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Home My WebLink About01-13-20 PZ Agenda Packet 14 T H E T 4 W H O F WESTLAKE TOWN OF WESTLAKE, TEXAS PLANNING AND ZONING COMMISSION MEETING AGENDA January 13, 2020 WESTLAKE TOWN HALL 1500 Solana Blvd., Building 7, Suite 7100 1st FLOOR, COUNCIL CHAMBERS WESTLAKE, TEXAS 76262 MEETING TO IMMEDIATELY FOLLOW THE JOINT TOWN COUNCIL AND PLANNING AND ZONING MEETING Work Session 1. CALL TO ORDER 2. CITIZEN COMMENTS 3. DISCUSSION REGARDING ITEMS LISTED ON THE REGULAR MEETING AGENDA. 4. STANDING ITEM: PRESENTATION AND DISCUSSION OF DEVELOPMENT PROJECTS PER DECEMBER 2019 REPORT. S. ADJOURNMENT Regular Session will begin immediately following the work session 1. CALL TO ORDER 2. DISCUSSION AND CONSIDERATION OF THE MINUTES FROM THE MEETING HELD ON OCTOBER 14, 2019. Page 1 of 2 3. DISCUSSION AND CONSIDERATION OF THE MINUTES FROM THE MEETING HELD ON DECEMBER 9, 2019. 4. CONDUCT A PUBLIC HEARING AND CONSIDER RECOMMENDATION OF SITE PLAN FOR AN APPROXIMATELY 0.376-ACRE PORTION OF PLANNED DEVELOPMENT DISTRICT 1, PLANNING AREA 2 (PD1-2), ESTABLISHED BY ORDINANCE 703 FOR THE PROPERTY GENERALLY LOCATED SOUTH OF STATE HIGHWAY 114, EAST OF DAVIS BOULEVARD, AND NORTH OF SOLANA BOULEVARD, COMMONLY KNOWN AS WESTLAKE ENTRADA. 5. CONDUCT A PUBLIC HEARING AND CONSIDER RECOMMENDATION OF A SPECIFIC USE PERMIT (SUP) TO ALLOW FOR A MAXIMUM OF 10 RESIDENTIAL CONDOMINIUM UNITS TO BE LOCATED AN APPROXIMATELY 0.376-ACRE PORTION OF BLOCK N, WESTLAKE ENTRADA, LOCATED AT THE SOUTHEAST CORNER OF DAVIS BLVD. AND GIRONA DRIVE. 6. CONDUCT A PUBLIC HEARING AND CONSIDER RECOMMENDATION OF THE KNOLLS AT SOLANA FINAL PLAT. 7. ADJOURNMENT CERTIFICATION I certify that the above notice was posted at the Town Hall of the Town of Westlake, 1500 Solana Blvd., Bldg. 7, Ste. 7100, Westlake,Texas, 76262,January 10, 2020, by 5:00 p.m. under the Open Meetings Act, Chapter 551 of the Texas Government Code. Tanya Morris,Assistant to the Town Secretary If you plan to attend this public meeting and have a disability that requires special needs, please advise the Town Secretary 48 hours in advance at 817-490-5710 and reasonable accommodations will be made to assist you. Page 2 of 2 Planning and Zoning Item # 2 — Citizen Comments Back up material has not been provided for this item. CITIZEN COMMENTS: This is an opportunity for citizens to address the Board on any matter whether or not it is posted on the agenda. Any person desiring to make a public comment must first be recognized by the presiding officer and sign in at the podium with their name and address. Individual citizen comments are normally limited to three (3) minutes; however, time limits can be adjusted by the presiding officer. The presiding officer may ask the citizen to hold their comment on an agenda item if the item is posted as a Public Hearing. The Board cannot by law take action nor have any discussion or deliberations on any presentation made to the Board at this time concerning an item not listed on the agenda. Any item presented may be noticed on a future agenda for deliberation or action. Planning and Zoning Item # 3 Back up material has not been provided for this item. DISCUSSION REGARDING ITEMS LISTED ON THE REGULAR MEETING AGENDA. NO ACTION WILL BE TAKEN DURING THE WORK SESSION. Planning and Zoning Item # 4 Back up material has not been provided for this item. STANDING ITEM: DISCUSSION REGARDING COMPREHENSIVE PLAN RELATED ISSUES AND BOARD PROFESSIONAL DEVELOPMENT. T H E i 0 W N O F WESTLAKE oisTivcTivE BY oEsicN DEVELOPMENT SNAPSHOT BOUNDARY LEGEND ROAD LEGEND DEVELOPMENT STATUS THE TOWN = County Boundary Existing Road Announced Under Construction OF WESTLAKE Subdivisions Westlake Limits Proposed Road Conceptual Existing DEVELOPMENTMAP Other City Limits Road Under Construction .!Lgoo Wow ► � : . - 0 0.25 0.5 1 Miles UPDATED MONDAY ANUARY I I I I I I I I 1 1 in = 0.4 miles NORTH DEVELOPMENT ACTIVITIES STATUS-DECEMBER2019 Project / Number of Percent Estimated Project No. Development Land Use Size Development Status Lots/Units Complete Completion Name 3 Solana Plaza Commercial 2 -20 acres Parking lots and fountain under renovation N/A 2020 Renovations 5 Vaquero Residential 296 510 acres 270/296 lots under construction or completed 89.36% 2025/2026 Charles Fall 2019 11, 45, 46, 47 Schwab Office 554,000 29 acres Phase 1 under construction; nearing completion 95% /2020 Phase 1 13 Granada Residential 84 84 acres 69/84 lots under construction or completed 70.83% 2022/2023 14 Carlyle Court Residential 8 10 acres 8/8 lots under construction or completed 87.50% 2020 15 Knolls at Residential 56 62.5 acres Infrastructure improvements under construction 65% 2019/2020 Solana 17 Quail Hollow Residential 93 188 acres 16/96 lots under construction 9.14% 2030+ (4 spec homes, 12 custom homes) 19 Terra Bella Residential 26 55 acres 25/26 lots under construction or completed 86.54% 2021/2022 Charles Phase 2 site work under construction; buildings o 23, 72, 73 Schwab Office 616,000 30 acres proceeding vertical 33/0 2021 Phase 2 DEVELOPMENT ACTIVITIES STATUS-DECEMBER2019 Project / Number of Percent Estimated Project No. Development Land Use Size Development Status Lots/Units Complete Completion Name J: 6 units Block J has 6/6 lots currently under construction Entrada I: 12 units 2,700sf- Block I has 12/12 lots currently under construction o 28 Residential Residential E: 12/14 units 4,500sf Block E has 12/14 lots currently under 5.28/o N/A 322 total construction 29, 30 Entrada Retail/Office 4 —50,000 s.f. Retail corner under construction;tower panels 80% 2019/2020 Retail Corner beginning application Entrada Hospitality, Project on hold due to potential Development/ o 34 Plaza Mayor Condominium, 4 5 acres Site Plan revisions N/A Retail Restaurant Row/Chapel A: 15,422 sf 43, 40, &Reception Restaurants/ 5 B/C: 22,414 Under construction 25% 2019/2020 , 71 Hall/Gas Entertainment sf Well Garage 51 Paigebrooke Residential 6 20 acres 5/6 lots under construction or completed 75% N/A SUBDIVISIONRESIDENTIAL i i Subdivision Development Percent Plat Date Total Lots Vacant Lots Acres Permits Issued Finals Issued Name Status Complete Carlyle Court 3/7/2016 8 0 10.2 Mostly built-out 8 6 87.50% Carpenter 12/9/1977 14 0 31.6 Built-out 14 14 100.00% Addition Entrada 12/14/2015 322 292 85.9 Under 30 5 5.43% development Glenwyck 3/13/2000 84 0 104.3 Built-out 83 83 98.81% Farms Granada 6/17/2013 84 15 84.3 Under 69 50 70.83% development Knolls at Solana - 56 56 62.5 Under 0 0 0.00% development Paigebrooke 3/8/2004 6 1 20.3 Mostly built-out 5 4 75.00% Quail Hollow 3/28/2016 93 76 188.3 Under 17 1 9.68% development Shelby Estates 4/7/1981 6 1 65.7 Mostly built-out 5 5 83.33% SUBDIVISIONRESIDENTIAL i i Subdivision Development Percent Plat Date Total Lots Vacant Lots Acres Permits Issued Finals Issued Name Status Complete Spencer Ranch - 38 38 37.8 Concept Plan 0 0 0.00% Approved Stagecoach 8/16/1971 22 3 55.5 Mostly built-out 19 19 86.36% Terra Bella 11/11/2008 26 1 54.8 Under 25 20 86.54% development Vaquero 3/27/2000 296 25 510 Mostly built-out 271 259 89.53% Wyck Hill 4/3/1996 13 1 22.4 Mostly built-out 12 12 92.31% Other/Miscellan - 68 15 - Mostly built-out 53 52 77.21% eous Total 1,136 525 1,333.60 611 530 50.22% RESIDENTIAL PERMITS PER YEAR BY SUBDIVISION-JANUARY 2015 - DECEMBER 2019 YEAR VAQUERO GRANADA TERRA BELLA CARLYLE COURT ENTRADA QUAIL HOLLOW TOTAL 2015 15 15 4 0 0 0 34 2016 10 13 2 4 0 0 29 2017 5 16 2 1 3 0 27 2018 8 12 2 2 27 5 56 2019 6 10 1 1 0 11 29 Total 44 66 11 8 30 16 175 Residential Permits Per Year by Subdivision I Jan 2015 - Dec 2019 80 60 40 20 - 0 VAQUERO GRANADA TERRA BELLA CARLYLE COURT ENTRADA QUAIL HOLLOW ■2015 ■2016 ■2017 ■2018 ■2019 1 �1i1 i 30 g Q / ® 29 ` a _ Trophy C-lub i 40 • / — ` • ` // / • 35 38 • // ` ` ` ` \ // / / l • • 71 38 o wo • 31 1� � \ � I / ♦ I 1 \ WSTLAKE ENTRAoa28 • / ��—� / `\ \ / /�C \♦ ♦ / y— �� / \ \ IL fps Westlake 1 • I I • • I 1 // • • I �\ \\ \\ \ ♦ / Io WESTLAKE/SOOTHLAKE PARK 81 • 0 0.04 0.08 0.16 Miles A UPDATED: MONDAY, JANUARY 6, 2020 I ' 0.07 miles 110IRTY Project Name Total Lots / Units Size Contractor Development Status Estimated Completion CVS Pharmacy 1 13,378 sf Wurzel Builders Completed February 2017 Primrose Daycare 1 12,460 sf Cooper General Completed May 2017 Contractors Entrada Sales Office 1 3,463 sf Crescent Custom Homes Completed June 2018 Retail Office: 43,336 sf Entrada Retail Corner 3 Starbucks: 2,834 sf Crescent Custom Homes Under construction 2019/2020 Retail 1: 1,370 sf Entrada Residential Block J 6 4,500 sf avg Calais Custom Homes 6 Under construction; 2019/2020 3 units complete Entrada Residential Block E 14 5,000 sf avg Crescent Custom Homes 12 Under construction; 2019/2020 2 units complete Entrada Residential Block 1 12 3,600 sf avg Pentavia/Atwood 12 Under construction 2020 Custom Homes Pedestrian Bridge 1 - Crescent Custom Homes Under construction; 2019/2020 nearing completion Gas Pad Parking Garage 1 148,398 sf Crescent Custom Homes Under construction 2019/2020 ENTRADA PROEJCT STATUS-DECEMBER 2019 Project Name Total Lots / Units Size Contractor Development Status Estimated Completion 2 lots A: 15,422 sf Under construction; Restaurant Row 3-6 restaurants B: 22,414 sf Crescent Custom Homes Restaurant A nearing 2019/2020 completion Chapel & Reception Hall 2 Chapel: 3,207 sf Crescent Custom Homes Under construction 2020 Reception Hall: 14,418 Project on hold due to Entrada Plaza Mayor N/A N/A N/A potential Development 2021 Plan and Site Plan revisions; The View at Entrada 1 5,725 sf N/A Building permit under 2020 review Town of Westlake - DFW's Building Permits Issued - Last Month , . , , . r , . , Month of December, 2019 VV TLA Contractor Project Number Project Type Full Address Permit Issued Date Owner Name Tenant Name Business Name Square Footage Value RIVIDCommercial 1 Destiny Way -19 Remodel Permit Westlake,TX 12/04/2019 FMR Texas I LLC Fidelity 0305 Investments DPR Construction 83,000 $5,500,000.00 305 (C) 76262 1301 Solana Blvd. RMDLC-19- Commercial Bldg.No.2 Suite HMC Solana,LLC Metroplex General 0307 Remodel Permit 2345 12/11/2019 XXII Brands Contractors 2,256 $99,000.00 (C) Westlake,TX 76262 1301 Solana Blvd. RMDLC-19- Commercial Bldg.No. 1 Suite HMC Solana,LLC 0308 Remodel Permit 1530 12/09/2019 Daiichi Sankyo 3-JJJ Construction 3,560 $96,477.00 (C) Westlake,TX 76262 1301 Solana Blvd. RMDLC-19- Commercial Bldg.No.2 Suite HMC Solana,LLC 0330 Remodel Permit 2400 12/31/2019 Common Area Gordon Highlander 21,732 $374,150.00 (C) Westlake,TX 76262 Commercial Remodel Permit(C) Total Value $6,069,627.00 (Avg.:$1,517,406.75) Total Square Footage 110,548.00 (Avg.:27,637.00) Permits Issued: 4 MYGOV.US Town of Westlake-DFW I Building Permits Issued-Last Month I Printed 01/06/2020 at 09:36 AM Page 1 of 6 Solana Fountain Electrical Permit Plaza HMC Solana,LLC Tutor Electrical ELECC-19-0316 (C) 1301 Solana Blvd. 12/19/2019 Service Inc $36,000.00 Westlake,TX 76262 Electrical Permit(C) Total Value $36,000.00 (Avg.:$36,000.00) Total Square Footage 0.00 (Avg.:0.00) Permits Issued: 1 1820 Broken Bend ELECR-19-0332 Electrical Permit Dr. 12/27/2019 Scott Robert J Fox Electric,Ltd. $685.00 (R) Westlake,TX 76262 Electrical Permit(R) Total Value $685.00 (Avg.:$685.00) Total Square Footage 0.00 (Avg.:0.00) Permits Issued: 1 1708 Oak Glen Fabrico Solorio Irrigation Permit Ln. Bird's Landscape IRR-19 0310 (R) Westlake,TX 12/02/2019 Michelle Solorio &Irrigation $16,500.00 76262 Duly Family Irrigation Permit 1644 Carlyle Ct. Revocable Trust Mow Man Lawn IRR-19-0311 Westlake,TX 12/13/2019 Brian&Michelle $9,000.00 (R) 76262 Duly Service Irrigation Permit(R) Total Value $25,500.00 (Avg.:$12,750.00) Total Square Footage 0.00 (Avg.:0.00) MYGOV.US Town of Westlake-DFW I Building Permits Issued-Last Month Printed 01/06/2020 at 09:36 AM Page 2 of 6 Permits Issued: 2 1603 Creekwood MECHR-19- Mechanical Permit Ct. 12/17/2019 Miller Scott J Berkeys AC $3,500.00 0327 (R) Westlake,TX 76262 Mechanical Permit(R) Total Value $3,500.00 (Avg.:$3,500.00) Total Square Footage 0.00 (Avg.:0.00) Permits Issued: 1 1500 Solana Blvd. Miscellaneous Bldg.No.6 Suite Glenstar Connect MISCC-19-0325 permit(C) 6100 12/20/2019 Glenstar Technology Group Westlake,TX 76262 Miscellaneous Permit(C) Total Value $0.00 (Avg.:$0.00) Total Square Footage 0.00 (Avg.:0.00) Permits Issued: 1 1707 Placid Oaks SFR-19-0300 New Single Family Ct. 12/17/2019 Darrell Johnson Calais Custom 9,935 $1,200,000.00 Home Permit(R) Westlake,TX Homes 76262 2003 White Wing Stewart Timothy M SFR-19-0304 New Single Family Cove 12/26/2019 Stewart Karen S Calais Custom 11,241 $1,500,000.00 Home Permit(R) Westlake,TX Homes 76262 New Single Family Home Permit(R) MYGOV.US Town of Westlake-DFW Building Permits Issued-Last Month Printed 01/06/2020 at 09:36 AM Page 3 of 6 Total Value $2,700,000.00 (Avg.:$1,350,000.00) Total Square Footage 21,176.00 (Avg.: 10,588.00) Permits Issued: 2 Deloitte University 1 Deloitte Way PLMBC-19- Plumbing Permit 2501 Westlake DCLI,LLC TD Industries 0333 (C) Parkway 12/30/2019 Deloitte (Plumbing) $1,200.00 Westlake,TX 76262 Deloitte University 1 Deloitte Way PLMBC-19- Plumbing Permit 2501 Westlake DCLI,LLC TD Industries 0334 (C) Parkway 12/31/2019 Deloitte (Plumbing) $1,200.00 Westlake,TX 76262 Plumbing Permit(C) Total Value $2,400.00 (Avg.:$1,200.00) Total Square Footage 0.00 (Avg.:0.00) Permits Issued: 2 PLMBR-19- Plumbing Permit 3 Paigebrooke Nevill Glenn E Jolly Plumbing 0331 (R) Westlake,TX 12/19/2019 LLC $1,000.00 76262 1714 Wisteria PLMBR-19- Plumbing Permit Way 12/04/2019 Schultz Charles Tierney Plumbing $3,200.00 0313 (R) Westlake,TX 76262 Plumbing Permit(R) Total Value $4,200.00 (Avg.:$2,100.00) Total Square Footage 0.00 (Avg.:0.00) MYGOV.US Town of Westlake-DFW I Building Permits Issued-Last Month Printed 01/06/2020 at 09:36 AM Page 4 of 6 Permits Issued: 2 2202 Barcelona Kabir&Mahmuda POOL-19-0273 Pool Permit Ct. 12/19/2019 Islam Living Water 648 $75,000.00 Westlake,TX Custom Pools 76262 Pool Permit Total Value $75,000.00 (Avg.:$75,000.00) Total Square Footage 648.00 (Avg.:648.00) Permits Issued: 1 ADD1455 Dove Rd. Christopher H Lam -19- Residential Westlake,TX 12/18/2019 Kristin A Lam Elite Design 0315 Homes 854 $225,000.00 315 Addition Permit(R) 76262 Residential Addition Permit(R) Total Value $225,000.00 (Avg.:$225,000.00) Total Square Footage 854.00 (Avg.:854.00) Permits Issued: 1 3051 Schwab CS Kinross Lake SIGN-19-0277 Sign Permit Way 12/03/2019 Parkway C/O Charles Schwab Chandler Signs 20 $2,000.00 Westlake,TX Charles Schwab 76262 3051 Schwab CS Kinross Lake SIGN-19-0278 Sign Permit Way 12/03/2019 Parkway C/O Charles Schwab Chandler Signs 76 $3,000.00 Westlake,TX Charles Schwab 76262 3051 Schwab CS Kinross Lake SIGN-19-0279 Sign Permit Way 12/03/2019 Parkway C/O Charles Schwab Chandler Signs 11 $3,000.00 Westlake,TX Charles Schwab 76262 MYGOV.US Town of Westlake-DFW Building Permits Issued-Last Month I Printed 01/06/2020 at 09:36 AM Page 5 of 6 3051 Schwab CS Kinross Lake SIGN-19-0280 Sign Permit Way 12/03/2019 Parkway C/O Charles Schwab Chandler Signs 9 $3,000.00 Westlake,TX Charles Schwab 76262 Sign Permit Total Value $11,000.00 (Avg.:$2,750.00) Total Square Footage 115.75 (Avg.:28.94) Permits Issued: 4 TOTALS: Square Footage: 133,341.75 (Avg.:6,349.61) Value: $9,152,912.00 (Avg.:$435,852.95) Total Projects: 22 Permits Issued: 22 MYGOV.US Town of Westlake-DFW I Building Permits Issued-Last Month I Printed 01/06/2020 at 09:36 AM Page 6 of 6 Town of Westlake - DFW's Activity Report - By Project Type , V , r , 01/01/19 to 12/31/19 VtilESTL,4KE Permit Permits Projects Projects Total CO's Applications Issued Archived Completed Inspections Issued Total SF Avg.SF Total Value Avg.Value Total Fees New Single Family Home Permit(R) 29 29 0 0 681 0 299,711.00 10,334.86 $56,630,389.00 $1,952,772.03 $1,052,751.57 Pool Permit 30 30 11 11 116 0 42,033.00 1,401.10 $3,598,000.00 $119,933.33 $64,150.00 Residential Addition Permit(R) 2 2 0 0 0 0 1,843.00 921.50 $295,500.00 $147,750.00 $7,554.82 Residential Remodel Permit(R) 3 3 1 1 33 0 5,700.00 1,900.00 $240,000.00 $80,000.00 $10,775.56 Residential Accessory Permit(R) 6 6 3 3 22 0 1,512.00 252.00 $180,000.00 $30,000.00 $7,707.40 New Commercial Building(C) 1 1 0 0 502 0 3,300.00 3,300.00 $800,000.00 $800,000.00 $24,384.65 New Commercial Shell Building(C) 1 1 0 0 39 0 2,361.00 2,361.00 $1,000,000.00 $1,000,000.00 $26,290.69 Commercial Remodel Permit(C) 16 16 3 3 194 2 344,367.00 21,522.94 $18,901,715.00 $1,181,357.19 $468,225.67 Commercial Finish-Out(C) 2 2 1 1 22 2 14,067.00 7,033.50 $300,000.00 $150,000.00 $18,666.50 Commercial Accessory Permit(C) 3 3 2 2 10 0 4,380.00 1,460.00 $190,909.76 $63,636.59 $11,203.91 Commercial Addition Permit(C) 0 0 0 0 12 1 0.00 0.00 $0.00 $0.00 $0.00 Certificate of Occupancy 0 0 0 0 2 2 0.00 0.00 $0.00 $0.00 $0.00 Electrical Permit(C) 8 8 5 5 16 0 0.00 0.00 $46,500.00 $5,812.50 $1,008.00 Electrical Permit(R) 4 4 3 2 3 0 0.00 0.00 $18,185.00 $4,546.25 $682.50 Electrical T-Pole Permit 1 1 1 1 1 0 0.00 0.00 $0.00 $0.00 $78.75 Irrigation Permit(C) 8 8 2 2 2 0 0.00 0.00 $604,300.00 $75,537.50 $2,130.00 Irrigation Permit(R) 39 39 17 15 21 0 0.00 0.00 $274,600.00 $7,041.03 $11,955.00 Mechanical Permit(C) 2 2 0 0 0 0 0.00 0.00 $192,648.00 $96,324.00 $1,970.30 Mechanical Permit(R) 20 20 17 17 21 0 0.00 0.00 $220,765.00 $11,038.25 $4,334.52 Plumbing Permit(C) 5 5 3 3 4 0 0.00 0.00 $8,735.00 $1,747.00 $1,155.00 Plumbing Permit(R) 20 20 16 15 28 0 0.00 0.00 $190,077.00 $9,503.85 $5,279.27 MYGOV.US Town of Westlake-DFW Activity Report-By Project Type I Printed 01/07/2020 at 16:56 PM Page 1 of 2 Approach/Driveway Permit 1 1 0 0 1 0 0.00 0.00 $2,000.00 $2,000.00 $500.00 Construction Trailer Permit 1 1 0 0 0 0 0.00 0.00 $0.00 $0.00 $210.00 Demolition Permit(C) 1 1 0 0 1 0 0.00 0.00 $25,000.00 $25,000.00 $210.00 Demolition Permit(R) 3 3 0 0 1 0 3,951.00 1,317.00 $16,950.00 $5,650.00 $620.00 Fence/Retaining Wall 12 12 2 1 4 0 0.00 0.00 $617,666.00 $51,472.17 $6,465.26 Roof Permit 2 2 1 1 3 0 0.00 0.00 $90,000.00 $45,000.00 $577.50 Sign Permit 12 12 5 5 9 0 565.08 47.09 $243,300.00 $20,275.00 $5,005.00 Fountain/Water/Fire Feature 0 0 0 0 1 0 0.00 0.00 $0.00 $0.00 $0.00 Water Well Permit 10 10 0 0 0 0 0.00 0.00 $484,484.00 $48,448.40 $10,100.00 Construction Plans 4 4 0 0 9 0 0.00 0.00 $566,550.00 $141,637.50 $43,547.00 Early Grading Permit 1 1 1 1 2 0 0.00 0.00 $0.00 $0.00 $6,599.20 Landscape Plans 1 1 0 0 0 0 0.00 0.00 $0.00 $0.00 $1,055.00 Right of Way Construction Permit 1 1 0 0 0 0 0.00 0.00 $0.00 $0.00 $630.00 Right of Way Use Permit 2 2 1 1 1 0 0.00 0.00 $0.00 $0.00 $0.00 Miscellaneous Permit(C) 1 1 0 0 1 0 0.00 0.00 $0.00 $0.00 $200.00 Gas Well Permit 1 1 0 0 3 0 0.00 0.00 $0.00 $0.00 $2,500.00 Totals 253 253 95 90 1,765 7 723,790.08 2,990.87 $85,738,273.76 $354,290.39 $1,798,523.07 Average 7 3 2 48 0 19,561.89 80.83 $2,317,250.64 $9,575.42 $48,608.73 MYGOV.US Town of Westlake-DFW Activity Report-By Project Type I Printed 01/07/2020 at 16:56 PM Page 2 of 2 Planning and Zoning Item # 5 — Adjournment Work Session Back up material has not been provided for this item. 14) T H E T 0 W H O F W ESTLAKE MINUTES OF THE TOWN OF WESTLAKE, TEXAS PLANNING AND ZONING COMMISSION MEETING October 14, 2019 PRESENT: Chairman Tim Brittan and Commissioners Michelle Lee, Sharon Sanden, and Ken Kraska ABSENT: Liz Garvin, Kim Morris, and Brad Swearingen OTHERS PRESENT: Town Attorney Matthew Butler, Assistant Town Manager Jarrod Greenwood, Director of Planning Ron Ruthven, Administrative Assistant to the Town Secretary Tanya Morris, Fire Chief Richard Whitten, Deputy Fire Chief John Ard, and Communications Manager Jon Sasser Work Session 1. CALL TO ORDER Chairman Brittan called the work session to order at 5:01 p.m. 2. CITIZEN COMMENTS No one addressed the Commission. P&Z Minutes 10/14/19 Page 1 of 4 3. DISCUSSION REGARDING ITEMS LISTED ON THE REGULAR MEETING AGENDA. Director Ruthven moved to item 4. 4. DISCUSSION AND UPDATE REGARDING COMMISSION RULES, PROCEDURES, AND MEMBERSHIP. Director Ruthven provided an overview of the item regarding new meeting times, a third alternate Commission member, a pre-application conference with Town Staff for new plat submittals, and architectural design standards. Discussion ensued regarding approval timeline for plats, disapproval process for plats, architectural design standards and commissions new limitations. S. STANDING ITEM: PRESENTATION AND DISCUSSION OF DEVELOPMENT PROJECTS PER SEPTEMBER 2019 REPORT. Director Ruthven provided an update over the following: Charles Schwab: temporary certificate of occupancy issued for a portion of Phase I, Schwab Way open, temporary traffic signals installed, street lights installed, partial site lighting installed, compliance, timeline for final certificate of occupancy, Phase II progress, Phase II parking garage construction, traffic impact study for campus, campus operation times and the impact on traffic, and formal opening timeline. Entrada: Retail corner roofing construction, Tower construction, Starbucks opening in conjunction with Tower construction, delay in parking garage construction, Restaurant A completion, and impending completion of residential construction. Discussion ensued regarding House Bill 2439's effect on current construction and the bill's effect on new construction material guidelines. The Knolls: timeline for paving of streets and construction (in general) is on schedule. Quail Hollow and Granada: 25 building permits issued. The Plaza: timeline for parking lot renovation. Discussion ensued regarding HVAC permitting requirements. 6. ADJOURNMENT Chairman Brittan adjourned the work session at 5:27 p.m. P&Z Minutes 10/14/19 Page 2 of 4 Regular Session will begin immediately following the work session 1. CALL TO ORDER Chairman Brittan called the regular session to order at 5:27 p.m. 2. DISCUSSION AND CONSIDERATION OF THE MINUTES FROM THE MEETING HELD ON SEPTEMBER 16, 2019. MOTION: Commissioner Kraska made a motion to approve the minutes. Commissioner Sanden seconded the motion. The motion carried by a vote of 4-0. 3. CONDUCT A PUBLIC HEARING AND CONSIDER RECOMMENDATION OF A PRELIMINARY SITE EVALUATION FOR SCHWAB WAY, LOCATED BETWEEN STATE HIGHWAY 114 AND J.T. OTTINGER ROAD. Director Ruthven provided an overview and of the item. Discussion ensued regarding topography and flood plain. Chairman Brittan opened the public hearing. No one addressed the Commission. Chairman Brittan closed the public hearing. MOTION: Commissioner Lee made a motion to approve the preliminary site evaluation. Commissioner Kraska seconded the motion. The motion carried by a vote of 4-0. 4. CONDUCT A PUBLIC HEARING AND CONSIDER RECOMMENDATION OF AMENDMENTS TO CHAPTER 102 ZONING, SECTION 66 FARM ANIMALS AND HORSES, TOWN OF WESTLAKE CODE OF ORDINANCES, REGARDING PROPOSED CHANGES TO REQUIREMENTS FOR KEEPING CERTAIN ANIMALS ON A PROPERTY. Director Ruthven an overview and of the item. Discussion ensued regarding the types of animals allowed, bees and beehives, follow-up with bee keeping in ordinance or code-enforcement, and possibility of coyote/wild animal attraction due to increase in farm animals. P&Z Minutes 10/14/19 Page 3 of 4 Chairman Brittan opened the public hearing. No one addressed the Commission. Chairman Brittan closed the public hearing. MOTION: Commissioner Kraska made a motion to approve the preliminary site evaluation. Commissioner Lee seconded the motion. The motion carried by a vote of 4-0. S. ADJOURNMENT There being no further business to come before the Commissioners, Chairman Brittan asked for a motion to adjourn. MOTION: Commissioner Lee made a motion to adjourn the meeting. Commissioner Sanden seconded the motion. The motion carried by a vote of 4-0. Chairman Brittan adjourned the meeting at 5:41 p.m. APPROVED BY THE PLANNING AND ZONING COMMISSION ON JANUARY 13, 2020. ATTEST: Chairman, Tim Brittan Tanya Morris, Assistant to the Town Secretary P&Z Minutes 10/14/19 Page 4 of 4 14) T H E T 0 W H O F W ESTLAKE MINUTES OF THE TOWN OF WESTLAKE, TEXAS PLANNING AND ZONING COMMISSION MEETING December 9, 2019 PRESENT: Chairman Tim Brittan and Commissioners Michelle Lee, Sharon Sanden, Kim Morris and Brad Swearingen ABSENT: Liz Garvin and Ken Kraska OTHERS PRESENT: Town Attorney Matthew Butler, Assistant Town Manager Jarrod Greenwood, Director of Planning Ron Ruthven, Administrative Assistant to the Town Secretary Tanya Morris, and Development Coordinator Nick Ford Work Session 1. CALL TO ORDER Chairman Brittan called the work session to order at 5:04 p.m. 2. CITIZEN COMMENTS No one addressed the Commission. P&Z Minutes 12/09/19 Page 1 of 4 3. DISCUSSION REGARDING ITEMS LISTED ON THE REGULAR MEETING AGENDA. Chairman Brittan moved to Item 4 Director Ruthven provided a presentation over Item 3 of the Regular Session. 4. STANDING ITEM: PRESENTATION AND DISCUSSION OF DEVELOPMENT PROJECTS PER NOVEMBER 2019 REPORT. Director Ruthven provided an update over the following: Charles Schwab: Phase I currently has approximately 1000 employees. Updated traffic signals are hoping to be installed by the end of the year. Phase I is finishing up and Phase II construction is moving briskly. The Schwab Way II road construction is continuing. Crews are currently working on utilities installation. The Charles Schwab merger with TD Ameritrade means that the headquarters are moving to Westlake. There is currently no formal approval for the Front 44 and there is no timeline for being on the P&Z itinerary. TxDot has meetings scheduled to discuss Highway 170 and Highway 114. Entrada: The Tower panel is up for evaluation and Town staff is asking for feedback before construction continues. There is the possibility of the Hotel moving from the Plaza Mayor to the Gas Well Pad Site, but there is no formal application yet. Chairman Brittan inquired as to what happens now that SUP for the Plaza Mayor is expired. Commissioner Morris asked about the necessary timeline for panel evaluation. Director Ruthven discussed the necessity for panel evaluation to ensure the approval of the masonry materials. Commissioner Lee asked if there were other SUP's expiring in Entrada. The View (small office building) permit is in the process of being issued. Tentative date for P&Z Meeting and possibly a Joint Meeting with Council. Quail Hollow: Sixteen building permits have been issued thus far. The Knoll: The streets are currently being paved. The utilities are already installed. Building permits are almost ready to be issued. Staff hopes to have a home builders meeting in January. 5. ADJOURNMENT Chairman Brittan adjourned the work session at 5:31 p.m. Regular Session will begin immediately following the work session P&Z Minutes 12/09/19 Page 2 of 4 1. CALL TO ORDER Chairman Brittan called the regular session to order at 5:32 p.m. 2. DISCUSSION AND CONSIDERATION OF THE MINUTES FROM THE MEETING HELD ON NOVEMBER 19, 2019. MOTION: Commissioner Morris made a motion to approve the minutes. Commissioner Swearingen seconded the motion. The motion carried by a vote of 5-0. 3. CONDUCT A PUBLIC HEARING AND CONSIDER RECOMMENDATION OF A CONDUCT A PUBLIC HEARING AND CONSIDER RECOMMENDATION OF PROPOSED AMENDMENTS TO ORDINANCE 865 APPROVING A SITE PLAN AMENDMENT IN THE PD1 ZONING DISTRICT, IN ORDER TO CONSTRUCT MODIFICATIONS TO THE FOUNTAIN PLAZA LOCATED ON LOT 4, BLOCK 2, WESTLAKE/SOUTH LAKE PARK ADDITION NUMBER ONE, LOCATED GENERALLY AT THE SOUTHEAST CORNER OF SOLANA BLVD. AND STATE HIGHWAY 114. There was no additional presentation. Commissioner Morris questioned the timeline for the project. Mr. Swearingen inquired about the additional parking spaces. Chairman Brittan opened the public hearing. No one addressed the Commission. Chairman Brittan closed the public hearing. MOTION: Commissioner Lee made a motion to approve the proposed amendments to Ordinance 865 with staff recommendations: . Commissioner Swearingen seconded the motion. The motion carried by a vote of 5-0. 4. ADJOURNMENT There being no further business to come before the Commissioners, Chairman Brittan asked for a motion to adjourn. MOTION: Commissioner Sanden made a motion to adjourn the meeting. Commissioner Morris seconded the motion. The motion carried by a vote of 5-0. Chairman Brittan adjourned the meeting at 5:34 p.m. P&Z Minutes 12/09/19 Page 3 of 4 APPROVED BY THE PLANNING AND ZONING COMMISSION ON JANUARY 13, 2019. ATTEST: Chairman, Tim Brittan Tanya Morris, Assistant to the Town Secretary P&Z Minutes 12/09/19 Page 4 of 4 Westlake Planning and Zoning Commission TYPE OF ACTION T x E T o w n o f WESTLAKE Regular Meeting -Action Item DISTINCTIVE BY DESIGN Westlake Planning and Zoning Commission Meeting Monday, January 13, 2020 Topic: Conduct a public hearing and consider recommendation of site plan for an approximately 0.376-acre portion of Planned Development District 1, Planning Area 2 (PD1-2), established by Ordinance 703 for the property generally located south of State Highway 114, east of Davis Boulevard, and north of Solana Boulevard, commonly known as Westlake Entrada. STAFF CONTACT: Ron Ruthven, Planning and Development Director Strategic Alignment Vision,Value,Mission Perspective 1ic Theme&Results � Stratel- OW Jective High Quality Planning, Design & Planned/Responsible Citizen, Student& Development-We are a desirable well preserve Desirability Development Stakeholder planned, high-quality community that &Quality of Life is distinguished by exemplary design standards. Time Line- Start Date: January 13, 2020 Completion Date: January 27,2020 Funding Amount: N/A Status- N/A Source-N/A Contract: No Forms: N/A EXECUTIVE SUMMARY(INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) Curt Dubose, PentaVia Custom Homes, on behalf of BG Fox Group, LLC, owners of the subject property, is requesting approval of a site plan for construction of a new mixed-use building on Block N in the Westlake Entrada development. The building would include commercial uses on the ground floor and a maximum of ten residential condominium uses on the upper floors. The condominium units require the approval of a Specific Use Permit (SUP), which is a companion agenda item to this item. Page 1 of 3 CURRENT CONDITIONS The subject property contains 0.376 acres and is currently platted and is zoned PD1-2, which allows for the Westlake Entrada development. A temporary construction trailer for PentaVia homes is currently located on the site. SITE AND BUILDING ANALYSIS The proposed building details are as follows: Maximum Height: 4 stories (63 feet, 8 inches, 718.71 feet above MSL). Maximum height allowed by zoning: 735 feet above MSL. The height complies with maximum height requirements in the zoning standards. Gross Floor Area: Ist Floor(parking garage)— 10,623 sq.ft. 2nd Floor(retail)— 10,623 sq.ft. 3rd Floor(condo—5 units)—9,022 sq.ft. 0 Floor(condo—4 units)— 8,649 sq.ft. 5th Floor(condo— 1 unit+ common area)—4,416 sq.ft. A SUP is required to allow construction of the condos. Total Parking Provided: Condos—21 spaces on first level (21 spaces required by code) Retail— 12 surface spaces provided (53 spaced required by code) The additional 41 required spaces will require utilization of available shared parking which will include the gas pad parking garage once completed. Given the availability of shared parking, the site plan with the development parking requirements. Building Design: The building design meets the requirements of the adopted Entrada design guidelines (Ordinance 760). The plans have been reviewed and approved by the Town's architectural consultant. DEVELOPMENT PLAN AND PID SAP COMPLIANCE The proposed site plan complies with the Entrada Development Plan and the Public Improvement District (PID) Service Assessment Plan (SAP). However, approval of the condominium units is discretionary and requires approval of a separate SUP. SUMMARY AND RECOMMENDATION Notwithstanding the SUP requirement for the condominiums,the proposed site plan complies with the following Entrada development ordinances: • Ordinance 703 —(PD1-2) Entrada Zoning Ordinance • Ordinance 720—Entrada Development Plan • Ordinance 760—Entrada Design Guidelines Therefore, staff recommends approval subject to the following conditions: Page 2 of 3 • That the proposed site plan only be approved subject to approval of the SUP for the 10 proposed condominiums. If the SUP for the 10 condominiums in denied, then staff recommends that the site plan be denied as well given that the proposed condominiums are fully integrated into the building layout and design; • The property owner and the Town enter into a separate development agreement; • That all Entrada development regulations and agreements be adhered to at all times. ATTACHMENTS Staff Exhibits Exhibits provided by the applicant Page 3 of 3 L. r� a� } a y o Subject . �`'-" � 4�•� Property '► T x 4 4 ,AA. • e +-�' �• fL ' +4 4-.—, ' f' �� K � .tits .� �`� �'`y $�"5 :• �;- � �s�Fy ��FII v ti r • s 4 I � � �, � J #4 4 ,r 115 1, ,�51 ;� { r •� � � r o � /I r� A�• I f+1 NOTES CODE ANALYSIS: w �U � H °zzx Ucs° GENERAL NOTES: Z W�WF as �Fo �za z 1. CONSTRUCTION: COMPLY WITH APPLICABLE CODES AND RELATED AMENDMENTS. O A A a 2 °a RESIDENTIAL BUSINESS PARKNG a °o o o w CODE INFORMATION REQUIRED �' o w o F°°a o° 2. THESE DRAWINGS DO NOT CONTAIN COMPLETE SPECIFICATIONS,DETAILS,OR R2 B S2 H r o o H¢ o F o x FULL INFORMATION NECESSARY FOR THE COMPLETE CONSTRUCTION OF THE V o w U' F_a o F PROJECT. ADDITIONAL INFORMATION SHALL BE OBTAINED FROM THE OWNER. INTERNATIONAL BUILDING CODE(IBC) 2015 °W a o o o 0 INTERNATIONAL ENERGY CONSERVATION CODE(IECC) 2015 w'w z a a 3. NOTIFY ARCHITECT AND OWNER OF ERRORS,OMISSIONS,AND DISCREPANCIES F�°5 °x w z° IN CONTRACT DOCUMENTS,OR BETWEEN CONTRACT DOCUMENTS AND ACTUAL INTERNATIONAL MECHANICAL CODE(IMC) 2015 (�� q��W qA�x z W� SITE CONSTRUCTION CONDITIONS. ERRORS,OMISSIONS,AND DISCREPANCIES NFPA 70 NATIONAL ELECTRICAL CODE(NEC) 2014 w w Q w a ¢ N MUST BE RESOLVED AND DOCUMENTED BEFORE CONTINUING CONSTRUCTION z O z w z w�m g t w - INTERNATIONAL PLUMBING CODE IPC 2015 N z�x 21� ° °F a _ WITH THE WORK IN QUESTION. FAILURE TO NOTIFY THE OWNER AND ( ) O °o o�' a N ARCHITECT IN SUCH AN EVENT SHALL CONSTITUTE ACCEPTANCE OF ANY INTERNATIONAL FIRE CODE(IFC) 2015 U U RESULTING OBLIGATIONS OR RESPONSIBILITIES WITH REGARDS TO DELAYS, *TOWN OF WESTLAKE ADOPTED NCTCOG AMENDMENTS a o a y ° �-- ` r COSTS,CODE COMPLIANCE,AND LEGAL REMEDIES RESULTING FROM THIS OR a o¢a Q o Q RELATED WORK. pwo �`RQzao T.A.S. a j 4. CIVIL,LANDSCAPE,STRUCTURAL, MECHANICAL, PLUMBING,AND ELECTRICAL U_ W DRAWINGS BY OWNERS CONSULTANTS. w x a w o F o h 4.1. ARCHITECT'S ELECTRICAL,MECHANICAL,AND PLUMBING PLANS ARE ZONING DISTRICT: x U U° x z a¢w O DIAGRAMMATIC ONLY. ACTUAL DESIGN BY OWNER'S CONSULTANT. D U a 2 F x z¢u x z i 4.2. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR GRADING AND DRAINAGE OCCUPANCIES(MIXED USE in 1 building) R2 B S2 A o a =ate REQUIREMENTS. V� W �zQo� zE✓'Nz !� I 4.3. REFER TO STRUCTURAL ENGINEER FOR STRUCTURAL DESIGN, \° CONSTRUCT.TYPE: V-A f _ SPECIFICATIONS,AND DETAILS; INCLUDING REQUIRED RETAINING WALLS, o F°N U, a w°z z WATERPROOFING,AND FRENCH DRAIN SYSTEMS. p� A ¢z a o a 4 R a i w w w o w COORDINATE SOIL COMPACTION REQUIREMENTS BEHIND RETAINING o� w� WALLS WITH STRUCTURAL ENGINEER. M w F Q F Q a W Hawx uSx¢QA�aa _ 5. THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE SITE AND BE TOTAL OCCUPANCY LOAD: 193 total 158 35 N/A F a a p r w RESPONSIBLE FOR THE ACCURACY AND CORRECTNESS OF SAME. H ¢o a U 7 w 7 a a w p Q u�a Q O p 6. VERIFY TYPE AND LOCATION OF UTILITIES SERVING SITE. 0 w o FIRE-SPRINKLED(NFPA 13) yes yes (N FPA 13) yes yes w o¢ o ¢ 7. FIREPLACES: -_ SIZES,INCLUDING HEARTH EXTENSIONS REQUIRED BY CODE. VERIFY 71 7.2. DAMPER. OUTSIDE MAKE-UP AIR INLET AND SCREENED LOUVER AND MAX.NUMBER OF STORIES(TABLE 504.4) 4 total 4 4 3 INCREASE FOR FULLY SPRINKERED(504.2) 4 _ - 8. VENT CLOTHES DRYER TO OUTSIDE. _ TOTAL ALLOWED NUMBER OF STORIES 4 9. ALL FLOOR FINISH HEIGHTS TO MATCH. FLOOR ELEVATIONS AT SECOND FLOOR ARE GIVEN TO TOP OF FLOOR DECK. n n .7 a _ 36 clear 36 clear N/A � 10 ACCORDANCE EXTERIOR MATERIALS AND FINISHES ARE TO BE INSTALLED IN - EXIT WIDTH WITH MANUFACTURERS WRITTEN IN TR CTI SAND DETAILS. u s u oN D I s. MAXIMUM TRAVEL DISTANCE 11. FIRE SPRINKLERS SYSTEMS: TO LOCAL JURISDICTION FOR CORRIDOR WIDTH(1016.2) REQUIREMENTS. STAIRS WIDTH(1009.1) t _ T 12. SHOPDRAWINGS SHALL BE SUBMITTED TO OWNER AND ARCHITECT FO { y - APPROVAL PRIOR TO ORDERING AND INSTALLING ANY EQUIPMENT.I.E. R - - WINDOWS,STEEL,CAST STONE....ETC. \\�l l - 13. THEDCONTRACTOR SHALL PAY ALL FINES,GIVE ALL NOTICES, FILE ALL MIN.SETBACKS: 0 FT +: r r NECESSARY DRAWINGS,AND OBTAIN ALL PERMITS AND CERTIFICATES OF APPROVAL REQUIRED IN CONNECTION WITH ALL WORK UNDER THE CONTRACT DOCUMENTS. FOR DIMENSION PURPOSES: 1. DO NOT SCALE DRAWINGS. IFY ARCHITECT OF ANY DISCREPANCIES. ' ter., Fy tih,.6. ,tm�.., •,,,v 2 VERIFY DIMENSIONS NOT 3. WOOD STUD WALLS: 2"X 4" @ 16"O.C.TO A MAXIMUM HEIGHT OF 10'-0", SUPPORTING ONE FLOOR, ROOF,AND CEILING. UNSUPPORTED WALL HEIGHTS EXCEEDING 10'-0"AND 3 STORY CONDITIONS ENTRADA BLOCK N MIXED USE BUILDINGWESTLAKE , TEXAS REQUIRE STRUCTURAL ANALYSIS TO DETERMINE STUD SIZE AND SPACING. ( )FIRE RESISTANCE RATING OF BUILDING MEMBERS TABLE 602.1 4. INTERIOR METAL STUDS DIMENSIONED OUT-TO-OUT. h--I V1 W BUILDING ELEMENT FIRE RATING UL ASSEMBLY H 5. WALL PLATE HEIGHTS: CROSS REFERENCE EXTERIOR ELEVATIONS,WALL STRUCTURAL FRAME(COL.,GIRDER,TRUSS) 1 HR. Q a SECTIONS,AND FASCIA DETAILS TO DETERMINE. (� PROJECT LOCATION EXTERIOR BEARING WALLS 1 HR. U-305 BLOCK N - MIXED USE 6. WINDOWS AND DOORS: EXTERIOR NON-BEARING WALLS 1 HR. UL-U329 PROJECT DIRECTORY: 6.1. VERIFY ROUGH OPENINGS WITH SELECTED MANUFACTURER. 6.2. REFER TO EXTERIOR ELEVATIONS AND FLOOR PLANS OR SCHEDULE FOR INTERIOR BEARING WALLS 1 HR. UL-U329 �, Z Z �,U HEAD HEIGHTS. INTERIOR NON-BEARING WALLS 0 HR. U-407 O O Trophy Club INTERIOR NON-BEARING PARTY WALLS 1 HR. UL-U342 O Z OWNER STRUCTURAL ENGINEER CIVIL ENGINEER INTERIOR BEARING PARTY WALLS 1HR. ULU342 Q ao FOX GROUP, LLC VIEW TECH INC. BGE INC. 4208 BELTWAY DRIVE 2595 DALLAS PARKWAY ADDITIONAL NOTES ELEVATOR SHAFT/SHAFT WALLS 2 HR. UL-U308 [� ADDISON, TX 75001 SUITE 204 STAIRWAYS 2 HR. UL-U308 [� PROJECT ADDRESS PHONE: (972) 661-8187 FRISCO, TX 75034 Westlake O HORIZONTAL ASSEMBLY(IES)FIRE SEPARATION R-2/R-2 1 HR. UL L521 „a 1. GENERAL CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, FAX: (940) 458-7417 PHONE: (972) 464-4800 AND NATIONAL CODES AND REGULATIONS. HORIZONTAL ASSEMBLY(IES)FIRE SEPARATION B/R-2 1 HR. 10"Concrete Slab 49 ARTA DRIVE (TBPE F-12214) CONTACT: JASON FREY WESTLAKE, TEXAS (TBPE F-1046) 2. GENERAL CONTRACTOR SHALL COORDINATE THE SCOPE OF WORK WITH ALL HORIZONTAL ASSEMBLY(IES)FIRE SEPARATION B/S-2 1 HR. 8"Concrete Slab LOCAL ELECTRIC,TELEPHONE, GAS,WATER,AND SEWER COMPANIES IN me ENTRADA` `, PARTICULAR WHEN TRENCHING AND RUNNING REQUIRED UNDERGROUND PARKING REQUIREMENTS ARCHITECT MEP ENGINEER LANDSCAPE CONDUITS,SLEEVING, BORING,AND PIPING. BUSH ARCHITECTS COUNSEL ENGINEERS STUDIO 13 DESIGN GROUP -- 3. GENERAL CONTRACTOR SHALL COORDINATE THE MECHANICAL, ELECTRICAL, REQUIRED PROVIDED 4700 WESTGROVE DRIVE SUITE 200 4020 McEWEN DRIVE STE. 105 386 W. MAIN STREET " "Rd PLUMBING, CIVIL,&STRUCTURAL ENGINEERING&LANDSCAPE ARCHITECT. ADDISON, TX 75001 DALLAS, TX 75244 LEWISVILLE,TX 75057 PARKING SPACES: (2)SPACES PER/R2 RESIDENTIAL UNITS 22 SPACES PHONE: (469) 857-3151 PHONE: (214) 632-7766 PHONE: (469) 635-1900 -R2(10)UNITS RESIDENTIAL: 20 SPACES REO'D. E-MAIL: ralph@busharchitects.design CONTACT: WILLIAM A. LEE CONTACT: LEONARD W. REEVES (1)SPACE(S)GUEST PARKING SPACES 10 SPACES CONTACT: RALPH BUSH LEGAL DESCRIPTION o�eRd -B BUSINESS(SMALL RETAIL): (1)SPACE PER 1200 SF.GROSS RETAIL STORE(B) Dove Rd Winfield Estates 36 SPACES REQ'D. (1)SPACE PER/100 SF.GROSS RESTAURANT(B) SHARED PARKING WITH ADJACENT Q Q J LOT 1 BLOCK N 71 SPACES REQ'D. BUILDING PER PARKING AGREEMENT Vaquero Club „a Z m WESTLAKE ENTRADA HANDICAP SPACES: (1)HANDICAP SPACE PER 11-25 CARS REO'D. TOWN OF WESTLAKE, TARRANT COUNTY, TX. (2)HANDICAP SPACES PER 25-50 CARS REO'D. VICINITY MAP N.T.S. SHEET INDEX SQUARE FOOTAGE CALCULATIONS ARCHITECTURAL DRAWINGS A2.09 UNIT FLOOR PLANS A7.03 ELEVATOR SECTION S102 SCHEDULES S603 TYPICAL WOOD DETAILS P2.07 PARKING GARAGE-BELOW FLOOR-PLUMBING E5.02 ELECTRICAL SCHEDULES AREA SCHEDULE A2.10 UNIT FLOOR PLANS A7.06 PARTITION TYPES S103 SCHEDULES S604 TYPICAL WOOD DETAILS P2.08 PARKING GARAGE-DOM AO.01 COVER SHEET/GENERAL NOTES UNIT UNIT A2.11 UNIT FLOOR PLANS A8.01 TYPICAL DETAILS S104 SCHEDULES S610 SHEAR WALL SCHEDULE AND DETAILS P2.09 LEVEL 2-COMM.RETAIL-PLUMBING TYPE LEVEL USE COUNT DES. CONFIGURATION A.0 GARAGE BLCNY COMMON TOTAL A0.02 REFERENCE SHEET/SYMBOLS A2.12 UNIT FLOOR PLANS A8.02 TYPICAL DETAILS S201 FOUNDATION PLAN S611 SHEAR WALL SECTIONS AND DETAILS P2.10 LEVEL 3-1 ST FLOOR-DOM A0.03 2015 TEXAS ACCESSIBILITY STANDARDS A2.13 ENLARGED STAIRWELL PLANS A8.03 TYPICAL DETAILS S202 LEVEL TWO RETAIL S611 SHEAR WALL SECTIONS&DETAILS P2.11 LEVEL 4-2ND FLOOR-DOM CONCRETE L1 PARKING 10623 10623 A0.04 2015 TEXAS ACCESSIBILITY STANDARDS A2.14 DOOR&WINDOW SCHEDULES A8.04 PLAN DETAILS S203 LEVEL THREE PODIUM S612 SHEAR WALL SECTIONS&DETAILS P2.12 LEVEL 5-3RD FLOOR-DOM CONCRETE L2 RETAIL 8199 2424 10623 A0.05 2015 TEXAS ACCESSIBILITY STANDARDS A2.15 ROOM FINISH SCHEDULES A8.05 PLAN DETAILS S204 LEVEL FOUR FRAMING PLAN S613 SHEAR WALL SECTIONS&DETAILS P2.13 LEVEL 1-PARKING GARAGE-GAS 3RD 2 BDRM/2 BATH/ ARCHITECTS WOOD FLOOR RES. 1 1A Balcony 1,289 331 1327 1620 A0.06 2015 TEXAS ACCESSIBILITY STANDARDS A3.01 LEVEL ONE REFLECTED CEILING PLAN CIVIL DRAWINGS S205 LEVEL FIVE FRAMING PLAN MEP DRAWINGS P2.14 LEVEL 2-COMM.RETAIL-GAS A0.07 2015 TEXAS ACCESSIBILITY STANDARDS A3.02 LEVEL TWO REFLECTED CEILING PLAN C1 COVER SHEET S206 ROOF FRAMING PLAN MO.00 MECHANICAL ABBREVIATIONS AND LEGEND P2.15 LEVEL 3-1ST FLOOR-GAS 4700 WESTGROVE DRIVE,STE.200 1 1 B 2 BDRM/2 BATH 1,495 1495 ADDISON,TX 75001 A0.08 LEVEL ONE LIFE SAFTY PLAN A3.03 LEVEL THREE REFLECTED CEILING PLAN C2 REPLAT S207 SHEAR WALL PLAN M2.01 LEVEL 1-PARKING GARAGE-MECHANICAL P2.16 LEVEL 4-2ND FLOOR-GAS PHONE:972-333-9455 1 1C 2 BDRM/2 BATH/ 1,230 190 1420 EMAIL:ralph@busharchitects.design A0.09 LEVEL TWO LIFE SAFTY PLAN A3.04 LEVEL FOUR REFLECTED CEILING PLAN C3 KEY MAP S301 FOUNDATION TYPICAL DETAILS M2.02 LEVEL 2-COMM.RETAIL-MECHANICAL P2.17 LEVEL 5-3RD FLOOR-GAS Balcony EMAIL:jay@busharchitects.design A0.10 LEVEL THREE LIFE SAFTY PLAN A3.05 LEVEL FIVE REFLECTED CEILING PLAN C4 SITE PLAN S302 FOUNDATION TYPICAL DETAILS M2.03 LEVEL 3-1ST FLOORPLAN-MECHANICAL P3.00 PLUMBING DETAILS EMAIL:butler@busharchitects.design A0.11 LEVEL FOUR LIFE SAFTY PLAN A4.01 LEVEL ONE ELECTRICAL LAYOUT C5 GENERAL NOTES S303 COLUMN SCHEDULE M2.04 LEVEL 4-2ND FLOOR-MECHANICAL P4.00 SCHEDULES&DIAGRAMS 1 1 D 2 BDRM/2 BATH 1,624 1624 PROJECT NO. 18-154 A0.12 LEVEL FIVE LIFE SAFTY PLAN A4.02 LEVEL TWO ELECTRICAL LAYOUT C6 PAVING PLAN S304 CMU TYPICAL DETAILS M2.05 LEVEL 5-3RD FLOOR-MECHANICAL E0.00 ELECTRICAL ABBREVIATIONS AND LEGEND ISSUE LOG A1.01 SITE PLAN A4.03 LEVEL THREE ELECTRICAL LAYOUT C7 PROPOSED DRAINAGE AREA MAP S305 CMU TYPICAL DETAILS M2.06 LEVEL 6-ROOF PLAN-MECHANICAL E1.00 SITE PLAN-ELECTRICAL 1 1 E 3 BDRM/3.5 2,560 303 2863 BATH/Private terrace DATE DESCRIPTION A1.02 SITE PLAN DETAILS A4.04 LEVEL FOUR ELECTRICAL LAYOUT C8 GRADING PLAN S401 SECTIONS&DETAILS M3.00 MECHANICAL DETAILS E2.01 LEVEL 1-PARKING GARAGE-ELECTRICAL 09/04/2019 COMMENTS A4.05 LEVEL FIVE ELECTRICAL LAYOUT C9 WATER,STORM,DUCTBANK&SEWER PLAN S402 SECTIONS&DETAILS M4.00 MECHANICAL SCHEDULES E2.02 LEVEL 2-COMM.RETAIL-ELECTRICAL WOOD 4TH RES 1 2A 2 BDRM/on 2497 131 1322 2628 10/24/2019 PERMIT SET A2.01 LEVEL ONE FLOOR PLAN FLOOR BATH/Balcony A2.02 LEVEL TWO FLOOR PLAN A5.01 ELEVATIONS C10 EROSION CONTROL PLAN S502 PT CABLE PROFILE TYPICAL DETAILS P2.00 LEVEL 1-PARKING GARAGE-BELOW FLOOR E2.03 LEVEL 3-1 ST FLOOR-POWER 11/08/2019 CONSTRUCTION SET 12/06/2019 1 CITY COMMENTS A2.03 LEVEL THREE FLOOR PLAN A5.02 ELEVATIONS C11 STREET LIGHTING PLAN S503 PT CABLE PROFILE TYPICAL DETAILS P2.01 LEVEL 1-PARKING GARAGE-PLUMBING E2.04 LEVEL 4-2ND FLOOR-POWER 1 2B 2 BDRM/2 BATH 1,500 1500 A2.04 LEVEL FOUR FLOOR PLAN A6.01 BUILDING SECTIONS LANDSCAPE DRAWINGS S504 POST TENSION TYPICAL DETAILS P2.02 LEVEL 2-COMM.RETAIL-PLUMBING E2.05 LEVEL 5-3RD FLOOR-POWER A2.05 LEVEL FIVE FLOOR PLAN A6.02 BUILDING SECTIONS L1 LANDSCAPE PLAN S505 SLAB TO COLUMN TYPICAL DETAILS P2.03 LEVEL 3-1ST FLOOR-PLUMBING E2.06 LEVEL 6-ROOF PLAN-ELECTRICAL 1 2C 2 BDRM/2e BATH/ 2,535 292 2827 Private Terrace A2.06 ROOF PLAN A6.03 BUILDING SECTIONS L2 LANDSCAPE&SCREENING S506 SLAB TO COLUMN TYPICAL DETAILS P2.04 LEVEL 4-2ND FLOOR-PLUMBING E4.00 ELECTRICAL RISER DIAGRAMS A7.01 WALL SECTIONS STRUCTURAL DRAWINGS S601 TYPICAL WOOD SECTIONS AND DETAILS P2.05 LEVEL 5-3RD FLOOR-PLUMBING E5.00 ELECTRICAL SCHEDULES 1 2D 2 BDRM/2 BATH 1,624 1624 A2.07 UNIT FLOOR PLANS SCALE: A2.08 UNIT FLOOR PLANS A7.02 WALL SECTIONS S101 COVERSHEET S602 TYPICAL WOOD DETAILS P2.06 ROOF PLAN-PLUMBING E5.01 ELECTRICAL SCHEDULES 5TH WOOD FLOOR RES 1 3B 2 BDRM/2 BATH 1,501 2915 1501 TOTAL UNITS 17,855 18822 1247 7988 45912 DATE w 10/24/2019 w \1 MININUM # OF BEDROOMS PER UNIT UNIT SIZE (MIN.) UNIT SIZE AVERAGE TOTAL UNITS % TOTAL = 1 BEDROOM UNITS = 0 NA NA 0 0% (J) 2 BEDROOM UNITS = 9 1230 SF 1699 SF 9 90% SHEET 3 BEDROOM UNITS = 1 2560 SF 2560 SF 1 10% w ' AO.01 REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS 0 (WA, 14 V LIFE SAFETY NOTESzzx z W�WF aa� 2 z� wF 0.W 1. THE CONTRACTOR SHALL NOT SCALE THE 1-4 Q A w z a 2, DRAWINGS. — mzpOoa0. $ zOwc40�U �O V ¢HzaUaa�¢�cG¢ 2. REFER TO SHEET"REF"FOR ADDITIONAL NOTES AND ¢o W qz o ABBREVIATIONS 2 / WozxUxF� oo clL o.1 a 3. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY > �F�OW LIGHTING AND EMERGENCY SIGN LOCATIONS. �y A g�w QQq_ F z a wwAA'zocx7wi,Q Ln 4. BUILDINGS TO BE FULLY SPRINKLERED.CONTRACTOR O z w o x w SHALL INSTALL AUTOMATIC FIRE SPRINKELER O N o F g o U F O o SYSTEM TO COMPLY WITH ALL STATE AND LOCAL r U F.W°o F Q F a] CODES. V a °z 'z E3W°� a �o� ooQaNz� 5. ALL FIRE RATED WALLS TO HAVE SEALS AT THE FINISH FLOOR AND UNDERSIDE OF DECKING ABOVE. d¢F o 6. PROVIDE FIRE EXTINGUISHERS IN LOCATIONS AS W o¢ w z z 2 SHOWN AND COMPLYING WITH NFPA 10. LLJ o Wz Q w o'-�o u.=' CONTRACTOR TO COORDINATE FINAL LOCATION x u"°'m z x z WITH FIRE MARSHALL FOR APPROVAL. U 9<r o 2 4 uu�°z O a o V JgzOQ¢�WbC Nw 7. REFER TO MAXIMUM TRAVEL DISTANCE TO PORTABLE A w 4 w o a¢ w oz FIRE EXTINGUISHERS/FIRE EXTINGUISHER CABINETS: ~ x o w N o O a Q 75FEET. 01.0�uy,UMozzv d W 9- W,w4 W I� 8. HEIGHT OF PORTABLE FIRE EXTINGUISHER SHALL BE A z° INSTALLED SO THAT ITS TOP IS NOT MORE THAN 5 F" a a o a FEET ABOVE. �xw�W�WHCHQpwpA �� 9. REFER TO ELECTRICAL DRAWINGS QUANTITY AND H U wM�H a ¢z w a z LOCATION OF SMOKE DETECTORS. o' y w a o o¢ w z W 0.W h U ____________________ ______ ______________________ _ ________________ __ _ W U U r� }i 10. REFER TO ELECTRICAL DRAWINGS FOR LOCATION OF 0 fy o¢ o a y FIRE ALARM SIGNALS(VISUAL AND AUDIBLE). I I I Yi SYMBOLS RESIDENT RESIDENT RESIDENT STORAGE RESIDENT RESIDENT RESIDENT RESIDENT RESIDENT T COM. MEANS OF EGRESS � STORAGE STORAGE os STORAGE STORAGE STORAGE STORAGE STORAGE ROOM m � � � � � � � PATHWAY ' 103 904 106 107 108 109 -I �� STAIR#2 F.E.C. F.E.C. 1 HR RATED FIRE PARTITION � I I j I I 2 HR ENCLOSURE F 9'-0"TYP. i Lu FIRE EXTINGUISHER DISTANCE I Z 11 j I j 8 ---m 1 2 3 i o 4 5 6 7 i w 9 10 11 --- EXIT SIGN/LAMP EMERGENCY EXIT Q I I ---tN TYPE 'C' DOOR(36") ; I 9 I I ® FIRE EXTINGUISHER -2"=34"/0.15= 1 = I CABINET 226 PERSONS i o I i o F.E.C. Lu FIRE ALARM I N I I L� P.S. PULLSTATION P.S. F.E. I I I o 32'-0" FE DISTANCE I CD W -----------L- -------------�---------------------------------------- --- Tv/ --------------------------- - -- --------------------- -- -------------- ROLL OUT AREA 9,314 S F I 36'-6" FE DISTANCE r I I I DUMPSTER LOCATION cn MEANS OF EGRESS PATHWAY: 143'-5" I V1 a 42; o I 6 3j4„ i 12 zo 1/ �j j w I N co i� PARKING I 48' I i H Z Q U z I of io GARAGE I I O U z W v 100 o I �p5 O 1 LU I \`�j�� fn 3: I I— — — — — — —t 1_ I Q�_ 43'-8" FE DISTANCE 1� I Lua I 13 r - ----- ------------�i I i Z 9'-0.1 ° O I F C I iol 31'-0 1/4" I 1 l i I 1 I I l i 1 I 1 I I 221 I TYPE'C' DOOR 3 ' I ELEVATOR 1 1 J` 20 18 ( I i 16 15 1 i 14 12"=34'/0.15= i 226 PERSONS 1 SI I I I l i I I 17 l i 70'-4" FE DISTANCE I Eo 1 1 1 1 RISER I I ROOM ® I STAIR#1 1 ioz 1 I L — a IIIII � ----------------- ----------------- I inl ( IIIII � ----------------- ----------------- JI I N I 0 00 F.E.C. 1 I i 3080 1 9 I ELECTRICAL 1 I 21 55'-0" FE DISTANCE j 101 L--�-- ----------- ----------- -- -----------------------� F.E.C. P.S. - ' - ' - \ PARKING PROVIDED LABELED AND COUNTED, DIMENSIONED 1 O I I us ARCHITECTS T I 4700 WESTGROVE DRIVE,STE.200 ADDISON,TX 75001 PHONE:972-333-9455 EMAIL:ralph@busharchitects.design EMAIL:jay@busharchitects.design EMAIL:butler@busharchitects.design PROJECT NO. 18-154 ISSUE LOG DATE DESCRIPTION 09/04/2019 COMMENTS 10/24/2019 PERMIT SET z 11/08/2019 CONSTRUCTION SET 12/06/2019 1 CITY COMMENTS U- SCALE: Q 1/8If=1'-0" V) o1 LEVEL ONE LIFE SAFETY PLAN uw U— A0.08 SCALE: 1/8"=1'-0" J DATE w 10/24/2019 NORTH 0 J SHEET REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS w AO.08 J Lu V) 4 J a zlFo a a z., aooK2INoh¢ PARKING SPACES LEGEND 0 W a Hz H PARKING SPACE 9'-0" X 18'XO" E18' DIR ONA R OA D PROPERTY LINE D 1 ° I i " i " � HwOwc7wwz3� *444HANDICAP SPACE 9-0 X18X0 FF18' azF � a� q AISLE 5-0 X 18 XO g1 5' g1 EASEMENTS/SETBACKS (n �, N a A z o W .n�qH w q 24 UL TlL l T y OR�I lIVA GE q .� um Qw- z zwz° aawFw UP 10 RISERS VAN HANDICAP SPACE 9'-0" X 18'XO" 18' TARGET MARK cc, EMERGEIVC Y ACCESS ORl l/E @ 7" (MAX) AND AISLE 8'-0"X 18'XO" gv 81 91 PAVERS, HERRINGBONE RAMP UP 5% A x z 3 3 W W 19 TREADS PATTERN (REF TO (MAX) @ 11" (MAX) HANDICAP PARKING a o LANDSCAPE) 36" HIGH HANDRAIL HANDICAP VAN PARKING V H ° AND 42" HIGH 42" HIGH L _ U Q�W 2 Q r"'z z GUARDRAIL GUARDRAIL PAVERS, HERRINGBONE REF TO LJJ PATTERN ( TRAFFIC DIRECTIONAL ARROWS � LANDSCAPE) ,�/� ,�/ ��o�❑��x�oao A/C CONDENSING UNIT ® vi N�W Q¢� � x »o °o�s� oH UP 17 RISERS FIRE SPRINKLER RISER ROOM * o F° u¢A lu @ 7" (MAX) AND �G Azao�� N� 16TREADS Wa ¢i°�Q w w F c TIT11" ��:-WFFQo°�� - - - - - - - - - - - - - - - - - - - - - - - @ (MAX)( ) SITE NOTES �w�z�F3zz��acF> �, v�ioQ.ozavoHYF ° 36" HIGH HANDRAIL �" a u<Wgwxa° �� 1. CONTRACTOR TO INSTALL ALL EXTERIOR a ¢H AND 42" HIGH a WS �FWax w w�a�"o.]OQ2v, GUARDRAIL LIGHTING TO MEET ENTRADA GUIDELINES AND a STAIR#2 ZONING REQUIREMENTS. — — — — — — — — — — — — — TRASH ENCLOSURE (REF. TO MEP PLANS FOR DESIGN) - - - - LOCATION (BELOW, REF. TO 2. SEE CIVIL ENGINEERING AND LANDSCAPE I I I I i A1.02/02) PLANS FOR UTILITIES, DIMENSIONS CONTROL, I 5' SIDEWALK I I I I GRADING, DRAINAGE, PAVEMENT, HC RAMPS I I I I FULL AND ALL SIDEWALKS. —, ��L 14 13 12 11 10 9 8 7 6 5 4 3. CONTRACTOR TO INSTALL ALL SIGNAGE TO I I MEET ENTRADA GUIDELINE REQUIREMENTS. SLOPE UP _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 42" HIGH GUARDRAIL 4. REFER TO MEP PLANS FOR LIGHTNG - - - - - - - - - - - - - - - ° e - - - - - — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECIFICATIONS, HVAC, GAS, TELEPHONE AND ELECTRICAL SERVICE LOCATIONS. ROLL-OUT ASTERISK DENOTES FIRE SPRINKLER RISER DUMPSTER LOCATION ROOM W I � W � LL ISLOPE FOUNDATION TO DRAIN PER I-1 STRUCTURAL W DRAWINGS PARKING GARAGE I VV11 ►� c , FOR TENANT USE ONLY I W z 14n� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - th — — — — — — — — — — — — — — — — — — — f PLANTER , (REF. TO ^ LANDSCAPE II DRAWINGS) 15 16 18 20 ELEVATOR 21 22 O IIIX, TRENCH I u �O I DRAINLl) Q� I I � (REF. TO MEP) �<F. � — — — — — - - - - - �� - - - - - - - - - S.R.R. - - STAIR - - - - - - - - - Q SLOPE UP 5% (MAX) GATE GATE Y RGE O ARK r CALL 36" HIGH HANDRAIL R 4 / STL TO IF L G EPP o BOX —� P E 'CAP A BOLLARD Z o RG��L (REF. TO —� o &M�PI A1.02/01) -{ RETAINING WALL ° -7) (REF. TO CIVIL o PAVERS, HERRINGBONE n O DRAWING 1 S R ) a @ 7 (MAX) AND PATTERN (PER ENTRADA � Z 10 TREADS GUIDELINES) D o@ 11" (MAX) U 7 � � T TRENCH DRAIN 36" HIGH ANDRAIL (REF. TO CIVIL) Cal us CROSSWALK ARCHITECTS / (REF. TO CIVIL) 4700 WESTGROVE DRIVE,STE.200 ADDISON,TX 75001 RETAINING WALL / PHONE:972-333-9455 EMAIL:rjay@buusharchects. esig n (REF. TO CIVIL EMAIL:jay@busharchitects.design DRAWING) EMAIL:butler@busharchitects.design PROJECT N0. 18-154 Cwly\ I ISSUE LOG G R\V DATE I DESCRIPTION \� O 09/04/2011 COMMENTS 10/24/2019 PERMIT SET 11/08/2019 CONSTRUCTION SET 12/06/2019&CITY COMMENTS Vf' v O SCALE: 1:100 DATE / � z 10/24/2019 o, SITE PLAN 0- SHEET REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS �01 SCALE: 1:100 NOTE: REFER TO CIVIL PLANS FOR SITE DIMENSION CONTROLull w A1 .01 x c:x Q QU' F z3zF w z x UQ� U F C- L;1..I wwm�R W Y W zF V J �aW W z�x°iFzzz z-cop luo�a <a Z w a}0-Q U F of z �zQ Q u N F¢C C O Q¢F U>z 0 Fw 3 a L1..I zw 7 a�j Oz0 aoazzWo�`Ec¢q O wzyxW��zz¢�wuF.oi N zp�[x-�aOw W�uF Go 02/A5.02 O U as°Um�oF�¢�m ® uj LL zmaFF�oa�ao� xmo� a Eyo 122'-0" 22'-11" F N o W z n n n i n i n n V / H �SU¢ r OU>V I� 22-0 27-0 24-0 49-0 15-6 7-4 W z ¢ ¢w Q WWW F n n n n n n n n n n n n aU 21-0 10-0 6-0 10-0 23'-0" 10'-0" 6 6'-0"6 10'-0" 6 6'-0" 10'-0" 6 4'-0" ^ w z a ¢z w a z Q a m¢^co c ao F�,zpoo�zQo�c x W O W Q a Y U[a. "D.S., DRAIN T x »owOp't4' o0 lSUBTERRANEAN t-�� A a�ooW° F°ao � (REF.TO MEP) F\ " F w TYP. MTL.STUD 2)4"D.S., DRAIN TO "D.S., DRAIN TO o z o° Q N�m o F WALL UP TO SUBTERRANEAN SUBTERRANEAN T-8"WITH (REF.TO MEP) (REF.TO MEP) p �V CHAIN LINK �HzuzF� zoW w ABOVE,TYP. ¢a a z w a w o ^ z ry w Y w¢a w¢z z a a'a U¢F w z ¢ d v — — — — — — — — — — — — I 7LE O — — z w o�Q o I 'VR SIDENT RESIDENT RESIDENT cLOW SIF03 103 03 RESIDEN RESIDENT RESIDENT RESIDENT 103 ORAGE STORAGE O O STORAGE O O VOLTAGEo3O� STORAGE STORAGE STORAGE STORAGE 'I 103 104 105 _' 106 107 108 109'-6" 5'-8" 11'-4" 5'-4" 11-8 5'-4" 1[ 5'-10" 5'-10" 5'-4" 11'-8" 11'-8" 5'-4" 14'-6" 71 I STAIR#2 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — •• 103 WROUGHT i '-' IRON coo HANDRAIL I CURB STO ,TYP. FULL FULL FULL FULL FULL FULL FULL FULL i F LL FULL FULL 14 13 12 11 10 9 8 7 I 6 5 4 UP °° oI - - - - - - - - - - - - — — — — -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ri I 01 PI 1 I — e fV cp- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 4"F r' 9'-8" I 110'-4" 19'-0" i rn _ _ _ LOOR DRAIN, DRAIN LOOR DRAIN, DRAIN LOOR DRAIN, DRAIN LOOR DRAIN, DRAIN loz ROLL-OU DUMPSTER LO ATION `r to TO SUBTERRANEAN CTO SUBTERRANEAN TO SUBTERRANEAN TOSUBTERRANEAN�o (REF.TO MEP) REF.TO MEP) PARKING (REF.TO MEP) (REF.TO MEP) N 0 0 o GARAGE ECORATIVE _ WROUGHT rTl 3 FULL � IRON FENCE, iv TYP. o SLOPE FOUNDATION - `J Ln al® SOTRUCCTURA DRAIN R IN o ®0 DRAWINGS iv vi CD o ~ �' 2 FULL i LLn r n rTl Q 59'-0" 8'-4" 50'-8" 25'-5' w 'z Lu II _ t- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 00 � o� Q C) 15 16 18 oo ELEVATOR 1 FULL J J J 20 21 22 3�-5" 11'-4" N J J J Z LL LL LL � 101 0 0 SAFETY O V _ BOLLARD,TYP. 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I SUMP PUMP o M LOCATION o i REASE TRAP REF.TO zo MEP/CIVIL T sh ARCHITECTS 4700 WESTGROVE DRIVE,STE.200 ADDISON,TX 75001 0 Lu PHONE:972-333-9455 EMAIL:rjay@buusharcitects.desi gn Q EMAIL:jay@busharchitectr.design p 2'_0" EMAIL:butler@busharchitects.design 1'-6" 2'-0" 6" 6" 6" 6" 6" " 6" 6" 33'-9" 12'-0" T-10" 15'-3" 12'-8" 14'-0" 14'-0" 8'-0" '-411 8'-10" Q PROJECT N0. 18-154 37'-3" 19'-10" 27'-11" 2-0 34'4' 2'4' 3'_0" 2'-2" 6, (D ISSUE LOG DATE DESCRIPTION 122'-0" 13'-6" 9'-4" 09/04/2019 COMMENTS 10/24/2019 PERMIT SET 01/A5.01 i z SCALE OC 1/811 = 1'-011 0 0 o1 LEVEL ONE FLOOR PLAN - PARKING GARAGE DATE Lu 10/24/2019 A2.01 SCALE: 1/8"=1'-0" z NORTM 0 SHEET J > A2.01 REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS w J U F H °zzx va° H qq¢ z wUwFaa �zo W a�wzw aw wwF oa6_0 wW0. zN (n �92°i �o�� a Fy00HQ,7N FO',Z>' rL'Uac4'�¢UqCG¢ F ¢ ¢ z L.L o¢F�u>�W z3 F�¢��o�pzz�zo > a x w Q a �opF�WQ�Fzaz v,a Ox a w¢ � Ua�QWQ�¢3�zvw A U O zw�zr0�zaa ww wti N zw� aryw�°uFOo OW F°U P]F L F a LL VQx�ah �OWq oou33�o 02/A5.02 a Lu v aoQ ® z wmuSv °wOz '�'sa °Fw�AF� Q�o¢a F o V^ Zo , U r qq ¢¢w w a o � WoN¢Q'wr� ,,^/ �i *0 UU 5>w4 0o5 122'-0" I 23'-0" U �2�oz<0.° o WW , oh n n n n n F��°cw.)OowgpU70 10-8 74-4 37-0 15-6 7-5 F� Q�zWW�a¢E;ao n �_ n i_ n �_ n �_ n n n u u n u n n n 101, 6 1 4 1 4 1 4 1 4 6 6 6 6 6 6 6 6 6 un 6" 21_611 6�_4" 6. 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ARCHITECTS 1 —' 4700 WESTGROVE DRIVE,STE.200 1 L —— — — — — — — — — — — M --------- � --------- ADDISON,TX 75001 --- 1 , EMAIL PHONE:a ph@b sharchitects.design fV --__ _ _ 1 EMAIL:jay@busharchitects.design 1 T EMAIL:butler@busharchitects.design 1 ' A 0 O A i N PROJECT NO. 18-154 I � ------ ------------T- ---------- -' ;-I ISSUE LOG DATE DESCRIPTION I 09/04/201 COMMENTS 10/24/201S PERMIT SET 8" 51_8" 7'-8" ' 5'-8" 2'-4" / / 3'-0" / 1 - 6 -3 1/2 2'-10" 6'-3 1 2" 6'-4 1 2" 6'-4 1 2" ' " 50 -0 19 -0 14-10 361-211 1 122'-0" (D SCALE 4 3/16 1 01/A5.01 rr-1 m DATE '01 LEVEL FIVE BUILDING PLAN 10/24/2019 w A SCALE: 3 16 =1 —0 U- SHEET w A2.05 REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS > w J Ip 100 x NOTES: EALANT Q 30"X30"-LBS.LEAD SHEET,PRIMED 4 w x�x U 1.THE DRAWING IS GENERAL INSTALLATION ONLY. 1 O\i 1 n AND DFORMED TO THE INSIDE OF THE zRAIN BOWL SET IN A LAYER OF H F m¢°a a a F z COUNTER FLASHING 1 1 1 PLASTIC CEMENT ON TOP OF THE BASE w z a¢ ¢w 2.MATCH THE EXISTING SCUPPER INSTALLATION F. z z z v a z 0 ( I' ) w °a"ovomwvw' ,,, o`wn¢ ROOF NOTES CONFIGURATION AT EXTERIOR WALLS. INTER-PLY SYSTEM. PARAPET WALL SHEET METAL SCUPPER 0 WELDED-SECURED U 4 A q¢ o a w CLAMPING RING INSTALLED OVER APPROVED SEALANT-7TO WALL ADDEKROPT.N BLOCKING THE STRIPPED IN ROOF DRAIN BASE/INTER-PLY,FULLY W o z a m 1. ALL DETAILS RELATING TO THE ROOFING SYSTEM METAL FLANGES _ (PLIES,LEAD,PLIES AND CAP ADHERED BEYOND THE o a o o o�x r SHEET)AND TIGHTENED. UNDERLAYMENT A MIN.OF 3". �� H z z x v a a 2 U�qq x F REGARDLESS AS TO HOW THEY MAY BE INDICATED I NOTES: CAP SHEET SURFACING °w O z¢u x a a o 0 PARADIENE 20(FULLY ADHERE) I STRIPPING/BACKER PLY, ON THESE CONTRACT DOCUMENTS, MUST BE FIELD VERIFY OVERFLOW SCUPPER ADHERED TO THE STRIP PING H w 1z FULLY ADHERED BEYOND H O w 7 w z 3� PLIES AND THE INTER-PLY O¢¢ U> a APPROVED BY THE ROOFING MANUFACTURER SO PARAPRO FLASHING MEMBRANE _ I LOCATION AND COORDINATE OPENING SYSTEM. nnnnnnnna THE UNDERLAYMENT �z a a a FULLY ADHERE) 11111 II II II II II III A MIN.OF 3". W (torch apply) WALL DIMENSIONS WITH ARCHITECT. 3 °E x z q�F-z a¢ 00 //�; /411111 11 11 11 11 11111d\ a D, yagQ Qpzo5a�q AS TO OBTAIN THE REQUIRED GUARANTEE AS OVERLAP AS REQ.'D BY ROOF MANUF. I OPENING LlLwuuuuu �a w w W4¢3 z x w w MEMBRANE FLASHING SHEET ADHERED I _ _ _ s z w w m a a 0.w w INDICATED IN THE PROJECT MANUAL. TO BACKER,MOP OR COLD-APPLIED I N o o 0 o w¢ ¢p DISCREPANCIES SHALL NOT BE CAUSE FOR - - F q w a]w LL Qxaao�3�g3q� ROOF PER SPECS. '�N ------ 0 5 a a a y a MODIFICATIONS TO THE CONTRACT SUM. -------- ------------ _ ° a¢¢¢° BASE SHEET,INSTALLED w z w x U o= x d VER THE ION 2. �i4PERED INSULATION TO BE LOCATED & PTIONAL WOOD BLOCKING I iv OCOVER BOARD OR ROOF o q W D w¢ a] ROOF LINE "w q q F P]¢�m Q¢W�¢py F o i SUBSTRATE. I/1 U o W g Q o a z INSTALLED FOR EFFICIENT ROOF SURFACE V) z u " w DRAINAGE OF ROOF THROUGH-PARAPET SCUPPERS CONDUCTOR HEAD/LEADER ~� W o 6 a'z r z w UE 5 w AND THROUGH-PARAPET OVERFLOW SCUPPERS HEAD PER MANUFACTURER U p o o p a°� AND AT ALL ROOF EQUIP AND MEP CURBS, ROOF x q DRAINS, ROOF OVERFLOW DRAINS AND ROOF ° °° ° q° 04 SECTION THRU SCUPPER o3 WATER OUTLET SCUPPER ELEVATION o4 ROOF DRAIN— TYPICAL o�°�i- Q °W�6" Fl+F,�UU.a o.2-5y'uzu,=,z , SCUTTLES. INSULATIONS BOARD CRICKETS & „ „ A2.06 SCALE: 1"=1'-0" A2.06 SCALE: 1 =1 —0 A2.06 SCALE: 1 1/2"=1 —0 U SADDLE SLOPES ARE TO MEET ROOFING SYSTEM x W F F F Q A A MANUFACTURERS STANDARDS FOR EXTENT, xzo � a �° u SLOPES & CONFIGURATIONS. m W x a � vF'a¢.Oz.iUq� Fa H a u¢wfaOc7 -'wc7 r� OtiO gOaw .'>'Oi--q ax 3. INDICATES SLOPE OF ROOF.. U x �Zwoa¢o ¢� 4. ROOF TOP EQUIPMENT CURBS AND ROOF SCUTTLE CURBS FURNISHED & INSTALLED BY GC, ARE TO BEAR DIRECTLY ON ROOF STRUCTURE. DO NOT BEAR ON ROOF DECK. ROOF TOP EQUIPMENT MUST 01 . — ——— --_-------------------------------__ __------------------------------ --- 1 SIT LEVEL. ————— —————— Azos 1 5. ALL PIPES, CONDUITS, JUNCTION BOXES, DISCONNECTS, EXPOSED STEEL, UNPAINTED SHEET ; METAL. FLASHING, ROOF SCUTTLE CURBS, ETC. ; I 4:12 4:12 4:12 ' 1 ABOVE ROOF ARE TO BE THREE (3) COAT PAINTED. 3"OVERFLODRAW TYP. 1 w o w 'COLOR(S) TO BE SELECTED BY ARCHITECT. I I ----------------------------------------------------------------;— 3' DRAINBELOW, P. 00 0 ; �w LL d LL 1 6. ROOFING SYSTEM - REFER TO SPECIFICATIONS I I ; 0 0= 1 FOR BASE BID & ALTERNATE ROOFING MATERIAL, ROOFING TYPE & PRICING INFORMATION. ; I PRIV TE ERRA E v CONC.P ER&ON PRIVATE _-ERRkE ; I ' 1 PEDESTALS OVER TPO PEDESTALS OVER TPO1 7. ALL ROOF PENETRATIONS, ROOF FLASHINGS AND I ® I ROOFING MEMBRANE OVER -ROOFING MEMBRANE O ER ; ADDED ROOF TOP EQUIPMENT SERVICE PATHWAYS 4:12 ; R-25 OLYINSULATION- N ULATIO R-2 POLY IN ULATIO I BOAR OVER BOA D OVER PLYWO REQUIRED AS PART OF THE INTERIOR FINISH OUT I DECKIJLYWOO� G DECKING CONTRACT, ARE TO BE PERFORMED BY THE I OWNER'S/LANDLORD'S ROOFING CONTRACTOR. I `--r-----------------------------------------------------------------------}� FINISH-OUT CONTRACTOR TO ARRANGE AND ; COORDINATE ROOFING PENETRATIONS, FLASHING AND PATHWAYS WORK. IN NO CASE WILL UNAUTHORIZED ROOFING PENETRATION, FLASHING OR PATHWAY WORK BE PERMITTED BY 4:12 ® I I Q I ; I THE FINISH-OUT CONTRACTOR OR HIS I I Q; Z SUBCONTRACTORS.= I I I I I O 8. PROVIDE ROOF TOP SINGLE PENETRATION I I I I I �^ 0 U Z CONDUIT/PIPE BOOTS & CLUSTER PENETRATION MEP CURBS. ; I ; 4:12 4:12 4 9. PROVIDE HVAC UNIT GUARDRAILS WHERE I I I I I u BUILDING PARAPETS ARE LESS THAN 42" HIGH & I ; HVAC UNITS ARE LESS THAN 10'-0" FROM PARAPETS. I I --------------------------------------------------------------------------- III W I ; I VENT SHAFT r —— REF. MEP 10. ALL ROOFING CHANGES & PENETRATIONS ARE TO BE PERFORMED IN ACCORDANCE WITH APPROVED ROOFING MANUFACTURERS ROOFING DETAILS FOR I I I THE ROOFING SYSTEM(S) INSTALLED. ------ ------ ---------------- --------�- 1 LL — 1 4:12 6"GUTTER I 1 1 11. DO NOT SCALE DRAWINGS: IF DIMENSIONS ARE IN r QUESTION, THE CONTRACTOR SHALL BE 1 I \\ /� ; ; I 0o 1 g RESPONSIBLE FOR OBTAINING CLARIFICATIONS I I ' u- FROM THE ARCHITECT. THE CONTRACTOR IS TO I ' I \ I I I a r——1 r——;1 ; o CO MUN TY T RRA E o 1 ---------------------------------------------------------------------------------- — I 1 11 1 a NOTIFY ARCHITECT IN WRITING OF SUCH I -------------------� ; I \ I l APPARENT DIMENSION QUESTIONS & REQUEST I \ ; CLARIFICATION FROM THE ARCHITECT. NO c I I I . I '� 3"OVERFL � 0 I L--- l-- I -- I ' INBEL W,TYP: ' ADDITIONAL COSTS OR DELAYS IN SCHEDULE WILL I I I J L U BE ACCEPTED DUE TO CONTRACTOR'S A o A o A o _� MISINTERPRETATIONS & FAILURES TO REQUEST C U- C w C U- C C I I _________ 1 1 CLARIFICATION OF DIMENSION REQUEST. aLu I I MUA PLATFORM i 1 RAIN E ow, ; d TPO ROOFING MEMBRANE A In A 1 I I OVER R 25 POLY I I 1 1 C O C INSULATION BOARD DEC OVER GO 0 U' c- I I ING L J 1 ' CONC.PAVE 1 Bush LL PEDESTALS 0 ER TPO In 0 1 1 ROOFIN MEMB NE OVE A LL A 0 A LL INSULATION ; ARCH I T E C T S C 0 r O I VER 4700 WESTGROVE DRIVE,STE.200 C MECHANICAL WELL 1. ; I I ; BOAR DECKING WOOD o 1 ADDISON,TX 75001 0 1 PHONE:972-333-9455 TPO ROOFING I u I EMAIL:ralph@busharchitects.design MEMBRANE OVER ' a EMAIL:jay@busharchitects.design WATER OUTLET SCUPPER ' EMAIL:butler@busharchitects.design R-25 POLY INSULATION BOARD i I 6'-0"HIGH PARAPET WALL w W 1 PROJECT N0. 18-154 OVER PLYWOOD ' IPRE-FINISHED ' ' a a ' ISSUE T T METAL COPING,TYP. I 1 Ln ' IS S lJ E LOG' DECKING ; I ; ' - � N ' i 00 00 i DATE DESCRIPTION ' I 4.12 CRICK BELOW CRICKET BELOW , 09/04/201 COMMENTS ® 10/24/2019 PERMIT SET 1 � Rf -------------- I- I 1 � I I ' 3" OVERFLOW DRAIN,TYP. T-0" HIGH PARAPET WALL 3"DRAIN,TYP. PRE-FINISHED METAL COPING, TYP. _________ ________ ' I ————————— -------- `----- -------- � °, A2.13 z SCALE J AS SHOWN LL 0 DATE 0 10/24/2019 �oiLEVEL FIVE ROOF PLAN Z SHEET I� A2 .06 A2.06 SCALE: 3/16"=1'-0" J l� REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS m Ua -" x F x Q F z3zF w FFa 4O Q W L � -.z^J U F C- W W w C R W Y W Z F 52'-51/2" 2" oaoWz� °coaz oQ� wP`wg QowaoF�°G�o 18'-8" 33'-91/2rr Zwa}a- ,3�Q �u � mx��az�°QaZ r n r n r n r n r n r n r n 1'-Orr r n r u r n 1r-o" r n r n `"P F W p w O m,yU z 3 1-9 3-4 3-4 3-4 3-4 2-1 7-0 6-8 2-8 6-8 6-8 2-8 o Q Q�o o�o F w -a 4" oa Lu zw F,C7 C�jO zrJ aazz�Qy�c?o Q �Z�oasaW¢ � 'a.�o W pa3zax� O zFW�w� ROOF BELOW ROOF BELOW oa oz' 7w W Q m U Q N 8" DIA. CAST 8 52'-2" STONE COL. ON U �'w'1, a W W m 1 w F N W 16x16STONE W zmcFFV�QQQoo 22'-4" 29'-10" BASE LLJ 42" H. 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METAL , O O O 118 Lu ~ RAILING RAILING RAILING ^ x po po po 09 m "' LAV ^I �CHAS� M SHOWER Z � 8'-61/2" 8r_6" 1'-72rr T-8" T-21/2" 8r_6" 4 1'-72rr 6'-101/2" 7r_6" 2'-12rr �j O U z C 22'-4" 29'-10" 1 1 52'-2" T-2" 15'-5" T-0" 5'-6" 5'-4" 7-4" 6'-6" F� 18'-7" 27'-8" F T 1 6'-2" 46-3 1/2" 211 F—�--i 02 LEVEL THREE - UNIT 1B-HC ACCESSIBLE FLOOR PLAN o1 LEVEL THREE - UNIT 1A FLOOR PLAN A2.07 SCALE: 1/4"=1'-0" A2.07 SCALE: 1/4"=1'-0" Bush ARCHITECTS 4700 WESTGROVE DRIVE,STE.200 ADDISON,TX 75001 PHONE:972-333-9455 EMAIL:ralph@busharchitects.design EMAIL:jay@busharchitects.design EMAIL:butler@busharchitects.design PROJECT NO. 18-154 ISSUE LOG DATE DESCRIPTION 09/04/2019 COMMENTS 10/24/2019 PERMIT SET ©© emu SCALE 1/4"=1'-0" � DATE 10/24/2019 O i SHEET KEYPLAN - LEVEL THREE LL A2.07 SCALE: 1/32"=1'-O" Z REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS Ua -" x c:W a aU' F z3zF W U{v F C- W W y z W W Y W z Z F m r-F.�m Z pOw W O�U z-cop luo�a <a Z w a}0_a V F oF�azzy�,zpxW 2" 2„ ozxo� �oo 40'-3„ od� � iv-v °E]k LuQo 1„ aoazzzQ- c q 32-02 8'-2" oFwox�aya ay c I / I0 1vaQWp¢3z¢x V \ I V UV r•' 41„ 1-0 4„ 4, 1-0 2„ FW �a°�°F�v 2 6-8 6-8 2-0 6-8 6-10 6-3 1-11 i o O x m U N N w Z 2X10WALL O UWoom�Q aao 1RIod��acc� 3 ROOF BELOW ROOF BELOW SEAT LV z m a F F o a Q o LAV rt - - - - - - �^ uY'mpvFiy¢¢rvv�ao: 36"X 50" W.I.C. `�' D 112 ,11N Fw azY �accf �z�o .� CARPET W N x WC — U 9-0 3-0 12'-4" 3-6 2-4 3-2 1 3-4 5-0 3-4 N — u G a,Q Q I-¢a W 6-4 H °� a yoFaopp) z U O V m U W F BATH 42 HT. 42 HT. - 42" HT. 42" HT. a d o 116 — — — — — DATITh! U oo��FOF�o 116 _ xQOQ¢2� o" SHOWER 08 O O p �, 108 aQ�� 58"X64" 2R1S 109 11 oNo �ao�wzzu SHOWER + I O 116 = 3-82 7-8 a � - 9-4 7-8 -6" y o o w- l-w x / O , n , n W � - , n , n Q D o aza0ati 7,= WC I OCI 116 (n MN J O i W¢a uz¢¢w q m Q'='u / o lol ;� � � BALCONY N x W FWQFQo W C F / TUB co W.I.C. Vbo S - CONC. ¢HQ� o ?� W116 CARPET � - Pti au00 c uO 8'-8" T-8" IN Q O o0 108 0 v�Y°�� ooz 00 I x I D 111 BEDROOM 00 C ' N vro O iIN N 105 o i0 rn in MASTER I W BATH 5 SH 5 SH 12'-0" 1' rccc. -0' 10'-92„ 11'-11" 4'-6" op 1R1S bo `1 REF ;� 108 - BEDROOM J , 'I N - J 0 ;� LAv LAv MECH. 110 o M MASTER 110 N o qN SUITE o GREAT ROOM -�X6 T-1216'-5WALL M12'-0" 4'-0" 4'-8" 2 2 - T 1„ O 4'-10" 4'-4" 6 3'-0" 3'-8" F2'f8" T-8' — 61 4" 1'-5" 16-102 o \A 10" 116 O o IJI o _ z e Q Lu To 1R1S OICI 2R1S - - — — — — — — Ln Lo MASTER o o INI GREAT ROOM I W.I.C. CD ^' 2R1s _ I CARPET = 1 SUITE KITC EN zn o /� ° I 7'-8" 4'- T-4„ 6 5,_0„ 10 118 I a 3,_92„ = 12'-4„ o 2-5 0 36" HT. COUNTER TOP 0 j /\� 108 I 116 112 HALL 2„ I of ;� — 2' 8" 2X 6 WALL 5 SH — — — — — J 2X6 WALL _ — — — 116 v OF 7 - I N INI I Q cp 110 V O REF W 107 cn _ ,,, 116 Cn "' A S T � I TD SINK DW 108 108 108 108 1os MBATHR Q BATH � I > Q w 116 580WER N (Wic _ KITCHEN 42" H. METAL co TUB X6X ^ RAILING112 42" RANGE Z Z O U we vN MECH. I z w 42" H. METAL 109 O O O J I� O RAILING 2X6 WALL 11" „ „ „ 5'-101" 5'-101" 5'-101" 5'-101„ F- 7-7 7-6 6-3 2 11 2 2 11 2 11 6'-3" 3'-4" 12'-0" 5,_6" 2'-112„16-0" 36-0" 23'-92" 16'-52" r T l 52'-011 �.I..