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Item 6D - Plans
PROPERTY DESCRIPTION WHEREAS, TOWN SQUARE VENTURES LP, ACTING BY AND THROUGH THE UNDERSIGNED, IU IS DULY ATHORIZE AGENT IS THE SOLE OWNER OF ALL THAT CERTAIN LOT, TRACT OR PARCEL OF LAND SITUATED IN THE RICHARD EADS SURVEY ABSTRACT NO, 481 IN THE CITY OF SOU THLAKE, TARRANT COUNTY, 7EXAS, SAID PROPERTY BEING ALL OF LOT 4, BLOCK 5R OF SOURRAKE TOWN SQUARE, AN ADD/TION TO THE CITY OF SOUNT AKE, TARRANT COUNTY, TEXAS, (P. R T C T.) AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS BEGINNING AT AN X" CUT IN CONCRETE FOUND FOR THE SOUTHEAST CORNER OF SAID LOT 4 AND LYING AT THE INTERSECTION OF THE NORTH RIGHT-OF-WAY LINE OF EAST SOUTHLAKE BOULEVARD [FM 17091 (130' R.O.W.) AND THE WEST RIGHT OF -WAY LINE OF CENTRAL AVENUE (71'R. O. W.); THENCE ALONG SAID NORTH RIGHT OF WAY LINE OF EAST SOUTHLAKE BOULEVARD, N8855'18"W, FOR A DISTANCE OF 230.26 FEET TO A 5/8 INCH IRON ROD WITH CAP FOUND FOR CORNER, THENCE CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE OF EAST SOUTHLAKE BOULEVARD, N545476"W, FOR A DISTANCE OF 22983 FEET TO A 5/8 INCH IRON WTH CAP FOUND FOR THE SOUTHWEST CORNER OF SAID LOT 4, AND LYING AT THE INTERSECTION OF SAID NORTH RIGHT-OF-WAY LINE OF SOUTHLAKE BOULEVARD AND THE EAST RIGHT-OF-WAY LINE OF GRAND AVENUE (87' R. O. W.), THENCE ALONG SAID EAST RIGHT-OF-WAY LINE OF GRAND AVENUE, NORTH FOR A DISTANCE OF 3201 FEET TO A POINT FOR THE SOUTHWEST CORNER OF LOT 2, BLOCK 5R OF SAID SOUTHLAKE TOWN SQUARE PLAT' THENCE ALONG THE COMMON LINE BETWEEN SAID LOTS 4 AND 2, THE FOLLOWNG F/VE (5) COURSES AND DISTANCES: 5885471"E, FOR A DISTANCE OF 9539 FEET TO A 518 /NCH IRON ROD W7H CAP SET FOR CORNER,' NORTH, FOR A DISTANCE 70.35 FEET TO A PK NAIL SET FOR CORNER,' WEST FOR A DISTANCE OF 15.30 FEET TO A PK NAIL SET FOR CORNER,' NORTH, FOR DISTANCE OF 128.30 FEET TO A PK NAIL SET FOR CORNER,' WEST, FOR A DISTANCE OF 80.07 FEET TO A PK NAIL SET FOR CORNER ON SAID EAST RIGHT-OF-WAY LINE OF GRAND AVENUE, THENCE ALONG SAID EAST RIGHT-OF-WAY LINE OF GRAND AVENUE, NORTH, FOR A DISTANCE OF 39.96 FEET TO A POINT FOR THE SOUTHWEST CORNER OF LOT 1, BLOCK 5R OF SAID SOUTHLAKE TOWN SQUARE PLAT, THENCE ALONG THE COMMON LINE BETWEEN SAID LOTS 4 AND 1, THE FOLLOWNG FOUR (4) COURSES AND DISTANCES,' EAST, FOR A DISTANCE OF 80.28 FEET TO A X" CUT IN CONCRETE FOUND FOR CORNER; NORTH, FOR A DISTANCE OF 159.90 FEET TO A PK NAIL SET FOR CORNER,' EAST, FOR A DISTANCE OF 19.90 FEET TO A PK NAIL SET FOR CORNER,' NORTH, FOR A DISTANCE OF 40.70 FEET TO A PK NAIL SET FOR A CORNER ON THE SOUTH RIGHT-OF-WAY LINE OF MAIN STREET (85' R. 0. w), THENCE ALONG SAID SOUTH RIGHT-OF-WAY OF MAIN STREET, EAST, FOR DISTANCE OF 34.81 FEET TO A POINT FOR THE NORTHWEST CORNER OF LOT 5, BLOCK 51? OF SAID SOUTHLAKE TOWN SQUARE PLAT' THENCE ALONG THE COMMON LINE BETWEEN SAID LOTS 4 AND 5, THE FOLLOWNG THREE (3) COURSES AND DISTANCES, SOUTH, FOR A DISTANCE OF 7288 FEET TO A X" CUT IN CONCRETE SET CORNER,' EAST, FOR A DISTANCE OF 190.45 FEET TO A X" CUT IN CONCRETE SET FOR CORNER,' NORTH, FOR A DISTANCE OF 7288 FEET TO A "X" CUT IN CONCRETE FOR CORNER ON SAID SOUTH RIGHT-OF-WAY LINE OF MAIN 57REET; THENCE ALONG SAID SOUTH RIGHT OF WAY LINE OF MAIN STREET, EAST, FOR A DISTANCE OF 734.56 FEET TO A 'X" CUT IN CONCRETE FOUND FOR CORNER AND LYING AT THE INTERSEC770N OF SAID SOUTH RIGHT-OF-WAY LINE OF MAIN STREET AND SAID WEST RIGHT-OF-WAY LINE OF CENTRAL AVENUE, - THENCE ALONG SAID WEST RIGHT-OF-WAY LINE OF CENTRAL AVENUE, SOUTH, FOR A DISTANCE OF 477.52 FEET TO THE POINT OF BEGINNING. SAVE AND EXCEPT ALL OF LOT 3 BLOCK 5R OF SOUTHLAKE TOW) SQUARE, AN ADD/TION TO THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS, ACCORDING TO THE PLAT THEREOF RECORDED IN CABINET A, SLIDE 6888, PLAT RECORDS, TARRANT COUNTY, TEXAS CONTAINING A NET AREA OF 158,521 SQUARE FEET OR 3.6391 ACRES OF LAND, MORE OR LESS LOT 2R, BLOCK 4R7 SOU77ILAKE TOWN SQUARE CAB. A, SE 10950 PR. T.CT OWNER: TOWN SQUARE VENTURES, LP EXISTING ZONING OT -DOWNTOWN DISTRICT LAND USE TOWN CENTER MAIN STREET (85' RIGHT OF WAY) \ EXISTING ASPHALT PAU£MENT LOT 5, BLOCK 5R 44 PRUPOSEU BU/LB/NC FF=644.80 SOU THLAKE TOWN SQUARE START OF CONSTRUCTION CAB A, SL 6888 p PR, TCT W m WI N OWNER TOW) SQUARE 2 VENTURES LP �,n2 EX/ST/NG ZONING W DT -DOWNTOWN DISTRICT 3.6391 AC LAND USE TOWN CENTER 2.3% 10' MUNICIPAL URUTV EASEMENT CAB. A, SLIDE 6886 P.R TC T. LL Fn O � I PROPOSED \\ c\ `C SIDEWALK \ � EN7RANCE/ExiT pl � ENTRANCE/EXIT /2 PROPOSED �! ^"P'q" APE AREA 18=- --l8----- 14' STING 2-- STORY PARK/NG GARAGE LOT 4R, BLOCK 51? 158,521 SQUARE FEET OR 36391 ACRES OWNER: TOWN SQUARE VENTURES, LP EXISTING ZONING.' OT -DOWNTOWN DISTRICT LAND USE TOWN CENTER EXISnNG SIDEWALK, `I II ExrsnNc LANDSCAPE AR I Ex15nNC 5/OEWACK �I ,I 3 Q o P Z Ni W ¢_ EA x w � 35' NOTES' 1) NO SETBACKSOBUFFERYARDS REQUIRED BASED ON PROPERTY LOCATION WITHIN THE DOWNTOWN ZONING DISTR/CT. 2) NO WALLS, FENCES OR SCREENING DEVICES ARE PROPOSED. 3) NO BU/LD/NG LINES ARE REQUIRED BASED ON PROPERTY LOCAR WITHIN 7HE DOWNTOWN ZONING DISTR/CT. 4) PROPOSED PARK/NG ISLANDS TO BE LANDSCAPED PER C/TY OF SOUTHLAKE STANDARDS. BOUNDARY AND PROPERTY DESCRIPTION WERE OBTAINED FROM PLAT REVISION SHORING LOT AT BLOCK 5R SOURLAKE TOWN SQUARE AND ADDITION TO THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS" PREPARED BY SURVEYOR BROCKETTEIDA VIS/DRAKE, INC. IN MARCH 2015 0 10 20 40 (FEET) 1 inch = 20 1t LOT 1, BLOCK 22 SOUTHLAKE TOW) SQUARE CAB. A, SE 12463 P.R. T.CT OWNER.' CITY OF SOUTHLAKE EXIS77NG ZONING DT -DOWNTOWN DISTRICT LAND USE TOW) CENTER SITE DATA SUMMARY (LOT 4R, BLOCK SR) 44 PRUPOSEU BU/LB/NC FF=644.80 1.1111 START OF CONSTRUCTION TBD END OF CONSTRUCTION TBD W m WI S � ti� � ,ti i ENTRANCES Ir p3 TOWN CENTER USE RETAIL NUMBER OF PROPOSED LOTS x� GROSS ACERAGE 3.6391 AC PERCENTAGE OF SITE COVERAGE (BUILDING FOOTPRINT) 2.3% AREA OF OPEN SPACE PROPOSED SIDEWALK OPEN SPACE ASA PERCENTAGE PROPOSED �! ^"P'q" APE AREA 18=- --l8----- 14' STING 2-- STORY PARK/NG GARAGE LOT 4R, BLOCK 51? 158,521 SQUARE FEET OR 36391 ACRES OWNER: TOWN SQUARE VENTURES, LP EXISTING ZONING.' OT -DOWNTOWN DISTRICT LAND USE TOWN CENTER EXISnNG SIDEWALK, `I II ExrsnNc LANDSCAPE AR I Ex15nNC 5/OEWACK �I ,I 3 Q o P Z Ni W ¢_ EA x w � 35' NOTES' 1) NO SETBACKSOBUFFERYARDS REQUIRED BASED ON PROPERTY LOCATION WITHIN THE DOWNTOWN ZONING DISTR/CT. 2) NO WALLS, FENCES OR SCREENING DEVICES ARE PROPOSED. 