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Item 8 - PlansSHEET NUMBERING DISCIPLINE DESIGNATORS G- GENERAL Z- ZONING EN ENERGY ANALYSIS H- HAZARDOUS MATERIALS BPP PAVEMENT PLAN C- CIVIL L- LANDSCAPE LI IRRIGATION S- STRUCTURAL DM ARCHITECTURAL DEMOLITION AS ARCHITECTURAL SITE PLAN A- ARCHITECTURAL ID INTERIOR DESIGN Q- SPECIALTY EQUIPMENT FP FIRE PROTECTION PD PLUMBING DEMOLITION P- PLUMBING MD MECHANICAL DEMOLITION M- MECHANICAL ED ELECTRICAL DEMOLITION E- ELECTRICAL FA FIRE ALARM T- COMMUNICATION XF FOOD SERVICE X- OTHER DISCIPLINE AD-100 DISCIPLINE SUBSET SEQUENCE NUMBER SHEET TYPE LOCATION MAPVICINITY MAP OWNER TENET HEALTHCARE UNITED SURGICAL PARTNERS INTERNATIONAL 15305 DALLAS PARKWAY, SUITE 1600 ADDISON, TX 75001 P 972.713.3568 F 972.767.0679 CONTACT: DEANN MANCHESTER ARCHITECT E4H ENVIRONMENTS FOR HEALTH ARCHITECTURE 501 ELM STREET, SUITE 500 DALLAS, TX 75202 P 817.226.1917 F 817.226.1919 CONTACT: JEFF SUDMAN JOSUE GARCIA MEP/ CIVIL/ LANDSCAPE CONSULTANT BANNISTER ENGINEERING, LLC 240 N. MITCHELL ROAD MANDSFIELD, TX 76063 P 817.842.2094 F 817-842-2095 CONTACT: CODY BROOKS HECTOR SOTELO NOT FOR CONSTRUCTION DATE: EN V I R O N M E N T S © 2 0 1 7 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C BO S T O N | D A L L A S | N E W Y O R K | B U R L I N G T O N | P O R T L A N D e4 h a r c h i t e c t u r e . c o m t 8 1 7 . 2 2 6 . 1 9 1 7 50 1 E l m S t r e e t , S u i t e 5 0 0 , D a l l a s , T X 7 5 2 0 2 A R C H I T E C T U R E e4 h FO R H E A L T H 88 8 . 7 8 1 . 8 4 4 1 SHEET TITLE AND NUMBER: PROJECT NUMBER: SEAL: REV DESCRIPTION DATE G-000 INDEX OF DRAWINGS 3019185 07/28/2020 90 5 E . S o u t h l a k e B l v d . So u t h l a k e , T e x a s US P I A l l S t a r M e d i c a l O f f i c e B u i l d i n g FOR REVIEW ONLY INDEX OF DRAWINGS SHEET # SHEET NAME ISSUE DATE REV # REV DATE ISSUE / REVISION DESCRIPTION SITE PLAN SUBMITTAL 01 GENERAL G-000 INDEX OF DRAWINGS 07/28/2020 06 - CIVIL C-2.0 PRELIMINARY GRADINGN PLAN 05/04/2020 C-3.0 PRELIMINARY DRAINAGE PLAN AREA PLAN 05/04/2020 C-4.0 PRELIMINARY STORM PLAN 05/04/2020 C-5.0 PRELIMINARY WATER AND WASTER WATER PLAN 05/04/2020 07 - LANDSCAPE L-1.0 LANDSCAPE PLAN 05/04/2020 L-1.1 TREE CONSERVATION PLAN 05/04/2020 12 - ARCHITECTURAL SD-001 SITE PLAN 07/28/2020 SD-101 FIRST FLOOR PLAN 07/28/2020 SD-102 SECOND FLOOR PLAN 07/28/2020 SD-107 EXTERIOR ELEVATIONS 07/28/2020 SD-108 EXTERIOR ELEVATIONS 07/28/2020 SD-109 EXTERIOR PERSPECTIVES 07/28/2020 SD-110 EXTERIOR PERSPECTIVES 07/28/2020 21 - MEP SP1.1 PHOTOMETRIC LIGHTING PLAN 05/04/2020 STATE HEALTH DEPT #TDLR # USPI All Star Medical Office Building 905 E. Southlake Blvd. Southlake, Texas FOR REVIEW ONLY SITE PLAN SUBMITTAL ZA20-0027 101 101 F. M. HIGHWAY NO. 1709(SOUTHLAKE BOULEVARD) T O W E R B O U L E V A R D BUILDING 1A±6,375 sfTWO-STORYOFFICEBUILDINGFINISHED FLOORELEVATION = 635.5 0 B U I L D I N G 1 B ± 2 , 5 9 0 s f T W O - S T O R Y O F F I C E B U I L D I N G F I N I S H E D F L O O R E L E V A T I O N = 6 3 5 . 5 0 PROPOSED 5'CURB INLETPROPOSED 18 " HDP E RIDGE E X I S T I N G U N D E R G R O U N D D E T E N T I O N C - 2 . 0 PRELIMINARY GRADING PLAN S H E E T N U M B E R B A N N I S T E R 240 North Mitchell Road Mansfield, TX 76063 817.842.2094 817.842.2095 fax REGISTRATION # F-10599 (TEXAS) B E N C H M A R K S K n o w w h a t ' s R ( @ l e a s t 4 8 h o u r s p r i o r t o d i g g i n g ) USPI ALL STAR MOB EAST SOUTHLAKE BLVD AND TOWER BLVD SOUTHLAKE, TEXAS E N G I N E E R I N G C I T Y C A S E N U M B E R Z A 2 0 - 0 0 2 7 N ( I N F E E T ) G R A P H I C S C A L E 1 i n c h = 3 0 f t . 3 0 1 5 3 0 6 0 0 N O T E S T O C O N T R A C T O R N O T E S L E G E N D F. M. HIGHWAY NO. 1709(SOUTHLAKE BOULEVARD) T O W E R B O U L E V A R D BUILDING 1A±6,375 sfTWO-STORYOFFICEBUILDINGFINISHED FLOORELEVATION = 635.5 0 B U I L D I N G 1 B ± 2 , 5 9 0 s f T W O - S T O R Y O F F I C E B U I L D I N G F I N I S H E D F L O O R E L E V A T I O N = 6 3 5 . 5 0 PROPOSED 5'CURB INLET RIDGE E X I S T I N G 1 0 ' C U R B I N L E T E X I S T I N G 1 0 ' C U R B I N L E T E X I S T I N G 5 ' C U R B I N L E T 0 . 3 8 A 0 . 6 3 B 0 . 3 5 C 0 . 0 8 F 0 . 3 9 E 0.23 D 0 . 7 5 O S - 1 0 . 1 4 O S - 2 0 . 7 8 O S - 3 0 . 0 7 O S - 4 E X I S T I N G 1 0 ' C U R B I N L E T E X I S T I N G U N D E R G R O U N D D E T E N T I O N C - 3 . 