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Item 7A - Plans
Z v u JOHNSON RD A QO O0� w �9 � J � m z U C o w U o � w a W SOUTHAAKE BL VD K/IVGSLEY CT a PROJECT SITE o 00 c WINDING RIDGE RAIL o� VICINITY MAP N.T.S. 25' UTILITY EASEMENT CABINET A, SLIDE 1614 P.R.T.C.T. 10 g. D 3 G r 25COMMON ACCESS EASEMENT CABINET A, SLIDE 2425 _ P.R.T.C.T. 10 j. V 55' STACKING DEPTH 41 LO BLOCK 1, O E CROSSING B/NET A, SLIDE 2 P. R. T. C. T.) MARKETPLACE PA P ZON/NG 3 L.U.D. = RETA COMME R 10 12 / 14 � 9 / •o. / 22 PROP. PATIO , / , ESE /7 TOT 6, BLOCK 1, EX. 6 LANE O THLAKE CROSSING ` ASPHALT ROAD /Q.G// / PHASE II R5 / /5������10'.// (CABINET A, SLIDE EX. 2425, P.R.T.C.T.) �\ DUMPSTER A / Po EX. BUILDING E l' � \N 40' STACKING / / / / �/ p ZONING C-3 < �1, 5, / DEPTH / 8 gyp. 5,000 SF / PROP. S SIDEWALK \ '� 6 \ / PROP. PATIO / /, / / ,�® ��� PROP. rY EASEMENT / DUMPSTER A, SLIDE: 425 po `1 (MIN. 8' TALL R.T.C.T. to PROP. SIGN / SCREEN) wM 10 25'X52' COMMON ACCESS EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. \ 10 i. \/ 50' BUILDING LINE , CABINET SLIDE 2425 - P.R.T.C.T. � p9� 'C�1•P�0' �° ► 111 V l ,/ loo, IQ PROP.7'CONCRETE SIDEWALK ROP. BUILDING LD ZONING C-3 0 \ 2,605 SF Rg 8 I 0 g6 B LQ P. CURB INLET 'Q3'� •O. i O y 6 o` er o. o ti° O TRACT 3 't'i�� \X, LOT2R, BLOCK I, cPo SOUTHLAKE s j CROSSING PHASE I ��, (CABINET A, SLIDE / 1613, P.R. T. C. T.) STORE MASTER �A FUNDING XIV LLC, 0p� ZONING SP 1 L. U.D. = RETAIL COMMERCIAL 15' UTILITY EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 j. / 5 / / o, X o \ \\ LOT 5, BLOCK 1, Cnl ITWI AVr: rDnQQ1NI(_ DUACC II VOLUME 9734, PAGE 478 & VOLUME 11474, PAGE 1894 VOLUME 14393, PAGE 448 lk� I I I I I LP, I I/ EX. DUMPSTER � I I o d EX. DUMPSTER Q LOT 7, BLOCK 1, SOUTHLAKE CROSSI Q PHASE II ;CABINET A, SLIDE 2z Q P.R.T.C.T.) QEX. BUILDING Q #2001 ZONING C-3 - PART OF TRACT 3 40' PERIMETER, ACCESS DRIVE, VOLUME 9734, PAGE 478 & VOLUME 11474, PAGE 1694 VOLUME 14393, PAGE 448 D.R.T.C.T. ® wM ®wM 48' DRAINAGE & UTILITY EASEMENT b wv CABINET A, SLIDE 2425 �FH P.R.T.C.T. 1 10 i. I PLAYERS CIRCLE ADDITION CAB/NETA, SLIDE 10975 P.R. T.C. T. 250 PLAYER CIRCLE LLC, ZONING C-3 1 L. U. D. = RETAIL COMMERCIAL 1 EX. 2' CONCRETE vnn o --4"—WALL II I wv `I I_ PROP. PATIO c II II E. ❑I`EF Ell II wi EX. BUILDING I #2105 ZONING 561 SF A II II 11 11 11 II 20,236 SF Im Xcn ►o Z m 0 15' UTILITY EASEMEN I CABINET A, SLIDE 24 Q P.R.T.C.T. 1 10 i. EX. -1-1 DUMPSTER Q PROP. PATIO'I PRnD nDCNI cn O Q 0 Q 15' UTILITY EASEMENT 1� CABINET A, SLIDE 2425 P.R.T.C.T. 10 j. SITE BENCHMARKS ALL EVELATIONS ARE BASED ON CITY OF SOUTHLAKE BM NO. 33 LOCATED AT LAT. 32°56'30.52072"N, LONG. 97°11"07.20706"W ALUMINUM MONUMENT IN CONCRETE. ELEVATION = 657.38' (NAD '83) LEGEND FIRE LANE STRIPING FIRELANE ACCESSIBLE ROUTE PARKING COUNT 10 BUILDING ENTRANCE Q PROPOSED SANITARY MANHOLE SS PROPOSED CURB INLET 0 PROPOSED TRENCH DRAIN PROPOSED RETAINING WALL PROPERTY BOUNDARY Site Data Summary Existing Proposed Total Existing Zoning C-3 SP-1 SP-1 Proposed Zoning C-3 SP-1 SP-1 Land use Designation Retail Commercial Retail Commercial Retail Commercial Number of Proposed Lots 3 3 3 Lot 5 (Sq. Ft.) 400,898 400,898 400,898 Lot 6 (Sq. Ft.) 37,618 37,618 37,618 Lot 7 (Sq. Ft.) 106,381 106,381 106,381 Gross/Net Acreage (Sq. Ft.) 544,897 544,897 544,897 Percentage of Site Coverage 20.09% 20.57% 20.57% Area of Open Space 120,314 120,340 120,340 Percentage of Open Space 22.08% 22.08% 22.08% Area of Impervious Coverage 424,583 424,557 424,557 Percentage of Impervious Coverage 77.92% 77.92% 77.92% Building Area (GROSS) 109,478 2,605 112,083 Number of Stories 1 1 1 Maximum Building Height 47'-6" 20' 47'-6" Proposed Floor Area (NET) 109,478 7,536 117,014 Required Parking 642 662 662 Provided Parking Standard 540 553 553 Handicap 21 25 25 Total 561 578 578 Required Loading Spaces 4 0 4 Provided Loading Spaces 4 0 4 Area of Outside Storage N/A N/A N/A Percentage of Outside Storage N/A N/A N/A Anticipated Schedule of Development Construction Start Date: Construction End Date: SPRING 2024 TBD (TRACT 3) 40' PERIMETER ACCESS DRIVE EASEMENT VOLUME 9734, PAGE 478 & VOLUME 11474, PAGE 1894 VOLUME 14393, PAGE 448 = EX. DUMPSTER EX. STONE _ DGTA'Kl'NG WALL 3 HEIGHTS) S' DRAINAGE EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 i. 'RACT 3) 40' PERIMETER ACCESS DRIVE EASEMENT JLUME 9734, PAGE 478 & VOLUME 11474, PAGE 1894 VOLUME 14393, PAGE 448 15' DRAINAGE & UTILITY EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 j. MENT GRAPHIC SCALE 0 60 120 FEET SCALE: 1 " = 60' SITE PLAN CITY PROJECT NO. ZA23-0008 SOUTHLAKE MARKETPLACE 11.646 ACRES LOT 5, 6 & 7, BLOCK 1 ALTA/ACSM LAND TITLE SURVEY (INST. NO. 20190215010000670) CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS PREPARATION DATE: 9/13/2023 OWNER/APPLICANT LANDSCAPE ARCHITECT SHOP COMPANIES BUD CREATIVE 4809 COLE AVE #330 3800 MAIN ST., STE. B DALLAS, TX 75205 DALLAS, TX 75226 PH: 214-960-4545 PH: 404-580-3234 CONTACT: BUCK WHEELER CONTACT: ZAC MILLER, RLA ENGINEER SURVEYOR KIRKMAN ENGINEERING, LLC TEXAS HERITAGE SURVEYING, LLC 5200 STATE HIGHWAY 121 10610 METRIC DR, SUITE 124 COLLEYVILLE, TX 76034 DALLAS, TX 75243 PH: 817-488-4960 PH: 214-340-9700 CONTACT: SHEA KIRKMAN, PE CONTACT: GARY E. JOHNSON, RPLS P R E L I M I N A R Y FOR REVIEW ONLY THESE DOCUMENTS ARE FOR DESIGN REVIEW ONLY AND NOT INTENDED FOR THE PURPOSES OF CONSTRUCTION, BIDDING OR PERMIT. THEY WERE PREPARED BY, OR UNDER THE SUPERVISION OF: SHEA 0. KIRKMAN P.E.