The URL can be used to link to this page

Item 6B - PlansU � b rn N >a�,�, ,L. 04 Cd \ep .14 Id eR U z.5 C11 Cd -W A w U (1) O O O N PG 0 0 0 0 r, r d C, o N C\2Wzo o sCd . o ° OF SLTS LAND, LP. 5.292 ACRES INSTRUMEP R T.0 T. 049242, PROP SWITCH GEAR ZONED: DT PROP LIGHT LUD=TOWN CENTER _ STANDARD (TYP g TRACT 2A05 /SDMH SSMH ROP BARRIER FREE RAMP - OCj`38. G FQ-63(526'tG G - G G G G -- G--- G G G G R� r " FL (Nw)=sz6.sf ROP TRANSFORMERS \ \ \ CROSSPUBLIC / \ sg .�, CROSS WALK �^ Cenc. Curb & Gutter / _ 1 017.28 s3.5 R -o -w.) EXIST FIRE \ PROP STOP SIGN ___-- -- --- YDRANT PMH EX 8" T \ \ N -645.19 \ 3 \ -- i - - J ��--- - - \\\ �• FL ( _640.51 \ PROP PUBLIC - 18 b' S>-6\ BARRIER FREE ��/ / 3 ' �' _ RI _ �RAMP} �3 �' f, ✓ BLDGACK "`4 -V C\ \\ \ P\ PIP 4tZ- \ 40 o z -BU I LD: N 6 A� � , � � �L �o =645SS � r , �� \ �e wI FF 652.50 i 1 �� '4 STORIES' 30 .UNITS SD I d / / \ 18 FL 6380- 334.4+ Rc � 57.35 PROP PUBLIC >a cP BARRIER FREE / / / / i �� . ❑ RAMP // / / I A M v _BAST 121.,85 _ -63 % /' / •i '� - ♦ 6�O\ -+•` EX 18'" RCP Dss�aY777 PROP PUBLIC j / y / i v M ' I PROP TRAIL ( e�0 • � q\ \ O 1A COMMON AREA % / ROP --STOP / - - - ip I LANDSCAPE PLA \ k 64� 2 Z N CROSS WALK)'/� � / i i SIGN / / Ff�E - 'g _ / �/ / 60• / �i i - _ v ii v e* l � �, �� / / / / � � �- / � �� -65 '` � A � � � � �� I I � � 0 15' MA TBAC Q� 44/ '/ _ `PROP BARRI RAM I )JO) Q,`. �b / 6� / _ 0 �fi -:3.. W \ \ v J 32R I QST. ��I - j / �/ s / Ls / / Z \ \ W Q Q� V / 5 I /// / 1, n N �so �� V A I I B4 1� 3 � � ��/ � �'� ,/ i/ � �a''�j � / � � � p � ., - 4� � W � �ss � \ � \ PRP LIGHT \ W I - ° D=30 00 00 N45 00 00 W 14.1 �� S AkDARD (TYP) Q 6 ttt - �o o / oQ c, /� i ti 6 II, / L=52.36 O� ti tiOEr N DN Y I " `� F % 6Fl r R=100.00 �.� I \� -64 , \ \ o I I 31R R _ CH=N75 00 00 W'* PROP BARRIER FREE RAM $ - M n^ \ I \\ - \ \- FL c(E \ Z 2 / Q I CAL YDRANT aL ��' �°j� �w� • `" - - CL=51.76 - - - - - ® �® ® I L0 �� J •_ Qom° CV� Cx /�� • 24 �- 5' MIN. BLDG. r / 347.4 '/ 0 LTSTD < _ 1 /LTSTD _ i ' I C7I N O Q v / 60 00� \ OQ / O�p��o�o - 5 99' - _ yLrsTD \ O3 _ / I \ 4s O 1 ��c�s44 30R1 I D=3 00 00 � � - _ _ `�� a // 0' 2 eFNCH MA + -- � o �e say \ a�� GQ I vii W R H- L=5 .53 381.0' / - I- W 640.5♦ - s vE E.L 11NSG 'STREET I Q -EX 8" SS- ' c 1 EXIST FIRE Ex. a, Cu � s.rz e Q _ 1,- C=5' 0'00"W �on� Curb & Gutter - - + SSMI-I \ (51' R -C. W.) , IXO Q ICL= 9.9 - it �w>-64°_44- 3 Ex s� wrR 4 I o / O / I I EX 8" WTR I 5 = 5 ccCIS I LLLL LLLL ' I L ) 0 / I I LLLL LLL L -L 11-� - - -- ♦1111 �r IIIA i I I 29R1 I o 0 /��/ _ .�� , � -- - 1 I 15 MAX. (BLDG. SETBACK Q � 15 MAX. BLDG. SETBACK Q N DO CEO 28R1 I� Q 1 2 3 4 5 6 7 8 9 10 11 12 I �I I 1 2 3 4 5 6 7 8 9 / 11 X11a / /q/y/i 30 U U UJ IN 1 Ifiil 1 � 24" �m I 29•56 16" J I I J I I I 27R1 I I ❑ m m - - .009 MI I IM 10 LO I I /* L=5.23'• " i - i i - I i - I i i I I �1' 041 �W CH=N74 5911 W L _-- L _ __-- L_-1 _ ---- -- - r --_ CL=54 ' -- - --- _ _ WEST 612.58 I_ - EX 8_' ss= - - -�Ex 8" ss� w - f EX 8" SS- -�O - - - -c-c c -c -c -c I �� -G G -G- - =G -::G- 117 - G G - G - G - G c - C� / / o Q' 26R1 I G -G -G -G -G- I I E C IS' PRIVATE & EMERGENCY A I I I g _ DBAIN2GE�llTILL7IEASEMELLT, I I DRAINAGE & UTILITY EAS I I CABINET A, SLIDE 10873, R.P.R.D.C.T. 15' MAX. BLDG. SETBACK I O I ~ IY 11R BLOCK 112" PVC a I I I EX 12" PVC (p% �s��ccss3�ccss3�--rsr3�=ccrs3�csrs� �csr3 -acs s��c�cs r=��cc ss.a x-� ��c�css3�c� Ei ��c crr��css 3 M �' m F W N 11 I� I I I I 25R Fri I I I m m BLOCK 25 �I j I ' ' II � - IM �I I �j I I i 10' MIN. BLDG. SETBACK Lo �., I Location Map SCALE: 1"=2000' -0- 4 40 80 120 GRAPHIC SCALE 1 "= 40' SITE DATA SUMMARY (LOT IR, BLOCK 20) EXISTING ZONING DT LAND USE DESIGNATION TOWN CENTER GROSS ACREAGE (LOT 1) 97,692 SQ. FT. OR 2.2427 ACRES N0. OF PROPOSED LOTS 1 OPEN SPACE 1.44 ACRES / 64.2% AREA OF IMPERVIOUS COVER 38,687 SQ. FT. PERCENTAGE OF IMPERVIOUS COVER 39.6% PERCENTAGE OF SITE COVERAGE OF BUILDING 35.0% NUMBER OF STORIES 4 BUILDING HEIGHT BUILDING A 50'-7" BUILDING B 51'-1" BUILDING USE GARDEN DISTRICT RESIDENCES BUILDING FOOTPRINT (SQUARE FOOTAGE) 34,166 SQ. FT. BUILDING A 17,540 SQ. FT. BUILDING B 16,626 SQ. FT. BUILDING SQUARE FOOTAGE (PROPOSED) 136,663 SQ. FT. BUILDING A 7 0,15 9 SQ. FT. BUILDING B 66,504 SQ. F I BUILDING UNITS (#) 58 BUILDING A 30 UNITS BUILDING B 28 UNITS PARKING STRUCTURE (HC) 4 REGULAR & I VAN PARKING STRUCTURE (REGULAR) III GUEST PARKING 29 START CONSTRUCTION MONTH/YEAR MARCH 2023 END CONSTRUCTION MONTH/YEAR SEPTEMBER 2024 NOTES: 1. PARKING ISLANDS WILL BE LANDSCAPED PER CITY OF SOUTHLAKE STANDARDS. 2. THERE WILL BE NO RESERVED PARKING IN THE BLOCK. 3. THE MECHANICAL EQUIPMENT SCREENING WILL COMPLY WITH ZONING ORDINANCE REQUIREMENTS. 4. THE STRUCTURED PARKING GARAGE WILL BE RESERVED FOR THE RESIDENTS. THE SURROUNDING STREET PARKING IS PUBLIC AND THEREFORE NOT RESERVED PARKING. 5. GARBAGE PICKUP SHALL BE DONE IN A SIMILAR FASHION AS THE PARKVIEW RESIDENCES. 100 ME IIIIIIIIIIIIIIIIM I I I 18 I 17 I 16 I 15 I 1 1 29 2 8 27 26 25 24 23 22 21 20 19 I �I III IN�I -17R ?R 01 22 220 19 18 SBACKBDG. II BLOCK 20, LOT 1 R 15' MAX. BLDG. SETBACK 15' MAX. BLDG. SETBACKu 15' MAX. BLDG. SETBACK 101U 5' MIN. BLDG. SETBACK -_ 5 MI SOUTHLAKE TOWN SQUARE / -- -- -- -- -- x 1LOT CAN ADDITION TO THE CITY OF SOUTHLAKE X / TRLi wTR;� TARRANT COUNTY, TEXAS MAIN STREETE: 3MR _X�_g= x -x HE EX 27"RCP -r SEX 30" RCP �' R Ex 60" RCP I BEING A 2.2427 ACRE TRACT OF LAND SITUATED IN THE RICHARD EADS SURVEY, ABSTRACT NO. 481 GARDEN DISTRICT AND PHASE C BROWNSTONES - - - _ _�_ - BACK - - PLAT REVISION RECORDED IN 5' MIN. BLDG. SETBACK Imo- 10' MAX. BL G. SETBACK - N 15' MAX. BLDG. SETBACK LOT 1, BLOCK 22 .��1 INSTRUMENT NO. D214199946 P.R.T.C.T. SOUTHLAKE TOWN SQUARE ADDITION w -15 MAX. BLDG. SETBACK II I BLOCK 24 f CITY OF SOUTHLAKE = „ 12 13 14 15 16 17 18 19 2D I 21 I DATED: SEPTEMBER 11, 2014 10 SOUTI]LAKE TOWN QUARE ii I I BROWNSTONES AT TOWN SQUARE I < J PHASE B liXi! 9 II CABINET A, SLIDE 11833, P.R.T.C.T. - - II- I I I I I �� BENCHMARKS: I BM #1 � II I I I I �H PK NAIL FOUND IN THE CENTERLINE OF CENTRAL AVENUE AND MAIN NOTE: Subject to approval of the Site Plan, Applicant will subsequently prepare an Amended Plat to move the boundary line at the east end of Block 20, Lot 2 as shown on the Site Plan, for approval and recordation prior to issuance of a building permit. OWNER /DEVELOPER ENGINEER /SURVEYOR COOPER AND COMPANY BROCKETTE DAVIS DRAKE, INC. 351 CENTRAL AVENUE 4144 N. CENTRAL EXPRESSWAY SOUTHLAKE, TEXAS 76092 SUITE 1100 DALLAS, TEXAS 75204 STREET IN THE SOUTHLAKE TOWN SQUARE ADDITION. tn ELEV.=645.65 BM #2 SQUARE CUT AT BACK OF CURB ON THE NORTHSIDE OF A CURB INLET ON THE EAST CURBLINE OF CENTRAL AVENUE, 50'f SOUTH OF THE CENTERLINE INTERSECTION OF CENTRAL AVENUE AND MAIN STREET. ELEV.=646.18 SITE PLAN O F SOUTHLAKE TOWN SQUARE �LOT I, BLOCK 20 6 JAMES A. *RILEY %'..'' 73231' .w�' CITY OF SOUTHLAKE, TEXAS BROCKETTE • DAVIS • DRAKE, INC. consulting engineers 04/19/2021 Civil & Structural Engineering • Surveying o 4144 North Central Expressway, Suite 1100 • Dallas, Texas 75204 ( 214 ) 824-3647 • fax ( 214 ) 824-7064 0 DESIGNED DRAWN DATE SCALE NOTES FILE NO. 0 CITY CASE NUMBER ZA21 -0025 JAR DJR 04/19/21 1"=40' BDD C19015 SP1 uE SOUTHLAKE BLOCK 20 RESIDENCES 04/19/2021 SHEET LIST ' SHEET LIST SHEET LIST CIVIL ENGINEERING C.1 COVER SHEET C.2 AMENDED PLAT C.3 AMENDED PLAT CA DEMOLITION PLAN C.5 PAVING PLAN C.6 UNDERGROUND GARAGE LAYOUT C.7 GRADING PLAN C.8 DRAINAGE AREA MAP C.9 STORM SEWER PLAN CIVIL ENGINEERING & LANDSCAPE ARCHIECTURE C.10 WATER & SANITARY SEWER PLAN C.11 EROSION CONTROL PLAN L.01 CONCEPTUAL LANDSCAPE SITE PLAN L.02 LANDSCAPE REFERENCE IMAGES OS1 GARDEN DISTRIC OPEN SPACE PLAN SP1 SITE PLAN A5.01 BUILDING A - EXTERIOR ELEVATIONS A5.02 BUILDING B - EXTERIOR ELEVATIONS ARCHITECTURAL A0.00 TITLE SHEET A1.01 SITE PLAN A2.00 PARKING LEVEL A2.01 BUILDING A&B - FIRST FLOOR PLAN A2.02 BUILDING A-2nd,3rd,4th TIER PLANS A2.03 BUILDING B-2nd,3rd,4th TIER PLANS A5.01 BUILDING A - EXTERIOR ELEVATIONS A5.02 BUILDING B - EXTERIOR ELEVATIONS A10.01 PERSPECTIVE VIEWS COOPER .�\ I) M PANY Southlake Block 20 Residences SOUTHLAKE, TX DMSAS PROJECT #: P 1905 OWNER COOPER AND COMPANY 1256 Main Street,Suite 240,Southlake TX, 76092 DESIGN ARCHITECT DAVID M SCHWARZ ARCHITECTS, INC 1707 L Street NW Suite 400 Washington, DC 20036 STRUCTURAL & CIVIL ENGINEERING BROCKETTE DAVIS DRAKE 4144 N Central Expy # 1100, Dallas, TX 75204 LANDSCAPE TBG PARTNERS 2001 Bryan street,suite 1450 Dallas, TX, 75201 Design Documents have been prepared solely for the limited purpose of establishing the Project's aesthetic architectural design intent. The Design Documents shall not be used for construction, permitting, or any other use inconsistent with the limited purpose of establishing aesthetic architectural design intent. Any dimensional or technical information contained in the Design Documents is provided solely for illustrative purposes and shall not be relied upon. Any use of the Design Documents for purposes other than establishing the Project's aesthetic architectural design intent shall be at user's sole risk and without liability to the Design Architect. Further, to the extent permitted by law, any use of these Design Documents constitutes an agreement by the user to indemnify and hold harmless the Design Architect and its officers, directors, employees and consultants from all damages, liability, costs and expenses, including the cost of defense, related to claims and causes of action asserted by any third person or entity to the extent such damages, liability, costs and expenses arise from use of the Design Documents for purposes other than establishing the Project's aesthetic architectural design intent. Any use of these Design Documents for any purpose constitutes acceptance of the above terms and conditions by the user. These drawings, specifications, and other documents, ('the Documents') including electronic versions thereof and the ideas, designs and arrangements represented thereby, are and shall remain the property of David M. Schwarz Architects, Inc. as defined by applicable contractual agreements ('the Agreements') and as protected by the copyright statutes of the United States. Use of the Documents shall be strictly limited to the project for which they were prepared and developed ('the Project') per the terms of the Agreements. No part of the Documents shall be copied, disclosed to others, or used in connection with any other work or project, or by any other persons for any other purposes, other than as stipulated in the Agreements without the specific written authorization of David M. Schwarz Architects, Inc. The downloading, opening, or viewing of electronic versions of the Documents or visual contact with any printed form thereof shall constitute conclusive evidence of acceptance of these restrictions. REVISIONS # DATE DESCRIPTION Southlake Block 20 Residences Site Plan Submission City Case: ZA21-0025 ISSUED: 04/19/2021 SHEET TITLE: TITLE SHEET SHEET NO.: A0.00 alley rr � r � �qj f� f f r � r r f r�r� -' r r ra r Future Devlopment Area r I ' r ,+ 1 r' f Futu re Deviopm eft Area a in Street 0' 10' 20' 40' SCALE: 1" = 20'-0" COOPER AND COMPANY Southlake Block 20 Residences SOUTHLAKE, TX DMSAS PROJECT#: P 1905 OWNER COOPER AND COMPANY 1256 Main Street,Suite 240,Southlake TX, 76092 DESIGN ARCHITECT DAVID M SCHWARZ ARCHITECTS, INC 1707 L Street NW Suite 400 Washington, DC 20036 STRUCTURAL & CIVIL ENGINEERING BROCKETTE DAVIS DRAKE 4144 N Central Expy # 1100, Dallas, TX 75204 LANDSCAPE TBG PARTNERS 2001 Bryan street,suite 1450 Dallas, TX, 75201 Design Documents have been prepared solely for the limited purpose of establishing the Project's aesthetic architectural design