� 2` 40'-3" 211 02 LEVEL THREE - UNIT 1D FLOOR PLAN 01 LEVEL THREE - UNIT 1C FLOOR PLAN A2.08 SCALE: 1/4"=1'-0" A2.08 SCALE: 1/4"=1'-0" Bush ARCHITECTS 4700 WESTGROVE DRIVE,STE.200 ADDISON,TX 75001 PHONE:972-333-9455 EMAIL:ralph@busharchitects.design EMAIL:jay@busharchitects.design EMAIL:butler@busharchitects.design PROJECT NO. 18-154 ISSUE LOG DATE DESCRIPTION 09/04/2019 COMMENTS 10/24/2019 PERMIT SET 1 SCALE 1/4"=1'-0„ � z DATE 10/24/2019 0 i SHEET KEY PLAN - LEVEL THREE u- AZ.OB SCALE: 1 32 =1 —0 '—' REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS z Ua -" x F x Q F z3zF w FFa4�QwL � -.z^J U F w LLJ W W m W Y W w z F �,/J UvooQ`�Fwo°raya z°oo^F°¢�o�c�a <a Z wz a}0_d° F ofzzz z "z° 52'-7111 a�wow��3a� 2 oddz�>zoFw a LLJ Fzw� 7°acz 2" 2" mr��O Q20�x vwi❑ Y d C N a d w w F W 5'-6" 7'-8" 5'-6" 18'-8" 18'-7" 15'-2" z x Fww w a W a w o x o z w W A A - V-2" 111 °oo°�m�uQWz 0 11-911 31-411 31-411 31-411 31-411 21-5" 31-811 71-811 71-^III 21_111 71-811 5-5� O 77 .J ..7 J J CJ CJ ..7 C7 2" H WROUGHT IRON RAILING LI J 00 � F w Q a F o Q F a 5 m o U aQFtioaoz=n, o 2 _ a a �B o �B B �B Fw��zQwcudzz 33'-9 ry - - — - - - - E� �Ymd��Q¢w°pQm 4:12 ,^ ROOF BELOW 1 111 (V Val ~ oQzY�¢W�� ,--I vex'- dz}�-aao= LIP 3-8 7-8 9-4 7-8 5-52 z o o Q Q w° W F Cn � ' U m¢^opz��c��o _ W W 'wSw NQ¢�vFiYQUw _ 16" p p 611 3080SR0�� 112 = ..I.I'. -1 o � O O, 1 " Ln 1 " J I 11 16'-3" 1 11 �1 > c ( 11 �k 7h 9-2 cn 4-0 cn 4-6 1-8 a�5UWgoaoz�� C 811 ono °U...... oazWoQ�w �F N a ND Faw�zaNzQw�,� >; 11 I 11 I 11 1 11 I 11 - i--I F Q U F Y W 10 8-0 1011 = 8-8 15-9 18-0 10 X Q�'YZQLwQzz�F CHASYs 0. moq�0.00agWmaQ 106 J F Qm°Q�°�wdcm 18'-3" 2'-4" 3'-811 2' 4" 15'-211 I 1 1 0 In E Lu p p a CD 1 00 bo 10" 10" 4'-0" 4'-0" 8'-8" 6'-3" 5'-411 4'- 9'-0" 4'-811 4' 4" 2 M 112 I I�/\ m 112 T-8" 2'-9" — - - 1R1S- - - — 1R1S— 116 LAV 42" H. HALF WALL = W/ MILLWORK 1 7 LAV N _ WC I MDP CAP E O �, T REF o , 112 (DOWN) J �' L ['�-�6- I N WC 18 I 1_411 1-7 Q 6' 2" T-10" 21_611 41_0" 31_2" 31_811 81_011 j 16 I �1R1S 116 WC r1jx op r17 u:::- 17op 36"X 60" 15I5 SH — 16 _ I Ln o14 Q _ �13� o �� °° 112 I N IRIS SHOWER 13 6'X 60" X co G0 112 i� - — I -j CCD opn 15 12 0 110 116 - `�' r "' 36" H. OPEN 14 — — — I \ / o RAILING 13 — — x 58"X 64" — 111 "' SHOWER 1R1S 12 44 CF�E 102 116 WC 18 IS RS I Q H r, CLA� 17 RE DS co TUB 1 2 3 4 5 6 7 8 9 10 11 5 SH SOWER \ / D W _ ,,, / \ C\ ,E — LAV O X WALL ;.., � F� 1 2 '� 1O 8 1 2 3 4 5 6 8 9 10 11 1R1S O � z 5'-10" T-2" 9'-01, 11'-91, 4'-0" 3'-8" 3'-8" 10'-9" n U 3'-211 6'-511 6'-0" 12'-4" T-4" 7'-411 5'-4" 10' I� 0 O W 02 LEVEL FIVE - UNIT 2A SECOND FLOOR PLAN A2.o9 SCALE: 1/4"=1'-0" 01 LEVEL FOUR - UNIT 2A FIRST FLOOR PLAN A2.09 SCALE: 1/4"=1'-0" Bush ARCHITECTS 4700 WESTGROVE DRIVE,STE.200 ADDISON,TX 75001 PHONE:972-333-9455 EMAIL:ralph@busharchitects.design EMAIL:jay@busharchitects.design EMAIL:butler@busharchitects.design PROJECT NO. 18-154 ISSUE LOG DATE DESCRIPTION 09/04/2019 COMMENTS 10/24/2019 PERMIT SET / q ® SCALE 1/411=1'-011 pm ® z a DATE 10/24/2019 O KEY PLAN - LEVEL FIVE KEY PLAN - LEVEL FOUR uj SHEET SCALE: 1/32"=1'-0" SCALE: 1/32"=1'-0" A2.09 REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS z Ua -" xF x Q F z3zF w U{v F C- W W w z W W Y W z Z F z°oo^F°¢�o�c�a < p w a r 0—Q U p F O a¢F U>z 0 Fw 3 c W zwF zp �z0 O wzwxW��zz¢�w�y O N ozF�owW�uFco LL F°oowx u�'Q z aoc 3 W `� z �cot:,u a�,H o�,muiCzw'z,c'�F.= U FwN�Qz}°�az Vl H �S��UjwCF¢OWc U m¢^cpz�F ��o wE V;,2E-zFxu 'x C Q a' L" 14'-1" -• -L - --L L'-lU" x 5>o�°° ° �o F c- " H. WROUGHT 2" H. WROUGHT � y�OUw O'�Oce zv`"i IRON RAILING 0. oaza�a�WFNx Qzo""2,°,mQz zawaxwxQQQP.a; IRON RAILING ��xaa��Q�aQ�y ° 3'-82„ 7' 4'-72„ 4_p1 7'-8" 3'-8" 6'-3" O 1'-1 l" z F 3 Q W J�WO WN F CCJJ 02 a F'Y � �' a1.7UQFw"xQ°�QU 7V B 4:12 I a�o��a �aQoai°r ~wax ROOF BELOW � O F�a�VUm 0 QI T-81 2'_81 6-71 - I 2 T-8" 2 2 7-8" T-6" En o p _ i0 W IRIS 112 `o 14'-1" 4'-4- 14'-7" l.o �m (REFER TO ROOF PLAN YIw FOR ROOFING INFORMATION wl- `n pp u, U co I � 10 16'-0" 16'-02" 1 IN6. I N 1 Lf 1 1 o I o N 00 1 n IRIS 18 RISERS 1 17 TREADS co 2 (UP) 1 IM � - 3 2 811 36" H. OPEN 2'-72" 4'-�� 7-5�� 11-5-4-10 2-8 111 3'-2' 4 3-6„ RAILING 3 Ll _ �N 112 4 0 5 0 6 00 7 1R1 I u I L" 6- - = ICD 7 —co 1 2 ,� 9 i LAV � Ln 112 101 8op < H 31080 ACH � 10 1 M c — 9 \ / = 5 SH I 11 1 '� LAV '-' 1 W X 1-8 11'-10 " 10" 44 2HAS `V 12 1 4-6 -10 4-0 -10" 4-2 _ 2 4'-0"11 42" H. HALF WALL � WC — — 12 Z O O W/ MILLWORK 13 1 M 116 M 36" HT. BAR TOP w Ln iO MDP CAP 14 I ¢ F_ — — —2X6 HALF WALL — — — — — — 13 O 16 116 12" DEEP 15 I � I 112 � -- — F - - - T 00 14 ct DO CABINETS ABV. 1 `" 116 _ I N \/ e e \/ U Z LAV 16 TUB ' ' 1 /\ /\ - - 15 OO 16 H ¢ 36"X 60" WC TD SINK pW [� 17 — — \ / 36" H. 18 I a — — — 17 1 \ / COUNTERTOP - � Ln 58"X 64" _ _ _ 18 N I -4 \ / .� x SHOWERISE 116 X 177 TREADS 1 ^ N LAV o Cc 42" RANGE / \ WC SHOWER En //CHASE\\ � 1 110 _ O O REF N � 1R1 7" log O on 5 SH I I 21'-32" 4'-8" 5'-8" T-8" 4'-2" 15'-9" 4'-4" 7 4' TA" T-0" 4'-3" 20'-2" 20'-l" 18'-11" 21'-32" 2" 40'-3" 2" 2" 40'-3" 2" 71 o3 LEVEL FIVE - UNIT 2C SECOND FLOOR PLAN o2 LEVEL FOUR - UNIT 2C FIRST FLOOR PLAN A2.10 SCALE: 1/4"=1'-0" A2.10 SCALE: 1/4"=1'-0" Bush ARCHITECTS 4700 WESTGROVE DRIVE,STE.200 ADDISON,TX 75001 PHONE:972-333-9455 EMAIL:ralph@busharchitects.design EMAIL:jay@busharchitects.design EMAIL:butler@busharchitects.design PROJECT NO. 18-154 ISSUE LOG DATE DESCRIPTION 09/04/2019 COMMENTS 10/24/2019 PERMIT SET Fd MOM SCALE 1/4"=1'-0" z DATE iCL 10/24/2019 O KEY PLAN - LEVEL FIVE KEY PLAN - LEVEL FOUR LL SHEET SCALE: 1 32 =1 —0 SCALE: 1 32 =1 —0 A2. 10 REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS z Ua -" F z3z - W 3 LU 27-74" 2" 27'-114" 2" L/) 13'-51 I� � "Fm°�Owir.oW� 2 14-2 1 1 1 1 3�� zr 1� l�l 1�� 11 31I 3-94 5-102 5-102 5-102 6-24 i--i mxzWaQON¢¢az OF �zzSo�Zxm 3-94 5-10- 5-102 5-10 6-2- 211 4 2 2 2 4 a, -W ozx°zFFoo w Fzw�c7°z�°�zo oazzWo��c?o a NoFox�a�¢ M� BAL ONY /� W° oW°¢3Qx° RAILING,TYPO QZAILINGI TYP. RAILINGI QYP. OLL LOI— U O O Q F O a g m N N N OZF�o,wxmF°N°z ¢ u od��acc�33 Z ® 0 680FX p p ® p p zmcFF�,aaaoo 108 108 108 10810 0° H.H. 108 , 108 „ 108 108 � �" ur W WW z TUB N LAV - M -4 - U �cFN° ozxz BUILT-INS W zoo¢ ¢w�xWo ' O REF °s a�n°F¢ocW 6�� - - U m¢°o°�a�DWoo N ¢��a I I W E E �L Z F S U r PRIVATE s'-44 X6 2' — owOozQ �o �c QI SH ER 108 \/�I I 12 O.H. 108 x/] °wao °S�oPFz�N n i TERRACE �I (REFER TO ROOF PLAN OO OO z o z _ F a z^ z z W z z _ � Cn ' QzoF p NSmQF z 42" HT. OPEN - - .�N o� Ln ° m x "'° F LAV � � I a u, � H W¢CUz¢�Wp�W�-.a o FOR ROOFING INFORMATION) x WC 116 in o z? ��F W F F o o 00I RAILING,TYP. i� ^ 00 00 I I ��'� aW�a� ?ow .--i c 10" I I r�� r ¢zn nI I nz3-24-9 9 c,' 2-0 4-0 0 2' 4 0 11'-114" 5-4 10 a0 �aQo�°p}��°z - " �� c-,70Ozrn 1 2 1-4 „ '� _ 108 ^' \/ U �Z<D 4 2 6-4 6-4 2-3 "' 5'-4' 3' 0" 4 13'-6" `V /\ II 2" 3'-2" 3'-2" 3'-2" I cp 112 10„ 0 co I N , 1loN olf I 110 L" MECH. Ln 116 5 44 N IA + 2— 1° 108 t''d,� io 6480 ARCHED `O I 108 o It 101, p 1„ 106 106 1_p„ 112 ZAb WALL Lo — — I M 5'-2" 3-32 18'-6" 12"CABINET U' SEAT SEAT , Li o � ABOVE DESK _ LAV N iIN N o WC 32"X 48" _ _ ip WC 36"X 48" ^' _ iD ,-8" �A M 116 LAV - 42" H. METAL En 116 1n in GUARDRAIL F_,41 Fn w/36" H HANDRAIL 116 HOWE '� SHOWER � M iIN 108 10" 3_ 2' 3'-72„ 5 SH 108 N VDR GAMEROOM F, 1" 116 �n 3'-7- n i n t n n " - 61 4'-0" 2'-0" 2 2-8 6-4 3-0 5-4 ' � WC `" 112 v I 112 `° 10" in 3'-0" 9'-0" "' 5'-4" Cn 2X6 42'1 H. METAL GUAR w/,6" H HANDRAIL Co 1R1S op M 112 108 — — — I 111 W 108 w 1D tD DO 0 I °OLn , W o I D — M I � I� Z. 109 Z _ I N n N 4'-0" 1�_8" 3-72 18'-6" 1 0 r 6 4'-0" 2'-114" 2�_74" �� + — — — — — I •, y Z O UO F-+ 2 9.72 1, 18'-0" O O Z 27-74W 04 LEVEL FIVE-UNIT 1E THIRD FLOOR PLAN 03 LEVEL FOUR-UNIT 1E SECOND FLOOR PLAN 02 LEVEL THREE-UNIT 1E FIRST FLOOR PLAN A2.11 SCALE: 1/4"=1'-0" A2.11 SCALE: 1/4"=1'-0" A2.11 SCALE: 1/4"=1'-0" [--I U 52'-2" �j 22'-4" 29'-10" 3'-4" 12'-10" `° 5'-0" 3'-6" 5'-6" 5'-6" 8'-0" 7 4' 2X6 _ 36"X 48" SEAT = X 1R1S o � a - g - - — 5 SH N — — o w 64"X 68" `� LAV LAV o I - "' SHOWER -' I 42" RANGE REF. 11 SHOWER 4'_4" 3'-8" 7'-4" rn - J Fn <x WC W N - B DW SINK TD N `D _ oa 111 - ❑ IL L N LAV TUB op = 116 I ❑ - - - ACC Lo 116 M Ln 112 p 36" BARTOP o Ln 4'-4" 10'-6" Cn 6'-4" = 9'-6" 9'-4" — — — — — — a z 2X 1R1S z o w CoJ�_ cn O 7 ® ❑ ®® us N 0 112 ARCHITECTS op op 110 4700 WESTGROVE DRIVE,STE.200 q- ADDISON,TX 75001 PHONE:972-333-9455 KEYPLAN - LEVEL FIVE KEYPLAN - LEVEL FOUR EMAIL:rjay@ buharchiitects.esign Op L EMAIL:jay@busharchitectr.design 1R1S SCALE: 1/32"=1'-0" SCALE: 1/32"=1'-0" EMAIL:butler@busharchitects.design — — — PROJECT NO. 18-154 ISSUE LOG 17'-6" 3'-8" � 13'-4" 16'-6" '� DATE DESCRIPTION 09/04/201 COMMENTS ®� 10/24/201 PERMIT SET 117 ® ❑ ❑ 1 fV �' t0 107 N 107 107 N 1R1S SCALE 1/4"=1'-0" LL B N ®® DATE 8'-64" 8.6 V-72„ 31_8� 3'-22„ 8.6 V-72 6'-102" 7.6 2'-14" 10/24/2019 16'-51�� O 01 LEVEL FIVE-' ONIT 36 FLOOR PLAN SHEET KEYPLAN _ LEVEL THREE A2. 1 1 A2.11 SCALE: 1/4"=1'-0" SCALE: 1 32 —1 0 REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS z Ea -" x c:x Q QU' F z3zF w U{v F C- W W y z W W Y W z z F z°oo^F°¢�o�c�z < p w a r 0-Q C p F O a¢F U p z 0 Fw 3 x W zwF xp �zC xo¢zz`W'o��p?o LL Q �ZEox,�xa„a,¢ O wzysW��zz¢�WUF.� O N ozF�owWUUFco F°oowx u�'Q z U �wFrOi° Fw�x'-- 'Cm aoc 3 W `� z �cot:,u ax'-H U �WNwzn}°Ea z 2 Vl H �S�ajwoF¢OWc U m¢^cpz�F ��o / x T o 2„ W xEN Q4'CEC Y QUa F O O Z 7 C 52'-4" x a.�W. �p a �� 1 F� a�o�Wa��zo � 34-32 18i-0 n I� OvF'i0 UQpUW Z w uz m_�° 8'-4" 3'-4" 6'-4" za°u°za Qm°? zQyx rW1 �a.W xKµjSQQpF�-• . i--i �xzo�F3awE°av aE"a Cza uoFYw 2X10 UaFwzxQF-°tau 1R1S R aF�wWoo�d°��a 0 52'-1° SEAT * - - - - - x z�o�ao 22'-3" 29'-10" _ D F 36"X 48" �^ 6 8 7'-10" 3'-4" 12'-4" 3'_2" 2'-8" T-2 10" 112 1O I Ln 10" " 3'-0" 12'-10" 2'-10" 2'-6" 3'-0" 5'-0" 5'-8" 8'-0" 7'-0" 1 11 SHOWER 11" — — — 0 09 36"X 48" SEAT 1R1S SHO ER 2R1S In _ 0 - - - - - - - - - - - - - � I 1 116 �CD 5S - - O Ope - - - Ev LAV - - - - * _ 116 O we 1 I 116 _ PANTRY 0 0 REF. r" L 64"X 68" N 1 42" RANGE 1 SHOWER SHOWER 1 TUB 1 1 °' 1 1 Go M I M `° �^ 116 `° � I M _ I 116 °� 1N 108 1 00 B w we x 110 1 1'-0" I I p 112 00 M Tp I 6„ _0„ 8„ I „ I 111 DW SINK Ln 6'-8" 2'-01-1 " 2'-0" 5'-8" 4'-0" 6 411 _3 14'-O2" 1N11 O IxI 111 1 I N Q;;L �'-$' T-10" r';N L� _ op 2X6 _IL _ _ LAV TUB o? - 116 1 \ — — — REF O W - _ 7n D Q 11C �' 11- Ln 1 5 SH 5 SH 1R1S = 36 H. BARTOP 1 _ o N o 108 we 1 0 1oI En 1'-2" = 6 1-0 -- LAV LAV 110 l o f o 0 V-5" M 4' 4" :i 10'-6" 00 6-4 3-0 5-0 8 4-8 N 1R1S w ICI x 110 .-SIN `° g M bo 2X6 4.4 4.6 6" 3-0 3- 112 T-6" 3'-4" 7'-8" 1 i i 1 108 r r � W O O Y lic) '---J I ° 1'-0" N Q F.po z z_ i ic 1R1S _ Ln ° En IXI — — — 0 Oo Oo o r? H-I O II 108 1 Q C) Ln _ II � o 16 2X6 Fla1'-2" co "' �_0�� 2� 4�� 50�_ �� — �� 24�_6�� 40 17'-6" 3'-8" 13'-4" 16'-2" 1-4�Iz 1RIS Ln M 108 108 108 108 108 W B o B o lV (V [V 8'-6- 11 1, T-101" T-101" 5'-101 T-101" 1" 1'-71" 6'-102 2 1 11 7 7 7 6 6 3 2 2 2 2 6-3 2" 8'-6" 1'-72" 3'-8" 3'-22 8-6 21, 2 7-6 2 18'-8" 17'-0" 16'-6" 16'-0" 36'-0" 52'-2" 52'-0" o, LEVEL FOUR-UNIT 2B FLOOR PLAN o4 LEVEL FOUR-UNIT 2D FLOOR PLAN A2.10 SCALE: 1/4"=1'-0" A2.10 SCALE: 1/4"=1'-0" Bush ARCHITECTS 4700 WESTGROVE DRIVE,STE.200 ADDISON,TX 75001 PHONE:972-333-9455 EMAIL:ralph@busharchitects.design EMAIL:jay@busharchitects.design EMAIL:butler@busharchitects.design PROJECT NO. 18-154 ISSUE LOG DATE DESCRIPTION 09/04/2019 COMMENTS 10/24/2019 PERMIT SET u!!;1;6 u,ul6,lllh�/ SCALE 1/4"=1'-011 Squilill / z a DATE 10/24/2019 O KEYPLAN - LEVEL FOUR LL o SHEET SCALE: , 32 =1 —0 A2. 12 REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS z S O�vF- F FHxa°aa� �Fz GENERAL DOOR NOTES w a a5z�zaW>Ww.� r^ oW x az��°Fzzz v, °�°°a �wa2.W WINDOW SCHEDULE: a zy°ozoFazo�o�a H� mxz3aaovw,°Qaz WINDOW SIZE MATERIAL HEADER NOTES 1. INSTALL DOORS & FRAMES PLUMB, LEVEL, & FREE FROM WARPING OR TWISTING.. aFWOWcw�z3� NO. 2. IF FIELD CUTTING FOR HEIGHT ADJUSTMENT IS NECESSARY, ONLY CUT A MAXIMUM OF 3/4" FROM THE BOTTOM LLJ aoaz�z°��zWQ A 2'-6" X 5'-0" ALUMIN. FIXED GLASS PANEL OF THE DOOR. THE MAXIMUM UNDERCUT IS 1/2". O zxW��za¢i B 2'-6" X 6'-0" - FIXED GLASS PANEL 3. ENSURE ALL DOORS OPERATE FREELY AFTER INSTALLATION & FINISHING. N z c°a°z w N O 'Wu o°O�OxW C 5r-0" X 81 -011 - FIXED GLASS PANEL 4. MAXIMUM DIAGONAL TOLERANCE IS 1/4 MEASURED FROM CORNER TO OPPOSITE DIAGONAL CORNER. o a o g a 3 z � zmo�-FFwaaaoq D 9'-0" X 9'-1 If - FIXED GLASS PANEL 5. FABRICATE FRAME TO PERMIT INSTALLATION OVER METAL STUDS FACED WITH GYPSUM WALL BOARD. w F ma�wz wo¢ E 12'-0" X 9'-1" - FIXED GLASS PANEL wxd 6. FRAME FASTENERS SHALL NOT BE EXPOSED. I/1 zooa aw�aWOF V) °a m a F 15-0" X 9'-1" - FIXED GLASS PANEL 7. PROVIDE INTERNAL REINFORCEMENT FOR DOOR HARDWARE. '—' x ZdoZ,° x a U 8. RIGIDLY ATTACH FRAMES USING FASTENERS BEST SUITED FOR THE APPLICATION. zu�om�°zQNo 9. FIT FRAME CORNERS & INTERSECTIONS TO BE FLUSH WITH HAIRLINE JOINTS. t/] cCm ONO FO o,F�� 10. INSTALL DOOR HARDWARE AS SPECIFIED & IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. COORDINATE HARDWARE z¢a O z¢¢w 0 vm,O z O DOOR SCHEDULE FUNCTIONS WITH THE OWNER. x zawaaW;s¢°Q�a� �xzC5F3awU°xv DOOR NO. SIZE MATERIAL IDENTIFICATION DESCRIPTION 11. TOUCH-UP ANY SCRATCHES &ABRASIONS TO MATCH THE ORIGINAL FINISH. � Q a°z��°�z F z u w z W a a F p w z EMERGENCY/PUSH 12. INSTALL LOCKSETS, CLOSERS, &TRIM AFTER PAINTING FINAL FINISHES. 101 3'-0" X8'-0" ALUMINUM SCMTL BAR 0 ��>� 13. MOUNT ALL CLOSERS SO THAT THE CLOSER OR ARM ARE NOT VISIBLE ON THE CORRIDOR SIDE OF THE DOOR. U 102 3'-0" X 8'-0" ALUMINUM SCMTL DEADBOLT / KEY / 14. PROVIDE DOOR STOPS FOR ALL DOORS. USE FLOOR MOUNTED STOPS WHERE POSSIBLE. KEYCARD FOB 103 3'-0" X 8'-0" ALUMINUM SCMTL DEADBOLT / KEY 15. ADJUST ALL DOOR CLOSERS TO OPERATE WITH A MAXIMUM OPENING FORCE OF 5LB. 16. PROVIDE SIGNAGE AT ALL PUBLIC ENTRY DOORS, UNLESS NOTED OTHERWISE. 104 (2) T-0" X 8'-0" GLASS RETAIL RETAIL / DISPLAY DOOR 17. APPROXIMATE SIZE PROVIDED. CHECK W/ MANUFACTURER FOR EXACT ROUGH OPENING. 105 2'-8" X 8'-0" WOOD SCWD EXTERIOR / DEADBOLT / KEY 106 (2) 2'-6" X 8'-0" WOOD SCWD EXTERIOR / DEADBOLT 107 (2) 2'-6" X 8'-0" WOOD W/GLASS SCWD EXTERIOR / FIXED 108 2'-6" X 8'-0" WOOD W/GLASS SCWD EXTERIOR / FIXED 109 3'-0" X 8'-0" WOOD SCWD ENTRY/EXIT DOOR W/DEADBOLT 110 3'-0" X 8'-0" WOOD HCWD INTERIOR 110 (2) 2'-8" X 8'-0" WOOD HCWD INTERIOR 112 2'-8" X 8'-0" WOOD HCWD INTERIOR 113 (2) 2'-6" X 8'-0" WOOD HCWD INTERIOR W 114 2'-6" X 8'-0" WOOD HCWD INTERIO W 115 (2) 2'-4" X 8'-0" WOOD HCWD INTERIOR 116 2'-4" X 8'-0" WOOD HCWD INTERIOR w w 117 (2) 2'-0" X 8'-0" WOOD HCWD INTERIOR H 118 2'-0" X 8'-0" WOOD HCWD INTERIOR ALUMINUM EXTERIOR / 119 3'-0" X 8'-0" W/GLASS SCMTL PUSHBAR / FOB 120 (2) 3'-0" X 8'-0" ALUMINUM EXTERIOR t W/GLASS PUSHBAR / FOB ^ u 121 3-011 X 81-011 ALUMIMUM FIRE RISER w TYPE A TYPE B TYPE C 01 6'-4" 5'-0" 21 1 2 21 I _ 3'-0" 2'-8" 2'-6" 2'-4" 2'-0" fV fV N N - - N O � C?co co 2" 2n 2 2„ 211 2n 2n 2n O O ip 00 En cD u (D 2" cD 2" (D Qz cj�z z 0�z C�z Oz Oz Oz Oz Oz L—Li Ow Ow O I LLIw Ow Ow 0 A' 0 Bush 0 ARCH ITECTS 4700 WESTGROVE DRIVE,STE.200 ADDISON,TX 75001 333-9455 02 WINDOW STYLES PHONE:972- EMAIL:ralph@busharchitechitecis.design EMAI esign �4 NTS EMAIL L:bute@busharchted�.design PROJECT N0. 18-154 SIGN Door - T-0° 5'-0" ISSUE LOG 2 closer -8 2 2'-0" � 1-6 3-0 2'6 DATE DESCRIPTION 09/04/2019 COMMENTS 10/24/2019 PERMIT SET Optional � / view lite / RFIRE ISER L II \ \ \ w \ / Panic - - - - \ - - \ / hardware o 0 0 0 0 o Q .ie ✓o 0o c0 00 00 00 co W SCALE PKick late Kick / / / \ / , \ / 1/4" "=1'-0 / \ � Plate / / \ / \ M Weather F F DATE 101 102 B strip S B S 10/24/2019 DOOR STYLES o DOOR TYPES 06 SHEET ,4 NT5 ,4 NM 0 A2 . 14 REFER TO ENTRADA DF-C%TGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESF P1 ANS 0 0 x ¢F x¢ F z3zF W U F C- W W y P R W Y W z Z F //� Oa W W,YZ w'SUFZaz MIXED USE-ROOM FINISH SCHEDULE: MIXED USE-ROOM FINISH SCHEDULE: a f✓°oo°x F °Y LEVEL FOUR-RESIDENTIAL LEVEL ONE -PARKING GARAGE z F z a a ° a z a mxz3�'apti�°az UNIT NO. ROOM TAG ROOM NAME BASE FLOOR WALLS CEILING NOTES ROOM NO. ROOM NAME BASE FLOOR WALLS CEILING NOTES �+ oaaFcozoFw�,a UNIT 2A 401 KITCHEN 100 PARKING AREA N/A CONC, N/A LLJ z w F z o z c "oazz`w'o�i�c?o 402 LIVING ROOM 101 ELECTRICAL ROOM RUBBER CONC. 5/8"GYP.BD.(PNT) Q w Q a 3 a x O wzmsW�wzz¢�wFm 403 CLOSET 102 FIRE RISER ROOM RUBBER CONC. 5/8"GYP.BD.(PNT) O N o F o w w F c o �yxWF� tiwz ma- a Wcow¢ cx 404 POWDER 103 UNIT STORAGE 1 RUBBER 5/8"GYP.BD.(PNT) U o E o Q a azoo�33 Z zmcFaF�aQtiz- 405 STORAGE 104 UNIT STORAGE 2 RUBBER 5/8"GYP.BD.(PNT) w z w 1w, oY°'pFyz y°paz 406 MASTER SUITE 105 UNIT STORAGE 3 RUBBER 5/8"GYP.BD.(PNT) U D � � Qz}°jazz 407 MASTER BATH 106 UNIT STORAGE 4 RUBBER 5/8"GYP.BD.(PNT) %1 W z o z ¢'w, Vl °u�a�u>c¢°Wz 408 WARDROBE 107 UNIT STORAGE 5 RUBBER 5/8"GYP.BD.(PNT) ~� x o x a c U m 4 O UNIT 2B 409 KITCHEN 108 UNIT STORAGE 6 RUBBER 5/8"GYP.BD.(PNT) F w c w o o P�z Y O v �c o�=w'��m�z 410 LIVING ROOM 109 UNIT STORAGE 7 RUBBER 5/8"GYP.BD.(PNT) a W c u w a F c o 411 MECHANICAL 110 UNIT STORAGE 8 RUBBER 5/8"GYP.BD.(PNT) F z �°a�zoatir0�'zw 412 BEDROOM 111 TELECOM ROOM RUBBER 5/8"GYP.BD.(PNT) E z¢°o z¢a w o Z, 413 CLOSET MIXED USE-ROOM FINISH SCHEDULE:= U W w z W ° a F°z z o w F 414 BATHROOM LEVEL TWO-RETAIL a F a Y ¢U z a'tea u a P� aF�w�oo�d°��¢ 415 MASTER SUITE ROOM NO. ROOM NAME BASE FLOOR WALLS CEILING NOTES O a Q o a w v y x w�Yy�yYa�coz� 416 MASTER BATH 200 LOBBY WOOD(PNT GRADE) 5/8"GYP.BD.(PNT) 5/8"GYP.BD.(PNT) U Ham°a ° ravro 417 WARDROBE 201 RETAIL/REST. N/A CONC. UNIT 2C 418 KITCHEN 202 VERANDA N/A CONC. 419 LIVING ROOM 203 TERRACE 1 N/A CONC. N/A N/A 420 POWDER 204 TERRACE 2 N/A CONC. N/A N/A 421 MECHANICAL 422 STORAGE MIXED USE-ROOM FINISH SCHEDULE: LEVEL THREE -RESIDENTIAL 423 UTILITY UNIT NO. ROOM TAG ROOM NAME BASE FLOOR WALLS CEILING NOTES 424 MASTER SUITE UNIT 1A 301 KITCHEN WOOD(PNT GRADE) *HARD SURFACE 5/8"GYP.BD.(PNT) 5/8"GYP.BOARD 425 MASTER BATH 426 WARDROBE 302 GREAT ROOM WOOD(PNT GRADE) 303 MECHANICAL N/A UNIT 2D 427 LIVING ROOM 304 BEDROOM WOOD(PNT GRADE) 428 KITCHEN 305 BATH WOOD(PNT GRADE) 429 MECHANICAL 306 MASTER SUITE WOOD(PNT GRADE) 430 MASTER SUITE 307 MASTER BATH WOOD(PNT GRADE) 431 MASTER BATH 308 WARDROBE WOOD(PNT GRADE) 432 WARDROBE 309 BALCONY WOOD(PNT GRADE) 433 BEDROOM UNIT1B 310 KITCHEN WOOD(PNT GRADE) �T1 434 BATHROOM �•L•� 311 GREAT ROOM WOOD(PNT GRADE) 435 CLOSET W UNIT 1E 436 LANDING 312 MECHANICAL N/A 437 MECHANICAL 313 BEDROOM WOOD(PNT GRADE) 314 CLOSET WOOD(PNT GRADE) 438 MASTER SUITE W 315 BATH WOOD(PNT GRADE) ' 439 MASTER BATH (�1 316 MASTER SUITE WOOD(PNT GRADE) T 440 WARDROBE 317 MASTER BATH WOOD(PNT GRADE) 0/1 441 BEDROOM W 318 WARDROBE WOOD(PNT GRADE) r 3 442 BATHROOM H UNIT 1C 319 KITCHEN WOOD(PNT GRADE) O z O U 443 CLOSET ►i4 320 GREAT ROOM WOOD(PNT GRADE) COMMUNITY 444 HALLWAY 321 MECHANICAL N/A Q Z COMMUNITY 445 ELEVATOR LOBBY 0 322 BEDROOM WOOD(PNT GRADE) (-i I MAINTENANCE 446 MECHANICAL ROOM 323 BATH WOOD(PNT GRADE) MIXED USE-ROOM FINISH SCHEDULE: 324 MASTER SUITE WOOD(PNT GRADE) LEVEL FIVE -RESIDENTIAL 325 MASTER BATH WOOD(PNT GRADE) UNIT NO. ROOM NO. ROOM NAME BASE FLOOR WALLS CEILING NOTES r—, 326 WARDROBE WOOD(PNT GRADE) W UNIT 2A 501 GAME ROOM WOOD 5/8"GYP.BOARD 5/8"GYP.BOARD UNIT 1 D 327 GREAT ROOM WOOD(PNT GRADE) 502 BEDROOM 328 KITCHEN WOOD(PNT GRADE) 503 BATHROOM 329 MECHANICAL N/A 504 CLOSET 330 MASTER SUITE WOOD(PNT GRADE) 505 STORAGE 331 MASTER BATH WOOD(PNT GRADE) 506 MECHANICAL ROOM 332 WARDROBE WOOD(PNT GRADE) 507 BATHROOM 333 BEDROOM WOOD(PNT GRADE) UNIT 3B 508 KITCHEN 334 BATHROOM WOOD(PNT GRADE) 509 LIVING ROOM 335 CLOSET WOOD(PNT GRADE) 510 MECHANICAL UNIT 1E 336 FOYER WOOD(PNT GRADE) 511 BEDROOM 337 KITCHEN WOOD(PNT GRADE) 512 CLOSET 338 GREAT ROOM WOOD(PNT GRADE) 513 BATHROOM 339 BATH WOOD(PNT GRADE) 514 MASTER SUITE 340 BEDROOM WOOD(PNT GRADE) 515 MASTER BATH 341 CLOSET WOOD(PNT GRADE) 516 WARDROBE COMMUNITY 342 HALLWAY WOOD(PNT GRADE) UNIT 2C 517 GAMEROOM COMMUNITY 343 ELEVATOR LOBBY WOOD(PNT GRADE) Bush 518 BEDROOM MAINTENANCE 344 MECHANICAL RUBBER 519 CLOSET 520 BATHROOM NOTES: ARCHITECTS 4700 WESTGROVE DRIVE,STE.200 521 MECHANICAL 1. *OWNER TO MAKE FINAL ADDISON,TX 75001 PHONE:972-333-9455 522 PRIVATE TERRACE EMAIL:ralph@busharchitects.design EMAIL:jay@busharchitects.design EMAIL:butler@busharchitects.design UNIT 1E 523 GAMEROOM PROJECT NO. 18-154 524 MECHANICAL T 7 525 POWDER ISSUE E LOG DATE DESCRIPTION 526 PRIVATE TERRACE 09/04/2019 COMMENTS COMMUNITY 527 COMMUNITY 10/24/2019 PERMIT SET TERRACE MAINTENANCE 528 MECHANICAL COMMUNITY 529 HALLWAY COMMUNITY 530 ELEVATOR LOBBY (J) w MAINTENANCE 531 MECHANICAL ROOM J ZD SCALE 0 1/4It=1 1-0 1 1 w o� ROOM FINISH SCHEDULES = U DATE A2.15 SCALE: NTS = 10/24/2019 I� z LL SHEET o A2. 15 REFER To ENTRADA DF-C%TGN GI ]TnFLINES Fog FUgTHER DETAILED INFORMATION REGARDING THESF PLANS 0 W U F �/�/ ) 4 U vcs° oz CONTROL JOINTS NOTES: A6.0 a0�0 Wtip,WsOrn¢ O ooa�w �wO zz 1. ALL CONTROL JOINTS MUST BE CONCEALED IN THEIR ENTIRETY. Q o w a o F a a a o UHyooH oxr 2. IN STUCCO, THE CONTROL JOINTS SHALL BE FILLED WITH REFER TOA8.01/OS z o z WOzxUxF� oo FOR FASCIA PROFILE SEALANT. THE FINISH SHALL BE FLUSH ACROSS JOINT WITHOUT ¢F; o z RAKING. SEALANT SHALL BE PAINTED W/ A LOW-SHEEN PAINT TO �o s �g z Q r F z a w w g p w w MATCH ADJACENT STUCCO. N oxF�o �UUa° 3. IN STONE, THE CONTROL JOINTS SHALL BE CONCEALED UNDER LEVELS T.O.PLATE — — — = O "W° A MORTAR. 71a.7r U a o3'ag3N oxa�U�o¢aa°a 4. ALL CONTROL JOINT SPACING SHALL COMPLY MANUFACTURER'S s-1 0 0 U-N w F��<�p a RECOMMENDATIONS. ¢¢F U �°oy�¢Qr5--o N S-1 S-1 S-1 WROUGHT IRON RAILING 1 1 1 H o U a o W o U W HM Ux >w E-'z¢z°wF PLATFORM LEVEL ¢ a z¢u 3 x z CAST STONE TRIM �,/^� W �pO�xzr� woy 710.04' ww¢�'o0_4Quu�zpao bop uw U � � zz�O4 dO4 H '�+ Q�owoo�°��Q° LEVEL 4-T.O.J a z O ELEVATION LEGEND o g u 706.04' - — — a U a x o i DECORATIVE IRON ovFz��¢avwzzw, V _ _ _ _ MEDALLION q ¢zWaa�� Wx S-1 STUCCO. PAINT: RESTRAINED GOLD SW 6129 CAST STONE TRIM _ _ _ _ w a a a a S-2 STUCCO. PAINT: SVELTE SAGE SW 6164 WROUGHT IRON - - W o W z NATURAL STONE. ENTRADA COBBLE BLEND, Lm RAILING - - WROUGHT IRON RAILING a0 w u A o A o a W a x .. DECORATIVE IRON _ - _ - w� woa<o�zz¢a STN-1 STONE MOCKUP"A". CONTACT: BRAE MEDALLION Ulm IwIm U U¢ U a¢U BARTON. BLACKSON BRICK. 817.814.3194 WOOD CORBEL - CAST STONE TRIM LEVTHIN CUT NATURAL STONE. ENTRADA 992L88 19 T.O.J - STN-2 692.88' COBBLE BLEND, STONE MOCKUP"A" N CL-1 2 PIECE MISSION BARREL TILE, BORAL CAST STONE TRIM - - - - — - - - - - - - - - WOOD CORBEL ROOFING, PALERMO BLEND _ - CAST STONE TRIM CT-1 CERAMIC TILE. REFER TO ARCHITECTURAL :. WROUGHT IRON - - — — DRAWINGS FOR PATTERS AND COLORS. RAILING DECORATIVE IRON- MEDALLION WOOD CORBEL LEVEL 2-T.O.0 679.72' o CAST STONE TRIM J. LIGHT FIXTURE - - - REFER TO - ELECTRICAL DWGS. .. WROUGHT IRON - _ - - ' LIGHT FIXTURE.REFER TO RAILING I; ELECTRICAL DWGS. CAST STONE TRIM STN-1 a—'t t ,•_ -1 -i -I -1 ^,- - h..L� 671.55' - - - - - - - FIN.GR�ADE WROUGHT IRON FENCE W [� 661.55� E STAIR J 86.2%STONE MASONRY ® � ZZwO 02 EAST ELEVATION � 13.8%STUCCO MASONRY NZ A5.0, SCALE: 1 8 =1 -0 b 01 r l A6.01 ^ V I A8.02 4. LEVEL 5-T.O.PLATE 718.71' tV STUCCO FINISH CAST STONE TRIM � S-1 WROUGHT IRON RAILING _ _ PLATFORM I AK Level CAST STONE TRIM DECORATIVE IRON -� — no.aa' MEDALLION - D•a [LAI Ifilim. WOOD CORBEL -T.O.J j . oil 706V EL.04' — — - - - - - ;4 CAST STONE TRIM STUCCO FINISH O S-1 - S TN- i WOOD CORBEL _ _ r ' CAST STONE TRIM - - WROUGHT IRON RAILING - _ ;.- - WROUGHT IRON RAILING 9 DECORATIVE IRON DECORATIVE IRON MEDALLION Tiff r MEDALLION WOOD CORBEL - _ _ - - - CAST STONE TRIM VEL 3- 692LE T.OJ.88' — — - - - N CAST STONE TRIM r=1 r=1 STUCCO FINISH S-1 CAST STONE TRIM STN-2 WROUGHT IRON RAILING _ ARCHITECTS - - WROUGHT IRON RAILING I DECORATIVE IRON s- - DECORATIVE IRON MEDALLION -- - MEDALLION 4700 WADDISOON,TX 75001 DRIVE,STE.200 WOOD CORBEL - - - - DDIS CAST STONE TRIM PHONE:972-333-9455 LEVEL 2-T.O.0 _ _ _ ' - EMAIL:ralph@busharchitects.design 679.72' o — EMAIL:jay@busharchitects.design CAST STONE TRIM ,S ' -r _ I: • r' ; s r ' 2 " WOOD CORBEL EMAIL:butler@busharchitects.design PROJECT NO. 18 154 LIGHT FIXTURE REFER ISSUE LOG TO ELECTRICAL DWGS. ~ i i _ DATE DESCRIPTION _ti _ 09/04/2019 COMMENTS SANDSTONE CAP - - - WROUGHT IRON RAILING CAST STONE TRIM 10/24/201 PERMIT SET I - - 11/08/201 CONSTRUCTION SET 12/06/2019 CITY COMMENTS T.O.J 6 ot1,5' _ - - - CAST PROFILE REFER TO STRUCTURAL DWGS. WROUGHT IRON RAILING - - - - - - _ SCALE: CAST STONE TRIM 1/811= 11-011 FIN.GRADE 661.55' DATE 45.8%STONE MASONRY (n 10/24/20 19 z 54.2%STUCCO MASONRY O SHEET o, SOUTH ELEVATION Q �_ �_ A5 .01 A5.01 REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS SCALE` 1i8 , op w w Lu ]U F CONTROL JOINTS NOTES: Ln H 4°zizx va° Hlu, .ado �Z- 1. ALL CONTROL JOINTS MUST BE CONCEALED IN THEIR ENTIRETY. 6. z a z a W o W A6.0 O Oaa.�w �.r��.r..11,w,yy OUFzcGz U v�AL1Q5E"W��W cW.. 2. IN STUCCO, THE CONTROL JOINTS SHALL BE FILLED WITH w H m z SEALANT. THE FINISH SHALL BE FLUSH ACROSS JOINT WITHOUT U F. z a o a a H�Ow° �, ¢°oa RAKING. SEALANT SHALL BE PAINTED W/ A LOW-SHEEN PAINT TO MATCH ADJACENT STUCCO. ° �x�owo3o �os�x�zQ�Fza� 3. IN STONE, THE CONTROL JOINTS SHALL BE CONCEALED UNDER °` a to o�Fi° � U�.°�, [-y Ow mU�'�rwn fp ¢ N MORTAR. 4. ALL CONTROL JOINT SPACING SHALL COMPLY MANUFACTURER'S a �o� ��QaQOQ RECOMMENDATIONS. vEL s-T.o.PLATE 777 W ELEVATION LEGEND o = _ - � x Q��j P4 u a z WROUGHT IRON RAILING w z x w CAST STONE TRIM � S-1 _ V/ mgg000�U�z0x8 S-1 STUCCO. PAINT: RESTRAINED GOLD SW 6129 = WOOD SHUTTER (n A W W a¢ a o _ x POD POD POQ STN-2 a o w a F x N S-2 STUCCO. PAINT: SVELTE SAGE SW 6164 s e s e s e — - — A zU W a z U o- _ LEVEL 4-T.O.J - - 706.04' wo wOv p3 U��W W NATURAL STONE. ENTRADA COBBLE BLEND, N _ — — _' QED-2 —._ - _ N [ ¢ o.,O w 4 U 0 STN-1 STONE MOCKUP"A". CONTACT: BRAE - - x W -F. F F z A STN-2 CAST STONE ° H BARTON. BLACKSON BRICK. 817.814.3194 �I Trull H a g z a p F THIN CUT NATURAL STONE. ENTRADA casTsroNErRIM _ H ¢o a U STN-2 CAST STONE a N O a A w a x COBBLE BLEND, STONE MOCKUP "A" w A oaQoo ORNAMENTAL 0 0 Q Z w w�a�"w� y COLUMN UymU¢ U a¢Um ® CL-1 2 PIECE MISSION BARREL TILE, BORAL WROUGHT IRON RAILING _ WROUGHTIRON ROOFING, PALERMO BLEND RAILING DECORATIVE IRON CERAMIC TILE. REFER TO ARCHITECTURAL CAST STONE TRIM — _ — _ — — — — — — — — MEDALLION CT-1 DRAWINGS FOR PATTERS AND COLORS. LEVEL3-T.oT 692.88' N WOOD CORBEL S-1 STN-2 N STN-2 CAST STONE TRIM DECORATIVE IRON ' ' - MEDALLION J - -- CAST STONE ORNAMENTAL = � _ COLUMN WROUGHT IRON �RAILING— CAST STONE TRIM f` LEVEL 2-T.O.CC WOOD CORBEL T � STN 1 STN-1 STE r STN-1 STN 1 LIGHT FIXTURE REFER WROUGHT IRON RAILING TO ELECTRICAL DWGS. IN fr= _rr-:N fr_:� fr__%� fr� fr� f(-74- r CAST STONE TRIM CAST STONE CAP T i -- - t _CAST STONE TRIM LIGHT FIXTURE - I t /}1 REFER _ STN-1 � � � ELECTRICAL DWGS. W STN-1 I ♦ t - STN-1 W CAST PROFILE REFER— TO STRUCTURAL DWGS. PROFILE REFER I (••� W W' _ — — TO STRUCTU L DWG§ R ROU GHT IRON LI I I I I I I Z ✓`� FIN.GRADE W ° 81.3%STONE MASONRY U Zw 18.7%STUCCO MASONRY ° r 02 NORTH ELEVATION �O2SCALE: 1 8 =, -0 Oz A6.01 REFER TO A8.01/05 FOR FASCIA PROFILE CAST STONE CAP I I CAST STONE TRIM _ - - OP N WOOD SHUTTER S-1 CAST STONE TRIM CAST STONE TRIM CAST STONE TRIM - - - - _T c WROUGHT IRON _ _ _ CAST STONE TRIM RAILING - - _ DECORATIVE IRON— MEDALLION v - CAST STONE TRIM sh — — — — — — CAST STONE TRIM - - - - - - - - ARCHITECTS CAST STONE - - _ -- _- CAST STONE TRIM 4700 WESTGROVE DRIVE,STE.200 ORNAMENTAL COLUMN ADDISON,TX 75001 PHONE:972-333-9455 WROUGHT IRON RAILI EMAIL:ralph@busharchitects.design EMAIL:jay@busharchitects.design STN-2 4 S-1 EMAIL:butler@busharchitects.design CAST STONE TRI - - - _ - - - - - = CAST STONE TRIM PROJECT N0. 18 154 - - _ - LEVEL 2-T.O.0 — — - - — - — 1 — _ — - _ —:- �'�'� — — — — — ISSUE LOG - - - - - DATE DESCRIPTION STN-1 STN-1= _t_ I 09/04/2019 COMMENTS i _ 1 CAST STONE TRIM �_ - I 10/24/2019 PERMIT SET LIGHT FIXTURE.REFER TO 11/08/2019 CONSTRUCTION SET ELECTRICAL DWGS. 12/06/2019 CITY COMMENTS LIGHT FIXTURE REFER TO ELECTRICAL DWGS. _ m m dm dm TON CAST STONE CAP �- 6°:55 SCALE: 1/4"= 1'-0" 61.6%STONE MASONRY DATE TE 38.5%STUCCO MASONRY 10/24/201 L - - - - - - - - - - - - - - -iL- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 0 SHEET o, WEST ELEVATION w A5 .02 REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A5.02 SCALE: 1i8" -0• w 1 � Il Il - � 1 I i w LLL a zAl .� 4� ai 7 J ti t .tt .r<AIM V _ S Iwo IN" . : r If it Pw ny rr OF 10 , pp W, OFF I If ,� . ,yFF lk ' II'.`i 1 � r 11 r L aq l ji� M ~ p , rI G � IFItIF 1rr IN t. . l - -. � .., .... y 1 AAA i f l f j�k 1 III J w I1 w IONIC Ai fi� WI 14, li'If 111 Mello, it t ; 'A �1 '�U L �, It 44 L III i LW I ' i^c Petit III lid ` " 'I t ".� Wit . +Y t, .II 1 i � 4 _ IkI it n ill ALI, III � e ya '' ., ILI t t I. hr r ) . 1�?19"t* XIL IS FL �+ I f F U F H °zzx va° H qqa z wUwFaa �zo W W�ww aw wWWF P.°d"60 W W 0.,ZF4N (n °U��wnpa u C) W��m°o°�v,owo Fz y00HQw NFOIt�' �� 6F',z rL'Uac4'�¢UCG¢ F rya O °x�z w O UW z O F � �3�¢oW°adz go z3 F�¢�2o� �zo — — — — �. � �'axwQ� / uaQWQz¢3zvw N o NI UFOo // HALLWAYS LVL5-RESIDENTIAL O Faa a� xwwI STAIRWELLI a 0�0' aaya 4wo.. 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LVL 2 RETAIL ? 09/04/2019 COMMENTS r t, 10/24/2019 PERMIT SET i p� t 7 LVL1 GARAGE SCALE V) UK= I'-0" U DATE Lu 10/24/2019 Z SHEET 1-4 in o, BUILDING SECTION A6.03 SCALE: ,i8� REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS As.o3 —o" ZD 0 0 I N 00 O n O Z U W W W 0 m W 0 W X_ a 0 a z W W PD S1 P AN P RMI ACKAG OR Q J W usOT ARCH ITECTS 9 SHEET INDEX No. Sheet Title BUSH ARCHITECTS C1 COVER SHEET 4700 WESTGROVE DRIVE. SUITE 200 C2 REPEAT ADDISON, TEXAS 75001 mix D US TEL: 469.857.3151 C3 KEY MAP CONTACT: MYLON CHAMBERS C4 SITE PLAN U C5 GENERAL NOTES E a r7 C6 PAVING PLAN 9 ARTA DRIV (V rn C7 PROPOSED DRAINAGE AREA MAP C8 GRADING PLAN 0 C TO B E R 2019 C9 WATER, STORM, DUCTBANK & SEWER PLAN N U C10 EROSION CONTROL PLAN 3 wCENTURION AMERICANC11 STREET LIGHTING PLAN 0 U DEVELOPER: TROPHY CLUB W MCENTURION AMERICAN �� J CRE`' 0�0 G BOB JAMES 0 1800 VALLEY VIEW LANE, SUITE 300 �� Medlin MEADOW Cemetery Golf y w FARMERS BRANCH, TEXAS 75234 e��55�� Course 9 g o N SJN �DPNY ;L FAllayq SEMI LE n U jx o 0 GAO ��Y r RESHMEADOW wa z N 114 Q �G N �_� iNVERNE55 a x I � W V) �� I Q ��_ WESTLAKE MO � INVERNE a ORELANDSITE � O C _o U _ 7 - Cn KING 0 o' DEVELOPER: Q 114 O S g�� <� The Mooreland Funds a SOLANA Mooreland Development �r 1800 VALLEY VIEW LANE, SUITE 300 DOVE ROAD 0to� o,,r FARMERS BRANCH, TEXAS 75234 x TEL: 214.287.9009 LTF BGE, Inc. oa 0 CONTACT: MIKE BEATY µ�0 2595 Dallas Pkwy., Suite 204, Frisco, TX 75034 J �t N Tel: 972-464-4800 • www.bgeinc.com z TBPE Registration No. F-1046 U VICINITY MAP 0 N (NOT TO SCALE) C O N � C W NI N i THESE PLANS ARE ISSUED FOR ' rt` THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. o WHEN ISSUED IN o FINAL FORM THEY WILL BE TOWN OF WESTLAKE SEALED, SIGNED AND DATED. 0 0 1500 SOLANA BLVD RESPONSIBLE ENGINEER: TOWN OF WESTLAKE SUITE 7200 BGE, INC. TEXAS REGISTERED ENGINEERING WESTLAKE TEXAS 76262 FIRM F-1046 TEL: 817-430-0941 TEXAS JSOA. FRREGISTRATION ,NOE88485 APROVED OCTOBER 23, 2019 TITLE i U� Z ,U w 2 DATE 0 and OWNER'S CERTIFICATION Lot 1, Block N, WESTLAKE ENTRADA, an addition to the Town of Westlake according to the plat thereof recorded under LINE TABLE / / / 11 ,632 SQ. FT.-J �— Instrument No. D216027206, Real Property Records, Tarrant County, Texas. NUMBER BEARING DISTANCE / / — / / OWNER'S DEDICATION LOT 1 R, BLOCK 0 I Sy L1 N 18'14'25" E 13.33' >>4 / 1 / N / / // / / / NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: Q L2 S 71'27'20" E 23.43' L3 S 00'00'00" E 2 . ' / �/ / / \ / / / That BG FOX, LLC, does hereby adopt this Plat, designating the herein above described property as REPLAT OF LOT 1, BLOCK / N, WESTLAKE ENTRADA, an addition to the Town of Westlake, Tarrant County, Texas. The easements thereon are hereby PROJECT LOCATION L4 N 89°58'57" W 18.01' / / WESTLAKE ENTRADA / \ / reserved for the purposes indicated, and in accordance with the easement documents filed with the Town of Westlake and L5 N 31'32'00" W 18.01' / / (INST. NO. D218071847) — / Tarrant County. The utility and fire lane easements shall be open to fire and police units, garbage and rubbish collection agencies and the public and private utilities for which the easement is reserved, and as specifically approved by the Town of L6 N 18'14'25" E 15.53' / O/ (P R.T.C.T.)� Westlake for the use of a particular easement. The maintenance of paving or any other surface on the utility and fire lane m So`P�Pe�vD easements is the sole responsibility of the property owner. No buildings, or other permanent improvements shall be constructed, Ln / /WL ENTRADA BUILDING, LLC / reconstructed or placed upon, over or across the easements as shown. Said easements being hereby reserved for use and CURVE TABLE o / O �O / (INST. NO. D218137177) _� _ / accommodation of all public utilities for which the easement is reserved, and as specifically approved by the town of Westlake. NUMBER DELTA RADIUS CHORD CHORD ARC Q� / (D.R.T.C.T.) / / Any public utility for which the easement is reserved, and as specifically approved by the Town of Westlake to use a particular BEARING DISTANCE LENGTH / / / easement shall have the right to remove and keep removed all or part of any buildings or other improvements which in any way C1 22'39'01" 30.00' N 82°43'S7" W 11.78' 11.86' may endanger or interfere with the construction, maintenance, or efficiency of its system in the easement and that public utility VICINITY MAP / // / shall at all times have full right of ingress and egress upon the easement for the purpose of constructing, reconstructing, (NOT TO SCALE) C2 71°27'20" 30.00' S 35°43'40" E 35.04' 37.41' / inspecting, patrolling, and maintaining and adding to or removing all or part of its system, subject to complying with all ordinances, / / / 10'x10' WATER ESMT. i C3 90°01'03" 39.00' S 45°00'31" W 55.16' 61.27' O (INST. NO. D216027206) S — — — rules, regulations and resolutions of the Town of Westlake, Texas, and in accordance with the easement documents filed with the (P.R.T.C.T.) / 42,001 SQ. FT Town of Westlake and Tarrant County. The Town of Westlake, Texas, and the public utility shall have the right of ingress and C4 12'46'57" 112.67' S 83'36'32" W 25.08' 25.14' WATER ESMT. / egress to private property for the purpose of reading meters, maintenance and service required or ordinarily performed by that (INST. NO. D218071847) �j. / utility. No generic "U.E.S." (utility easements) will be allowed. No easement will be allowed by separate instrument without C5 18'45'17" 172.67' S 67'50'38" W 56.27' 56.52' / // \\ (P.R.T.C.T.) A` O� / LOT 1 , BLOCK P written approval by the Town of Westlake. C6 5°03'53" 1466.56' N 21°01'28" E 129.60' 129.64' / // / �/ 6' LIGHT AND DUCT BANK ESMT. s��^� / WESTLAKE ENTRADA N (INST. N0. D216027206) oti Notwithstanding anything to the contrary in this Plat, the owners, for themselves and their successors and assigns, reserve and (P.R.T.C.T.) O O Cp -1 g y g y g O , �• (INST. NO. D218140387) � N �• / retain the right to grant other rights and easements across, over or under the easement tract(s) to such other persons as the (P.R.T.C.T.) owners deem proper, provided such other grants are subject to the easements to the Town of Westlake granted in the easement / documents, and the uses granted do not materially interfere with the use of said easements by the Town of Westlake for the o 10 20 40 MRW INVESTORS, LLC purposes set forth herein and the Town approves said additional easements or additional uses in writing. Any damages to (INST. N0. D21 6147255) facilities located in said easements as a result of the use granted to such other person shall be promptly repaired by such other SCALE: 1" = 20' �F A 6' LIGHTING, DUCT BANK, person, and the Town of Westlake shall have no responsibility for any damage to such other person's facilities in connection with Q C1 INST\wlCTy '1 I TRI-COUNTY, AND ATMOS ESMT. (D.R.T.C.T.) D (INST. NO. D218140387) the use of said easement by the Town of Westlake. 