# 91865 DATE: September 13, 2023 4809 COLE AVE #330 DALLAS, TX 75205 214-960-4545 W r-I U W LLJ � U o�g q J J = W . :D ' 0 LU z ce LL 0 O V J Ln a 2: 00 U z 0 a U N W 0 w Q 0 u, E N G I N E E R I N G KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: SHP22002 ISSUE DATE: 9/13/2023 PRELIMINARY SITE PLAN SHEET: PROP.CROSS WALK SOUTHLAKE CROSSING PHASE 11 � (CABINETA, SLIDE � 1614, P.R. T. C. T.) SLM DUNHILL LLC, ZONING C-3 000 L. U. D. = RETAIL COMMERCIAL L ; PROP. BUILDING ZONING C-3 2,605 SF TRACT 3 LOT2R, BLOCK 1, SOUTHLAKE CROSSING PHASE I (CABINETA, SLIDE 1613, P.R. T. C. T.) STORE MASTER FUNDING XIV LLC, ZONING SP1 L.U.D. = RETAIL COMMERCIAL r /')� / / I 3 0 a Z 5 �� LO , BLOCK 1, 4l SO E CROSSING j / lIt. oP h \ / LE / LE O ©O ! FH / / EX.. SIDEWALK /' LOT 6, BLOCK 1, / O THLAKE CROSS 1 / PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) CY QI III MIN BINET A, SLIDE 2425 P.R. T.C. T.) MARKETPLACE PA NERS LP, L. U. D. = RET, -_-- o d EVE I ®l oI o"01 o� I og LOT 7, BLOCK 1, I ' THLAKE CROSSI PHASE II ° !INET A, SLIDE 242 I wM ®wM P.R.T.C.T.) oMl wi I FH =X. BUILDING ZONING C-3 ' 20,236 SF I I I d° I PLAYERS CIRCLEADDITION °a°I CABINETA, SLIDE 10975 :X. SIDEWALK P.R. T.C. T. 250 PLAYER CIRCLE LLC, I ZONING C-3 I L.U.D. = RETAIL COMMERCIAL / / I ° FH wM I T ® I WM J vev �I / O �o / c �. � Iy / ELEC otLEF /1 / / ELL (f / /' EX. SIDEWALK I I WV wv � m Jb / , EX. BUILDING p ` wv / ZONING C-3 / 1 EX. CROSS 5,561 SF I / WALK o o / / I / EX. SIDEWALK I I I EX. CROSS / WALK I I / I / / LOT 5, BLOCK 1, / / SOUTHLAKE CROSSING PHASE II I / (CABINET A, SLIDE 2425, P.R.T.C.T.) EX. BUILDING I I ADO .Q ZONING C-3 ✓� 71,301 SF I I I I Y / :I / � I Q�Q� EEC C 00 , // wv// ELE / TRACT 3 / / LOT2R, BLOCK 1, SOUTHLAKE p. / CROSSING PHASE I (CABINETA, olio / / SLIDE 1613, P.R.T.C.T.) 5 ��� /' ELF' ELEC O/ 76" /, WMVM O / / ® / wv ® / I wV IV/V/ z------------------------J 5 5 " 7.33 '/o D / 4 / / LEGEND FIRE LANE STRIPING ACCESSIBLE ROUTE PARKING COUNT PROPERTY BOUNDARY RRELANE 10 C� GRAPHIC SCALE 0 60 120 FEET SCALE: 1 " = 60' ZA23-0008 P R E L I M I N A R Y FOR REVIEW ONLY THESE DOCUMENTS ARE FOR DESIGN REVIEW ONLY AND NOT INTENDED FOR THE PURPOSES OF CONSTRUCTION, BIDDING OR PERMIT. THEY WERE PREPARED BY, OR UNDER THE SUPERVISION OF: SHEA 0. KIRKMAN P.E.# 91865 DATE: September 13, 2023 4809 COLE AVE #330 DALLAS, TX 75205 214-960-4545 W r-I U �..0 �e LLJ U O g J = Lu O Lu z lnc L p , I..n oC a O U J z 0 a v N 0 Lu Q 0 u, E N G I N E E R I N G KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: SHP22002 ISSUE DATE: 9/13/2023 PEDESTRIAN ACCESS PLAN SHEET: 2 LEGEND I I EXISTING OPEN SPACE I I TO BE REMOVED LOT 8, BLOCK 1, SOUTHLAKE CROSSING PHASE II I EXISTING OPEN SPACE / (CABINETA, SLIDE2425, I TO REMAIN P.R. T.C. T.) I / i JO /' SL MARKETPLACE PARTNERS LP, ZONING C-3 L.U.D. = RETAIL COMMERCIA I 010 ol / / I EXISTING SITE PLAN DATA TABLE / I EXISTING ZONING C-3 / \ I TOTAL NUMBER OF PROPOSED LOTS 3 / / LOT 6, BLOCK 1, I TOTAL LOT AREA (SF) / (ACRES) 544,897 112.509 / OUTHLAKE CROSSIN LOT 71 BLOCK 1, Oj1 / < PHASE II OUTHLAKE CROSSIN LOT 5 400,898 / 9.203 (CABINET A, SLIDE PHASE II I 5 O LOT 6 37,618 / 0.863 30��ti �425, P.R.T.C.T.) CABINET A, SLIDE 2425, i Q I / P.R.T.C.T.) I LOT 7 106,381 / 2.442 AREA OF EX. OPEN SPACE SF 120,314 ' / I PERCENTAGE OF OPEN SPACE (%) 22.08% / REQUIRED PARKING 642 PLAYERS CIRCLE ADDITION PROVIDED PARKING CABINETA, SLIDE 10975 STANDARD 540 P.R.T.C.T. HANDICAP 21 / I 250 PLAYER CIRCLE LLC, ZONING C-3 TOTAL 561 / / / 1 I i L.U.D. = RETAIL COMMERCIAL EXISTING BUILDING AREA (SF) 109,478 MAXIMUM BUILDING HEIGHT 47'-6" (1 STORY) # OF STORIES 1 I _ I BUILDING LOT COVERAGE (%) / FLOOR AREA RATIO 20.0% / 0.20:1 ` IMPERVIOUS COVERAGE (SF) / (%) 424,583 / 77.92% LOT4, BLOCK 1, I I I ANTICIPATED SCHEDULE OF DEVELOPMENT SPRING 2024 SOUTHLAKE I CROSSING PHASE 11 I (CABINETA, SLIDE J — 1614, P. R. T. C. T.) _I— SLM DUNHILL LLC, — — ZONING C-3 L.U.D. =RETAIL / / I W COMMERCIAL / IM � I lool TRACT 3 �i� LOT2R, BLOCK 1, 00o / SOUTHLAKE CROSSING PHASE I �0 / (CABINETA, SLIDE 1613, P.R. T. C. T.) / STORE MASTER FUNDING XIV LLC, 001\ ZONING SP 1 L.U.D. =RETAIL / LOT 5, BLOCK 1, I COMMERCIAL / SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) i' / / i TRACT 3 LOT2R, BLOCK 1, / SOUTHLAKE CROSSING PHASE I (CABINETA, SLIDE 1613, , / P.R. T.C. T.) _ — — — — — — — — — — — — — — / -4 J// — — — — — — — — — — — — — — — — Z a z / / / i / N89050'53"W 317.33' GRAPHIC SCALE 0 60 120 FEET SCALE: 1 " = 60' ZA23-0008 P R E L I M I N A R Y FOR REVIEW ONLY THESE DOCUMENTS ARE FOR DESIGN REVIEW ONLY AND NOT INTENDED FOR THE PURPOSES OF CONSTRUCTION, BIDDING OR PERMIT. THEY WERE PREPARED BY, OR UNDER THE SUPERVISION OF: SHEA 0. KIRKMAN P.E.