3) NO BU/LD/NG LINES ARE REQUIRED BASED ON PROPERTY LOCAR WITHIN 7HE DOWNTOWN ZONING DISTR/CT. 4) PROPOSED PARK/NG ISLANDS TO BE LANDSCAPED PER C/TY OF SOUTHLAKE STANDARDS. BOUNDARY AND PROPERTY DESCRIPTION WERE OBTAINED FROM PLAT REVISION SHORING LOT AT BLOCK 5R SOURLAKE TOWN SQUARE AND ADDITION TO THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS" PREPARED BY SURVEYOR BROCKETTEIDA VIS/DRAKE, INC. IN MARCH 2015 0 10 20 40 (FEET) 1 inch = 20 1t LOT 1, BLOCK 22 SOUTHLAKE TOW) SQUARE CAB. A, SE 12463 P.R. T.CT OWNER.' CITY OF SOUTHLAKE EXIS77NG ZONING DT -DOWNTOWN DISTRICT LAND USE TOW) CENTER SITE DATA SUMMARY (LOT 4R, BLOCK SR) ANTICIPATED SCHEDULE OF DEVELOPMENT START OF CONSTRUCTION TBD END OF CONSTRUCTION TBD PROPERTY INFORMATION EXISITNG ZONING DT EXISTINGLU.D. TOWN CENTER USE RETAIL NUMBER OF PROPOSED LOTS 1 GROSS ACERAGE 3.6391 AC PERCENTAGE OF SITE COVERAGE (BUILDING FOOTPRINT) 2.3% AREA OF OPEN SPACE BA82SQFT OPEN SPACE ASA PERCENTAGE 14.8% OUTSI DE STORAGE AS A PERCENTAGE 0.0% MAXIMUM BUILDING HEIGHT 20 FT NUMBER OF STORIES 1 TOTAL BUILDING FOOTPRINT AREA 3,590 SCAT SQUARE FOOTAGE BY USE 3,380 SOFT (RETAIL) TOTAL FLOOR AREA 3,380 SOFT PARKING SPACES REQUIRED RETAI L(EX; 13,800 SQFT/200 SOFT) 69 (PRO P; 3,380 SQFT/200 SOFT) 17 -RETAIL TOTAL 86 PARKING SPACES PROVIDED - EXISTING' 330 (U H.C.) PROPOSED— -22 TOTAL 308 LOADING SPACES REQUIRED 0 IMPERVIOUS COVERAGE 135,613 SOFT IMPERVIOUSCOVER AGE ASA PERCENTAGE 85.5% cu uuwry i u r ur ew erww wns OBTAINED FROM WALKER CONSULTANTS, SOUTHIAKE TOWN SQUARE PARKING SUFFICIENCY ANALYSIS, DATED JULY 29, 2019. _PROPOSED PROJECT WILL ELIMINATE 22 EXISTING PARKING SPACES, AND ADD 1 HANDICAP PARKING SPACE. OF TEXII BFNIHMA BM/J: ��SE SP. "'..kq 11 Chisel mark set on the north edge a! ?:';S 11 the tap al curd of the dumpsfer • � area. Approximately 146 !t south of the center /rne of Main Street and, CLAYTON E. NOLAN 778 R Wesf o! the centerline al .. r 10r1'9�1b, Central Avenue os shown 131160 ,8,f f1 Eievonon= s4o m' ��3YOrygL E_??�' Chi mark set on the south edge �l . / of sidewalk near the northern parking 11 a cess driveway. Approximately 42 12���/9 ff south of the centerline a! Ma/n Street and 13T ft west of the enferllne o! Genual Avenue. Elevation=643.49' PROJECT L OCA TION VICINITY MAP NOr To —IE SITE PLAN LOT 4R, BLOCK 5R CITY OF SOULO AKE, TA RRANT COUNTY, TEXAS DATE OF PRL -PARA TION.- 11/26/2019 OWNER TOWN SCHAR� TURES, LP 2021 SPRING ROAD, SU/TE 200, OAK BROOK, R 60523 CIVIL ENGINEER RLG CONSULTING ENGINEERS INC. 12001 N. CENTRAL EXPRESSWAY, SUITE 300 DALLAS, TEXAS 75243 CONTACT' CLAYTON ALAN PHONE.' (214)739-8100 EMAIL cnol—WIgo—om LEGEND PROPOSED ASPHALT PAVEMENT WITH CONCRETE CURB PROPOSED CONCRETE SIDEWALK PAVEMENT PROPOSED CURB RLG CONSULTING ENGINEERS 12001 N. CENTRAL EXPRESSWAY #300 DALLAS. TX 75243 �® 5601 BRIDGE STREET #420 FORT WORTH, TX 76112 TBPE FIRM REG. F-493 CITY CASE NUMBER: ZA19-0077 SOUTHLAKE RETAIL LOT 4R, BLOCK 5R SOUTHLAKE TOWN SQUARE ADDITION MERRIMAN ANDERSON ARCHITECTS, INC. CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS REVIEW I DRAWN I DATE I FILE I NUMBER RLG I RLG 1 1220/19 1 1913 1 061 architects ma: m e r r I m a n a n d e r s o n arcM1itectureplanning in[er,or design OAWI5, TF1E%AST 302 314.Po7.1399 11I.9073138(FAiQ PLANNING + ZONING V ZQ aj LLJ:3 m >a Q W a� W W W UN � Z a8, a5 o lawns d N moo -2019109 iss 12/02/2019 srysPREUMINARY SITE PLAN CVln.00 PROPER TY DESCRIPTION WHEREAS, TOWN SQUARE VENTURES LP, ACTING BY AND THROUGH THE UNDERSIGNED, ITS DULY AUTHORIZED AGENT, IS THE SOLE OWNER OF ALL THAT CERTAIN LOT, TRACT OR PARCEL OF LAND SITUATED IN THE RICHARD EA DS SURVEY, ABSTRACT NO. 481 IN THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS, SAID PROPERTY BEING ALL OF LOT 4, BLOCK 5R OF SOUTHLAKE TOWN SQUARE, AN ADDITION TO THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS, (P.R. TC. T.) AND BEING MORE PARTICULARL Y DESCRIBED AS FOLLOWS.- BEGINNING A T AN "X" CUT IN CONCRETE FOUND FOR THE SOUTHEAST CORNER OF SAID LOT 4 AND L PING A T THE IN TERSEC TION OF THE NOR TH RIGH T— OF— WA Y LINE OF EA ST SOUTHLAKE BOULEVARD AFM 1709] (130' R. 0. W.) AND THE WEST RIGHT—OF— WA Y LINE OF CENTRAL A VENUE (71' R. 0. W.); THENCE ALONG SAID NORTH RIGHT—OF—WA Y LINE OF EAST SOUTHLAKE BOULEVARD, N8855'18"W, FOR A DISTANCE OF 230.26 FEET TO A 5/8 /NCH IRON ROD WITH CAP FOUND FOR CORNER; THENCE CON TINUING AL ONG SAID NOR TH RIGH T— OF— WA Y LINE OF EAST SOUTHLAKE BOULEVARD, N54 54'16 "W, FOR A DISTANCE OF 229.83 FEET TO A 5/8 /NCH IRON WITH CAP FOUND FOR THE SOUTHWEST CORNER OF SAID LOT 4, AND L PING A T THE INTERSECTION OF SAID NORTH RIGHT—OF—WA Y LINE OF SOUTHLAKE BOULEVARD AND THE EAST RIGHT—OF—WA Y LINE OF GRAND A VENUE (87' R. 0. W.); THENCE AL ONG SAID EAST RIGH T— OF— WA Y LINE OF GRAND A VENUE, NORTH FOR A DISTANCE OF 32 01 FEET TO A POINT FOR THE SOUTHWEST CORNER OF LOT 2, BLOCK 5R OF SAID SOUTHLAKE TOWN SQUARE PLA T,• THENCE ALONG THE COMMON LINE BETWEEN SAID LOTS 4 AND 2, THE FOLLOWING FIVE (5) COURSES AND DISTANCES: S88 54'21 "E, FOR A DISTANCE OF 95.39 FEET TO A 5/8 INCH IRON ROD WITH CAP SET FOR CORNER; NORTH, FOR A DISTANCE 70.35 FEET TO A PK NAIL SET FOR CORNER; WEST, FOR A DISTANCE OF 15.30 FEET TO A PK NAIL SET FOR CORNER; NORTH, FOR DISTANCE OF 128.30 FEET TO A PK NAIL SET FOR CORNER; WEST, FOR A DISTANCE OF 80.07 FEET TO A PK NAIL SET FOR CORNER ON SAID EAST RIGHT—OF— WA Y LINE OF GRAND A VENUE; THENCE AL ONG SAID EAST RIGH T— OF— WA Y LINE OF GRAND A VENUE, NORTH, FOR A DISTANCE OF 39.96 FEET TO A POINT FOR THE SOUTHWEST CORNER OF LOT 1, BLOCK 5R OF SAID SOUTHLAKE TOWN SQUARE PLA T,• THENCE ALONG THE COMMON LINE BETWEEN SAID LOTS 4 AND 1, THE FOLLOWING FOUR (4) COURSES AND DISTANCES; EAST, FOR A DISTANCE OF 80.28 FEET TO A "X" CUT IN CONCRETE FOUND FOR CORNER; NORTH, FOR A DISTANCE OF 159.90 FEET TO A PK NAIL SET FOR CORNER; EAST FOR A DISTANCE OF 19.90 FEET TO A PK NAIL SET FOR CORNER; NORTH, FOR A DISTANCE OF 40.10 FEET TO A PK NAIL SET FOR A CORNER ON THE SOUTH RIGHT—OF—WA Y LINE OF MAIN STREET (85' R. 0. W.); THENCE ALONG SAID SOUTH RIGHT—OF—WA Y OF MAIN STREET, EAST, FOR DISTANCE OF 34.81 FEET TO A POINT FOR THE NORTHWEST CORNER OF LOT 5, BLOCK 5R OF SAID SOUTHLAKE TOWN SQUARE PLAT, THENCE ALONG THE COMMON LINE BETWEEN SAID LOTS 4 AND 5, THE FOLLOWING THREE (3) COURSES AND DISTANCES; SOUTH, FOR A DISTANCE OF 72.88 FEET TO A "X" CUT IN CONCRETE SET CORNER; EAST FOR A DISTANCE OF 190.45 FEET TO A "X" CUT IN CONCRETE SET FOR CORNER; NORTH, FOR A DISTANCE OF 7288 FEET TO A "X" CUT IN CONCRETE FOR CORNER ON SAID SOUTH RIGHT—OF—WA Y LINE OF MAIN STREET; THENCE ALONG SAID SOUTH RIGHT—OF—WA Y LINE OF MAIN STREET, EAST, FOR A DISTANCE OF 134.56 FEET TO A "X" CUT IN CONCRETE FOUND FOR CORNER AND L PING A T THE INTERSECTION OF SAID SOUTH RIGHT—OF—WA Y LINE OF MAIN STREET AND SAID WEST RIGHT—OF— WA Y LINE OF CENTRAL A VENUE; THENCE ALONG SAID WEST RIGHT—OF—WA Y LINE OF CENTRAL AVENUE, SOUTH, FOR A DISTANCE OF 477.52 FEET TO THE POINT OF BEGINNING. SAVE AND EXCEPT ALL OF LOT 3, BLOCK 5R OF SOUTHLAKE TOWN SQUARE, AN ADDITION TO THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS, ACCORDING TO THE PL A T THEREOF RECORDED IN CABINET A, SLIDE 6888, PLA T RECORDS, TARRANT COUNTY, TEXAS. CONTAINING A NET AREA OF 158,521 SQUARE FEET OR 3.6391 ACRES OF LAND, MORE OR LESS. IL 66 0 N N h N90'00'00 "E 190.45' N LOT 2R, BLOCK 4R1 SOUTHLAKE TOWN SQUARE CAB. A, SL. 10950 P.R. TC. T OWNER: TOWN SQUARE VENTURES, LP EXISTING ZONING: DT—DOWNTOWN DISTRICT LAND USE- TOWN CENTER MAIN STREET (85 RIGHT OF WA Y) EX/STING ASPHAL T PA VEMENT N I I X, EXISTING SIDEWALK ,f PROPOSED �5�"X, SIDEWALK ° 70"'ELM Y� 9" ELM I N90'00'00 nE" 134.56' N90 *00'00'"W 190.45' 1 o wv 1 p I o PROPOSED SIDEWALK 0 W L— -- -----� 111 L ___I 10' MUNICIPAL UTILITY EASEMENT 1 CAB. A, SLIDE 6888 1 J P.R. TC. T. EXIS NG 06 ° FIRETHYDRAN1i FI -1 EXI� TING DUPSTE I ° 1 PROPOSED 1 iANDSCAPE AREA ° � I I I I I I I I I I I I I EXISTING ASF PA VEMEN 24' 1 1 EXISTING 2— STORY PARKING CARA GE I I I I I I LOT 4R, BLOCK 51'? I I 158,521 SQUARE FEET OR 3.6391 ACRES I I I I L J OWNER- TOWN SQUARE VENTURES, LP EXISTING ZONING: DT—DOWNTOWN DISTRICT LAND USE- TOWN CENTER 72 -ELMj I° rPo° 0 4' 9" OAK ° 31.7' 0 N, z Q PROPOSED HANDICAP PARKING SPACE 7" OAK PROPOSED HANDICA PARKING SIGN N N ° EXISTING LANDSCAPE AREA 7" oA 00 O O e° e 35' D I EXISTING SIDEWALK �I \V I� O P Q � �I � W �W Q� W 35' NO TES.