intent. The Design Documents shall not be used for construction, permitting, or any other use inconsistent with the limited purpose of establishing aesthetic architectural design intent. Any dimensional or technical information contained in the Design Documents is provided solely for illustrative purposes and shall not be relied upon. Any use of the Design Documents for purposes other than establishing the Project's aesthetic architectural design intent shall be at user's sole risk and without liability to the Design Architect. Further, to the extent permitted by law, any use of these Design Documents constitutes an agreement by the user to indemnify and hold harmless the Design Architect and its officers, directors, employees and consultants from all damages, liability, costs and expenses, including the cost of defense, related to claims and causes of action asserted by any third person or entity to the extent such damages, liability, costs and expenses arise from use of the Design Documents for purposes other than establishing the Project's aesthetic architectural design intent. Any use of these Design Documents for any purpose constitutes acceptance of the above terms and conditions by the user. These drawings, specifications, and other documents, ('the Documents') including electronic versions thereof and the ideas, designs and arrangements represented thereby, are and shall remain the property of David M. Schwarz Architects, Inc. as defined by applicable contractual agreements ('the Agreements') and as protected by the copyright statutes of the United States. Use of the Documents shall be strictly limited to the project for which they were prepared and developed ('the Project') per the terms of the Agreements. No part of the Documents shall be copied, disclosed to others, or used in connection with any other work or project, or by any other persons for any other purposes, other than as stipulated in the Agreements without the specific written authorization of David M. Schwarz Architects, Inc. The downloading, opening, or viewing of electronic versions of the Documents or visual contact with any printed form thereof shall constitute conclusive evidence of acceptance of these restrictions. REVISIONS # DATE DESCRIPTION Southlake Block 20 Residences Site Plan Submission City Case: ZA21-0025 ISSUED: 04/19/2021 SHEET TITLE: SITE PLAN SHEET NO.: A1.01 PARKING LEVEL SCALE: 1/16" = V-0" 0' 8' 16' 32' SCALE: 1/16" = V-0" ETBACK A1<11 ►E. COMPANY A Southlake Block 20 Residences SOLITHLAKE, TX DMSAS PROJECT #: P 1905 OWNER COOPER AND COMPANY 1256 Main Street,Suite 240,Southlake TX. 76092 DESIGN ARCHITECT DAVID M SCHWARZ ARCHITECTS, INC 1707 L Street NW Suite 400 Washington, DC 20036 STRUCTURAL & CIVIL ENGINEERING BROCKETTE DAVIS DRAKE 4144 N Central Expy # 1100, Dallas, TX 75204 LANDSCAPE TBG PARTNERS 2001 Bryan street,suite 1450 Dallas, TX, 75201 Design Documents have been prepared solely for the limited purpose of establishing the Project's aesthetic architectural design intent. The Design Documents shall not be used for construction, permitting, or any other use inconsistent with the limited purpose of establishing aesthetic architectural design intent. Any dimensional or technical information contained in the Design Documents is provided solely for illustrative purposes and shall not be relied upon. Any use of the Design Documents for purposes other than establishing the Project's aesthetic architectural design intent shall be at user's sole risk and without liability to the Design Architect. Further, to the extent permitted by law, any use of these Design Documents constitutes an agreement by the user to indemnify and hold harmless the Design Architect and its officers, directors, employees and consultants from all damages, liability, costs and expenses, including the cost of defense, related to claims and causes of action asserted by any third person or entity to the extent such damages, liability, costs and expenses arise from use of the Design Documents for purposes other than establishing the Project's aesthetic architectural design intent. Any use of these Design Documents for any purpose constitutes acceptance of the above terms and conditions by the user. These drawings, specifications, and other documents, ('the Documents') including electronic versions thereof and the ideas, designs and arrangements represented thereby, are and shall remain the property of David M. Schwarz Architects, Inc. as defined by applicable contractual agreements ('the Agreements') and as protected by the copyright statutes of the United States. Use of the Documents shall be strictly limited to the project for which they were prepared and developed ('the Project') per the terms of the Agreements. No part of the Documents shall be copied, disclosed to others, or used in connection with any other work or project, or by any other persons for any other purposes, other than as stipulated in the Agreements without the specific written authorization of David M. Schwarz Architects, Inc. The downloading, opening, or viewing of electronic versions of the Documents or visual contact with any printed form thereof shall constitute conclusive evidence of acceptance of these restrictions. REVISIONS # DATE DESCRIPTION Southlake Block 20 Residences Site Plan Submission City Case: ZA21-0025 ISSUED: 04/19/2021 SHEET TITLE: PARKING LEVEL SHEET NO.: A2.00 TOPOGRAPHY LEGEND Existing Topo To Remain — — — — — Topo To Be Changed Proposed BUILDING A & B -LEVEL 1 SCALE: 1/16" = 1'-0" ,K 0' 8' 16' 32' SCALE: 1/16" = 1'-0" A1<11 ►E. COMPANY A Southlake Block 20 Residences SOLITHLAKE, TX DMSAS PROJECT #: P 1905 OWNER COOPER AND COMPANY 1256 Main Street,Suite 240,Southlake TX. 76092 DESIGN ARCHITECT DAVID M SCHWARZ ARCHITECTS, INC 1707 L Street NW Suite 400 Washington, DC 20036 STRUCTURAL & CIVIL ENGINEERING BROCKETTE DAVIS DRAKE 4144 N Central Expy # 1100, Dallas, TX 75204 LANDSCAPE TBG PARTNERS 2001 Bryan street,suite 1450 Dallas, TX, 75201 Design Documents have been prepared solely for the limited purpose of establishing the Project's aesthetic architectural design intent. The Design Documents shall not be used for construction, permitting, or any other use inconsistent with the limited purpose of establishing aesthetic architectural design intent. Any dimensional or technical information contained in the Design Documents is provided solely for illustrative purposes and shall not be relied upon. Any use of the Design Documents for purposes other than establishing the Project's aesthetic architectural design intent shall be at user's sole risk and without liability to the Design Architect. Further, to the extent permitted by law, any use of these Design Documents constitutes an agreement by the user to indemnify and hold harmless the Design Architect and its officers, directors, employees and consultants from all damages, liability, costs and expenses, including the cost of defense, related to claims and causes of action asserted by any third person or entity to the extent such damages, liability, costs and expenses arise from use of the Design Documents for purposes other than establishing the Project's aesthetic architectural design intent. Any use of these Design Documents for any purpose constitutes acceptance of the above terms and conditions by the user. These drawings, specifications, and other documents, ('the Documents') including electronic versions thereof and the ideas, designs and arrangements represented thereby, are and shall remain the property of David M. Schwarz Architects, Inc. as defined by applicable contractual agreements ('the Agreements') and as protected by the copyright statutes of the United States. Use of the Documents shall be strictly limited to the project for which they were prepared and developed ('the Project') per the terms of the Agreements. No part of the Documents shall be copied, disclosed to others, or used in connection with any other work or project, or by any other persons for any other purposes, other than as stipulated in the Agreements without the specific written authorization of David M. Schwarz Architects, Inc. The downloading, opening, or viewing of electronic versions of the Documents or visual contact with any printed form thereof shall constitute conclusive evidence of acceptance of these restrictions. REVISIONS # DATE DESCRIPTION Southlake Block 20 Residences Site Plan Submission City Case: ZA21-0025 ISSUED: 04/19/2021 SHEET TITLE: BUILDING A&B - FIRST FLOOR PLAN SHEET NO.: A2.01 FACE OF EXTERIOR WALL AT FLOORS -1 ':) FACE OF EXTERIOR WALL 4TH FLOOR BUILDING A LEVEL 4 -SETBACK DETAIL 3 REF SHEET: A2.02 / 2 SCALE: 1/2" = 1'-0" A2.o2 BUILDING A: LEVEL 4 2 SCALE: 1/16" = 1'-0" A2.o2 BUILDING A: LEVELS 2 & 3 SCALE: 1/16" = 1'-0" 0' 8' 16' 32' SCALE: 1/16" = V-0" ►E. COCOMPANY Southlake Block 20 Residences SOLITHLAKE, TX DMSAS PROJECT #: P 1905 OWNER COOPER AND COMPANY 1256 Main Street,Suite 240,Southlake TX. 76092 DESIGN ARCHITECT DAVID M SCHWARZ ARCHITECTS, INC 1707 L Street NW Suite 400 Washington, DC 20036 STRUCTURAL & CIVIL ENGINEERING BROCKETTE DAVIS DRAKE 4144 N Central Expy # 1100, Dallas, TX 75204 LANDSCAPE TBG PARTNERS 2001 Bryan street,suite 1450 Dallas, TX, 75201 Design Documents have been prepared solely for the limited purpose of establishing the Project's aesthetic architectural design intent. The Design Documents shall not be used for construction, permitting, or any other use inconsistent with the limited purpose of establishing aesthetic architectural design intent. Any dimensional or technical information contained in the Design Documents is provided solely for illustrative purposes and shall not be relied upon. Any use of the Design Documents for purposes other than establishing the Project's aesthetic architectural design intent shall be at user's sole risk and without liability to the Design Architect. Further, to the extent permitted by law, any use of these Design Documents constitutes an agreement by the user to indemnify and hold harmless the Design Architect and its officers, directors, employees and consultants from all damages, liability, costs and expenses, including the cost of defense, related to claims and causes of action asserted by any third person or entity to the extent such damages, liability, costs and expenses arise from use of the Design Documents for purposes other than establishing the Project's aesthetic architectural design intent. Any use of these Design Documents for any purpose constitutes acceptance of the above terms and conditions by the user. These drawings, specifications, and other documents, ('the Documents') including electronic versions thereof and the ideas, designs and arrangements represented thereby, are and shall remain the property of David M. Schwarz Architects, Inc. as defined by applicable contractual agreements ('the Agreements') and as protected by the copyright statutes of the United States. Use of the Documents shall be strictly limited to the project for which they were prepared and developed ('the Project') per the terms of the Agreements. No part of the Documents shall be copied, disclosed to others, or used in connection with any other work or project, or by any other persons for any other purposes, other than as stipulated in the Agreements without the specific written authorization of David M. Schwarz Architects, Inc. The downloading, opening, or viewing of electronic versions of the Documents or visual contact with any printed form thereof shall constitute conclusive evidence of acceptance of these restrictions. REVISIONS # DATE DESCRIPTION Southlake Block 20 Residences Site Plan Submission City Case: ZA21-0025 ISSUED: 04/19/2021 SHEET TITLE: BUILDING A -2nd,3rd,4th TIER �'S A2.02 BUILDING B :LEVEL 2 3 SCALE: 1/16" = 1'-0" A2.03 BUILDING B: LEVEL 3 SCALE: 1/16" = 1'-0" FACE OF EXTERIOR WALL AT FLOORS 1-3 FACE OF EXTERIOR WALL 4TH FLOOR BUILDING B LEVEL 4 - 4 _ _ A2.03 SETBACK DETAIL 4 REF SHEET: A2.03 / 1 SCALE: 1/2" = 1'-0" A2.03 BUILDING B LEVEL 4 1 SCALE: 1/16" = 1'-0" A2.03 0' 8' 16' 32' SCALE: 1/16" = V-0" COOPER .