2' OF q Y (P.R.T.C.T.) / Q / / 2 T C. 2�206) W TRI-COUNTY ESMT. \ (INST. NO. D218140387) In addition, notwithstanding anything to the contrary in this Plat, the owners, and their successors and assigns, may use the co ` (P.R.T.C.T.) easement tract(s) identified in the easement documents, and shown within the boundaries of the platted property for paving, S )�. — — pedestrian walkway, parking, landscaping and aerial improvement purposes (the "improvements"), which do not materially interfere with or prevent the use by the Town of Westlake of said easements for the purposes set forth herein. Any damages to J E ' facilities located in the easements identified on the platted property as a result of such uses shall be promptly repaired by the then-current owner of the platted property that caused such damage, and the Town of Westlake shall have no responsibility for O o / any damages to the improvements in connection with the use of said easements by the Town of Westlake. LEGEND co That the undersigned does hereby dedicate to the Town of Westlake, in fee simple, to the public in perpetuity forever, the streets D.R.T.C.T. DEED RECORDS,TARRANT COUNTY,TEXAS m / _ and alleys shown thereon. The streets and alleys are dedicated for public purposes. ESMT. EASEMENT INST. INSTRUMENT Q O This plat is approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Westlake, Texas. NO. NUMBER Q ^�V HATCHED AREA TO BE --------- — PG. PAGE ABANDONED Witness my hand this the day of 20 P.R.T.C.T. PLAT RECORDS,TARRANT COUNTY,TEXAS �/ BY THIS PLAT M/ LIGHT ESMT. SQ. FT. SQUARE FEET�O= � � / �/ ^ � 16,387 SQ. FT. (INST. N0. D216027206) 8.05' VOL. VOLUME 44J a`V �' (0.376 ACRES) (P.R.T.C.T.) (p^� By: BG FOX, LLC AREAS TO BE ABANDONED BY THIS PLAT /__ J= Q LOT 1 , BLOCK N a Texas limited partnership 10' WATER ESMT. , �. WESTLAKE ENTRADA (INST. NO. D216027206) _ (INST NO D216027206) (P.R.T.C.T.) . . / M / By: Printed Title: V (P.R.T.C.T.) 15' DRAINAGE ESMT. J a li (INST. NO. D216027206) 0 C5 (P.R.T.C.T.) I N Printed Name: BG FOX, LLC TO BE ABANDONED BY THIS PLAT \ _ (INST. NO. D217204553) Q Q� o a (D.R.T.C.T.) t I.-: STATE OF TEXAS § Ss. z COUNTY OF�2o § ro �� / BEFORE ME, the undersigned a Notary Public, in and for The State of Texas, on this day personally ^ry / HATCHED AREA TO BE ��, / / ABANDONED appeared known to me to be the person and officer whose name is subscribed to the foregoing ^¢� ° �O / 10' ELECTRIC ESMT. BY THIS PLAT instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in � �.2y N /� (INST. NO. D216027206) 1 .292 ACRES �ry/� M SANITARY SEWERESMT (P.R.T.C.T.) \ G� the capacity therein Stated. v _ / W 3 (INST. NO. D216027206) 143.02' C� LOT 1 BLOCK M o 84'I 41 E GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the dayof 20 QJ0 / _ h/ /M —(P.R.T.C.T.) 21-I� �. �N/ h — — WESTLAKE ENTRADA C4 L4 (INST. N0. D216027206) (P.R.T.C.T.) Notary Public, State of Texas 00 CADG FORREST LANE 6, LLC <� — I SURVEYOR'S CERTIFICATE o / / / (INST. NO. D217129635) I (D.R.T.C.T.) KNOW ALL MEN BY THESE PRESENTS: d7 / 10'x10' WATER ESMT. (INST. NO. D216027206) That I, David F. McCullah, do hereby certify that I prepared this Plat and the field notes made a part thereof from an actual and � / (P.R.T.C.T.) / 10' ELECTRIC ESMT. / accurate survey of the land and that the corner monuments shown thereon were properly placed under my personal supervision, 0) / / (INST. NO, D216027206) 3: / / (P.R.T.C.T.) in accordance with the Subdivision regulations of the Town of Westlake, Texas. Y-P > I 15' DRAINAGE ESMT. \ 1 / / / \ I (INST. NO. D216027206) Dated this the 1th day of October, 2019. m / / / (P.R.T.C.T.) / r� / �\��ob, / J 8,269 SQ. FT. OF T o / / / PLO 0-p�Gil / — — — I LOT 2, BLOCK N *��P��STERF10 ;�� &_ � / / —' `��. ` / I WESTLAKE ENTRADA �' David F. McCullah •••'•••••••"' � •• L U / / / (INST. NO. D216027206) / Texas Registered Professional Land Surveyor No. 4023 ...�CJ ....v:�... J 10' WATER ESMT. (P.R.T.C.T.) / G`` �9��FES51��.•y0� • (' p • (INST. NO. D216027206) 1 / • 0- V / / / / / (D.R.T.C.T.) S U R 1 M � CADG FORREST LANE 6, LLC / ' / / , 1 .218 ACRES (INST. N0. D217129635) STATE OF TEXAS § 00 / / / / (D.R.T.C.T.) § co COUNTY OF / LOT 3 BLOCK N /Q BEFORE ME, the undersigned, a Notary Public, in and for The State of Texas, on this day personally appeared David F. WESTLAKE ENTRADA / McCullah, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to o / (INST. NO. D216027206) 5' WALL MAINTENANCE ESMT. / me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. X / (INST. NO. D216027206) z / / / (P.R.T.C.T.) (P.R.T.C.T.) GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the day of 20 / \ \ SAND PHARMACY WESTLAKE 10881 LLC REPLAT / / cn I I (INST. N0. D217245875) � / OF/ CO / (D.R.T.C.T.) 10' WATER ESMT. NotaryPublic, State of Texas / i I (INST. N0. D2(D(D.R.T.C.T.) WESTLAKE ENTRADA LOT 1 , BLOCK N z o GENERAL NOTES BEING 16,387 SQUARE FEET 00 IN THE WILLIAM H. PEA SURVEY, ABSTRACT NO. 1246 1. Basis of bearing, horizontal and vertical position derived from the Texas WDS RTK Network-Texas State Plane Coordinate CZ System, NAD83, North Central Zone (4202). TOWN OF WESTLAKE, TARRANT COUNTY, TEXAS OCTOBER 2019 Lu 2. No floodplain exists on this site. r` BGE Inc. N 3. Selling a portion of this property by metes and bounds is a violation of the Town Ordinance and State Law and is subject to 00 OWNER 2595 Dallas Parkway, Suite 101, Frisco, TX 75034 co fines and withholding of utilities and building permits. � � Tel: 972-464-4800 • www.bgeinc.com � 4. No generic"U.E.s" (utility easements)will be allowed. No easement will be allowed by separate instrument without written BG FOX, LLC TBPLS Licensed Surveying Firm No. 10193953 approval by the Town of Westlake. Copyright 2019 29 Main t, to O a� Grapevine, TX 76051 0 5. Unless otherwised noted, all boundary corners & lot corners are 5/8" iron rod set with yellow cap stamped "BGE". A Contact: David McCullah Z Telephone: (972)464-4839 • Email:dmccullah@bgeinc.com X Project No. 1234-56 I JAL/DFM C7 TROPHY CLUB o o x�F CRE�'� �� G�"� E5 BOB JAMES Medlin MEg00� eER�5�5�� CemeGteJg Golf Course SVN TROPHY 2 Fq/W SEMINOLE _ - �' w v 0 114 Go� 0tiCrFRESHMEADOII ma z N a x ti INVERNESS I W i s I = BGE, Inc. WESTLAKE c INVERNE'Ss 2595 Dallas Parkway, Suite 204 0 Frisco, TX 75034 Cl) Tel: 972-464-4800 • www.bgeinc.com TBPE Registration No. F-1046 KI"� Contact: Jason Frey Tel: 972-464-4821 0 114 Copyright 2017 a SOLANA 0 nor Ito DOVE ROAD O/sP 9 S lT� �Ooa (Vn Q N VICINITY MAP STATF y 114 (NOT TO SCALE) DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 �\ Farmers Branch, TX 75234 CoTelc ntt: Michael Beaty 214-287 9 09 _ MOORELAND - Engin"ring ° Development • Construction CO X SITE DRILL - _ Z �e Z (n OU / ZONE ` / Horizontal Scale: N.T.S. 1 w Fy U ~ U u-I U z 1 �—° . STgT ° � s T�—qR=GONA % �y � Q / M '' O O w Q � z J W J � Q C m C'� � Qo oN �i O J CL ' _ _ 0w LU \ I �� L LI 04 \ \ \ / J 3 �� H Q z o z \ �� w U Q 0 Ld THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY \a . °; O�� \ REVIEW AND ARE NOT INTENDED Y K \ FOR CONSTRUCTION. \ \ WHEN ISSUED IN m FINAL C� ��; FORM THEY WILL BE �� • �� a �j ,weiT----- SEALED, SIGNED AND DATED. E �\ •G \ \\ \ RESPONSIBLE ENGINEER: o \ 11 en 7 \ BGE, INC. N \\ I • <<o TEXAS REGISTERED ENGINEERING FIRM F-1046 JASON A. FREY, P.E. I TEXAS REGISTRATION N0. 88485 i y • �O� �i: OCTOBER 23, 2019 C n� oC1 II tt II 2 `�N !I CAUTION 1 • • / Contractor to Verify exact location 2 & Depth of Exist Facilities Prior to N 11 \\ • any Construction Activities 0 ° • • CAUTION CONTACT: 1-800—DIG—TESS \ \\ \\ 48 HOURS PRIOR TO CONSTRUCTION REVISIONS Cn REV NO. DATE DESCRIPTION � o O \\\y \ \ ow O J Y � 'A O O LEGEND U)I DRAWN BY: o \ o 0 w ® \ r w BLOCK NAME CHECKED BY: N \ R R \\ \ g� DATE: o \� oR PROJECT NUMBER: Y R �� Sheet No. o �� R N KEY MAP GRANADA \\R w \ \ Z \\Q C3 U Z -A� \ \ 0 . \ \ CD \\ R \ SHEET C3 OF C10 coo . i TROPHY CLUB W / J �O CRE�'��GF'c BOB JAMES Medlin MEgO 0 � - 9�R�NSF� Cemetery Jg Golf Ld "V, F Course / ° ° / / S� TROPHY '2 Algyq SEMINOLE F JU O t°n 114 GpyO �'Op� r RESN MEADOII mw z ? IN �� INVERNESS a '� I W � p � Y iiiii Q BGE, Inc. WESTLAKE INVERNE 2595 Dallas Parkway, Suite 204 S% p Frisco, TX 75034 I T E-7 Cn Tel: 972-464-4800 • www.bgeinc.com BLOCK 0 KING TBPE Registration No. F-1046 Contact: Jason Frey 10 X 10 W.E. LOT 1 R 114 Tel: 972-464-4821 & Copyright 2017 6 LIGHT a SOLANA 9 ESMT & D.B. DOVE ROAD O�s� BLOCK P = � TF ° A °oa v�i LOT 1 �,<�� a VICINITY MAP CENTURION AMFERICAN � � O6' LIGHT° ESMT & , (NOT TO SCALE) DEVELOPER 10 X 20 CENTURION AMERICAN B. TRI. COUNTY 1800 Valley View Lane, Suite 300 EL EC. ESMT OVERALL LEGEND Farmers Branch, TX 75234 FH Contact: Michael Beaty PROPOSED FIRE HYDRANT Tel: 214-287-9009 / / O ° —� ° SSMH PROPOSED SANITARY ' ° MANHOLE MOOREL�D O ° PROPOSED STORM INLET Engin"rinq • Development • Construction �Q PROPOSED STREET LIGHT EXISTING TRANSFORMER / °/ U) / /° / / LS PROPOSED LANDSCAPE 20' PUBLIC ACCESS /l BLOCK N 0--o EXISTING STREET LIGHT 0 & UTILITY ESMT. LOT 1 ? [G EXISTING GAS METER > / ° ° / C 3' LIGHT _ _ Horizontal Scale: 1" = 10' 10 9 9 8 SF ESMT / 0 EXISTING ELECTRIC MANHOLE CU Z (TO BE O _ MODIFIED) N 0' 10' 20' EXISTING SIGN z 0- � Z U R ETA L_ FFE 671 . 55 I FH r 1 w c) EXISTING FIRE HYDRANT ~ U LU � GARAGE FFE = 6 61 . 55 10' X 10' — I U — v ZZ W.E. i PORTION OF EASEMENT Q O W Q 0Y / 15' D.E. I TO BE ABANDONED Z J w MJ � Q ° / 10' ELEC (TO BE I 0 0 W < CY) 6 � // ESMT ABANDONED) �I E z Q O LLI / / / ELEC w Q J Z Q N // // a / ESMv O Q D I PROPOSED PARKING NOTES: Q Q J w 0 / O �j 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS V) m � CL // // / // Q I (3 SPACES EXISTING FOR THIS PLAN SET Z W O W / D I 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS O W N // ° � J, OTHERWISE NOTED ° 15' TCMU0 / I (n3: O ILL / / ° / WA TER ESMT l _ Q z " " Z — BM1 — ❑ Cut found on to of curb at the south median nose approximately ° / P PP Y LLI o / — — — I 691 feet southeast of the intersection of Solana Blvd. and Davis Blvd. U O — L3 / 6' L/GHT Elev. 668.963' 3. Ir Z / / / / / ESMT & D.B. BM2 — "❑" Cut found on top of curb in the west turn lane median at the a / / ° / THESE PLANS ARE ISSUED FOR �_ / / I intersection of Davis Blvd. and Hwy 114 approximately 38 feet west of the VAR/ABLE BLOCK M centerline of Davis Blvd. and 8 feet southwest of traffic signal pole on THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED / ° / }7 southwest comer of intersection. FOR CONSTRUCTION. Z S.S.E. Elev. 667.93 / (TO BE MODIFIED) / LOT 1 WHEN ISSUED IN ° -_ -- \ FINAL FORM THEY WILL BE / 1 \ TBM1 — "❑" Cut in median nose located N 700 feet southeast of intersection of Davi SEALED, SIGNED AND DATED. PROPOSED PARKING \ / Blvd. and Dove Road. Elev. 668.96 (7 SPACES I \ IN, U' TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. RESPONSIBLE ENGINEER: / 10' ELEC v BGE, INC. ESMT / Elev. 679.58 TEXAS REGISTERED ENGINEERING PROPOSED PARKING FIRM F-1046 JAS r / \ ON A. FREY, P.E. ` / 24' F/RE LANE (4 SPACES) TEXAS REGISTRATION NO. 88485 o / / / 15' OCTOBER 23, 2019 / / 10' X 10' - - - - - N / W.E. I pE l LINE TABLE o ° ° a / i i CAUTION 14 Contractor to Verify exact location F, LINE 08.805 S71°LENGTH 627 BEARING Contractor & Depth of Exist Facilities Prior to cany Construction Activities ° / �� WALL MAINTENANCE / MINIMUM � O F UNIT SIZE UNIT SIZE TOTAL � O F L2 25.024 SO* oo' oo.00"E / ESMT. CAUTION o a / ` / BEDROOMS PER L3 49.499 N 89° 58' 57.09"W / / / BLOCK N / UNIT MINIMUM AVERAGE UNITS TOTAL 48 HOURS PRIOR a o CONSTRUCTION L4 18.003 N31° 32' 00.45"W ° // \\ / \\ LOT / L5 15.530 N18° 14' 24.63"E j \ / 1 B E D R O O M N/A N/A N/A N/A REV INOON DATE DESCRIPTION M / / �� / 2 BEDROOM 1 ,278 1 ,710 9 90 CURVE TABLE / CURVE RADIUS DELTA ANGLE ARC LENGTH LONG CHORD J Z // 3 BEDROOM 2,602 2,602 1 10 C1 30.00' 71°27'20" 37.41' S 35°43'40" E, 35.04' U C2 39.00' 90°01'03" 61.27' S 45°00'31" W, 55.16' 0 / C3 112.67' 12°46'19" 25.11' S 83°36'51" W, 25.06' C4 172.67' 18°45'42" 56.54' S 67°50'50" W, 56.29' in / DRAWN BY:C5 1466.56' 5°03'55" 129.65' N 21°01'29" E, 129.61' Uj BLOCK N / CHECKED BY: LOT 3 / I1 / DATE: i 0 a �; PROJECT NUMBER: C, ° Y Sheet No. O En Of SITE PLAN w DEVELOPER OWNER SURVEYOR/ENGINEER CENTURION AMERICAN MRW INVESTORS, LLC BGE, Inc. 1800 Valley View Lane, Suite 300 1800 Valley View Lane, Suite 300 . = 2595 Dallas Parkway, Suite 204, Frisco, TX 75034 i Framers Branch Texas 75234 Framers Branch, Texas 75234 Tel: 972-464-4800 • www.bgeinc.com b TBPE Registration No. F-1046 �� z Contact: Michael Beaty Contact: Michael Beaty Copyright 2018 L Telephone: (214)-287-9009 Telephone: (214)-287-9009 SHEET C4 of ci o coo GENERAL NOTES TOWN OF WESTLAKE GENERAL NOTES TROPHY CLUB N S J 1. THESE NOTES APPLY TO ALL SHEETS IN THIS PLAN SET. 1. THE APPLICABLE STANDARDS AND SPECIFICATIONS, THE CURRENT VERSION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" ��F cRE� m�o G�� 0BOB JAMES PUBLISHED BY N.C.T.C.O.G. AND THE TOWN OF WESTLAKE ENGINEERING STANDARDS SHALL APPLY. IN THE EVENT OF A CONFLICT, TOWN OF WESTLAKE y��`'� Medlin MEgpo �N 2. CONTRACTOR IS RESPONSIBLE FOR, AND MUST OBTAIN PRIOR TO CONSTRUCTION, ALL NECESSARY CONSTRUCTION PERMITS REQUIRED BY THE LOCAL STANDARDS SHALL GOVERN. THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE TCEQ, A.W.W.A., AND A.S.T.M. REGULATIONS. Cemetery Golf Z Y FRh ( 1, Course a o - MUNICIPALITY. CONTRACTOR MUST HAVE A COPY OF THE LOCAL MUNICIPALITY'S STANDARD CONSTRUCTION DETAILS ON SITE.. e SENSEFAl SEMINOLE 7 J i 2. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE TOWN OF WESTLAKE. THE TOWN RESERVES THE RIGHT TO ACCEPT OR TRpPH o209 \P vlu J= = o 3. EXISTING UTILITY LOCATIONS SHOWN ARE TAKEN FROM AVAILABLE RECORDS PROVIDED BY THE UTILITY OWNER AND FIELD LOCATIONS OF SURFACE REJECT MATERIAL OR WORKMANSHIP THAT DOES NOT CONFORM TO THE STANDARDS AND SPECIFICATION OF THE TOWN. F� oo 'oo F FRESNMEADON °W z (n Q APPURTENANCES. LOCATIONS SHOWN ARE GENERALLY SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE AND LOCATION OF EACH 114 0 .i N = PARTICULAR UTILITY. SOME UTILITY LINES MAY NOT BE SHOWN. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ACTUAL FIELD LOCATION AND 3. ALL DISTURBED AREAS OFF-SITE SHALL BE SEEDED OR SODDED AS SHOWN ON THE CONSTRUCTION PLANS. iNVERNEss a x W PROTECTION OF EXISTING FACILITIES WHETHER SHOWN OR NOT. CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS TO EXISTING 4. THE CONTRACTOR SHALLHE ONE 1 APPROVED SET OF CONSTRUCTION PLANS ON THE JOB SITE DURING CONSTRUCTION. �o z s Q AV BGE, Inc. FACILITIES, WHETHER SHOWN OR NOT, DAMAGED BY CONTRACTOR'S ACTIVITIES. DIFFERENCES IN HORIZONTAL OR VERTICAL LOCATION OF EXISTING ( ) WESTLAKE UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL EXPENSE. INVERNE 2595 Dallas Parkway, Suite 204 5. THE CONTRACTOR SHALL NOTIFY THE TOWN OF WESTLAKE AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO COMMENCING CONSTRUCTION. Frisco,�� N TX 75034 4. ANY CONTRACTOR / SUBCONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY 6. ALL PAVING AND UTILITIES SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH THE TOWN OF WESTLAKE SPECIFICATIONS. O Tel: 972-464-4800 • www.bgeinc.com RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. SAID EXISTING IMPROVEMENTS SHALL INCLUDE BUT NOT BE LIMITED TO BERMS, DITCHES, FENCES, AND PLANTS. ANY REMOVAL OR DAMAGE TO EXISTING IMPROVEMENTS SHALL BE 7. AN ENGINEERED TRENCH SAFETY PLAN IS REQUIRED WHEN THE TRENCH DEPTH EXCEEDS 5'. KING TBPE Registration No. F-1046 REPLACED OR REPAIRED BY THE CONTRACTOR AT HIS EXPENSE AND SHALL BE APPROVED BY THE TOWN OF WESTLAKE. Contact: Jason Frey 5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL USE SILT FENCES (OR 8. BASED ON OUR UNDERSTANDING AND THE INFORMATION PROVIDED BY THE TOWN, THE WATER AND SANITARY SEWER LINES COMPLY WITH THE WATER 114 Tel: 972-464-4821 o OTHER METHODS APPROVED BY THE ENGINEER AND TOWN) AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT AND SANITARY SEWER MASTER PLANS FOR THE TOWN OF WESTLAKE. & Copyright 2017 PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR LOCAL EROSION CONSERVATION, AND SILTATION ORDINANCES. WATER NOTES: L CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE o SOLgNq ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS AND 1. CONTRACTOR SHALL PURCHASE A COPIE(S) OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS O�o�Gr APPROVALS BEFORE CONSTRUCTION BEGINS. DURING CONSTRUCTION. DOVE ROAD sP 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN NEAT AND ACCURATE CONSTRUCTION RECORD PLANS. A COPY OF THESE RECORD PLANS ARE 2. ALL WATER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST o �TF TO BE SUBMITTED TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION. EDITION. ALL WATER SERVICE CONNECTIONS TO BE FORD COMPRESSION FITTINGS. ALL BENDS TO HAVE RETAINER FITTINGS (MEGA-LUG). USE DOMESTIC �ooa N DUCTILE IRON FITTINGS ONLY. a 7. CONTRACTOR SHALL USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. THE Cn CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE PLANS AND ALL FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. 3. ALL FIRE HYDRANTS SHALL HAVE ONE (1) HYDRA-STORZ CONNECTION AND TWO (2) 2.5" HOSE NOZZLES, SHALL HAVE A MINIMUM MAIN BARREL VALVE OPENING OF 5.25", AND SHALL BE PLACED ON MAINS OF NOT LESS THAN 6" IN DIAMETER. ALL FIRE HYDRANTS ARE TO BE PAINTED PER VICINITY MAP 8. SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO OBTAIN THE ENGINEERS CLARIFICATION BEFORE COMMENCING WITH ARTICLE IV, SECTION 2.H.5 OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS AND AGREED TO BY THE TOWN. (NOT TO SCALE) THE CONSTRUCTION. DEVELOPER 9. CONTRACTOR TO DISPOSE OF ALL EXCESS EXCAVATION MATERIALS AS DIRECTED BY THE OWNER. 4. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS. CENTURION AMERICAN 10. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER, OR BY 5. ALL WATER MAINS SHALL BE PVC AWWA-C900, DR18, CLASS 150 UNLESS NOTED OTHERWISE. 1800 Valley View Lane, Suite 300 OTHER MEANS APPROVED BY THE TOWN AND ENGINEER, AT NO ADDITIONAL COST TO THE OWNER. 6. TOP OF WATER MAIN SHALL BE A MINIMUM OF 48" BELOW THE TOP OF CURB OR 48" BELOW FINISHED GRADE. METALLIC DETECTOR TAPE WILL BE Farmers Branch, TX 75234 Contact: Michael Beaty VALVES TO BE EXTENDED TO WITHIN 1' OF GROUND IF MORE THAN 36". 11. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTING USED. Te1: 214-287-9009 FROM SITE CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR AT HIS EXPENSE. 7. FIRE HYDRANTS SHALL BE LOCATED 6' BEHIND THE BACK OF CURB (MIN). 12. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. 8. CONTRACTOR SHALL CLEAN THE WATER MAIN BY INSERTION OF "POLY PIGS" AT DESIGNATED LOCATIONS. COST FOR "POLY PIG" CLEANING WILL BE THE MOORELAND 13. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING RESPONSIBILITY OF THE CONTRACTOR. ALL CONSTRUCTION PHASES. Engineering . Development • Construction 9. ALL DOMESTIC WATER SERVICES SHALL BE 1" CLASS 200 POLYETHYLENE. 14. BACKFILL SHALL BE FREE FLOWING, FREE OF ROCKS AND LARGE CLODS. BACKFILL SHALL BE PLACED IN 6 TO 9 INCH LIFTS AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY COMPACTED TO 95 PERCENT STANDARD PROCTOR FOR ALL UTILITIES. 10. CORPORATION STOPS SHALL BE FULL OPEN PRIOR TO BACKFILL. 15. ALL PROPOSED GRADING WHERE ANY BUILDINGS MAY POTENTIALLY BE CONSTRUCTED SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY 11. CURB STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. 0 COMPACTED TO 95 PERCENT STANDARD PROCTOR. ALL OTHER GRADING SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY COMPACTED Q Q TO 90 PERCENT STANDARD PROCTOR. CONTRACTOR WILL HAVE TO COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY 12. METER BOXES SHALL BE FURNISHED BY THE CONTRACTOR AND PLACED IN PAVEMENT PER TOWN OF WESTLAKE METER BOX DETAILS FOR IN-PAVEMENT X ADJUSTMENTS AND / OR RELOCATIONS. METER BOXES. w Q Lu 16. EROSION CONTROL DEVICES AS SHOWN ON THE GRADING AND EROSION CONTROL PLANS FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START 13. WATER MAINS TO BE LOCATED PER THE PLANS. Q Q OF LAND DISTURBING ACTIVITIES ON THE PROJECT. �'�/ 14. METER BOXES SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO PAVING. 11. I- 17. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. CHANGES 15 EXTEND SAMPLING POINT 2' ABOVE EXISTING GRADE AND END WITH A 1" CURB STOP. SAMPLING POINTS WILL BE DETERMINED BY THE CONSTRUCTION U Z z. ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE TOWN OF WESTLAKE. INSPECTOR. Q O z 18. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL uJ U PLAN WILL BE REQUIRED TO BE REVISED AND / OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON-SITE. 16. PIPE SHALL BE TESTED AT 150 PSI FOR FOUR (4) HOURS. ~ W 0Y Z 19. IF OFF-SITE BORROW OR SPOILS SITES ARE USED IN CONJUNCTION WITH THIS PROJECT, THIS INFORMATION SHALL BE DISCLOSED AND SHOWN ON THE 17. CHLORINATE WATER LINES AT 500 PPM FOR FORTY-EIGHT (48) HOURS. CHLORINATION IS ACCEPTABLE DURING THE PRESSURE TEST. U CC il EROSION CONTROL PLAN. OFFSITE BORROW AND SPOILS AREAS ARE CONSIDERED PART OF THE PROJECT SITE AND THEREFORE SHALL COMPLY WITH O G O w Q THE TOWN OF WESTLAKE EROSION CONTROL REQUIREMENTS. THESE AREAS SHALL BE STABILIZED WITH PERMANENT GROUND COVER PRIOR TO FINAL 18. FLUSHING AND CHLORINATION SHALL BE COORDINATED WITH THE CONSTRUCTION INSPECTOR. z J J Cfl APPROVAL OF THE PROJECT. Q m U � I j 19. ALL TAPS ON EXISTING MAINS SHALL BE WET TAPS. NO SIZE-ON-SIZE TAPS ALLOWED. U 20. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS GOVERNING EXCAVATION. THE CONTRACTOR SHALL PROVIDE O DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS THAT COMPLY WITH APPLICABLE LAWS GOVERNING EXCAVATION. THESE PLANS 20. EXISTING VALVES SHALL BE OPERATED BY CITY PERSONNEL ONLY. ONCE THE NEW WATER LINE IS ACTIVATED AND PASSES BACTERIOLOGICAL TESTING, r z Ur W N SHALL BE SEALED BY AN ENGINEER EXPERIENCED IN THE DESIGN OF TRENCH SAFETY SYSTEMS AND LICENSED BY THE STATE OF TEXAS. SUBMIT PLAN THE VALVES MAY BE OPERATED BY CITY PERSONNEL ONLY. W Q J Z Q 0 TO THE OWNER PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL ASPECTS OF WORK RELATED TO � J E EXCAVATION. SANITARY SEWER NOTES: Q O a m N 21. THE CONTRACTOR SHALL COORDINATE OPERATION OF ALL EXISTING VALVES WITH THE TOWN OF WESTLAKE. THE CONTRACTOR SHALL BE SOLELY 1. CONTRACTOR SHALL PURCHASE A COPY OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS DURING z O I T RESPONSIBLE FOR SITE TRENCH SAFETY DURING ALL PHASES OF CONSTRUCTION. CONSTRUCTION. O J U\j W N 2. ALL SANITARY SEWER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, - 5 ILL.Ki 22. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF GRATE INLETS LATEST EDITION. D U) N AND ALL UTILITIES CROSSING THE STORM SEWER. O 0 j 23. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER. 3. ALL RESIDENTIAL CLEANOUTS WILL BE BASS & HAYS 404 CLEANOUT OR APPROVED EQUAL. z THE TOWN OF WESTLAKE SHALL INSPECT ALL PUBLIC IMPROVEMENTS. 4. THE SANITARY SEWER SERVICE LINE SHALL BE EXTENDED A MINIMUM OF 6 FEET PAST THE PROPERTY LINE. 10 0 24. THE CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION FEES. AS AN ALTERNATE, THE OWNER RESERVES THE RIGHT TO PAY THE INSPECTION 5. SERVICE LINES SHALL BE 4" PVC AND SHALL BE PLUGGED AND PRESSURE TESTED WITH THE MAIN LINE. z FEES DIRECTLY TO THE TOWN. CONSTRUCTION STAKING TO BE PROVIDED BY THE CONTRACTOR, UNLESS OTHERWISE AGREED TO BY THE OWNER. 25. THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGN OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR IS ITS 6. SERVICE LINES ARE TO BE LOCATED AT THE DOWNHILL SIDE OF THE LOT. THESE PLANS ARE ISSUED FOR EMPLOYEES, AGENTS, OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE SEAL OF HEREON DOES NOT EXTEND TO ANY SUCH SAFETY 7 THE TOP OF SEWER PIPE SHALL BE A MINIMUM OF 48" BELOW FINISHED GRADE THE PURPOSE OF PRELIMINARY . . SYSTEM THAT MAY NOW OR HEREAFTER BE INCORPORATED IN THESE PLANS. REVIEW AND ARE NOT INTENDED z 8. THE CONTRACTOR IS REQUIRED TO PULL A MANDREL THROUGH SEWER PIPE. FOR CONSTRUCTION. 26. SEEDING SHALL BE BROADCAST SEEDING IN ACCORDANCE WITH NCTCOG SPECIFICATIONS ITEM 3.10 "SEEDING". WHEN ISSUED IN 9. ATV INSPECTION OF THE SANITARY SEWER LINES IS REQUIRED. FINAL FORM THEY WILL BE 0 27. FERTILIZER SHALL BE IN ACCORDANCE WITH NCTCOG SPECIFICATIONS ITEM 3.11 "FERTILIZER". SEALED, SIGNED AND DATED. a 10. THE SEWER PIPE WILL BE PRESSURE TESTED IN ACCORDANCE WITH TNRCC LOW PRESSURE AIR TEST (SECTION 317.2 (a)(4)(13)). REFER TO MANHOLE N 28. WATER, SEWER, & DUCT BANK WILL HAVE DETECTOR TAPE INSTALLED BETWEEN EMBEDMENT AND NATIVE BACKFILL. DETAIL FOR ADDITIONAL TESTING REQUIREMENTS. RESPONSIBLE ENGINEER: BGE, INC. 29. THE CONTRACTOR SHALL VERIFY THE LOCATION, SIZE, AND MATERIAL OF ALL UTILITIES AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING 11. ENGINEERED CASING IS REQUIRED WHEN CROSSING STREETS LARGER THAN COLLECTORS. TEXAS REGISTERED ENGINEERING CONSTRUCTION. CONTRACTOR SHALL CONTACT AND COORDINATE WITH ALL AFFECTED UTILITIES 48 HOURS PRIOR TO CONSTRUCTION. DIG TESS FIRM F-1046 r 1-800-344-8377 12. NO SERVICES ALLOWED ON CLEANOUT STACK. JASON A. FREY, P.E. TEXAS REGISTRATION NO. 88485 i 30. CONTRACTOR SHALL LOCATE AND ADJUST EXISTING UTILITY MANHOLE LIDS, CLEANOUTS, WATER VALVES AND OTHER SURFACE APPURTENANCES AS 13. ELIMINATE DISCHARGE INTO THE EXISTING SEWER SYSTEM BY PLUGGING LINE AT CONNECTION. THE CONTRACTOR WILL BE BILLED FOR THE DISCHARGE OCTOBER 23, 2019 REQUIRED FOR NEW CONSTRUCTION. CONTRACTOR SHALL COORDINATE UTILITY ADJUSTMENTS WITH OTHER DISCIPLINES AND THE APPROPRIATE UTILITY DURING CONSTRUCTION. a AGENCIES AND PROVIDE FOR ALL FEES FOR PERMITS, CONNECTIONS, INSPECTIONS, ETC. THESE ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO CAUTION THE CONSTRUCTION CONTRACT. 14. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST 11. ° EDITION. Contractor to Verify exact location 31. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION AND PRIMARY CONTROL. ANY SUCH POINTS WHICH THE CONTRACTOR & Depth of Exist Facilities Prior to BELIEVES WILL BE DESTROYED SHALL HAVE OFFSET POINTS ESTABLISHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MONUMENTATION 15. PIPE MATERIAL FOR WASTE WATER LINES SHALL CONFORM TO THE NOTES SHOWN ON THIS DRAWING AND TO THE REQUIREMENTS OF THE PROJECT any Construction Activities 01 DESTROYED BY THE CONTRACTOR SHALL BE REESTABLISHED AT HIS EXPENSE. SPECIFICATIONS. SANITARY SEWER LINE SHALL BE SDR-35 PVC IF DEPTH OF LINE IS 10' OR LESS AND SDR-26 IF DEPTH OF LINE IS GREATER THAN 0 10'. EMBED SEWER PIPE IN ACCORDANCE WITH LOCAL MUNICIPALITY DESIGN STANDARDS. CAUTION 0 32. BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE CONTACT: -Boo-DIG-TESS a LATEST EDITION OF THE 'TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", PART VI IN PARTICULAR. TRAFFIC FLOW AND ACCESS SHALL BE 16. WATER AND WASTEWATER LINES SHALL BE LOCATED A MINIMUM OF 9'APART (CLEAR DISTANCE). WHEN SEPARATION CANNOT BE MAINTAINED, SANITARY 48 HOURS PRIOR TO CONSTRUCTION MAINTAINED DURING ALL PHASES OF THE CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC SAFETY MEASURES FOR WORK SEWER SHALL EITHER BE ENCASED IN CONCRETE OR UPGRADED TO PRESSURE PIPE (MIN. SDR 26). 1") ON PROJECT. STORM DRAIN NOTES: REVISIONS 33. ONSITE PLANAMETRIC AND TOPOGRAPHIC MAPPING TAKEN FROM DATA PROVIDED BY G&A CONSULTANTS CONFIRMED BY BROWN AND GAY ENGINEERS IN REV NO. DATE DESCRIPTION JULY 2014.. 1. ALL CULVERT HEADWALLS AND INLETS TO HAVE STONE CLADDING. x 34. ANY DAMAGES THAT MAY OCCUR TO REAL PROPERTY OR EXISTING IMPROVEMENTS SHALL BE RESTORED BY THE CONTRACTOR TO AT LEAST THE SAME 2. NO PRECAST CURB INLETS. o CONDITION THAT THE REAL PROPERTY OR EXISTING IMPROVEMENTS WERE IN PRIOR TO THE DAMAGES. THIS RESTORATION SHALL BE SUBJECT TO THE Z OWNER'S APPROVAL; MOREOVER, THIS RESTORATION SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION TO THE CONTRACTOR. RESTORATION 3. ALL MATERIALS AND WORKMANSHIP FOR STORM DRAIN CONSTRUCTION SHALL CONFORM TO THE NCTCOG STANDARD SPECIFICATIONS FOR PUBLIC WORKS SHALL INCLUDE, BUT NOT BE LIMITED TO, REGRASSING, REVEGETATION, REPLACING FENCES, REPLACING TREES, ETC. CONSTRUCTION, LATEST EDITION, AND THE LOCAL MUNICIPALITY REQUIREMENTS. U O N 35. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR T0: 4. CONTRACTOR SHALL MAINTAIN DRAINAGE AT ALL TIMES DURING CONSTRUCTION. PONDING OF WATER WILL NOT BE ALLOWED. A. PREVENT ANY DAMAGE TO PRIVATE PROPERTY AND PROPERTY OWNER'S POLES, FENCES, SHRUBS, ETC. 5. STORM PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) 18" AND ABOVE IN DIAMETER AND SDR-35 POLYVINYL CHLORIDE (PVC) PIPE OR N B. PROVIDE ACCESS TO ALL DRIVES DURING CONSTRUCTION. HIGH DENSITY POLYETHYLENE (HDPE) BELOW 18"IN DIAMETER. DRAWN BY: o C. PROTECT ALL UNDERGROUND UTILITIES TO REMAIN IN SERVICE. D. NOTIFY ALL UTILITY COMPANIES AND VERIFY LOCATION OF ALL UTILITIES PRIOR TO START OF CONSTRUCTION. GRADING NOTES: 1. THE CONTRACTOR SHALL ADMINISTER SPRINKLERS FOR DUST CONTROL, EARTHWORK OR BASE CONSTRUCTION AS REQUIRED OR AS DIRECTED BY THE CHECKED BY: Y 36. CONTRACTOR SHALL MAINTAIN UTILITY SERVICES AT ALL TIMES DURING CONSTRUCTION. ENGINEER IN ACCORDANCE WITH THE LOCAL MUNICIPALITY STANDARDS. 0 37. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING SIDEWALKS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM THE CONSTRUCTION. DATE: 2. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, ASTM 38. THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIAL FROM THE PROJECT AREA UNLESS INSTRUCTED DIFFERENTLY BY OWNER OR ENGINEER. THIS D 698. IN CONJUNCTION WITH THE COMPACTING OPERATION, FILL MATERIAL SHALL BE BROUGHT TO A MOISTURE CONTENT RANGING FROM +2 PERCENT 0 WORK SHALL BE SUBSIDIARY TO THE CONTRACT AND IS NOT A SEPARATE PAY ITEM. POINTS ABOVE OPTIMUM TO +6 PERCENTAGE POINTS ABOVE OPTIMUM +2 TO +6. PROJECT NUMBER: ° PAVING NOTES: he 39. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION, AND TESTING AS REQUIRED BY THE OWNER AND/OR THE LOCAL Co MUNICIPALITY. 1. CONTRACTOR'S WORK SHALL INCLUDE PAVEMENT REMOVAL AND DISPOSAL REQUIRED FOR NEW WALK, DRIVE, CURB, GUTTER AND OTHER PAVING Sheet No. O FEATURES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION AND TESTING REQUIRED BY THE OWNER AND/OR THE LOCAL N 40. ALL WORK IN THE CITY RIGHT-OF-WAY, PROPERTY AND EASEMENTS SHALL BE CONSIDERED PUBLIC. ALL OTHER WORK SHALL BE CONSIDERED PRIVATE. MUNICIPALITY. GENERAL NOTES U_ 1 2. PAVING SECTIONS SHALL BE SAWCUT IN 15' X 15' SQUARES. w N 3. PAVEMENT REMOVAL AND REPAIR SHALL CONFORM TO THE LOCAL MUNICIPALITY REQUIREMENTS. CONTRACTOR SHALL MAKE AN EFFORT TO PROJECT o CONCRETE AND/OR ASPHALT EDGES. z i 4. CONCRETE PAVING JOINTS SHALL BE CONSTRUCTED AS RECOMMENDED IN THE GEOTECHNICAL REPORT NOTED BELOW. U� z 2 5. SITE PAVING AND PAVEMENT SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT NO. MS153490R3 PREPARED BY EWI C5 O ui a- AND DATED FEBRUARY, 2016 CD SHI I C5 C- CIO coo -- - i d ° TROPHY CLUB W CREW "BOB DAME Medlin MEg00� S - ° / I I // OFR�NSc� Cemetery ° Jg Course a o 9 \P ��dycY SEMINOLE U °d \ / 114 �� G°� �pp� r FRESN MEADOII mw z N vQ N �� INVERNESS a XI W � Y Q BGE, Inc. WESTLAKE INVERNE � 2595 Dallas Parkway, Suite 204 " IT" �0 Frisco, TX 75034 A / \ V/ Tel: 972-464-4800 a www.bgeinc.com BLOCK 0 TBPE Registration No. F-1046 10 X 10 K�"C Contact: Jason Frey L 0 T 1 R 114 Tel: 972-464-4821 & Copyright 2017 d / 6' LIGHT — a SOLANA ESMT & r / D.B. 0�0� DOVE ROAD OAS \ l� BLOCK P Q ,T ° ,J \ �Oa W ° , \ \ \ LOT 1 �,<�� N ° VICINITY MAP / ° d ° \ \ �/� d o 6' LIGHT (NOT TO SCALE) DEVELOPER VJ /�/ � ° ° \ \ \ / J a J \ \ ESMT & 10' X 20' CENTURION AMERICAN a D.B. TR/. COUNTY d ELEC. ESMT 1800 Valley View Lane, Suite 300 T I Farmers Branch, TX 75234 Contact: Michael Beaty OVERALL LEGEND Te1: 214-287-9009 O °� FH d ° �� J ° d ° ° d ° PROPOSED FIRE HYDRANT a a ' MOORELAND ° ° p SSMH PROPOSED SANITARY Engineering • Development • Construction A a d S ° d ° d MANHOLE d ° ° °° ' ° � ° d'4 PROPOSED STORM INLET / °/ / / _ _ 0-0 PROPOSED STREET LIGHT U) EXISTING TRANSFORMER d w X 20' PUBLIC ACCESS /l BLOCK N 0 LU r LS PROPOSED LANDSCAPE Q H & UTILITY ESMT. / / d, �, II � - / LOT 1 3' LIGHT _ ° 5 1° 2° 0—o EXISTING STREET LIGHT 7 �/ ° 10 , 998 SF ESMT / © EXISTING GAS METER U Z R ETA L F F E = 671 . 55 ) MOD/F/ED) — SCALE: 1" = 1°' E z a- � z U) ° I ❑ EXISTING ELECTRIC MANHOLE ' ` W � v LLI ° d GARAGE FFE = 6 61 . 