0 PRELIMINARY DRAINAGE AREA MAP S H E E T N U M B E R B A N N I S T E R 240 North Mitchell Road Mansfield, TX 76063 817.842.2094 817.842.2095 fax REGISTRATION # F-10599 (TEXAS) B E N C H M A R K S K n o w w h a t ' s R ( @ l e a s t 4 8 h o u r s p r i o r t o d i g g i n g ) USPI ALL STAR MOB EAST SOUTHLAKE BLVD AND TOWER BLVD SOUTHLAKE, TEXAS E N G I N E E R I N G C I T Y C A S E N U M B E R Z A 2 0 - 0 0 2 7 N ( I N F E E T ) G R A P H I C S C A L E 1 i n c h = 3 0 f t . 3 0 1 5 3 0 6 0 0 1 . 0 0 D A - X L E G E N D “ ” “ ” “ ” N O T E S N O T E S T O C O N T R A C T O R F. M. HIGHWAY NO. 1709(SOUTHLAKE BOULEVARD) T O W E R B O U L E V A R D BUILDING 1A±6,375 sfTWO-STORYOFFICEBUILDINGFINISHED FLOORELEVATION = 635.5 0 B U I L D I N G 1 B ± 2 , 5 9 0 s f T W O - S T O R Y O F F I C E B U I L D I N G F I N I S H E D F L O O R E L E V A T I O N = 6 3 5 . 5 0 STA 2+79.25 STORM DRAIN LINE 'A'INSTALL 5' CURB INLET.TOP OF CURB = 634.50FL PR 18" RCP =631.00 1 8 " R C P @ 2 . 1 0 % S T A 1 + 0 0 . 0 0 S T O R M D R A I N L I N E ' A ' I N S T A L L C O N C R E T E C O L L A R . C O N N E C T T O E X I S T I N G 1 8 " L A T E R A L . F L E X 1 8 " R C P = ± 6 2 8 . 3 6 E X I S T I N G U N D E R G R O U N D D E T E N T I O N C - 4 . 0 PRELIMINARY STORM PLAN S H E E T N U M B E R B A N N I S T E R 240 North Mitchell Road Mansfield, TX 76063 817.842.2094 817.842.2095 fax REGISTRATION # F-10599 (TEXAS) B E N C H M A R K S K n o w w h a t ' s R ( @ l e a s t 4 8 h o u r s p r i o r t o d i g g i n g ) USPI ALL STAR MOB EAST SOUTHLAKE BLVD AND TOWER BLVD SOUTHLAKE, TEXAS E N G I N E E R I N G C I T Y C A S E N U M B E R Z A 2 0 - 0 0 2 7 N ( I N F E E T ) G R A P H I C S C A L E 1 i n c h = 3 0 f t . 3 0 1 5 3 0 6 0 0 N O T E S L E G E N D N O T E S F. M. HIGHWAY NO. 1709(SOUTHLAKE BOULEVARD) T O W E R B O U L E V A R D BUILDING 1A±6,375 sfTWO-STORYOFFICEBUILDINGFINISHED FLOORELEVATION = 635.5 0 B U I L D I N G 1 B ± 2 , 5 9 0 s f T W O - S T O R Y O F F I C E B U I L D I N G F I N I S H E D F L O O R E L E V A T I O N = 6 3 5 . 5 0 CONNECT TO EXISTING 6" LATERAL FOR FIRESERVICE. INSTALL ±150 LF 6" PIPE FORSERVICE. PROVIDE CITY APPROVEDBACKFLOW PREVENTION IN VAULT. 6 " P V C S A N I T A R Y S E R V I C E @ C O N N E C T T O E X I S T I N G 2 " L A T E R A L A N D M E T E R F O R D O M E S T I C W A T E R S E R V I C E . I N S T A L L ± 1 5 0 L F 2 " P I P E F O R S E R V I C E . C O N N E C T T O E X I S T I N G 2 " L A T E R A L A N D M E T E R F O R I R R I G A T I O N W A T E R S E R V I C E . R E F E R T O L A N D S C A P E I R R I G A T I O N P L A N S F O R C O N T I N U A T I O N . END WATER SERVICE LINES 5' FROMBUILDING. REFER TO ARCHITECTURAL / MEPPLANS FOR CONTINUATION.INSTALL DOUBLE CLEANOUT AND E N D SANITARY SERVICE LINE 5' FROM BUILDIN G . REFER TO ARCHITECTURAL / MEP PLA N S FOR CONTINUATIO N . I N S T A L L D O U B L E C L E A N O U T A N D E N D S A N I T A R Y S E R V I C E L I N E 5 ' F R O M B U I L D I N G . R E F E R T O A R C H I T E C T U R A L / M E P P L A N S F O R C O N T I N U A T I O N . R E M O V E E X I S T I N G C A P A N D C L E A N O U T A N D C O N N E C T T O E X I S T I N G 6 " S E R V I C E S T U B . F L 6 " P V C = ± 6 3 1 . 4 8 I N S T A L L 6 " x 6 " 4 5 ° W Y E . F L 6 " P V C = E X I S T I N G F I R E H Y D R A N T P R O P O S E D R E M O T E F I R E D E P A R T M E N T C O N N E C T I O N L O C A T I O N C - 5 . 0 PRELIMINARY WATER AND WASTEWATER PLAN S H E E T N U M B E R B A N N I S T E R 240 North Mitchell Road Mansfield, TX 76063 817.842.2094 817.842.2095 fax REGISTRATION # F-10599 (TEXAS) B E N C H M A R K S K n o w w h a t ' s R ( @ l e a s t 4 8 h o u r s p r i o r t o d i g g i n g ) USPI ALL STAR MOB EAST SOUTHLAKE BLVD AND TOWER BLVD SOUTHLAKE, TEXAS E N G I N E E R I N G C I T Y C A S E N U M B E R Z A 2 0 - 0 0 2 7 N ( I N F E E T ) G R A P H I C S C A L E 1 i n c h = 3 0 f t . 3 0 1 5 3 0 6 0 0 N O T E S N O T E S T O C O N T R A C T O R L E G E N D F. M. HIGHWAY NO. 1709(SOUTHLAKE BOULEVARD)TOWER BOULEV A R D S H E E T N U M B E R B A N N I S T E R 240 North Mitchell Road Mansfield, TX 76063 817.842.2094 817.842.2095 fax REGISTRATION # F-10599 (TEXAS) B E N C H M A R K S R ( @ l e a s t 4 8 h o u r s p r i o r t o d i g g i n g ) USPI ALL STAR MOB EAST SOUTHLAKE BLVD AND TOWER BLVD SOUTHLAKE, TEXAS E N G I N E E R I N G C I T Y C A S E N U M B E R Z A 2 0 - 0 0 2 7 L - 1 . 