�\ I) M PANY Southlake Block 20 Residences SOLITHLAKE, TX DMSAS PROJECT #: P 1905 OWNER COOPER AND COMPANY 1256 Main Street,Suite 240,Southlake TX, 76092 DESIGN ARCHITECT DAVID M SCHWARZ ARCHITECTS, INC 1707 L Street NW Suite 400 Washington, DC 20036 STRUCTURAL & CIVIL ENGINEERING BROCKETTE DAVIS DRAKE 4144 N Central Expy # 1100, Dallas, TX 75204 LANDSCAPE TBG PARTNERS 2001 Bryan street,suite 1450 Dallas, TX, 75201 Design Documents have been prepared solely for the limited purpose of establishing the Project's aesthetic architectural design intent. The Design Documents shall not be used for construction, permitting, or any other use inconsistent with the limited purpose of establishing aesthetic architectural design intent. Any dimensional or technical information contained in the Design Documents is provided solely for illustrative purposes and shall not be relied upon. Any use of the Design Documents for purposes other than establishing the Project's aesthetic architectural design intent shall be at user's sole risk and without liability to the Design Architect. Further, to the extent permitted by law, any use of these Design Documents constitutes an agreement by the user to indemnify and hold harmless the Design Architect and its officers, directors, employees and consultants from all damages, liability, costs and expenses, including the cost of defense, related to claims and causes of action asserted by any third person or entity to the extent such damages, liability, costs and expenses arise from use of the Design Documents for purposes other than establishing the Project's aesthetic architectural design intent. Any use of these Design Documents for any purpose constitutes acceptance of the above terms and conditions by the user. These drawings, specifications, and other documents, ('the Documents') including electronic versions thereof and the ideas, designs and arrangements represented thereby, are and shall remain the property of David M. Schwarz Architects, Inc. as defined by applicable contractual agreements ('the Agreements') and as protected by the copyright statutes of the United States. Use of the Documents shall be strictly limited to the project for which they were prepared and developed ('the Project') per the terms of the Agreements. No part of the Documents shall be copied, disclosed to others, or used in connection with any other work or project, or by any other persons for any other purposes, other than as stipulated in the Agreements without the specific written authorization of David M. Schwarz Architects, Inc. The downloading, opening, or viewing of electronic versions of the Documents or visual contact with any printed form thereof shall constitute conclusive evidence of acceptance of these restrictions. REVISIONS # DATE DESCRIPTION Southlake Block 20 Residences Site Plan Submission City Case: ZA21-0025 ISSUED: 04/19/2021 SHEET TITLE: BUILDING B -2nd,3rd,4th TIER PHLAN.. A2.03 Roof Meeting Street Grade Measure Pt. BUILDING A - Illustrative example of proposed blend for Brick 1 �— ni_-_------a lar BUILDING A: WEST ELEVATION (Facing Central Ave.) SCALE: 1/16" = 1'-0" F Meeting Street Grade Measure Pt. BUILDING A: EAST ELEVATION (Facing Bldg._B)3 SCALE: 1/16" = 1'-0" A5.01 Cast Stone Painted Metal Grill Meeting Street Grade Measure Pt. Roof BENNO Mo. BUILDING A Central Facade - Illustrative example of proposed Brick 2 V V ■ a.— VI ■ 1 Is V / It ■ V/ V %A v. . &— I V/ V vft %. I v ■ 1 ` ■ 'kA %0 1 1 ■ " V v V/ A/ N/ I I ■ v ■ vi I ■ % I I r- SCALE: 1/16" = 1'-0" Portion of Elevation Parallel to Park Ridge Blvd. BUILDING A: NORTH ELEVATION (Facing Park Ridge Blvd.)_ 1 SCALE: 1/16" = 1'-0" A5.01 I Avenue 0' 8' 16' 32' SCALE: 1/16" = 1'-0" ►E. COCOMPANY Southlake Block 20 Residences SOUTHLAKE, TX DMSAS PROJECT #: P 1905 OWNER COOPER AND COMPANY 1256 Main Street,Suite 240,Southlake TX. 76092 DESIGN ARCHITECT DAVID M SCHWARZ ARCHITECTS, INC 1707 L Street NW Suite 400 Washington, DC 20036 STRUCTURAL & CIVIL ENGINEERING BROCKETTE DAVIS DRAKE 4144 N Central Expy # 1100, Dallas, TX 75204 LANDSCAPE TBG PARTNERS 2001 Bryan street,suite 1450 Dallas, TX, 75201 Design Documents have been prepared solely for the limited purpose of establishing the Project's aesthetic architectural design intent. The Design Documents shall not be used for construction, permitting, or any other use inconsistent with the limited purpose of establishing aesthetic architectural design intent. Any dimensional or technical information contained in the Design Documents is provided solely for illustrative purposes and shall not be relied upon. Any use of the Design Documents for purposes other than establishing the Project's aesthetic architectural design intent shall be at user's sole risk and without liability to the Design Architect. Further, to the extent permitted by law, any use of these Design Documents constitutes an agreement by the user to indemnify and hold harmless the Design Architect and its officers, directors, employees and consultants from all damages, liability, costs and expenses, including the cost of defense, related to claims and causes of action asserted by any third person or entity to the extent such damages, liability, costs and expenses arise from use of the Design Documents for purposes other than establishing the Project's aesthetic architectural design intent. Any use of these Design Documents for any purpose constitutes acceptance of the above terms and conditions by the user. These drawings, specifications, and other documents, ('the Documents') including electronic versions thereof and the ideas, designs and arrangements represented thereby, are and shall remain the property of David M. Schwarz Architects, Inc. as defined by applicable contractual agreements ('the Agreements') and as protected by the copyright statutes of the United States. Use of the Documents shall be strictly limited to the project for which they were prepared and developed ('the Project') per the terms of the Agreements. No part of the Documents shall be copied, disclosed to others, or used in connection with any other work or project, or by any other persons for any other purposes, other than as stipulated in the Agreements without the specific written authorization of David M. Schwarz Architects, Inc. The downloading, opening, or viewing of electronic versions of the Documents or visual contact with any printed form thereof shall constitute conclusive evidence of acceptance of these restrictions. REVISIONS # DATE DESCRIPTION Southlake Block 20 Residences Site Plan Submission City Case: ZA21-0025 ISSUED: 04/19/2021 SHEET TITLE: BUILDING A - EXTERIOR ELEVATIONS SHEET NO.: A5.01 Indicates Areas at Level 4 with Terrace- Setback — LO Meeting Street Y Grade Measuring Pt. L J,11LLi W�lrllliLdl Wk! ,_ Aluminum or Clad Wood Window French Door Painted Metal Railing BUILDING B: NORTH ELEVATION (Facin Indicates Areas at Level 4 with Terrace- Setback Cast Stone, Precast, GFRC, FRP or similar Brick 3 Park Ridge Blvd) SCALE: 1/16" = V-0" Meeting Street? Grade Measure Pt. Cast Stone Brick 3 Cast Stone, Precast, GFRC, FRP or similar Aluminum or Clad FrenchNindow Door Painted Metal Railing Brick 3 Cast Stone BUILDING B: SOUTH ELEVATION (Facing -Meeting St) 3 SCALE: 1/16" = V-0" A5.02 Meeting Street Grade Measure Pt. BUILDING B - Illustrative example of proposed blend for Brick 3 BUILDING B: EAST ELEVATION (Facing The Grove Indicates Areas at Level 4 with Terrace- Setback — Roof French Door Painted Metal Railing Cast Stone, Precast, GFRC, FRP or similar SCALL: 1/16" = 1'-U" Meeting Street Grade Measure Pt. Park Ridge Blvd t— Cast Stone, Precast, GFRC, FRP or similar Aluminum or Clad Wood Window Painted trim Brick 3 Indicates Areas at Level 4 with Terrace- Setback BUILDING B: WEST ELEVATION (Facing Stebbins Park) SCALE: 1/16" = V-0" Cast Stone 0' 8' 16' 32' SCALE: 1/16" = V-0" ►E. COCOMPANY Southlake Block 20 Residences SOLITHLAKE, TX DMSAS PROJECT #: P 1905 OWNER COOPER AND COMPANY 1256 Main Street,Suite 240,Southlake TX. 76092 DESIGN ARCHITECT DAVID M SCHWARZ ARCHITECTS, INC 1707 L Street NW Suite 400 Washington, DC 20036 STRUCTURAL & CIVIL ENGINEERING BROCKETTE DAVIS DRAKE 4144 N Central Expy # 1100, Dallas, TX 75204 LANDSCAPE TBG PARTNERS 2001 Bryan street,suite 1450 Dallas, TX, 75201 Design Documents have been prepared solely for the limited purpose of establishing the Project's aesthetic architectural design intent. The Design Documents shall not be used for construction, permitting, or any other use inconsistent with the limited purpose of establishing aesthetic architectural design intent. Any dimensional or technical information contained in the Design Documents is provided solely for illustrative purposes and shall not be relied upon. Any use of the Design Documents for purposes other than establishing the Project's aesthetic architectural design intent shall be at user's sole risk and without liability to the Design Architect. Further, to the extent permitted by law, any use of these Design Documents constitutes an agreement by the user to indemnify and hold harmless the Design Architect and its officers, directors, employees and consultants from all damages, liability, costs and expenses, including the cost of defense, related to claims and causes of action asserted by any third person or entity to the extent such damages, liability, costs and expenses arise from use of the Design Documents for purposes other than establishing the Project's aesthetic architectural design intent. Any use of these Design Documents for any purpose constitutes acceptance of the above terms and conditions by the user. These drawings, specifications, and other documents, ('the Documents') including electronic versions thereof and the ideas, designs and arrangements represented thereby, are and shall remain the property of David M. Schwarz Architects, Inc. as defined by applicable contractual agreements ('the Agreements') and as protected by the copyright statutes of the United States. Use of the Documents shall be strictly limited to the project for which they were prepared and developed ('the Project') per the terms of the Agreements. No part of the Documents shall be copied, disclosed to others, or used in connection with any other work or project, or by any other persons for any other purposes, other than as stipulated in the Agreements without the specific written authorization of David M. Schwarz Architects, Inc. The downloading, opening, or viewing of electronic versions of the Documents or visual contact with any printed form thereof shall constitute conclusive evidence of acceptance of these restrictions. REVISIONS # DATE DESCRIPTION Southlake Block 20 Residences Site Plan Submission City Case: ZA21-0025 ISSUED: 04/19/2021 SHEET TITLE: BUILDING B - EXTERIOR ELEVATIONS SHEET NO.: A5.02 J VIEW FROM CENTRAL AVENUE SCALE: VIEW FROM MEETING STREET 0 SCALE:! 0� COOPER .