55 ' 10' X 10 I EXISTING SIGN CU — v Q a WE � I �I � O � O Q � EXISTING FIRE HYDRANT J W � ti , 15' D.E. =� N z J L1J 10' ELEC 15'(TO BE U m � cY a /l ESMT ABANDONED) \ I z lift Q O LU W 5 Q / _, / ° o z J O co I W o lao w LU ° o J o L1_ T 15' TCMUD l a ILL O z / WA TER ESMT / - a 4 a o o a a — _ ° �. 0 M d / W I..L U Q O ° �� / a 7l I 6' LIGHT �� ESMT & D.B. VARIABLE o, I ai / ,a a BLOCK IVI THESE PLANS ARE ISSUED FOR / ° (TO BE MOD/FIED� I O THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED / o �2• FOR CONSTRUCTION. 6 d , LOT 1 WHEN ISSUED IN ° ° REMOVE THE EXISTING 54 L.F. EXIST/NG CURB NOTES: FINAL FORM THEY WILL BE / INSTALL LONGITUDINAL BUTT JOINT \ 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS SEALED, SIGNED AND DATED. a./ / \ \ \ \ / EXISTING FOR THIS PLAN SET REMOVE THE EXISTING 88LF EXISTING CURB \ l ° 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS N / ° INSTALL LONGITUDINAL BUTT JOINT I I OTHERWISE NOTED RESPONSIBLE ENGINEER: / 10' ELEC \ - �� BGE, INC. / \ ESMT a TEXAS REGISTERED ENGINEERING ° \ FIRM F-1046 BM1 - "❑" Cut found on top of curb at the south median nose approximately JASON A. FREY, P.E. 691 feet southeast of the intersection of Solana Blvd. and Davis Blvd. TEXAS REGISTRATION NO. 88485 // 10' X 10' — — — — — — — —I 15' a Elev. 668.963' OCTOBER 23, 2019 W.E. BM2 - "❑" Cut found on top of curb in the west turn lane median at the ! ! C A U TI 0 N i /� intersection of Davis Blvd. and Hwy 114 approximately 38 feet west of the Contractor to verify exact locatior, �3 centerline of Davis Blvd. and 8 feet southwest of traffic signal pole on y Depth of Exist Facilities Prior <c,. / / N southwest corner of intersection. any Construction Activities ° ° / WALL MAINTENANCE / / o� Elev. 667.93' / ESMT. "UU72N STBM1 - "❑" Cut in median nose located N 700 feet southeast of intersection of Davis y BLOCK N / Blvd. and Dove Road. Elev. 668.96 4, \ LOT 2 / TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. REVISIONS /'aElev. 679.58 REV NO. DATE DESCRIPTION CD 25 M Y / / \ / \ / PAVEMENT LEGEND / / \ / (SEE GEOTECHNICAL REPORT) / CONCRETE PAVERS ABOVE 3/4" OF SAND AND 5.5" 3,600 PSI CONCRETE W/ #3 in / BARS ON 18" O.C.E.W. ON 6" OF DRAWN BY: 0 \ / LIME/CEMENT TREATED STABILIZED Ldi BLOCK N SUBGRAPAVERS DE.TYPEE AND LOCATIONS FOR CHECKED BY: LOT 3 U / / / d CONCRETE BAND 3,600 PSI CONCRETE W/ DATE: / #4 BARS ON 18 O.C.E.W. ON 8 OF LIME/ ° I CEMENT TREATED STAB SUBGRADE. SEE PROJECT NUMBER: 0 I ARCH. PLANS FOR FINISH AND LOCATION. / SEE CONCRETE BAND DETAIL SHEET 37 / Sheet No. O in Of SIDEWALK 4" 3,500 PSIPOSED PAVVEMENT W/ #3 BARS ® 24" O.C.E W.0 PAVING PLAN w 0 Z C6 Uco Z a2 0 Li.i � CL (D< SHEET CIS OF CIO ma TROPHY CLUB o o x�F CRE�'� �� G�"� E5 BOB JAMES Medlin MEg00� eER�5�5�� CemeGteJg Golf Course SVN TROPHY 2 Fq/W SEMINOLE _ - �' w v 0 IV 114 9 Go� �tiCr FRESH MEADOII ma z N INVERNESS a- x I W Z 0i s I BGE, Inc. WESTLAKE INVERNE 2595 Dallas Parkway, Suite 204 / I �, p Frisco, TX 75034 pO SA1 TE N (n Tel: 972-464-4800 • www.bgeinc.com BLOCK 0 / KINg TBPE Registration No. F-1046 10' X 10' �°� / Contact: Jason Frey W.E LOT 1 R / / / / �� / / 0 114 Tel: 972-464-48 Copyright 2017 - /6' LIGHT � / ,, � a SOLANq ESMT & r D.B. DOVE ROAD S, ° ° / / B LO&K P / o � TF � ' LET Am a / Z // / / N - - VICINITY MAP CE ° ° d \/'�� 6' LIGHT / / / / / / (NOT TO SCALE) � ESMT & / 10' x 20' DEVELOPER CENTURION AMERICAN A J D.B. / TR/. COUNTY / / / 1800 Valle View Lane Suite 300 ELEC. ESMT y ' �U, Farmers Branch, TX 75234 `O / / �� U� `O Contact: Michael Beaty EX3 Tel: 214-287-9009 �d ' 1 .30 12.75 ° MOORELAND Engin"ring Development - Construction A/ U) LLI X 20' PUBLIC ACCESS I I �I Ur 0 LU & UTILITY ESMT. / /l I BLOCK N II < - \ Q Q >: L T 1 � 3' ESMT - \ _ U Z \ Horizontal Scale. 1' - 10'4(J I (TO BE - \ \ \ Z < Z (n O / l / MODIFIED) I _ W U Al j 10' X 10' 1 I \ U - (.) Z WE. �' j \ - O 2 O W Q < 0.28 2.28 I Z J W J Cp � I 15 D.E. M 10' EL EC r (TO BE I U m Uj W c� � ESMT R ABANDONED) I I I \ O / / 1 I \ \ Lu / / / d ° / I I �z ELEC I o Q r J Z Q // ESMTco CL l \ Q O LLJ � / W LU - IL N D U / �/ ° 15' TCMUD \ \ � _ _ U v o � /// / //� WATER ESM T O � � N IO \ -f _ \ 6 U O / / J ° - I I 6' LIGHT \ S9 ESMT & D.B. \ \ a / / ° / y \ \ \ THESE PLANS ARE ISSUED FOR / / /J EX1 I \ THE I / VARIABLE B LOCK M REVIEW AND SARE FNOT INTENDED / / > S.S.E. EX2 I� \ \ FOR CONSTRUCTION. / TO BE MODIFIED LOT 1 \ \ 0.80 7.71 ( ) 0.31 3.12 \ / ' \ \ FINAL WFORM I THEY WILL BE � I I / SEALED, SIGNED AND DATED. 10 ELEC ESMT \ RESPONSIBLE ENGINEER: / , 1 7 \ \ BGE, INC. / / ( \ / / \ TEXAS REGISTERED ENGINEERING d/ / �� I I I \ NOTES: FIRM F-1046 \ \ 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS JASON A. FREY, P.E. / 44 I \, \ / 66T EXISTING FOR THIS PLAN SET TEXAS REGISTRATION NO. 88485 / // 10' X 10' L - - - - J$' I \ OCTOBER 23, 2019 C / / 0 d a i ° / /�/ WE D.E. I I \ \ BM1 - "❑" Cut found on top of curb at the south median nose approximately !!CAUTION \ 691 feet southeast of the intersection of Solana Blvd. and Davis Blvd. Contractor to Verify exact location Elev. 668.963' & Depth of Exist Facilities Prior to �� / any Construction Activities 01 o I WALL MAINTENANCE I / / \ BM2 - "❑" Cut found on to of curb in the west turn lane median at the � � / I � ESMT. \ p CAUTION ! i o / / intersection of Davis Blvd. and Hwy 114 approximately 38 feet west of the CONTACT: 1-800-DIG-TESS >\ B 0 C K N / centerline of Davis Blvd. and 8 feet southwest of traffic signal pole on 48 HOURS PRIOR TO CONSTRUCTION / \ / southwest comer of intersection. / \ // \\ \\ \ LOT 2 I / Elev. 667.93' REVISIONS Cn TBM1 - "❑" Cut in median nose located N 700 feet southeast of intersection of Davis REV NO. DATE DESCRIPTION Blvd. and Dove Road. Elev. 668.96 TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. Z Elev. 679.58 O O m LEGEND I N DRAINAGE AREA BOUNDARY DRAWN BY: w - - 650 - EXISTING CONTOUR LINE CHECKED BY: i o Table 1: Drainage Areas N Area Area Area Coeff Time of 5 YR 5 YR 10 YR 10 YR 25 YR 25 YR 50 YR 50 YR 100 YR 100 YR 650 PROPOSED CONTOUR LINE DATE: i Designation (sq ft) (Acres) C Asphalt/Conc. Commercial Single Family Grass Concentration Intensity FLOW Intensity FLOW Intensity FLOW Intensity FLOW INTENSITY FLOW - - PROPOSED STORM SEWER $ 0.95 0.70 0.65 0.35 Tc (in/hr) (CFS) (in/hr� ) (CFS) (in/hr) (CFS) (in/hr) (CFS) (IN/HR) (CFS) PROJECT NUMBER: 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Y Al 12,273 0.28 0.70 0.28 10 6.82 1.4 7.99 1.6 9.20 1.8 10.53 2.1 11.55 2.28 o EXl 34,657 0.80 0.84 0.44 0.35 10 6.82 4.6 7.99 5.3 10.20 2.0 10.53 7.0 11.55 7.71 P3 DRAINAGE AREA NUMBER Sheet No. m EX2 13,341 0.31 0.88 0.22 0.08 1 10 1 6.82 1.8 7.99 2.2 11.20 2.2 10.53 2.9 11.55 3.12 EX3 56,764 1.30 0.85 0.94 0.24 0.12 10 6.82 1.8 7.99 2.2 11.20 2.2 10.53 2.9 11.55 12.75 3.51 32.5 100-YR RUNOFF IN C.F.S. PROPOSED DRAINAGE AREA IN ACRES DRAINAGE AREA Z ♦ DRAINAGE FLOW DIRECTION M A P d 0) � STORM DRAIN INLET C7 _2 0 Li.i � CD SHEET C7 OF C10 coo . TROPHY CLUB W N\/ / / / / / / // / ' � CREC,� c)BOB JAMES i \ / / // I / / / �,J Cemetery I Golf in MEg00 �2 w Course � o EAlgy SEMINOLE _ LU = o NFRE��MEADOwRNESS mw z IN W a- x Y BGE, Inc. ° WESTLAKE INVERNE 2595 Dallas Parkway, Suite 204 // / 66S \ — i p Frisco, TX 75034 9 / / / / T� Tel: 972-464-4800 • www.bgeinc.com // BLOCK 0 ! \ / / K,N� TBPE Registration No. F-1046 10' X 10' Contact: Jason Frey / LOT 1 R / �� 0 114 Tel: 972-464-48 ° WE Copyright 2017 ° N 6' LIGHT — / a SOLANA ESMT & / / \ D.B. DOVE ROAD OAS ° ° / B L0�K P / _ `9TF L O T I CENTURION _ l AN VICINITY MAP � 6 LIGHT � / � / � � � (NOT TO SCALE) ESMT & / � DEVELOPER 10 X 20, / / CENTURION AMERICAN A °° D.B. / TR/. COUNTY / 1800 Valley View Lane, Suite 300 / / I ELEC. ESMT �� Farmers Branch, TX 75234 `4 Contact: Michael Beaty /O / / �� Tel: 214-287-9009 MOORELAND ° ° / ° ,� ° Engln"rinq . Davelopment • Construction °° ° /° \ g a 9 J Al 20' PUBLIC ACCESS / l \ I — 0 5 10 20 w & UTILITY ESMT. / BLOCK N \ II ) I I_ _ c� Q LOT 1 / - N > ° 3 ESMT — I � \ \ SCALE. 1 — 10 � � L.L z 10 998 SF i \ \ (TO BE ~ o RETAIL F F E = 671 . 55 ) MODIFIED) I z � z W U ° ° , , \ I \ U LLIW 6� GARAGE FFE = 6 61 . 55 10 X 1WOE .� 1 I \ U v a 15 D.E. � I LLfA CH EX/STING z J M�M Uj ~ < / / l ° I l 10' ELEC (TO BE .; c �s1.59 I � Q � w W � � � / I l ABANDONED) r U ., O ESMT R I I rc 661.95 A GEz / / a E A TIONA GA R661.55 l / W Q z / ° ° / I EL EC MA TCH GARAGE~ oa � I \ J _ Q / / / ESM T TC 665.81 z MA TCH a O W // // / '° I l ELEt/AT/ON 661.55ARAGE a of �, \ �\ Q J rn 00 E / / / ELEVA T/ON 661.55 \ z w O v/ w n / / o MA TCH GARAGE 'J a I \ 6S8 O J W N / ° ° l ELEVA 77ON 661.55 o \ _ LL 15 TCMU0 \ a o A / WA TER ESMT l a a o - a° _ op ° TC 662.2 \ V O C14ri / / a ° TC 665.45 —a�co \ \ z z 04 / / / o / —1GIA TCH EXIST/ I M TCH EXISTING \ \ U j o / / / �� / a— — — a a a a ` MA TCH EXIST/ T�661. 0 \ 6S U O / a TC 662.42 6 LIGHT \ 9 3. / TC 670.52 a a / a i � I� M47CH EXISTING l a \ i � ESMT & D.B. \ \ c o a o / MA TCH EX/S NG MATCH EX/STING / , TP 664.00 TP 662.95 \ \ \ THESE PLANS ARE ISSUED FOR \ THE PURPOSE OF PRELIMINARY MATCH 31 STING REVIEW AND ARE NOT INTENDED 20LF-F 1 XIST/NG \� a ° VARIABLE IMAB L 0�K M ° RB AND A NCH PINT /\ ' TC 664.31 TCH EXISTING / S.S.E. 662.17 A \ FOR CONSTRUCTION. TO BE MODIFIED) \ / �� LOT 1 WHEN ISSUED IN \ SEINAL ALED FORMSIGNEDEY AND WILL BE �c ° / / � ° TP 670. EX/ST/N TP 669.26 \ / TC 662.5J \ TCH EXIST/NG RESPONSIBLE ENGINEER: / / I ELEC \ - �, \ BGE, INC. 10' /� ESMT/ / ( \ / \ TEXAS REGISTERED ENGINEERING I I \ FIRM F-1046 r / ❑ \ \ JASON A. FREY, P.E. N / ° ~ / o/ TEXAS REGISTRATION NO. 88485 i L _ / / /� 10' X 10' _ _ ��- — — 15' OCTOBER 23, 2019 / ° ° / �� WE D.E. �l ! i CAUTION / A°A / / C � / TC 662.91 Contractor to Verify exact location 00 I / & Depth of Exist Facilities Prior to co ° / MA TCH EXIST NOTEALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS any Construction Activities ° \ \ /�\ � I � WALL MAINTENANCE I lrc ss2.ss � � , ESMT. / EXISTING FOR THIS PLAN SET. CAUTION ... o ° / \ > \ \, CONTACT: 1-800—DIG—TESS / / \ / �\ L— ` �\ ` \ B LrO C K N / / 48 HOURS PRIOR TO CONSTRUCTION ALL SPOTS TOP OF PAVEMENT UNLESS OTHERWISE NOTED. SOT 2 / \ \ TBM1 — "❑" Cut in median nose located N 700 feet southeast of intersection of Davis REVISIONS Cn Blvd. and Dove Road. Elev. 668.96 REV NO. DATE DESCRIPTION CD 25 / / � \\ \\ \\� 1 / \ ° / / I / \ \ \\ \ \ \ \ / \ TBM2 — "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. 48 Elev. 679.58 Q0 \ \\ \\ \ TBM3 — "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. CoI I / I ` \\ \ \ 1 / Elev. 683.26 / / / \ \ \ \\ / I / / TBM4 — "❑" Cut in median nose located -600 feet east of intersection of Davis Blvd. / and Dove Road. Elev. 648.47 DRAWN BY: 0 Ld BLOCK N \ \ \\ I I / e99 CHECKED BY: N � _ — — — — / LOT 3 DATE: 1 1 I I l r LEGEND QC' I, I I I 66.' FH PROJECT NUMBER: Y -♦-- PROPOSED FIRE HYDRANT Sheet No. 0 SSMH PROPOSED SANITARY • MANHOLE GRADING PLAN w PROPOSED STORM INLET 650 — — EXISTING CONTOUR LINE "V, Z 650 PROPOSED CONTOUR LINE U Z-2� C8 0 Li.i � CD SHEET C8 OF C10 coo . TROPHY CLUB o o CRE'��GF'c E5 BOB JAMES Medlin MEAOp Cemetery Golf Jg Course a o FAQ SEMINOLE c 2 R-4 I J= i o U cf) 114 ��9 Go� 0- MEAD mw z N Q INVERNESS a x Y Q ' mom / G i s BGE, Inc. WESTLAKE INVERNE 2595 Dallas Parkway, Suite 204 p Frisco, TX 75034"' I T EC C19 Tel: 972-464-4800 • www.bgeinc.com TBPE Registration No. F-1046 Contact: Jason Frey 114 Tel: 972-464-4821 / B� \ N e� Copyright 2017 / l� SS 10' X 10' SS a SOLANA WE LOT 1 R SS �r g<� DOVE ROAD C'iJ, � �9 0 6' LIGHT �� g � TF / ESMT & ooa 0 C D.B. \ BLOCK P VICINITY MAP J / a LOT 1 (NOT TO SCALE) DEVELOPER CENTURION AMERICAN / ° \ 1800 Valley View Lane, Suite 300 6 LIGHT Farmers Branch, TX 75234 / a D.B T & 10' X 20' Contact: Michael Beaty TRI. COUNTY Tel: 214-287-9009 ELEC. ESMT C MOORELAND EX 8" SSWR SERV C Engin"rinq • Development • Construction FL = 659.00 ° ° (? C - / EX 8" WA TER SERV4 17 ° ° ° X W CONNECT TO EX W� W Q DUCT BANK SERVICE n W W Q Q ~ SS I 5 10 20 20' PUBLIC ACCESS / / / S SS U z Z & UTILITY ESMT. / / BLOCK N SS SS SCALE: 1" = 10' 0 / LOT 1 � Ss � Z � � Z U 3 ESMT — - _ � � W / 10 998 SF / U) — _ U W z \ ro BE U / / l — ' � MODIFIED I U 2 O Q �/ RETAIL FFE — 671 . 55 REMOVE 6 Lf of z 0 J W CO 0� \ ° — ' 10' X 10' — EX 18" RCP STORM GARAGE FFE — 661 . 55 °0 m a TO BACK OF CURB LEGEND — O W.E. AND CAP W, •. W a ° INSTALL: I SEE MEP PLANS 1— 7—10 TRIPLE GRA TE INLET ' 10' ELEC 15 D.E/ � FOR CONTINUATION FH W � Q � Z Q (TO BE ABANDONED. PROPOSED FIRE HYDRANT J J CONNECT TO EXISTING INLET I FL 18 = 658.05 Q O ^ W ESMT J V J m � ELEC SSMH PROPOSED SANITARY Z w O W ESMT � MANHOLE � W N / / \ PROPOSED STORM INLET ~ JILL s ° I O N FDC PROPOSED FIRE DEPARTMENT CHECK z z 15' TCMUD © PROPOSED DUCT BANK PULL BOX U Q O 0 WA TER ESMT/ / ° / / — SS mo PROPOSED WATER LINE SS 6' LIGHT PROPOSED SANITARY SEWER THESE PLANS ARE ISSUED FOR tf Di / / ° �° / THE PURPOSE OF PRELIMINARY / SS ESMT & D.B. REVIEW AND ARE NOT INTENDED Y / ° ° / / SS M z I PROPOSED SINGLE CONDUIT DUCT BANK FOR CONSTRUCTION. SSUED IN i SS VARIABLE —M EX 6" SSWR I \ BLOCK M PROPOSED STORM SEWER FINAL WFORM HEN I THEY WILL BE °/ / _ CONNECT TO EX SEALED, SIGNED AND DATED. / M (TO BE EX 6" FIRE SER VICE FL 6" = 653.64 L 0 T 1 -- °' CONNECT TO EX N / MODIFIED) / \ RESPONSIBLE ENGINEER: BGE, INC. EX 2" DOMESTIC SERVICE \ INSTALL: / TEXAS REGISTERED ENGINEERING N / F/RE DEPARTMENT CONNECTION FIRM I FFREY6 CONNECT TO EX JASON A. P.E. N J \ \ N TEXAS REGISTRATION NO. 88485 ° / 10 ELEC n J / o OCTOBER 23, 2019 � ESMT / �� / FIRE COVERAGE ! CAUTION v� RESIDENTIAL RADIUS=250' Contractor to Verify exact location / / 10' X 10' 15' \ co & Depth of Exist Facilities Prior to ° CZ` W E D.E. , / any Construction Activities o CAUTION CONTACT: 1-800-DIG-TESS 48 HOURS PRIOR TO CONSTRUCTION M C� I WALL MAINTENANCE ESMT. _ �y� REVISIONS Cn BLOCK I V - / REV NO.1 DATE DESCRIPTION X / LOT 2 48 \ / O NOTE: ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS EXISTING FOR THIS PLAN SET to V \ / DRAWN BY: 0ff CHECKED BY: wi / TBM1 - "❑" Cut in median nose located N 700 feet southeast of intersection of Davis / Blvd. and Dove Road. Elev. 668.96 DATE: i BLOCK N / TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. 0 LOT Elev. 679.58 PROJECT NUMBER: o 3 ♦ TBM3 - °❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. 0 Elev. 683.26 Sheet N O. Co 0 `n WATER STORM Of n J TBM4 - "❑" Cut in median nose located -600 feet east of intersection of Davis Blvd. and Dove Road. Elev. 648.47 w DUCTBANK & 0 SEWER PLAN Z C9 UU) Z a2 0 Li.i � CL (D< SHEET C9 OF CIO ma TROPHY CLUB o o t CRE �� G�� L)BOB JAMES Medlin MEA00� Cemetery Golf Z w OER� SEA G\J� Course < o - Sv� TROPHY '2 FAIlayq SEMINOLE Vl((gcY Jx = o °° / \` // / F� °° TQOO F FRESHA4EAD0N ma o n 114 o ti _ LLJ m� i JJ ERNESS a w X I � Q z BGE, Inc. s WESTLAKE l INVERNE l_ 2595 Dallas Parkway, Suite 204 / \\ — SITEN p Frisco, T: 75034 / Cf) Tel: 972 464 4800 www.bgeinc.com �� / / \ \ / / / TBPE Registration No. F-1046 ° BLOCK 0 KING // ° // Contact: Jason Frey ° L O T 1 R / / 0 114 Tel: 972-464-4821 & Copyright 2017 SOLANA DOVE ROAD INSTALL STABILIZED / / // 0 / / _ _ / CONSTRUCTION _ / / / / VICINITY MAP ENTRANCE ° (NOT TO SCALE) DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 Contact: Michael Beaty � OVERALL LEGEND Te1: 214-287-9009 FURNISH & INSTALL: 0� _381 LF OF FH / 7�� / 4- PROPOSED FIRE HYDRANT SILT FENCING MOORELAND SSMH PROPOSED SANITARY Englne+rmq . psvelopment • Construction MANHOLE ° ° � ' \ PROPOSED STORM INLET INSTALL STONE Al °OVERFLOW STRUCTURE PROPOSED STREET LIGHT \ I — � �� < Q 0 10 20 40 EXISTING TRANSFORMER w X LS PROPOSED LANDSCAPE CD I— // BLOCK N SCALE: 1" = 20' EXISTING STREET LIGHT > LOT 1 © EXISTING GAS METER U Z \ Z z (n0 1 0 , 9 9 8 SC 9 I I ❑E EXISTING ELECTRIC MANHOLE w 0 ° \ �e F--- 0 W 0� R ETA L F F E = 6 71 . 5 5 .a I I \ EXISTING SIGN U — U Z 1 I \ FH 2 O Q Q GARAGE FEE = 661 . 55 I I — EXISTING FIRE HYDRANT O J W (0 � I I I Z J UJ Q I— r ' w / // / I _ \ r __ 1 W w LU 0 N / / ° ° � / T �' I I \ '� N*,~ft g J 3: Imo!ab Rir FibLL N / I v � O T o Z A Z 3 I LLJ J / / �� / I I I \ \ \ PROFILEIb ► THESE PLANS ARE ISSUED FOR �I ' / ° // / \ B L0 K M REVIEWTHE UANDSAROEFNOT INTNARY ENDED J / / LOT 1 v FOR CONSTRUCTION. c / / / / \ / \ � • W IS FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. / \ \ \ I *Odom b I le6w N / ,' / /\ I \ \ \ — RESPONSIBLE ENGINEER: a / / / / / I I I\ \ �T • I BGE, INC. TEXAS REGISTERED ENGINEERING / / ' / / / \/I I �I — • FIRM F-1046 JASON A. FREY, P.E. / / • • TEXAS REGISTRATION NO. 88485 L- = 66_- OCTOBER 23, 2019 N / • 0- 1 1 I ,, / / LON 11 C A U TI O N Contractor to Verify exact location l I / PLAN VIEW & Depth of Exist Facilities Prior to 9 any Construction Activities STABILIZED CONSTRUCTION ENTRANCE CAUTION CONTACT: 1-800-DIG-TESS / / \ �\ l— / \ ` 0 K 48 HOURS PRIOR TO CONSTRUCTION 01 � �\ � � �\\ / \ � \\ \\ \ / TOP VIEW /° 1 / \ /ice \\ \\ \ L�OT2 EVISION S 1 \ / \ \ \ ANY LENGTH PLUS 12' TO SEAL ENDS R � / / ^/ I / / / / / � \ \ \ / � REV N0. DATE DESCRIPTION 25 o/ \ 71 J Z Y I O _O m N �� NOTE: STONE OVERFLOW STRUCTURES OR Silt Fence General Notes Erosion Control Mat Notes 0 � OTHER OUTLET CONTROL DEVICES SHALL BE 1. Steel posts which support the silt fence shall be 1. Erosion control mats shall be in compliance with a INSTALLED AT ALL LOW POINTS ALONG THE installed on a slight angle toward the anticipated NCTCOG Best Management Practices. Erosion 1 �� FENCE AT A MINIMUM OF EVERY 300 FEET. runoff source. Post must be embedded a control mats may be used in place of, or in n1 minimum of one foot addition to silt fence for sheet flow filtering 8• .--. DRAWN BY: 0 2. The toe of the silt fence shall be trenched—in applications. _T 0 5' with spade or mechanical trencher, so that the 2. Mats shall be installed and anchored securely to 4• 1V • ,�� BLOCK N MIN down slope face of the trench is flat and the ground in compliance with the J- w1 8 \ EA. sloE $, perpendicular to the line of flow. Where silt manufacturer's recommendations. 4• CHECKED BY: W1 �0 f�� FLIM FAT WIFAIAL SF�I RY MAk fence cannot be trenched-in (e.g. pavement or 3. The width requirement of the erosion control �^• to LOT 3 FA��®� �� N rock surface), weight fabric flap with rock on mats shall be comparable to the width of the WE�� SILT FENCE uphill side to prevent flow from seeping under disturbed surface to be filtered. The minimum DATE: g�P06T 1 fence. width shall be 10 feet for Single Family lots and 0 �2 N 3. The trench must be a minimum of 6 inches 20 feet for Commercial applications, unless SIDE VIEW END VIEW o APPI�AhIY f OF FLAB deep and 6 inches wide to allow for the silt otherwise approved from the Storm Water Utility c3 FAB NAMKMLOTSM fence fabric to be laid in the ground and Manager. NOTES: PROJECT NUMBER: NIO A TNBIpI AND E AIIIIII D backfilled with compacted material. 4.The width of erosion control mats can be 1. S7RUCTUIll 4' GALVAN= NOG PANEL FRAME. �Flit MONK WIN OOP1111=BALM IIATBK 4. Silt fence should be securely fastened to each reduced when used in conjunction with silt fence 2. FABRIC` OW On WOVEN MONOFLINI T o IRS II YA�1K L I steel support post or to woven wire which in and block sod vegetative buffer strips. In no n E ATIll TO A 0-Blpl RON OF turn is attached to the steel fence post. There applications will erosion control mats be less FABRIC SECURED WITH d' G.N's EVERY 8 NCHES. Sheet I V O. o MAIL)IESII EIE NNlpl HAS 6" MIN. TOP CH BIDE p & GRAVEL BAGS: UV PR07ECM FN.L WITH GRAVEL OR ON Si7E DIRT. N �F�E®W O im � T FLOW/' OF SILT FENCE shall bena 3ofoot lcemeet securely fastened than 4 feet wide. 4, (TRAVEL BAG PLANT ENK 7W AM CEN7ER. 5. Accumulated silt shall be removed when it EROSION CONTROL I AFMNONIATE 4W 1 1/2" FILTER STONE \ //\\ reaches a depth 1'. The silt shall be disposed of ADVANTAGES: TNBIpI \/ 12" at on approved site and in such a manner as A EASE OF NSTALLATION PLAN �' j\\\\\\\ to not contribute to additional siltation. 6. Silt fence shall be removed when the site is B EASE OF MANIENANCE \� completely stabilized. C HNGED AT TOP AND BOTTOM 70 FIT MOST CURBS 0 7. Rock filter dams shall be used at concentrated D CAN BE REUSED Z high flow discharge areas in lieu of silt fence. NLLi I N STALLI N G A FILTER LTER FABRIC SILT FENCE C10 z S LT FENCE STONE OVERFLOW STRUCTURE HEAVY DUTY CURB INLET PROTECTOR 0 SHEET C10 OF CIO CO Cy i TROPHY CLUB W / J ��O J CREW �� G� BOB JAMES Medlin MEg00� Cemetery ° ° / / I // O�R�NSF-� Jg Course a o SEMINOLE J= T= o U 114 GoyO p� r FRESH MEAD OII mw z N q a �G N �� INVERNESS ' I W c_ < BGE, Inc. WESTLAKE INVERNE 2595 Dallas Parkway, Suite 204 °° ' IT p Frisco, TX 75034 / Tel: 972-464-4800 • www.bgeinc.com / BLOCK 0 Cn EXISTING STREET K�Nc TBPE Registration No. F-1046 / / Contact: Jason Frey LOT 1 R 114 Tel: 972-464-4821 J Copyright 2017 0 5 10 20 N 0 a SOLANA 6. EXISTILIGHTNG TREET SCALE: 1" = 10'th T_ / \ / DOVE ROAD O�� A BLOCK P LOT 1 .`� VICINITY MAP CENTURION AMFERICAN �/� (NOT TO SCALE) DEVELOPER VJ o CENTURION AMERICAN 1800 Valley View Lane, Suite 300 / / I Farmers Branch, TX 75234 LEGEND Contact: Michael Beaty Te1: 214-287-9009 OiV4 PROPOSED LIGHT POLE° MOORELAND PROPOSED TYPE A GROUND Engin"rinq . Davelopment • Construction BOX WITH APRON / °/ -- - — — PROPOSED CONDUIT (n TRANSFORMER (POWER LLI 0 w SOURCE) (D EXISTING STREET Q > ° LIGHT BLOCK N U z z LOT 1 — SERVICE METER Q O 10 998 SF , z 0- � z W _ - I U � LU � z RETAIL F F E 671 . 55 �' I ILLUMINATED AREA (PHOTOMETRICS) O O Q < a P ALL AREAS OUTSIDE OF SHAPES ARE 0 ° / GARAGE FIFE 661 . 55 ) I FOOTCANDLES, THE INNER SHAPE IS AT LEAST Z J w MJM ti C4 Q 0.2 FOOT—CANDLES AND THE OUTER RING IS U 0- W cY 0.1 FOOT—CANDLES. 0 z Ld Q O N / / W Q � J ZQ / / / / I Z J (f) 00 U) / / / / I NOTES: O w O w W °° 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS — J / / EXISTING FOR THIS PLAN SET — IL o // / I 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS W O / — — _ _ OTHERWISE NOTED Q z K / / _ _ — I I 3. EXTERIOR ARCHITECTURAL LIGHTING PER THE DESIGN Z i _ U o / / / / — — — — — — — � GUIDELINES. o / _ — / / ° / — / I BM1 — "❑" Cut found on top of curb at the south median nose approximately 691 feet southeast of the intersection of Solana Blvd. and Davis Blvd. Z z / / / Elev. 668.963' / / ° / I THESE PLANS ARE ISSUED FOR J M BLOCK THE PURPOSE OF PRELIMINARY BM2 — "❑" Cut found on top of curb in the west turn lane median at the REVIEW AND ARE NOT INTENDED z intersection of Davis Blvd. and Hwy 114 approximately 38 feet west of the FOR CONSTRUCTION. LOT 1 centerline of Davis Blvd. and 8 feet southwest of traffic signal pole on WHEN ISSUED IN southwest corner of intersection. FINAL FORM THEY WILL BE Elev. 667.93' SEALED, SIGNED AND DATED. TBM1 — "❑" Cut in median nose located — 700 feet southeast of intersection of Davis RESPONSIBLE ENGINEER: 7 Blvd. and Dove Road. Elev. 668.96 BGE, INC. TEXAS REGISTERED ENGINEERING " FIRM F-1046 TBM2 - ❑ Cut in median nose at intersection of Davis Blvd. and Bull Way. JASON A. FREY, P.E. Elev. 679.58 TEXAS REGISTRATION NO. 88485 E3 / / / _ _ _ _ OCTOBER 23, 2019 C ! i CAUTION Contractor to Verify exact location o & Depth of Exist Facilities Prior to c ° / �� / any Construction Activities o ° / I / CAUTION / CONTACT: 1-800—DIG—TESS / / �� \ `\ BLOCK N 48 HOURS PRIOR TO CONSTRUCTION I °JLOT 2 / REVISIONS REV NO. DATE DESCRIPTION M 0 0 m 0 o �/ a \ / DRAWN BY: o Uj BLOCK N / CHECKED BY: 0 LOT 3 / 1 / DATE: �; O I PROJECT NUMBER: o o Sheet No. O N STREET LIGHTING w PLAN 0 Z Uco Z ai 0 CD SHEET C11 OF C10 coo . STUDI D E S I G N G R O UP Studio 13 Design Group,PLLC. 386 W.Main Street Lewisville,Texas 75057 469-635-1900 TBAE Firm#BR643 LANDSCAPE LEGEND APR R� LU cNh 1971 1 LIVE OAK / aUERCUS VIRGINIANA TF 1 LO (3" CALIPER, 10' HEIGHT) O � LE 5 LAGEBARK ELM / ULMUS PARV I FOL I A October 5, 201 a / (5" CALIPER, IO' HEIGHT) / NORTH 3 EXAS REDBUD / CERC 15 CANADEN515 'TEXENSI S' Q / / r\ a o o (2" CALIPER, 6' HEIGHT)/ 10 5 O 10 ai rn / — �, 5 P055UMHAN HOLLY / ILEX DEG I DUA C14 / / J / — ---- \ (2" CALIPER, 6' HEIGHT) Bar is one inch on original 00 / / / — drawing. If not one inch on this o / -- sheet, adjust scale as necessary. COMMON BERMUDA / / — — RAISED PLANTERS X 3 I TAL I AN CYPRESS / CUPRESSUS SEMPERV I RENS I I SOLID SOD 30 GALLON 8 HEIGHT O ( ) 0 TYP / / I TYP One Inch o L� L / o o 2 AGAVE / AGAVE ATTENUATA / ' a (30 GALLON, 24" HEIGHT) I I TEXAS SAGE / LEUCOPHYLLUM FRUTESCENS L (7 GALLON, 32" HEIGHT) 2 LITTLE JOHN BOTTLE BRUSH / GALL 15TEMON 'LITTLE JOHN' o (7 GALLON, 36 HEIGHT) 27 TEXAS 50TOL / DASYLIRION TEXANUM U I ' (5 GALLON, 24" HEIGHT) Eli I 6 SOFT LEAF YUCCA / YUCCA RECURV I FOL I A / L / / o (5 GALLON, 24" HEIGHT) ^ � 4" STEEL EDGING / �"' r- 4 o i TYP / 50 GULF MUHLY GRASS / MUHLENBERG I A GAP I LLAR I S 'REGAL MIST' rUi� O F--a (I GALLON, PLANTS SPACED 50" O.G., 12" HEIGHT) M--� ct ct _C�3 65 SIDE OATS DRAMA / BOUTELOUA GURTIPENDUAL ct (I GALLON, PLANTS SPACED 30" O.G., 12" HEIGHT) > / / vdA U) 50 MEXICAN FEATHER GRASS / STIPA TENNU1551MA / (I GALLON, PLANTS SPACED IS" O.G., 10" HEIGHT) �+ R5 o / / _ (50 TRAILING LANTANA / LANTANA MONTEV I DENS 1 S m / __+ _" (I GALLON, PLANTS SPACED 12" O.G., (b" HEIGHT) / / RE3O c� � _ cf 2 CREEPING ROSEMARY / ROSEMARY OFF I G I NAL 1 S 'PROSTRATUS' o / b Cn � o (I GALLON, PLANTS SPACED 12" O.G., 6" HEIGHT) - o w X F — — — 70 SEASONAL COLOR (TBD) � RAISED PATIO (4" POTS AT 5" O.G.) I D v RAISED PLANTERS, 485 COMMON BERMUDA GRASS TYP. SY SOLID SOD oho T - - - - - m — — _ ------------- 0 /o 4" DEPTH RIVER ROCK o 1 ° oo / RAISED PATIO BED, TYP. ti L RA 15ED PLANTERS, v TYP. ' oo N oLL- / L 0 / / I \ (n Q / I I I v rn M o PROJECT o \ 4- 0 BAR006 SHEET E c L1 of I 0 V) L LANDSCAPE NOTESi PLANT LIST STUD I 1. A TREE PERMIT 15 REQUIRED FOR ALL REMOVAL OF ALL TREES, PROTECTED DES I G N G R O U P AND UNPROTECTED. SYMBOL COMMON/BOTANICAL NAME SIZE SPACING QUANTITY REMARKS 2. PLANT MATERIAL SHALL BE MEASURED AND SIZED ACCORDING TO THE LATEST Studio 13 Design Group,PLLC. EDITION OF THE TEXAS NURSERY 4 LANDSCAPE ASSOCIATION (TNLA) LO LIVE OAK / OUERCU5 VIR6 6 INIANA 5" CALIPER AS SHOWN 4 ' MINIMUM SPREAD; MINIMUM 12' HEIGHT; FULL ROUNDED 386 W.Main Street HEAD 6' MINIMUM BRANCHING HEIGHT; NURSERY GROWN, Lewisville,Texas 75057 SPECIFICATIONS, GRADES AND STANDARDS. 469-635-1900 5. ALL PLANT SUBSTITUTIONS ARE SUBJECT TO TOWN OF WESTLAKE APPROVAL AND MUST BE SPECIFIED ON THE APPROVED LANDSCAPE PLAN. LE LACEBARK ELM / ULMUS PARVIFOLIA 5" CALIPER AS SHOWN 5 6' MINIMUM SPREAD; MINIMUM 12' HEIGHT; FULL ROUNDED TB,4EFirm#BR643 4. GROUND COVERS USED IN LIEU OF TURF GRASS MUST PROVIDE COMPLETE HEAD 6 MINIMUM BRANCHING HEIGHT; NURSERY GROWN, COVERAGE WITHIN ONE (1) YEAR OF PLANTING AND MAINTAIN ADEQUATE COVERAGE AS APPROVED BY THE TOWN OF WESTLAKE. RB TEXAS PANSY REDBUD / 2" CALIPER AS SHOWN 5 5' MINIMUM SPREAD; MINIMUM 5' HEIGHT• 2" MIN. CAL.; 5. TREES MUST BE PLANTED FOUR FEET (49 OR GREATER FROM CURBS, CERC I5 CANADEN515 TEXEN515 FULL HEAD NURSERY GROWN SIDEWALKS, UTILITY LINES, 5CREENIN6 WALL5 AND/OR OTHER STRUCTURES. THE TOWN OF WESTLAKE HAS FINAL APPROVAL FOR ALL TREE PLACEMENTS. THESE DOCUMENTS ARE 6. TREE PITS SHALL HAVE ROUGHENED SIDES AND BE TWO TO THREE TIMES PH POSSUMHAW HOLLY / ILEX DECIDUA 2" CALIPER AS SHOWN 5 5' MINIMUM SPREAD; MINIMUM 8' HEIGHT; 2" MIN. GAL.; FOR INTERIM REVIEW W 1 DER THAN THE ROOT BALL OF THE TREE IN ORDER TO FAG I L I TATE HEALTHY FULL HEAD NURSERY GROWN ONLY AND NOT INTENDED ROOT GROWTH. FOR CONSTRUCTION OR 7. TREES SHALL NOT BE PLANTED DEEPER THAN THE BASE OF THE "TRUNK ITALIAN CYPRESS / CUPRESBUS 5EMPERVIRENS CI-10' HT. AS SHOWN 5 5' MINIMUM SPREAD; MINIMUM 9-10' HEIGHT; TREE FORM; BIDDING PURPOSES. FLARE". FULL HEAD NURSERY GROWN 8. THE TREE PIT SHALL BE BAGKF I LLED WITH NATIVE TOPSOIL FREE OF ROCK AND OTHER DEBRIS. AGAVE / AGAVE ATTENUATA 50 6ALLON AS SHOWN 2 FULL PLANTS Submittal 8-16-2019 cf.. BURLAP, TW 1 NE AND WIRE BASKETS SHALL BE LOOSENED AND PULLED BACK FROM THE TRUNK OF TREE AS MUCH AS POSSIBLE. 10. TREES SHALL NOT BE WATERED TO EXCESS THAT RESULTS IN SO 1 L TEXAS SAGE / 'i GALLON AS SHOWN 11 FULL PLANTS SATURATION. IF SOIL BECOMES SATURATED, THE WATERING SCHEDULE SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE AND ABSORPTION OF THE EXCESS LEUGOPHYLLUM FRUTESGENB WATER. LITTLE JOHN BOTTLE BUSH / 7 GALLON AS SHOWN 2 FULL PLANTS 11. A 5 LAYER OF MULCH SHALL BE PROVIDED AROUND THE BASE OF THE PLANTED TREE. THE MULCH SHALL BE PULLED BACK 4" FROM THE TRUNK OF GALLISTEMON "LITTLE JOHN' THE TREE. TEXAS 50TOL / 5 GALLON AS SHOWN 25 FULL PLANTS Q 12. NO PER50N(5) OR ENTITY MAY USE IMPROPER OR MALICIOUS MAINTENANCE OR DABYL I R I ON TEXANUM PRUNING TECHNIQUES WHICH WOULD LIKELY LEAD TO THE DEATH OF THE TREE. IMPROPER OR MALICIOUS TECHNIQUES INCLUDE, BUT ARE NOT LIMITED TO, 5 GALLON 6 FULL PLANTS TOPPING OR OTHER UNSYMMETRICAL TRIMMING OF TREES, TRIMMING TREES SOFT LEAF YUCCA / YUCCA RECURVIFOLIA AS SHOWN cii WITH A BACKHOE, OR USE OF FIRE OR PO 1 SON TO CAUSE THE DEATH OF A °' TREE. GULF MUHLY GRASS / I GALLON 50" O.G. I FULL PLANTS 0 15. ALL BEDS TO HAVE 5" OF COMPOSTED SOIL, LIVING EARTH TECHNOLOGY, OR MUHLENBERGIA CAPILLARI5 'REGAL MIST' Bar is one inch on original APPROVED EQUAL TO A DEPTH OF 5" MINIMUM. drawing. If not one inch on this 14. ALL PLANT BEDS SHALL BE TOP-DRESSED WITH A MINIMUM OF 5 INCHES OF SIDE OATS DRAMA / I GALLON 50" O.G. 67 FULL PLANTS sheet, adjust scale as necessary. 00 HARDWOOD OR OTHER MULCH. BOUTELOUA CURTIPENDUAL 15. TREES OVERHANG I N6 WALKS AND PARKING SHALL HAVE A MINIMUM CLEAR I I � TRUNK HEIGHT OF 7 FEET. TREES OVERHANGING PUBLIC, STREET PAVEMENT FINISH TAPER PLANTING BED DOWN One Inch o DRIVE AISLES AND FIRE LANES SHALL HAVE A MINIMUM CLEAR TRUNK HEIGHT MEXIGAN FEATHER GRASS / STIPA TENNUIBSIMA I GALLON IS" O.G. 48 FULL PLANTS GRADE TO TOP OF EDGING 41 OF 14 FEET. MULCH LAYER AS SPECIFIED a_ 16. A VISIBILITY TR I ANGLE MUST BE PROVIDED AT ALL INTERSECTIONS. SHRUBS TRA I L I N6 LANTANA / I GALLON 121, O.C. 40 FULL PLANTS ARE NOT TO EXCEED 50 INCHES IN HEIGHT. TREES SHALL HAVE A MINIMUM LANTANA MONTEV I DENS I S CLEAR TRUNK HEIGHT OF 7 FEET AT TIME OF PLANTING. �f � STAIN AT TREES PLANTED ON A SLOPE SHALL HAVE THE SOIL STA AT THE AVERAG I GALLON E CREEPING ROSEMARY / 12" PLANTING MIX Z*zt2 FULL PLANTS MAX. I DOWN O.G. � " AS SPECIFIED GRADE OF SLOPE. ROSEMARY OFF I G I NAL 15 'PR05TRATU5' 15. NO SHRUBS SHALL BE PERMITTED WITHIN AREAS LESS THAN 5 FEET IN WIDTH. ALL BEDS LESS THAN 5 FEET IN WIDTH SHALL BE 6RA55, 6ROUNDCOVER OR RIVER ROCK BED 4" DEPTH BENDA BOARD EDGING AS SPECIFIED SQUARE FEET 20 W/ LANDSCAPE FABRIC BARRIER _ SOME TYPE OF FIXED PAVING. 1 STONES SHALL BE 2"-4" DIA. PLASTIC EDGING STAKES @ 3 O O.G. MAX. WITH w 9. THE OWNER, TENANT, AND/OR THEIR AGENTS, IF ANY, SHALL BE JOINTLY AND 0 SEVERALLY RESPONSIBLE FOR THE MAINTENANCE, ESTABLISHMENT, AND SEASONAL COLOR 4" POTS 8" O.G. 25 FULL PLANTS PLATED DECK SCREWS FOR ATTACHMENT IZ PERMANENCE OF PLANT MATERIAL. ALL LANDSCAPING SHALL BE MAINTAINED LOCATE ON PLANTING SIDE OF EDGE IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THI5 SHALL INCLUDE, BUT NOTP4 , LIMITED TO, MOWING, EDGING, PRUNING, FERTILIZING, WATERING, AND OTHER COMMON BERMUDA SOLID SOD SOLID 50D 5OUARE 4,575 MINIMUM 100% COVERAGE 4 TYPICAL BED EDGING DETAIL ACTIVITIES NECESSARY FOR THE MAINTENANCE OF LANDSCAPED AREAS. FEET UO O 20. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION A5 IS APPROPRIATE FOR THE SEASON OF THE YEAR. PLANT L2 NOT TO SCALE MATERIAL THAT 15 DAMAGED, DESTROYED, OR REMOVED SHALL BE REPLACED Q WITH PLANT MATERIAL OF SIMILAR 51ZE AND VARIETY WITHIN 50 DAYS UNLESS O OTHERWISE APPROVED IN WRITING BY THE TOWN OF WESTLAKE. r--� 21. LANDSCAPE AND OPEN AREAS SHALL BE KEPT FREE OFF TRASH, LITTER AND WEEDS. 22. AN AUTOMATIC, IRRIGATION SYSTEM SHALL BE PROVIDED TO IRRIGATE ALL LANDSCAPE AREAS. OVER5PRAY ON STREETS AND WALK5 IS PROHIBITED. A ,� h--� PERMIT FROM THE BUILDING INSPECTION DEPARTMENT 15 REOU I RED FOR EACH \ ,-� IRRIGATION SYSTEM. � ct � 25. NO PLANT MATERIAL SHALL BE ALLOWED TO ENCROACH ON RIGHT-OF-WAY, FILTER FABRIC SIDEWALKS OR EASEMENTS TO THE EXTENT THAT THE VISION OR ROUTE OF TO WRAP UP SIDES TRAVEL FOR VEHICULAR, PEDESTRIAN, OR BICYCLE TRAFFIC 15 IMPEDED. OKLAHOMA RIVER ROOK < _ GENERAL NOTES: 4_4 w 24. NO PLANTING AREAS SHALL EXCEED 5:1 SLOPE. 5' HORIZONTAL TO I' I. STABILIZE SOIL BELOW ROOT BALL O �n VERTICAL. PRIOR TO PLANTING TO PREVENT 0 25. EARTHEN BERMS SHALL NOT INCLUDE CONSTRUCTION DEBRIS. CONTRACTORS TREE FROM SETTLING. V 1 `n MUST CORRECT SLIPPAGE OR DAMAGE TO THE SMOOTH FINISH GRADE OF THE FILTER FABRIC A2. TOP OF ROOTBALL SHALL I TO 2 °' BERM PRIOR TO ACCEPTANCE. ABOVE FINISHED GRADE. 0 26. ALL WALKWAYS SHALL MEET A.D.A. AND T.A.5. REOUIREMENT5. EXISTING SUBGRADE I 5. ALL WIRE ROPE AND SYNTHETIC 0 27. CONTACT TOWN OF WESTLAKE'S PLANNING DEPARTMENT AT FOR LANDSCAPE 4" STEEL EDGING (NOT D NEEDED ON SIDES THAT 5-O MATERIALS SHALL BE REMOVED 11-1 INSPECTION. NOTE LANDSCAPE INSTALLATION MUST COMPLY WITH APPROVED COMPLETELY FROM ROOTBALL AND 00 LANDSCAPE PLANS PRIOR FINAL ACCEPTANCE BY THE TOWN OF WESTLAKE BORDER THE BACK OF F REMOVE TOP 1/5 OF BURLAP AND/OR OBTAINING A CERTIFICATE OF OCCUPANCY. CURBS) G 4. PLANTING PITS SHALL BE SQUARE, E 25. FINAL INSPECTION AND APPROVAL OF SCREENING WALL5, IRRIGATION AND CG SIDES OF PITS SHALL BE LANDSCAPE IS SUBJECT TO ALL PUBLIC UTILITIES, INCLUDING BUT NOT LIMITED B THOROUGHLY SCARIFIED/ROUGHENED TO MANHOLES, VALVES, WATER METERS, CLEANOUT5 AND OTHER TO ELIMINATE FLARED AS SHOWN IN '0 APPURTENANCES, TO BE ACCESSIBLE, ADJUSTED TO GRADE AND TO THE TOWN _ = E TYPICAL DETAIL N OF WESTLAKE'S PUBLIC, WORK5 DEPARTMENT STANDARDS. - 2cl. PRIOR TO CALLING FOR A LANDSCAPE INSPECTION, CONTRACTOR IS - III-III-III - l 0 RESPONSIBLE FOR MARKING ALL MANHOLES, VALVES, WATER METERS, q _III-1 III-1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 - -1 -1 -1 -1 -1 -1 -1 -1 -1 \I 41 GLEANOUTS AND OTHER UTILITY APPURTENANCES WITH FLAGGING FOR FIELD II II II II II II II II II II II II II II II II II II Ili' II II II III II \ \ \ GONSTRIJGTION NOTES: ci> VERIFICATION BY THE PUBLIC WORKS DEPARTMENT. -1 -1 III-1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 li=_I �_ it -1 -1 -1 -1 _ / j�/j�//� A. TREE II II II II II II II II II II II II II II II - II II II II \ \ \ \ I)-=I _ B. LOOSEN NATIVE BAGKF LL (No m I. I- -III /VA/VA/� - SOIL AMENDMENTS IN CONTRACT) - _ G. WATER RETENTION BASIN In° D. 3" DEPTH MULCH AS SPECIFIED - E. FINISH GRADE _ F. 2 1/2 DRYWALL SCREW U) - (UNFINISHED) J 2 4• DEPTH RIVER ROCK BED �. 