- 1) NO SETBA CKS/BUFFER YARDS REQUIRED BASED ON PROPERTY L OCA TION WITHIN THE DOWNTOWN ZONING DISTRICT 2) NO WALLS, FENCES OR SCREENING DEVICES ARE PROPOSED. 3) NO BUILDING LINES ARE REQUIRED BASED ON PROPERTY L OCA TION WITHIN THE DOWNTOWN ZONING DISTRICT. 4) PROPOSED PARKING ISLANDS TO BE LANDSCAPED PER CITY OF SOUTHLAKE STANDARDS. BOUNDARY AND PROPERTY DESCRIPTION WERE OBTAINED FROM "PLAT REVISION SHOWING LOT 4R, BLOCK 5R SOUTHLAKE TOWN SQUARE AND ADDITION TO THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS" PREPARED BY SURVEYOR BROCKETTE/DA VIS/DRAKE, INC. IN MARCH 2015 0 10 20 40 (FEET) 1 inch = 20 ft. LOT 1, BLOCK 22 SOUTHLAKE TOWN SQUARE CAB. A, SL. 12463 P.R. TC. T OWNER: CITY OF SOUTHLAKE EXISTING ZONING: DT—DOWNTOWN DISTRICT LAND USE- TOWN CENTER SITE DATA SUMMARY (LOT 411, BLOCK 5R) ANTICIPATED SCHEDULE OF DEVELOPMENT 1 38.6' 1 END OF CONSTRUCTION TBD PROPERTY INFORMATION DALLAS, EX/SG SIDE ALK DT EXISTING L.U.D. ENTRANCE/EXIT #1 1 USE RETAIL PROPOSED i 1 e i ° ENTRANCE/EX/T,092 3.6391 AC PERCENTAGE OF SITE COVERAGE (BUILDING FOOTPRINT) SIDEWALK AREA OF OPEN SPACE 23,482 SQFT LOT 5, BLOCK 51? Opp 14.8% EXISTING 0.0% MAXIMUM BUILDING HEIGHT SOUTHLAKE TOWN SQUARE N NUMBER OF STORIES FIRE LANE TOTAL BUILDING FOOTPRI NT AREA 3,590 SQFT CAB. A, SL. 6888 O 3,380 SQFT (RETAIL) 261E 3,380 SQFT 91 4.4 PROPOSED BU/LD/NG P.R. TC. T RETAI L (EX; 13,800 SQFT/200 SQFT) 69 RETA I L (P RO P; 3,380 SQFT/200 SQFT) FF=644.80 ot OWNER: TOWN SQUARE QZ 86 �i - EXISTING* VENTURES, LP C PROPOSED** iQ i ZI gl 308 EXISTING ZONING: W I O DT—DOWNTOWN DISTRICT Q ,O 0 00 135,613 SQFT IMPERVIOUS COVERAGE AS A PERCENTAGE � WI LAND USE- TOWN CENTER O • � � 1 1 �I I ENIRA NCE/EXI T #3 OJ Z �I - 1Um N90 *00'00'"W 190.45' 1 o wv 1 p I o PROPOSED SIDEWALK 0 W L— -- -----� 111 L ___I 10' MUNICIPAL UTILITY EASEMENT 1 CAB. A, SLIDE 6888 1 J P.R. TC. T. EXIS NG 06 ° FIRETHYDRAN1i FI -1 EXI� TING DUPSTE I ° 1 PROPOSED 1 iANDSCAPE AREA ° � I I I I I I I I I I I I I EXISTING ASF PA VEMEN 24' 1 1 EXISTING 2— STORY PARKING CARA GE I I I I I I LOT 4R, BLOCK 51'? I I 158,521 SQUARE FEET OR 3.6391 ACRES I I I I L J OWNER- TOWN SQUARE VENTURES, LP EXISTING ZONING: DT—DOWNTOWN DISTRICT LAND USE- TOWN CENTER 72 -ELMj I° rPo° 0 4' 9" OAK ° 31.7' 0 N, z Q PROPOSED HANDICAP PARKING SPACE 7" OAK PROPOSED HANDICA PARKING SIGN N N ° EXISTING LANDSCAPE AREA 7" oA 00 O O e° e 35' D I EXISTING SIDEWALK �I \V I� O P Q � �I � W �W Q� W 35' NO TES.- 1) NO SETBA CKS/BUFFER YARDS REQUIRED BASED ON PROPERTY L OCA TION WITHIN THE DOWNTOWN ZONING DISTRICT 2) NO WALLS, FENCES OR SCREENING DEVICES ARE PROPOSED. 3) NO BUILDING LINES ARE REQUIRED BASED ON PROPERTY L OCA TION WITHIN THE DOWNTOWN ZONING DISTRICT. 4) PROPOSED PARKING ISLANDS TO BE LANDSCAPED PER CITY OF SOUTHLAKE STANDARDS. BOUNDARY AND PROPERTY DESCRIPTION WERE OBTAINED FROM "PLAT REVISION SHOWING LOT 4R, BLOCK 5R SOUTHLAKE TOWN SQUARE AND ADDITION TO THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS" PREPARED BY SURVEYOR BROCKETTE/DA VIS/DRAKE, INC. IN MARCH 2015 0 10 20 40 (FEET) 1 inch = 20 ft. LOT 1, BLOCK 22 SOUTHLAKE TOWN SQUARE CAB. A, SL. 12463 P.R. TC. T OWNER: CITY OF SOUTHLAKE EXISTING ZONING: DT—DOWNTOWN DISTRICT LAND USE- TOWN CENTER SITE DATA SUMMARY (LOT 411, BLOCK 5R) ANTICIPATED SCHEDULE OF DEVELOPMENT START OF CONSTRUCTION TBD I END OF CONSTRUCTION TBD PROPERTY INFORMATION DALLAS, EXISITNG ZONING DT EXISTING L.U.D. TOWN CENTER USE RETAIL NUMBER OF PROPOSED LOTS 1 GROSS ACERAGE 3.6391 AC PERCENTAGE OF SITE COVERAGE (BUILDING FOOTPRINT) 2.3% AREA OF OPEN SPACE 23,482 SQFT OPEN SPACE AS A PERCENTAGE 14.8% OUTSIDE STORAGE AS A PERCENTAGE 0.0% MAXIMUM BUILDING HEIGHT 20 FT NUMBER OF STORIES 1 TOTAL BUILDING FOOTPRI NT AREA 3,590 SQFT SQUARE FOOTAGE BY USE 3,380 SQFT (RETAIL) TOTAL FLOOR AREA 3,380 SQFT PARKING SPACES REQUIRED - RETAI L (EX; 13,800 SQFT/200 SQFT) 69 RETA I L (P RO P; 3,380 SQFT/200 SQFT) 17 TOTAL 86 PARKING SPACES PROVIDED - EXISTING* 330 (12 H.C.) PROPOSED** -22 TOTAL 308 LOADING SPACES REQUIRED 0 IMPERVIOUS COVERAGE 135,613 SQFT IMPERVIOUS COVERAGE AS A PERCENTAGE 85'5% *EXISTING BLOCK 5 PARKING PROVIDED QUANTITY OF 330 SPACES WAS OBTAINED FROM WALKER CONSULTANTS, SOUTHLAKE TOWN SQUARE PARKING SUFFICIENCY ANALYSIS, DATED JULY 29, 2019. **PROPOSED PROJECT WILL ELIMINATE 22 EXISTING PARKINGS PACES, AND ADD 1 HANDICAP PARKING SPACE. BENCHMARKS.• BM#1: Chisel mark set on the north edge of the top of curb of the dumpster area. Approximately 146 ft south of the center line of Main Street and, 178 ft West of the centerline of Central Avenue as shown. Elevation= 640.10' BM#2 Chisel mark set on the south edge of sidewalk near the northern parking lot access driveway. Approximately 42 ft south of the centerline of Main Street and 132 ft west of the centerline of Central Avenue. Elevation= 643.49' White Chapel Cemetery Pickering Park PROL/EC T L OCA TION VICINITY MAP NOT TO SCALE SITE PLAN LOT 4R, BLOCK 5R CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS DA TE OF PREPARA TION- 11/26/2019 OWNER TOWN SQUARE VENTURES, LP 2021 SPRING ROAD, SUITE 200, OAK BROOK, IL 60523 CIVIL ENGINEER RL G CONSUL TING ENGINEERS, INC. 12001 N. CENTRAL EXPRESSWA Y, SUITE 300, DALLAS, TEXAS 75243 CONTACT- CLA YTON NOLAN PHONE.- (214)739-8100 EMAIL: cnolonCgrlginc. com LEGEND PROPOSED ASPHALT PA VEMEN T WITH CONCRETE CURB PROPOSED CONCRETE SIDEWALK PA YEMEN T PROPOSED CURB RLG CONSULTING ENGINEERS L Qn� 12001 N. CENTRAL EXPRESSWAY #300 DALLAS, TX 75243 IN5601 BRIDGE STREET #420 FORT WORTH, TX 76112 TBPE FIRM REG. F-493 CITY CASE NUMBER: ZA19-0077 SOUTHLAKE RETAIL LOT 4R, BLOCK 5R SOUTHLAKE TOWN SQUARE ADDITION MERRIMAN ANDERSON ARCHITECTS, INC. CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS REVIEW DRAWN DATE FILE NUMBER RLG RLG 12120119 1913 061 architects tlp- m e r r i m a n d e r s o n architecture • planning interior design 300 N. FIELD ST. DALLAS, TEXAS 75202 214.987.1299 214.987.2138 (FAX) PLANNING + ZONING 02019 MERRIMAN ANDERSON / ARCHITECTS, INC. REVISIONS: 4- 4- 04 - 4-n) •� 0, 0 r X > N Q � a U0 PROJECT NUMBER: maa2019109 ISSUE DATE: 12/02/2019 SHEET NAME: PRELIMINARY SITE PLAN SHEET NUMBER: C7900 LOT 2R, BLOCK 4R1 SOUTHLAKE TOWN SQUARE CAB. A, SL. 10950 P.R. TC. T I I 1 b ./ lC 36Ir 545,01 C C 642.74 TC 643.57 s4 . 1 642.35G 42.70 r 644.76 644.80 � 1 644.73 aT_ 645 642. ?7 W 6 8 7 644.73 641.69 :z 64,.3 c 643.27 645.06 64 . 