�\ I) M PANY Southlake Block 20 Residences SOUTHLAKE, TX DMSAS PROJECT #: P 1905 OWNER COOPER AND COMPANY 1256 Main Street,Suite 240,Southlake TX,76092 DESIGN ARCHITECT DAVID M SCHWARZ ARCHITECTS, INC 1707 L Street NW Suite 400 Washington, DC 20036 STRUCTURAL & CIVIL ENGINEERING BROCKETTE DAVIS DRAKE 4144 N Central Expy # 1100, Dallas, TX 75204 LANDSCAPE TBG PARTNERS 2001 Bryan street,suite 1450 Dallas, TX, 75201 Design Documents have been prepared solely for the limited purpose of establishing the Project's aesthetic architectural design intent. The Design Documents shall not be used for construction, permitting, or any other use inconsistent with the limited purpose of establishing aesthetic architectural design intent. Any dimensional or technical information contained in the Design Documents is provided solely for illustrative purposes and shall not be relied upon. Any use of the Design Documents for purposes other than establishing the Project's aesthetic architectural design intent shall be at user's sole risk and without liability to the Design Architect. Further, to the extent permitted by law, any use of these Design Documents constitutes an agreement by the user to indemnify and hold harmless the Design Architect and its officers, directors, employees and consultants from all damages, liability, costs and expenses, including the cost of defense, related to claims and causes of action asserted by any third person or entity to the extent such damages, liability, costs and expenses arise from use of the Design Documents for purposes other than establishing the Project's aesthetic architectural design intent. Any use of these Design Documents for any purpose constitutes acceptance of the above terms and conditions by the user. These drawings, specifications, and other documents, ('the Documents') including electronic versions thereof and the ideas, designs and arrangements represented thereby, are and shall remain the property of David M. Schwarz Architects, Inc. as defined by applicable contractual agreements ('the Agreements') and as protected by the copyright statutes of the United States. Use of the Documents shall be strictly limited to the project for which they were prepared and developed ('the Project') per the terms of the Agreements. No part of the Documents shall be copied, disclosed to others, or used in connection with any other work or project, or by any other persons for any other purposes, other than as stipulated in the Agreements without the specific written authorization of David M. Schwarz Architects, Inc. The downloading, opening, or viewing of electronic versions of the Documents or visual contact with any printed form thereof shall constitute conclusive evidence of acceptance of these restrictions. REVISIONS # DATE DESCRIPTION Southlake Block 20 Residences Site Plan Submission City Case: ZA21-0025 ISSUED: 04/19/2021 SHEET TITLE: PERSPECTIVE VIEWS SHEET NO.: A10.01 u - THE .CANOPY COMMON NAME BONTANICAL NAME Bur 0 a k Quercus macrocarpa Live 0 a k Quercus vir iniana Shumard Oak Quercus shumardii C h i n ka i n 0 a k Quercus muehlenber ii Cedar Elm Ulmus crass'fol'a Lacebark Elm Ulmusarv'fol'a Bald Cypress Taxodium distichum Chinese Pistache P'stac'a ch'nens's Southern Magnolia Magnolia grandiflora Texas Ash Fraxinis texensis 1 ACCENT TREE COMMON NAME BONTANICAL NAME Eastern Red Cedar Juni erus v'r'n'ana Possumhaw Holly Ilex decidua Yau on Holly Ilex vomitoria Savannah Holly Ilex o aca' Savannah' Shantung Maple Acer truncatum Mexican Plum Prunus mexicana Cherry Laurel Prunus carol'n'ana Vitex Vitex a nus-castus Red Bud Cems canadens's Southern Wax Myrtle M rica cerifera Rusty Blackhaw Viburnum Viburnum rufidulum Crape Myrtle La erstroem'a'nd'ca Eve's Necklace So hora aff'n's Desert Willow Ch'lo s's 1'near's Ornamental Pomegranate Pun'ca granatum *POTENTIAL PLANT LIST SHRUB COMMON NAME BONTANICAL NAME Dwarf Burford Holly Ilex burfordii 'nana' Dwarf Chinese Holly Ilex cornuta 'Rotunda' Nellie R. Stevens Holly Ilex x 'Nellie R. Stevens' Foster Holly Ilex x attenuate 'Foster' Dwarf Yau on Ilex x vomitoria 'Nana' S iraea S iraea spp. Elea nus Elea nus ebben ii Glossy Abelia Abelia grandiflora Tam Juniper Junerus sab'na'Tamar'sc'fol'a' Texas Sae Leuco h llum frutescens Red Barberry Berber's thumber ii Red Yucca Hes eraloe arv'folia Soft Leaf Yucca Yucca recurv'fol'a Dwarf Wax Myrtle Myrica pusilla Dwarf Crape Myrtle La erstroem'a'nd'ca Variegated Privet L' ustrum s'nense 'Van'e ata' Nandina Nand'na (cultivars) Indian Hawthorn Rhap'olep's'nd'ca C I e era Ternstroem'a gymnanthera GROUNDCOVERS COMMON NAME BONTANICAL NAME Creeping Juniper Juni erus horizontalis Berkeley Sedge Carex tumulicola Fountain Grass Penn'setum spp Miscanthus Grass Miscanthus spp. Asiatic Jasmine Trachelos ermum as'at'cum Winter Creeper Euon mus fortune' Cast Iron Plant Aspidistra elatior Lirio e Lirio e muscar' Mondo Grass 0 h'o 0 on j.a on'cum Mexican Feather Grass Nassella tenuissima Periwinkle Vinca major & minor Virginia Creeper Parthenoc'ssus quinquefolia Coralberr S m ho'car os orb'culatus BIOSWALE PLANTING COMMON NAME BONTANICAL NAME Common Rush Juncus effusus Bushy Bluestem Andro 0 on glomeratus Inland Seaoats Chasmanth'um lat'fol'um Gulf Muhly Muhlenber 'a ca 'llar's Miscanthus Miscanthus spp. MEADOW COMMON NAME BONTANICAL NAME Blue Gramma Bouteloua gracilis Buffalo Grass Buchloe dactyloides Bermuda Grass C nodon dact lon Gulf Muhl Muhlenber 'a ca 'llar's Little Bluestem Schizachyrium scopar'um ,Weeping Lovegrass Era rostis curvula PERENNIALS/FLOWERING SHRUBS COMMON NAME BONTANICAL NAME Autumn Sae Salvia re ii Catmint Ne eta spp. Russian Sae Perovsk'a atri 1'c'fol'a Dwarf Butterfly Bush Buddle'a dav'dii Lantana Lantana spp. Pink Skullcap Scutellar'a spp. Little Lime Hydrangea H dran eaan'culata Turks Cap Malvav'scus arborcus and Oak 0 10' 20' 40' NOTE: Proposed street trees shall NOT be located within a right-of-way visibility sight triangle and shall NOT block visibility of stop signs, street signs, and/or interfere with light poles. Trees shall be located at least 10' from fire hydrants. NOTE: The following on-site existing trees will be relocated on-site during construction: 6 Lacebark Elm (along Central Ave) 1 Red Oak (corner of Central Ave & Park Ridge) 2 Live Oak (east end of Stebbins Park) Any remaining existing trees on site impacted by or removed during construction will be replaced on-site during construction. ZA21-0025 COOPER AN l) COMPANY Southlake Block 20 Residences SOUTHLAKE, TX DMSAS PROJECT #: P 1905 OWNER COOPER AND COMPANY 1256 Main Street,Suite 240,Southlake TX, 76092 DESIGN ARCHITECT DAVID M SCHWARZ ARCHITECTS, INC 1707 L Street NW Suite 400 Washington, DC 20036 STRUCTURAL & CIVIL ENGINEERING BROCKETTE DAVIS DRAKE 4144 N Central Expy # 1100, Dallas, TX 75204 LANDSCAPE TBG PARTNERS 2001 Bryan street,suite 1450 Dallas, TX, 75201 Design Documents have been prepared solely for the limited purpose of establishing the Project's aesthetic architectural design intent. The Design Documents shall not be used for construction, permitting, or any other use inconsistent with the limited purpose of establishing aesthetic architectural design intent. Any dimensional or technical information contained in the Design Documents is provided solely for illustrative purposes and shall not be relied upon. Any use of the Design Documents for purposes other than establishing the Project's aesthetic architectural design intent shall be at user's sole risk and without liability to the Design Architect. Further, to the extent permitted by law, any use of these Design Documents constitutes an agreement by the user to indemnify and hold harmless the Design Architect and its officers, directors, employees and consultants from all damages, liability, costs and expenses, including the cost of defense, related to claims and causes of action asserted by any third person or entity to the extent such damages, liability, costs and expenses arise from use of the Design Documents for purposes other than establishing the Project's aesthetic architectural design intent. Any use of these Design Documents for any purpose constitutes acceptance of the above terms and conditions by the user. These drawings, specifications, and other documents, ('the Documents') including electronic versions thereof and the ideas, designs and arrangements represented thereby, are and shall remain the property of David M. Schwarz Architects, Inc. as defined by applicable contractual agreements ('the Agreements') and as protected by the copyright statutes of the United States. Use of the Documents shall be strictly limited to the project for which they were prepared and developed ('the Project') per the terms of the Agreements. No part of the Documents shall be copied, disclosed to others, or used in connection with any other work or project, or by any other persons for any other purposes, other than as stipulated in the Agreements without the specific written authorization of David M. Schwarz Architects, Inc. The downloading, opening, or viewing of electronic versions of the Documents or visual contact with any printed form thereof shall constitute conclusive evidence of acceptance of these restrictions. REVISIONS # DATE DESCRIPTION PRINTED: 3/29/2021 Southlake Block 20 Residences Site Plan Submission ISSUED: 12/04/2020 SHEET TITLE: Landscape Plan SHEET NO.: L1 V TBG -.:-: I ALL Park Ridge Blvd. Southlake conceptual Southlake, Texas landscape plan 04/19/2021 Block 20 7 TBG 2001 Bryan St. Suite 1450 Dallas, Texas 75201 [2141 744 0757 tbgpartners.com Legend 01_ art/sculpture 02_ terrace patio 03_ covered outd000r terrace with fire pit 04_ seating area 05_ park connection 06_ meadow planting 07—decomposed granite path 08_ fence and garden gate 09_ bio-swale planting 10_ decorative pots and planting bands The information shown is based on the best information available and is subject to change without notice. ZA21-0025 —i 0 10' 20' 40' r w. - R ^, ,P r_ ,i. ,•::.. .: aEJ. c-•_. ..: ?':€' a--'_y"�. % - y .''•. ,_ . �_ .,r: i. ��'.. ..:. l,i�x „ . a -�' �.•� .� ' f 4+J,' ' tr , ,,E,. "4� y.:,-.,7k�•+ ..... .. A„, .,.+. - � i' :.. ,.:. - : _-. -' "- ,T F' � G:'° _ 7r �`^ #y la. 'eL'�'�F - : k9 . � .. _ ,,ab; n,� ... ♦ � _�`.. p i : ♦, 1 J '. -''--II-' ° ° �•°.wW - i' ;�.s ray �'� ` y° • ., - \ ,q �r"l.]R - 'eYJ ✓ i 7 �V I-,_ - AV , f r -,.. •.'a - '.... .•.ice• .a!'^r?,«.. :. - ... '. • . ':.. ., - � ` '%0 ' ,,, �`. . 't x _. , " r s r - �' I �''; ,,,;:. .;¢;,; •e -'�. .d¢ -" t. i, _. - ♦ li � i`-' � . ' i�� i. '� . : � � '4s I • 1 t Ff �wr 1'"� • • , 4 y y f v �I f`P i rr i , .:. ,.. . ;::. . fit. ,., , , .-s5 -"�� ' . 's .., 6 C,..W • " : • v , y _ , � �� a _.. Y .. `!. .. ... ,.::mss - 5: - ,., L� • ' _ � in , ': � ':L l _ ter. -+ ..lf p . ,.. .. ,. e.. i - <.x - 'b pP N i ✓ '.• , `y i r , , s % , - , IL im AL ` V or. -Mom .Ga• i.."..,.. %14 r• a. :•' r&r _ '.y`,. 6 j4. - _ - _ - _ _ .. Ek:' wn'x' ; .r;:-. r r '. j y+ h . yam• �.,"""' , ,.'.; x, r_.... ' µ i.�: �, - _ : �-,-„_ _ 66 _ . a 'yb :. .�.• l r.°vrr',.' :+!u. J• `:,... is jr 3+ :»x.,. _ - r ..- 1 °'. _ • Awl c } lr _ - f ii I x iF E _L __lite___--Jllll lk ....-' r:• '..' _::� •. -:,. °' +. ' �-. �� + r _ a s _ � ,.. - ;: - .' ' �>+,•. �;” � , y 1,�,` f�'.: f� fir.. •.. a. d 'i. ''.w '. ;� sr.�,. �� ` F ,� � � �9w t• I _ _ !.! a r y�l►r- �► - _ � : 4 fps � '�.i�a`Si .4' +i �- _��: •, Z •. `�+e t,' ,ye , � - _. ._ .•"-. _ : _ .. •,ar"' �•,l ... ,,r - r I° .r.' • aQ ''of` �f's. n'f �, ' 9" ,"`. -_'ai, f °cre♦rr-r' ir�'_`,T I. r _ 'a>71S•T:s; rts'V'. .v a' ,d• - � - � ,>t.G �1,�, - ��.. +' �Lt• - 7,- �u' ,- 1 r ,* r : -.. r ISL -'- . :• - f ,$"r" >` -' "� , rev rr' .✓ .,♦ + z* _._ _. - .'''�•. r f._._ - -:.' Y •..•_ Ai=m '`3'' - . - , : - .. ,, r�` .IF it ,. .I - ' �-_-:� ,' � •!. r � : v - , -` S. 9 off fA r l - � - fi x• JM • _ r r 10, ry r , .. -+ . ,r. n■, "�- - � . . ,,,�j., f'i'r �:•/ ,: .:.. ,a- "ra: _ �'E?' .-c"- -$.!. � , � :- E ,. .:, �X , 'Yt! . _ �i� _.. :/s,"'; 'F'N . „r , .. � t:: p ^• � I+i�Ntt/ i -J IT ,�' ..�•.