0 PRELIMINARY LANDSCAPE PLAN P R E L I M I N A R Y F O R R E V I E W O N L Y T h e s e d o c u m e n t s a r e f o r D e s i g n R e v i e w a n d n o t i n t e n d e d f o r C o n s t r u c t i o n , B i d d i n g o r P e r m i t P u r p o s e s . T h e y w e r e p r e p a r e d b y , o r u n d e r t h e s u p e r v i s i o n o f : D r e w J . D u b o c q L . A . # 3 1 4 1 0 5 / 0 4 / 2 0 2 0 N ( I N F E E T ) G R A P H I C S C A L E 1 i n c h = 3 0 f t . 3 0 1 5 3 0 6 0 0 BUFFERYARD REQUIREMENTS: R E Q U I R E D I N T E R I O R L A N D S C A P I N G : P A R K I N G L O T L A N D S C A P I N G R E Q U I R E D : P E R V I O U S / I M P E R V I O U S A R E A S : P L A N T _ S C H E D U L E F. M. HIGHWAY NO. 1709(SOUTHLAKE BOULEVARD)TOWER BOULEV A R D S H E E T N U M B E R B A N N I S T E R 240 North Mitchell Road Mansfield, TX 76063 817.842.2094 817.842.2095 fax REGISTRATION # F-10599 (TEXAS) B E N C H M A R K S R ( @ l e a s t 4 8 h o u r s p r i o r t o d i g g i n g ) USPI ALL STAR MOB EAST SOUTHLAKE BLVD AND TOWER BLVD SOUTHLAKE, TEXAS E N G I N E E R I N G C I T Y C A S E N U M B E R Z A 2 0 - 0 0 2 7 L - 1 . 1 TREE CONSERVATION PLAN P R E L I M I N A R Y F O R R E V I E W O N L Y T h e s e d o c u m e n t s a r e f o r D e s i g n R e v i e w a n d n o t i n t e n d e d f o r C o n s t r u c t i o n , B i d d i n g o r P e r m i t P u r p o s e s . T h e y w e r e p r e p a r e d b y , o r u n d e r t h e s u p e r v i s i o n o f : D r e w J . D u b o c q L . A . # 3 1 4 1 0 5 / 0 4 / 2 0 2 0 N ( I N F E E T ) G R A P H I C S C A L E 1 i n c h = 3 0 f t . 3 0 1 5 3 0 6 0 0 EXISTING T R E E C O V E R : TREE NO T E S : TREE PR O T E C T I O N A N D R E M O V A L : TREE FLA G G I N G : R O O T P R U N I N G : P R O T E C T I V E F E N C I N G : U T I L I T Y C O N F L I C T S : 4'NOTES:1.2.ROOT PRUNING METHOD: 2 MONTHS MIN. PRIOR TO EXCAVATION &CONSTRUCTION ACTIVITIES, HAND CUT ROOTS BY DIGGING A 18"-24" DEEPx 8" WIDE TRENCH ALONG THE OUTSIDE PERIMETER OF EXISTING TREE(S)ADJACENT TO CONSTRUCTION AREAS. MAXIMIZE PRUNING TRENCHDISTANCE FROM TRUNK TO THE FULLEST EXTENT POSSIBLE, W/ THE ROOTPRUNING LINE PLACED @ THE EDGE OF CONSTRUCTION LIMITS.PERFORM ROOT PRUNING ON ALL EXISTING TREES TO REMAIN WHERECONSTRUCTION ACTIVITY FALLS WITHIN DRIP LINE OF EXISTING TREES.5687 4 3 2 1ROOT PRUNING TRENCH 12"OUTSIDE FENCE - SEE NOTES.EXISTING GRADE TO REMAIN.8 7 4' MIN. HEIGHT ORANGE PLASTIC FENCINGINSTALLED PER MANF.RECOMMENDATIONS (TYP). SUPPLEMENTW/ SILT FENCE FABRIC @ PRUNINGTRENCH AS REQ'D.CONTINUOUS NYLON TIE STRINGTIED TO STAKE TOPS W/ 2' TUNDRAWEIGHT ORANGE STREAMERS @ 3'O.C.EXISTING TREE(S) TO REMAIN.DRIPLINE OF EXISTING TREE (TYP)8' METAL T-STAKES: 8' O.C. MIN.,DRIVEN 2' INTO GROUND AT (OROUTSIDE) TREE DRIPLINE5 34 2 1TREE PROTECTION DETAIL NOT TO SCALEA EXISTING GRADE TO BE DISTURBED.6 P L A N T _ S C H E D U L E XFMR V A N V A N 17 14 04 07 15 09 + 06 ADA 23,569 GSF TWO STORY ASC / MOB 100 PARKING SPACES 24 04 TYP 9' - 0" T Y P 18 ' - 0 " EX I S T I N G Z O N I N G : A S L. U . D . - M E D I U M D E N S I T Y RE S I D E N T I A L EXISTING ZONING: S-P-1 L.U.D. - RETAIL COMMERCIAL EXISTING ZONING: AG L.U.D. - OFFICE COMMERCIAL EX I S T I N G Z O N I N G : A G L. U . D . - M E D I U M D E N S I T Y R E S I D E N T I A L EX I S T I N G Z O N I N G : A G L. U . D . - M E D I U M D E N S I T Y R E S I D E N T I A L T O W E R B O U L E V A R D 6 0 ' R I G H T O F W A Y ZE N A R U C K E R R O A D VA R I A B L E W I D T H R I G H T O F W A Y D E D I C A T I O N F. M . H I G H W A Y N O . 1 7 0 9 ( S O U T H L A K E B O U L E V A R D ) VA R I A B L E W I D T H R I G H T O F W A Y E N T R Y D R I V E 'A ' 8' SCREEN WALL MATCHING THE PRINCIPAL BUILDING WITH SOLID METAL GATES. DUMPSTER AND GENERATOR ENCLOSURE T Y P . A S P H A L T D R I V E W A Y S 1 2 ° 2 5 ' 3 6 "E 4 0 7 .1 4 ' N 8 8 ° 4 5 ' 4 1 "E 2 4 1 .7 4 ' N02° 16' 33"W 294.91' N8 7 ° 4 4 ' 1 4 " E 1 9 6 . 0 6 ' S 1 2 ° 2 5 ' 3 7 "E 1 2 9 .1 3 ' N 7 7 ° 3 5 ' 1 3 " E 9 6 . 1 4 ' S 1 2 ° 2 5 ' 3 6 "E 1 0 0 .8 7 'S00° 45' 01"E 281.14' S 4 3 4 2 ' 2 9 " W 7 1 . 3 8 ' S8 8 ° 0 9 ' 5 8 " W 1 4 1 . 2 5 ' N02° 16' 33"W 538.05' 5 ' L A N D S C A P E T Y P E A B U F F E R Y A R D 50 ' B U I L D I N G S E T B A C K 3 0 ' B U I L D I N G S E T B A C K 15' BUILDING SETBACK 20 ' L A N S C A P E T Y P E O B U F F E R Y A R D 10' LANSCAPE TYPE A BUFFER YARD R 3 0 ' R 30' R 3 0 ' F F FF F F F F F F F 50' - 2 5/8"449' - 8 1/8"18' - 3 3/4"190' - 9 7/8"123' - 8 7/8" 1 3 3 ' - 0 3 / 4 " 8 6 ' - 8 3 / 8 " 1 6 2 ' - 1 0 3 / 4 " 7 6 ' - 9 1 / 8 " 2.06 ACRES R 5 4 ' R 30' R 3 0 ' 46,735 GSF TWO STORY MEDICAL OFFICE BUILDING 245 PARKING SPACES 46 22 35 3635 41 18 5' TYP CONCRETE SIDEWALK 5' - 0 " 5' - 0 " 24 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 8' - 0" 5' - 0" 12 R 5 4 ' EXISTING FIRE HYDRANT CONNECT TO EXISTING 6" LATERAL FOR FIRE SERVICE. INSTALL ±150 LF 6" PIPE FOR SERVICE. CITY APPROVED BACKFLOW PREVENTION IN VAULT. 