# 91865 DATE: September 13, 2023 4809 COLE AVE #330 DALLAS, TX 75205 214-960-4545 W r-I U Lu � LLJ U O c.!) g J = Lu O Lu z � LL O O Ln LL a O U J z O a u N 0 w a 0 w E N G I N E E R I N G KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: SHP22002 ISSUE DATE: 9/13/2023 EXISTING OPEN SPACE SHEET: 3 J� o. �o o� gA t,� ' LF / LE o SOUTHLAKE PHASE 11 ZZPROP. (CAB/NETA, SLIDE BUILDING 1614, P.R.T.C.T.) ZONING C-3 SLM DUNHILL LLC, / 2,605 SF ZONING C-3 L.U.D. = RETAIL CCOOMMERCIAL z TRACT 3 4i0� LOT2R, BLOCK 1, 0 SOUTHLAKE CROSSING PHASE I ��+, X (CAB/NETA, SLIDE / 1613, P.R. T. C. T.) STORE MASTER `'A FUNDING XIV LLC, 001\ ZONING SP1 L.U.D. = RETAIL COMMERCIAL / / a I 3 a 0 N a / Q FH l000l / / LOT 6, BLOCK 1, / O THLAKE CROSSI PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) / 5,000 SF i / / / / / IKV / TRACT 3 LOT 2R, BLOCK 1, SOUTHLAKE CROSSING PHASE (CAB/NETA, SLIDE 1613, P. R. T. C. T.) 5 LOT 5, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) EX. BUILDING ZONING C-3 71,301 SF EX. BUILDING ZONING C-3 15,561 SF PLAYERS CIRCLE ADDITION CABINETA, SLIDE 10975 P.R. T. C. T. 250 PLAYER CIRCLE LLC, ZONING C-3 L.U.D. = RETAIL COMMERCIAL LEGEND PROPOSED OPEN SPACE PROPOSED PATIO AREA EXISTING OPEN SPACE TO REMAIN SITE PLAN DATA TABLE EXISTING ZONING C-3 PROPOSED ZONING SP-1 TOTAL NUMBER OF PROPOSED LOTS 3 TOTAL LOT AREA (SF) / (ACRES) 544,897 / 12.509 LOT 5 400,898 / 9.203 LOT 6 37,618 10.863 LOT 7 106,381 / 2.442 AREA OF OPEN SPACE (SF) 120,350 PERCENTAGE OF OPEN SPACE (C) 22.09_ REQUIRED PARKING 662 PROVIDED PARKING STANDARD 553 HANDICAP 25 TOTAL 578 TOTAL BUILDING AREA (SF) 112,083 MAXIMUM BUILDING HEIGHT 47'-6" (1 STORY) -jOF STORIES 1 BUILDING LOT COVERAGE (C) / FLOOR AREA RATIO 20.57_ / 0.206:1 IMPERVIOUS COVERAGE (SF) / (-j) 424,547 177.91 ANTICIPATED SCHEDULE OF DEVELOPMENT SPRING 2024 GRAPHIC SCALE 0 60 120 FEET SCALE: 1 " = 60' ZA23-0008 P R E L I M I N A R Y FOR REVIEW ONLY THESE DOCUMENTS ARE FOR DESIGN REVIEW ONLY AND NOT INTENDED FOR THE PURPOSES OF CONSTRUCTION, BIDDING OR PERMIT. THEY WERE PREPARED BY, OR UNDER THE SUPERVISION OF: SHEA 0. KIRKMAN P.E.# 91865 DATE: September 13, 2023 4809 COLE AVE 11330 DALLAS, TX 75205 214-960-4545 W r-I U W � W U � � Q � O X J J = Lu LU z LL O O L.L Q O U J z O a cr u V7 0 w a 0 W E N G I N E E R I N G KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: SHP22002 ISSUE DATE: 9/13/2023 PROPOSED OPEN SPACE SHEET: 4 ARCHITECT OF RECORD: 17- Cn Q J d O U J ry w 0 w U_ H H U w m Z) co w Q 0 z Q U Z ELEVATION MATERIALS PERCENTAGES ELEVATION 1 ELEVATION 2 ELEVATION 3 ELEVATION 4 TOTAL ELEVATION SQUARE FEET: 1,138 TOTAL ELEVATION SQUARE FEET: 1,138 TOTAL ELEVATION SQUARE FEET: 629 TOTAL ELEVATION SQUARE FEET: 629 IF WALL TILE 84 SF = 7.4% WALL TILE 233 SF = 20.4% WALL TILE 144 SF = 22.9% HARD COAT STUCCO, COLOR WHITE 316 SF = 50.2% �2 HARD COAT STUCCO, COLOR WHITE 866 SF = 76% �2 HARD COAT STUCCO, COLOR WHITE 521 SF = 45.8% �2 HARD COAT STUCCO, COLOR WHITE 262 SF = 41.6% COOLER METAL PANEL PAINTED WHITE 313 SF = 49.8% COOLER METAL PANEL PAINTED WHITE 96 SF = 8.4% COOLER METAL PANEL PAINTED WHITE 96 SF = 8.4% A101 ESCALE:3/16"=1'-O" ARCHITECTURAL ELEVATION 4 A101 ESC7LE:3/16"=1'-O" ELEVATION KEY NOTES 1❑ WALL TILE ❑2 HARD COAT STUCCO, COLOR WHITE �3 PRE -FINISHED METAL COPING, COLOR: WHITE �4 ALUMINUM FRAMED CANOPY. COLOR SAME AS TILE �5 NOT USED �6 ALUMINUM STOREFRONT FRAME. COLOR WHITE ❑7 NOT USED 9'-01, 8❑ ALUMINUM RAILINGS. COLOR WHITE 9❑ METAL DOOR. COLOR WHITE 10 DRIVE-THRU WINDOW 1 1 EXTERIOR LIGHTING SCONCES 12 PAINTED MURAL `-F 101 / ESCALE: 3/16"=1'-O" 171-011 birdcall F IT] F IT] F7/ INIH INIH 3\ ARCHITECTURAL ELEVATION 1 A101 ESCALE:3/16"=1'-O" mm THOMAS E. MORGAN, JR. ARCHITECT 423 FISCHER TRAIL ELLIJAY, GEORGIA 30540 SEAL: DESIGN GROUP 3450 Acworth Due West Road Building 100, Suite 120 Kennesaw, Georgia 30144 P. 770-917-9172 F. 770-917-9470 www.mrpdesign.com PRELIMINARY NOT RELEASED FOR CONSTRUCTION ISSUES / REVISIONS: DRAWN BY: CHK'D BY: PROJECT DESCRIPTION: BIRDCALL PROJECT TITLE: 01-01, X J J LU Q = C) Q m O 0 SHEET TITLE: ELEVATIONS PROJECT NO: 23042 A101 ZA23-0008 DRIVE-THRU ORDER & MENU BOARD RECYCLING TRASH UNIT UNDER COUNTER TRASH I CUBBIES DINING 66 SEATS i 0 2 0 0 -1 ARCHITECTURAL FLOOR PLAN A100 3/16" = 17 ARCHITECT OF RECORD: THOMAS E. MORGAN, JR. ARCHITECT 423 FISCHER TRAIL ELLIJAY, GEORGIA 30540 SEAL: DESIGN GROUP 3450 Acworth Due West Road Building 100, Suite 120 Kennesaw, Georgia 30144 P. 770-917-9172 F. 770-917-9470 www.mrpdesign.com PRELIMINARY NOT RELEASED FOR CONSTRUCTION ISSUES 1 REVISIONS: DRAWN BY: CHK'D BY: PROJECT DESCRIPTION: BIRDCALL PROJECT TITLE: SHEET TITLE: FLOOR PLAN PROJECT NO: 23042 W1111111 ZA23-0008 L U Y m E a M cM N O N rz (M 7 N J LI (TYP. OF 3) VM UC4 (TYP. OF 7) UC2 (TYP. OF 7) VM UC4 (TYP. OF 7) VM 16-0" UTILITY EASEMENT / / / LANDSCAPE PLAN LOT 6, BLOCK 1, \ SOUTHLAKE CROSSING PHASE II NET A, SLIDE2425, cZI\UP2( P.R.T.C.T.) ELE( — P. OF 7) TURF / O \ /I/ / \ / nLf WM $WM WM 40'-0" PERIMETER DRIVE / // / WM WVWV ACCESS EASEMENT // j Q®� Z 36-0" UTILITY EASEMENT Z'16-0', UTILITY EASEMENT X-1 .10, / I LI (TYP. OF 3) LM UC2 20'-0" DRAINAGE EASEMENT PROPERTY LINE 10' 130' PROPOSED OPEN SPACE VA (TYP. OF 6) UP4 (TYP. OF 4) TURF 40'-0" PERIMETER DRIVE ACCESS EASEMENT 48'-0" DRAINAGE EASEMENT 160' 1120' SCALE: 1"=60' N 0 R T H O O W�4 0 PLANT SCHEDULE LARGE CANOPY TREES KEY BOTANICAL NAME COMMON NAME CAL. HT. SPRD. CONTAINER COMMENTS UC2 UC4 UP2 UP4 Ulmus crassfolia Ulmus crassfolia Ulmus parvifolia Ulmus parvifolia Cedar Elm Cedar Elm Lacebark Elm Lacebark Elm 2" Min_ 4" Min. 2" Min. 4" Min_ 12'-14' 12'-14' 12'-14' 12'-14' B&B B&B B&B B&B Full Specimen, Matched, Strong Central Leader Full Specimen, Matched, Strong Central Leader Full Specimen, Matched, Strong Central Leader Full Specimen, Matched, Strong Central Leader