• M • MOW - 1. f W11- M-14 - a• u. - .- r■ . -.- - „'. ss -. 1a 4,. ,•-`- ,F- ....f ,, - '�y`'�t�. --- - i.t'° I. _ lift- ago «.h 'ernes �. D 111 Ala, A dd ✓ ,L. r .,..-i_:y`P„�i4,�i� -_ '�;rg,-rrs:_-i.,lav ♦.,,, '`'°, - .'y..' ..,, -..: '',�� --� � .��'-.. ��®' � �•:�7��,� �-:+,,. �- ----- - � I .a ,,� - " ,,, ., _ - , . �-.x � - � - €48711 - -- %#!• �. �.' :. ., � ,�`�`. :'�'' '�,.;_ -:.._. __ 3` �':.. z i7'::'_,_. - .. - `� .�-vim'' �• -z�n'p `s`a'�� - ---- - ~p�•s"'- ,c• -. , t -i --,. - -4,"- �eGa�,Ge �te„_ °'a_v _ I-..,��.gllt+�m,..'i1�}, ,�. � _ ___. '� '_ -•' f �'3,r :=� .,t'`ti'1 y' IE1 ,, _ - _.� - :�r _�. _. car' _” _ -_ ,_, �.. -��i .. 'S::• .S" Eti=-k .- _.:,G_.--.. .. .. i�j .� _ :'_� _ �, `\ r; "_. fes' } f P / - _ . �,} 1 ", ',s„1�r. •. .t,!r.; ., 1_� �.''+I,i.-.. •�7` - „°"ate' � C��"it. ” •,. - -�. _- i �' ri- "L. .'' _� - >. ., r. -.__ _-r1.. ___-r -= ALL. :v n.. ,.,. ;:.� E J 4. -Yrr: :L•1 y-. -moi- _ -_. , a qpdrY�f a� .-,_,b., d. 11 �`.,, .1,� { a. L$ �-F +-,3'.,uVr� gs,a µ Y - --- - ♦` .+5.. _ - - ._ �"- - - .. 'r. ,�. - ` �, .�.. ._ : '. � s. _ � --i. i,�. -J- - ' .:. - :,- s. I ,... _ -.-,`r 1 a .G •:..i` !.; y q i Nr; "+S als. 1, ,. �•. .- ri � .,�. � : � � �•° J.. .� �■. J.. mac,. JIY; : -- I -� i e II �i - '-' 4 � .� -� � :-., _r• .i �'�. �' �.,� �: �•-" � .arm_ .. __,. ...ffs _ # � yip., -v. �. �r E'- ,� _ 'r v.^;+ v_ _ E, „:�. ._ .r., � �_. " rs ... •, - - it z .:b J =:-'- - {r . ,- 1,-..,r,�, 7 -7__ I - , >�y> �"`' - , : tom•- . dw f � � ' -- J- i .-. J. J. � :� ,.• ,. _ _ � ... -:. .- r .-'• .. _ , .I„ n . ,. �. - _,• ..nom r— � �. _ fi i _ ..� i.� ,�„ `i _ ate° ri. .-'+• -- - ika - � - -alb . n� ,>i.:,. �.. - "! 3 _ rY , 'y '/� y 4 n�'��'a_4 �. '� � ,�-�� isrl +'° : .. ,.. - ...____ �_ �' ♦ -.. .F 4a -�^ �, -' ° � _,¢ ".'S:- I '_� ' �. , ,.,. `rr �. :. ",,-`� �• _y `_';';'- { rcU� • r _ ' r - , ,l AK.F>•.. „ e,G�'i`� i �'� - _ .' -y • _,eg�'�'' ...: - :.-' � r�- - - a � `'� ` _ } � �� rye 9r ' :.y. ".. - 1 .+i i .•�a# F r,• ., 'L. >,r +-r; i. .:� � - r. -`.- ..� - - :,a � `'1G•. �� - ", " ", '�` .. •� 7 � +41 k•' -„,.7/ 'ME 11 l t a� r.� . _:€,o -- _ _ - ` � - � - � - _. y ,, `• - .;t` � - �'” ,t. •., " � x -�' L r 'i c � - ?!,x n^R y,:a•..,�p. p f Ian' - .— _. i t ,a._low G , .°3 _ r ~AFyyy:, �.. r l `•`ds , 4 1 �'� '+, - � .. .rte_ �,,:.� 1 {! el :i d .'•!�'jG 4 _ I....t,riN S VIM ills' 90 Mi Mir , -.e#E ••i ;ij A�G !3� "y�%. r- M ,11 4 • 'J. '•.�. . 1 F V , , , -_. .j'y �' , , I i��w r r_ j 1 r. , �k � ,:t 5j� � • - - , . ■ L L ` r aL,•, r .ts 1 a.'•%ti4-., _ 1 -� `G:, �I •r '4 a is ` 6, .: � d; ... , .: .. <. ..- . �. 'i[. ' + •y ^-` ±b - _ — „ 'flr+,t r < +, i. w ,.. _ :, , , L + t h ., .. .. v,. � _.,, Y.b-. a "#t"}�. _, '. .. ! � • �� }}��,,{ ,I ,I _ _ _ _ I II ,. - y,.. :.F.. a A. , •.:. "L, � , ':.- .� , •`. _ --• .. ,- 1 •.. _ tom" ,.•a, - _ .. ,. 9: ti •3, �.-r - _ .. � 'F�• , f,.. � r. _ .b ,i. ,.. ,. e,_r. 1` s , f ,k,. y� , . . ,t .. e• ♦, i .. , I W r ... , .G. , -C . r. .'. �y} i° l ypEy l " r s. � , ,' V y :T, : -{ .. .pd " ,,;�r-• 314 a , .. ',. ' ° `'�' T. : ' +ti a� . .' ; '� .:.. 'F *' ti '� :• + , ' , t 'r- " - , +,, ., : ', •- , „,'�e t - .. - .. w '4' - , r.<r•.:.1,rk �yp,y. '�'i. t. F +, r.:. . _ _ - • w + L I ", A. , ^' - - , �. - I � 5 .... ,. - f .. .S'. , t J ♦.e:. ,: . .y Iyer.' 'f' °a ••, Y, F"1' j alr w .. .I. _, � .• 1 _ : .. ,.$.... :'..: gra• •• +..r bt - ]... i,-!?t>>�S. , i , N ', .. r Y '. � 4 ,�., . M1:. I F , .. •. ,, �` _ I T"•:. _t, , ,,i }I� ,t+�:. '- 1. - l • 4 , , 4:1 1 , ' f , : �I ll r + , . •� »• > _ '. . , _ .., .. a - a , " ., . r : � s:.:« '� • d' 'fir ' i, xa• .y_ k . �-;r,:._ , . 1! I I • • + _ w '.. , -�.; �„. :. :*. � {. _ ,"• 'fir �,� _ -�,.,• t 7,, AF ,r r, • I - ,:, - - a,r v . Y.!` f .. ,i. .. ,, ',� ., .` •":0 °L' 4.16 „ J � _ J. o I�"•e. a t." `.r - h�' '� ^ ,. II : .+.° ♦,`. � .. ,+ �< : ._- - - - ` , .. Ili j�' f z"�F a9T _ x G CC „ .. G�.r,o '- •.. .',.- _.,. ' I_„ ,.4,- _ . - tib. r. w �:: reE" ;x AV : `i ,.. :: - - -,.—•_--t- .: .moi \ •. i , .-; .:,: .,;. h -:! - ... I,o f•r J ,, -, .••�-.'moi 3 . ., 4. ; r \ �., I �^'�° , 1 A \ a , I � r w ,k • :. „y,�•+,� y ,.. r ,- r .. .. '; ,'r:.• ?I - _" E , k4., ,. i Ah. 'LI:, 5� �'.t° ,} ” °� � � - II J. t. �' _-: �'�' s , !. i,., .. 9r .+AFi r,,,-. - .1 i ,•; .` �, '1 _ :0. y, t On M IMUI - I -F--u �= ung�2z F2)� M Doe�F 09 MKIWi ong D(DnOq?ogma 03 p0an D� �JG�C�G[r��[r�OfUJ rf ild �aG�a�JG �a�JOC]� ii /s [Pi �L j103 LOT 11 BLOCK 2 DCS 9UQ5)9ong puan 07 m2dmgong DPMEgga CaF(Ng mgp me D1TDaonagcN [ma[p DED mi?ooQa DSO �a�c�� aid �a�o�a�� SG�MG rC� p0a� DM Dopy Q� mg)M�3UFg]k(N DcNC�aoDa REM Dr,�,ff. aD-� ManoQauQV 8(�)MgOGa Do�aoO� on -4 mmrt �(m paeong Da*aoDa ESjDII6 S-3torwillU DrMinN One taiIME ES�--orm DrM nN DMtaiIOR SD -8 Embedment Details CQm [=]_p C�1�D�400f�7 =ffo L=- mTidMPX�fA�mlU��I�L= pF(�)pg)F() ] [�?oF Doop(�)ca 9M9 Do9np9My Tgff(m mFg)mn m� f�(N(Neq mmm (N 949) lsngon(�)(�)F [pg)e &(�)e�(N o Dg)eom 0 D1iQg&(Nq Dnc�o Q�QQ HoFcom mmae(�) TTDD [ O?mF v�]i �9=o aT D�ao��q C3 TE5gDQ D12DE9Fg)cB 0 9)Un(�)0 (�)'yq pDH0 �oc�a�oo� SCALE: 1"=2000' CapQ�l� g ggg� OF 2� 1! !f '•: / �• •JAMES A. •RILEY �• • • •73231• ! ssjo 04/19/2021 mCQp DU IJ LJ Mr RE LI UM B ER00 C19015 O N U O 1 m W ry Q D C� C� SLLAND, L.P. 5.2.2 92 ACRES INSTRUMENT #D205049242, P.R.T.0 T. .0 .T. / ZONED: — LUD=TOWN CENTER V $ TRACT 2A05 /SDMH SSMH -� E rim -635.69 rim -637.83G G G G 7,9,�X �, �' �— G FQ G G G G G G FL (NW)=626.5± C \ A IH Fx Cone. CuIt StreP.t W/ \ urb & Gutter 4" PVC PIPE (53.5' R.O. W-) n k�� 10 �p o�J Sp�b, U `.e C °j6t ,y �'o / k'1``.°�0 / EX 8° t �� h kk0,y� kh k� �k5�ti �� \ �1 M 645.19 A A� ° �� k�� FL ( s405± \ SIN. BLDG. S TRACK _ — — — — / X 0645 6_gS DG. SETBACK / o / �— q,`' i �� —� \ �,°o oo PIP G \ x6"' �°, INLET 6°ti ' i x� // / X xF / m U RU' U 0 a o U0S• �+ cd 0 �i ctl mom ca_P"'x A w U W. O O O N PG 0 U O 0 0 0 � rA C\2•� N ,� O +5 •F, C\2 W (Z O co �O+ ed OE, EAST_ 112 5' I I I I LO 0 N co la I- Q Co vz� Do Y � U N 0 d Q °- I � N o00 CIDz O J Q0 0 I I LEGEND — EXISTING CURB — __ .__ = __ — EXISTING STORM SEWER — EXISTING WATER — EXISTING SANITARY SEWER OF I, do • � ,/ of� JAMESA: Wlclf 04/19/2021 CITY CASE NUMBER ZA21-0025 r' 0 40 80 120 GRAPHIC SCALE 1 "= 40' Location Map SCALE: 1"=2000' GENERAL NOTES 1) Notify affected utility companies before starting work and comply with their requirements. 2) Owner assumes no responsibility for actual condition of areas to be demolished. 3) Perform work in manner to eliminate hazards to persons or property and avoid interference with adjacent areas, utilities and structures. 4) Provide and maintain temporary barricades, fences, warning signs, guardrails and warning lights to protect workmen and the public. 5) Protect existing structures, landscaping materials, and appurtenances which are not being demolished. 6) Contractor to be responsible for all required permits. 7) Cease demolition operations immediately if adjacent structures appear to be in danger. Conduct safety operations as necessary. Do not resume demolition operations until directed. 8) Return surfaces to existing conditions prior to commencement of selective demolition work. (provide positive drainage) 9) All materials removed shall be disposed of offsite in a legal manner. 10) The Contractor will be responsible for coordinating with all the appropriate utility companies for the location of all utilities within the construction area. 11) Refer to Landscape Plan for verification of any trees to be removed. 12) Oncor Electric conduit in area contact DIG—TESS prior to any construction. BENCHMARKS: BM ST 52—BRASS CAP IN CONC. AT STA. 390+12.58; 50.52' RT. EAST SOUTHLAKE BLVD. (F.M. 1709) ELEV. = 652.93 BM ST 53—BRASS CAP IN CONC. AT STA. 379+95.25; 50.52' RT EAST SOUTHLAKE BLVD. (F.M. 1709) ELEV. = 626.78 BM ST 55—BRASS CAP IN CONC. AT STA. 14+96.35; 18.68' LT NORTH CARROLL AVENUE ELEV. = 656.80 .ti U rn b m U a�°'O \ .r4 a Cd o r. U • �+ S0 Cd cz 5C_W_'x O O Orn N PG ¢ w U O a140q 0 C\2 •� N O 'F C\1 Cb (Z O Cd �O+ ed \ REMOVE AND RELOCATE \ EXISTING (5) TREES IN ab / SIDEWALK TREE WELLS PER LANDSCAPE /� � SLTS LAND, L.P. ARCHITECT 5.292 ACRES \ INSTRUMENT #D205049242, o- P.R.T.C.T. REMOVE do RELOCATE /DT \ Ste~ LUD ZOONED CENTER \ EXISTING ELECTRIC / — FULL DEPTH SAWCUT — — — — — —? TRACT 2A05 TRANSFORMER / — MATCH EXIST PAVEMENT 3� — \ \ /SDMH SSMH nm=635.69 G rim' =637.83 +G a 0 G G G G G G G G—G G� a FL (NYS--646 5t C \ — FULL DEPTH SAWCUT— FULL DEPTH SAWCUT / sus y°6yyy� 6 ss MATCH EXIST PAVEMENT Conc. curb & cutter ATI CH AH EXIST PAVEMENT 6 c \ \ , s o�` n° A6� 4 • 4" PVC PIP (53.5' R.O.W.) �o $p �' \ o6ssSO 1 6y� a� k 0 _--_-----�06ah % EX 8" p► `'� eF� ti� °y ��iIV V ----- 6 `O \ It M 645.19 \ As�ss, y66, 6y 6 o- / ` 06 _° S $'4 FL ( 40:5f \ REMOVE EXISTING / �*��6yy A6 / _E�T ' F °6 ' /x — —�°� `� S)`s \ CURB do GUTTER lb�/ REMOVE ��rySTING — / \ �` 4 ss \ c\ FULL DEPTH SAWCUT �� \ �613� 636 BLDG. ACK i -7 I Ga _ 1 SR$�t GUAR — ay" MATCH EXIST PAVEMENT kv / 15' MAX. LD EXISTING / / /7- ��° / / 6k6�� —\� \\ \ 4 o�� PI c\ k _ v �^ / x° / •ice / CURdc GU x�k� / / EI��`IE EXISTING X x°°. 6 �E\ /E \ k 6a, REMOVE EXISTING / / / / / / CHAIN LINK FENCEa° / a• oAK / ;;6o i 4 SANI- SWR UNE / / / — — — — — — — N $ k ek c \\ ET / — REMOVE EXISTING k EXISTING TREES, TO BER OGATED � DEPENDING ;ON-- SPECIES -AND / / / / / / / / / CUR do GUTTER _ SDMH 6 : x 8 ELM /HEALTH OF' TREES UNABLE 0 CCESS X X. T ,7,Xp�, EX 4 ®^ X / REMOVE, & RELOCAkIt / / / / / / / \ `C 9E CONTROL EXISTING IRRIGATION �a5/ / / / / REMOVE EXITING �kh °� ` SDM� .9f / 6 � 1� / 5 / / / / / / / \ ELECTRICAL SERVICE \ =638.00 y. F /ELM // / EMOVE EXISTING / o66a6 / / / .- — — -' \ \ \ Ex CP 'r FL 634.41 �� • 2 �� • ,, / / \ REMOVE EXISTIN �X \ 8 ( ., ,,, SALES- FFICE � °,�- / ° k� � / m WOOD DECK / lJi .641 / / \ \ ��. \ k \ \ 6 _ X / / 1 \ CHAIN LINK k\ 60 O ti 6 Ob / TMH / s' / 6'8- �k k V v �k `a� EAST 121.85 — — 9 / REMOVE EXISTING k \ \ N ELM o' / / / CHAIN LINK, FENCE / / _ / / X �k� \ \ e<\ / ,: <°EX 18" H / x X \ \ \ \ yqx\ se �� c6R�° s�ag rssax ?o y / / / CHAIN LIFd� / \ CHAIN LIIaK \ \ eC0 �qCk ° REMOVE EXISTIN / / a m / / / / FENCE/ \ FENCE \ \ \ ` a6 CURB & GUTTER k O k°/ / / / \ COMMON AREA I s � p \ �i' h j / �Okkkti / ° o / / °� — — — — �� ° c a rk \ \ k \ '�? \ 2 "� i F 0v / / / 6 _ g50. 0 � F v y, tip AJ _ FULL DEPTH SAWCUT � 6 � 6� �/ % x �- �� x / x �� x _ _ x X � x x �\x X x �-- X\c \ x sa \ F / / k // / R6MOVE EXISTING / / v k V ss x MATCH EXIST PAVEMENT / \ Q SIDE / / _ _ \ 6k A1R'� 8" AK 6" AK / 6" K / 6" OAK �.. �K 5 jAK 6. 0 K / — 651— \ \ �, \ \ \ \ 6`A, sem. \ \ \ \ vrO REMOVE EXISTING REMOVE EXISTIN J �15 MA> TBAC BARRIER FREE6�9/ / oK s • ° /"�/.L 0 3. I GN ' / ;:��, ° by° e ^ \ \ i \ \ RAMP �� j / �c , REMOVE EXISTING e \ \ CURB & TTER x ° I v`6 v / k n a_ ra_ >' 6y s. ti v \ \ \ 9 LL DEPTH SAWCUT ° mIDCPAVERS XRT o A 32R (v' / / / k• ro e 6 5 c ^ S �, F �- A I) 642 �, //R�//F he's ��n �- k° f „ hh �'`: �y6� y`' 6y0°`Xo � \ �, x o-0 o V A I I� L5'"� h 6 x \ X `� \ � a MATCH EXIST PAVEM ADJUST RIM TO °i 6 h6 �� k / f a N45 00 00 W — 14.1 6 REMOVE dG RELOCATE \ � \ I j — MATCH PROP �k // 0 ° D=30 00 00 kti > , ey 6y 6y yIN,\ ® Q ° I ��. / lb �b%'OA, kP 6d e ti^� f 6 by' EXISTING IRRIGATION I" o Q GRADE /`� a //ry /°� k�ti �°kxX k L=52.36 fII!,�. .��+ k9 y9 60 e`' \ \ O I Y / o �, 9638 / 6�6 1 °i )c R=100.00 �� C�'�!'6y'6 6 6 CONTROL VALVE \ \ -6SDM�\\ \ I O c66a �Q_' I 31R �<v ,�o �V Oho ,�� /�� / r ( I ° >. BULL DEPTH SAWCUT a % I N CH=N75 00'00"W ° kk)< y`6 ey \ \ FIL (E sao.7t O F, Q , JMATCH EXIST PAVEM� — \CL 0 \ \ J \ 6 CL=51.76 @••rk� /'` 5' MAX.BLD_G.. SETBACB—_ O `L \ \ `l' U' o'er �° \ row qF ®�'1 ' D 24' - ° ° ° k h-.