291' - 4 3/4" EXISTING ZONING S-P-1 PROPOSED ZONING S-P-1 LAND USE DESIGNATION OFFICE COMMERCIAL WITH T-1 & T-2 OVERLAYS GROSS ACREAGE 6.04 AC NET ACREAGE 5.75 AC GROSS ACREAGE - RIGHT OF WAY .29 AC NUMBER OF PROPOSED LOTS 2 PERCENTAGE OF SITE COVERAGE 42,267 SF (18%) AREA OF OPEN SPACE 68,829 SF PERCENTAGE OF OPEN SPACE 27% AREA OF IMPERVIOUS COVERAGE 184,772 SF PERCENTAGE OF IMPERVIOUS COVERAGE 73% PROPOSED BUILDING AREA (FOOT PRINT IN SQ. FT.)41,718 SF NUMBER OF STORIES 2 MAXIMUM BUILDING HEIGHT 38'0" PROPOSED FLOOR AREA 71,319 GSF PROPOSED FLOOR AREA BY USE 71,319 GSF REQUIRED PARKING 345 SPACES PROVIDED PARKING 345 SPACES STANDARD 332 SPACES HANDICAP 13 SPACES TOTAL 345 SPACES REQUIRED LOADING SPACES NONE PROVIDED LOADING SPACES 0 SPACES AREA OF OUTSIDED STORAGE NONE PERCENTAGE OF OUTSIDE STORAGE NONE TOWER PLAZE SITE SITE DATA SUMMARY FLOOR LEVEL GSF SUMMARY (C-3) FIRST FLOOR 25,540 GSF SECOND FLOOR 21,195 GSF TOTAL PROVIDED 46,735 GSF PARKING SPACE SUMMARY (ASSUME 41,293 NET FLOOR AREA) REQUIRED PARKING (SEC.35.8(b)(6)(d) 8 SPACES / FIRST 1,000 NSF 8 SPACES 1 SPACE / 150 NSF (30,854 NSF MEDICAL OFFICE)206 SPACES 1 SPACE / 300 NSF OTHER (9,439 NSF LAB, PHARMACY, MEDICAL IMAGING) 32 SPACES TOTAL 246 REQUIRED PROVIDED PARKING 245 PROVIDED HANDICAPPED PARKING SUMMARY REQUIRED PARKING (SEC.35.7) MIN. 7 HC SPACES REQUIRED (151-200) PROVIDED 7 HC SPACES (PROVIDED MIN. 1 VAN ACCESSIBLE PER EACH 8 HC SPACES BUILDING 1 MEDICAL OFFICE BUILDING - 2 STORY (EXISTING) FLOOR LEVEL GSF SUMMARY (C-3) FIRST FLOOR 8,601 GSF SECOND FLOOR 15,508 GSF TOTAL PROVIDED 23,569 GSF PARKING SPACE SUMMARY (ASSUME 22,902 S.F. NET FLOOR AREA) REQUIRED PARKING (SEC.35.8(b)(6)(d) 8 SPACES / FIRST 1,000 NSF 8 SPACES 1 SPACE / 150 NSF (4,471.73 NSF MEDICAL OFFICE (OUT OF 5,471.73 NSF) 30 SPACES 1 SPACE / 300 NSF DAY SURGERY CENTER (17,431.25 NSF OUTPATIENT SERVICES)59 SPACES TOTAL 97 REQUIRED PROVIDED PARKING 100 PROVIDED HANDICAPPED PARKING SUMMARY REQUIRED PARKING (SEC.35.7) MIN. 5 HC SPACES REQUIRED (100-150) PROVIDED 6 HC SPACES (PROVIDED MIN. 1 VAN ACCESSIBLE PER EACH 6 HC SPACES) BUILDING 2 MEDICAL OFFICE BUILDING - 2 STORY REQUIRED PARKING MEDICAL OFFICE BUILDING 1 246 SPACES MEDICAL OFFICE BUILDING 2 97 SPACES TOTAL REQUIRED 343 SPACES PROVIDED PARKING MEDICAL OFFICE BUILDING 1 245 SPACES MEDICAL OFFICE BUILDING 2 100 SPACES TOTAL PROVIDED 345 SPACES PARKING SUMMARY PARKING SPACE SUMMARY LEGAL LAND DESCRIPTION BEING 6.038 ACRES OR (263,033 SQUARE FEET OF LAND IN THE OBEDIAH W KNIGHT SURVEY, ABSTRACT NO. 899 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS SAID 6.038 ACRES OR 263,033 SQUARE FEET) OF LAND BEING PORTION OF THAT CERTAIN TRACT OF LAND DESCRIBED IN A SPECIAL WARRANT DEED TO TOWER ROAD REAL ESTATE, LLC (HEREINAFTER REFERRED TO AS WEATHERFORD LOAN COMPANY TRACT), AS RECORDED IN INSTRUMENT NUMBER D213177040, DEED RECORDS, TARRANT COUNTY, TEXAS (D.R.T.C.T.); SAID 6.038 ACRES OR (263,033 SQUARE FEET) OF LAND BEING MORE PARTICULAR DESCRIBED, BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A FIVE-EIGHTS INCH ROD WITH PLASTIC CAMP STAMPED 'RPLS 4838' FOUND IN THE WEST LINE OF SAID TOWER ROAD REAL ESTATE, LLC TRACT, SAME BEING THE SOUTHWEST CORNER OF THAT CERTAIN RIGHT-OF- WAY DEDICATION F.M. HIGHWAY NO. 1709 ALSO KNOW AS SOUTHLAKE BOULEVARD (VARIABLE WIDTH RIGHT-OF-WAY), AS RECORDED IN INSTRUMENT NUMBER D214263637, D.R.T.C.T., SAME BEING THE EAST LINE OF THAT CERTAIN TRACT OF LAND DESCRIBED IN A CORRECTION WARRANTY DEED TO WILLIAM M. RUCKER AND ZENA RUCKER (HEREINAFTER REFERRED TO AS RICKER TRACT), AS RECORDED IN INSTRUMENT NUMBER D205046158, D.R.T.C.T.; THENCE N 88 DEGRESS 45 MINUTES 41 SECONDS EAST WITH THE COMMON LINE BETWEEN THE REMAINDER OF SAID TOWER ROAD REAL ESTATE, LLC TRACT AND THE EXISTING SOUTH RIGHT-OF-WAY LINE OF F.M. HIGHWAY NO.1709 WITH THE EXISTING WEST RIGHT -OF-WAY LINE OF TOWER BOULEVARD (60' RIGHT-OF-WAY), AS RECORDED IN INSTRUMENT NUMBER D214243249, PLAT RECORDS, TARRANT COUNTY, TEXAS; THENCE SOUTH 12 DEGREES 25 MINUTES 39 SECONDS EAST WITH THE COMMON LINE BETWEEN SAID WEATHERFORD LOAN COMPANY TRACT AND