2" X 2" X 4" GROSS MEMBER o H - (UNTREATED LUMBER). NOTE: SCALE: I" = I'-O" GROSS MEMBERS TO BE PARALLEL 70 m L2 SECTION F J NORTH ORIENTED SOUTH BEARING AND � ORNAMENTAL SHALL BE PROPORTIONAL IN o GRASS G � � SECTION TH TO ROOT BALL (4' 3" MULCH AS �- MIN). o SPECIFIED REMOVE ALL LABELS �' " � NOTE: TOP OF ROOT y y o° ° � r `� H. 2 X 2 X 4 STAKE WITH 18 � -0 BALL TO BE LEVEL a9 9°a�°a a a SHRUB (TYPICAL) MIN. TAPER (UNTREATED N WITH ADJACENT °9° �� WATER RETENTION �' �r, �' + + + + LUMBER) g FINISHED GRADE. BASIN (2" HT.) GROUNDGOVER (TYPICAL) SEE PLAN W J 3" MULCH (AS SPECIFIED) ` ( 1. REMOVE TOP 1/3 OF BURLAP 0 �, a D FINISH GRADE �/-7 o SURROUNDING ROOTBALL e SLOPE MULCH FROM WALK v y2 ROOT ° ° .p 0 O AFTER INSTALLATION (TO BALL DIA. OR CURB EDGE TO I � `' + + + + + PREVENT "WICKING" OF c ABOVE WALK OR CURB < w ' i �- 00 MOISTURE) X. DIMENSION Y2 ROOT BALL DIA. I" G G " D D EQUAL TO "Y" Y. DIMENSION EOUA TO X o X X L EXISTIN PAVING m / + + + + J. ROOTBALL SHALL BE PLACED - D ON UNDISTURBED NATIVE SOIL. X Q - - OR Of GUR o +, PLANTING 501 L MIXTURE (60% PLANTING MIX AS SPECIFIED PROJECT _III I I ' ' I U EXIST. SOIL LESS ROOK $ + + + + + PLAN VIEW 21 DEBRIS 4 o REMOVE CONTAINER AND ROOT BALL MATTER MIXED TOGETHER) BAR006 PRUNE ANY G I RGL I NG ROOT 1 POCKET PLANTING ORNAMENTAL GRASS DETAILr3� TRIANGULARLY SPADE ALL GROUND N SHRUB AND GROUNDCOVER PLANTING DETAIL GONERS. D = GROUNDGONER OR SHRUB s TREE PLANTING L2 NOT TO SCALE SPACING AS NOTED. 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' 1 ' + + ' ' - +0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 02 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 +0.1 0.1 0.0 0.2 '0.1 10.1 '0.1 '0.2 '0.2 '0.2 '0.2 '0.2 '0.2 '0.2 '0.2 10.2 0.2 '0.2 40.2 '0.2 '0.2 '0.2 '0.2 0.2 10.2 '0.1 '0.1 '0.1 10.1 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 0.1 '0.1 '0.1 '0.1 '0.0 + + + + + + + ' + + + + + ' + + + + + + + + 0.1 0.0 0.101 '0.10.10.10.10.10.101010.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 +0.1 0.1 +0.1 +0.1 +0.1 '0.1 0.1 '0.1 0.1 +0.1 +0.1 01 +0.1 +0.1 0.1 '0.1 0.1 0.1 0.1 +0.1 0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 -0.1 0.1 '0.10.1 L----------------- 0.1 +0.10.1 +0.10.1 '0.1 '0.1 '0.1 0.1 _Hwa us +0.1 0.1 '0.1 +0.1 '0.1 +0.1 +0.1 +0:1 ARCHITECTS C T S 4700 WESTGROVE DRIVE,STE.200 +0.1 0.1 +0.1 '0.1 +0.1 ADDISON,TX 75001 PHONE:972-333-9455 + EMAIL:ralph@busharchitects.design 0.1 EMAIL:jay@busharchitects.design EMAIL:butler@busharchitetts.design ISSUE LOG DATE DESCRIPTION U SCALE 0 AS NOTED H DATESITE PLAN PHOTOMETRICS 1 = 1'-0 10/24/19 Z 7 �- Q J SHEET a SP1 .01 w Cn x We reserve the right to revise the design or components of any product without notice. , F H ¢O¢¢a ¢A Z Mercury ='r'�0,6= ��zoa� w�H U °xyx ww0 =VSA= Compliant CATALOG# TYPE W I N O N A �N w o�x H r'�o�w Round Diffuser No Perfex No Shield ° � � PROJECT/LOCATION Entrada-Block N0613012015, I � � � , � I � 4 •MERCURY� � P .SERIES• solutions � fOrl'T1S � light ¢w q / I I I 1 Vl FOw X0 O Wall Mount Indoor/Outdoor Sconce ■ SPECIFICATIONSTested i d with LM7980 The l id inhi ¢H° a ¢g a SA n accordance - - . e results contained this summary report pertain on to the tested sample e: s rq W Z° z z LED APPROVED BYy t ti l p P y h d l Type:yp SC I iUHoz¢au a UF¢Oo Zonal Lumen SummaryTest Summary/Electrical Test Conditions U SPECIFICATIONS - STEP 13 ' Zone Lumens %Luminaire Temp Voltage Current Power Power Factor Total Lumen Output Efficacy(LPW) _-- Project:Entrada-Block N z N Q W Q x z w • BACKPLATE 16 Ga.aluminum(AL). • BACKBOX-16 Ga.aluminum(AL)with wire access on four sides and back through 7/8" 0-30 722.7 13.9 25°C(±1°C) 120.1 644.2 1 76.67 0.991 5213 67.99 C/1 W w o ¢3 a x dia.KO flattened water tight(Optional for surface conduit entry or standard with emergency 6-LONG COUNSEL ENGINEERS W z H w Z 11 W o o x w in battery). 0.40 1132 21.7 Polar Candela Distribution Qty F" o o o F °" • DIFFUSER-White translucent,full enclosed non-yellowing 100%virgin acrylic, 18001700 1601 150° 140° 4020 McEwen, Suite 105 F O O w¢w U Q m� Y Y g g ry 0-60 1890 36.2 z.40o (1/8").Optional Clear(CTB)top and/or bottom-CTB is Standard with Uplight and/or Downlight z,000 130° Dallas, Texas 75244 U A - z 3 3 W Opaque(OQTB)top and/or bottom;or Open(ONTB)top and/or bottom-Dry Location Only. _ O w�ij F��o� ��4 60-90 942.9 18.1 _ • DRIVER-Universal Volt(120-277v)Electronic Driver. 972.707.3540 4 F U ¢O q 1.60o Construction Finish � z w w U x a • FASTENERS-Stainless steel tamperproof screws-(2)To secure lens in place. 0-90 2832 54.3 1200 Die-cast housing with solid aluminum,brass,or Recessed surfaces have a ribbed design with matte � °H w q q ]w • FINISH-Corrosion and Weather resistant,extremely durable pre-treated oven baked 1,200 9 9 TX Firm N o. F-18994 w¢N z y U o¢ polyester powder. 90-180 2381.0 45.7 1 to* stainless steel faceplate.Step13-6 is a surface mount black finish to reduce glare. Faceplates are available °w o Q z R; o Soo CE# 19030 GASKE7ING-High Temp.,non-aging black EPDM and/or neoprene rubber around the a 50" step light that mounts over a Steel City 2-1/8"deep, in five metal finishes with protective clear coat or one F q ¢°z ° z o g P g g P 0-180 5213 100.0 2.125"box min. Z ¢ ¢w f~ o entire lens perimeter&rear wire entrance hole to protect against dust,moisture&outside 400 100° rectangular box 4G4D or equivalent(by others). of seven polyester powder coat painted finishes.A z o W m j v contaminants. CD:0 900 T Ribbed design �IED module with Interior option faceplate mounts with no visible primer only finish is also available for field painting. U,Zu 0°>"°o z¢z°U x • MOUNTING-Use(4)or(6)5/16"diameter holes for 1/4"diameter bolts for outdoor or Cone of Light Tabulation 5.50" with matte P' fasteners. 9 w x z d 3 a z ncealed optic indoor.7/8"KO in Center for Wire Access.Must derate lam ping for horizontal. 400 80° black finish Integral Warranty \\ (/1 w¢ o o o a° • WALL WASH-CTB is Standard with Uplight or/and Downlight.For wall wash patterns Mounting Footcandles Beam Width " Source 5-ear I mited warranty.Com lete wawa \\� W w A o°¢ °' Z w reduces glare driver T Height(Ft) at Nadir (Ft) 800 70° Exposed fasteners for y ty P MY /[� 11 21 U q o w q A p o specify:UP(Uplight)or DN(Downlight)or UP/DN(Up and Downlight)• Wet Location Only CROSS SECTION Light source consists of four powerful LEDs available terms located at www.acuitybrands.com/ .•••••..•`�' 1� Q A W�W W U F o • COMPLIANCE-Built to comply with U.S.and Canadian safety standards.Suitable for wet 1.200 ° in five white color temperatures&six colored LED CUStomerReSOurces/Terms and conditions.asox 2.0 253.7 1.3 60 ¢ P •• CP * x »o�Ow q r"U& < locations. • I- o w °U o a ¢ 1,600 18. choices. • V1 o o W a H 4.0 63.4 2.6 Actual performance may differ as a result of end-user ; * o 4 °¢q H w z 2.000 50° • •• ••••••••••u•••••u 0 p 5 U z w 6.0 28.2 3.9 L Optics environment and application. Ga q z w°¢ w y x y I-51n- z°r 2.40o VA:o° 10° zo° ao° 4 Steel City 4G4D 1p0P-r01, A concealed optic provides a long light distribution for All values are design or typical values,measured WILL IAM A. LEE ¢o° ¢ W A Z'.•.••••••.••••••..•.•••..• 8.0 15.9 5.2 ■ -0°H ■-22.5°H or equvalent illumination of large areas. under laboratory conditions at 25*C. ° (by others) Typical Distribution Based on WHT30K , '� i w w H H H w g H]O 0 ■ -900 H -45 H Grid in 1'increments Assembled in America(Buy American Act Compliant) �J . 80638 • 10.0 10.1 6.4 67.50 H _ __ Electrical ,� �,�•�/�, 5��'\\�/ �/ a�z O Integral 0-1OV,5%dimming,constant current driver, ,1 ••00 0 N000`0w\�\\rr -� .c o E a U W V q z z a z 0 0 0 16° -- 0.1 120-277Vac,47-63Hz. Non-Dimming&Dimming �1�US�O ``vim ¢ Ribbed design 0.5 units consume 8 watts. `� NA L �� Lu� .a °¢F w z O o U W a Q Awith matte black finish 2a) \\\�� g a A o reduces glare - - - q, '�'SMERCURY - 8•g Environment121219 °�aaUw 6 inch-Long Distribution ETL/cETL listed dry location or optional wet location. L-XL3 Shown with Backbox (side view of Classic XL) CATALOG NUMBER Example: STEP13 INT 6LONG L LST2A WHT30K MVOLT BA LAMP TYPEICITYMATTAGE Visit www.eclipselightinginc.com for available ITS files Series Environment Length Distribution Source Color Temperature Fixture Size L f XL S XL1 XL2 X1_3 Dimensions-W x H x D 8'/e"x 13%"x 4" 81/1'x 16"x 5/x" 9%"x 21"x 5/z" 121/s"x 26Ye"x 71/4" 14"x 41"x 81/" STEM Step 13 WL Wet Location 6LONG 6 inch nominal length L Long LSTZA LED Step 2 WHT27K White(27K) BLU Blue INT Interior WHT30K White(30K) GRN Green Light Emitting Diode O O WHT35K White(35K) RED Red LED 15w 515w 515w 1 S 30w 30w 140w 160w 60w OLTMCompatible WHT40K White(40K) CYN Cyan Light Emitting Diodem Uplight/Downlight © WHT50K White(50K) RDO Red-Orange Clear Top/Bottom(CTB)Standard with UP/DN UPIDN 5w/5w 5w/5w 5w or 10w 5w or I Ow or 25w© 5w or I Ow or 25w AMB Amber Series Size LED Wattage Color Temp Voltage Finish Options ORDERING GUIDE• Voltage Driver Finish special MVOLT Multi Volt 120V thru 277V (Blank) Standard Driver BA Brushed Aluminum ABP Antique Brass Paint SGB Semi Gloss Black MOD* Modification/Consult Factory SERIES VOLTAGE DMD Dimming Driver BB Brushed Brass BBP Brushed Brass Paint SGW Semi Gloss White SPEED OF LIGHT ME =Mercury Series f 120 = 120 Volts BSS Brushed Stainless Steel LBPS Light Bronze Paint Smooth PRM Primer Only SIZE f 277 = 277 Volts PB Polished Brass LSP Light Silver CPF• Custom Paint Finish QUICK SHIP PROGRAM L = 13-1/4" 347 = 347 Volts PSS Polished Stainless Steel PGP Pale Gold CMF* Custom Metal Finish S XL = 16" f EBU = Universal Volt(120-277v)Electronic Driver Orders of 20pcs or Less Ship in 2 Weeks SXL7 =21" ZEBU =Two Universal Drivers Options that are highlighted and feature XL2 =26" STANDARD PAINTED FINISH Describe Modification: Notes the symbol are eligible for the Speed of XL3 =41" SBK=Black Finish • *Available by modification only.Consult factory. Light quick ship program LAMP TYPE/QUANTITY/WATTAGE fBZ=BronzeFinish-Standard Refer to Above Chart f PNA=Painted Natural Aluminum f SGR=Silver Gray LED COLOR TEMPERATURE f WH=White Finish S 3K =±3000K Range CUSTOM ORDER PAINTED FINISH t 4K =±4000K Range CC=Custom Color(Provide Specs) f 5K =±5000K Range CH =Corvel Chrome HBA=Hand Brushed Aluminum w/Clear Coat W ®2018 Eclipse Lighting Inc. Winona Lighting • 3760 West Fourth Street • Winona,MN 55987 • 888.834.5684 • www.winonali htin com fTl CFECLIPSE TM 9245 W.Ivanhoe St.I Schiller Park,IL 60176 Eclipse Lighting pg.39 g 9 9 P.847-260-0333 1 F:847-260-0344 I E:quotes@eclipselightinginc.com I W.eclipselightinginc.com Rev.10/22/2018 Rev.08/13/18 J LIGHTING %IcU/tyBrands. ©2013-2018 Acuity Brands Lighting,Inc.All Rights Reserved."Winona"is a registered trademark of Acuity Brands Lighting.Products herein may be STEP13_6LONG covered by one or more U.S.Patents and Patents Pending.Specifications subject to change without notice. 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J EMA • L:jay@busharchitects.design + + + - ILL:butler@busharchitects.design EMAIL: EMAIL:0.0 0.0 -0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I 0. 0.5 0. 0. 0.4 .3 .2 + + + - + - + ' - - _ _ _I-: 0.0 0.0 dad 0.0 0.0 dad 0.0 0.0 dad 0.0 0.0 0.0 dad. 0.0 0.0 dad dad 0.0 dad 0.0 0.0 0.0 0.0 dad 0.0 - --0.4-195- -9S - - - - - - - - - ISSUE LOG :� Bc4 -O.a- `'o.o +0.0 +0.0 0.0 +0.0 '0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 III 0.4 +0.5 s os o.5 0.4 "0.4 0.3 DATE DESCRIPTION +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.0 0.0 0.0 0.0 0.0 'O 0.5 '0.6 0.7 0.7 0.6 0.5 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I0.0 -0.5 0.70.8 0.8 0.7 0.5=' 0.4 ` 0.0 +0.0 +0.0 +0.0 '0.0 +0.0 +0.0 +0.0 '0.0 '0.0 '0.0 +0.0 +0.0 'w 0.0 +0.0 +0.0 0.0 0.0 +0.0 +0.0 +0.0 U +0.0 '0.0 '0.0 I LU SCALE O AS NOTED H O = DATE EAST PATIO PHOTOMETRICS WEST PATIO - PHOTOMETRICS 1 10/24/19 2 " _ r r1 -011 SHEET W SP1 .02 Cn Westlake Planning and Zoning Commission TYPE OF ACTION T x E T o w n o f WESTLAKE Regular Meeting -Action Item DISTINCTIVE BY DESIGN Westlake Planning and Zoning Commission Meeting Monday, January 13, 2020 TOPIC: Conduct a public hearing and consider recommendation of a Specific Use Permit(SUP)to allow for a maximum of 10 residential condominium units to be located an approximately 0.376-acre portion of Block N, Westlake Entrada, located at the southeast corner of Davis Blvd. and Girona Drive. STAFF CONTACT: Ron Ruthven, Planning and Development Director Strategic Alignment Vision, iperspective Ob High Quality Planning, Design & Planned/Responsible Citizen, Student& Development-We are a desirable well preserve Desirability Development Stakeholder planned, high-quality community that &Quality of Life is distinguished by exemplary design standards. Time Line- Start Date: January 13,2020 Completion Date: January 27,2020 Funding Amount: N/A Status- N/A Source-N/A Contract: No Forms: N/A EXECUTIVE SUMMARY(INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) Curt Dubose, PentaVia Custom Homes, is requesting approval of a SUP for ten residential condominiums in conjunction with a site plan for construction of a new mixed-use building on Block N in the Westlake Entrada development. The condominium units require the approval of a Specific Use Permit(SUP)per the conditions of Ordinance 703 which contains the Entrada zoning regulations. The proposed condominiums would be located on the Yd, 4th and 51h floor of the proposed building. Further details of the proposed building are contained in the companion agenda memo describing the site plan request. Page 1 of 3 CONDOMINIUM ZONING Condominiums are authorized by Ordinance 703 only through the approval of a Specific Use Permit(SUP). Ordinance 703 defines a condominium as follows: "Condominium (residential) means a form of real property ownership that combines separate ownership of individual apartments or units with common ownership of other elements." Condominiums are regulated in Texas under the Uniform Condominium Act of 1993, codified in the Texas Property Code. Condominiums are defined under the act as "a form of real property with portions of the real property designated for separate ownership or occupancy, and the remainder of the real property designated for common ownership or occupancy solely by the owners of those portions". It is important to note that, similar to any other residential structure, cities in Texas cannot regulate whether or not condominiums or owner occupied versus renter occupied. Therefore, a condominium owner may choose to rent their unit to an individual, similar to a single-family homeowner renting their home. CONDOMINIUM DETAILS Though requested, the applicant did not provide any details regarding condominium amenities, interior design and fixtures nor was there any description of the target demographic market for the condominiums. That said, the proposed floor plans are attached. The following is a breakdown of each unit: Entrada Condos Block N Lot 1 Unit# Area (sq.ft.) Bedrooms Bath % of Total 1A 1,289 2.00 2.00 7.22% 113 1,495 2.00 2.00 8.37% 1C 1,230 2.00 2.00 6.89% 1D 1,624 2.00 2.00 9.10% 1E 2,560 3.00 3.50 14.34% 2A 2,497 2.00 2.50 13.98% 2B 1,500 2.00 2.00 8.40% 2C 2,535 2.00 2.50 14.20% 2D 1,624 2.00 2.00 9.10% 3B 1,501 2.00 2.00 8.41% Total 17,855 21.00 22.50 Average 1,786 2.10 2.25 DEVELOPMENT PLAN AND PID SAP COMPLIANCE The proposed condominiums generally comply with the Entrada Development Plan but their approval is purely discretionary on the part of the Commission and Council. The Public Page 2 of 3 Improvement District (PID) Service Assessment Plan (SAP) accounts for a maximum of 115 condominiums in the PID area. To date, no condominiums are authorized for construction in Entrada given the expiration of previous SUP ordinances approving condominium units in the Plaza Mayor. WESTLAKE ENTRADA RESIDENTIAL ANALYSIS A maximum of 322 residential units were approved for the Westlake Entrada development by Ordinance 703. Ordinance 703 does not specify any details on condominiums and prescribes that the size, number and configuration for any condominium units shall be approved by a separate Specific Use Permit, provided the total number of units does not result in exceeding the 322 total units allowed within the development. To date, a total of 30 residential building permits have been issued in the development—all single family homes. If approved, the proposed SUP amendment would increase the total units authorized for construction to 40 units (30 permitted, 10 condominiums units approved for permitting), leaving a remainder of 282 residential units available for future approval as authorized by Ordinance 703 and 852. SUMMARY AND RECOMMENDATION Staff recommends approval of the Specific Use Permit subject to the following conditions: • The maximum number of residential condominium units authorized by the SUP shall not exceed ten units; • An interior design package must be provided to the Town before the issuance of building permits. The package should include a detailed list of the amenities noted above and a description of fixtures, furnishings and materials. • A building signage plan shall be submitted to the Town and approved by the Town Manager or their designee(s)before the issuance of the Certificate of Occupancy; • Prior to the issuance of the Certificate of Occupancy and final inspection for any Condominium, a copy of the official recorded condominium regime document for this condominium that is filed with Tarrant County Clerk shall be provided to the Town Manager or designee and shall be kept in the official Town records; • This SUP shall automatically revoke and expire upon the occurrence of any of the following circumstances: (1) The building permits allowing the construction of the condominiums are not issued within one year after the approval date of this ordinance; (2) The use authorized by the SUP is abandoned for more than six consecutive months after either the expiration of the building permit, or, after the issuance of the certificate of occupancy; (3) Any change in use of this building to a use other than that described and authorized by this ordinance; (4) Failure to provide the official recorded copy of the condominium regime as described and conditioned herein. ATTACHMENTS Exhibits provided by the applicant Page 3 of 3 NOTES CODE ANALYSIS: w �U � H °zzx Ucs° GENERAL NOTES: Z W�WF as �Fo �za z 1. CONSTRUCTION: COMPLY WITH APPLICABLE CODES AND RELATED AMENDMENTS. O A A a 2 °a RESIDENTIAL BUSINESS PARKNG a °o o o w CODE INFORMATION REQUIRED �' o w o F°°a o° 2. THESE DRAWINGS DO NOT CONTAIN COMPLETE SPECIFICATIONS,DETAILS,OR R2 B S2 H r o o H¢ o F o x FULL INFORMATION NECESSARY FOR THE COMPLETE CONSTRUCTION OF THE V o w U' F_a o F PROJECT. ADDITIONAL INFORMATION SHALL BE OBTAINED FROM THE OWNER. INTERNATIONAL BUILDING CODE(IBC) 2015 °W a o o o 0 INTERNATIONAL ENERGY CONSERVATION CODE(IECC) 2015 w'w z a a 3. NOTIFY ARCHITECT AND OWNER OF ERRORS,OMISSIONS,AND DISCREPANCIES F�°w 5 °x w z° IN CONTRACT DOCUMENTS,OR BETWEEN CONTRACT DOCUMENTS AND ACTUAL INTERNATIONAL MECHANICAL CODE(IMC) 2015 (�� q��W qA�x z W� SITE CONSTRUCTION CONDITIONS. ERRORS,OMISSIONS,AND DISCREPANCIES NFPA 70 NATIONAL ELECTRICAL CODE(NEC) 2014 w w Q w a ¢ N MUST BE RESOLVED AND DOCUMENTED BEFORE CONTINUING CONSTRUCTION z O z w z w�m g t w - INTERNATIONAL PLUMBING CODE IPC 2015 N z�x 21� ° °F a _ WITH THE WORK IN QUESTION. FAILURE TO NOTIFY THE OWNER AND ( ) O °o o�' a N ARCHITECT IN SUCH AN EVENT SHALL CONSTITUTE ACCEPTANCE OF ANY INTERNATIONAL FIRE CODE(IFC) 2015 U U RESULTING OBLIGATIONS OR RESPONSIBILITIES WITH REGARDS TO DELAYS, *TOWN OF WESTLAKE ADOPTED NCTCOG AMENDMENTS a o a y ° �-- ` r COSTS,CODE COMPLIANCE,AND LEGAL REMEDIES RESULTING FROM THIS OR a o¢a Q o Q RELATED WORK. pwo �`RQzao T.A.S. a j 4. CIVIL,LANDSCAPE,STRUCTURAL, MECHANICAL, PLUMBING,AND ELECTRICAL U_ W DRAWINGS BY OWNERS CONSULTANTS. w x a w o F o h 4.1. ARCHITECT'S ELECTRICAL,MECHANICAL,AND PLUMBING PLANS ARE ZONING DISTRICT: x U U° x z a¢w O DIAGRAMMATIC ONLY. ACTUAL DESIGN BY OWNER'S CONSULTANT. D U a 2 F x z¢u x z i 4.2. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR GRADING AND DRAINAGE OCCUPANCIES(MIXED USE in 1 building) R2 B S2 A o a =ate REQUIREMENTS. V� W �zQo� zE✓'Nz !� I 4.3. REFER TO STRUCTURAL ENGINEER FOR STRUCTURAL DESIGN, \° CONSTRUCT.TYPE: V-A f _ SPECIFICATIONS,AND DETAILS; INCLUDING REQUIRED RETAINING WALLS, o F°N U, a w°z z WATERPROOFING,AND FRENCH DRAIN SYSTEMS. p� A ¢z a o a 4 R a i w w w o w COORDINATE SOIL COMPACTION REQUIREMENTS BEHIND RETAINING o� w� WALLS WITH STRUCTURAL ENGINEER. M w F Q F Q a W Hawx uSx¢QA�aa _ 5. THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE SITE AND BE TOTAL OCCUPANCY LOAD: 193 total 158 35 N/A F a a p r w RESPONSIBLE FOR THE ACCURACY AND CORRECTNESS OF SAME. H ¢o a U 7 w 7 a a w p Q u�a Q O p 6. VERIFY TYPE AND LOCATION OF UTILITIES SERVING SITE. 0 w o FIRE-SPRINKLED(NFPA 13) yes yes (N FPA 13) yes yes w o¢ o ¢ 7. FIREPLACES: -_ SIZES,INCLUDING HEARTH EXTENSIONS REQUIRED BY CODE. VERIFY 71 7.2. DAMPER. OUTSIDE MAKE-UP AIR INLET AND SCREENED LOUVER AND MAX.NUMBER OF STORIES(TABLE 504.4) 4 total 4 4 3 INCREASE FOR FULLY SPRINKERED(504.2) 4 _ - 8. VENT CLOTHES DRYER TO OUTSIDE. _ TOTAL ALLOWED NUMBER OF STORIES 4 9. ALL FLOOR FINISH HEIGHTS TO MATCH. FLOOR ELEVATIONS AT SECOND FLOOR ARE GIVEN TO TOP OF FLOOR DECK. n n .7 a _ 36 clear 36 clear N/A � 10 ACCORDANCE EXTERIOR MATERIALS AND FINISHES ARE TO BE INSTALLED IN - EXIT WIDTH WITH MANUFACTURERS WRITTEN IN TR CTI SAND DETAILS. u s u oN D I s. MAXIMUM TRAVEL DISTANCE 11. FIRE SPRINKLERS SYSTEMS: TO LOCAL JURISDICTION FOR CORRIDOR WIDTH(1016.2) REQUIREMENTS. STAIRS WIDTH(1009.1) t _ T 12. SHOPDRAWINGS SHALL BE SUBMITTED TO OWNER AND ARCHITECT FO { y - APPROVAL PRIOR TO ORDERING AND INSTALLING ANY EQUIPMENT.I.E. R - - WINDOWS,STEEL,CAST STONE....ETC. \\�l l - 13. THEDCONTRACTOR SHALL PAY ALL FINES,GIVE ALL NOTICES, FILE ALL MIN.SETBACKS: 0 FT +: r r NECESSARY DRAWINGS,AND OBTAIN ALL PERMITS AND CERTIFICATES OF APPROVAL REQUIRED IN CONNECTION WITH ALL WORK UNDER THE CONTRACT DOCUMENTS. FOR DIMENSION PURPOSES: 1. DO NOT SCALE DRAWINGS. IFY ARCHITECT OF ANY DISCREPANCIES. ' ter., Fy tih,.6. ,tm�.., •,,,v 2 VERIFY DIMENSIONS NOT 3. WOOD STUD WALLS: 2"X 4" @ 16"O.C.TO A MAXIMUM HEIGHT OF 10'-0", SUPPORTING ONE FLOOR, ROOF,AND CEILING. UNSUPPORTED WALL HEIGHTS EXCEEDING 10'-0"AND 3 STORY CONDITIONS ENTRADA BLOCK N MIXED USE BUILDINGWESTLAKE , TEXAS REQUIRE STRUCTURAL ANALYSIS TO DETERMINE STUD SIZE AND SPACING. ( )FIRE RESISTANCE RATING OF BUILDING MEMBERS TABLE 602.1 4. INTERIOR METAL STUDS DIMENSIONED OUT-TO-OUT. h--I V1 W BUILDING ELEMENT FIRE RATING UL ASSEMBLY H 5. WALL PLATE HEIGHTS: CROSS REFERENCE EXTERIOR ELEVATIONS,WALL STRUCTURAL FRAME(COL.,GIRDER,TRUSS) 1 HR. Q a SECTIONS,AND FASCIA DETAILS TO DETERMINE. (� PROJECT LOCATION EXTERIOR BEARING WALLS 1 HR. U-305 BLOCK N - MIXED USE 6. WINDOWS AND DOORS: EXTERIOR NON-BEARING WALLS 1 HR. UL-U329 PROJECT DIRECTORY: 6.1. VERIFY ROUGH OPENINGS WITH SELECTED MANUFACTURER. 6.2. REFER TO EXTERIOR ELEVATIONS AND FLOOR PLANS OR SCHEDULE FOR INTERIOR BEARING WALLS 1 HR. UL-U329 �, Z Z �,U HEAD HEIGHTS. INTERIOR NON-BEARING WALLS 0 HR. U-407 O O Trophy Club INTERIOR NON-BEARING PARTY WALLS 1 HR. UL-U342 O Z OWNER STRUCTURAL ENGINEER CIVIL ENGINEER INTERIOR BEARING PARTY WALLS 1HR. ULU342 Q ao FOX GROUP, LLC VIEW TECH INC. BGE INC. 4208 BELTWAY DRIVE 2595 DALLAS PARKWAY ADDITIONAL NOTES ELEVATOR SHAFT/SHAFT WALLS 2 HR. UL-U308 [� ADDISON, TX 75001 SUITE 204 STAIRWAYS 2 HR. UL-U308 [� PROJECT ADDRESS PHONE: (972) 661-8187 FRISCO, TX 75034 Westlake O HORIZONTAL ASSEMBLY(IES)FIRE SEPARATION R-2/R-2 1 HR. UL L521 „a 1. GENERAL CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, FAX: (940) 458-7417 PHONE: (972) 464-4800 AND NATIONAL CODES AND REGULATIONS. HORIZONTAL ASSEMBLY(IES)FIRE SEPARATION B/R-2 1 HR. 10"Concrete Slab 49 ARTA DRIVE (TBPE F-12214) CONTACT: JASON FREY WESTLAKE, TEXAS (TBPE F-1046) 2. GENERAL CONTRACTOR SHALL COORDINATE THE SCOPE OF WORK WITH ALL HORIZONTAL ASSEMBLY(IES)FIRE SEPARATION B/S-2 1 HR. 8"Concrete Slab LOCAL ELECTRIC,TELEPHONE, GAS,WATER,AND SEWER COMPANIES IN me ENTRADA` `, PARTICULAR WHEN TRENCHING AND RUNNING REQUIRED UNDERGROUND PARKING REQUIREMENTS ARCHITECT MEP ENGINEER LANDSCAPE CONDUITS,SLEEVING, BORING,AND PIPING. BUSH ARCHITECTS COUNSEL ENGINEERS STUDIO 13 DESIGN GROUP -- 3. GENERAL CONTRACTOR SHALL COORDINATE THE MECHANICAL, ELECTRICAL, REQUIRED PROVIDED 4700 WESTGROVE DRIVE SUITE 200 4020 McEWEN DRIVE STE. 105 386 W. MAIN STREET " "Rd PLUMBING, CIVIL,&STRUCTURAL ENGINEERING&LANDSCAPE ARCHITECT. ADDISON, TX 75001 DALLAS, TX 75244 LEWISVILLE,TX 75057 PARKING SPACES: (2)SPACES PER/R2 RESIDENTIAL UNITS 22 SPACES PHONE: (469) 857-3151 PHONE: (214) 632-7766 PHONE: (469) 635-1900 -R2(10)UNITS RESIDENTIAL: 20 SPACES REO'D. E-MAIL: ralph@busharchitects.design CONTACT: WILLIAM A. LEE CONTACT: LEONARD W. REEVES (1)SPACE(S)GUEST PARKING SPACES 10 SPACES CONTACT: RALPH BUSH LEGAL DESCRIPTION o�eRd -B BUSINESS(SMALL RETAIL): (1)SPACE PER 1200 SF.GROSS RETAIL STORE(B) Dove Rd Winfield Estates 36 SPACES REQ'D. (1)SPACE PER/100 SF.GROSS RESTAURANT(B) SHARED PARKING WITH ADJACENT Q Q J LOT 1 BLOCK N 71 SPACES REQ'D. BUILDING PER PARKING AGREEMENT Vaquero Club „a Z m WESTLAKE ENTRADA HANDICAP SPACES: (1)HANDICAP SPACE PER 11-25 CARS REO'D. TOWN OF WESTLAKE, TARRANT COUNTY, TX. (2)HANDICAP SPACES PER 25-50 CARS REO'D. VICINITY MAP N.T.S. SHEET INDEX SQUARE FOOTAGE CALCULATIONS ARCHITECTURAL DRAWINGS A2.09 UNIT FLOOR PLANS A7.03 ELEVATOR SECTION S102 SCHEDULES S603 TYPICAL WOOD DETAILS P2.07 PARKING GARAGE-BELOW FLOOR-PLUMBING E5.02 ELECTRICAL SCHEDULES AREA SCHEDULE A2.10 UNIT FLOOR PLANS A7.06 PARTITION TYPES S103 SCHEDULES S604 TYPICAL WOOD DETAILS P2.08 PARKING GARAGE-DOM AO.01 COVER SHEET/GENERAL NOTES UNIT UNIT A2.11 UNIT FLOOR PLANS A8.01 TYPICAL DETAILS S104 SCHEDULES S610 SHEAR WALL SCHEDULE AND DETAILS P2.09 LEVEL 2-COMM.RETAIL-PLUMBING TYPE LEVEL USE COUNT DES. CONFIGURATION A.0 GARAGE BLCNY COMMON TOTAL A0.02 REFERENCE SHEET/SYMBOLS A2.12 UNIT FLOOR PLANS A8.02 TYPICAL DETAILS S201 FOUNDATION PLAN S611 SHEAR WALL SECTIONS AND DETAILS P2.10 LEVEL 3-1 ST FLOOR-DOM A0.03 2015 TEXAS ACCESSIBILITY STANDARDS A2.13 ENLARGED STAIRWELL PLANS A8.03 TYPICAL DETAILS S202 LEVEL TWO RETAIL S611 SHEAR WALL SECTIONS&DETAILS P2.11 LEVEL 4-2ND FLOOR-DOM CONCRETE L1 PARKING 10623 10623 A0.04 2015 TEXAS ACCESSIBILITY STANDARDS A2.14 DOOR&WINDOW SCHEDULES A8.04 PLAN DETAILS S203 LEVEL THREE PODIUM S612 SHEAR WALL SECTIONS&DETAILS P2.12 LEVEL 5-3RD FLOOR-DOM CONCRETE L2 RETAIL 8199 2424 10623 A0.05 2015 TEXAS ACCESSIBILITY STANDARDS A2.15 ROOM FINISH SCHEDULES A8.05 PLAN DETAILS S204 LEVEL FOUR FRAMING PLAN S613 SHEAR WALL SECTIONS&DETAILS P2.13 LEVEL 1-PARKING GARAGE-GAS 3RD 2 BDRM/2 BATH/ ARCHITECTS WOOD FLOOR RES. 1 1A Balcony 1,289 331 1327 1620 A0.06 2015 TEXAS ACCESSIBILITY STANDARDS A3.01 LEVEL ONE REFLECTED CEILING PLAN CIVIL DRAWINGS S205 LEVEL FIVE FRAMING PLAN MEP DRAWINGS P2.14 LEVEL 2-COMM.RETAIL-GAS A0.07 2015 TEXAS ACCESSIBILITY STANDARDS A3.02 LEVEL TWO REFLECTED CEILING PLAN C1 COVER SHEET S206 ROOF FRAMING PLAN MO.00 MECHANICAL ABBREVIATIONS AND LEGEND P2.15 LEVEL 3-1ST FLOOR-GAS 4700 WESTGROVE DRIVE,STE.200 1 1 B 2 BDRM/2 BATH 1,495 1495 ADDISON,TX 75001 A0.08 LEVEL ONE LIFE SAFTY PLAN A3.03 LEVEL THREE REFLECTED CEILING PLAN C2 REPLAT S207 SHEAR WALL PLAN M2.01 LEVEL 1-PARKING GARAGE-MECHANICAL P2.16 LEVEL 4-2ND FLOOR-GAS PHONE:972-333-9455 1 1C 2 BDRM/2 BATH/ 1,230 190 1420 EMAIL:ralph@busharchitects.design A0.09 LEVEL TWO LIFE SAFTY PLAN A3.04 LEVEL FOUR REFLECTED CEILING PLAN C3 KEY MAP S301 FOUNDATION TYPICAL DETAILS M2.02 LEVEL 2-COMM.RETAIL-MECHANICAL P2.17 LEVEL 5-3RD FLOOR-GAS Balcony EMAIL:jay@busharchitects.design A0.10 LEVEL THREE LIFE SAFTY PLAN A3.05 LEVEL FIVE REFLECTED CEILING PLAN C4 SITE PLAN S302 FOUNDATION TYPICAL DETAILS M2.03 LEVEL 3-1ST FLOORPLAN-MECHANICAL P3.00 PLUMBING DETAILS EMAIL:butler@busharchitects.design A0.11 LEVEL FOUR LIFE SAFTY PLAN A4.01 LEVEL ONE ELECTRICAL LAYOUT C5 GENERAL NOTES S303 COLUMN SCHEDULE M2.04 LEVEL 4-2ND FLOOR-MECHANICAL P4.00 SCHEDULES&DIAGRAMS 1 1 D 2 BDRM/2 BATH 1,624 1624 PROJECT NO. 18-154 A0.12 LEVEL FIVE LIFE SAFTY PLAN A4.02 LEVEL TWO ELECTRICAL LAYOUT C6 PAVING PLAN S304 CMU TYPICAL DETAILS M2.05 LEVEL 5-3RD FLOOR-MECHANICAL E0.00 ELECTRICAL ABBREVIATIONS AND LEGEND ISSUE LOG A1.01 SITE PLAN A4.03 LEVEL THREE ELECTRICAL LAYOUT C7 PROPOSED DRAINAGE AREA MAP S305 CMU TYPICAL DETAILS M2.06 LEVEL 6-ROOF PLAN-MECHANICAL E1.00 SITE PLAN-ELECTRICAL 1 1 E 3 BDRM/3.5 2,560 303 2863 BATH/Private terrace DATE DESCRIPTION A1.02 SITE PLAN DETAILS A4.04 LEVEL FOUR ELECTRICAL LAYOUT C8 GRADING PLAN S401 SECTIONS&DETAILS M3.00 MECHANICAL DETAILS E2.01 LEVEL 1-PARKING GARAGE-ELECTRICAL 09/04/2019 COMMENTS A4.05 LEVEL FIVE ELECTRICAL LAYOUT C9 WATER,STORM,DUCTBANK&SEWER PLAN S402 SECTIONS&DETAILS M4.00 MECHANICAL SCHEDULES E2.02 LEVEL 2-COMM.RETAIL-ELECTRICAL WOOD 4TH RES 1 2A 2 BDRM/on 2497 131 1322 2628 10/24/2019 PERMIT SET A2.01 LEVEL ONE FLOOR PLAN FLOOR BATH/Balcony A2.02 LEVEL TWO FLOOR PLAN A5.01 ELEVATIONS C10 EROSION CONTROL PLAN S502 PT CABLE PROFILE TYPICAL DETAILS P2.00 LEVEL 1-PARKING GARAGE-BELOW FLOOR E2.03 LEVEL 3-1 ST FLOOR-POWER 11/08/2019 CONSTRUCTION SET 12/06/2019 1 CITY COMMENTS A2.03 LEVEL THREE FLOOR PLAN A5.02 ELEVATIONS C11 STREET LIGHTING PLAN S503 PT CABLE PROFILE TYPICAL DETAILS P2.01 LEVEL 1-PARKING GARAGE-PLUMBING E2.04 LEVEL 4-2ND FLOOR-POWER 1 2B 2 BDRM/2 BATH 1,500 1500 A2.04 LEVEL FOUR FLOOR PLAN A6.01 BUILDING SECTIONS LANDSCAPE DRAWINGS S504 POST TENSION TYPICAL DETAILS P2.02 LEVEL 2-COMM.RETAIL-PLUMBING E2.05 LEVEL 5-3RD FLOOR-POWER A2.05 LEVEL FIVE FLOOR PLAN A6.02 BUILDING SECTIONS L1 LANDSCAPE PLAN S505 SLAB TO COLUMN TYPICAL DETAILS P2.03 LEVEL 3-1ST FLOOR-PLUMBING E2.06 LEVEL 6-ROOF PLAN-ELECTRICAL 1 2C 2 BDRM/2e BATH/ 2,535 292 2827 Private Terrace A2.06 ROOF PLAN A6.03 BUILDING SECTIONS L2 LANDSCAPE&SCREENING S506 SLAB TO COLUMN TYPICAL DETAILS P2.04 LEVEL 4-2ND FLOOR-PLUMBING E4.00 ELECTRICAL RISER DIAGRAMS A7.01 WALL SECTIONS STRUCTURAL DRAWINGS S601 TYPICAL WOOD SECTIONS AND DETAILS P2.05 LEVEL 5-3RD FLOOR-PLUMBING E5.00 ELECTRICAL SCHEDULES 1 2D 2 BDRM/2 BATH 1,624 1624 A2.07 UNIT FLOOR PLANS SCALE: A2.08 UNIT FLOOR PLANS A7.02 WALL SECTIONS S101 COVERSHEET S602 TYPICAL WOOD DETAILS P2.06 ROOF PLAN-PLUMBING E5.01 ELECTRICAL SCHEDULES 5TH WOOD FLOOR RES 1 3B 2 BDRM/2 BATH 1,501 2915 1501 TOTAL UNITS 17,855 18822 1247 7988 45912 DATE w 10/24/2019 w \1 MININUM # OF BEDROOMS PER UNIT UNIT SIZE (MIN.) UNIT SIZE AVERAGE TOTAL UNITS % TOTAL = 1 BEDROOM UNITS = 0 NA NA 0 0% (J) 2 BEDROOM UNITS = 9 1230 SF 1699 SF 9 90% SHEET 3 BEDROOM UNITS = 1 2560 SF 2560 SF 1 10% w ' AO.01 REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS 0 U F H °zzx va° H qq¢ z wUwFaa �zo W a�wzw aw wwF oa6_0 wW0. zN (n �92°i �o�� a Fy00HQ,7N FO',Z>' rL'Uac4'�¢UqCG¢ F ¢ ¢ z L.L o¢F�u>�W z3 F�¢��o�pzz�zo > a x w Q a �opF�WQ�Fzaz v,a Ox a w¢ � Ua�QWQ�¢3�zvw A U O zw�zr0�zaa ww wti N zw� aryw�°uFOo OW F°U P]F L F a LL VQx�ah �OWq oou33�o 02/A5.02 a Lu v aoQ ® z wmuSv °wOz '�'sa °Fw�AF� Q�o¢a F o V^ Zo , U r qq ¢¢w w a o � WoN¢Q'wr� ,,^/ �i *0 UU 5>w4 0o5 122'-0" I 23'-0" U �2�oz<0.° o WW , oh n n n n n F��°cw.)OowgpU70 10-8 74-4 37-0 15-6 7-5 F� Q�zWW�a¢E;ao n �_ n i_ n �_ n �_ n n n u u n u n n n 101, 6 1 4 1 4 1 4 1 4 6 6 6 6 6 6 6 6 6 un 6" 21_611 6�_4" 6. " 3.0" 6'A" 6�_4�� 3�_0" 6.4 6'_4" 3.0" 6'_4" 6.4 3�_011 6'A" 6'_4" 2'-0" 6�_411 4' 6'-4" 2'-0" 6'-4" 6'-4" 2'-0° � o�� z U�z z � ca�¢zxoa�'� ° L �wqy v��j,a0ypuij W,�j WF r w„j��oQ�a Avi OW�U w F� RAMP RAMP IDN DN D F �w�ov�F op w aFQ'zWax En 02DIN , zdF�zxa° �U A213 � O �w�cl Qu ��Qax 1.0— — — — a o 0 o a ❑ — — — — — — — - p O 2 m N ° l0 9'-5" 6�_4 1 4 6.4�� 3�_0�� 6.4�� 1 4 6�_4�� 3�_0�� 6.4� VAT' 6'-4"I 3'-0" 6�_4�� 1 4 6'-10" 4"D.S., DRAIN TO 4"U.S., DRAIN TO SUBTERRANE W4 I — — — (REF.TO MEP)N (REF.TO MEP)N WROUGHT I 120 120 � IRON GUARDRAIL _ AND 36"H. - I � 75'-4" 36'-0" 6" tO HANDRAIL I � _ 1) . — I rl o — I - fV N I _ I I o STAIR I DN 10 W4 4" FLOOR N I DRAIN,TYP. RETAIS , 0 SPACE N � I O W ul - _ Q CDOO I p CDci r T l o N Q w ' CD 00 n - CD TERRACE #2 MECH. CHASE(ABOVE) FOR FUTURE TENANT (SLOPE TERRACE TO BUILD-OUT %D DRAIN PER STRUCTURAL I � DRAWINGS) Q O O 4"FLOLn OR QD O DRAIN,TYP. Q� 34'-4" 17'-6" 8 6'-6" 84" 52'-8" i° (1"THICK SCORED _ CONCRETE. G.C.TO op tO _ VERIFY FINISH WITH b ARCHITECT) O Q Z CONC. COLUMN FUTURE DOOR/ (REF.TO STRUCT.) _ H AT TENANT o11 120 N _� I Q REQUEST [ELEVATOR -gip o LOBBY 7 101 N [—+ u i\ o0 0o %D �4"FLOOR 4"D.S., DRAIN TO 4"D.S., DRAIN TO rTl PACKAGE DRO � I I SUBTERRANEAN SUBTERRANEAN DRAIN,TYP ® w (REF.TO MEP) (REF.TO MEP) 02/A6.01 MAILBOX UNIT — STAIR#1 — - - CID �© i� I n D D D D O '� o CD [V 1ZD SZD IZO I N op —� — — — — — — — — — — `° O RAMP th to i iD Co N iv TERRACE #1 6 — - - - - - � _ - �4SLOPE (1"THICK 0" 1'-7' TERRACE SCORED o TO DRAIN PER CONCRETE. G.C. p 0 �� STRUCTURAL 0 VERIFY FINISH C DRAWINGS WITH c 4"FLOOR ARCHITECT) 0 DRAIN,TYP. T (REF.TO ME - �ljso CD 0 iD 15o0 � I I us ARCHITECTS 4700 WESTGROVE DRIVE,STE.200 ADDISON,TX 75001 I PHONE: 72 333-9455 EMAIL:ralph@busharchitects.design EMAIL:jay@busharchitects.design EMAIL:butler@busharchitects.design PROJECT NO. 18-154 6" �6" 6" 6" 6" 6" 6" 6" 6" 6" 6..' 