--'�<•�� A47. // 60*00 yu1� ° / _ e�E j 6 — — —/48' — �H`� L = �� fQ l <c 2 9. 1' � — � o— -a — �` ,� Y LIsOo _ �LTSTD - `z ° ° \ e°o LTSTD\ �° Dry fess ., 0- y, I / O O O y 6 G 1 1y 6y° ,t poi. , A iFk 6 6'9y E 09 1 ti D=3 '00 00 =_ REM VE AND 6y - - - \ s44, I 3081 Du' ik' 2 BENCH MA EXISTING BARRIEtt FREE �.• y a ti `�F '� y o ��a R 6` ` 6 °` a 6 ,� a c '! $ O t6 s n J 0 °' P e 0y y61 OSS A6' k0 p. E•ryA ry 6 ` \ % y Ory0�0 SO g 6 x <° 0 6G Al y p'� of h X64 640.58 L-5 .53 y y y' 1' i ^ TREET ` 0 6 O ESO o / a G 6 6i66p L ! f y° y° y°' 65 y ,9 , aA ° N]2 aw° by y 9e \ s��s —X I ti �`- tee---�T R=96.50 _EX 8" SS RAMPS ^ w 6 66 ti 6/ q.0 "`'O. A 'S P try �.,�u--o—ryx— e As halt Street W . f a y 0 \ '.• y�.' Conc. Curb & Gutter yp• A bp9' /, — CH=N75 0 00 W y a sH \ 6 5, R.o.W> 6 — = I � f I I 6 rim -650.8 — / (/ I ; CL= 9.9. I 8" WTR I — I I I F (W)=645.4 EX 8" WTR OI / / I I i XXXXX #/,,// IIII IIIII 29 R1 1--- / 15 .BLDG. SETBA I ABLDG. S CK Q X. / Q �} / Vol", } I I i i 28R1Nei � 4/ 1 2 3 4 5 6 7 8 9 10 11 12 I (nl I 1 2 3 4 5 6 7 -- 8- 9 ' I 1J Nl I --- -- ---� r----, r----� r---- k----, r----� r----, r---- �- ----, r ----i i--------� r----� / r--------� I I I.m 1 1 J GENERAL NOTES 1) Notify affected utility companies before starting work and comply with their requirements. 2) Owner assumes no responsibility for actual condition of areas to be demolished. 3) Perform work in manner to eliminate hazards to persons or property and avoid interference with adjacent areas, utilities and structures. 4) Provide and maintain temporary barricades, fences, warning signs, guardrails and warning lights to protect workmen and the public. 5) Protect existing structures, landscaping materials, and appurtenances which are not being demolished. 6) Contractor to be responsible for all required permits. 7) Cease demolition operations immediately if adjacent structures appear to be in danger. Conduct safety operations as necessary. Do not resume demolition operations until directed. 8) Return surfaces to existing conditions prior to commencement of selective demolition work. (provide positive drainage) 9) All materials removed shall be disposed of offsite in a legal manner. 10) The Contractor will be responsible for coordinating with all the appropriate utility companies for the location of all utilities within the construction area. 11) Refer to Landscape Plan for verification of any trees to be removed. 12) Oncor Electric conduit in area contact DIG—TESS prior to any construction. OF T'll 1 JAMES X. •RILEY 04/19/2021 CITY CASE NUMBER ZA21-0025 r' 0 40 80 120 GRAPHIC SCALE 1 "= 40' Location Map SCALE: 1"=2000' LEGEND — EXISTING CURB =========== == — EXISTING STORM SEWER E G — EXISTING WATER — EXISTING SANITARY SEWER — SAWCUT — ELECTRIC CONDUIT (PER DIGTESS) — GAS MAIN (PER DIGTESS) — PROPERTY LINE — EXISTING PAVEMENT TO BE REMOVED BENCHMARKS: BM ST 52—BRASS CAP IN CONC. AT STA. 390+12.58; 50.52' RT. EAST SOUTHLAKE BLVD. (F.M. 1709) ELEV. = 652.93 BM ST 53—BRASS CAP IN CONC. AT STA. 379+95.25; 50.52' RT EAST SOUTHLAKE BLVD. (F.M. 1709) ELEV. = 626.78 BM ST 55—BRASS CAP IN CONC. AT STA. 14+96.35; 18.68' LT NORTH CARROLL AVENUE ELEV. = 656.80 m U >— RU' N F0, a a— '0 U 5 cd 0 mom 5cj A w U P, O 0 O 0 PG —0 U O 0 0 0 � rA C\2•� N ,� O +5 •F, CU W (Z 0 co �O+ ed P, OE, PROP SWITCH GEAR N /SDMH SSMH 7.83 78 rim=635.69 G FIG,63l`5�±G — goo, M FL (NW)=626.5f PROP PUBLIC --A sss SILICONE SEALING COMPOUND 1/4" MAX AX. GROOVE. 1. r, FIRST POUR SECOND POUR -#3 BARS 18" O.C.E.W. LAP BARS 30" DIA. & TIE CONSTRUCTION JOINT N.T.S. PRIVATE IMPROVEMENTS SAWCUT FULL DEPTH & CURB & GUTTER 30" LUBRICATED SMOOTH NO. 6 DOWEL BAR TOP 1/4" NO VERTICAL SA SEALING COMPOUND CUT 3 8" MIN. SILICONE SEALING COMPOUND 1.5" PROPOSED PAVEMENTS ' EXISTING PAVEMENT L 1'-3" MIN. DOWEL SPACED ON ONE (1) FOOT CENTER TO CENTER, 6 INCHES OFF TIE BARS. NOTE: DOWELS AND REINFORCING BARS SHALL BE SUPPORTED BY AN APPROVED DEVICE. LONGITUDINAL BUTT JOINT N.T.S. PRIVATE IMPROVEMENTS NOTES: 1. NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT THICKNESS. 2. LONGITUDINAL BUT CONSTRUCTION MAY BE UTILIZED IN PLACE OF LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION. 3. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL RIG. 4. DRILLED BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO GREEN CONCRETE NOT ACCEPTABLE. SLTS LAND, L.P. 5.292 ACRES INSTRUMENT #D205049242, P.R.T.C.T. ZONED: DT LUD=TOWN CENTER -FULL DEPTH SAWCUT ? TRACT 2AO5 MATCH EXIST PAVEMENT G G G G G G—�G G� � c � Ex Asohal�Pet W/ Conc. curb & Gutter FULL DEPTH SAWCUT tFk c\\ (53.5' P. o. w.) MATCH EXIST PAVFIM:NT c s" wrR I i � i I �-- � � t�M 45 19 � -- -- -- -- ®\_ $,�._ \ FL 1L1ib 40.5± 30" NO. 6 SMOOTH DOWEL 16" DOWEL COATING 2' MIN. SILICONE SEALING COMPOUND 3J4 1 1/4" MIN. CLEARANCE 412' N 11" DOWEL SLEEVE (CLOSED END) ~ TO FIT DOWEL AND BE ` SECCURED TO BE INSTALLED C. #3 BARS @ 18" O.C. REDWOOD EXPANSION JOINT FILLER NOTE: DOWELS AND REINFORCING BARS SHALL BE SUPPORTED BY AN APPROVED DEVICE. EXPANSION JOINT (60' O.C.E.W. — MAX) N.T.S. PRIVATE IMPROVEMENTS VERTICAL SAW CUT 1/8" TO 3/16" WIDE SILICONE SEALING COMPOUND \ 1 1/2" — #3 BARS @ 18" O.C.E.W. SAWED DUMMY (CONTROL) JOINT (15' O.C.E.W. — MAX) N.T.S. PRIVATE IMPROVEMENTS 2" Asphalt Pvmt Surface Course - 4" Asphalt Pvmt Binder Course—, 6" Subgrade-" (See Geotechnical Report) JLL DEPTH SAWCUT ATCH EXIST PAVEMENT S�p EAST_ 112 5' _ t 0C X r' 0 40 80 120 GRAPHIC SCALE 1 "= 40' Location Map SCALE: 1"=2000' LEGEND — EXISTING CURB — EXISTING STORM SEWER — EXISTING WATER — EXISTING SANITARY SEWER ------ — SAWCUT — PROPERTY LINE — LOT LINE — 6" 3600 psi Concrete Pavement W/ #3 0 18" O.C.E.W. over 6" scarified and recompacted subgrade — 4" Concrete Pavement — 3000 psi CONC 24" 6" W/ #3 0 18" O.C.E.W. 3,. 3/$„R f — Proposed Trail 1:3 BATTER\j,* (Refer to Landscape Plan for Material) 1 1 /2"R �` 36 o Ps' GONG GENERAL NOTES 77 1. All materials and construction shall conform to the 3—#4 (CONT.) City of Southlake Plans and Specifications, except as noted herein and approved by the City. 6" ASPHALT PVMT Wf 30" CONC CURB & GUTTER *EXPANSION JOINTS (PREMOLDED ASPHALTIC BOARD) ON 40' CENTERS (MAX.), NTS CONTROL JOINTS EVERY 10'. NOTE: REFER TO DEMOLITION PLAN FOR REMOVAL OF EXISTING CURBS AND STRIPING Notes: 1. ALL ADA ACCESSIBLE ROUTES SHALL HAVE MAXIMUM 2% CROSS SLOPES AND MAXIMUM 5% LONGITUDINAL SLOPE. (OUTSIDE OF THE PARKING AREA). 2. ALL HANDICAP PARKING AND ACCESS AISLES ASSOCIATED WITH THE PARKING AREA SHALL HAVE A MAXIMUM SLOPE OF 2% IN ALL DIRECTIONS. 3. PRIOR TO PLACING PAVEMENT, THE CONTRACTOR SHALL PROVIDE WRITTEN VERIFICATION TO THE ENGINEER THAT ALL GRADES IN ADA ACCESSIBLE AREAS HAVE BEEN CHECKED AND THAT THEY MEET THE CRITERIA SET FORTH IN NOTES 1 & 2. OF I, do • � ,/ of� JAMESA: Wlclf 04/19/2021 CITY CASE NUMBER ZA21-0025 2. Contractor shall revegetate all disturbed areas. 3. All paving and earthwork operations shall conform to the recommendations in the Geotechnical Report. BENCHMARKS: BM ST 52—BRASS CAP IN CONC. AT STA. 390+12.58; 50.52' RT. EAST SOUTHLAKE BLVD. (F.M. 1709) ELEV. = 652.93 BM ST 53—BRASS CAP IN CONC. AT STA. 379+95.25; 50.52' RT EAST SOUTHLAKE BLVD. (F.M. 1709) ELEV. = 626.78 BM ST 55—BRASS CAP IN CONC. AT STA. 14+96.35; 18.68' LT NORTH CARROLL AVENUE ELEV. = 656.80 y o m a F yy G a'5ya X05 kdo6 ram 4 d\ P" v4 a �yAv q M 0 \0a� so„ imago M b 0 q 0 0 m G m N tlY0O CMS m6Cp ako v00 f� flfl (�.5x c PIP C \ CACT 191 A5' / 0 40 80 120 GRAPHIC SCALE 1"=40' Nath Site PCP Location Map SCALE: 1"=2000' LEGEND — EXISTING CURB — EXISTING STORM SEWER EXISTING WATER EXISTING SANITARY SEWER ------ — SAWCUT — PROPERTY LINE — — — LOT LINE GENERAL NOTES 1. All materials and construction shall conform to the City of Southlake Plans and Specifications, except as noted herein and approved by the City. 2. Contractor shall revegetate all disturbed areas. 3. All paving and earthwork operations shall conform to the recommendations in the Geotechnical Report. BENCHMARKS: BM ST 52—BRASS CAP IN CONC. AT STA. 390+12.58; 50.52' RT. EAST SOUTHLAKE BLVD. (F.M. 1709) ELEV. = 652.93 BM ST 53—BRASS CAP IN CONC. AT STA. 379+95.25; 50.52' RT. EAST SOUTHLAKE BLVD. (F.M. 1709) ELEV. = 626.78 BM ST 55—BRASS CAP IN CONC. AT STA. 14+96.35; 18.68' LT. NORTH CARROLL AVENUE ELEV. = 656.80 `%�UNDERGROUND GARAGE LAYOUT OF ?, r�9o, SOUTHLAKE TOWN SQUARE LOT I, BLOCK 20 JAMES .. R... 1. 73231 ';w4 CITY OF SOUTHLAKE. TEXAS r�°9v0 Q BROCKETTE • DAVIS • DRAKE, INC. consulting engineers 04/19/2021 Civil & Structural Engineering • Surveying 4144 North Central Expressway, Suite 1100 • Dallas, Texas 75204 ( 214 ) 824-3647 • fax ( 214 ) 8247064 DESIGNED DRAWN DATE SCALE NOTES FILE NO. " CITY CASE NUMBER ZA21-0025 JAR DJR 04/19/21 1"=40' BDD ctsols C05 m U RU' U 0 a o U • �+ S~ Sctl cd cz mom 5cj A w U O O O N PG w U O I�40q 0 � rA C\2•� ,� N O +5 •F, C\2 W (Z O co �O+ ed OE, - /-PROP SWITCH GEAR bLI] LANU, L.Y. 5.292 ACRES INSTRUMENT #0205049242, P.R.T.C.T. ZONED: DT LUD=TOWN CENTER TRACT 2A05 G�\ 1--, \ MH 64519 \ FL ( 40,5± \ S)-6 5�$ �\ PIP C _ EASI EX 1 OF I, dI • �,/ of� JAMESA: WILEY 04/19/2021 CITY CASE NUMBER ZA21-0025 r' 0 40 80 120 GRAPHIC SCALE 1 "= 40' Location Map SCALE: 1"=2000' LEGEND ---630--- EXISTING CONTOURS 51 1 PROPOSED CONTOURS 49.85 PROPOSED SPOT ELEVATION 0 DIRECTION OF FLOW — — — — — — — SAWCUT (MATCH EXISTING) PROPERTY LINE — LOT LINE NOTE: REFER TO DEMOLITION PLAN FOR REMOVAL OF EXISTING CURBS AND STRIPING GRADING NOTES 1. All materials and construction shall conform to the City of Southlake Plans and Specifications, except as noted herein and approved by the City. 2. Contractor shall revegetate all disturbed areas. 3. All paving and earthwork operations shall conform to the recommendations in the Geotechnical Report. Notes: 1. ALL ADA ACCESSIBLE ROUTES SHALL HAVE MAXIMUM 2% CROSS SLOPES AND MAXIMUM 5% LONGITUDINAL SLOPE. (OUTSIDE OF THE PARKING AREA). 2. ALL HANDICAP PARKING AND ACCESS AISLES ASSOCIATED WITH THE PARKING AREA SHALL HAVE A MAXIMUM SLOPE OF 2% IN ALL DIRECTIONS. 3. PRIOR TO PLACING PAVEMENT, THE CONTRACTOR SHALL PROVIDE WRITTEN VERIFICATION TO THE ENGINEER THAT ALL GRADES IN ADA ACCESSIBLE AREAS HAVE BEEN CHECKED AND THAT THEY MEET THE CRITERIA SET FORTH IN NOTES 1 & 2. BENCHMARKS: BM ST 52—BRASS CAP IN CONC. AT STA. 390+12.58; 50.52' RT. EAST SOUTHLAKE BLVD. (F.M. 1709) ELEV. = 652.93 BM ST 53—BRASS CAP IN CONC. AT STA. 379+95.25; 50.52' RT EAST SOUTHLAKE BLVD. (F.M. 1709) ELEV. = 626.78 BM ST 55—BRASS CAP IN CONC. AT STA. 14+96.35; 18.68' LT NORTH CARROLL AVENUE ELEV. = 656.80 \ / FL. OUT- / � S60 00 00 E INSTRUMENT #D205049242, P. R. T. C. T. \ \ SANSWRMH / 6.50 ZONED. DT \\ LUD=TOWN CENTER FL. IN=623.51 \\ FL. IN=623.51 FL. OUT -623.39 CIRF 5/8 - - FL. OUT=632.06 - - - - - - - - - g 5 CAPPED \\ \\ \ \\\ \\ SANSWRMH \ \\\ \ \\\\ BOG IN=629.93/ $ FL. OUT=6.33 PARK RIDGE BOULEVARD L. IN=6 .7 FL. OUT=626.30 \\ OUT 629 6 / erCF - - \ VA V A VA \ sss s (53.5' R.O.W. - - era FL. OUT- 64U.1� \ \ \\\\ \\ \ / CO�� w concre c L =630 ..94 / ,LET o \ / \ and gutter- EX 8" WTR CIRF 5 ` r. , \ / / p. /.,. 645 - 8 F )U 34.E 5MIAJ G. SETBACK _ - 6q.6 G 110- T- - 15' X. BLDG. SET CK G \\\ \\ \ \ \ \\ \ \\\ \\\ TV ED MAR �Co <c� A-�\VA� �� ' �� <' /�' / � /7 �/ �,,lll� _ � s � 6,,•0� ,�-8 �\ v�i�O:RyH OX S�� TRANS Ute% \ L. =626.3 Qf ,�� I FI_. OUT=635.53 \� 1FL. IN=635.58 \ dy \ 63 \= FL.FF �-c X40 2 <v'Q Q,� o Q0). ry / V /-.y i X-� J � 1 T A" F-FCI F IN=631.64 / L IN=631.5 e C F .OUT=631.1 < - // c F 637.70 ® 0 • �.