THE EXISTING WESTRIGHT-OF-WAY LINE OF SAID TOWER BOULEVARD, A DISTANCE OF 508.01 FEET TO AN 'X' CUT FOUND IN THE CONCRETE PAVEMENT; THENCE SOUTH 00 DEGREES 45 MINUTES 01 SECOND EAST CONTINUE WITH THE COMMON LINE BETWEEN SAID TOWER ROAD REAL ESTATE, LLC TRACT AND THE EXISTING WEST RIGHT-OF-WAY LINE OF SAID TOWER BOULEVARD, A DISTANCE OF 391 .15 FEET TO AN ALUMINUM CAP STAMPED 'RPLS 4873' FOUND FOR THE SOUTHWEST CORNER OF THE EXISTING RIGHT-OF-WAY OF SAID TOWER BOULEVARD, SME BEING THE NORTHEAST (HEREINAFTER REFERRED TO AS LANDLOCK TRACT), AS RECORDED IN INSTRUMENT NUMBER D213326294, D.R.T.C.T.; THENCE SOUTH 88 DEGREES 09 MINUTES 58 SECONDS WEST WITH THE COMMON LINE BETWEEN THE REMAINDER OF SAID TOWER ROAD REAL ESTATE, LLC TRACT AND SAID LANDLOCK TRACT, A DISTANCE OF 191.03 FEET TO AN ONE-HALF INCH IRON ROD WITH PLASTIC CAP FOUND FOR THE NORTHWEST CORNER OF SAID LANDLOCK TRACT, SAME BEING AN EASTERLY LINE OF THAT CERTAIN TRACT OF LAND DESCRIBED IN A WARRANTY DEED TO WILLIAMW. RUCKER AND ZENA RUCKER (HEREINAFTER REFERRED TO AS WILLIAM AND ZENA RUCKER TRACT), AS RECORDED IN INSTRUMENT NUMBER D205546160, D.R.T.C.T.; THENCE NORTH 00 DEGREES 57 MINUTES 40 SECONDS WEST WITH THE COMMON LINE BETWEEN SAID TOWER ROAD REAL ESTATE, LLC TRACT AND SAID WILLIAM AND ZENA RUCKER TRACT, A DISCTANCE OF 60.01 FEET TO A THREE-QUATERS INCH IRON ROD FOUND FOR THE NORHTEAT CRONER OF SAID WILLIAM AND ZENA RUCKER TRACT, SAME BEING AN INNER-ELL CORNER OF SAID TOWER ROAD REAL ESTATE, LLC TRACT; THENCE SOUTH 88 DEGREES 09 MINUTES 58 SECONDS WEST CONTINUE WITH THE COMMON LINE BETWEEN SAID TOWER ROAD REAL ESTATE, LLC TRACT AND SAID WILLIAM AND ZENA RUCKER TRACT; THENCE NORTH 02 DEGREES 16 MINUTES 33 SECONDS WEST WITH THE COMMON LINE BETWEEN SAID TOWER ROAD REAL ESTATE, LLC TRACT AND SAID RUCKER TRACT AND GENERALLY WITH FENCE LINE, A DISTANCE OF 832.96 FEET TO THE PLACE OF BEGINNING, AND CONTAINING A CALCULATED AREA OF 6.038 ACRES OR (263,033 SQUARE FEET) OF LAND. LAND LEGAL DESCRIPTION ZA15-139 1. ORDINANCE 557-A A. ALL BUILDING MEET OR EXCEED MIN. 80% EXTERIOR MASONRY CONSTRUCTION 2. ORDINANCE 480 A. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER SCREENING MATERIALS AND HEIGHT 3. PROPOSED SITE SIGNS WILL BE PROVIDED UNDER SEPARATE REVIEW PROCESS AND PERMITTING 4. PER ORDINANCE NO. 483 - SECTION 8.05 A. ALL SITE SCREENING ITEMS SHALL BE PROPERLY SCREENED WITH PROPER MATERIAL PER SEC. 39.6 B. SCREENING SHALL BE COMPLETED AT THE TIME OF INSTALLATION BY THE UTILITY COMPANY OR DEVELOPER. 5. NO EXTERIOR STORAGE IS TO BE PROVIDED ON SITE. 6. ALL SIDEWALKS ARE CONCRETE WITH BROOM FINISH. 7. ALL PARKING SPACES ARE '9-0" X 18'0". 8. ALL CROSSWALKS ARE STAMPED CONCRETE 9. PROPOSED SIDEWALK 10. ALL LIGHTING WILL COMPLY WITH LIGHTING ORDINANCE NO.693, AS AMENDED 11. ALL MECHANICAL, ELECTRICAL AND UTILITY RISERS WIL LBE SCREENED AND NOT VISIBLE SITE ITEMS & LEGEND SITE / BUILDING DEVELOPMENT ITEMS NOT FOR CONSTRUCTION DATE: EN V I R O N M E N T S © 2 0 1 7 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C BO S T O N | D A L L A S | N E W Y O R K | B U R L I N G T O N | P O R T L A N D e4 h a r c h i t e c t u r e . c o m t 8 1 7 . 2 2 6 . 1 9 1 7 50 1 E l m S t r e e t , S u i t e 5 0 0 , D a l l a s , T X 7 5 2 0 2 A R C H I T E C T U R E e4 h FO R H E A L T H 88 8 . 7 8 1 . 8 4 4 1 SHEET TITLE AND NUMBER: PROJECT NUMBER: SEAL: REV DESCRIPTION DATE SD-100 SITE PLAN 3019185 07/28/2020 90 5 E . S o u t h l a k e B l v d . So u t h l a k e , T e x a s US P I A l l S t a r M e d i c a l O f f i c e B u i l d i n g FOR REVIEW ONLY SD-100 SCALE: 1" = 40'-0"01 SITE PLAN - BWN ALL STAR MOB - BUILDING AREA ASC Area LEVEL 1 508 SF ASC Area LEVEL 1 1,704 SF ASC Area LEVEL 2 15,508 SF 17,720 SF MOB Area LEVEL 1 5,703 SF MOB Area LEVEL 1 65 SF MOB Area LEVEL 1 81 SF 5,849 SF ZA20-0027 7.0 5.0 4.0 3.0 2.0 A.0 B.0 C.0 D.0 5.13 5.14 5.17 5,470 SF TFO SUITE ENTRY 158 SF EMER ELEC 127 SF ELEC 108 SF MED GAS STAIR 01 ELEV 01 ELEV 02 STAIR 02 DUMPSTER GENERATOR DISCHARGE EXISTING FIRE HYDRANTPROPOSED REMOTE FIRE DEPARTMENT CONNECTION LOCATION 5.20 5.21 ELEC 429 SF GEN STOR IT / TELE 372 SF MECH / VAC FIRE RISER BOMA USF/RSF AMBULATORY SURGERY CENTER USF 17,266.57 SF RSF 17,400.02 SF MEDICAL OFFICE SUITE USF 5,492.96 SF RSF 5,535.42 SF TOTAL USF 22,759.53 SF RSF 22,935.44 SF NOT FOR CONSTRUCTION DATE: EN V I R O N M E N T S © 2 0 1 7 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C BO S T O N | D A L L A S | N E W Y O R K | B U R L I N G T O N | P O R T L A N D e4 h a r c h i t e c t u r e . c o m t 8 1 7 . 