ORNAMENTAL TREES KEY BOTANICAL NAME COMMON NAME HT. SPRD. CONTAINER COMMENTS LI VA Lagerstroemia indica x fauriei 'Natchez' Vitex agnus-castus Natchez Crape Myrtle Chaste Tree 2" Min. 10'-12' B&B B&B Full Specimen, Multi -Trunk Full Specimen, Multi -Trunk 2" Min. 10'-12' SHRUBS KEY BOTANICAL NAME COMMON NAME HT. I SPRD. CONTAINER COMMENTS AG HPA IC LF MA SG YR Abelia x grandiflora Hesperaloe parviflora Ilex cornuta "Dwarf Burford" Leucophyllum frutescens Mal�raviscus arboreus var. Drummondii Salvia gregii Yucca recurvifolia Glossy Abelia Red Yucca Dwarf Burford Holly Texas Sage Turks Cap Autumn Sage Soft Leaf Yucca 18" 18" 3 Gal. 3 Gal. 5 Gal. 5 Gal. 1 Gal. 3 Gal. 3 Gal. Full Plants, Plant 18" O.C. Full Plants, Plant 36" O.C. Full Plants, Plant 36" O.C. Full Plants, Plant 48" O.C. Full Plants, Plant 36" O.C. Full Plants, Plant 18" O.C. Full Plants, Plant 24" O.C. 24" 24" 24" 24" 24" 20" 24" 36" 24" 24" 24" 24" PERENNIALS, GROUNDCOVERS & ORNAMENTAL GRASSES KEY BOTANICAL NAME COMMON NAME HT. SPRD. CONTAINER COMMENTS LM Liriope muscari 'Big Blue' MC Muhlenbergia capillaris NE Nepeta NT Nassella tenuissima Sc TURF Cynodon dactylon Liriope Gulf Muhly Catmint Mexican Feather Grass Seasonal Color Bermuda Grass 12" 12" 3 Gal. 3 Gal. 1 Gal. 1 Gal. Full Plants, Plant 12" O.C. Full Plants, Plant 36" O.C. Full Plants, Plant 18" O.C. Full Plants, Plant 18" O.C. By Owner Sod 24" 15" 12" 12" 12" 8" SUMMARY CHART - INTERIOR LANDSCAPE FOR PROPOSED BUILDINGS Landscape Area (Sq.Ft.) Canopy Trees UnderstoryTrees Shrubs Ground Cover (Sq.Ft.) Seasonal Color (Sq. Ft.) Required: 1,200 3 8 30 180 24 Provided: 30,670 45 24 147 21,483 102 NOTE PER ZONING SEC. 42.2. BUFFERYARDS ARE NOT REQUIRED FOR NEW BUILDINGS LESS THAN 5,000 SF. ALL LANDSCAPED AREAS MUST BE IRRIGATED BY AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM EQUIPPED WITH OPERATING RAIN AND FREEZE SENSORS THE OWNER SHALL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE IN PERPETUITY OF ALL LANDSCAPING AND IRRIGATION. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING, KEEPING BEDS MULCHED IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICES OR AS RECOMMENDED BY THE LANDSCAPE ADMINISTRATOR AND OTHER SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER; WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT A PART OF THE LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. ALL IRRIGATION HEADS OR LINES WHICH ARE BROKEN AND FLOW WATER SHALL BE REPLACED/REPAIRED IMMEDIATELY TO PREVENT THE WASTE OF WATER. bkod CREATIVE Bud Creative, LLC 3800 Main Street, Suite B Dallas, Texas 75226 P: 570.954.1964 S H 0 P COS. OWNER SHOP Companies 4809 Cole Ave, Suite 330 Dallas, TX 75205 CIVIL ENGINEER Kirkman Engineering 5200 State Highway 121 Colleyville, TX 76034 W U Q � WOYU) U LLJ J J X W G ,�x W O z W �0Lo LL Q Q _ � U �O J rO v Rev: Date: Description: Project Number: 21020 Date: J U LY 31, 2023 Issue: LANDSCAPE PLAN Sheet Title: LANDSCAPE PLAN Sheet Number: Quo ODsc, L2 !� 07/3 U 7 Y m E Q c0 M co M N 0 N M M J TOP OF ROOT BALL TO BE 2" ABOVE FINISHED GRADE. MULCH TO BE NO DEEPER THAN 2" WITHIN 6" OF TREE TRUNK CUT ALL ROPES, WIRES, AND BURLAP FROM TRUNK AND REMOVE TOP OF ROOT BALL. REMOVE ALL CONTAINERS FROM ROOT BALL. SAFETY STAKE BY ARBOR STAKES, SIZE PER CONTAINER/ ROOT BALL SIZE, REF. MANUFACTURER SPECIFICATIONS 3" LAYER OF SPECIFIED MULCH 3" HIGH EARTHEN WATER RETENTION BASIN FINISHED GRADE ROOTBALL ANCHOR RINGS NAIL STAKE SPECIFIED SOIL BACKFILL MIX UNDISTURBED SUBGRADE STANDARD TRUNK TREE PLANTING SECTION NOT TO SCALE TOP OF ROOT BALL TO BE 2" ABOVE FINISHED GRADE. MULCH TO BE NO DEEPER THAN 2" WITHIN 6" OF TREE TRUNK SAFETY STAKE BY ARBOR STAKES, SIZE PER CONTAINER/ ROOT BALL SIZE, REF. MANUFACTURER SPECIFICATIONS V-0"MIN. MULTI -TRUNK TREE PLANTING SECTION CUT ALL ROPES, WIRES, AND BURLAP FROM TRUNK AND REMOVE TOP OF ROOT BALL. REMOVE ALL CONTAINERS FROM ROOT BALL. 3" LAYER OF SPECIFIED MULCH 3" HIGH EARTHEN WATER RETENTION BASIN I.. FINISHED GRADE ROOTBALL ANCHOR RINGS NAIL STAKE SPECIFIED SOIL BACKFILL MIX UNDISTURBED SUBGRADE NOT TO SCALE ol ON CENTER SPACING 01 PLANTING NOTES: PER PLANT LIST 1. THE CONTRACTOR SHALL FURNISH QUANTITIES NECESSARY TO COMPLETE THE PLANTING 5. PLANTS SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY; HAVE NORMAL GROWTH TOP OF ROOTBALL TO BE 1" ABOVE AS SHOWN ON THE PLANTING PLANS. HABITS; WELL DEVELOPED BRANCHES, DENSELY FOLIATED; VIGOROUS ROOT SYSTEMS, FINISHED GRADE A. ALL PLANTS SHALL EQUAL OR EXCEED MEASUREMENTS SPECIFIED IN THE PLANT LIST BE FREE FROM DEFECTS AND INJURIES AND COMPLY WITH ANY SPECIAL INSTRUCTIONS FILL BED WITH MINIMUM 3" LAYER OF WHICH ARE THE MINIMUM ACCEPTABLE. NOTED WITHIN THE PLANT LIST. B. PLANTS SHALL BE MEASURED BEFORE PRUNING. NECESSARY PRUNING SHALL BE SPECIFIED MULCH, TAPER MULCH PERFORMED AFTER THE PLANT IS UNTIED AND PRIOR TO INSTALLATION. LANDSCAPE 6. PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THIS IS AWAY FROM TRUNK ARCHITECT SHALL BE NOTIFIED OF ANY MAJOR PRUNING REQUIREMENTS DUE TO NOT POSSIBLE, THE CONTRACTOR SHALL PROTECT PLANT STOCK WHICH HAS NOT BEEN FINISHED GRADE DAMAGE. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANT PLANTED. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY MATERIAL THAT NEEDS SIGNIFICANT PRUNING DUE TO DAMAGE FROM SHIPMENT OR PERIOD AFTER DELIVERY. HANDLING. z % // / // // // // // // // / / C. WHEN FORMAL ARRANGEMENTS OR CONSECUTIVE ORDER OF TREES OR SHRUBS IS 7. QUALITY, BRANCHING AND SIZE OF PLANTS, INCLUDING ROOT SIZE, SHALL BE IN w o j \ j\\ SPECIFIED PLANTING MIX SHOWN, STOCK SHALL BE SELECTED FOR UNIFORM HEIGHT AND SPREAD AND ACCORDANCE WITH "AMERICAN STANDARDS FOR NURSERY STOCK" ANSI Z60 .1-2014 REMOVE CONTAINER AND ANY LABELED BY NUMBER TO ASSURE SYMMETRY IN PLANTING. (MOST RECENT EDITION) AS PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE WRAPPING, TWINE, WIRES, ETC. ASSOCIATION. 2. TREE TAGGING: THE LANDSCAPE ARCHITECT MAY ELECT TO REVIEW THE TREES AT THE ,� ,�. �,T� � �T� ,/./ � /i PLACE OF GROWTH FOR THE PURPOSE OF SELECTION FOR THE PROJECT. WHEN ALL 8. B&B PLANTS SHALL BE HANDLED FROM THE BOTTOM OF THE ROOT BALL ONLY. PLANTS -IIIIIIIIIIIIIIIIIIII I UNDISTURBED SUBGRADE PLANT MATERIAL HAS BEEN SELECTED AND PRE -TAGGED BY THE LANDSCAPE WITH BROKEN, SPLIT OR DAMAGED ROOT BALLS SHALL BE REJECTED. 1 I I11 I I11 I I11 I I1 1 = CONTRACTOR, THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED IN ORDER TO SCHEDULE HIS NURSERY INSPECTION WITH A MINIMUM OF 3 DAYS ADVANCE NOTICE. 9. ALL PLANTING BEDS SHALL BE MULCHED TO A DEPTH OF 3 INCHES WITH FINE GROUND, A. THE CONTRACTOR SHALL ACCOMPANY THE LANDSCAPE ARCHITECT ON ALL SHREDDED HARDWOOD BARK MULCH; DOUBLE -SHREDDED, AND FREE OF GROWTH OR SHRUB BED PLANTING INSPECTIONS. GERMINATION INHIBITING INGREDIENTS.. MULCH SHOULD NOT COME INTO CONTACT WITH B. THE CONTRACTOR SHALL HAVE SUFFICIENT ALTERNATE CHOICES TO PREVENT LOSS THE ROOT COLLAR OF TREES OR SHRUBS. THE TOP OF THE ROOT BALL FOR ALL B&B :3:: OF TIME IN THE EVENT THAT SOME TREES FAIL TO MEET THE APPROVAL OF THE PLANTS SHALL BE EXCAVATED TO EXPOSE THE ROOT FLARE. THE ROOT FLARE SHALL BE SECTION NOT TO SCALE LANDSCAPE ARCHITECT. AT THE TOP OF THE BALL AND PLANTED LEVEL OR 1" ABOVE FINISHED GRADE. C. ALL TREES MUST BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT BEFORE DIGGING BEGINS. 10. THE LAYOUT OF ALL BEDLINES SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT ON -SITE PRIOR TO INSTALLING 3. IF IT IS DETERMINED THAT TREE TAGGING WILL NOT TAKE PLACE, THE CONTRACTOR IS RESPONSIBLE TO SUBMIT REPRESENTATIVE PHOTOGRAPHS FOR REVIEW OF ALL PLANT 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UTILITY MARK OUTS AND MATERIALS AT THE SPECIFIED SIZES OR GREATER. ALL PHOTOS MUST INCLUDE A COMPLIANCE WITH ALL FEDERAL, STATE OR LOCAL CODES, LAWFUL ORDERS OR J MEASURING DEVICE THAT IS CLEARLY LEGIBLE WITH PLANT COMMON NAME, BOTANICAL REGULATIONS GOVERNING UPON THIS WORK. Q w 3" LATER OF SPECIFIED MULCH NAME, AND SUPPLIER INFORMATION. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION AND METAL EDGING N m COMPACTED SOIL ADJACENT 4. LOCATIONS OF PLANT MATERIAL SHOWN ON PLANS ARE APPROXIMATE. FINAL LOCATIONS MAINTENANCE OF ALL TREE GUYS, STAKES, SUPPORTS AND MULCH RINGS OR BEDS WILL VARY FROM PLAN AND SHALL BE DETERMINED IN THE FIELD UNDER THE DIRECTION DURING THE CONSTRUCTION AND MAINTENANCE PERIOD. FINISHED GRADE N a TO EDGING OF THE LANDSCAPE ARCHITECT. SPECIFIED SOIL A. CONTRACTOR SHALL PROVIDE PRE -MARKED, COLOR -CODED FLAGS FOR ALL SHADE 13. THE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED BACKFILL MIX TREES, EVERGREEN TREES AND FLOWERING TREES. DETRIMENTAL TO THE GROWTH OF THE PROPOSED PLANT MATERIAL. TREES SHALL BE B. LANDSCAPE ARCHITECT SHALL PLACE THE COLOR -CODED FLAGS TO INDICATE PLANT PRUNED OF ANY BRANCHES THAT INTERFERE WITH PEDESTRIANS, VEHICLES OR SIGNS. LOCATIONS. SHADE TREES MUST BE SINGLE TRUNK, TREE FORM SPECIMENS. ALL PARKING LOT AND //\\//\//\\// \\/ /\\/\\/\\/� C. CONTRACTOR SHALL PLACE TREES ABOVE GROUND IN ACCORDANCE WITH THE STREET TREES SHALL BE LIMBED TO A HEIGHT OF SEVEN FEET. —111-111— //\ / //\//\//\//\ FLAGGED LOCATION. THE LANDSCAPE ARCHITECT MAY REQUEST THE CONTRACTOR :I 1 I —I � 1=1 I I — \/ /\\/\\/\\/\\/� TO MOVE, TURN OR RELOCATE THE PLANT MATERIAL AT THIS TIME. UNDER NO 14. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD CONDITIONS SHALL BE RESOLVED BY —III—III=1 I I III CIRCUMSTANCES SHALL THE CONTRACTOR PRE -DIG TREE PITS. THE LANDSCAPE ARCHITECT IN THE FIELD. III1I11I I I I —I /\\/\\/\\/\\/\\/� SUBGRADE _ 1 1 11 I III \//\//\//\//\//\//� D. UPON FINAL APPROVAL BY THE LANDSCAPE ARCHITECT OF TREE PLACEMENT, \ \ \ \ \ CONTRACTOR SHALL PAINT A CIRCLE AROUND THE BALL OF THE TREE, MOVE TREE 15. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING Ell 1111 11 1 III \� j\\%j\j\\%j� AND EXCAVATE TREE PIT. SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTABLE LOCAL PRACTICE. METAL EDGING SECTION NOT TO SCALE J�1 :_L_[S�V_`'��Z�I�I:� bkod CREATIVE Bud Creative, LLC 3800 Main Street, Suite B Dallas, Texas 75226 P: 570.954.1964 SH0PCos. OWNER SHOP Companies 4809 Cole Ave, Suite 330 Dallas, TX 75205 CIVIL ENGINEER Kirkman Engineering 5200 State Highway 121 Colleyville, TX 76034 W U Q J 0- wOaQ U w J m J X w ~ 2 � 0 Z W�0ry LL Q ry < Lo U �O J fO 1�/ Rev: Date: Description: Project Number: 21020 Date: JULY 31, 2023 Issue: LANDSCAPE PLAN Sheet Title: PLANTING DETAILS Sheet Number: . Q���,p,NDSCgp�yy L3 3528 07/31 i 657 � I � W. S0UTHLAKE EL VD (F.M. HWY NO, 1709) (VARIABLE WIDTH ROW) ry •. 