� _` 3 I� ILLI ■ ® ® �� I _ ��Ili = _--_irr _-. � ■ ■ � � I�Ir III■ ' ' ■■ � ►,�� 0 1111` � ILS! e � � :. e © a ® �■�■ �■ ® ® I 111 :� � ■ - � BLDG SETBACK ��► it 1 -- - - -- _ _ _ 99 11 I AX�DG. S CK FF FF FF FF FF FF Q FF FF FF FF / 648.00 649.0 65b.50 651.60 652.48 K 653.20 653.20 653.2 T 653.00 653.00 653.5 a/�O----�------------� / ° F---- I _----�---,---- ----� r----�---- Q� - II II L. IN=636.8 <vFF / FL. IN=635.8 //�'/' FL. w=635. (R / 6 45 5 B I I 0 \ FL. OUT=635 �j ,-7<Lr W 1 j/ ii I i i iI a' --------- 1 --- II ---- 1 =J = 1 =_- 1 ==_- 1 ==_- = ---- I--JL----J --J --J --J --J --J nlet �- --- / FL. / X29.56'1 R=10.00' L=5.23' CH=N749'1 "W / CL=5!1 / II I F - BENCHMARK EL= 6 6.231 ti U rn -0 m U 04 Cd � r:l .r4 aId o H Q U 5 73 rn 5C-W-Px A w U �. O O O 0 p, rn 0 U � 0 0 0 62 N C' C\2 W z o s`°. o ed IJ I I I I I I Tc (Mins) O 1 -- - - -- _ _ _ 99 11 I AX�DG. S CK FF FF FF FF FF FF Q FF FF FF FF / 648.00 649.0 65b.50 651.60 652.48 K 653.20 653.20 653.2 T 653.00 653.00 653.5 a/�O----�------------� / ° F---- I _----�---,---- ----� r----�---- Q� - II II L. IN=636.8 <vFF / FL. IN=635.8 //�'/' FL. w=635. (R / 6 45 5 B I I 0 \ FL. OUT=635 �j ,-7<Lr W 1 j/ ii I i i iI a' --------- 1 --- II ---- 1 =J = 1 =_- 1 ==_- 1 ==_- = ---- I--JL----J --J --J --J --J --J nlet �- --- / FL. / X29.56'1 R=10.00' L=5.23' CH=N749'1 "W / CL=5!1 / II I F - BENCHMARK EL= 6 6.231 ti U rn -0 m U 04 Cd � r:l .r4 aId o H Q U 5 73 rn 5C-W-Px A w U �. O O O 0 p, rn 0 U � 0 0 0 62 N C' C\2 W z o s`°. o ed IJ I I I I I I Tc (Mins) I I I I I I A (Acres) 63 �77-a " SS ss x 1 5th_ X ❑TE PED G �� - G o� G -`�� o co oCoG e�T. G G co GC G G CC SA MH77777/- -� I RIW Bc Elv1ER�� ( GCESS / F . -64 7 DBAIbAG TILLLY_EA EMENLT E (STING BUILD( G FLJNI_ 6 4L- 17 CABINET A, SLIDE 10873, R.P R.D.C.T. 10' MAX. BLDG. SETBACK FL. IN=645.9 FL. 7=649.32 13L / /// �33S�tS3Si��S3�L��S3�I��SS3X�CLS3�ICt SQ3 ' 1�II �I ISex I C I Q Cvc S33�CCZ � 11 30 FC T' Nl A tl INS .NO. D204382073 H / INS . NO. D205346088 N D.R.T.C.T. LI ZONED: DTI I I I I I IINLET 0 1 L D -TOWN CENTER 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 I „ I I I I EI<ISTING BUILDING I I I I I I I� N 15' M X. BLD,G/. SETBACK �' • S / x 5' EX 8" WTR MAIN STREET - - - - - - � (59' R.O.W.) - - - - - ex concrete LOT 1, BLOCK 22 SOUTHLAKE TOWN SQUARE ADDITION CITY OF SOUTHLAKE DRAINAGE AREA CHART AREA No. Tc (Mins) C 1100 A (Acres) I (cfs) REMARKS A 10 0.90 9.24 0.17 1.4 SHEET FLOW TO CENTRAL AVENUE B 1 10 0.90 9.24 0.29 1 2.4 TO EXISTING INLET B C 10 0.90 9.24 0.74 6.2 TO PROPOSED INLET "A" D 10 0.90 9.24 0.22 1.8 TO PROPOSED INLET "A-1" E 10 0.50 9.24 0.98 4.5 SHEET FLOW TO CENTRAL AVENUE F 10 0.50 9.24 0.82 3.8 TO EXISTING INLET F G 10 0.65 9.24 1.50 9.0 TO EXISTING INLET G H 10 0.90 9.24 0.18 1.5 TO PROPOSED INLET "C-1" 1 10 0.90 9.24 0.55 4.6 ITO PROPOSED INLET "C" J 10 10.90 9.24 0.17 1.4 TO EXISTING INLET J K 10 0.90 9.24 0.71 5.9 TO EXISTING INLET K L 10 0.90 9.24 0.46 3.9 TO PROPOSED INLET "B-1 M 10 0.90 9.24 0.03 0.3 SHEET FLOW TO EXISTING CHANNEL N 10 0.90 9.24 0.31 2.6 TO EXISTING INLET N 0 10 0.90 9.24 0.23 1.9 TO EXISTING INLET 0 Tr--DRAINAGE AREA DESIGNATION DRAINAGE CRITERIA Q = C I A C = 0.90 hoo = 9.24 in/hr Tc = 10 min. ZONING: DT r- i �i I11 -- �_�-.�L,..,1•iiIY1Tl�i■--�r-�r-�r-7r-��-�r�r-,:�--ter-- -��-- �r-i■��■1� ;,IDll..l�lri ■ ■ �� - -IMWA W 1 11111 ■ 111111 ��n,� _ 'Its.! �� I�I� 0 � ��I��1 � \I� � �� ;�• I�I� : I®I � • I®I • i■ .�i�'L'! I, 'I h'IIIII ' I • � • ■ ��■i ■■■■■■■■■■■■■■■■■■■�i■■■■■■n■■■■■■i■■i■■��■■■■■■■■i■u■ ®�®®■r A■_ WI VU QDI..I-- « �,� � •�:. I � li�ii� li�ia■1 I IIII�� iil �i�.., � .��i� II i �� i i Ili■ , � • , . OFF /iFF FF FF � I■ � -_ �- : .,-� .--= III I 11-, _ II■ � II �■.! II � I1■ III •� �_ a� • IM[IN II■ I �� 11 �� ml� _ - I�■ - � 3:: I r"� - .. Ill � ...�,%I' 1011 _ nii ::M11F i. Well ;• ---��, � �� 1►/ � III . ' F 648.5 • � . •• � _ ,_-..-. - ® I11 � ��/III r, , • • . • .•-- �� I11 �� 111 I�_ I :. ®i■�� ■ :n�ll■�I■ISI - ' J I11 ��■► ISI • -5/8 HWEST • � s ' 17 ,- Ir ' ' •tq--VX-.BLDG. SETBACK • I�� • 1 • ' E> - a Jalwan ex 27" 1-cp• ,- - • t • -ex coni -rete r_ =0 = 4 0 20 40 60 GRAPHIC SCALE 1 "=20' 50 o? �, R North CI`Oere` Project I IN Z Q Site z m z EAST SOLTHLAKE BLVD (F. M. 1709) m Southiske Pop 7,065 0 O J � o o m 3 3 W Q Y Location Map SCALE: 1"=2000' X 5' MIN. BLDG. SETBACK II 1 SETBACK I BENCHMARKS: 15' MAX. BL SETBACK ' 15 MAX. BLDG. SETBACK �� BLOCK 24 I BM ST 52 -BRASS CAP IN CONC. AT STA. 390+12.58; 50.52' RT. c; ,� II „ 12 13 14 15 ,s 17 ,a 19 20 �21 EAST SOUTHLAKE BLVD. F.M. 1709 _ _ _ II ( ) e' �1 I SOUTHLAKE TOWN SQUARE ELEV. = 652.93 I LL 1611PRIVATE & I I I I BROWNSTONES AT TOt SQUARE I I I I EMERGENPY ACCE S, PHASE B I Ln DRAINAGIH & UTILITY CABINETT C T R P SLIDE 11831, P.R.T.C.T. ' EASEMENT, I�ABINET A, I I I I I ` I I I I BM ST 53 -BRASS CAP IN CONC. AT STA. 379+95.25; 50.52 RT. I I SLIDE 10873, .P.R.D. .T. I EAST SOUTHLAKE BLVD. (F.M. 1709) LJI' ELEV = 626 78 LEGEND - - - PROPERTY LINE - - - ADJACENT PROPERTY LINE EXISTING CURB - PROPOSED CURB 45 - PROPOSED CONTOUR EXISTING STORM SEWER G c G - EXISTING GAS LINE - EXISTING WATER LINE - - - - - EXISTING SANITARY SEWER LINE - DRAINAGE AREA DIVIDE - FLOW DIRECTION BM ST 55 -BRASS CAP IN CONC. AT STA. 14+96.35; 18.68' LT. NORTH CARROLL AVENUE ELEV. = 656.80 EXIST DRAINAGE AREA MAP ` Z OF � ' SOUTHLAKE TOWN SQUARE wr�• - ��111 '•� LOT I BLOCK 20 �• •JAMES A. •RILEY %'..•' 73231' '.w�' CITY OF SOUTHLAKE, TEXAS BROCKETTE • DAVIS • DRAKE, INC. �U=)consulting engineers 04/19/2021 Civil & Structural Engineering • Surveying 4144 North Central Expressway, Suite 1100 • Dallas, Texas 75204 ( 214 ) 824-3647 9 fax ( 214 ) 824-7064 DESIGNED DRAWN DATE SCALE NOTES FILE NO. CITY CASE NUMBER ZA21 -0025 JAR DJR 04/19/21 1"=20' BDD C19015 CO SLLAND, L.P. 5.2.2 92 ACRES INSTRUMEP R "D.T5049242, / ZONED: DT LUD=TOWN CENTER \ —? TRACT 2A05 SCIP 8/rim-sDMH 6— G Fi�M 63.s3 }G G G G G G G G G M FL (NW)=626.5± LVD . — — \ — — C.— . (53.5'C6o.w.�tt, Cr 4" PVC PIPE -- 4160 7-1 EX 8"-645.19 \ -'Ir 5)=6 \ DG. SA % 6 PIP G \ \��`�. [iw��/� � / � I I / IIT � . � / / ;- _._ �\ � \\\_ �• ��t � \ �`\ 0 C)• q J ti U rn b m U S. PA 04 Cd �j U • �+ �i � Sctl C', Cd - x A w U Q. O O O N PG 0 U O 0 0 0 C\2•� N ,� O +5 •F, C\2 W (Z O Cd �O+ ed OE, - EAST 121.85" DRAINAGE CRITERIA Drainage Area O Designation Q= C I A C = 0.90 D ,Acres 1100= 11.55 in/hr tc = 10 min. 'Q100 DRAINAGE AREA CHART AREA tc (min) C 1100 (in/hr) A (acres) Q100 (c.f.s.) COMMENTS A 10 0.9 11.55 0.45 4.7 TO PROP 18" RCP B 10 0.9 11.55 0.37 3.8 TO 18" RCP STUBOUT BLDG A C 10 0.9 11.55 0.10 1.0 TO 18" RCP STUBOUT BLDG B D 10 0.9 11.55 0.20 2.1 SHEET FLOW TO MEETING ST E 10 0.9 1 11.55 1 0.48 1 5.0 1 TO PROP 18" RCP �F T�� 1 �I •• • ,/ JAMES A: �RILEY %•�'•-7 • Z7z1• .' 04/19/2021 CITY CASE NUMBER ZA21-0025 r' 0 40 80 120 GRAPHIC SCALE 1 "= 40' Location Map SCALE: 1"=2000' --- 575--- 5-61 LEGEND, EXISTING CONTOUR PROPOSED CONTOUR --+ — FLOW ARROW — EXISTING CURB — PROPOSED CURB — SAWCUT ___________ — EXISTING STORM SEWER ■ ■ ■ ■ ■ ■ — DRAINAGE DIVIDE BENCHMARKS: BM ST 52—BRASS CAP IN CONC. AT STA. 390+12.58; 50.52' RT. EAST SOUTHLAKE BLVD. (F.M. 1709) ELEV. = 652.93 BM ST 53—BRASS CAP IN CONC. AT STA. 379+95.25; 50.52' RT EAST SOUTHLAKE BLVD. (F.M. 1709) ELEV. = 626.78 BM ST 55—BRASS CAP IN CONC. AT STA. 14+96.35; 18.68' LT NORTH CARROLL AVENUE ELEV. = 656.80 SILTS LAND, L.P. 5.292 ACRES STA 0+00.0 LN 'A' INSTRUMENT #D205049242, CONN TO EXIST 18w RCP ZONED: DT / BEGIN 18" RCP LUD TRACT 2AO5�R \ / � � FL 18"=631.9* \ \/fFX/SDM 635.69 SSMH i G G G G G G G G G �$--G G 13011- �•r � 7 G FQ 637.83 G .� RC f N FL (NW) -66226 5- ' --ppLVD. _LINE 'B' _ quo w/ _ Conc. Curb & Gutter 18 RCP On 1.00% $Fk 4" PVC PIPE (53.5' R.O.W_) '9'_ —------------� �., I-- � i I _ I I .-: ®_ m U RU' U 0 a o U • t_+ S~ Sctl cd cz mom 5cj A w U O O O N PG w U O 0 0 0 � rA C\2•� N ,� O +5 •F, C\2 W td O co �O+ ed OE, - Cb BEGIN 18" RCP FL 18"-640.8* H 645.19 � E 4a5- *-, P PIP c2� \� -- EAST 1211.85'. OF T�� 1 dI • �,/ of� JAMESA: WILEY 04/19/2021 CITY CASE NUMBER ZA21-0025 r' 0 40 80 120 GRAPHIC SCALE 1 "= 40' Location Map SCALE: 1"=2000' NOTE: REFER TO DEMOLITION PLAN FOR REMOVAL OF EXISTING CURBS AND STRIPING LEGEND EXISTING STORM SEWER PROPOSED STORM SEWER -------------- SAWCUT (MATCH EXISTING) — — PROPERTY LINE GENERAL NOTES 1. All materials and construction shall conform to the City of Southlake Plans and Specifications, except as noted herein and approved by the City. 2. Contractor shall revegetate all disturbed areas. 3. All paving and earthwork operations shall conform to the recommendations in the Geotechnical Report. BENCHMARKS: BM ST 52 -BRASS CAP IN CONC. AT STA. 390+12.58; 50.52' RT. EAST SOUTHLAKE BLVD. (F.M. 1709) ELEV. = 652.93 BM ST 53 -BRASS CAP IN CONC. AT STA. 379+95.25; 50.52' RT EAST SOUTHLAKE BLVD. (F.M. 1709) ELEV. = 626.78 BM ST 55 -BRASS CAP IN CONC. AT STA. 14+96.35; 18.68' LT NORTH CARROLL AVENUE ELEV. = 656.80 STA 0+00.0 LN 'A' Aa CONN TO EXIST SANI SWR MANHOLE SLTS LAND, LP. ADJUST RIM TO MATCH PROP GRADE 5.292 ACRES PROP RIM=638.25 INSTRUMENT T.0 T. 49242, FL EX 8"out=626.50± z - FL 6"In=627.00 - -$� LUD=TOWN CENTER NTER SG TRACT 2A05 /slots 635.69 G F�MH _ tG G G G G G G G G G G �^ r rim=637.83 \ 13C11- � \RC ( f f! FL (NW) -C6 6 5t C \ _ _ Fx As,hdt Con( Curb &Gutter 4" PVC PIP 0 40 80 120 \\\ � (53.5' R. o. W.) 8'--------------------\\,•Cp �j S EX8" WT \ •� \ ii 645.9 - - - - - \��` S 6 GRAPHIC SCALE 5' MIN. DG. SE ACK` i \ \� P r A. dLUU.: PIP G \ e yo Lai \\ r c ti � 8" � 7North o LINE A' INSTALL• INSTALL: �� s� R Q GRA 6 PVC SS 1-1 METER 1-8 x6 TEE �� on 2.0096(irrigation) 1-8" VALVE \ ' T FX B, �r�cA r - o �•T. IN., -- A I.l _ II 1-8"x4" TEE 1-6" VALVE __c °M\ �rR �`��_\ \` r co -1 3 C b d � ;�� a�°'O 4J fxA ocdM ced Aw"a� �°�°,�' co "' v. A w U �a00 0�� p, 0 U � moo 0 ed CN2 •'. ,� N tm 0 0 41S. .� co a� oa�i p r N @F WATER & SANITARY SEWER NOTES 1. All construction shall be in strict accordance with the standards of the City of Southlake and governed by the North Central Texas Council of Government's Standard Specifications for Public Works Construction latest edition. 2. All materials and workmanship shall conform to the City of Southlake standards where they differ from NCTCOG standards. 3. The Texas Department of Transportation (TxDOT) must approve any work to be done in the state highway right-of-way. An application and appropriate plans must be submitted directly to TxDOT for review. 4. A permit is required to cut a city street or work within the right-of-way. The permit is issued by the Public Works Department. 5. The location of underground facilities indicated on the plans is taken from public records. It is the contractor's responsibility to make arrangements with the owners of such underground facilities prior to working in the area to confirm their exact location and to determine whether any additional facilities other than those shown on the plans may be present. The contractor shall preserve and protect all underground facilities. If existing underground utilities are damaged,. the contractor will be responsible for the cost of repairing the utility. UNDERGROUND FACILITY OWNER TELEPHONE NUMBER Above Net Fiber (214) 869-8352 AT&T (214) 745-2964 AT&T Texas (call DIGTESS) (800) 344-8377 Atmos Energy (817) 359-1313 Charter Communications (817) 822-8745 City of Southlake (817) 748-8082 DIGTESS (Line Locates) (800) 344-8377 Level (3) Communications (877) 366-8344 Oncor Electric Delivery (817) 215-6688 One Source Communications (817) 692-6042 TRI County Electric (817) 431-1541 Verizon Engineering (972) 578-3354 6. Where existing utilities or service lines are cut, broken or damaged, the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction, or better, unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately notify the Engineer at once of any conflicts in grades and alignment. 