2 2 6 . 1 9 1 7 5 0 1 E l m S t r e e t , S u i t e 5 0 0 , D a l l a s , T X 7 5 2 0 2 A R C H I T E C T U R E e4 h FO R H E A L T H 88 8 . 7 8 1 . 8 4 4 1 SHEET TITLE AND NUMBER: PROJECT NUMBER: SEAL: REV DESCRIPTION DATE SD-101 FIRST FLOOR PLAN 3019185 07/28/2020 90 5 E . S o u t h l a k e B l v d . So u t h l a k e , T e x a s US P I A l l S t a r M e d i c a l O f f i c e B u i l d i n g FOR REVIEW ONLY SD-101 SCALE: 1/8" = 1'-0"01 LEVEL 1 ZA20-0027 ALL STAR MOB - BUILDING AREA ASC Area LEVEL 1 508 SF ASC Area LEVEL 1 1,704 SF ASC Area LEVEL 2 15,508 SF 17,720 SF MOB Area LEVEL 1 5,703 SF MOB Area LEVEL 1 65 SF MOB Area LEVEL 1 81 SF 5,849 SF 7.0 5.0 4.0 3.0 2.0 A.0 B.0 C.0 D.0 5.13 5.14 5.17 FAMILY WTG ELEV 02 ELEV 01 STAIR 01 PRE-OP 03 PRE-OP 04 PACU 09 STAIR 02 STAFF DRESS PUBLIC TLT STAFF LOUNGE PAT TLT STAFF DRESS NURSE STATION STAFF TLT 122 SF SOIL UTIL / LINEN PAT TLT NURSE STATION NOURISH MEDS 121 SF CLEAN UTIL / LINEN STAFF TLT SCOPE CLEAN 400 SF OPERATING ROOM 02 400 SF OPERATING ROOM 01 469 SF OPERATING ROOM 03470 SF OPERATING ROOM 04 STERILE CORR 301 SF EQUIP STOR ELEC CNTRL STATION ANES WORK PAT TLT DICT CONSULT SCOPE DECON MED REC BUS OFC ADMIN OFFICE JAN PRE-OP 02PRE-OP 01 PRE-OP 06 PRE-OP 05 PACU 10 CORR PACU 11 PACU 12 PACU 14 PACU 13 PACU 04 PACU 05 PACU 07PACU 01 PACU 03 PACU 08 ADMIT RECEPT 83 SF CLEAN STOR FUTURE OR EXPANSION AREA PUBLIC TLT 5.20 5.21 256 SF DECONTAM 377 SF STERILE PREP 272 SF STERILE STOR 444 SF SUB STERILE STOR 443 SF SUB STERILE STOR JAN NURSE OFFICE BUS OFC MGR STAFF TLT PACU 02 PACU 06 STAFF TLT IT BOMA USF/RSF AMBULATORY SURGERY CENTER USF 17,266.57 SF RSF 17,400.02 SF MEDICAL OFFICE SUITE USF 5,492.96 SF RSF 5,535.42 SF TOTAL USF 22,759.53 SF RSF 22,935.44 SF NOT FOR CONSTRUCTION DATE: EN V I R O N M E N T S © 2 0 1 7 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C BO S T O N | D A L L A S | N E W Y O R K | B U R L I N G T O N | P O R T L A N D e4 h a r c h i t e c t u r e . c o m t 8 1 7 . 2 2 6 . 1 9 1 7 5 0 1 E l m S t r e e t , S u i t e 5 0 0 , D a l l a s , T X 7 5 2 0 2 A R C H I T E C T U R E e4 h FO R H E A L T H 88 8 . 7 8 1 . 8 4 4 1 SHEET TITLE AND NUMBER: PROJECT NUMBER: SEAL: REV DESCRIPTION DATE SD-102 SECOND FLOOR PLAN 3019185 07/28/2020 90 5 E . S o u t h l a k e B l v d . So u t h l a k e , T e x a s US P I A l l S t a r M e d i c a l O f f i c e B u i l d i n g FOR REVIEW ONLY SD-102 SCALE: 1/8" = 1'-0"01 LEVEL 2 ZA20-0027 ALL STAR MOB - BUILDING AREA ASC Area LEVEL 1 508 SF ASC Area LEVEL 1 1,704 SF ASC Area LEVEL 2 15,508 SF 17,720 SF MOB Area LEVEL 1 5,703 SF MOB Area LEVEL 1 65 SF MOB Area LEVEL 1 81 SF 5,849 SF LEVEL 1 0" LEVEL 2 14' -0" TOP OF TOWER 38' -0" 7.05.04.03.02.0 5.13 ROOF 30' -0" TOP OF PARAPET 01 37' -0" 7/8" PORTLAND CEMENT STUCCO SYSTEM 01 BRICK MASONRY BRICK MASONRY CAST STONE CAP PREFINISHED METAL CANOPY SYSTEM CAST STONE ACCENT BAND EXTERIOR SIGNAGE PREDOMINANT PARAPET HEIGHT 7/8" PORTLAND CEMENT STUCCO SYSTEM 02 ROOFTOP MECHANICAL SCREEN WALL 7/8" PORTLAND CEMENT STUCCO SYSTEM 02 EXTERIOR SUN CONTROL DEVICES ALUMINUM COMPOSITE PANEL SYSTEM EXTERIOR SUN CONTROL DEVICES 32' - 4" LEVEL 1 0" LEVEL 2 14' -0" TOP OF TOWER 38' -0" A.0B.0C.0D.0 5.14 5.17 ROOF 30' -0" TOP OF PARAPET 01 37' -0" BRICK MASONRY CAST STONE CAP CAST STONE ACCENT BAND CAST STONE ACCENT BAND EXTERIOR ALUMINUM STOREFRONT SYSTEM EXTERIOR SIGNAGE PREDOMINANT PARAPET HEIGHT 32' - 4" ROOFTOP MECHANICAL SCREEN WALL 7/8" PORTLAND CEMENT STUCCO SYSTEM 02 TOP OF SCREENWALL 40' -8" 7/8" PORTLAND CEMENT STUCCO SYSTEM 01 BRICK MASONRY EXTERIOR SUN CONTROL DEVICES PREFINISHED METAL CANOPY SYSTEM ALUMINUM COMPOSITE PANEL SYSTEM EXTERIOR SUN CONTROL DEVICES EXTERIOR SUN CONTROL DEVICES 5.205.21 01 / S D -10 8 02/SD-107 02/SD-108 01 / S D -10 7 1/ S D -11 2 1/SD-113 1/ S D -11 5 1/SD-114 LEGEND METAL COMPOSITE WALL PANELS 7/8" PORTLAND CEMENT STUCCO SYSTEM 01 7/8" PORTLAND CEMENT STUCCO SYSTEM 02 CURTAIN WALL / STOREFRONT FRAMING, VISION GLASS CURTAIN WALL / STOREFRONT FRAMING, SPANDREL GLASS MASONRY BRICK CAST STONE BANDING BRICK LEDGE STEEL LINTEL STEEL SHELF ANGLE CONTROL JOINT EXTERIOR WINDOW TAG WALL OR BUILDING SECTION NOTE: NO MORE THAN 50% OF ANY FACADE IS COMPOSED OF REFLECTIVE GLASS CJ 00 A-000 SIM XX NOT FOR CONSTRUCTION DATE: EN V I R O N M E N T S © 2 0 1 7 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C BO S T O N | D A L L A S | N E W Y O R K | B U R L I N G T O N | P O R T L A N D e4 h a r c h i t e c t u r e . c o m t 8 1 7 . 