643 28 Q Q� x643.28 644.86 64J 05TC � 64 j 642520 6 � •i � 644.58 44 LOT 5, BLOCK 5R o 644.50 SOUTHLAKE TOWN SQUARE Q MA TCH EXISTING �� 642.52 CAB. A, SL. 6888 Zo GRADES 4 9 �� FF= 644.80 TC � P.R. T.C. T 1 v m 1 �� 6 41.4 G64233 6 64279 Tc 644.42 Q CJ j A2 642280 I \ 643.25643.63 647 T O I O 641.67 640.8101 �� 644.80 STEPS 1 1 64 .71 rc 641.71 64 rc 64.117- 642.05TC 644.75 643 9 641.37TC 640.87 640.87 TC I - - 64o33G 1 1 642 643 644 643.25TC 643.50TC 64q. ss o wv r j 642.750 643.000 CM1 owv 1 640.87fG RAMP W/ HANDRAILS 640.67 TC 1 1: 12 SLOPE MAX 642 60 640.19GL---- -MATCH EXISTING 10' MUNICIPAL UTILITY EASEMENT GRADES N 50E 641.72E PROPOSED 640. CAB. A, SLIDE 6888 - - - - - - - - CURB RAMP P.R. Fc. T. I 0o ° 64 64 1. 01 TC 64217TC 643.40TC 350 16e ° 640.51 G N 641.67G 642.9OG I° FI -16J9 54 a >I 640.87TC 642.04 TC BM,�fI o 640.37G 641.54G 643.70E TC ELEV. 640.10 1 ° 1 642.21fG e1 640.32E r 641.55E ° 642 08f MA TCH EXISTING - GRADES ' 64zC- I 6 1.32TC 647 79 TC 6 2 1 TC I 64 64 .870 641.300 87 639.43 ° X\ 639.35 / I 43 � 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 I I L J 642.146 2- STORY PARKING GA RA GE LOT 4R, BLOCK 5R 158,521 SQUARE FEET OR 3.6391 ACRES 41, I � i 645.3 7x 64xb 55. 745 .81 � 45.72T i 644. 730 645 45TC ! 644.970 x 645 41 x 645.86 644.99 TC 645- 57TC F!7 645.100 644.95 26 TC 64578TC 5 27G 645.31 G 645.05 ° d 645. 46 TC 64540C 645.27 1646.06 � 45 645.40 ° FR 64594TC 646.78 K\\\\ 645 645.80 y�. 645 86 645 440 I XXX 645.15 UL r 7P0 0 6- 17TW � D 646. 12 TOP 645.08 I x 5.98 I 644.98 x 27 w 646.06 TC \ 645 645 366 64616TC I \ I 645,636 I 644 I w Q 64627T 1c� � 645.76 0 643.45 x Q 6 s 643.55 ° V" 643.60 646.51E 6 6.59 TW � O oAi 643.50 646.48T 07B R C� 643.45 TC 642.950 643.50 TC 46. 643.000 6 2 643.45TC ' 64 .7 ° 646.67TC 642.95G 646.776 U 646 88 1642.95TC/G 46.87 4 r, 546546. s T OAK I646.8 TW I � J d 42. 44.8 -AP 646. 99TC '2.73 ° 646,.530 64 u7 P 3'5 647 22 47 77 6 647 77 -T ° 647.17 ro 646.87 47.J5 35' 0 10 20 40 (FEET) 1 inch = 20 ft. LEGEND 668 EXISTING CONTOUR LINE 668 PROPOSED CONTOUR LINE 667 45 TC EXISTING SPOT ELEVATION 666.950 667 55 x EXISTING SPOT ELEVATION x6763 CALCUL A TED SPOT ELEVA TION 668.20 TO PROPOSED SPOT ELEVA TION 667.7OG - - - - - - - LIMITS OF PAVEMENT SAWCUT ADA RAMP W/ HANORAIL S MAIN TREE T_ RLG CONSULTING ENGINEERS 111 1: 12 SLOPE MAX AX S, - 12001 N. CENTRAL EXPRESSWAY #300 DALLAS, TX 75243 - lu^� L Q2 4296 (85' RIGHT OF WA Y) TBPE FIRM REG. F-493 Q 64358T BENCHMARKS: CITY CASE NUMBER: ZA19-0077 O' 64313 644.55TW C�) SOUTHLAKE RETAIL II 643.63TC 644.66 TG 643.87BW * ; ' : *1N� 645 03TC 644.54G 642.3017'-C' / 643.13G 2- 50 64235 \ 644.56TC 41 644.49 TC --- - O 643.50 643 68 TC 644.060 MERRIMAN ANDERSON ARCHITECTS, INC. 644.61 TC �r N 643.53TC .53Tc 643230 644.09TC I 644.54G 5 , rr 643.030 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS of sidewalk near the northern parking 643 4 642,51 TC --' c43 04 6 .877-C 6 3 470 644.61 TC �, 644.66 TC 64249G 642. 73TC -- 644.180 REVIEW DRAWN DATE 642196 STEPS 42217C B NUMBER Street and 132 ft west of the / 64 64 4 .56 4.0 ELM y�b44.4 644 4. " ELM 645 2"SEL 643.26TC 644.78 6{14 5 644 RLGRLG 64 . 0 12/20/19 64326 642.82G 54282G 644.55 J STEP 644.68 I I 1 b ./ lC 36Ir 545,01 C C 642.74 TC 643.57 s4 . 1 642.35G 42.70 r 644.76 644.80 � 1 644.73 aT_ 645 642. ?7 W 6 8 7 644.73 641.69 :z 64,.3 c 643.27 645.06 64 . 643 28 Q Q� x643.28 644.86 64J 05TC � 64 j 642520 6 � •i � 644.58 44 LOT 5, BLOCK 5R o 644.50 SOUTHLAKE TOWN SQUARE Q MA TCH EXISTING �� 642.52 CAB. A, SL. 6888 Zo GRADES 4 9 �� FF= 644.80 TC � P.R. T.C. T 1 v m 1 �� 6 41.4 G64233 6 64279 Tc 644.42 Q CJ j A2 642280 I \ 643.25643.63 647 T O I O 641.67 640.8101 �� 644.80 STEPS 1 1 64 .71 rc 641.71 64 rc 64.117- 642.05TC 644.75 643 9 641.37TC 640.87 640.87 TC I - - 64o33G 1 1 642 643 644 643.25TC 643.50TC 64q. ss o wv r j 642.750 643.000 CM1 owv 1 640.87fG RAMP W/ HANDRAILS 640.67 TC 1 1: 12 SLOPE MAX 642 60 640.19GL---- -MATCH EXISTING 10' MUNICIPAL UTILITY EASEMENT GRADES N 50E 641.72E PROPOSED 640. CAB. A, SLIDE 6888 - - - - - - - - CURB RAMP P.R. Fc. T. I 0o ° 64 64 1. 01 TC 64217TC 643.40TC 350 16e ° 640.51 G N 641.67G 642.9OG I° FI -16J9 54 a >I 640.87TC 642.04 TC BM,�fI o 640.37G 641.54G 643.70E TC ELEV. 640.10 1 ° 1 642.21fG e1 640.32E r 641.55E ° 642 08f MA TCH EXISTING - GRADES ' 64zC- I 6 1.32TC 647 79 TC 6 2 1 TC I 64 64 .870 641.300 87 639.43 ° X\ 639.35 / I 43 � 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 I I L J 642.146 2- STORY PARKING GA RA GE LOT 4R, BLOCK 5R 158,521 SQUARE FEET OR 3.6391 ACRES 41, I � i 645.3 7x 64xb 55. 745 .81 � 45.72T i 644. 730 645 45TC ! 644.970 x 645 41 x 645.86 644.99 TC 645- 57TC F!7 645.100 644.95 26 TC 64578TC 5 27G 645.31 G 645.05 ° d 645. 46 TC 64540C 645.27 1646.06 � 45 645.40 ° FR 64594TC 646.78 K\\\\ 645 645.80 y�. 645 86 645 440 I XXX 645.15 UL r 7P0 0 6- 17TW � D 646. 12 TOP 645.08 I x 5.98 I 644.98 x 27 w 646.06 TC \ 645 645 366 64616TC I \ I 645,636 I 644 I w Q 64627T 1c� � 645.76 0 643.45 x Q 6 s 643.55 ° V" 643.60 646.51E 6 6.59 TW � O oAi 643.50 646.48T 07B R C� 643.45 TC 642.950 643.50 TC 46. 643.000 6 2 643.45TC ' 64 .7 ° 646.67TC 642.95G 646.776 U 646 88 1642.95TC/G 46.87 4 r, 546546. s T OAK I646.8 TW I � J d 42. 44.8 -AP 646. 99TC '2.73 ° 646,.530 64 u7 P 3'5 647 22 47 77 6 647 77 -T ° 647.17 ro 646.87 47.J5 35' 0 10 20 40 (FEET) 1 inch = 20 ft. LEGEND 668 EXISTING CONTOUR LINE 668 PROPOSED CONTOUR LINE 667 45 TC EXISTING SPOT ELEVATION 666.950 667 55 x EXISTING SPOT ELEVATION x6763 CALCUL A TED SPOT ELEVA TION 668.20 TO PROPOSED SPOT ELEVA TION 667.7OG - - - - - - - LIMITS OF PAVEMENT SAWCUT architects tlp- m e r r i m a n d e r s o n architecture • planning interior design 300 N. FIELD ST. DALLAS, TEXAS 75202 214.987.1299 214.987.2138 (FAX) PLANNING + ZONING 02019 MERRIMAN ANDERSON / ARCHITECTS, INC. REVISIONS: 4- 4- 04 -4-N •� 0, 0 c X _ F Q � a -4-S U0 PROJECT NUMBER: maa2019109 ISSUE DATE: 12/02/2019 SHEET NAME: PRELIMINARY GRADING PLAN SHEET NUMBER: C2oOO RLG CONSULTING ENGINEERS 12001 N. CENTRAL EXPRESSWAY #300 DALLAS, TX 75243 lu^� L Q2 5601 BRIDGE STREET #420 FORT WORTH, TX 76112 TBPE FIRM REG. F-493 BENCHMARKS: CITY CASE NUMBER: ZA19-0077 O' BENC SOUTHLAKE RETAIL II Chisel mark set on the north edge of the top of curb of the dumpster * ; ' : *1N� area. Approximately 146 ft south of `...:............ ................ ...'....