1 �11/ice:! _\0 EX. BLDG EX. FFE=659.6 L JPJ'_ LPJ� —� E) R� �<< / 90 i EX. BLDG EX. FFE=663.4 I I I l 1ct° I / \ ' f u LL I — � C EX. BLDG EX. FFE=665.6 1> JELI UH W-T[i ILLLFU — I I/ 665 `Se 670_ 0 N a f / EX. BLDG EX. FFE=670.1 WTR Know what's below. Call before you dig. SITE BENCHMARKS ALL EVELATIONS ARE BASED ON CITY OF SOUTHLAKE BM NO. 33 LOCATED AT LAT. 32°56'30.52072"N, LONG. 97°11"07.20706"W ALUMINUM MONUMENT IN CONCRETE. ELEVATION = 657.38' (NAD'83) LEGEND PROPOSED CONTOUR 500 EXISTING CONTOUR GRADE BREAK PROPOSED SWALE PROPOSED FINISHED FG 700.00 GRADE PROPOSED TOP OF* -__LC 700.50 CURB/GUTTER G 700.00 PROPOSED TOP OF WALL/ TW 700.00 BOTTOM OF WAL BW 699.00 PROPOSED Ti 700.00 TOP OF INLET EXISTING SPOT GRADE , EX. 700.5+ EXISTING TOP OF -- TC700.5+ CURB/GUTTER G700.0+ PROPOSED DRAINAGE FLOW ARROW o© EXISTING DRAINAGE Now FLOW ARROW PROPERTY BOUNDARY GRAPHIC SCALE 0 60 120 FEET SCALE: 1 " = 60' ZA23-0008 P R E L I M I N A R Y FOR REVIEW ONLY THESE DOCUMENTS ARE FOR DESIGN REVIEW ONLY AND NOT INTENDED FOR THE PURPOSES OF CONSTRUCTION, BIDDING OR PERMIT. THEY WERE PREPARED BY, OR UNDER THE SUPERVISION OF: SHEA 0. KIRKMAN P.E.# 91865 DATE: September 13, 2023 S'PM� 4809 COLE AVE #330 DALLAS, TX 75205 214-960-4545 W U w w U cn O X J = W = w o� z :D L� Q OO U Z O F- a s U LU W 0 Lij F- a 0 LU E N G I N E E R I N G KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: SHP22002 ISSUE DATE: 9/13/2023 OVERALL GRADING PLAN SHEET: 5 I / / a a I u / / / / I l / r I I I I I / TBACK ONING) TC 662.70 G 662.20 66r� EX. 662.0+ I / I I I I I I TC 663.42 EX. 662.2t G 662.92 I 7TC 662.91 G 662.41 I I I TC 662.36 \ G 661.86 I I N I I I Know what's below. Call before you dig. I SITE BENCHMARKS ALL EVELATIONS ARE BASED ON CITY OF SOUTHLAKE BM NO. 33 LOCATED AT LAT. 32°56'30.52072"N, LONG. 97'11"07.20706"W ALUMINUM MONUMENT IN CONCRETE. ELEVATION = 657.38' (NAD '83) LEGEND PROPOSED CONTOUR 500 I EXISTING CONTOUR GRADE BREAK PROPOSED SWALE PROPOSED FINISHED FG 700.00 GRADE PROPOSED TOP OF TC 70o.50 CURB/GUTTER G 700.00 PROPOSED TOP OF WALL/ Tw 700.00 BOTTOM OF WAL BW 699.00 PROPOSED TOP OF INLET TI 700.00 EXISTING SPOT GRADE , EX. 700.5± EXISTING TOP OF -, TC700.5+ CURB/GUTTER G 700.0t PROPOSED DRAINAGE Q© FLOW ARROW EXISTING DRAINAGE FLOW ARROW PROPERTY BOUNDARY GRAPHIC SCALE 0 10 20 FEET SCALE: 1 10 ZA23-0008 P R E L I M I N A R Y FOR REVIEW ONLY THESE DOCUMENTS ARE FOR DESIGN REVIEW ONLY AND NOT INTENDED FOR THE PURPOSES OF CONSTRUCTION, BIDDING OR PERMIT. THEY WERE PREPARED BY, OR UNDER THE SUPERVISION OF: SHEA 0. KIRKMAN P.E.# 91865 DATE: September 13, 2023 4809 COLE AVE #330 DALLAS, TX 75205 214-960-4545 W rl U W �e LU U O : g q J J = W . :D T + w 0 0-6 z :D �Z � L � a O U J z O a v N LLJ W F- a 0 LU cA E N G I N E E R I N G KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: SHP22002 ISSUE DATE: 9/13/2023 DETAILED GRADING PLAN SHEET: 6 2S. 0 J. 2g2rT\ EX. 30" STORM PIPE UR— — EX • — — — — — — — — 30"SETSRCK— — — — r(PER ZONING) EX. 24" STORM PIPE EX. 21" STORM PIPE EX. 10' CURB INLET PROP. 21" STORM PIPE PROP. 10' CURB INLET W. SOUTHLAKE BL VD (F,M, HWY NO, 1709) (VARIABLE WIDTH ROW) Know what's below. Call before you dig. VR SSI tOSR WEk�rn �;nirt� EW--E SITE BENCHMARKS ALL EVELATIONS ARE BASED ON CITY OF SOUTHLAKE BM NO. 33 LOCATED AT LAT. 32°56'30.52072"N, LONG. 97'11"07.20706"W ALUMINUM MONUMENT IN CONCRETE. ELEVATION = 657.38' (NAD '83) LEGEND EXISTING STORM PIPE PROPOSED STORM PIPE PROPOSED CURB INLET PROPOSED TRENCH DRAIN PROPOSED RETAINING WALL PROPERTY BOUNDARY I I GRAPHIC SCALE 0 20 40 FEET SCALE: 1 = 20 ZA23-0008 P R E L I M I N A R Y FOR REVIEW ONLY THESE DOCUMENTS ARE FOR DESIGN REVIEW ONLY AND NOT INTENDED FOR THE PURPOSES OF CONSTRUCTION, BIDDING OR PERMIT. THEY WERE PREPARED BY, OR UNDER THE SUPERVISION OF: SHEA 0. KIRKMAN P.E.# 91865 DATE: September 13, 2023 4809 COLE AVE #330 DALLAS, TX 75205 214-960-4545 W T� U U..0 LLJ U O g J LU O LU z :D L� a O U J z O a v N 0 w Q 0 E N G I N E E R I N G KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: SHP22002 ISSUE DATE: 9/13/2023 PRELIMINARY STORM PLAN SHEET: 7 3 v 0 J� 0,0 STA 0+00.00 LINE "W-1" CONNECT TO EX. WATER METER l �P 5 ESE (CONTRACTOR TO FIELD VERIFY) BEGIN 2" DOM. SERVICE STA 0+00.00 -- SS-1 INSTALL: 1 - INSTALL: 1-SSMH SSMH FL 6" = 647.37 (SW) FL 6" = 647.37 (SE) l FL 6" = 647.37 (NE) PROP. 6" S.S. @ 5.00% (PRIVATE) EX. LIGHT POLE i EX. SSMH EX. LIGHT POLE / , / , / loll / , EX. LIGHT POLE EX. LIGHT POLE / - EX. FIRE HYDRANT \ _\ -Xvi EX. LIGHT POLE EX. LIGHT POLE �_x ZXX X loll / \ \ EX. LIGHT POLE EX. LIGHT \\\ / EX. FIRE HYDRANT /xzz, EX. LIGHT POLE 'xX EX. LIGHT POLE Z EX. FIRE HYDRANT �wv EX. LIGHT POLE v EX. LIGHT POLE EX. LIGHT POLE EX. FIRE HYDRANT E� EX. SSMH I I ® WM ®WM Wv FH I EX. FIRE HYDRANT I I WM WM I Know what's below. Call before you dig. SITE BENCHMARKS ALL EVELATIONS ARE BASED ON CITY OF SOUTHLAKE BM NO. 33 LOCATED AT LAT. 32°56'30.52072"N, LONG. 97'11"07.20706"W ALUMINUM MONUMENT IN CONCRETE. ELEVATION = 657.38' (NAD '83) LEGEND EXISTING SANITARY SEWER EX SS PROPOSED SANITARY SEWER SS EXISTING WATER EXWTR PROPOSED WATER W W EXISTING SANITARY O SEWER MANHOLE PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER CLEANOUT EXISTING FIRE HYDRANT FH�a EXISTING GAS EX GAS EXISTING UNDERGROUND EX UGE ELECTRIC EXISTING OVERHEAD EXOHE ELECTRIC EXISTING TELEPHONE EX UGE PROPERTY BOUNDARY GRAPHIC SCALE 0 60 120 FEET SCALE: 1 " = 60' ZA23-0008 P R E L I M I N A R Y FOR REVIEW ONLY THESE DOCUMENTS ARE FOR DESIGN REVIEW ONLY AND NOT INTENDED FOR THE PURPOSES OF CONSTRUCTION, BIDDING OR PERMIT. THEY WERE PREPARED BY, OR UNDER THE SUPERVISION OF: SHEA 0. KIRKMAN P.E.