7. All excavations, trenching and shoring operations shall comply with the requirements of the U.S. Department of Labor, OSHA, "Const. Safety and Health Regulations.", Vol. 29, Subpart P. pg. 128 - 137, and any amendments thereto. 8. Adequate measures shall be taken to prevent erosion. In the event that significant erosion occurs as a result of construction the Contractor shall restore the eroded area to original condition or better. 9. The Contractor shall restore all areas disturbed by construction to original condition or better. Restored areas include, but are not limited to trench backfill, side slopes, fences, culvert pipes, drainage ditches, driveways, private yards and roadways. 10. Any changes needed after construction plans have been released, shall be approved by the City Engineer. These changes must be received in writing from the design engineer. The Director of Public Works shall approve any deviations from state regulations. 11. The contractor shall provide "red lined" marked prints to the Engineer prior to final inspection indicating all construction which deviated from the plans or was constructed in addition to that indicated on the plans. 12. The contractor must field verify existing service locations prior to installing new services. When installing a new water line, all existing services must be connected to the new line. 13. The contractor shall keep records for Record Drawings and shall submit markups to the city inspector prior to scheduling a final walkthrough inspection. 14. Prior to construction, a pre -construction meeting shall be held with representatives from all contractors, the engineer and the City of Southlake. 15. All construction must adhere to the Tree Preservation Ordinance. 16. All 1" and 2" water meters will be installed by City personnel. 17. Fire hydrants shall be located outside of sidewalk if walk intended. 18. All water lines shall be PVC pipe conforming to AWWA standard C-900 SDR -18 minimum, with NSF seal, pressure tested and disinfected in accordance with NCTCOG STD. SPECS. Water mains to have a minimum of 42" cover to the top of pipe. Service line connectors shall be compression -type with stainless steel tube liners. - - EAST21.5' - 19. All water lines not under pavement to be encased in sand and backfill shall be select material compacted to 95% standard proctor density. Pipe including services under public pavement requires cement treated sand backfill. 20. Water services should be located 10' upstream of the sanitary sewer services. Each location is to be stamped on the curb with 2" high letter "W". 21. All services to the meter to be minimum 1" SDR -9 class 200 polyethylene. 22. Water meter boxes will be furnished and installed after paving activities have been completed. 23. Curb stops should be tested for leakage and full flow when system is pressure tested. 24. All fire hydrant assemblies to be equipped with a 6" gate valve and box. Hydrants shall be installed with a factory based prime coat only. Hydrants will be painted by the City. 25. Any water valves located within pavement areas shall be adjusted to final grade by the paving Contractor. The paving Contractor shall construct a typical concrete block out per detail on sheet. 26. Fire hydrants shall be equipped with 4-1/2"x5" Storz adapter connection with butterfly vanes. 27. When a water line is bored, the casing shall be capped and valves added on either side. 28. All fittings and bends shall have Mega Lug retainer glands. 29. For valves installed 4' and deeper, extension with center ring 2' or less is required. 30. Sanitary sewer PVC pipe shall be SDR 35 if depth of line is 10' or less and SDR 26 if depth of line is greater than 10'. 31. Pipe not under pavement shall be bedded in class II, or better, material as defined in ASTM D-2321, and placed as directed therein. Backfill shall be select material compacted to 95% standard proctor density. Pipe, including services under public pavement requires cement treated sand backfill. 32. After completion of all testing (i.e. mandrel & air) Contractor shall perform a Television inspection and provide videotape to the Public Works Department. Deflection testing shall be performed as specified in special conditions. 33. A 2" high letter "S" shall be stamped on the curb to mark the location of the sewer services. The service should be located in the center of each lot. 34. One joint of 150 -psi pressure rated pipe shall be installed under all proposed water pipe crossings. 35. Contractor to place a 3/4" plywood false bottom in all sanitary sewer manholes before paving Contractor begins work. 36. Rim elevations of the proposed sanitary sewer manholes in streets are to be constructed 18" below final finished grades by utility contractor and adjusted by paving Contractor to finished grade at time of paving. Each shall have a typical concrete block-out constructed per standard detail. 37. All trenches shall be compaction tested at the rate of one test per 300 L.F. of trench per lift. Lifts shall be no greater than 12" loose. Tests shall be staggered so that tests of adjacent lifts are not directly over the previous lift. If the distance between manholes exceeds 300 L.F., a minimum of 2 tests per lift shall be taken. The testing lab shall provide the location of all results on a plan and profile sheet prior to trench acceptance. The paving contractor shall not begin work until the City of Southlake has approved all trench work. 38. All manholes shall be vacuumed tested. 39. Any service tie-in to an existing manhole must be cored. 40. Clean -outs to be provided on all services and located at the property/ROW line. 41. Television test shall be provided on DVD to City of Southlake. OF i* *I 011, •JAMESA: •RILEY op ,0... _•i 04/19/2021 CITY CASE NUMBER ZA21- 0025 Location Map SCALE: 1"=2000' LEGEND EXISTING WATER PROPOSED WATER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING STORM SEWER PROPOSED STORM SEWER -------------- SAWCUT (MATCH EXISTING) - - PROPERTY LINE NOTE: PRIVATE SANITARY SEWER SERVICES NEED A PLUMBING PERMIT AND MUST BE INSPECTED BY BUILDING INSPECTIONS PRIOR TO BURIAL. **CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL ELEVATION OF EXISTING 8" SANITARY SEWER PRIOR TO ANY CONSTRUCTION. REPORT FINDINGS TO ENGINEER. BENCHMARKS: BM ST 52 -BRASS CAP IN CONC. AT STA. 390+12.58; 50.52' RT. EAST SOUTHLAKE BLVD. (F.M. 1709) ELEV. = 652.93 BM ST 53 -BRASS CAP IN CONC. AT STA. 379+95.25; 50.52' RT EAST SOUTHLAKE BLVD. (F.M. 1709) ELEV. = 626.78 BM ST 55 -BRASS CAP IN CONC. AT STA. 14+96.35; 18.68' LT NORTH CARROLL AVENUE ELEV. = 656.80 �aQ a�°'O �j a o U �+ �i 0 Sctl Cd o Cd - 'x O O o�,aa Q w U 0 0 0 0 C12 N CO W (Z O C o Cd �O+ ro O�� 4' (1.2 m) MIN. STEEL OR WOOD POSTS SPACED AT 5' (1.8 m) TO 8' (2.4 m) SOFTWOOD POSTS SHALL BE 3" (7.6 cm) MIN. IN. DIA. OR NOMINAL 2"x4" (5.1 cm x 10.2 cm). HARDWOOD POSTS SHALL HAVE A MIN. CROSS SECTION OF 1.5"x1.5" (3.8 cm x 3.8 cm). FASTEN FABRIC TO TENSION REINFORCEMENT WIRE BY HOG RINGS, LOCKING PLASTIC TIES, OR CORD AT A MAXIMUM SPACING OF 2' (61 cm). ATTACH THE WOVEN FABRIC USING EVENLY SPACED STAPLES OR LOCKING PLASTIC TIES FOR WOODEN POSTS AT A MAX. SPACING OF 6' (15.2 cm). USE LOCKING PLASTIC TIES OR SEWN VERTICAL POCKETS FOR STEEL POSTS AT SAME SPACING. FILTER FABRIC 3' (91.4 cm MIN. WIDTH) BACKFILL & HAND TAMP 6" (15.2 cm)� FLOW 2" (5.1 cm) No AND 2" (5.1 cm ) ACROSS TRENCH BOTTOM IN UPSTREAM DIRECTION. MINIMUM TRENCH SIZE SHALL BE 6" (15.2 cm) SQUARE. BACKFILL AND HAND TAMP. EMBED POSTS 18" (45.7 cm) MIN. OR ANCHOR IF IN ROCK CONSTRUCTION NOTES - SILT FENCE 1. Posts which support the silt fence shall be installed on a slight angle toward the anticipated runoff source. The post must be embedded a minimum of 18 inches. 2. The toe of the silt fence shall be trenched in with a spade or mechanical trencher, so that the downslope face of the trench is flat and perpendicular to the line of flow. Where fence cannot be trenched in (e.g. pavement), weight fabric flap with washed gravel on the uphill side to prevent flow under fence. 3. The trench must be a minimum of 6 inches deep and 6 inches wide to allow for the silt fence fabric to be laid in the ground and backfilled with compacted material. 4. Silt fence shall be securely fastened to each support post or to woven wire, which is in turn attached to the support post. There shall be a 6 inch double overlap, securely fastened where ends of fabric meet. 5. Inspection shall be made weekly or after each rainfall. Repair or replacement shall be made promptly as needed. 6. Silt fence shall be removed when the site is completely stabilized so as not to block or impede storm flow or drainage. 7. Accumulated silt shall be removed when it reached a depth of 6 inches. The silt shall be disposed of at an approved site and in such a manner as to not contribute to additional siltation. GRAVEL BAG STAND GRAVEL BAG VERTICAL EACH END �N• O�R�PP g"MSN• 12 M -,0R� P�\ F4Ow 4 GAUGE STEEL WELDED WIRE PANELS GRAVEL BAG ISOMETRIC PLAN VIEW N.T.S. SILTS LAND, L.P. 5.292 ACRES INSTRUMENT #0205049242, P.R.T.C.T. ZONED: DT LUD=TOWN CENTER TRACT 2Ao5 G C --------ate;" �_ ,9 ***� 40.5± c� P � � GRAVEL BAG BEND 4 GAUGE STEEL WELDED WIREWIRE MESH PANELS TO FIT CONTOUR OF CURB 6"x6" OPENING (MAX) FILTER CLOTH TIE FILTER CLOTH TO Note WIRE AROUND OPENING Edges of Steel Welded Wire Fabric should be smooth to resist tearing of filter cloth. NOTE: THIS PLAN REFLECTS MINIMUM REQUIREMENTS ONLY, AND DOES NOT CONSTITUTE A STORM WATER POLLUTION PREVENTION PLAN. THE CONTRACTOR SHALL PROVIDE ADDITIONAL CONTROLS AS REQUIRED BY FIELD CONDITIONS AND CONSTRUCTION SCHEDULING. THE CONTRACTOR SHALL COMPLY FULLY WITH ANY APPLICABLE REQUIREMENTS AS ESTABLISHED IN THE CURRENT NPDES GENERAL PERMITS FOR STORM WATER DISCHARGES FROM CONSTRUCTION ACTIVITIES IN REGION 6. NCTCOG PUBLISHES ACCEPTABLE CONTROLS IN A REFERENCE MANUAL ENTITLED "STORM WATER QUALITY BEST MANAGEMENT PRACTICES FOR CONSTRUCTION ACTIVITIES." AS REVISED JUNE, 1999. THIS MANUAL CAN BE OBTAINED THROUGH THE INTERNET AT WWW.DFWSTORMWATER.COM/RUNOFF.HTML. NOTE: REFER TO DEMOLITION PLAN FOR REMOVAL OF EXISTING CURBS AND STRIPING NOTE: CONTRACTOR SHALL PROVIDE A STABILIZED CONSTRUCTION ENTRANCE EAST 121.85 r' 0 40 80 120 GRAPHIC SCALE 1 "= 40' Location Map SCALE: 1"=2000' CONSTRUCTION PHASING TASK BMP UTILITY INSTALLATION • EXISTING INLET PROTECTION (WATER & WASTEWATER) • PERIMETER SILT FENCE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY. ALONG CENTRAL AVENUE DEMOLITION • CONSTRUCTION ENTRANCE STABILIZED WITH CRUSHED STONE WITH DRAINAGE FLOWING AWAY • PERIMETER SILT FENCE FORM BOTH THE STREET AND THE STABILIZED ENTRANCE. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM • INLET PROTECTION PAVING • CONSTRUCTION ENTRANCE 3. THE ENTRANCE SHALL MAINTAINED IN A CONDITION WHICH • PERIMETER SILT FENCE WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PAVED • INLET PROTECTION FINAL GRADING/ • REMOVE BMP's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„ PAVED SURFACE MIN. Lill III ii-,,' FILTER FABRIC EX. GRADE PROFILE GRADE TO DRAIN AWAY VIEW FROM STABILIZED AND STREET PAVED SURFACE R.O.W. TRANSITION PAVED SURF Lill DRAINAGE MUST I I FLOW AWAY FROM ENTRANCE PLAN VIEW STABILIZED CONSTRUCTION ENTRANCE NTS OF OVA •JAMES A. •RILEY %• "d, ••• -7Z0Z1• : 04/19/2021 CITY CASE NUMBER ZA21-0025 EXISTING CURB PROPOSED CURB SILT FENCE CONSTRUCTION ENTRANCE INLET PROTECTION BENCHMARKS: BM ST 52 -BRASS CAP IN CONC. AT STA. 390+12.58; 50.52' RT. EAST SOUTHLAKE BLVD. (F.M. 1709) ELEV. = 652.93 BM ST 53 -BRASS CAP IN CONC. AT STA. 379+95.25; 50.52' RT EAST SOUTHLAKE BLVD. (F.M. 1709) ELEV. = 626.78 BM ST 55 -BRASS CAP IN CONC. AT STA. 14+96.35; 18.68' LT NORTH CARROLL AVENUE ELEV. = 656.80