�j CLAYTON E. NOLAN i the center line of Main Street and, 178 ft West of the centerline of LOT 4R, BLOCK 5R SOUTHLAKE TOWN SQUARE ADDITION .. .............. i � �+ Central Avenue as shown. MERRIMAN ANDERSON ARCHITECTS, INC. �• 1 3 1 1 6 p. •... � Elevation= 640.10' ;; �._ ©` ' Bh Chisel mark set on the south edge CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS of sidewalk near the northern parking lot access driveway. Approximately 42 ft south of the centerline of Main REVIEW DRAWN DATE FILE NUMBER Street and 132 ft west of the centerline of Central Avenue. RLGRLG 12/20/19 1913 061 Elevation= 643.49' architects tlp- m e r r i m a n d e r s o n architecture • planning interior design 300 N. FIELD ST. DALLAS, TEXAS 75202 214.987.1299 214.987.2138 (FAX) PLANNING + ZONING 02019 MERRIMAN ANDERSON / ARCHITECTS, INC. REVISIONS: 4- 4- 04 -4-N •� 0, 0 c X _ F Q � a -4-S U0 PROJECT NUMBER: maa2019109 ISSUE DATE: 12/02/2019 SHEET NAME: PRELIMINARY GRADING PLAN SHEET NUMBER: C2oOO 8"SS 8"W N 00 N N 60 8"W 8"W 8 EXIST/NG SANITARY SEWER MANHOLE PROP FL 8" IN (E) = 628.80 EXIST FL 8" IN (W) = 628.8± EXIST FL 8" OUT (N) = 628.7± .7 n 8"W c0 N "V / l l 8" SS 1 " WA TER N METER LOT 21?, BLOCK 4R1 SOUTHLAKE TOWN SQUARE CAB. A, SL. 10950 P.R. TC. T 8"W 8"W 8"W 8"W I MAIN S TREET0,Q,-Q1)Cr-nco -C;,;.RTy4RY I �� (85' RIGHT OF WA Y) SEWER MANHOLE PROP FL 8" IN (S) "I- 6,3 (85' PROP FL 8" OUT ( = 632.30 41 IN I X� F77 I I ^ o I I BFR I ''ELM a0 7,� g" ELM 1 " WTR 6" WTR CMF I Iji 645 Q I \ LOT 5, BLOCK 5R o �v SOUTHLAKE TOWN SQUARE CAB. A, SL. 6888 Z QI \ P.R. TC. TFF-644.80 �Q I ZV I Z 6R2 of \ \ IL41 I I I I I I I L 1\ 642 643 644 O wV I CM� o wv L---- ----- I I -- - 1 \ 10' MUNICIPAL UTILITY EASEMENT I CAB. A, SLIDE 6888 i P. R. T. C. T.?YD5Rq ---- _Q------ Fv \ T ---I 11111I I 1 -vi .... ..... -�/Z/ .......... I I [ F7 2— STORY I I PARKING GA RA GE I I I I I I I I I I I I I I I L J LOT 4R, BLOCK 5R 158,521 SQUARE FEET OR 3.6391 ACRES '00 72"HELM ° l ° CMF FR EXIST CURB INLET o 6srs VAULT TPD � D 6' I \ 9" OAK I I \ I 7"I OAK—_� I e° e 1 � a PBOO 11 35 35' BENCHMARKS.• BM#1: Chisel mark set on the north edge of the top of curb of the dumpster area. Approximately 146 ft south of the center line of Main Street and, 178 ft West of the centerline of Central Avenue as shown. Elevation= 640.10' BM#2 Chisel mark set on the south edge of sidewalk near the northern parking lot access driveway. Approximately 42 ft south of the centerline of Main Street and 132 ft west of the centerline of Central Avenue. Elevation= 643.49' 0 10 20 40 (FEET) 1 inch = 20 ft. LEGEND —668 EXISTING CONTOUR LINE 6s8 PROPOSED CONTOUR LINE LIMITS OF PA VEMENT SA WCUT EXISTING STORM SEWER 12"N EXISTING SANITARY SEWER LINE PROPOSED SANITARY SEWER LINE EXISTING WA TER LINE PROPOSED WATER LINE FLOW ARROW NOTE- • WA TER LINE WILL NEED TO BE CONSTRUCTED AND A CCEP TED BY THE CITY PRIOR TO FILING OF THE PLA T. • SANITARY SEWER IN EA SEMEN TS OR RIGHT -OF- WA Y SHALL BE CONSTRUCTED TO CITY STANDARDS. • PRI VA TE SANI TAR Y SEWER SER VICES NEED A PLUMBING PERMIT AND MUST BE INSPECTED BY BUILDING INSPECTIONS PRIOR TO BURIAL. RLG CONSULTING ENGINEERS L Q2 12001 N. CENTRAL EXPRESSWAY #300 DALLAS, TX 75243 lu^� 5601 BRIDGE STREET #420 FORT WORTH, TX 76112 TBPE FIRM REG. F-493 CITY CASE NUMBER: ZA19-0077 SOUTHLAKE RETAIL LOT 4R, BLOCK 5R SOUTHLAKE TOWN SQUARE ADDITION MERRIMAN ANDERSON ARCHITECTS, INC. CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS REVIEW DRAWN DATE FILE NUMBER RLG RLG 12/20/19 1913 061 architects tlp- m e r r i m a n d e r s o n architecture • planning interior design 300 N. FIELD ST. DALLAS, TEXAS 75202 214.987.1299 214.987.2138 (FAX) PLANNING + ZONING 0 zz Q � W � Z m Q W Q � � W W Z F- UN .Z Q— aft Q 02019 MERRIMAN ANDERSON / ARCHITECTS, INC. REVISIONS: 4- 4- 04 +- 4-N • a O, 0 r (D X N ~ N Q � _ a _ -4- -4- U0 PROJECT NUMBER: maa2019109 ISSUE DATE: 12/02/2019 SHEET NAME: PRELIMINARY DRAINAGE AND UTILITY PLAN SHEET NUMBER: C3900 N90'00'00 "E N N900000 "E 190.45' EXISTING ADA RAMP EXISTING PRI VA TE SIDEWALK L 0 T 5, BLOCK 5R I I I I I I I I SOUTHLAKE TOWN SQUARE FIRS LANE I CAB. A, SL. 6888 O P.R. FC. T m I I Zoe OWNER: TOWN SQUARE I VENTURES, LP Z EXISTING ZONING: W I Q) DT -DOWNTOWN DISTRICT LAND USE- TOWN CENTER N90'00'00'"W 190.45' I L_-_ 10' MUNICIPAL UTILITY EASEMENT CAB. A, SLIDE 6888 P.R. TC. T. LOT 2R, BLOCK 4R1 SOUTHLAKE TOWN SQUARE CAB. A, SL. 10950 P.R. TC. T OWNER: TOWN SQUARE VENTURES, LP EXISTING ZONING: DT -DOWNTOWN DISTRICT LAND USE- TOWN CENTER MAIN STREET (85 RIGHT OF WA Y) EX/STING ASPHAL T PA VEMENT I I I I I I I I EXISTING I I I I I I I I I I I I I I I FIRS LANE I I I � I I I I I Z I Z I the top of curb of the dumpster SOUTHLAKE RETAIL *Ii0 area. Approximately 146 ft south of X .. :........ ........ .........tj CLAYTON E. NOL / AN S the center line of Main Street and, 178 ft West of the centerline of LOT 4R, BLOCK 5R SOUTHLAKE TOWN SQUARE ADDITION ��C I til �Q�i Q ^moi U CU II0,4,�'<LCENS�'0.���i�� I m I I __I O w� p I O WV O I I I I rI I b I e I I I I I a 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 L J nonnnccn ni mi in L— 5 /UHY PARKING CARA GE EXISTING PUBLIC D EXISTING PUBLIC SIDEWALK I I LOT 4R, BLOCK 51'? 158,521 SQUARE FEET OR 3.6391 ACRES OWNER- TOWN SQUARE VENTURES, LP EXISTING ZONING: DT—DOWNTOWN DISTRICT LAND USE- TOWN CENTER BOUNDARY AND PROPERTY DESCRIPTION WERE OBTAINED FROM "PLAT REVISION SHOWING LOT 4R, BLOCK 51? SOUTHLAKE TOWN SQUARE AND ADDITION TO THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS" PREPARED BY SURVEYOR BROCKETTE/DA VIS/DRAKE, INC. IN MARCH 2015 LOT 1, BLOCK 22 SOUTHLAKE TOWN SQUARE CAB. A, SL. 12463 P.R. TC. T OWNER: CITY OF SOUTHLAKE EXISTING ZONING: DT -DOWNTOWN DISTRICT LAND USE- TOWN CENTER 0 10 20 40 (FEET) 1 inch = 20 ft. LEGEND PROPOSED CONCRETE SIDEWALK PA VEMENT PROPOSED CURB RLG CONSULTING ENGINEERS L Q2 12001 N. CENTRAL EXPRESSWAY #300 DALLAS, TX 75243 lu^� 5601 BRIDGE STREET #420 FORT WORTH, TX 76112 TBPE FIRM REG. F-493 architects tlp- m e r r i m a n d e r s o n architecture • planning interior design 300 N. FIELD ST. DALLAS, TEXAS 75202 214.987.1299 214.987.2138 (FAX) PLANNING + ZONING 0 Zz Q � W � Z m >I.. Q W Q � � W W Z F- UN .Z Q— CLQ 02019 MERRIMAN ANDERSON / ARCHITECTS, INC. REVISIONS: PROJECT NUMBER: maa2019109 4- 4- CN - 4-nl • a O, 6 as Q � -4— '- U0 ISSUE DATE: 12/02/2019 SHEET NAME: PEDESTRIAN ACCESS PLAN SHEET NUMBER: C4000 BENCHMARKS- CITY CASE NUMBER: ZA19-0077 . OF TON BENC �� II Chisel mark set on the north edge of the top of curb of the dumpster SOUTHLAKE RETAIL *Ii0 area. Approximately 146 ft south of X .. :........ ........ .........tj CLAYTON E. NOL / AN S the center line of Main Street and, 178 ft West of the centerline of LOT 4R, BLOCK 5R SOUTHLAKE TOWN SQUARE ADDITION .•.. --............................ Central Avenue as shown. 31160 �� oil Elevation= 640.10' MERRIMAN ANDERSON ARCHITECTS, INC. II0,4,�'<LCENS�'0.���i�� BM#2 Chisel mark set on the south edge CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS of sidewalk near the northern parking Approximately 42 lot access driveway. ft south of the centerline of Main REVIEW DRAWN DATE FILE NUMBER �2/2a/i J Street and 132 ft west of the centerline of Central Avenue. RLG RLG 12/20/19 1913 061 Elevation= 643.49' architects tlp- m e r r i m a n d e r s o n architecture • planning interior design 300 N. FIELD ST. DALLAS, TEXAS 75202 214.987.1299 214.987.2138 (FAX) PLANNING + ZONING 0 Zz Q � W � Z m >I.. Q W Q � � W W Z F- UN .Z Q— CLQ 02019 MERRIMAN ANDERSON / ARCHITECTS, INC. REVISIONS: PROJECT NUMBER: maa2019109 4- 4- CN - 4-nl • a O, 6 as Q � -4— '- U0 ISSUE DATE: 12/02/2019 SHEET NAME: PEDESTRIAN ACCESS PLAN SHEET NUMBER: C4000 LANDSCAPE NOTES 1. Contractor shall verify all existing and proposed site elements and notify Architect of any discrepancies. Survey data of existing conditions was supplied by others. 2. Contractor shall locate all existing underground utilities and notify Architect of any conflicts. Contractor shall exercise caution when working in the vicinity of underground utilities. 