6" 6" 611, 6" 6" 6" 6" 6" 6" 6" 6" 6" ISSUE L O G 6'-4" 6'-4" 6'-4" 6'-4" 6'-4" 6'-4" 3'-8" 3'-4" 12'-5" 6'-4" 6'-4" 6'-4" 6'-4" 6'-4" 6'-4" 6" DATE DESCRIPTION 1'-0" 5" 1�-5 49'-6" 51� 19'-11" 14'-1" 5� 2'-0" 5" 37'-0" 5" 2'-0" 13'-6" 9'-5" 09/04/201 COMMENTS 10/24/201 PERMIT SET 1'-0" 122'-0" 23'-0" o _ z o 01/A5.01 z SCALE l� 0 1/811=11-011 o1 LEVEL TWO FLOOR PLAN - RETAIL/RESTAURANT m DATE A2.02 SCALE: 1/8"=1'-0" 10/24/2019 NORTH 0 SHEET w A2.02 REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS w J ti FxQ¢ S O�vF FFaQ°Q 1 wu F a -a zo Wawm�awYwww r^ oaWaz��°Fzzz z>°oo°a�o�ooa �cCOwa>FU¢C]°F F Q O O aFwow��uz3� O z'wFc7°z�o�zo O z,wxW��zz¢�w�m N zFx�y.a O�OF Ovi O NNZ ILL oQ�a¢z3�3°w �aoo 3 Lu r-I zwmuiz�zj'�xa o °FmQF�zQ�°Qm 02/A5.02 U xmoN°aoz=a ° Q W �x N¢°zr°aaoFo ® CFi o a �� W �uopxu>o WWF� 120 I-8 u U w°z°F°��zoxu Fw u°owz°°xo w zz� x�zFNz I n I " I , " 2 I n °W wpO vFiOQ m0 18-8 66-0 8-2 27-71/2 ��Uwuzom° W 2 7-0" 6'-8" 6'-8" 6-7 1/2I 2I-2I 7-0 1/2I 1-011 1'-011 0� o�a z a o Q tiu�_?z uw 6'-8" 2'-8" 6'-8" 7-0" w O,na¢SmwFvx 4" D.S., DRAIN TO SUBTERRANEAN x a a - a a.wxauS ¢�OF•F-1.aj 07 �Fa u ( . ) w A8.04 02 Pti �aQo0.°o}gF�az FE ® ® X TYP. A8.04 0.H. ° °ate A8.04 — — — — 0 4:12 4:12 4:12 JI o - o o - a o -I o - - - 108 108 108 108 108 BALCONY 33'-9 112' 2" 32'-0 1/2" IL I I 309 r � � SLOPE � L �) � I � SLOPE � � � 111 I �I I GREAT ROOM I - - - - - - ^ �) x�11 338 108 0 0 1 106 (WTYP. J105 W.H. ` 04 06 105 W.H. ° ° a II CLOSET A8.04 A8.04 CLOSET 703 STAIR #2 TYP. TYP. KITCHEN UNIT MASTER 337 X�II BEDROOM GREAT ROOM I I SUITE MASTER BEDROOM � 108 GREAT ROOM W3 304 W3 306 SUITE 322 W3 320 1 E I 1 302 324 W3 W4 W3 116 W5 OP I UNIT 108 I mi 110 W5 W3 W3 116 W3 I CLOSET UNIT O 1 a I 34 112 - BATH- - - - - - - - - - - O 1 116(UP) (DOWN) I I "' O339 W3 I1A W3 W3 ARDROBE W3 118 1 101 1 I 1 326 112 W3 W3 108 ^ w W3 112 1 O W3 116 O O 116 I 116 I O - - - =�n5 WARDROBE I O FT _ _ _ - - _ _ - _ FOYER 03 W4 110 - - - 116 110 308 1 ue �X� �X� 336 112 As.o4IA2.13 3 �� O O O 112 I 110 ❑❑ X 0� X O O W3 MASTER O O 1 A MASTE I Q W .. 1 BATH BATH I BATHBATH 1 KITCHEN 1 - - 111 BEDROOM TYP 108 W W o W3 KITCHEN 1� 305 W5 307 W5 I 116 325 �>- 323 CE 112 319 - - 340 JC W 7 W5 301 W3 O I W W3 I II W2 � � W2 _ o 0 0 _ 118 O O M CH. - - - � 1 0 �U O o 0 0 1 10 1 H co o 0 0 109 1 321 109 0 0�0 09 UOZ I i o o IV W2 HALLWAY W2 01 W5 W2 HALLWAY W2 491-7 6111 . HALLWAY 3421„ W5 CLOSET 34246'-3211211 0 40'-3" 2 2 W 335 02/A6.01 = I� — — — 1 L — BATH ^' �A W1 W2 W6 W2 342 — — — — — — — �� W6 W2 W2 116 I 116 — — — 02/A6.01 N N 0 334 O 108 o 1 _ _ O rTl - - - - W �Q - - - - - - - - - - - �n o 0 0 Q o 0 0 1 9 1 W3 W5 W — I I W2 W2 \ / I 1 116 1 W3 116 W3 c� 0 o 1 F 1 w3 I 1 \ / 1 w3 a MB 116 — Kft H N I /� _ �� — _�I 1 117 \1 1 \\ // I 5 116 WARDROBE W W3 BEDROOM 108 4r1A � 3 0 1— - - S I TEf� I O � 102 MECH. 1 O 01 n1l 344 X 332 / B4�TH— J� J B TH I � I WARDROB i ❑ N/3 X _ 1 15 / W 17 — 318 /1 / \ 1 MASTER W3 —� L— �X� — \�� / \ / , _ I 1 / \ I BATH 112 - - - - - - - - - J � _ Q 1101110 I � / \ 331 111 IL 108 1 LOBBY W5 W5 N W3 110 1 343 MECH. 110 3 M W3 UNIT W3 110 329 W3 o W3 - - -ELEVATOR F 1 110 MECH. 112 08 1 II i W3 112 X� 108 1 B IT31-2 2.13 - - - - 11 - - - - - KITCHEN � 1 - 1 ° 328 UNIT GREAT ROOM MASTER 1 1 0 � Fl� 0W3 BEDROOM SUITE I I — — I I MASTER I I 327 B GREAT ROOM 313 W3 316 I I 101 a l I W5 SUITE ° 1 D 311 W3 �I I I 330 W3 X I 108 11 sh CLOSET 117 1 1 (DOWN I 1-1—T I I I I - - - 314 I I o I I V'V3 - - STAIR #1 11 ARCHITECTS Og 4700 WESTGROVE DRIVE,STE.200 N 04 .--i 1 1 ADDISON,TX 75001 107 A8.04 PHONE: N,TX 3-9455 75001 A8.05 107 — — 107 1 1 1 1 107 116 EMAIL:ralphE:972-rchitects.design TYP. 108 108 TY 108 108 108 - MAIL:EMAI alph@bjay@busharch itects.desin CD EMAIL:butler@busharchiteds.design ,--I 1 I PROJECT N0777 . 18-154 N ISSUE LOG J4" D.S., DRAIN TO DATE DESCRIPTION ` 1 02 09/04/2019 COMMENTS — — — — SUBTERRANEAN A8.04 10/24/2019 PERMIT SET 1'-0" (REF. TO MEP) Sim. z 2'-211 3'-6" 71-8" 4'-OIL Q C7 J d 8" 50'-0" 19'-0" 51'-0" (7 z 120'-8" 1 0 SCALE o 3/16"=1'-0" ® a 4,11 m I 01/A5.01 0 DATE ui 10/24/2019 w of LEVEL THREE - BUILDING PLAN A2.03 SCALE: 3/16"=1'-0" = SHEET w A2 .03 11 1L__ REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS w J ti FxQ¢ S O�vF FFaQ°Q 1 wu F a -a zo Wawm�awYwww r^ oaRaz��°Fzzz z>°oo^F°a�o�o�a F Q O O aFwow��3z3� O z'wFc7°z�o�zo LALI �oazz,Zwo `°�°z °F O z,wxW��zz¢�w�m N zFx�y.a O�OF Ovi LL oQ�a¢z3�3°w �aoo 3 WzwaF odQxa TI F F m Q F z Q U o Q m 02/A5.02 v Q W Zx N¢°z}°aaoo /1 Z.p ® 1 11 O U m 120-8 ^W/ az�xz x Y u v. Fw u°owz°°xo .I wz� ;m�zFNz 18-8 66-0 36-0 o�ao 3oPFz�� 1 n 1 n I n W�'�Op vFi ijo�w0 O w Ovi°m°¢OUwz° w zu 33'-9111 211 32'-0111 211 0� oazaoQti _?w 2 2 81.211 27-71/2" w rrO�aw�UF�F a 4" D.S. DRAIN TO 07 4" D.S. DRAIN TO �IW Fc.w KKrrj�Q°wxa� V "�`"c>Jzwd zQaOm[ 03 SUBTERRANEAN A8.o4 SUBTERRANEAN x z F W Y w d z � zo��Fa z � SIM. A8.05 P a z<°3Q zap (REF. TO MEP) (RE_F TO MEP) 02 a o _ A8.04 wa O.H. U xHzw°"d° °z¢N F QuQu Q° - - ° - � - ° - 0 0 10 0 0 0 0 0 W.H. = --- 108 W3 108 108 108 o BALCONY CLOSET I 112 07TA__1 ITY O 409 01 I O 3 LL_ A8.04 �W>5 ° � 112 O - - - - - - - \/ MASTER L J MASTER MASTER 108 1 W3 BATH MASTER I I /\ I 3 SUITE SUITE LIVING ROOM W5 D 116 439 O SUITE I 1 106 I 406 424 419 I 438 STAIR #2 I I I W3 1 108 1 I I LIVING ROOM W3 112 W3 112 UNIT 1 402 I�X o 0 0>. ARDROBE IIL o 0 440 MECH. 110 o I II II ❑ o 0 I I II � � 437 W5 1E 112 108 1 'moo UNIT 11� 1 W3 UNIT O M 1I� 112 W5 W3 W3 W3 O W3 W3 KITCHEN o, (UP) (DOWN) I 2A 401LLJ M — — 112 1 2 C BATH W3 I I O 3 112 W3 I I 116 442 W3 I O O W3 1 101 I I O W3 O PWDR W3 O W3 W5 [F@'�_<�W/ ARDROBE 1 1 116 LANDING 404 — — � 04 — — —— 116 MASTER 408 I O — — 4 112 W4 1-16 1 W DROBE - - 36 O �{ W W k A2.13 LU BATH 112 112 P DR 116 �r - - I - - -�— - - �_ v� � � o 112 W3 W3 — — O 407 O 1 26 MASTER W3 42 1 I X �0 X STORAGE I BATH — — BEDROOM 108 W W A c� W3 W2 403 111 W5 KITCHEN — — — �w 441 — — 1 I W3 425 W — — 09 UTILIT W3 1 418 116 STORAGE W3 0 110 O o A8.04 W3 z U O ^ Z w U = TYP. \ � I O MECH. 110 Q o Q 42240 Z O N = I X - - — 109 O 1 O \ o — — — — 421 109 — OO Oo OO — — — 0 443 1 0 u H O = oz o W6 HALLWAY WZ W6 02 I W2 HALLWAY WZ WZ HALLWAY W2 O CLOSET N 6'-211 444 46'-3111 A2.03 211 I 444 40'-311 444 2" g1_�111 W5 435 02/A6.01 BATH 108 1 02/A6.01 W2 N ♦ 116 cV o ic� a o 0 0 _ — 1 g - - - - - 1 - - - - - - - - - - 116 1 116 W3 116 O O O Q o 0 o I W2 \ / I u O 0 116 1 \ / I W3 1 W3 0u 116 KITCHEN MASTER \ / I WARDROBE W3 Q 409 W3 BATH 110 11 102 MECH. \X/ 116 432 W 112 108 4.r,4 1 BATH 416 1 1 O 446 / \ I O BEDROOM X X 111 414 W3 WARDROBE 11 W 0 / \ I W3 0 O 111 433 —� — — O 116 417 I / \ 1 MASTER 112 O O - - - - - - - - - O 1 112 1 IN BBY / \ I BATH 01 W3 I W3 431 108 �N W5 W5 II 112 W3 11 1 MECH. 110 W3 M UNIT W3 W3 O I O110 429 + 11N W5 W3 O1 I ELEVATORZD — — — N 2 110 MECH. 112 I I W3 112 1 I I 108 1 I I x� I I O 411 O9 I O0 11 UNITLIVINGLIVING ROOM W3 MASTER A2.13 I _ _ — — — — — — I MASTER ° O ROOM o KITCHEN 410 — — BEDROOM SUITE I 1 SUITE 428 412 W3 415 1 1 101 � I I 1 1 2 D W3 w I I W5 430 W3 I 108 O 117 03 N/2 (DOWN) I — U A8.05 I - - I �V3 - - ARCHITECTS 04 413 SIM. I _ j STAIR #1 4700 WESTGROVE DRIVE,STE.200 08 ADDISOA8.05 107 — — 107 107 I I — 7 I 107 16 A8.04 PHONE:9n72 333-9455 EMAIL:ralph@busharchitects.design SIM. I I 108 108 TYP. 108 108 108 I EMAIL:jay@busharchitects.design 1 EMAIL:butler@busharchiteds.design CD al I — — — — — ( 1 PROJECT NO. 18-154 ISSUE LOG A 4" D.S., DRAIN TO 02 DATE DESCRIPTION A8.04 09/04/201 COMMENTS _ _ _ _ _ _ _ _ T _ SUBTERRANEAN SIM. 10/24/2019 PERMIT SET 1'-011 (REF. TO MEP) 2'-211 3'-6" T-8" 41-8" Z C7 Q J 8 50'-0" 19'-01, 51'-0" I 120'-8" SCALE 3/16"=11-0" 01/A5.01 411 m DATE 01 LEVEL FOUR - BUILDING PLAN 10/24/2019 SHEET A2.04 SCALE: 3/16"=V-0" U- 0 w A2 .04 REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS w J U F H °zzx va° H qq¢ z wUwFaa �zo W a�wzw aw wwF oa6_0 wW0. zN V) °U�Aoa uO a Fy00H¢,7N FO',Z ' rL'Uac4'�¢UqCG¢ F a O w O v z Z O F / °xz0 ¢ ¢ z L.L o¢F�u>�W z3 F�¢� o�pzo�zo a x w¢ a �opF�WQ�Fzaz v,a Ox a w¢ UaQWQ�¢3zvw O zw�zr0�zac.w -w wti N uFOo 02/A5.02 q LL z x3W ooU 3�N 4Q 10 [ vTm¢F ww¢ x , D q ¢¢F o 122 -0�i V, WOWovw¢Azwr� �ZO w. " Q U� "=U0 °oQ°�1 -4 zu¢181_811 661_011 361_011 a z�33'-9 1 2" 32'-0 1/2" 2'-2" _4 11_41 -4 - -4 11_411 -4 2 -1 Q W F a¢p a o x �o / 6' �� 6' 1� 3' 0�� 6' �� 6' �� r 0�� w z ��a z�N z �80 vi U��O�¢i ' 4" D.S., DRAIN TO q �zWzu4 02 I SUBTERRANEAN q ¢ 00¢ ; x (~ ZaOC7zawgQ A8.04 x Hawa Wx¢Q'w' 42 HT. OPEN 42 HT. OPEN 42 HT. OPEN 42 HT. OPEN w, w F F w a w A8.04 OA OA 1 (REF. TO MEP) ---__ � �WUz�F�z��O F O.H. RAILING, TYP. RAILING, TYP. T11 RAILING, TYP. RAILING, TYP..- H ¢1IU ,N — — — — — — — — — —— ————————— — — — — — —— ———— — —— — — — — — — — 1 1 w ; a¢" D. ., D IN TO � " D.S., RAI TO --z—a - %n 4:12 4:12 4: 12 I 4:12 1 I RSUBTERRANEAN ,—I N ( I I (REF. 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I I o 0 W3 �/3 i SLOPE LOP SL PE I I M T' UNIT II ii2 ' II O M II 1 I ' W5 B 3 B 112 W2 I ELEVATOR 110 MECH. O 10 1 i = � N 10 _ 510 MASTER A2.13 LIVING ROOM W3 BEDROOM SUITE ---- ----- 514 1 509 511 W3 101 a z i i i i i I I O Luu W3 0 17 i (DOWN) CBU 03 04 A8.05 STAIR #1 ' 1 A8.05 512 SIM. 4:12sh � I i ® I I ICK BEL W CRI KET EL u SIM. 107 107 - 107 1 I 2" HT. PEN 42" T. 0 EN 2" H . OPEN 42' HT. PEN I o 1 I I ING P. RA I IN G P. ILIN TY LING TYP. ARCHITECTS 1 —' 4700 WESTGROVE DRIVE,STE.200 1 L —— — — — — — — — — — — M --------- � --------- ADDISON,TX 75001 --- 1 , EMAIL PHONE:a ph@b sharchitects.design fV --__ _ _ 1 EMAIL:jay@busharchitects.design 1 T EMAIL:butler@busharchitects.design 1 ' A 0 O A i N PROJECT NO. 18-154 I � ------ ------------T- ---------- -' ;-I ISSUE LOG DATE DESCRIPTION I 09/04/201 COMMENTS 10/24/201S PERMIT SET 8" 51_8" 7'-8" ' 5'-8" 2'-4" / / 3'-0" / 1 - 6 -3 1/2 2'-10" 6'-3 1 2" 6'-4 1 2" 6'-4 1 2" ' " 50 -0 19 -0 14-10 361-211 1 122'-0" (D SCALE 4 3/16 1 01/A5.01 rr-1 m DATE '01 LEVEL FIVE BUILDING PLAN 10/24/2019 w A SCALE: 3 16 =1 —0 U- SHEET w A2.05 REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS > w J Ip 100 x NOTES: EALANT Q 30"X30"-LBS.LEAD SHEET,PRIMED 4 w x�x U 1.THE DRAWING IS GENERAL INSTALLATION ONLY. 1 O\i 1 n AND DFORMED TO THE INSIDE OF THE zRAIN BOWL SET IN A LAYER OF H F m¢°a a a F z COUNTER FLASHING 1 1 1 PLASTIC CEMENT ON TOP OF THE BASE w z a¢ ¢w 2.MATCH THE EXISTING SCUPPER INSTALLATION F. z z z v a z 0 ( I' ) w °a"ovomwvw' ,,, o`wn¢ ROOF NOTES CONFIGURATION AT EXTERIOR WALLS. INTER-PLY SYSTEM. PARAPET WALL SHEET METAL SCUPPER 0 WELDED-SECURED U 4 A q¢ o a w CLAMPING RING INSTALLED OVER APPROVED SEALANT-7TO WALL ADDEKROPT.N BLOCKING THE STRIPPED IN ROOF DRAIN BASE/INTER-PLY,FULLY W o z a m 1. ALL DETAILS RELATING TO THE ROOFING SYSTEM METAL FLANGES _ (PLIES,LEAD,PLIES AND CAP ADHERED BEYOND THE o a o o o�x r SHEET)AND TIGHTENED. UNDERLAYMENT A MIN.OF 3". �� H z z x v a a 2 U�qq x F REGARDLESS AS TO HOW THEY MAY BE INDICATED I NOTES: CAP SHEET SURFACING °w O z¢u x a a o 0 PARADIENE 20(FULLY ADHERE) I STRIPPING/BACKER PLY, ON THESE CONTRACT DOCUMENTS, MUST BE FIELD VERIFY OVERFLOW SCUPPER ADHERED TO THE STRIP PING H w 1z FULLY ADHERED BEYOND H O w 7 w z 3� PLIES AND THE INTER-PLY O¢¢ U> a APPROVED BY THE ROOFING MANUFACTURER SO PARAPRO FLASHING MEMBRANE _ I LOCATION AND COORDINATE OPENING SYSTEM. nnnnnnnna THE UNDERLAYMENT �z a a a FULLY ADHERE) 11111 II II II II II III A MIN.OF 3". W (torch apply) WALL DIMENSIONS WITH ARCHITECT. 3 °E x z q�F-z a¢ 00 //�; /411111 11 11 11 11 11111d\ a D, yagQ Qpzo5a�q AS TO OBTAIN THE REQUIRED GUARANTEE AS OVERLAP AS REQ.'D BY ROOF MANUF. I OPENING LlLwuuuuu �a w w W4¢3 z x w w MEMBRANE FLASHING SHEET ADHERED I _ _ _ s z w w m a a 0.w w INDICATED IN THE PROJECT MANUAL. TO BACKER,MOP OR COLD-APPLIED I N o o 0 o w¢ ¢p DISCREPANCIES SHALL NOT BE CAUSE FOR - - F q w a]w LL Qxaao�3�g3q� ROOF PER SPECS. '�N ------ 0 5 a a a y a MODIFICATIONS TO THE CONTRACT SUM. -------- ------------ _ ° a¢¢¢° BASE SHEET,INSTALLED w z w x U o= x d VER THE ION 2. �i4PERED INSULATION TO BE LOCATED & PTIONAL WOOD BLOCKING I iv OCOVER BOARD OR ROOF o q W D w¢ a] ROOF LINE "w q q F P]¢�m Q¢W�¢py F o i SUBSTRATE. I/1 U o W g Q o a z INSTALLED FOR EFFICIENT ROOF SURFACE V) z u " w DRAINAGE OF ROOF THROUGH-PARAPET SCUPPERS CONDUCTOR HEAD/LEADER ~� W o 6 a'z r z w UE 5 w AND THROUGH-PARAPET OVERFLOW SCUPPERS HEAD PER MANUFACTURER U p o o p a°� AND AT ALL ROOF EQUIP AND MEP CURBS, ROOF x q DRAINS, ROOF OVERFLOW DRAINS AND ROOF ° °° ° q° 04 SECTION THRU SCUPPER o3 WATER OUTLET SCUPPER ELEVATION o4 ROOF DRAIN— TYPICAL o�°�i- Q °W�6" Fl+F,�UU.a o.2-5y'uzu,=,z , SCUTTLES. INSULATIONS BOARD CRICKETS & „ „ A2.06 SCALE: 1"=1'-0" A2.06 SCALE: 1 =1 —0 A2.06 SCALE: 1 1/2"=1 —0 U SADDLE SLOPES ARE TO MEET ROOFING SYSTEM x W F F F Q A A MANUFACTURERS STANDARDS FOR EXTENT, xzo � a �° u SLOPES & CONFIGURATIONS. m W x a � vF'a¢.Oz.iUq� Fa H a u¢wfaOc7 -'wc7 r� OtiO gOaw .'>'Oi--q ax 3. INDICATES SLOPE OF ROOF.. U x �Zwoa¢o ¢� 4. ROOF TOP EQUIPMENT CURBS AND ROOF SCUTTLE CURBS FURNISHED & INSTALLED BY GC, ARE TO BEAR DIRECTLY ON ROOF STRUCTURE. DO NOT BEAR ON ROOF DECK. ROOF TOP EQUIPMENT MUST 01 . — ——— --_-------------------------------__ __------------------------------ --- 1 SIT LEVEL. ————— —————— Azos 1 5. ALL PIPES, CONDUITS, JUNCTION BOXES, DISCONNECTS, EXPOSED STEEL, UNPAINTED SHEET ; METAL. FLASHING, ROOF SCUTTLE CURBS, ETC. ; I 4:12 4:12 4:12 ' 1 ABOVE ROOF ARE TO BE THREE (3) COAT PAINTED. 3"OVERFLODRAW TYP. 1 w o w 'COLOR(S) TO BE SELECTED BY ARCHITECT. I I ----------------------------------------------------------------;— 3' DRAINBELOW, P. 00 0 ; �w LL d LL 1 6. ROOFING SYSTEM - REFER TO SPECIFICATIONS I I ; 0 0= 1 FOR BASE BID & ALTERNATE ROOFING MATERIAL, ROOFING TYPE & PRICING INFORMATION. ; I PRIV TE ERRA E v CONC.P ER&ON PRIVATE _-ERRkE ; I ' 1 PEDESTALS OVER TPO PEDESTALS OVER TPO1 7. ALL ROOF PENETRATIONS, ROOF FLASHINGS AND I ® I ROOFING MEMBRANE OVER -ROOFING MEMBRANE O ER ; ADDED ROOF TOP EQUIPMENT SERVICE PATHWAYS 4:12 ; R-25 OLYINSULATION- N ULATIO R-2 POLY IN ULATIO I BOAR OVER BOA D OVER PLYWO REQUIRED AS PART OF THE INTERIOR FINISH OUT I DECKIJLYWOO� G DECKING CONTRACT, ARE TO BE PERFORMED BY THE I OWNER'S/LANDLORD'S ROOFING CONTRACTOR. I `--r-----------------------------------------------------------------------}� FINISH-OUT CONTRACTOR TO ARRANGE AND ; COORDINATE ROOFING PENETRATIONS, FLASHING AND PATHWAYS WORK. IN NO CASE WILL UNAUTHORIZED ROOFING PENETRATION, FLASHING OR PATHWAY WORK BE PERMITTED BY 4:12 ® I I Q I ; I THE FINISH-OUT CONTRACTOR OR HIS I I Q; Z SUBCONTRACTORS.= I I I I I O 8. PROVIDE ROOF TOP SINGLE PENETRATION I I I I I �^ 0 U Z CONDUIT/PIPE BOOTS & CLUSTER PENETRATION MEP CURBS. ; I ; 4:12 4:12 4 9. PROVIDE HVAC UNIT GUARDRAILS WHERE I I I I I u BUILDING PARAPETS ARE LESS THAN 42" HIGH & I ; HVAC UNITS ARE LESS THAN 10'-0" FROM PARAPETS. I I --------------------------------------------------------------------------- III W I ; I VENT SHAFT r —— REF. MEP 10. ALL ROOFING CHANGES & PENETRATIONS ARE TO BE PERFORMED IN ACCORDANCE WITH APPROVED ROOFING MANUFACTURERS ROOFING DETAILS FOR I I I THE ROOFING SYSTEM(S) INSTALLED. ------ ------ ---------------- --------�- 1 LL — 1 4:12 6"GUTTER I 1 1 11. DO NOT SCALE DRAWINGS: IF DIMENSIONS ARE IN r QUESTION, THE CONTRACTOR SHALL BE 1 I \\ /� ; ; I 0o 1 g RESPONSIBLE FOR OBTAINING CLARIFICATIONS I I ' u- FROM THE ARCHITECT. THE CONTRACTOR IS TO I ' I \ I I I a r——1 r——;1 ; o CO MUN TY T RRA E o 1 ---------------------------------------------------------------------------------- — I 1 11 1 a NOTIFY ARCHITECT IN WRITING OF SUCH I -------------------� ; I \ I l APPARENT DIMENSION QUESTIONS & REQUEST I \ ; CLARIFICATION FROM THE ARCHITECT. NO c I I I . I '� 3"OVERFL � 0 I L--- l-- I -- I ' INBEL W,TYP: ' ADDITIONAL COSTS OR DELAYS IN SCHEDULE WILL I I I J L U BE ACCEPTED DUE TO CONTRACTOR'S A o A o A o _� MISINTERPRETATIONS & FAILURES TO REQUEST C U- C w C U- C C I I _________ 1 1 CLARIFICATION OF DIMENSION REQUEST. aLu I I MUA PLATFORM i 1 RAIN E ow, ; d TPO ROOFING MEMBRANE A In A 1 I I OVER R 25 POLY I I 1 1 C O C INSULATION BOARD DEC OVER GO 0 U' c- I I ING L J 1 ' CONC.PAVE 1 Bush LL PEDESTALS 0 ER TPO In 0 1 1 ROOFIN MEMB NE OVE A LL A 0 A LL INSULATION ; ARCH I T E C T S C 0 r O I VER 4700 WESTGROVE DRIVE,STE.200 C MECHANICAL WELL 1. ; I I ; BOAR DECKING WOOD o 1 ADDISON,TX 75001 0 1 PHONE:972-333-9455 TPO ROOFING I u I EMAIL:ralph@busharchitects.design MEMBRANE OVER ' a EMAIL:jay@busharchitects.design WATER OUTLET SCUPPER ' EMAIL:butler@busharchitects.design R-25 POLY INSULATION BOARD i I 6'-0"HIGH PARAPET WALL w W 1 PROJECT N0. 18-154 OVER PLYWOOD ' IPRE-FINISHED ' ' a a ' ISSUE T T METAL COPING,TYP. I 1 Ln ' IS S lJ E LOG' DECKING ; I ; ' - � N ' i 00 00 i DATE DESCRIPTION ' I 4.12 CRICK BELOW CRICKET BELOW , 09/04/201 COMMENTS ® 10/24/2019 PERMIT SET 1 � Rf -------------- I- I 1 � I I ' 3" OVERFLOW DRAIN,TYP. T-0" HIGH PARAPET WALL 3"DRAIN,TYP. 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METAL , O O O 118 Lu ~ RAILING RAILING RAILING ^ x po po po 09 m "' LAV ^I �CHAS� M SHOWER Z � 8'-61/2" 8r_6" 1'-72rr T-8" T-21/2" 8r_6" 4 1'-72rr 6'-101/2" 7r_6" 2'-12rr �j O U z C 22'-4" 29'-10" 1 1 52'-2" T-2" 15'-5" T-0" 5'-6" 5'-4" 7-4" 6'-6" F� 18'-7" 27'-8" F T 1 6'-2" 46-3 1/2" 211 F—�--i 02 LEVEL THREE - UNIT 1B-HC ACCESSIBLE FLOOR PLAN o1 LEVEL THREE - UNIT 1A FLOOR PLAN A2.07 SCALE: 1/4"=1'-0" A2.07 SCALE: 1/4"=1'-0" Bush ARCHITECTS 4700 WESTGROVE DRIVE,STE.200 ADDISON,TX 75001 PHONE:972-333-9455 EMAIL:ralph@busharchitects.design EMAIL:jay@busharchitects.design EMAIL:butler@busharchitects.design PROJECT NO. 18-154 ISSUE LOG DATE DESCRIPTION 09/04/2019 COMMENTS 10/24/2019 PERMIT SET ©© emu SCALE 1/4"=1'-0" � DATE 10/24/2019 O i SHEET KEYPLAN - LEVEL THREE LL A2.07 SCALE: 1/32"=1'-O" Z REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS Ua -" x c:W a aU' F z3zF W U{v F C- W W y z W W Y W z Z F m r-F.�m Z pOw W O�U z-cop luo�a <a Z w a}0_a V F oF�azzy�,zpxW 2" 2„ ozxo� �oo 40'-3„ od� � iv-v °E]k LuQo 1„ aoazzzQ- c q 32-02 8'-2" oFwox�aya ay c I / I0 1vaQWp¢3z¢x V \ I V UV r•' 41„ 1-0 4„ 4, 1-0 2„ FW �a°�°F�v 2 6-8 6-8 2-0 6-8 6-10 6-3 1-11 i o O x m U N N w Z 2X10WALL O UWoom�Q aao 1RIod��acc� 3 ROOF BELOW ROOF BELOW SEAT LV z m a F F o a Q o LAV rt - - - - - - �^ uY'mpvFiy¢¢rvv�ao: 36"X 50" W.I.C. `�' D 112 ,11N Fw azY �accf �z�o .� CARPET W N x WC — U 9-0 3-0 12'-4" 3-6 2-4 3-2 1 3-4 5-0 3-4 N — u G a,Q Q I-¢a W 6-4 H °� a yoFaopp) z U O V m U W F BATH 42 HT. 42 HT. - 42" HT. 42" HT. a d o 116 — — — — — DATITh! 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COUNTER TOP 0 j /\� 108 I 116 112 HALL 2„ I of ;� — 2' 8" 2X 6 WALL 5 SH — — — — — J 2X6 WALL _ — — — 116 v OF 7 - I N INI I Q cp 110 V O REF W 107 cn _ ,,, 116 Cn "' A S T � I TD SINK DW 108 108 108 108 1os MBATHR Q BATH � I > Q w 116 580WER N (Wic _ KITCHEN 42" H. METAL co TUB X6X ^ RAILING112 42" RANGE Z Z O U we vN MECH. I z w 42" H. METAL 109 O O O J I� O RAILING 2X6 WALL 11" „ „ „ 5'-101" 5'-101" 5'-101" 5'-101„ F- 7-7 7-6 6-3 2 11 2 2 11 2 11 6'-3" 3'-4" 12'-0" 5,_6" 2'-112„16-0" 36-0" 23'-92" 16'-52" r T l 521-011 2` 40'-3" 211 02 LEVEL THREE - UNIT 1D FLOOR PLAN 01 LEVEL THREE - UNIT 1C FLOOR PLAN A2.08 SCALE: 1/4"=1'-0" A2.08 SCALE: 1/4"=1'-0" Bush ARCHITECTS 4700 WESTGROVE DRIVE,STE.200 ADDISON,TX 75001 PHONE:972-333-9455 EMAIL:ralph@busharchitects.design EMAIL:jay@busharchitects.design EMAIL:butler@busharchitects.design PROJECT NO. 18-154 ISSUE LOG DATE DESCRIPTION 09/04/2019 COMMENTS 10/24/2019 PERMIT SET 1 SCALE 1/4"=1'-0„ � z DATE 10/24/2019 0 i SHEET KEY PLAN - LEVEL THREE u- AZ.OB SCALE: 1 32 =1 —0 '—' REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS z Ua -" x F x Q F z3zF w FFa4�QwL � -.z^J U F w LLJ W W m W Y W w z F �,/J UvooQ`�Fwo°raya z°oo^F°¢�o�c�a <a Z wz a}0_d° F ofzzz z "z° 52'-7111 a�wow��3a� 2 oddz�>zoFw a LLJ Fzw� 7°acz 2" 2" mr��O Q20�x vwi❑ Y d C N a d w w F W 5'-6" 7'-8" 5'-6" 18'-8" 18'-7" 15'-2" z x Fww w a W a w o x o z w W A A - V-2" 111 °oo°�m�uQWz 0 11-911 31-411 31-411 31-411 31-411 21-5" 31-811 71-811 71-^III 21_111 71-811 5-5� O 77 .J ..7 J J CJ CJ ..7 C7 2" H WROUGHT IRON RAILING LI J 00 � F w Q a F o Q F a 5 m o U aQFtioaoz=n, o 2 _ a a �B o �B B �B Fw��zQwcudzz 33'-9 ry - - — - - - - E� �Ymd��Q¢w°pQm 4:12 ,^ ROOF BELOW 1 111 (V Val ~ oQzY�¢W�� ,--I vex'- dz}�-aao= LIP 3-8 7-8 9-4 7-8 5-52 z o o Q Q w° W F Cn � ' U m¢^opz��c��o _ W W 'wSw NQ¢�vFiYQUw _ 16" p p 611 3080SR0�� 112 = ..I.I'. -1 o � O O, 1 " Ln 1 " J I 11 16'-3" 1 11 �1 > c ( 11 �k 7h 9-2 cn 4-0 cn 4-6 1-8 a�5UWgoaoz�� C 811 ono °U...... oazWoQ�w �F N a ND Faw�zaNzQw�,� >; 11 I 11 I 11 1 11 I 11 - i--I F Q U F Y W 10 8-0 1011 = 8-8 15-9 18-0 10 X Q�'YZQLwQzz�F CHASYs 0. moq�0.00agWmaQ 106 J F Qm°Q�°�wdcm 18'-3" 2'-4" 3'-811 2' 4" 15'-211 I 1 1 0 In E Lu p p a CD 1 00 bo 10" 10" 4'-0" 4'-0" 8'-8" 6'-3" 5'-411 4'- 9'-0" 4'-811 4' 4" 2 M 112 I I�/\ m 112 T-8" 2'-9" — - - 1R1S- - - — 1R1S— 116 LAV 42" H. HALF WALL = W/ MILLWORK 1 7 LAV N _ WC I MDP CAP E O �, T REF o , 112 (DOWN) J �' L ['�-�6- I N WC 18 I 1_411 1-7 Q 6' 2" T-10" 21_611 41_0" 31_2" 31_811 81_011 j 16 I �1R1S 116 WC r1jx op r17 u:::- 17op 36"X 60" 15I5 SH — 16 _ I Ln o14 Q _ �13� o �� °° 112 I N IRIS SHOWER 13 6'X 60" X co G0 112 i� - — I -j CCD opn 15 12 0 110 116 - `�' r "' 36" H. OPEN 14 — — — I \ / o RAILING 13 — — x 58"X 64" — 111 "' SHOWER 1R1S 12 44 CF�E 102 116 WC 18 IS RS I Q H r, CLA� 17 RE DS co TUB 1 2 3 4 5 6 7 8 9 10 11 5 SH SOWER \ / D W _ ,,, / \ C\ ,E — LAV O X WALL ;.., � F� 1 2 '� 1O 8 1 2 3 4 5 6 8 9 10 11 1R1S O � z 5'-10" T-2" 9'-01, 11'-91, 4'-0" 3'-8" 3'-8" 10'-9" n U 3'-211 6'-511 6'-0" 12'-4" T-4" 7'-411 5'-4" 10' I� 0 O W 02 LEVEL FIVE - UNIT 2A SECOND FLOOR PLAN A2.o9 SCALE: 1/4"=1'-0" 01 LEVEL FOUR - UNIT 2A FIRST FLOOR PLAN A2.09 SCALE: 1/4"=1'-0" Bush ARCHITECTS 4700 WESTGROVE DRIVE,STE.200 ADDISON,TX 75001 PHONE:972-333-9455 EMAIL:ralph@busharchitects.design EMAIL:jay@busharchitects.design EMAIL:butler@busharchitects.design PROJECT NO. 18-154 ISSUE LOG DATE DESCRIPTION 09/04/2019 COMMENTS 10/24/2019 PERMIT SET / q ® SCALE 1/411=1'-011 pm ® z a DATE 10/24/2019 O KEY PLAN - LEVEL FIVE KEY PLAN - LEVEL FOUR uj SHEET SCALE: 1/32"=1'-0" SCALE: 1/32"=1'-0" A2.09 REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS z Ua -" xF x Q F z3zF w U{v F C- W W w z W W Y W z Z F z°oo^F°¢�o�c�a < p w a r 0—Q U p F O a¢F U>z 0 Fw 3 c W zwF zp �z0 O wzwxW��zz¢�w�y O N ozF�owW�uFco LL F°oowx u�'Q z aoc 3 W `� z �cot:,u a�,H o�,muiCzw'z,c'�F.= U FwN�Qz}°�az Vl H �S��UjwCF¢OWc U m¢^cpz�F ��o wE V;,2E-zFxu 'x C Q a' L" 14'-1" -• -L - --L L'-lU" x 5>o�°° ° �o F c- " H. WROUGHT 2" H. WROUGHT � y�OUw O'�Oce zv`"i IRON RAILING 0. oaza�a�WFNx Qzo""2,°,mQz zawaxwxQQQP.a; IRON RAILING ��xaa��Q�aQ�y ° 3'-82„ 7' 4'-72„ 4_p1 7'-8" 3'-8" 6'-3" O 1'-1 l" z F 3 Q W J�WO WN F CCJJ 02 a F'Y � �' a1.7UQFw"xQ°�QU 7V B 4:12 I a�o��a �aQoai°r ~wax ROOF BELOW � O F�a�VUm 0 QI T-81 2'_81 6-71 - I 2 T-8" 2 2 7-8" T-6" En o p _ i0 W IRIS 112 `o 14'-1" 4'-4- 14'-7" l.o �m (REFER TO ROOF PLAN YIw FOR ROOFING INFORMATION wl- `n pp u, U co I � 10 16'-0" 16'-02" 1 IN6. I N 1 Lf 1 1 o I o N 00 1 n IRIS 18 RISERS 1 17 TREADS co 2 (UP) 1 IM � - 3 2 811 36" H. OPEN 2'-72" 4'-�� 7-5�� 11-5-4-10 2-8 111 3'-2' 4 3-6„ RAILING 3 Ll _ �N 112 4 0 5 0 6 00 7 1R1 I u I L" 6- - = ICD 7 —co 1 2 ,� 9 i LAV � Ln 112 101 8op < H 31080 ACH � 10 1 M c — 9 \ / = 5 SH I 11 1 '� LAV '-' 1 W X 1-8 11'-10 " 10" 44 2HAS `V 12 1 4-6 -10 4-0 -10" 4-2 _ 2 4'-0"11 42" H. HALF WALL � WC — — 12 Z O O W/ MILLWORK 13 1 M 116 M 36" HT. BAR TOP w Ln iO MDP CAP 14 I ¢ F_ — — —2X6 HALF WALL — — — — — — 13 O 16 116 12" DEEP 15 I � I 112 � -- — F - - - T 00 14 ct DO CABINETS ABV. 1 `" 116 _ I N \/ e e \/ U Z LAV 16 TUB ' ' 1 /\ /\ - - 15 OO 16 H ¢ 36"X 60" WC TD SINK pW [� 17 — — \ / 36" H. 18 I a — — — 17 1 \ / COUNTERTOP - � Ln 58"X 64" _ _ _ 18 N I -4 \ / .� x SHOWERISE 116 X 177 TREADS 1 ^ N LAV o Cc 42" RANGE / \ WC SHOWER En //CHASE\\ � 1 110 _ O O REF N � 1R1 7" log O on 5 SH I I 21'-32" 4'-8" 5'-8" T-8" 4'-2" 15'-9" 4'-4" 7 4' TA" T-0" 4'-3" 20'-2" 20'-l" 18'-11" 21'-32" 2" 40'-3" 2" 2" 40'-3" 2" 71 o3 LEVEL FIVE - UNIT 2C SECOND FLOOR PLAN o2 LEVEL FOUR - UNIT 2C FIRST FLOOR PLAN A2.10 SCALE: 1/4"=1'-0" A2.10 SCALE: 1/4"=1'-0" Bush ARCHITECTS 4700 WESTGROVE DRIVE,STE.200 ADDISON,TX 75001 PHONE:972-333-9455 EMAIL:ralph@busharchitects.design EMAIL:jay@busharchitects.design EMAIL:butler@busharchitects.design PROJECT NO. 18-154 ISSUE LOG DATE DESCRIPTION 09/04/2019 COMMENTS 10/24/2019 PERMIT SET Fd MOM SCALE 1/4"=1'-0" z DATE iCL 10/24/2019 O KEY PLAN - LEVEL FIVE KEY PLAN - LEVEL FOUR LL SHEET SCALE: 1 32 =1 —0 SCALE: 1 32 =1 —0 A2. 10 REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS z Ua -" F z3z - W 3 LU 27-74" 2" 27'-114" 2" L/) 13'-51 I� � "Fm°�Owir.oW� 2 14-2 1 1 1 1 3�� zr 1� l�l 1�� 11 31I 3-94 5-102 5-102 5-102 6-24 i--i mxzWaQON¢¢az OF �zzSo�Zxm 3-94 5-10- 5-102 5-10 6-2- 211 4 2 2 2 4 a, -W ozx°zFFoo w Fzw�c7°z�°�zo oazzWo��c?o a NoFox�a�¢ M� BAL ONY /� W° oW°¢3Qx° RAILING,TYPO QZAILINGI TYP. 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H-I O II 108 1 Q C) Ln _ II � o 16 2X6 Fla1'-2" co "' �_0�� 2� 4�� 50�_ �� — �� 24�_6�� 40 17'-6" 3'-8" 13'-4" 16'-2" 1-4�Iz 1RIS Ln M 108 108 108 108 108 W B o B o lV (V [V 8'-6- 11 1, T-101" T-101" 5'-101 T-101" 1" 1'-71" 6'-102 2 1 11 7 7 7 6 6 3 2 2 2 2 6-3 2" 8'-6" 1'-72" 3'-8" 3'-22 8-6 21, 2 7-6 2 18'-8" 17'-0" 16'-6" 16'-0" 36'-0" 52'-2" 52'-0" o, LEVEL FOUR-UNIT 2B FLOOR PLAN o4 LEVEL FOUR-UNIT 2D FLOOR PLAN A2.10 SCALE: 1/4"=1'-0" A2.10 SCALE: 1/4"=1'-0" Bush ARCHITECTS 4700 WESTGROVE DRIVE,STE.200 ADDISON,TX 75001 PHONE:972-333-9455 EMAIL:ralph@busharchitects.design EMAIL:jay@busharchitects.design EMAIL:butler@busharchitects.design PROJECT NO. 18-154 ISSUE LOG DATE DESCRIPTION 09/04/2019 COMMENTS 10/24/2019 PERMIT SET u!!;1;6 u,ul6,lllh�/ SCALE 1/4"=1'-011 Squilill / z a DATE 10/24/2019 O KEYPLAN - LEVEL FOUR LL o SHEET SCALE: , 32 =1 —0 A2. 12 REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS z Westlake Planning and Zoning Commission TYPE OF ACTION T x E T o w n o f WESTLAKE Regular Meeting -Action Item DISTINCTIVE BY DESIGN Westlake Planning and Zoning Commission Meeting Monday, January 13, 2020 Topic: Conduct a public hearing and consider recommendation of the Knolls at Solana Final Plat STAFF CONTACT: Nick Ford, Development Coordinator Strategic Alignment Vision,Value,Mission Perspective Strate2ic Theme&Results Outcome Ob High Quality Planning, Design & Planned/Responsible Citizen, Student& Development-We are a desirable well preserve Desirability Development Stakeholder planned, high-quality community that &Quality of Life is distinguished by exemplary design standards. Time Line- Start Date: January 13, 2020 Completion Date: January 27, 2020 Funding Amount: N/A Status- N/A Source-N/A Contract: No Forms: N/A EXECUTIVE SUMMARY(INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) Wilbow, owners of the subject property, are requesting a final plat in order to proceed with the Knolls at Solana development and subdivide the land.A final plat is one of the final actions before building permits can be issued within a development. The development's infrastructure is close to completion and final acceptance by the Town of Westlake. The plat shows all 56 lots as approved in the Planned Development 6 (Ordinance 846) which depicts the Concept Plan/Development of the Knolls at Solana. In addition, the 22.892-acre Cross Timbers Ridge Conservation Area is depicted as Block B Lot 16X along with the original recording information at the Tarrant County Appraisal District and as approved by the Town Council by Resolution 19-16. Furthermore the 11.61-acre public parkland is to be dedicated by to the Town by this plat which his depicted as Block C Lot 17X. Page 1 of 3 SUMMARY AND RECOMMENDATION The final plat complies with all Town ordinances and with Ordinance 846. Therefore, staff recommends approval as proposed. ATTACHMENTS • Vicinty Map • Knolls at Solana Final Plat Page 2 of 3 VI I N 17 MAP 1'=2000' U CL ROANOKE- DOVE 114 SITE � a c� w DOVE 7 z PHEASANT w a_ Page 3 of 3 5/\RFC LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE / "HUIT;\ZOLLARS" \ / / \ NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH VICINITY MAP 1'=2000' v \ L1 N18°36'53"W 36.25' L15 S00°33'05"E 52.79' L29 N87°09'58"E 62.06' L43 N89°27'17"E 254.65' L57 N74°07'28"W 86.37' L71 S71°49'12"E 24.48' \\ 0=4°14'14" \ WESTLAKE/SOUTHLAKE LOT 2R1,BLOCK 1 PARK ADDITION NO.1 L2 S68°26'47"W 36.25' L16 S24°54'57"W 92.59' L30 S00°35'58"E 7.93' L44 S89°27'49"W 193.49' L58 N78°30'39"W 88.08' L72 S38°16'42"E 72.85' �Fs \ R-622.00' \ INST.NO.D209080990 , \ \ O.P.R.T.C.T. L3 S52°53'24"W 35.75' L17 S89°27'49"W 22.50' L31 S00°35'58"E 3.96' L45 N65°46'28"W 180.35' L59 N72°18'06"W 253.81' L73 S17°26'08"E 25.71' z_w LOT 85X N:7043809.41 \ L=46.00' \ �K KIRK e� i° E:2373685.56 \ w WOOD 20 1/2"IRFC CB=S31°21'19"EX�H L4 N35°50'18"W 35.75' L18 N65°46'28"W 161.67' L32 N70°03'43"E 68.03' L46 S65°50'48"E 203.97' L60 S72°18'06"E 255.54' L74 S31°03'41"E 85.21' a �Tti "HUITT ZOLLARS" C=45.99' L5 N35°05'02"W 57.82' L19 N32°47'13"W 22.22' L33 S77°48'26"W 96.19' L47 N51°14'54"W 80.00' L61 S64°35'00"E 112.44' L75 S41°10'47"W 64.09'P O B 1/2"IRF L6 N44°56'45"E 30.00' L20 S27°51'26"E 24.04' L34 S23°01'59"W 10.95' L48 S43°28'46"E 110.42' L62 S48°00'46"W 27.32' L76 S33°08'29"W 28.30'LLARS" ROANOKE-DOVE 1/2"IRFC L7 NOo°32'11"W 69.98' L21 N89°01'11"E 81.00' L35 S68°45'22"E 34.99' L49 S36°05'19"E 113.77' L63 N72°51'33"W 121.92' L77 N36°50'06"E 16.71'"G&A CONSULTANTS" \\ \ L8 S34°54'42"E 30.00' L22 N89°01'11"E 27.00' L36 S68°45'22"E 35.82' L50 S89°52'03"W 66.37' L64 S17°08'27"W 206.32' L78 S72°29'43"E 129.97' 114 \ \\ L9 N89°27'49"E 83.97' L23 S89°01'11"W 27.00' L37 S64°35'00"E 112.44' L51 N72°32'44"W 178.16' L65 NOo°32'11"W 110.00' L79 N72°29'43"W 132.85' SITE No \ \ \\ L10 N69°09'37"E 144.80' L24 N46°02'46"W 30.00' L38 S64°35'00"E 112.44' L52 N66°56'47"W 184.93' L66 NOo°32'11"W 110.00' L80 N81°36'46"W 481.41' LOT 83 \ \ \\ L11 N13°40'57"E 37.04' L25 N20°50'23"W 52.77' L39 NOo°33'05"W 117.18' L53 S81°28'27"E 53.51' L67 NOo°32'11"W 135.00' L81 S81°36'46"E 481.49' w 1/2"IRFC ` \ \ DOVE "G&A CONSULTANTS" \ \ L12 S40°04'06"E 9.10, L26 N53°05'52"W 62.98' L40 S51°23'26"E 172.18' L54 N81°28'27"W 24.60' L68 S46°25'58"E 23.72' L82 S08°51'26"W 64.42' z o \\ \\ NON-EXCLUSIVE UNDERGROUND L13 N11°17'26"W 34.40' L27 N89°27'49"E 76.77' L41 S51°23'26"E 172.41' L55 S77°49'16"E 78.18' L69 S69°47'08"E 38.90' L83 S20°50'42"W 10.84' PHEASANT w \ FACILITIES EASEMENT a L14 N38°47'01"E 19.56' L28 N87°09'58"E 63.54' L42 S89°27'49"W 253.19' L56 N72°51'33"W 90.00' L70 S54°19'03"E 42.00' L86 N00°58'49"W 2.92, / C \ VOL.9156, PG.776,O.P.R.T.C.T. LOT 82 c'�` /y9ie&\ 25'PEDESTRIAN \ \\\\ LOT 1 R1,BLOCK 1 I \ \ Cy y \ ACCESS EASEMENT \ 1/2"IRFC FO C(� \ VOL. 9437,PG. 1127 \ WESTLAKE/SOUTHLAKE PARK ADDITION NO.1 I \ \ "G&A CONSULTANTS" F I y s / INST.NO.D213118945 \ \ sF - _ - - - - - - - O.P.R.T.C.T. I I \ NORTH �9� �S6+° 1/2"IRFC - - - - i `��`7 ♦ \\ PERPETUAL J- tC \ J /Q� 7 / / r"HUITTZOLLARS" 1/2"IRFC - O \ CONSERVATION Ty2Jr1k 'I- 9 <.88'8 O 07„ / / SO q - "uViTr_ni i_was ` \ A AREA LIMITS S',p�� \\ Ce`S 69 0 / n/ T �_\ NONQ O y� \ 6)° 3$, / q v\ - EINST NO D211 0953I95&EASEMENT 'O O. �;; C� / V BO � � \ INST. NO. D218082449, LOT 81 I I0 \ 834 7070„ // / wA RICO 3ABLE glpTHP B�/V SOUL 1/2�G� INST.NO.218094815,O.P.R.T.C.T. A n• �'` • NON-EXCLUSIVEFACILITIES EASEMENT \\ \ Q� GRAPHIC SCALE IN FEET OPEN SPACE \ 3 F �. U "HUITrzoLLa s° \ G. w VOL.9156,PG.776,O.P.R.T.C.T. \ 100 0 50 100 200 LOT 1 X S,S / S'U $214, PG. 7$ PlR T C D j i \ `.'• I \ Q N89°26'55"E 172.21' J o 2.27'\ 1 gyT F \ \ NON-EXCLUSIVE UNDERGROUND I W 2 - �� /�h 40.62' �2� HASP_A 10'D.E. 1 0-13050 „ FACILITIES EASEMENT I 1/2"IRFC - - - \ 1" = 100' @ 24x36 _ w o AT BY THIS PLAT - 22 \ \ _ Q o h v \\ 1I2"IRFC R-772p0� MUNICIPAL DUCT I I "HUITTZOLLARS" _ L2 " BANK ESMT. 20'NON-EXCLUSIVE UNDERGROUND FACILITIES EASEMENT - - - - - - -1 1/2"IRFC z Q °° BLOCK B 34.30' 11.30' L 9 \ \�� 2S7 17' 1/2"IRFC HUI TTZOLLARS' L=186 , "G&A CONSULTANTS" W L_- '�\ \\ C54 ��"/2"IR COLLARS" ° I I 47 VOL. 14838,PG. 112 VOL. 9187, PG. 1766&INST. NO. D218095396,O.P.R.T.C.T._ _ J \ _ rr 193.86' / �`O T L50 \ G�g�� C55 S85 37'09"E 301.96' CB=S7g°41'S _ - - - - - - - - - - - - - - - } 1/2"IRS vp,Ro \ \ \ LEGEND Q °j J o`b \ - - -PUBLIC ACCESS EASEMENT 8 o P s / _ Q � rn w L28 C=186,02 E $\�F vow`'� F / �__. -� - �Ht1TTT ZOLL�aS"� G Z w °' o ^oR gyp) 10'S.S.E� - - - - (HATCHED AREA 54.31' 6 J\(� R�(/,q�E / R 1 ' 1► LOT 80 I w O Io 3 o I o U r> / \BY THIS PLAT - - - - - - )BY THIS PLAT - - - L82 N S71°46'47"E BL STREET I \\ - i ; 1 ^ NA `�O v� \ \ O W I .S` BLOCK A -,t� - - - �0'3:s - - O ICRIGH \ \ Z Q J o T o 7. �rn I �oo Po ��L41 L81J L80� - - - - _ 76.75' OCK SOT / / S TH BL (�.r O T' IRFC IRO5/8"IRON ROD W/"KHA"CAP SET \ BY TH PLAT D o WID PU P I C. \ \ IRFC IRON ROD WITH CAP FOUND X O E (Wj X Q 197.82' 1 I 1 0 �� 2 ^�3 L40 \ \ �`�1 L68 L30 L43 L62-L44 � --�-si.,/ (S LOT 1 / 0=0 53 50 1 1 VARIABLE 214,PG.78, PKS PK NAIL SET L31 8 EE N X I A-23° VOL.3aa \ PKF PK NAIL FOUND oo U U) Q - N - - �-`2� �� ly \ - - L42 - - - - 76- - - - L83 \ N�/R2 / OTE4 / / 26'45„ R=2928.00 WAY, LOT 79 W z � (P n \ o 8 - - - - �•6S; 15.61' O<<gRs / ) / R=2028 L=45.85' \ IRF IRON ROD FOUND 0 (5 U) O \ O o s o S89°27'49"W 124.12' S89°27'49"W 124.12' \ \ / O0 ` ` - XS "X"CUT IN CONCRETE SET p O J N o 6 �\ �h� OPEN SPACE 10.72' ro \ \�46 \ 2$ / L--829 CB=N84°19'33"E MUNICIPAL DUCT BANK ESMT. - XF "X"CUT IN CONCRETE FOUND BLOCK A Z N o 4 2 \ -I o o \ \ \ L52 \ S, 87 U o0 16.5'U.E. cP-� �`b 3 LOT 1X pj �14.32' O cp� o \ \ \ 64' I / CB- ` 1 VOL. 14838, PG. 112 GRANADA,PHASE 1 J W r o 0 0 46.50, r'� D.E. -S83°30,5 „ MUNICIPAL DUCT C=45.85' - P.O.B. POINT OF BEGINNING d o BY THIS PLAT o �? RAD. o o S _ 9 -1� co Q O L6 'Q 27.62' �N 10 c cn r o \\ \ BY THIS PLAT �( C_ 10 BANK ESMT. 5/8"IRFC 1 ` - - INST. NO. D215003584 9 0 <m T I 11 0 18 824. im e >>> Horn E IRSC �� P.O.C. POINT OF COMMENCING O.P.R.T.C.T. I �j w �I N89°26'55"E 212.32' \ \ / �� co 1 n L17 C10 I - - - - l \ BL K A �i\� 5750' 57 VOL. 14838,PG. 112 "HUITrzouARs^� - ti m W o�� \ �j\ /ti�1 �� 9.52' C11 65, 7.05'� 136.97' I� OPEN SPACE 9y 50' - ` � - - - CAB. CABINET 0 34.75' `S P00 1I L 136.70' 4.38' 12.03' LOT 1X 10.52' N�2° L ss' - ��/ _ _ 429.23' _ SL. SLIDE � ~ W z PRIVATE STREET LOT \ ��N 4 I I � � I I- p'I'�% 1 114'92�13\w 2 BY THIS PLAT 325 32.5' ACCESS EASEMENT VOL. VOLUME U) 0- oo BLOCK D, LOT 1 X \ \ bib 9 1 W 6 12 o M g6�° 15.0' �4.64, 16.5'U.E. OPEN SPACE �� SS EASEMENT oo PG. PAGE o co VOL. 9437, PG. 1127 N U) O SEE NOTE 4 \ -' �0 oIo 1� 0 N °' 17.5'U.E. 0 0 25'S.S.E. N �9• M BY THIS PLAT (HATCHED AREA)BY THIS PLAT op P.R.T.C.T. PLAT RECORDS,TARRANT o M p r OPEN SPACE ( ) \ �\ �o M oo O / ao z so°57'23"E �, 2p, M LOT 1 X COUNTY,TEXAS VARIABLE c� d� 9• U BY THIS PLAT BY THIS PLAT M T. LOT 5X v'�n rn\\� / 15 ch I 1„ I 1 133.98' h 155 L53 �L54 S89°01'11"W 490.00' _ P.R•T•C' M U WIDTH U.E. \6 j /3$'� } (� 9.12 _ � J N 214 PG.78, O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS, o I� BY THIS PLAT \�� 0 \/69°4,9 �' 137.05' W `'t v 163.05' n 18 �� v�i Imo' O 70.00' 70.00' 70.00 70.00' 70.00' F 70.00' 0 70.00' VOL.388 No202TARRANT COUNTY,TEXAS 3 / - J N 7.59' ^ 17 1 1 35.99' n 1 g o z Q o 1 iv H L6 BUILDING LINE, G ORDINANCE LOT 78 I Z PERPETUAL N89°26'55"E 140.72' S J U) M N co i� rn Q ch 100' PER ZONING \ ` \ �p N.O I I O 13 �' C. �cn �� ,- o� M O ' .