2 2 6 . 1 9 1 7 5 0 1 E l m S t r e e t , S u i t e 5 0 0 , D a l l a s , T X 7 5 2 0 2 A R C H I T E C T U R E e4 h FO R H E A L T H 88 8 . 7 8 1 . 8 4 4 1 SHEET TITLE AND NUMBER: PROJECT NUMBER: SEAL: REV DESCRIPTION DATE SD-107 EXTERIOR ELEVATIONS 3019185 07/28/2020 90 5 E . S o u t h l a k e B l v d . So u t h l a k e , T e x a s US P I A l l S t a r M e d i c a l O f f i c e B u i l d i n g FOR REVIEW ONLY SD-107 SCALE: 1/8" = 1'-0"02 EAST ELEVATION SD-107 SCALE: 1/8" = 1'-0"01 NORTH ELEVATION KEY PLAN ZA20-0027 LEVEL 2 14' -0" TOP OF TOWER 38' -0" A.0 B.0 C.0 D.05.145.17 ROOF 30' -0" TOP OF PARAPET 01 37' -0" CAST STONE CAP EXTERIOR ALUMINUM STOREFRONT SYSTEM BRICK MASONRY CAST STONE CAP CAST STONE ACCENT BAND 7/8" PORTLAND CEMENT STUCCO SYSTEM 01 7/8" PORTLAND CEMENT STUCCO SYSTEM 01 32' - 4" PREDOMINANT PARAPET HEIGHT TOP OF SCREENWALL 40' -8" EXTERIOR SUN CONTROL DEVICES BRICK MASONRY ALUMINUM COMPOSITE PANEL SYSTEM 7/8" PORTLAND CEMENT STUCCO SYSTEM 02 5.205.21 LEVEL 1 0" LEVEL 2 14' -0" TOP OF TOWER 38' -0" 7.0 5.0 4.0 3.0 2.05.13 ROOF 30' -0" TOP OF PARAPET 01 37' -0" 7/8" PORTLAND CEMENT STUCCO SYSTEM 02 BRICK MASONRY CAST STONE ACCENT BAND CAST STONE CAP EXTERIOR ALUMINUM STOREFRONT SYSTEM CAST STONE CAP BRICK MASONRY PREDOMINANT PARAPET HEIGHT 7/8" PORTLAND CEMENT STUCCO SYSTEM 02 ROOFTOP MECHANICAL SCREEN WALL 31' - 4" EXTERIOR SUN CONTROL DEVICES EXTERIOR SUN CONTROL DEVICES ALUMINUM COMPOSITE PANEL SYSTEM EXTERIOR ALUMINUM STOREFRONT SYSTEM LEGEND METAL COMPOSITE WALL PANELS 7/8" PORTLAND CEMENT STUCCO SYSTEM 01 7/8" PORTLAND CEMENT STUCCO SYSTEM 02 CURTAIN WALL / STOREFRONT FRAMING, VISION GLASS CURTAIN WALL / STOREFRONT FRAMING, SPANDREL GLASS MASONRY BRICK CAST STONE BANDING BRICK LEDGE STEEL LINTEL STEEL SHELF ANGLE CONTROL JOINT EXTERIOR WINDOW TAG WALL OR BUILDING SECTION NOTE: NO MORE THAN 50% OF ANY FACADE IS COMPOSED OF REFLECTIVE GLASS CJ 00 A-000 SIM XX 01 / S D -10 8 02/SD-107 02/SD-108 01 / S D -10 7 1/ S D -11 2 1/SD-113 1/ S D -11 5 1/SD-114 NOT FOR CONSTRUCTION DATE: EN V I R O N M E N T S © 2 0 1 7 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C BO S T O N | D A L L A S | N E W Y O R K | B U R L I N G T O N | P O R T L A N D e4 h a r c h i t e c t u r e . c o m t 8 1 7 . 2 2 6 . 1 9 1 7 5 0 1 E l m S t r e e t , S u i t e 5 0 0 , D a l l a s , T X 7 5 2 0 2 A R C H I T E C T U R E e4 h FO R H E A L T H 88 8 . 7 8 1 . 8 4 4 1 SHEET TITLE AND NUMBER: PROJECT NUMBER: SEAL: REV DESCRIPTION DATE SD-108 EXTERIOR ELEVATIONS 3019185 07/28/2020 90 5 E . S o u t h l a k e B l v d . So u t h l a k e , T e x a s US P I A l l S t a r M e d i c a l O f f i c e B u i l d i n g FOR REVIEW ONLY SD-108 SCALE: 1/8" = 1'-0"01 SOUTH ELEVATION SD-108 SCALE: 1/8" = 1'-0"02 WEST ELEVATION KEY PLAN ZA20-0027 NOT FOR CONSTRUCTION DATE: EN V I R O N M E N T S © 2 0 1 7 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C BO S T O N | D A L L A S | N E W Y O R K | B U R L I N G T O N | P O R T L A N D e4 h a r c h i t e c t u r e . c o m t 8 1 7 . 2 2 6 . 1 9 1 7 5 0 1 E l m S t r e e t , S u i t e 5 0 0 , D a l l a s , T X 7 5 2 0 2 A R C H I T E C T U R E e4 h FO R H E A L T H 88 8 . 7 8 1 . 8 4 4 1 SHEET TITLE AND NUMBER: PROJECT NUMBER: SEAL: REV DESCRIPTION DATE SD-109 EXTERIOR PERSPECTIVES 3019185 07/28/2020 90 5 E . S o u t h l a k e B l v d . So u t h l a k e , T e x a s US P I A l l S t a r M e d i c a l O f f i c e B u i l d i n g FOR REVIEW ONLY EXTERIOR PERSPECTIVE EXTERIOR PERSPECTIVE EXTERIOR PERSPECTIVE EXTERIOR PERSPECTIVE ZA20-0027 NOT FOR CONSTRUCTION DATE: EN V I R O N M E N T S © 2 0 1 7 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C BO S T O N | D A L L A S | N E W Y O R K | B U R L I N G T O N | P O R T L A N D e4 h a r c h i t e c t u r e . c o m t 8 1 7 . 2 2 6 . 1 9 1 7 5 0 1 E l m S t r e e t , S u i t e 5 0 0 , D a l l a s , T X 7 5 2 0 2 A R C H I T E C T U R E e4 h FO R H E A L T H 88 8 . 7 8 1 . 8 4 4 1 SHEET TITLE AND NUMBER: PROJECT NUMBER: SEAL: REV DESCRIPTION DATE SD-110 EXTERIOR PERSPECTIVES 3019185 07/28/2020 90 5 E . S o u t h l a k e B l v d . So u t h l a k e , T e x a s US P I A l l S t a r M e d i c a l O f f i c e B u i l d i n g FOR REVIEW ONLY EXTERIOR PERSPECTIVE EXTERIOR PERSPECTIVE EXTERIOR PERSPECTIVE EXTERIOR PERSPECTIVE ZA20-0027 S C M H : 2 7 . 