3. Contractor is responsible for obtaining all required landscape and irrigation permits. 4. Contractor to provide a minimum 2% slope away from all structures. 5. All planting beds and lawn areas to be separated by steel edging. No steel to be installed adjacent to sidewalks or curbs. 6. All landscape areas to be 100% irrigated with an underground automatic irrigation system and shall include rain and freeze sensors. 7. All lawn areas to be Solid Sod Bermudagrass, unless otherwise noted on the drawings. MAINTENANCE NOTES 1. The Owner, tenant and their agent, if any, shall be jointly and severally responsible for the maintenance of all landscape. 2. All landscape shall be maintained in a neat and orderly manner at all times. This shall include mowing, edging, pruning, fertilizing, watering, weeding and other such activities common to landscape maintenance. 3. All landscape areas shall be kept free of trash, litter, weeds and other such material or plants not part of this plan. 4. All plant material shall be maintained in a healthy and growing condition as is appropriate for the season of the year. 5. All plant material which dies shall be replaced with plant material of equal or better value. 6. Contractor shall provide separate bid proposal for one year's maintenance to begin after final acceptance. IRRIGATION REPAIR SPECIFICATIONS 1. Contractor shall perform site visit prior to bidding and construction, to review extent of existing irrigation system. 2. Contractor shall be responsible for verifying conditions of existing irrigation system. Contractor shall be responsible for maintaining the integrity of existing irrigation where possible, and if not, repair as needed, including but not limited to irrigation controller, meter, sleeving, etc. LAWN REPAIR NOTES 1. All lawn areas damaged during construction to be repaired with solid sod and raked free of debris. 2. Adjust damaged areas to achieve positive drainage away from buildings. Provide uniform rounding at top and bottom of slopes and other breaks in grade. Correct irregularities and areas where water may stand. 3. All areas to be repaired must be planted by hand to cover area completely. Insure edges of sod are touching. Top dress joints by hand with compost to fill voids. 4. Roll repaired areas to achieve a smooth, even surface, free from unnatural undulations. PLANT LIST TREES GENERAL LAWN NOTES 1. Fine grade areas to achieve final contours indicated on civil plans 2. Adjust contours to achieve positive drainage away from buildings. Provide uniform rounding at top and bottom of slopes and other breaks in grade. Correct irregularities and areas where water may stand. 3. All lawn areas to receive solid sod shall be left in a maximum of 1 " below final finish grade. Contractor to coordinate operations with on-site Construction Manager. 4. Imported topsoil shall be natural, friable soil from the region, known as bottom and soil, free from lumps, clay, toxic substances, roots, debris, vegetation, stones, containing no salt and black to brown in color. 5. All lawn areas to be fine graded, irrigation trenches completely settled, and finish grade approved by the Owner's Construction Manager or Architect prior to installation. 6. All rocks 3/4" diameter and larger, dirt clods, sticks, concrete spoils, etc. shall be removed prior to placing topsoil and any lawn installation 7. Contractor shall provide (1') one inch of imported topsoil on all areas to receive lawn. SOLID SOD NOTES 1. Fine grade areas to achieve final contours indicated. Leave areas to receive topsoil 3" below final desired grade in planting areas and 1"below final grade in turf areas. 2. Adjust contours to achieve positive drainage away from buildings. Provide uniform rounding at top and bottom of slopes and other breaks in grade. Correct irregularities and areas where water may stand. 3. All lawn areas to receive solid sod shall be left in a maximum of I" below final finish grade. Contractor to coordinate operations with on-site Construction Manager. 4. Contractor to coordinate with on-site Construction Manager for availability of existing topsoil. 5. Plant sod by hand to cover indicated area completely. Insure edges of sod are touching. Top dress joints by hand with topsoil to fill voids. 6. Roll grass areas to achieve a smooth, even surface, free from unnatural undulations. 7. Water sod thoroughly as sod operation progresses. 8. Contractor shall maintain all lawn areas until final acceptance. This shall include, but not limited to: mowing, watering, weeding, cultivating, cleaning and replacing dead or bare areas to keep plants in a vigorous, healthy condition. 9. Contractor shall guarantee establishment of an acceptable turf area and shall provide replacement from local supply if necessary. 10. If installation occurs between September 1 and March 1, all sod areas to be over -seeded with Winter Ryegrass, at a rate of (4) pounds per one thousand (1000) square feet. QTY. TYPE COMMON NAME BOTANICAL NAME SIZE REMARKS 2 CE Cedar Elm Ulmus crassifolia 4" cal. container grown, 15' ht., 5' spread min., 5' clear trunk SHRUBS QTY. TYPE COMMON NAME BOTANICAL NAME SIZE REMARKS 16 62 GROUNDCOVERS IH RY Indian Hawthorne Red Yucca Rapheolepsis indica Hesperaloe parvifolia 5 gal. 3 gal. container grown, 24" ht., 20" spread min., 36" o.c. container grown, 24" o.c. QTY. TYPE COMMON NAME BOTANICAL NAME SIZE REMARKS -- -- Common Bermudagrass Cynodon dactylon OAK solid sod, refer to notes NOTE: Plant list is an aid to bidders only. Contractor shall verify all quantities on plan. All heights and spreads are minimums. All plant material shall meet or exceed remarks as indicated. All trees to have straight trunks and be matching within varieties. 3 00 EXISTING TREE NOTES 1. Existing trees to remain shall be protected during construction from tree structure damage and compaction of soil under and around dripline (canopy) of tree. 2. If any root structure is damaged during adjacent excavation/construction, notify the Architect immediately. It is recommended that a licensed Arborist be secured for the treatment of any possible tree wounds. 3. No disturbance of the soil greater than 4" shall be located closer to the tree trunk than 1/2 the distance of the drip line to the tree trunk. A minimum of 75% of the drip line and root zone shall be preserved at natural grade. 4. Any fine grading done within the critical root zones of the protected trees must be done with light machinery such as a bobcat or light tractor. No earth moving equipment with tracks is allowed within the critical root zone of the trees. 5. Material Storage: No materials intended for use in construction or waste materials accumulated due to excavation or demolition shall be placed within the limits of the dripline of any tree. 6. Equipment Cleaning/Liquid Disposal: No equipment may be cleaned, toxic solutions, or other liquid chemicals shall be deposited within the limits of the dripline of a tree. This would include but not be limited to paint, oil, solvents, asphalt, concrete, mortar, primers, etc. 7. Tree Attachments: No signs, wires or other attachments, other than those of a protective nature shall be attached to any tree. 8. Vehicular Traffic: No vehicular and construction equipment traffic or parking is allowed within the limits of the dripline of trees. 