86 35.00 35.00 0.00 0.00 S4-2-1 2066.26 -90.03 35.00 35.00 0.00 0.00 2066.26 -91.45 0.00 S4-2-2 2066.26 -95.69 35.00 35.00 180.00 0.00 2066.26 -94.28 0.00 2 S4-2 2194.41 -92.86 35.00 35.00 0.00 0.00 S4-2-1 2194.41 -90.03 35.00 35.00 0.00 0.00 2194.41 -91.45 0.00 S4-2-2 2194.41 -95.69 35.00 35.00 180.00 0.00 2194.41 -94.28 0.00 3 S4-2 2326.50 -92.29 35.00 35.00 0.00 0.00 S4-2-1 2326.50 -89.46 35.00 35.00 0.00 0.00 2326.50 -90.88 0.00 S4-2-2 2326.50 -95.12 35.00 35.00 180.00 0.00 2326.50 -93.71 0.00 1 w 2059.67 -406.04 12.00 12.00 90.00 0.00 2059.67 -406.04 0.00 2 W 2035.93 -179.87 17.00 17.00 0.00 0.00 2035.93 -179.87 0.00 3 W 2100.39 -179.97 17.00 17.00 0.00 0.00 2100.39 -179.97 0.00 4 w 2152.69 -179.81 17.00 17.00 0.00 0.00 2152.69 -179.81 0.00 6 W 2339.61 -179.10 17.00 17.00 0.00 0.00 2339.61 -179.10 0.00 1 W2 2116.98 -382.25 20.00 20.00 180.00 0.00 2116.98 -382.25 0.00 2 W2 2197.07 -382.05 20.00 20.00 180.00 0.00 2197.07 -382.05 0.00 3 W2 2277.01 -381.66 20.00 20.00 180.00 0.00 2277.01 -381.66 0.00 4 W2 1 2350.37 -381.45 20.00 1 20.00 180.00 1 0.00 2350.37 -381.45 0.00 5 W2 2390.75 -368.38 20.00 20.00 90.00 0.00 2390.75 -368.38 0.00 6 W2 2390.26 -279.79 20.00 20.00 90.00 0.00 2390.26 -279.79 0.00 7 W2 2389.74 -194.18 20.00 20.00 90.00 0.00 2389.74 -194.18 0.00 8 W2 2038.63 -422.21 20.00 20.00 180.00 0.00 2038.63 -422.21 0.00 9 W2 2016.23 -397.08 20.00 20.00 270.00 0.00 2016.23 -397.08 0.00 10 W2 2015.78 -336.99 20.00 20.00 270.00 0.00 2015.78 -336.99 0.00 11 W2 2015.21 -276.71 20.00 20.00 270.00 0.00 2015.21 -276.71 0.00 12 W2 2014.85 -212.27 20.00 20.00 270.00 0.00 2014.85 -212.27 0.00 8 w 2193.50 -179.63 17.00 17.00 0.00 0.00 2193.50 -179.63 0.00 9 W 2304.11 -179.41 17.00 17.00 0.00 0.00 2304.11 -179.41 0.00 2 S2H El S 3 0 S4-2 v 7 0 W 12 n 0 W2 Lithonia Lighting RSX2 LED P6 40K R2 HS RSX LED Area Luminaire Size 2 P6 Lumen 22965 Package 4000K CCT Type R2 Distribution with HS shield RSX Area Fixture Size 3 P4 Lumen Package Lithonia Lighting RSX3 LED P4 40K R4 40976 4000K CCT Type R4 Distribution Wall Pack (used in front of building) Lithonia Lighting KAXW LED P3 40K R4 9707 MVOLT Lithonia Lighting RSX3 LED P4 40K R3 Wall Mounted Area Light (used along 40446 rear/sides of building) 0.92 1 246.63 0.92 1 623.84 0.92 1 79 0.92 1 311.92 I V I I WVI { LPI Z I I I I I z 11 I I I I S S M H I w U] w I I )P=616.47 I to open) I I I LP cc � I sTMH � Top=618.40 I " Inlet FL=611.37 _ I L=611Q9 -------------------------------------------------- � � FL=611.��- ----- T�1H L- - 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+ @1 +01 + + + + + + + + + + + + + + + I 0 0 0 0 1 1 3 ���� 5 6 � 2 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 �2HS 35' 1 1' 1 0 I+ O + 10 + +Curb Inle 1 +0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� + To -62 •06 +o + 0 0 0 0 0 0 1 1 2 3 3 2 2 2 2 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 8 (FL a lit (Nti 4 0 + � � 0 I + 1 �+ I °- o 0 0 +0 +0 +0 +0 +0 +0 1 +1 1 +1 1 1 1 +1 +0 +0 +0 +0 +0 +0 0 +0 +0 +0 +0 0 0 +0 +0 +0 0 +0 0 +0 0 +0 +0 0 0 +0 + +0 0 +0 I - - - - - - - - - - + }+0 - I OI 0 I oZI +0 _ � :jo0 +-++,--____-----+-0+0-+0- -+0-+0-+0-+0+0+0+0+0+0+0+ +o+o++ r �1+0+0+0+0+0+0+0+0+0+0+0+0+0+0+0+0+0+0aoo+o+0+0+0000000000000000000000000000000000000000000000000000000000000000 --------------------- ------------------------------Traff�o I � f I b rrioade I - 10' Curb Inlet _ 1 1op 6a 628.74 1)(N)=624.49 )tl - II 1IITOPL=rTl6N2O6E.2t=7 8rr .SSMH TA8,I616-93S 8"6FI=6=-93 Jn❑ble to apePlan View 8"F16,93 T P=N9_94­/ N=7-% Scale - 1" 30t Froo of1_H.) $ L IUSW79 "FLN =6239 O)=38"FL 279 STH FroerofMH-} Top 6 21 .67 FL=613_915 . I CITY CASE NO. ZA23-0042 J' n �vL1 ZZ IT Designer Sc Date 08/21 /2023 Scale Not to Scale Drawing No. REV1 Summary