# 91865 DATE: September 13, 2023 4809 COLE AVE #330 DALLAS, TX 75205 214-960-4545 W r—I U W LLJ U O g q J J = W O LU z :D � �L� O O Lr)a O U z O 7 H a v N Uj I I I I I I I I Q 0 w E N G I N E E R I N G KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: SHP22002 ISSUE DATE: 9/13/2023 PRELIMINARY UTILITY PLAN SHEET: 8 1 000, ORIVZ *4 10 / 3 5 #4�, 'OON 0 VIP / / #�P��P 1 / / LE LE Q � H#3 l000, 1-1 �l#34 \435 / �/ / #31 � / y // // # #29 EL% / // LOT 6, BLOCK 1, / O THLAKE CROSSING #270 p G\ # X/ / # PHASE II wM /�1�,� ���� , / (CABINET A, SLIDE 2425, P.R.T.C.T.) EX. BUILDING -LE ELEC / ZONING C-3 QO 83 5,000 SF #9 / / 81 %/ • s/ 0 / #52 / #53 / 48 C. ✓�1.0 / 5� C-)#s LOT4, BLOCK 1, SOUTHLAKE CROSSING PHASE 1/ 14 # / / 9 (CABINETA, SLIDE P.R. T.C. T.) SLM LMDUNHILL LLC, / ZONING C-3 loe L. U.D. = RETAIL COMMERCIAL 3� #16 1 - A TRACT 3 LOT2R, BLOCK 1, SOUTHLAKE CROSSING PHASE I (CABINETA, SLIDE 1613, P. R. T. C. T.) STORE MASTER FUNDING XIV LLC, ZONING SP 1 L. U.D. =RETAIL COMMERCIAL H a I 5 01 TRACT 3 LOT2R, BLOCK 1, SOUTHLAKE CROSSING PHASE I (CABINETA, 0 SLIDE 1613, 5j1 P.R. T.C. T.) 5 O , BLOCK 1, O E CROSSING B/NET A, SLIDE 2 P.R. T.C. T.) MARKETPLACE PA011P ZONING 3 L. U.D. = RETA COMME / IJ12 1 ` #130 #129 1 i J L-- 123 11?v # /�— / / / / / / 1/ >x20 / / / #133 9' / 1/135 8 0 # / #13 LP, I I I I I I y #1 LOT 7, BLOCK 1, ldq, OUTHLAKE CROSSI G PHASE II ° CABINET A, SLIDE 2425, I P.R.T.C.T.) EX. BUILDING 1 ZONING C-3 1 20,236 SF 1 e� I I I I I PROP. PATIO 'I #1 PRn C)PFN I I PROP. PATIO � I II 11 EX. BUILDING ZONING C-3 15,561 SF #108 011 #110 I 0WM 0 WM PK/v OFH I I /M #1 VM 0 #1� #1 #1 9 #1 0 #1 1 EX. BUILDING) JJ )/ ZONING C-3 71,301 SF 52 I 11 11� 1 Y/ /#156 / #15,7 0 C �K�..�� / 0 EC #23I 00 z� / 1 # 2 #160 #234 / / #159 #235 0 / / 0 #161 #229 / #2 8 . #227 #237 #236 ;�`j�1I#225 / , / #165 #164 Q / // #j67#�0 #238��#(J#24 �� 7 #241#223 // 01 1 #170 # 68 / / 0 #169 #2420 #2 0 / / / #173 #172 0 # J 24 ,I #222 0#W4 / #2050 # 3 J 21 \ ELV N #175 ELEC �/ #204 # I#220 c�61 / ®wWM#0 0/ 0 #1190 #194 #207 #2I19 J // / #1 wv 00 #189 #191 #193#195 #19 #20 #( 0 S S#209 DL18 // w #1 —#181�#188.. #19 f r2D�8J #ai17 O O // / Q® #177 — #—� 22 // #181 #180 #196 #198 #200 #210 #212 #216 / / 5 5 "W 7.33 // # / / / LOT 5, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) TAG# DIA (IN) SPECIES CONDITION STATUS TAG# DIA (IN) SPECIES CONDITION STATUS 1 5 CRAPE MYRTAL ALIVE REMAIN 121 12 LIVE OAK ALIVE REMAIN 2 5 CYPRESS ALIVE REMAIN 122 6 CRAPE MYRTAL ALIVE REMAIN 3 5 LIVE OAK ALIVE REMAIN 123 15 LIVE OAK ALIVE REMAIN 4 5 LIVE OAK ALIVE REMAIN 124 14 CRAPE MYRTAL ALIVE REMAIN 5 5 LIVE OAK ALIVE REMAIN 125 11 LIVE OAK ALIVE REMAIN 6 5 LIVE OAK ALIVE REMAIN 126 5 CRAPE MYRTAL ALIVE REMOVE 7 6 LIVE OAK ALIVE REMAIN 127 12 CRAPE MYRTAL ALIVE REMAIN 8 5 LIVE OAK ALIVE REMAIN 128 12 CRAPE MYRTAL ALIVE REMAIN 9 6 SUGARBERRY ALIVE REMAIN 129 8 PERSIMMON ALIVE REMAIN 10 11 POSTOAK ALIVE REMAIN 130 9 PERSIMMON ALIVE REMAIN 11 5 LIVE OAK ALIVE REMAIN 131 9 PERSIMMON ALIVE REMOVE 12 6 LIVE OAK ALIVE REMAIN 132 9 PERSIMMON ALIVE REMAIN 13 5 LIVE OAK ALIVE REMAIN 133 6 PERSIMMON ALIVE REMAIN 14 7 CYPRESS ALIVE REMAIN 134 7 PERSIMMON ALIVE REMAIN 15 6 LIVE OAK ALIVE REMAIN 135 11 CYPRESS ALIVE REMAIN 16 12 LIVE OAK ALIVE REMAIN 136 9 CYPRESS ALIVE REMAIN 17 10 LIVE OAK ALIVE REMAIN 137 19 LIVE OAK ALIVE REMAIN 18 7 CRAPE MYRTAL ALIVE REMAIN 138 21 LIVE OAK ALIVE REMAIN 19 15 CRAPE MYRTAL ALIVE REMAIN 139 18 CRAPE MYRTAL ALIVE REMAIN 20 12 CRAPE MYRTAL ALIVE REMAIN 140 14 CRAPE MYRTAL ALIVE REMAIN 21 12 CRAPE MYRTAL ALIVE REMAIN 141 16 CRAPE MYRTAL ALIVE REMAIN 22 20 POSTOAK ALIVE REMAIN 142 16 CRAPE MYRTAL ALIVE REMAIN 23 14 POSTOAK ALIVE REMAIN 143 14 CRAPE MYRTAL ALIVE REMAIN 24 14 CYPRESS ALIVE REMAIN 144 13 CRAPE MYRTAL ALIVE REMAIN 25 11 CYPRESS ALIVE REMAIN 145 15 CRAPE MYRTAL ALIVE REMAIN 26 13 CYPRESS ALIVE REMAIN 146 15 CRAPE MYRTAL ALIVE REMAIN 27 13 CRAPE MYRTAL ALIVE REMAIN 147 15 CRAPE MYRTAL ALIVE REMAIN 28 11 CRAPE MYRTAL ALIVE REMAIN 148 14 CRAPE MYRTAL ALIVE REMAIN 29 12 CRAPE MYRTAL ALIVE REMAIN 149 15 CRAPE MYRTAL ALIVE REMAIN 30 21 POSTOAK ALIVE REMAIN 150 14 CRAPE MYRTAL ALIVE REMAIN 31 12 CYPRESS ALIVE REMAIN 151 18 CRAPE MYRTAL ALIVE REMAIN 32 15 CYPRESS ALIVE REMAIN 152 9 ELM ALIVE REMAIN 33 5 CRAPE MYRTAL ALIVE REMAIN 153 9 ELM ALIVE REMAIN 34 8 CRAPE MYRTAL ALIVE REMAIN 154 10 ELM ALIVE REMAIN 35 8 CRAPE MYRTAL ALIVE REMAIN 155 9 ELM ALIVE REMAIN 36 6 CRAPE MYRTAL ALIVE REMAIN 156 8 CRAPE MYRTAL ALIVE REMAIN 37 13 CRAPE MYRTAL ALIVE REMAIN 157 7 CRAPE MYRTAL ALIVE REMAIN 38 14 CYPRESS ALIVE REMAIN 158 6 CRAPE MYRTAL ALIVE REMAIN 39 17 POSTOAK ALIVE REMAIN 159 6 CRAPE MYRTAL ALIVE REMAIN 40 15 POSTOAK ALIVE REMAIN 160 6 CRAPE MYRTAL ALIVE REMAIN 41 6 CRAPE MYRTAL ALIVE REMAIN 161 6 CRAPE MYRTAL ALIVE REMAIN 42 6 CRAPE MYRTAL ALIVE REMAIN 162 6 CRAPE MYRTAL ALIVE REMAIN 43 10 HOLLY ALIVE REMAIN 163 7 CRAPE MYRTAL ALIVE REMAIN 44 10 HOLLY ALIVE REMAIN 164 10 CYPRESS ALIVE REMAIN 45 13 ASH ALIVE REMAIN 165 9 CRAPE MYRTAL ALIVE REMAIN 46 10 LIVE OAK ALIVE REMAIN 166 14 BUCKBRUSH ALIVE REMAIN 47 11 CYPRESS ALIVE REMAIN 167 9 CRAPE MYRTAL ALIVE REMAIN 48 16 CYPRESS