9. Boring of Utilities: May be permitted under protected trees in certain circumstances. The minimum length of the bore shall be the width of the tree's canopy and shall be a minimum depth of forty-eight (48') inches. 10. Trenching: Any irrigation trenching which must be done within the critical root zone of a tree shall be dug by hand and enter the area in a radial manner. 11. Tree Flagging: All trees to be removed from the site shall be flagged by the Contractor with bright red vinyl tape (3" width) wrapped around the main trunk at a height of four (4) feet above grade. Flagging shall be approved by Landscape Architect prior to any tree removal. Contractor shall contact Landscape Architect with 72 hour notice to schedule on-site meeting. 12. Protective Fencing: All trees to remain, as noted on drawings, shall have protective fencing located at the tree's dripline. The protective fencing may be comprised of snow fencing, orange vinyl construction fencing, chain link fence or other similar fencing with a four (4) foot approximate height. The protective fencing will be located as indicated on the Tree Protection Detail(s). 13. Bark Protection: In situations where a tree remains in the immediate area of intended construction, the tree shall be protected by enclosing the entire circumference of the tree's trunk with lumber encircled with wire or other means that does not damage the tree. Refer to Tree Protection Detail(s). 14. Construction Pruning: In a case where a low hanging limb is broken during the course of construction, the Contractor shall notify the Landscape Architect immediately. In no instance shall the Contractor prune any portion of the damaged tree without the prior approval by the Landscape Architect. EXISTING TREE LEGEND EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED TREE PROTECTION FENCING TO REMAIN DURING CONSTRUCTION REFER TO 01/L1.00 TREE SURVEY FIELD DATA N0. DIA. INCHES SPECIES (COMMON NAME) REMARKS EXEMPTIONS 1 10 ELM TO REMAIN 2 9 ELM TO REMAIN 3 12 ELM TO REMAIN 4 14 OAK TO BE REMOVED BUILDING PAD 5 10 OAK TO BE REMOVED BUILDING PAD 6 13 OAK TO BE REMOVED BUILDING PAD 7 9 OAK TO REMAIN 8 7 OAK TO REMAIN 9 7 OAK TO REMAIN TOTAL REPLACEMENT INCHES REQUIRED: 0" Landscape PI an CITY CASE NUMBER: ZA19-0077 1 7If = Io,_off TRUE NORTH PLAN NORTH PLANNING + ZONING :�)\,p,NDSCgpFM. O�C CQ 2019 MERRIMAN ANDERSON / ARCHITECTS, INC. REVISIONS: PROJECT NUMBER: maa2079109 ISSUE DATE: 12/20/2019 SHEET NAME: LANDSCAPE PLAN SHEET NUMBER: 700 EXISTING LANDSCAPE TO REMAIN REPAIR I REPLACE DAMAGED AREAS AS NEEDED STING 14" OAK BE REMOVED �EXISTII II REMARKS 9" ELM I �TO REMAIN G i E�(ISTING EXISTING 12"ELM REMAIN J' Q� EXISTING EXISTING\\ 10" OAK 13" OAK TO BE REMOVED TO BE REMOVED \ \ I � e 1 BERMUDAGRASS SOLID SOD REFER TO NOTES Tpb" \ EXISTING B" OAK TO REMAIN I I �Y 13 Io - EXISTING LANDSCAPE { _ TO REMAIN, TYPICAL I0-- �o �p - EXISTING �LL BE, MUDAGRASSLAWN -. I0 TO REMAIN 0 I REPAIR/REPLACE DAMAGED AREAS AS NEEDED I I I EXISTING 7 OAK I TO REMAIN -----{a I 1 EXISTING THEE NOTES 1. Existing trees to remain shall be protected during construction from I— shucture damage and compaction ofsd under and around dripline (canopy) of tree. 2. Ifanymot stmclure is damaged during adjacent excevabon/wnsfmctlon, nobly the Architect immediately. It is recommended that a licensed Arborist be secured for the treahnent ofenypossible We wounds. 3. No disturbance ofthe soil greater than 46shall be located ckoerto the Use bunk than 172 the distance ofthe drip line to the tree hunk. Aminimum of 75%ofthe drip line and mot zone shall be preserved at natural grade. 4. Any fine grading done within the cifiwl mot zones of the protected trees must be done with light machinerysuch as a bobcat orlight tractor. No earth moving equipment with tracks is allowed within the critical motzone ofthe frees. 5. Material Storage: No materials intended for use in construction or waste materials accumulated due to excavation or demolition shall be placed within the limits of the dripline of any free. 6. Equipment Cleaning/liquid Disposal: No equipment maybe cleaned, toxic solutions, orotherliquid chemicals shall bedeposited within the limits of the ddpline of a tree. This would include but not be= to paint, oil, solvents, asphalt, concrete, mortar, primers, etc. 7. Tree Attachments: No signs, wires or other attachments, other then those of a protective nature shall be attached to any I- 8. Vehicular Traffic: No vehicular and construction equipment bale or parking is allowed within the limits of the dripline of trees. 9. Bonng of Ufilifies: May be permitted under protected trees in certain ctroumatences. The minimum length ofthe bore shall be the width of the tree's canopy and shall be a minimum depth of forty-eight (48' inches. 10. Trenching. Any irrigation trenching which must be done within the crifical roof zone of tree shall be dug by hand and enter the area in a radial manner. 11. tree Flagging. All bees to be removed from the site shall be flagged by the Contractor with bright red vinyl tape (3" width) wrapped around the main trunk at a height of four (41 feet above grade. Flagging shall be approved by Landscape Architect prior to any bee removal. Contractor shall contact Landscape Architect with 72 hour notice to schedule on-site meeting. 12. Protective Fencing: AM trees to remain, as noted on drawings, shall have protective fencing lowtedat the tree's dripline. The protective fencing maybe comprised ofenow fencing, orange vinyl construction fencing, chain link fence or other similar fencing with a four (4) foot approximate height. The pmtecfiw fencing will be located as indicated on the Tree Pmtectlon Detail(s). 13. Bark Protection: In situations where a tree remains in the immediate area of intended construction, the tree shall be protected by enclosing the entire ctrounderence ofthe tree's hunk with lumberencirded with wire orofher means that does'.t damage the tree. Refer to Tree Protection Detail(s). 14, Consbudon Pruning: In a one where a kw hanging limb is broken during the course ofconstruction, the Contractor shall nobly the Landscape Architect immediately. In no instance shall the Corbactorpmne any portion of the damaged tree without the prior approval by the Landscape Architect. /EXISS77N\G TREE LEGEND f . 1 EXISRNAI TREE / TO REMAIN REMARKS B EXISTING TREE 1 / C I•.. 'I 2 9 ELM TO REMAIN TREE PROTECTION FENCING TO REMAIN TO REMAIN DURING CONSTRUCTION 4 14 OAK REFER TO 01111.00 �. EXISTING Q TO BE REMOVED RMUDAGRASS LAWN . N TOBEREMOVED TO REMAIN \ TO REMAIN REPAIR/REPLACE 8 7 OAK TO REMAIN ,DAMAGEDAREAS 9 7 OAK TO REMAIN AS NEEDED EXISTING T OAK \ ' 70 REMAIN \ 9 `EXISTING AGREGGATE - .PARKING OVERHANG Q'TO REMAIN aip EXISTING THEE NOTES 1. Existing trees to remain shall be protected during construction from I— shucture damage and compaction ofsd under and around dripline (canopy) of tree. 2. Ifanymot stmclure is damaged during adjacent excevabon/wnsfmctlon, nobly the Architect immediately. It is recommended that a licensed Arborist be secured for the treahnent ofenypossible We wounds. 