5 VA N B U I L D I N G 1 B ± 2 , 5 9 0 s f TWO-STOR Y O F F I C E B U I L D I N G FINISHED F L O O R E L E V A T I O N = 6 3 5 . 5 0 BUILDING 1A±6,375 sfTWO-STORYOFFICEBUILDINGFINISHED FLOORELEVATION = 635.50 CONCRETE P A V I N G C O N C R E T E P A V I N G C O N C R E T E P A V I N G C O N C R E T E S I D E W A L K 30' BUILDING LINE15' BUILDING LINE 50' BUILDING LINE SCMH: 27.5 S C M H : 2 7 . 5 S C M H : 2 7 . 5 S D M H : 2 7 . 5 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.1 0 . 1 0 . 2 0 . 2 0 . 3 0 . 4 0 . 4 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 4 0 . 3 0 . 3 0 . 2 0 . 1 0 . 1 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.1 0 . 1 0 . 2 0 . 3 0 . 5 0 . 6 0 . 7 0 . 8 0 . 8 0 . 8 0 . 7 0 . 8 0 . 8 0 . 7 0 . 6 0 . 5 0 . 4 0 . 3 0 . 2 0 . 1 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.1 0 . 2 0 . 3 0 . 5 0 . 6 0 . 8 0 . 9 1 . 0 1 . 1 1 . 1 1 . 1 1 . 1 1 . 1 1 . 0 0 . 8 0 . 7 0 . 5 0 . 4 0 . 2 0 . 1 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0 . 1 0 . 3 0 . 6 0 . 8 0 . 9 1 . 1 1 . 3 1 . 4 1 . 4 1 . 4 1 . 4 1 . 4 1 . 2 1 . 0 0 . 8 0 . 7 0 . 5 0 . 3 0 . 2 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0 . 0 0 . 0 0 . 3 0 . 8 1 . 1 1 . 4 1 . 7 1 . 9 2 . 1 2 . 1 2 . 0 1 . 8 1 . 5 1 . 2 1 . 0 0 . 8 0 . 5 0 . 3 0 . 2 0.00.00.00.00.00.00.00.00.00.00.00.0 1 . 3 1 . 7 2 . 2 2 . 7 2 . 9 2 . 9 2 . 8 2 . 3 1 . 8 1 . 4 1 . 1 0 . 8 0 . 5 0 . 3 0 . 2 0.00.00.00.00.00.00.00.00.00.00.00.0 1 . 4 2 . 1 2 . 6 3 . 1 3 . 2 3 . 2 3 . 2 2 . 8 2 . 1 1 . 5 1 . 1 0 . 8 0 . 5 0 . 3 0 . 2 0.00.00.00.00.00.00.00.00.00.10.20.1 1 . 3 1 . 9 2 . 6 3 . 1 3 . 1 3 . 1 2 . 7 2 . 0 1 . 4 1 . 0 0 . 7 0 . 4 0 . 2 0 . 1 0.00.00.00.00.00.00.10.00.00.20.30.30.00.00.0 0 . 0 0 . 0 0 . 0 0 . 0 1 . 5 2 . 2 2 . 9 3 . 3 3 . 3 3 . 2 3 . 3 2 . 9 2 . 2 1 . 5 1 . 1 0 . 8 0 . 5 0 . 3 0 . 1 0.00.00.00.00.00.10.10.10.00.40.50.60.70.80. 8 0 . 8 0 . 8 1 . 1 1 . 5 2 . 0 2 . 4 3 . 0 3 . 4 3 . 5 3 . 4 3 . 3 2 . 8 2 . 1 1 . 6 1 . 2 0 . 9 0 . 6 0 . 3 0 . 2 0 . 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 0.00.00.00.00.10.10.20.20.10.80.80.91.11.21. 4 1 . 5 1 . 6 1 . 9 2 . 1 2 . 3 2 . 6 2 . 8 3 . 1 3 . 1 3 . 0 2 . 8 2 . 4 1 . 8 1 . 4 1 . 1 0 . 9 0 . 5 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0.00.00.00.00.10.10.20.30.40.60.70.70.80.91.01.01.11.21.31.51.71. 9 2 . 0 2 . 1 2 . 2 2 . 4 2 . 6 2 . 7 2 . 7 2 . 7 2 . 5 2 . 3 2 . 2 1 . 9 1 . 6 1 . 3 1 . 0 0 . 8 0 . 5 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0.00.00.00.10.10.20.30.40.60.80.91.01.11.11.21.31.41.61.71.92.02. 3 2 . 4 2 . 6 2 . 6 2 . 8 2 . 8 2 . 8 2 . 6 2 . 5 2 . 2 2 . 0 1 . 8 1 . 6 1 . 4 1 . 1 0 . 9 0 . 7 0 . 5 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0.00.00.00.10.10.20.40.50.70.91.11.21.31.41.51.61.71.92.02.22.32 . 7 2 . 9 3 . 1 3 . 1 3 . 2 3 . 1 3 . 0 2 . 6 2 . 4 2 . 1 1 . 8 1 . 6 1 . 4 1 . 2 1 . 0 0 . 8 0 . 6 0 . 4 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0.00.00.00.10.10.30.40.60.91.11.31.61.81.91.92.02.02.02.22.42.52 . 7 3 . 0 3 . 6 3 . 9 3 . 5 3 . 0 2 . 7 2 . 5 2 . 2 1 . 9 1 . 6 1 . 4 1 . 2 1 . 0 0 . 8 0 . 7 0 . 5 0 . 4 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0.00.00.00.10.10.30.40.71.01.21.52.02.42.62.72.72.42.12.12.12.22 . 2 2 . 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0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0.00.00.00.00. 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 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 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 0.00.00.00.00. 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 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 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0.00.00.00.00. 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 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 . 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 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 . 0 0 . 0 0 . 0 0 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C a l l R ( @ l e a s t 4 8 h o u r s p r i o r t o d i g g i n g ) USPI ALL STAR MOB EAST SOUTHLAKE BLVD AND TOWER BLVD SOUTHLAKE, TEXAS E N G I N E E R I N G C I T Y C A S E N U M B E R Z A 2 0 - 0 0 2 7 N EWS015 6 0 3 0 SCALE: 1" = 3 0 ' SITE L I G H T I N G P H O T O M E T R I C P L A N 1SP1.0 L I G H T I N G N O T E S B Y S Y M B O L " " E X I S T I N G ' S C ' F I X T U R E T O R E M A I N . 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