ALIVE REMAIN 168 7 CYPRESS ALIVE REMAIN 49 13 CYPRESS ALIVE REMAIN 169 7 CYPRESS ALIVE REMAIN 50 8 CRAPE MYRTAL ALIVE REMOVE 170 9 ELM ALIVE REMAIN 51 11 CYPRESS ALIVE REMOVE 171 9 CRAPE MYRTAL ALIVE REMAIN 52 13 CRAPE MYRTAL ALIVE REMOVE 172 8 CYPRESS ALIVE REMAIN 53 7 CRAPE MYRTAL ALIVE REMOVE 173 10 CYPRESS ALIVE REMAIN 54 6 CRAPE MYRTAL ALIVE REMOVE 174 6 ELM ALIVE REMAIN 55 18 CRAPE MYRTAL ALIVE REMOVE 175 8 CRAPE MYRTAL ALIVE REMAIN 56 15 CRAPE MYRTAL ALIVE REMOVE 176 13 ELM ALIVE REMAIN 57 15 CRAPE MYRTAL ALIVE REMOVE 177 13 ELM ALIVE REMAIN 58 8 CRAPE MYRTAL ALIVE REMOVE 178 11 ELM ALIVE REMAIN 59 4 CRAPE MYRTAL ALIVE REMOVE 179 17 CRAPE MYRTAL ALIVE REMAIN 60 11 CYPRESS ALIVE REMOVE 180 18 CRAPE MYRTAL ALIVE REMAIN 61 12 CRAPE MYRTAL ALIVE REMOVE 181 24 CRAPE MYRTAL ALIVE REMAIN 62 12 CYPRESS ALIVE REMOVE 182 6 CRAPE MYRTAL ALIVE REMAIN 63 13 CRAPE MYRTAL ALIVE REMOVE 183 8 CRAPE MYRTAL ALIVE REMAIN 64 5 PERSIMMON ALIVE REMOVE 184 7 CRAPE MYRTAL ALIVE REMAIN 65 6 PERSIMMON ALIVE REMOVE 185 11 ELM ALIVE REMAIN 66 6 PERSIMMON ALIVE REMOVE 186 15 ELM ALIVE REMAIN 67 6 PERSIMMON ALIVE REMOVE 187 18 CRAPE MYRTAL ALIVE REMAIN 68 16 POSTOAK ALIVE REMOVE 188 14 CRAPE MYRTAL ALIVE REMAIN 69 10 CRAPE MYRTAL ALIVE REMOVE 189 14 CRAPE MYRTAL ALIVE REMAIN 70 15 LIVE OAK ALIVE REMAIN 190 13 ELM ALIVE REMAIN 71 7 CRAPE MYRTAL ALIVE REMAIN 191 14 SOUTHERN LIVE OAK ALIVE REMAIN 72 10 LIVE OAK ALIVE REMAIN 192 14 SOUTHERN LIVE OAK ALIVE REMAIN 73 6 CRAPE MYRTAL ALIVE REMAIN 193 15 LIVE OAK ALIVE REMAIN 74 4 CRAPE MYRTAL ALIVE REMAIN 194 11 LIVE OAK ALIVE REMAIN 75 7 CRAPE MYRTAL ALIVE REMAIN 195 6 LIVE OAK ALIVE REMAIN 76 4 PERSIMMON ALIVE REMAIN 196 14 LIVE OAK ALIVE REMAIN 77 9 CRAPE MYRTAL ALIVE REMOVE 197 11 LIVE OAK ALIVE REMAIN 78 5 CRAPE MYRTAL ALIVE REMOVE 198 12 LIVE OAK ALIVE REMAIN 79 4 PERSIMMON ALIVE REMOVE 199 12 LIVE OAK ALIVE REMAIN 80 4 PERSIMMON ALIVE REMOVE 200 15 LIVE OAK ALIVE REMAIN 81 12 CRAPE MYRTAL ALIVE REMOVE 201 10 LIVE OAK ALIVE REMAIN 82 15 CRAPE MYRTAL ALIVE REMOVE 202 12 CRAPE MYRTAL ALIVE REMAIN 83 13 CRAPE MYRTAL ALIVE REMOVE 203 17 CRAPE MYRTAL ALIVE REMAIN 84 6 REDBUD ALIVE REMAIN 204 10 CYPRESS ALIVE REMAIN 85 16 CRAPE MYRTAL ALIVE REMAIN 205 12 1 CYPRESS ALIVE REMAIN 86 12 CYPRESS ALIVE REMAIN 206 8 CYPRESS ALIVE REMAIN 87 14 CRAPE MYRTAL ALIVE REMAIN 207 16 CRAPE MYRTAL ALIVE REMAIN 88 12 CRAPE MYRTAL ALIVE REMAIN 208 16 CRAPE MYRTAL ALIVE REMAIN 89 12 POSTOAK ALIVE REMAIN 209 17 CRAPE MYRTAL ALIVE REMAIN 90 20 POSTOAK ALIVE REMAIN 210 13 LIVE OAK ALIVE REMAIN 91 12 LIVE OAK ALIVE REMAIN 211 9 LIVE OAK ALIVE REMAIN 92 4 CRAPE MYRTAL ALIVE REMAIN 212 13 LIVE OAK ALIVE REMAIN 93 16 CYPRESS ALIVE REMAIN 213 13 LIVE OAK ALIVE REMAIN 94 7 CRAPE MYRTAL ALIVE REMAIN 214 10 LIVE OAK ALIVE REMAIN 95 7 CRAPE MYRTAL ALIVE REMAIN 215 8 LIVE OAK ALIVE REMAIN 96 6 CRAPE MYRTAL ALIVE REMAIN 216 21 LIVE OAK ALIVE REMAIN 97 8 CRAPE MYRTAL ALIVE REMAIN 217 15 LIVE OAK ALIVE REMAIN 98 8 LIVE OAK ALIVE REMAIN 218 12 LIVE OAK ALIVE REMAIN 99 15 CYPRESS ALIVE REMAIN 219 11 LIVE OAK ALIVE REMAIN 100 7 CRAPE MYRTAL ALIVE REMAIN 220 17 LIVE OAK ALIVE REMAIN 101 13 CYPRESS ALIVE REMAIN 221 14 LIVE OAK ALIVE REMAIN 102 12 PERSIMMON ALIVE REMAIN 222 19 LIVE OAK ALIVE REMAIN 103 8 PERSIMMON ALIVE REMAIN 223 15 LIVE OAK ALIVE REMAIN 104 11 CRAPE MYRTAL ALIVE REMAIN 224 11 LIVE OAK ALIVE REMAIN 105 13 LIVE OAK ALIVE REMAIN 225 17 LIVE OAK ALIVE REMAIN 106 17 LIVE OAK ALIVE REMAIN 226 11 LIVE OAK ALIVE REMAIN 107 11 CRAPE MYRTAL ALIVE REMAIN 227 16 LIVE OAK ALIVE REMAIN 108 8 CRAPE MYRTAL ALIVE REMAIN 228 11 LIVE OAK ALIVE REMAIN 109 10 LIVE OAK ALIVE REMAIN 229 11 CRAPE MYRTAL ALIVE REMAIN 110 12 CRAPE MYRTAL ALIVE REMAIN 230 17 CRAPE MYRTAL ALIVE REMAIN 111 12 CYPRESS ALIVE REMAIN 231 20 CRAPE MYRTAL ALIVE REMAIN 112 10 CYPRESS ALIVE REMAIN 232 16 CRAPE MYRTAL ALIVE REMAIN 113 9 CYPRESS ALIVE REMAIN 233 10 LIVE OAK ALIVE REMAIN 114 8 CYPRESS ALIVE REMOVE 234 16 ELM ALIVE REMAIN 115 5 LIVE OAK ALIVE REMAIN 235 14 CRAPE MYRTAL ALIVE REMAIN 116 10 LIVE OAK ALIVE REMAIN 236 15 CRAPE MYRTAL ALIVE REMAIN 117 8 CRAPE MYRTAL ALIVE REMAIN 237 10 PERSIMMON ALIVE REMAIN 118 13 LIVE OAK ALIVE REMAIN 238 10 PERSIMMON ALIVE REMAIN 119 16 1 LIVE OAK ALIVE REMAIN 239 14 CRAPE MYRTAL ALIVE REMAIN 120 6 1 CRAPE MYRTAL ALIVE REMAIN 240 5 CRAPE MYRTAL ALIVE REMAIN 241 16 CRAPE MYRTAL ALIVE REMAIN 242 10 CYPRESS ALIVE REMAIN 243 1 7 CRAPE MYRTAL ALIVE REMAIN LEGEND PROTECTED TREE TO REMAIN 0 PROTECTED TREE TO BE 0 REMOVED PROPERTY BOUNDARY EXISTING TREE COVER CALCULATIONS PERCENTAGE OF EXISTING TREE COVER ON THE ENTIRE SITE 0.41% MINIMUM PERCENTAGE OF EXISTING 70% TREE COVER TO BE PRESERVED PERCENTAGE OF EXISTING TREE COVER TO BE REMOVED 10.53% PERCENTAGE OF EXISTING TREE COVER TO BE PRESERVED 89.47% GRAPHIC SCALE 0 60 120 FEET SCALE: 1 " = 60' ZA23-0008 P R E L I M I N A R Y FOR REVIEW ONLY THESE DOCUMENTS ARE FOR DESIGN REVIEW ONLY AND NOT INTENDED FOR THE PURPOSES OF CONSTRUCTION, BIDDING OR PERMIT. THEY WERE PREPARED BY, OR UNDER THE SUPERVISION OF: SHEA 0. KIRKMAN P.E.# 91865 DATE: September 13, 2023 4809 COLE AVE #330 DALLAS, TX 75205 214-960-4545 LuU r-1 Lu � � U o c n g J = w Lu z LL O O a 00 U z O a v N 0 0 LLJ E N G I N E E R I N G KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: SHP22002 ISSUE DATE: 9/13/2023 TREE CONSERVATIO PLAN SHEET: 9