3. No disturbance ofthe soil greater than 46shall be located ckoerto the Use bunk than 172 the distance ofthe drip line to the tree hunk. Aminimum of 75%ofthe drip line and mot zone shall be preserved at natural grade. 4. Any fine grading done within the cifiwl mot zones of the protected trees must be done with light machinerysuch as a bobcat orlight tractor. No earth moving equipment with tracks is allowed within the critical motzone ofthe frees. 5. Material Storage: No materials intended for use in construction or waste materials accumulated due to excavation or demolition shall be placed within the limits of the dripline of any free. 6. Equipment Cleaning/liquid Disposal: No equipment maybe cleaned, toxic solutions, orotherliquid chemicals shall bedeposited within the limits of the ddpline of a tree. This would include but not be= to paint, oil, solvents, asphalt, concrete, mortar, primers, etc. 7. Tree Attachments: No signs, wires or other attachments, other then those of a protective nature shall be attached to any I- 8. Vehicular Traffic: No vehicular and construction equipment bale or parking is allowed within the limits of the dripline of trees. 9. Bonng of Ufilifies: May be permitted under protected trees in certain ctroumatences. The minimum length ofthe bore shall be the width of the tree's canopy and shall be a minimum depth of forty-eight (48' inches. 10. Trenching. Any irrigation trenching which must be done within the crifical roof zone of tree shall be dug by hand and enter the area in a radial manner. 11. tree Flagging. All bees to be removed from the site shall be flagged by the Contractor with bright red vinyl tape (3" width) wrapped around the main trunk at a height of four (41 feet above grade. Flagging shall be approved by Landscape Architect prior to any bee removal. Contractor shall contact Landscape Architect with 72 hour notice to schedule on-site meeting. 12. Protective Fencing: AM trees to remain, as noted on drawings, shall have protective fencing lowtedat the tree's dripline. The protective fencing maybe comprised ofenow fencing, orange vinyl construction fencing, chain link fence or other similar fencing with a four (4) foot approximate height. The pmtecfiw fencing will be located as indicated on the Tree Pmtectlon Detail(s). 13. Bark Protection: In situations where a tree remains in the immediate area of intended construction, the tree shall be protected by enclosing the entire ctrounderence ofthe tree's hunk with lumberencirded with wire orofher means that does'.t damage the tree. Refer to Tree Protection Detail(s). 14, Consbudon Pruning: In a one where a kw hanging limb is broken during the course ofconstruction, the Contractor shall nobly the Landscape Architect immediately. In no instance shall the Corbactorpmne any portion of the damaged tree without the prior approval by the Landscape Architect. /EXISS77N\G TREE LEGEND f . 1 EXISRNAI TREE / TO REMAIN To= C11lal/CV CIC/ n (IATA N0. DIA. SPECIES INCHES (COMMONNAME) REMARKS / EXISTING TREE 1 / TO BE REMOVED 2 9 ELM TO REMAIN TREE PROTECTION FENCING TO REMAIN TO REMAIN DURING CONSTRUCTION 4 14 OAK REFER TO 01111.00 To= C11lal/CV CIC/ n (IATA N0. DIA. SPECIES INCHES (COMMONNAME) REMARKS EXEMPTIONS 1 10 ELM TO REMAIN 2 9 ELM TO REMAIN 3 12 ELM TO REMAIN 4 14 OAK TOBE REMOVED BUILDING PAD 5 10 OAK TO BE REMOVED BUILDING PAD 6 13 OAK TOBEREMOVED BUILDING PAD 7 9 OAK TO REMAIN 8 7 OAK TO REMAIN 9 7 OAK TO REMAIN TOTAL REPLACEMENT INCHES REQUIRED: 0" PREFI NISH ED PARAPET CAP WITH EDGE LIGHTING PREFINISHED METAL CASED OPENING WITH EDGE LIGHTING NORTH ELEVATION 7/4" = 7 1-0 ff PREFINISHED PARAPET CAP WITH EDGE LIGHTING BRICK SCREEN -------- I 1 -'--1-.-7 =:I, --F- —7 -1 1 7 71. -T -L -I- =-I:-- ----17 KING BRICK ACCENT BRICK BRICK SCREEN WITH BACK- LIGHTING ACK- LIGHTING PREFI NISH ED METAL AWNING GLASS STOREFRONT KING BRICK ACCENT BRICK BRICK SCREEN ....... PAINTED HOLLOW METAL DOOR TO MATCH BRICK SOUTH ELEVATION /4„ = 7 1-0 rr KING BRICK 59% BRICK SCREEN 31% GLAZING 10% KING BRICK CASE NO. ZA1 9-0077 architects m 40 tn: m e r r i m a n a n d e r s o n architecture - planning interior design 300 N. FIELD ST. DALLAS, TEXAS 75202 214.987.1299 214.987.2138 (FAX) PLANNING + ZONING NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. MM/DD/2019 1 0 FIA - '4 @ 2019 MERRIMAN ANDERSON I ARCHITECTS, INC. REVISIONS XA PROJECT NUMBER maa2079709 ISSUE DATE 12/05/2019 SHEET NAME NORTH & SOUTH BUILDING ELEVATION SHEET NUMBER A3*0 7 P R E F I N I S H E D PARAPET CAP WITH EDGE LIGHTING BRICK SCREEN EAST ELEVATION 7/4 ff = 7 '-0" _l. _. _L.. _I.. -I.- _I_-. __I._. I I 1. I J_ ' _. I - L KING B R I C K r_j .1: -' :r ' _ 1 _ 1 , . __L_... _L_. -T_...._ L_ L-_ _ L- -L_ _.L_. -J__ -_.L__ L _ ..L ..._ I__... .L__ .._I_.. __ I_-- ..L _ ...L . __I-_- _L__. --.C_ _. L__ _ .L I__..- i_ _._.L._ J__....__L- -'. _L_ __.L_ -.C-.I_ :.L - _:.T.:. __ L_. _-L--L-- ... __-1_ ._ _L_`L_. I_-- - .[---- -_ I-.. _.I - L_ :._I . l L I-- -I - - J L- L I-- _I -- --I -1_.A �-- - I- - I - - -C- I. 1--I- I_....L.. I ---.---C- -L-- - -- C- -_r- _-C ! L I __--I ! _.. I r 1 r ' I- J_. .I_ I I_ _ L. I L ._I__L_- 1 . ! ..L I:._. L__I .L - -I ! I i -.i -I - ! _ ! I . I ! ! .! _ I I 1 1 ! 1 - I I 1 ... _ I. I. -- J I ..-I.- ACCENT BRICK4 r L_ _.I- 1I _ -I-i--( L_ 1 -I_ 1 ! I _.-._ L 11 I I r I- I:_ I._ _, : L r 11 I_ 1. l. r •.:., -_ -_ -- ...: - . . `' ,' � � � ' I I � i I I t � I � � .� -- � - L �-I-f-�-�-�-?--�-1-L1-L��L�-LLLL�L�LL--LL-LL- ■ - '!F I'r r r-�_- ■. J .Iz .f .1 h !•; .�fei_. dG .� ■ ®_ _!t _� _i .H L t ` ',t t 'i -i -_� .tr�.i t. `. t. ice. `�:r _ H I _,�-; _.-: - - _ :. :' _: L�4-1_�J-1�LLI-L.L_LI_J-�L-C BRICK SCREEN ._ .or .� r w m . - ■ >SI ® ■ . ■ m . . I■ . . Id i ■ . . ■ ■ ■ PI . ■ Q � s w !. w . ■ � } � - -+ r Iw w I■ w ! s � a � r Ir • w lal _ ■::. -- - r -�-.�- L J - -4- _.L _1_ L J-- _ _L_ L � 1 L_ . � t WITH BACK-� - d - r :---r—r---- — ' I ,_ ' , �- ��--�s-•��_-i-�-•7i-��i�-'�'..L_-��-.i_ �-�-r"-1� _.J_-�J_ IL L L.l- L I_I I� I-_ L LIGHTING L L jai - I- J- a L l 1- L_ t .._ t ( -1- _- P R E F I N I S H E D C METAL AWNING I 1- -IN J J I I 1 1 f I� � - J- GLASS J LJ 1 1-_ 1 J -I -I -J I J �r STOREFRONT _-- - L J_ ! _ _ 1 WEST ELEVATION 7/4 ff = 7 '-0" KING BRICK ACCENT BRICK BRICK SCREEN WITH BACK- LIGHTING P R E F I N I S H E D METAL AWNING GLASS STOREFRONT 4 P R E F I N I S H E D PARAPET CAP WITH EDGE LIGHTING BRICK SCREEN KING BRICK 76% BRICK SCREEN 6% GLAZING 18% KING BRICK 76% BRICK SCREEN 6% GLAZING 18% CASE NO. ZA19-0077 architects tn-p merriman a n d e r s o n architecture • planning interior design 300 N. FIELD ST. DALLAS, TEXAS 75202 214.987.1299 214.987.2138 (FAX) PLANNING + ZONING NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. MM/DD/2019 F— ©2019 MERRIMAN ANDERSON / ARCHITECTS, INC. REVISIONS: L PROJECT NUMBER: maa2079709 ISSUE DATE: 12/05/2019 SHEET NAME: EAST & WEST BUILDING ELEVATION SHEET NUMBER: A3*02