� � AND A.G.T.C.W.L.E. ATMOS GAS,TRICOUNTY ELECTRIC, CONSERVATION-��- 8 Z �o <r in S g -� _ ~ �5 6� N M o m o - Z U ooj c+j N �2° O / W 20 I- I m d WATERLINE EASEMENT AREA LIMITS v 133 \ Q \ fl 1 0 o I I oIQ / rn v 5133., `L p8' rr '� M o 0 o �u N o o w \ O m/o C3� 6 J 1-1 N Z M O ^ rh 1 / ^ /W N I� 6 IO 7 I- 8 D.B.E. DUCT BANK EASEMENT s c�, a 17.5'U.E. I� 2S. 6 v o I -� I I� 2 Io 3 Io 4 I4 `5 2 o O $ O h 2• I I 1 o 21' �` `2 2 � w 0 F- c� M D.E. DRAINAGE EASEMENT 1 �� (, 4. 0' r - J Sri ui o o N /o' �y ` 1 - BY THIS PLAT � 30, 16.91' _44/ L20 446 \ ^�B.� 'M L I O I °' m c2 `� `� I� 1/2"IRFC Co O W = n - co } r S.S.E. SANITARY SEWER EASEMENT "G&A CONSULTANTS" BLOCK B H I �- I- 15' 1 ,\/ ", 16 I 6' \ _ I_ I� I� v I� I� S89°27'49"W 135.84' � S89°27'49"W 137.05' I S89°27'49"W 161.46' � N 4p pl' °' I z o ` Co 30'B.L. c0n T.C.E. TRICOUNTY ELECTRIC EASEMENT _ 12.31' I fn m 21.11' N I- o in 26.95' �g 28.21' v) Y I 30'B.L. Q7 - _ co O O J /° 3 gp o- 1.00' W.L.E. WATER EASEMENT 4, 6 90.00' 7 0 o n gJ ° 62. - _I u� 12_56' - - - - - - - 135.00' W G EN o Z I N N 1 ao c� ^ 2 5j, C16 >. C15� 0p, a O L - - 1 > J ,n 16.5'U.E. 0 14 0 2 _ F Q 221. `� 57.44' 70.00' 70.00' 70.00' 70•00' 70'0O 6\ STREET NAME CHANGE LOT 77 O N6)° �G 1 o o I `"> ^ 13 / 61 31' G 9 s UTILITY EASEMENT Io0 9 I U (05// 4��\ � � v I rn BY THIS PLAT 1 5.00/M' // 16.92' y\ \2� ` 94.96' - -a o " ~ n L22 U H A.E. ACCESS EASEMENT S" \ L20'B.L. 14.22' \ FOREST KNOLL DRI _ B.L. BUILDING LINE I C, N i- 15'A.E. L� z _j z \1 L - - - 28.07'= - - J - B. 15 / 7p' - 000 o l i�� 1 - - 20' L c ^-77 C46 15.20' _ N89°01'11"E 327.44' 27.00' \ w 1 G 31 C� M �. - _ _ 2 L21 17.5'U.E. oco �r'L 6 lg.l OS 107.00' 109.05' G 87.Sg. \ 16.5'U.E. J/a ^'/m �^ 164.4g' 62.44' 80.00' 80.00' 62.00 U BY THIS PLAT O z co z BY THIS PLATO ��7105 ' HIGHLAND KNOLL DRIVE 57.18' BY THIS PLAT o m o o / `� - - - +' 76.50' 31.31'- -� d ^ o a - - - - - - -� 14.30'- zOQO o� 16.5'U.E. M /co' /N 18 n $Ll7.56'_ - - - o57.78' O H 135.00' Z _ N89°27'49"E 389.55' 33.69' `35.38' m Z 17.5'U.E. �I w - 1/2"IRFC I cn 1 N 30'B.L. 11 ~ "G&A CONSULTANTS" J BY THIS PLAT L7 GC "� c w 19 W "' b I oI0 I 61.03' .00. 105_00_ - 83.97' --ft.3 �43 M / / z) 1 BY THIS PLAT M c� ^ 05/ C41 0 p U p U 0 10 00 o I BLOCK / I - - - - - - 25.00' - - 8g1, � ___ 5.31' ^ h mI I I �I 1 _ 6, 38.00' / ° QaQ � � _ o q _j ^ 0 20 W' o o � 0 10'D.E. Y Y SEE SHEET No. 2 FOR GENERAL 00o M 1 � MtI� S89°26'55"W 190.78' - - 7.5'U.E. 30'B.L. C2$ G1242, �S6 (o � L9 \ M 2g- o o o � - w (if 1 a O RqD �I 22 M 23 M 24 v 25 II oI 1 9 N Y U o N o 0 LOT 76 I ao C C14 "'I "'I o,I m I ,� 20'B.L. b co BY THIS PLAT co Q Q a o, IBY THIS PLAT co co ) q4 L19 ko �5� 2 ^ v o ,b� o N o Q w w NOTES AND LOT AREA TABLE 135.00_ 33.64' 30' coo 1 7 / G��/oco, Q 0 14 J 15 co �88' p0 ^o�� Z OPEN SPACE 0I 20.00' c 1 N rn �' ¢ z Q M N I_ I 15' 13 I� BLOCK B OPEN SPACE �30 \ 1 s / OPEN SPACE J L58 ° LOT 21X z L zl I N89°o1'11"E 135.00' CO "' J - J M 80.00' 80.00' 90.00' c i F- z F- rn L LOT 17X 08.5 / L12 S85 7'o9"E188 57' 11 33.23 O /25.00' 105.00' _ _ 105.00' C13 _ 8013.43' M39.56' �5 / �?s N89°01'11"E 195.00' 20.00' N89°01'11"E 135.00' I i w1/2"IRFC 1 87� U �9 /,5 � / �,) N89°27'49"E 210.00' pERPETUAL PRIVATE STREET LOT C29 L�0/ PERPETUAL 135.00' �IO1 o ~O ; O O o "G&A CONSULTANTS" '55"E 135.56' L13i�`� 2�3�a• CJ •g�, 25.00' LIN i OPEN SPACE I _ w w W L27 LOT 26X o l0 o a o 16.5'U.E. o O w _ _ / CONSERVATION BLOCK D, LOT 1X CONSERVATION o 27 0 � Ir I BY THIS PLAT o Q p Q Oz T 108.91' o CJ wo Q�/63l / AREA LIMITS (SEE NOTE 4) AREA LIMITS � 17.5'U.E.1. o6 `O I � � F- U F- � + 26.65' aZ�P 16/ 1 135.00' z � U) L14 / 17.5'U.E. I BY THIS PLAT w 1 J w w Z_ LOT 75 �3 C3 //G26 BY THIS PLAT v o ?' ~ m 135.00' o W o I I 11 o m Q y �\ 17.5'U.E. 0 0 28 1 oIo O U w U 2 BY THIS PLAT CROSS TIMBERS RIDGE CONSERVATION AREA q o `r or z Y o Y cg - PERPETUAL CONSERVATION AREA o 11 0 U I 135.00' Q 0 w 0 W PERPETUAL BLOCK B OPEN SPACE LOT � r- I r O rt - I a CO z m CONSERVATION OPEN SPACE CALLED 22.892 ACRES LOT 16X 135.00' O > Q z AREA LIMITS LOT 12X TOWN OF WESTLAKE,TEXAS 22 892 AC � IOIo I 12 � DEVELOPER: 1/2"IRFC INST. NO. D219086822,O.P.R.T.C.T. on - 29 m o � or I WILBOW CORPORATION "G&A CONSULTANTS" O BLOCK B o o I OWNER: ZIo M I C) 1 1 I 135.00' = TOWN OF WESTLAKE 5307 E. Mockingbird Ln. 1` 135.00' 1500 Solana Blvd., Building 7, Suite 900, LB 16 \ LOT 74 I CROSS TIMBERS RIDGE CONSERVATION AREA PERPETUAL - 15 30' 0 1 I BLOCK C o v Suite 7200 cD Dallas, Texas 75206 Q PERPETUAL CONSERVATION AREA VACATED PORTION PER THE CONSERVATION o 30 0 ,,I ^ Westlake, Texas 76262 Tel. No. (972)865-1343 cD OPEN SPACE LOT VACATING PLAT REMOVING 62.531 ACRE PORTION OF LOT 1, AREA LIMITS o 27.31' I r; L�� 135.00' I Q Contact: Jennifer Ration o LOT 16X BLOCK 3 WESTLAKE/SOUTH PARK ADDITION NO. 1 AND I ' N89°01'11"E 135.00' J BY THIS PLAT o N 1/2"IRFC 22.892 AC REPLATTING THE REMAINING 12.679 ACRES AS LOT 1 R,BLOCK 3 Io 0 "G&A CONSULTANTS"� WESTLAKE/SOUTHLAKE PARK ADDITION NO. 1 107.69'� L86 00 1 0 14 o OWNER: INST.NO.D218095233,O.P.R.T.C.T. / GL� r I `" WILBOW-SOLANA, LLC ENGINEER: N Fes. L35.L' I KIMLEY-HORN AND ASSOC. INC. 5307 E. Mockingbird Ln. o / �0 19.15' 6160 Warren Pkwy., Suite 210 PRIVATE STREET LOT I 15 a Suite 900, LB 16 Q LOT 85X 25'U.E. 10'D.E. 500'BUILDING LINE, Frisco Texas 75034 U) BLOCK D, LOT 1 X ` L23 rn o BY THIS PLAT VOL.388-214,PG.78,P.R.T.C.T.AND Dallas, Texas 75206 - - INST. NO. D215003584 �c, �•/. Tel. No. (972) 335-3580 o i 5/PB IRFC S&J" (SEE NOTE 4) g8 3 H PER ZONING ORDINANCE NO.202 Tel. No. (972) 865-1343 Q Fax No. (972) 335-3779 1/2"IRF(DISTURBED) S89 29 54"W 1774.99 \ 0, l N89°o1'11"E 126.03' Q / � I'll �� Contact: Jennifer Ration 5/8"IRFC 5/8"IRFC 5/8"IRFC Contact: Craig Malan, PE Lo 5/8"IRFC "PB IRFC 8.48' 5/8"IRFC 5/8"IRF 5/8"IRFC 5/8"IRF 5/8"IRFC �pggg,J�� "PBS&J" "PBS&J" "PBS&J" _ U.E. o "PBS&J" _ - - - _ _ _ _ - - "PBS&J" _ _ _ _ _ _ "PBS&J' PBs&J"- - - - TOE- - - - - - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - VARIABLE 34.33' BY THIS PLAT o, C 7 � � r 30'UTILITY EASEMENT � I \ WIDTH U.E. CAB.A,SL.5814 1 1 \ BY THIS PLAT BLOCK C T FINAL PLAT OF 25' N BLOCK B I I co N:7042226.46 GLENWYCK FARMS I LOT 13 M 1 E:2375847.76 CABINET A,SLIDE I LOT 10 I I 1 1 �I OPEN SPACE 1 D.E. KNOLLS AT SOLANA LOT 3 1 \ LOT 7 1 LOT 11 LOT 12 I PERPETUAL `° & DRAINAGE 1 Rsc N89°01'11"E 494.60' BY THIS PLAT 1 1 \ \\ / / 1 \� \\ I LOT8 P.R.T.C.T. I 1 I 1 I 1 1 CONSERVATION-wy EASEMENT 1 1 56 RESIDENTIAL LOTS // / \ I 1 N LOT 16X 1 - - - - -N89°01'11"E 421.30' _ LL� \ // I \\ \ 1 1 o AREA LIMITS 000 - - - - - - - - - - - > LOT 2 \ / / I \\ LOT 14 �' 11 OPEN SPACE LOTS // 1 \ \ I I I 0 BY THIS PLAT 1 1 `n N89°01'11"E 421.30' B HIS 1 PARKLAND LOT � � BY THIS PLAT m O \ / / Lu LOT 4 I \\ \ \ 1 W 1 1 N N 3s'1s E so 17 62.531 ACRES OUT OF THE o �o LOT6 \ - - BROKEN BEND DRIVE ) o BLOCK B C. M. THROOP SURVEY, ABSTRACT NO. 1510 0 II 1 z S.S.E. �, BLOCK C TOWN OF WESTLAKE, TARRANT COUNTY, TEXAS g CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE Z 5/8"IRFC INST.NO. I ZONED: PLANNED DEVELOPMENT a LU 1 "PBS&J" O.R.D.C.T. I o PUBLIC PARKLAND DEDICATION z NO. DELTA RADIUS LENGTH CHORD BEARING CHORD NO. DELTA RADIUS LENGTH CHORD BEARING CHORD NO. DELTA RADIUS LENGTH CHORD BEARING CHORD NO. DELTA RADIUS LENGTH CHORD BEARING CHORD LU I N z OPEN SPACE o cD C1 90°26'54" 28.00' 44.20' S55°25'13"E 39.75' C15 90°00'00" 28.00' 43.98' S62°08'27"W 39.60' C29 84°53'04" 67.00' 99.26' S87°37'34"E 90.43' C43 33°52'04" 250.00' 147.78' N73°36'09"W 145.63' w Lo I CROSS TIMBERS RIDGE CONSERVATION AREA (S LOTEE 017X TE 9) N Lo I PERPETUAL CONSERVATION AREA \ C2 85°41'56" 28.00' 41.88' S42°17'53"W 38.08' C16 31°00'10" 28.00' 15.15' N01°38'22"E 14.97' C30 16°33'03" 290.00' 83.77' S64°56'38"E 83.48' C44 27°42'51" 250.00' 120.93' S70°31'32"E 119.75' LOT 15 \L66p 11.619 AC s a I OPEN SPACE LOT cD C3 29°30'28" 28.00' 14.42' S62°41'51"W 14.26' C17 31°00'10" 28.00' 15.15' S57°21'28"E 14.97' C31 159-55-46" 67.00' 187.02' SO4°09'29"E 131.95' C45 152-00-20" 42.00' 111.43' S62°08'27"W 81.51' m I LOT 16X M O 22.892 AC C4 73°37'29" 28.00' 35.98' S52°39'04"W 33.55' C18 89°22'40" 28.00' 43.68' N53°12'53"E 39.38' C32 155°37'45" 42.00' 114.08' N54°14'30"W 82.11' C46 18'07'16" 1000.00' 316.27' S81°55'11"E 314.96' I PERPETUAL CONSERVATION 10'S.S.E. C5 90°00'00" 28.00' 43.98' S45°32'11"E 39.60' C19 97°53'29" 28.00' 47.84' S40°25'12"E 42.23' C33 265°41'56" 52.00' 241.14' N47°42'07"W 76.25' C47 180°00'00" 42.00' 131.95' N00°58'49"W 84.00' 5/8"IRF AREA LIMITS BY THIS PLATLu C6 90°00'00" 28.00' 43.98' N44°27'49"E 39.60' C20 90°00'00" 28.00' 43.98' N45°58'49"W 39.60' C34 45'15'04" 125.00' 98.72' S22°04'27"W 96.18' C48 256'47'13" 42.00' 188.23' S52°35'12"E 65.84' - - 381.49' 1 � _ _ �1/2"IRFC m METAL FENCE ` -V IRF - - - - - - - - - - - - - - - - - - - "PRECISE LAND No. DATE REVISION DESCRIPTION J C7 90°00'00" 28.00' 43.98' S45°32'11"E 39.60' C21 90°00'00" 28.00' 43.98' S44°01'11"W 39.60' C35 10°44'21" 250.00' 46.86' S05°55'15"E 46.79' C49 148°03'38" 42.00' 108.53' N60°10'06"E 80.76' CORNER POST L - - - - - 20'WATER AND UNDERGROUND SURVEYING" FND. APPARENT GAP BETWEEN o; C8 37'22'17" 94.00' 61.31' S18°08'57"W 60.23' C22 76'47'13" 28.00' 37.53' N37°24'48"E 34.78' C36 91°04'22" 220.00' 349.69' N44°59'06"E 314.03' C50 37°32'06" 475.98' 311.82' S45°48'56"E 306.27' 1 PROPERTY LINES. ELECTRIC EASEMENT o CAB.A,SL.6965 Lo C9 37'23'11" 100.00' 65.25' S18°08'30"W 64.10' C23 13°58'33" 953.00' 232.46' S40°51'27"E 231.89' C37 56'30'13" 250.00' 246.54' N28°48'12"W 236.67' C51 37°05'02" 485.98' 314.54' S46°02'28"E 309.08' LOT 16 I I LOT 2, BLOCK 1 I g C10 18°51'38" 28.00' 9.22' S08°53'38"W 9.18' C24 148°33'25" 67.00' 173.72' S58°26'55"E 128.99' C38 81°58'15" 125.00' 178.83. S16°04'11"E 163.97, C52 16°52.19" 1257.43' 370.28' S56°15'38"E 368.94' I DOVE ADDITION ui CABINET A,SLIDE 6965 I C11 28°27'17" 28.00' 13.91' N14°45'50"W 13.76' C25 36°05'28" 255.00' 160.63' N70°58'27"E 157.98' C39 83°06'38" 151.50' 219.76' S16°38'22"E 200.99' C53 17'1609" 1247.43' 375.61' S56°04'15"E 374.20' 1 1 P.R.T.C.T. I 0I C12 88°04'41" 28.00' 43.04' N61°10'47E 38.93' C26 40°43'30" 260.00' 184.80' N57°15'53"E 180.94' C40 82'08'12" 88.50' 126.87' N16°09'09"W 116.28' C54 9°07'03" 135.00 21.48' S77°03'15"E 21.46' 6160 Warren Pkwy., Suite 210 Tel. No. (972) 335-3580 Frisco, Texas 75034 FIRM # 10193822 Fax No. (972) 335-3779 Y C13 27°16'22" 28.00' 13.33' N59°26'17W 13.20' C27 227°18'54" 46.50' 184.48' S84°39'59"W 85.18' C41 28°47'50" 95.00' 47.75' S15°22'44"E 47.25' C55 9°07'03" 145.00' 23.07' N77°03'15"W 23.05' w Scale Drawn by Checked by Date Project No. Sheet No. z C14 31°00'10" 28.00' 15.15' S01°38'22"W 14.97' C28 33°52'04" 210.00' 124.13' S73°36'09"E 122.33' C42 36°05'28" 245.00' 154.33' N70°58'27"E 151.79' 1" = 100' JMH KHA JUNE 2019 067125008 1 OF 2 � 0 STATE OF TEXAS § OWNER DEDICATION \ LEGEND VICINITY MAP 1'=2000' LOT TABLE LOT TABLE COUNTY OF TARRANT § NOW,THEREFORE, KNOW ALL MEN BY THESE PRESENTS: \ IRSC 5/8"IRON ROD W/"KHA"CAP SET LOT NO. ACRES SQ. FT. LOT NO. ACRES SQ. FT. IRFC IRON ROD WITH CAP FOUND tiG PKS PK NAIL SET �F BLOCK A LOT 1X-OPEN SPACE 3.598 156,744 BLOCK B LOT 17X-OPEN SPACE 0.551 23,994 TOWN OF WESTLAKE § THAT, WILBOW-SOLANA, LLC, do hereby adopt this plat, designating the herein above described \\ s,. PKF PK NAIL FOUND °RrH� property as KNOLLS AT SOLANA, an addition to the Town of Westlake, Tarrant County, Texas. The \ \ IRF IRON ROD FOUND z w BLOCK A LOT 2 0.262 11,428 BLOCK B LOT 18 0.276 12,041 easements thereon are hereby reserved for the purposes indicated, and in accordance with the easement \ 1/2"IRFC O K KIRKWOOp e�J° 1- WHEREAS WILBOW-SOLANA, LLC, and the TOWN OF WESTLAKE,TEXAS, are the sole owners of a Y p p `� "HUITT \ XS 'x"CUT IN CONCRETE SET w documents filed with the Town of Westlake and Tarrant County. The utility and fire lane easements shall be I ZOLLARS" �5/8"IRFC XF 'x"CUT IN CONCRETE FOUND ii �Ty BLOCK A LOT 3 0.294 12,820 BLOCK B LOT 19 0.255 11,128 tract of land situated in the C.M. Throop Survey, Abstract No. 1510, City of Westlake, Tarrant County, 7 "HUITT open to fire and police units, garbage and rubbish collection agencies and the public and private utilities for P.O.B. POINT OF BEGINNING Fs Texas, and being a portion of a called 62.531-acre tract of land, conveyed to Wilbow-Solana, LLC, as P.O.C. POINT OF COMMENCING q BLOCK A LOT 4 0.315 13,710 BLOCK B LOT 20 0.257 11,212 which the easement is reserved, and as specifically approved by the Town of Westlake for the use of a �. evidenced in a Special Warranty Deed, recorded in Instrument No. D218098018, Official Public Records, the utility and fire lane easements _ 518"IRFC Tarrant County, Texas, as shown as the Vacated Portion on that certain Final Plat Showing a Vacating particular hesole responsibility of thesement. The ep property ownnance of er. No or abuildingsny other sorf otherace npermanent improvements shall be \ "HUITT ZOLLARS" wESTCAKE�s��T�R2 8` CAB. SL. CABISLIDNET ROANOKE-DOVE BLOCK A LOT 5 0.314 13,658 BLOCK B LOT 21X-OPEN SPACE 0.538 23,445 Plat Removing 62.531 Acre Portion of Lot 1, Block 3 Westla ke/South lake Park Addition No. 1 and constructed, reconstructed or placed upon, over or across the easements as shown. Said easements being C \ \ /NST NLAKE LOCK2 \ VOL. VOLUME BLOCK A LOT 6 0.275 11,988 BLOCK B LOT 22 0.248 10,801 Rk Replatting the Remaining 12.679 Acres as Lot 1 R, Block 3 Westla ke/South lake Park Addition No. 1, hereby reserved for use and accommodation of all public utilities for which the easement is reserved, and 1\ \ GE O.p R 200259 ADD/T/ON \ P R.T.C.T. PLAT RECORDS,TARRANT 114 recorded in Instrument No. D218095233, Official Records, Tarrant County, Texas, and being all of a as specifically approved by the Town of Westlake. Any public utility for which the easement is reserved, and \ \ T C T 3 NO / SITE 20 BLOCK A LOT 7 0.279 12,166 BLOCK B LOT 23 0.248 10,800 COUNTY,TEXAS Q O called 22.892-acre tract of land described in a Special Warranty Deed to the Town of Westlake, Texas, as specifically approved by the Town of Westlake to use a particular easement shall have the right to l \ O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS, BLOCK A LOT 8 0.252 10,964 BLOCK B LOT 24 0.248 10,800 recorded in Instrument No. D219086822, said Official Public Records, and being more particularly remove and keep removed all or part of any buildings or other improvements which in any way may \ TARRANT COUNTY,TEXAS described as follows: endanger or interfere with the construction, maintenance, or efficiency of its system in the easement and \ BLOCK A LOT 9 0.252 10,963 BLOCK B LOT 25 0.275 11,982 that public utility shall at all times have full right of ingress and egress upon the easement for the purpose of \ A.G.T.C.W.L.E. ATMOS GAS,TRICOUNTY ELECTRIC, p Y g 9 9 p p p / w constructing, reconstructing, inspecting, patrolling, WATERLINE EASEMENT DOVE BLOCK A LOT 10 0.242 10,559 BLOCK B LOT 26X-OPEN SPACE 0.062 2,700 BEGINNING at a 1/2 inch iron rod with plastic cap stamped "HUITT ZOLLARS" found for the northwest 9 9, P 9, p g, and maintaining and adding to or removing all or part of \\ / D.B.E. DUCT BANK EASEMENT z its system, subject to complyingwith all ordinances, rules, regulations and resolutions of the Town of 1/2"IRFC corner of said 62.531-acre tract, on the southerly right-of-way line of Solana Boulevard (a variable width y g \\ "HUITT ZOLLARS" D.E. DRAINAGE EASEMENT ° BLOCK A LOT 11 0.249 10,847 BLOCK B LOT 27 0.217 9,450 PHEASANT Westlake, Texas, and in accordance with the easement documents filed with the Town of Westlake and S.S.E. SANITARY SEWER EASEMENT a right-of-way, formerly Kirkwood Boulevard, Volume 388-214, Page 78), common with the northeast corner \� T.C.E. TRICOUNTY ELECTRIC EASEMENT BLOCK A LOT 12 0.265 11,524 BLOCK B LOT 28 0.217 9,450 Tarrant County. The Town of Westlake, Texas, and the public utility shall have the right of ingress and of Granada, Phase 1, an addition to the City of Westlake, according to the plat thereof recorded in W.L.E. WATER EASEMENT Instrument No. D215003584, Official Public Records, Tarrant County, Texas, same being the beginning of egress to private property for the purpose of reading meters, maintenance and service required or ordinarily \\ /performed by that utility. STREET NAME CHANGE BLOCK A LOT 13 0.309 13,456 BLOCK B LOT 29 0.217 9,450 \ / \ a non-tangent curve to the right having a central angle of 4o 14'14", a radius of 622.00 feet, a chord U.E. UTILITY EASEMENT \ F A.E. ACCESS EASEMENT BLOCK A LOT 14 0.310 13,512 BLOCK B LOT 30 0.217 9,450 bearing and distance of South 31°21'19" East,45.99 feet; \\ \ STves andD B.L. BUILDING LINE NOTWtheir ITHSTANDING and ass gns, reserveNYTHING and retain THE CONTRARY to grant other rights and easements acro, the owners, for ss, over \\ \ gkFiSO <OT BLOCK A LOT 15 0.302 13,143 BLOCK C LOT 1X-OPEN SPACE 1.037 45,184 THENCE in a southeasterly direction, along the common line of said 62.531-acre tract and said Solana or under the easement tract(s) to such other persons as the owners deem proper, provided such other \\\ SHUITT ZOLLARS", RFC /NST N qQC� NORTH BLOCK A LOT 16 0.243 10,565 BLOCK C LOT 2 0.217 9,450 Boulevard and with said curve to the right, an arc distance of 46.00 feet to a 1/2 inch iron rod found at the \ O A 2 grants are subject to the easements to the Town of Westlake granted in this plat or the easement \ OA •p27 q,Qk beginning of a non-tangent curve to the left having a central angle of 56°44'01", a radius of 878.00 feet, a documents, and the uses granted do not materially interfere with the use of said easements by the Town of \ R T 6007 qp� BLOCK A LOT 17 0.399 17,376 BLOCK C LOT 3 0.217 9,450 chord bearing and distance of South 57°15'10" East, 834.30 feet; Westlake for the purposes set forth herein and the town approves said additional easements or additional \\ C T % 7T70NN BLOCK A LOT 18 0.281 12,252 BLOCK C LOT 4 0.217 9,450 \ 25'PE ESTRIAN O uses in writing. Any damages to facilities located in said easements as a result of the use granted to such \ \ 7 THENCE in a southeaster) direction, continuing along said common line and with said curve to the other person shall be promptly repaired b such other person, and the Town of Westlake shall have no \ ACCESS EASEMENT GRAPHIC SCALE IN FEET Y 9 9 p p p Y p Y p \ �VOL. 9437,PG. 1127 100 0 50 100 200 BLOCK A LOT 19 0.254 11,074 BLOCK C LOT 5 0.217 9,450 / left, an arc distance of 869.38 feet to a 1/2 inch iron rod with plastic cap stamped "HUITT responsibility for any damage to such other person's facilities in connection with the use of said easement \\ � BLOCK A LOT 20 0.262 11,404 BLOCK C LOT 6 0.217 9,450 ZOLLARS"found at the end of said curve to the left; by the Town of Westlake. \ 1" = 100' @ 24x36 BLOCK B LOT 1X-OPEN SPACE 1.032 44,975 BLOCK C LOT 7 0.217 9,450 THENCE South 85°37'09" East, continuing along said common line, a distance of 301.96 feet to IN ADDITION, notwithstanding anything to the contrary in this plat, the owners, and their successors and a 1/2 inch iron rod with plastic cap stamped "HUITT ZOLLARS"found at the beginning of a tangent curve assigns, may use the easement tract(s) identified in the easement documents, and shown within the \\ 17 �f BLOCK B LOT 2 0.354 15,416 BLOCK C LOT 8 0.252 10,963 to the right having a central angle of 13°50'22", a radius of 772.00 feet, a chord bearing and distance of boundaries of the platted property for paving, pedestrian walkway, parking, landscaping and aerial BLOCK B LOT 3 0.353 15,378 BLOCK C LOT 9 0.279 12,144 South 78°41'58" East, 186.02 feet; improvement purposes (the "improvements"), which do not materially interfere with or prevent the use by \\ \ 0,10 the Town of Westlake of said easements for the purposes set forth herein. Any damages to facilities located o \\ u'o Q y \ BLOCK B LOT 4 0.396 17,230 BLOCK C LOT 10 0.217 9,450 in the easements identified on the platted property as a result of such uses shall be promptly repaired by the ,P THENCE in a southeasterly direction, continuing along said common line and with said curve to the ,, o \\ �S / w o. p F BLOCK B LOT 5X-OPEN SPACE 1.280 55,777 BLOCK C LOT 11 0.217 9,450 right, an arc distance of 186.47 feet to a 5/8 inch iron rod with plastic cap stamped "HUITT then-current owner of the platted property that caused such damage, and the Town of Westlake shall have �� \\ AGE O no responsibility for any damages to the improvements in connection with the use of said easements by the \ G, �i �F�S <O BLOCK B LOT 6 0.414 18,034 BLOCK C LOT 12 0.217 9,450 ZOLLARS"found at the end of said curve to the right; 9 p \ n O T Town of Westlake. �40� \\\\ \ cy��O \ Oq&lv ZJ� <Oc� BLOCK B LOT 7 0.406 17,670 BLOCK C LOT 13 0.217 9,450 THENCE South 71°46'47" East, a distance of 76.75 feet to a 5/8 inch iron rod with plastic cap A 2 A q q 2 stamped "HUITT ZOLLARS" found at the beginning of a tangent curve to the left having a central angle This plat is approved subject to all platting ordinances, rules, regulations and resolutions of the Town of �'p�` \\ \ O O� \ 'S'T'S<70R�-1 BLOCK B LOT 8 0.263 11,441 BLOCK C LOT 14 0.217 9,450 p g g g g g Westlake, Texas. 2 �\ \\ �O 5/8"IRFC c T F28�OiTi of 23°26'45", a radius of 2028.00 feet, a chord bearing and distance of South 83°30'09" East, 824.10 feet; 'W �G,�� \\\\ 0 "HUITT ZOLLARS" 3 OiyNO BLOCK B LOT 9 0.248 10,800 BLOCK C LOT 15 0.220 9,598 LLJ 5/8"IRF 7 THENCE in a southeasterly direction, continuing along said common line and with said curve to the WITNESS MY HAND this the day of 2019. 02�� \\ BLOCK B LOT 10 0.248 10,800 BLOCK C LOT 16X-OPEN SPACE 0.994 43,301 left, an arc distance of 829.87 feet to a 5/8 inch iron rod with plastic cap stamped "HUITT 2 9C) G \\ \ \ NON-EXCLUSIVE UNDERGROUND B WILBOW-SOLANA, LLC, a Delaware limited liability company �/� c'� \\ \ FACILITIES EASEMENT BLOCK B LOT 11 0.249 10,848 BLOCK C LOT 17X-OPEN SPACE 11.619 506,141 ZOLLARS" found at the beginning of a compound curve to the left having a central angle of 0°53'50", a Y: Y p Y v) 2 7, \ \ VOL.9105, PG. 190;VOL.9140,PG.532&591; radius of 2928.00 feet, a chord bearing and distance of North 84'19'33" East, 45.85 feet; I 0 \\\ VOL.9156, PG.776;VOL.9172,PG.727; BLOCK B LOT 13 0.310 13,517 BLOCK D LOT 1X-STREET 3.796 165,346 or, \\ IRSC VOL.9738,PG.2354;VOL. 12902, PG.333 THENCE in a northeasterly direction, continuing along said common line and with said curve to the left, an By: W \\ R.P.R.T.C.T. BLOCK B LOT 14 0.265 11,550 arc distance of 45.85 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set at the end of said \ P p P Signature z Reviewed by: BLOCK B LOT 15 0.265 11,550 curve to the left, and being the northwest corner of Lot 1 R, Block 3 of the Vacating Plat Removing 62.531 Acre Portion of Lot 1, Block 3 Westlake/Southlake Park Addition No. 1 and Re platting the Remaining \ 7 4 BLOCK B LOT 16X-OPEN SPACE 22.892 997,192 12.679 Acres as Lot 1 R, Block 3 Westlake/Southlake Park Addition No. 1, an addition to the Town of // \ \ 110 1119 4p � Printed Name = ro p0//�O \ C, S 7 O1 \ Town Engineer Westlake, Texas, recorded in Instrument No. D218095233, Official Public Records, Tarrant County, ,lG�• 1 D.E. �.S S A 4g, \ Approved by the Town of Westlake Planning and Zoning Commission: Texas; U 3 //� BY THIS PLAT \\ �9 OI 25'PEDESTRIAN ACCESS EASEMENT _ 0 \\ 9�7'zF VOL. 9437, PG. 1127 THENCE South 0°58'49" East, departing said common line and along the easterly line of said 62.531-acre Title °�� 5�/ 5� �33 9\ \ \\ 5/8"IRFC L3 �\ C53 \ \\ tract and the westerly line of said Lot 1 R, a distance of 920.26 feet to a 5/8 inch iron rod with plastic cap "HUITT ZOLLARS" Town Attorney Chairman Date / 2 0 stamped "KHA"set for the southwest corner of said Lot 1 R; D.E. BY THIS PLAT //6O,� �j\ 70 \ \ 5/8"IRFC 1FS THENCE North 89'01'11" East, continuing along the easterly line of said 62.531-acre tract and along the IRSC ey e \\ \ "HUITT ZOLLARS" T�q southerly line of said Lot 1 R, a distance of 494.60 feet to a 5/8 inch iron rod with plastic cap STATE OF § / �\ Ty7S.o \\\\ G6 XF �<i/SOG T 7R Secretary Date stamped "KHA"set for corner; _ w �qT 7 I'll 'vs TIY -7 T < COUNTY OF =_____ G25 C42 D.E. �� 5/8"IRFC \ 4,Oq�F&�O § BY THIS y \ "HUITT ZOLLARS" �A O2 Aq Cfr THENCE North 52°55'43" East, continuing along the easterly line of said 62.531-acre tract and southerly \ PLAT a \ R 76 R� 2 Document No.: Date: line of said Lot 1 R, a distance of 375.61 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for BEFORE ME, the undersigned authority, on this day personally appeared `� �// /�38 TCT o79p�07 9 Y Y p Y / L37 3 Ti the easternmost north east corner of said 62.531-acre tract, common to the southeast corner of said Lot known to me to be the person whose name is subscribed to the foregoing instruments, and acknowledged \ / \ \\ st 04'�L 1 R, and being on the westerly right-of-way line of Sam School Road (a variable width right-of-way, to me that he executed the same for the purposes and consideration therein expressed. BLOCK C j \ \\ 6'�`��°S�� 7 Approved by the Town of Westlake Town Council: Volume 388-214, Page 78), same being the beginning of a non-tangent curve to the left having a central ��/ , i \ \\ S �S S I angle of 17°42'38", a radius of 1234.00 feet, a chord bearing and distance of South 55°43'41" East, GIVEN UNDER MY HAND AND SEAL OF OFFICE on this the day of PUBLIC PARKLAND DEDICATION / / / \ \\ C�'�"�ju'j9�' 379.92 feet; 2019. OPEN SPACE v�O/ / / C51 C�\\ Q RIGHT OF WAY (SEE NOTE 9) ` / So\ \� `9,9,c� LINE Mayor Date THENCE in a southeasterly direction, along the common line of said 62.531-acre tract and said Sam LOT 17X School Road and with said curve to the left, an arc distance of 381.44 feet to a 5/8 inch iron rod with 11.619 AC 20'UTILITY EASEMENT NOTARY PUBLIC in and for the STATE OF TEXAS VOL. 12180, PG. 1534 h\ \ plastic cap stamped "HUITT ZOLLARS"found at the end of said curve to the left; \ \\ Secretary Date THENCE South 64°35'00" East, continuing along said common line, a distance of 112.44 feet to "I� I'll 10'W.L.E. 10'S.S.E. / / VARIABLE WIDTH BY THIS PLAT >\ \\ a 5/8 inch iron rod with plastic cap stamped "HUITT ZOLLARS"found at the beginning of a tangent curve 1-1 i \ BY THIS PLAT / / FLOODWAY EASEMENT \ \ to the right having a central angle of 42°36'56", a radius of 515.98 feet, a chord bearing and distance of _ _ —N89°01'44"E_499.01' — — — — — — — L34 - / / VOL. 9437, PG. 1127 \\T�36\ 5/8"IRFC Document No.: Date: South 43'16'32" East, 374.99 feet; — — — — — — / L35J \ 3/8"IRF "HUITTZOLLARS" SURVEYOR'S CERTIFICATION N89°01'43"E 496.19' THENCE in a southeasterly direction, continuing along said common line and with said curve to the right, 1085.90' —1/2"IRF S88°13'10"W 375.57' an arc distance of 383.77 feet to a 3/8 inch iron rod found for the easternmost southeast corner of said KNOW ALL MEN BY THESE PRESENTS: S89°01'11"W 1467.40' 1",.IRFC 10.48' Approved by the Town of Westlake Planning and Development Department: cD Q "SLS 4415" 62.531-acre tract, common to the northeast corner of Terra Bella, an addition to the City of Westlake, \ \ \ according to the plat thereof recorded in Instrument No. D208375268, said Official Public Records; That I, Michael B. Marx, do hereby certify that I prepared this plat and the field notes made a part / \ o thereof from an actual and accurate survey of the land and that the corner monuments shown /12'PUBLIC ACCESS \ \ \ Director Date o LOT 20 EASEMENT \ N THENCE South 88 13'10" West, departing the westerly right-of-way of said Sam School Road and along thereon were properly placed under my personal supervision, in accordance with the Subdivision INST. NO. D208375268 \ the common line of said 62.531-acre tract and said Terra Bella, a distance of 375.57 feet to 1/2 inch iron regulations of the Town of Westlake, Texas. BLOCK 1 Lu rod found for corner; TERRA BELLA Q INST.NO.D208375268 / LOT 19 u) THENCE South 89'01'11" West, continuing along said common line and along the southerly line of the PRELIMINARY O.P.R.T.C.T. / Secretary Date a J aforementioned 22.892-acre tract, passing at a distance of 874.34 a 1/2 inch iron rod with plastic cap THIS DOCUMENT SHALL NOTES: REGISTERED PROFESSIONAL ENGINEER, TO THE TOWN ALONG WITH THEIR BUILDING Q stamped "PRECISE LAND SURVEYING" found for the northwest corner of said Terra Bella and Michael B. Marx NOT BE RECORDED FOR PERMIT APPLICATION. Document No.: Date: continuing along the southerly line of said 62.531-acre tract for a total distance of 1467.40 feet to a metal Registered Professional Land Surveyor No. 5181 ANY PURPOSE AND 1. ALL CORNERS ARE 5/8" IRON RODS WITH PLASTIC CAPS STAMPED "KHA", UNLESS fence corner post found for the southernmost southwest corner of said 22.892-acre tract, same being on Kimley-Horn and Associates, Inc. SHALL NOT BE USED OR OTHERWISE NOTED. 12.ALL FRANCHISE UTILITIES ALONG THE PRIVATE STREET LOT TO BE LOCATED WITHIN 10 0 FEET OF THE PRIVATE STREET LOT. N the westerly line of Glenwyck Farms, an addition to the City of Westlake, according to the plat thereof 6160 Warren Pkwy., Suite 210 VIEWED OR RELIED 2. ALL BEARINGS SHOWN ARE BASED ON GRID NORTH OF THE TEXAS COORDINATE SYSTEM FINAL PLAT OF N recorded in Cabinet A, Slide 5814, said Plat Records; Frisco, Texas 75034 UPON AS A FINAL OF 1983, NORTH CENTRAL ZONE (4202), NORTH AMERICAN DATUM OF 1983. ALL 13.NON-EXCLUSIVE UNDERGROUND FACILITIES EASEMENT: RECORDED VOLUME 9105, PAGE Phone 972-335-3580 SURVEY DOCUMENT DIMENSIONS SHOWN ARE GROUND DISTANCES. TO OBTAIN A GRID DISTANCE, MULTIPLY 190; VOLUME9140, PAGES 532&591; VOLUME 9156, PAGE 776; VOLUME 9738, PAGE 2354; OWNER: KNOLLS AT SOLANA o THENCE North 0°20'11" East, along the common line of said Glenwyck Farms and said 22.892-acre Fax 972-335-3779 �r�� THE GROUND DISTANCE BY THE PROJECT COMBINED FACTOR(PCF)OF 0.999848461. VOLUME 9172, PAGE 727, REAL PROPERTY RECORDS, TARRANT COUNTY, TEXAS. TOWN OF WESTLAKE Y tract, a distance of 460.52 feet to a 5/8 inch iron rod with plastic cap stamped "PBS & X found for the AFFECTED BY VOLUME 12902, PAGES 333 336, REAL PROPERTY RECORDS, TARRANT 1500 Solana Blvd., Building 7, 56 RESIDENTIAL LOTS J northeast corner of said Glenwyck Farms; 3. ACCORDING TO COMMUNITY PANEL NO.48439C0085K, DATED SEPTEMBER 25, 2009, OF THE COUNTY,TEXAS. Suite 7200 NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF TARRANT 11 OPEN SPACE LOTS COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE 14.THE LANDOWNERS AND ANY SUBSEQUENT OWNERS OF LOTS SHOWN HEREIN (THE Westlake, Texas 76262 1 PARKLAND LOT m THENCE South 89°29'54" West, continuing along said common line, a distance of 1774.99 feet to a 5/8 STATE OF TEXAS § ADMINISTRATION,THIS PROPERTY IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA. IF THIS LOT OWNERS), JOINTLY AND SEVERALLY, SHALL BE RESPONSIBLE AND LIABLE FOR o inch iron rod found for the westernmost southwest corner of said 22.892-acre tract, common with the SITE IS NOT WITHIN AN IDENTIFIED SPECIAL FLOOD HAZARD AREA, THIS FLOOD THE CONSTRUCTION, OPERATION AND MAINTENANCE OF ANY PRIVATE COMMON o southeast corner of the aforementioned Granada, Phase 1; COUNTY OF COLLIN § STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURES THEREON AREAS OR FACILITIES IN THE ADDITION CREATED HEREIN (THE ADDITION), INCLUDING OWNER: i WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER BUT NOT LIMITED TO PRIVATE STREETS, PRIVATE ENTRANCE GATES OR 62.531 ACRES OUT OF THE FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE STRUCTURES, PRIVATE WALLS AND FENCES, PRIVATE PEDESTRIAN ACCESS, PRIVATE WILBOW-SOLANA, LLC THENCE North 0°33'05" West, departing the northerly line of said Glenwyck Farms and along the BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day C. M. THROOP SURVEY ABSTRACT NO. 1510 common line of said 22.892-acre tract and said Granada, Phase 1, a distance of 1475.13 feet to the OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE STORM DRAINAGE SYSTEMS, PRIVATE LAKE, PRIVATE OPEN SPACE AND 5307 E. Mockingbird Ln. personally appeared Michael B. Marx, known to me to be the person and officer whose name is PART OF THE SURVEYOR. LANDSCAPING,AND EMERGENCY ACCESS. Suite 900, LB 16 TOWN OF WESTLAKE, TARRANT COUNTY, TEXAS a POINT OF BEGINNING and containing 62.531 acres or(2,723,851 sq.ft.)of land, more or less. subscribed to the foregoing instrument, and acknowledged to me that he executed the same for Dallas, Texas 75206 z the purposes and considerations therein expressed and In the capacity therein stated. 4. PRIVATE STREET LOT, BLOCK D, LOT 1X IS HEREBY DEDICATED AS A PUBLIC ACCESS, 15.AN HOA SHALL BE ESTABLISHED BY THE SUBDIVIDER OR DEVELOPER TO OPERATE AND/OR ZONED: PLANNED DEVELOPMENT UTILITY AND DRAINAGE EASEMENT. THE HOMEOWNER'S ASSOCIATION (HOA) SHALL BE MAINTAIN THE AFOREMENTIONED PRIVATE COMMON AREAS OR FACILITIES. Tel. No. (972)865-1343 o RESPONSIBLE FOR MAINTENANCE OF THE PRIVATE ROADWAY CONSTRUCTED WITHIN THE Contact: Jennifer Rabon c GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of LIMITS OF THE PUBLIC ACCESS EASEMENT. 16.THE CONSTRUCTION, RECONSTRUCTION OR REPAIR OF ANY PRIVATE STREETS WITHIN N 12019. THE ADDITION MUST MEET THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS AND DEVELOPER: 5. LOTS 1X, BLOCK A; 1X, 5X, 16-17X, 21X, &26X, BLOCK B; 1X, & 16-17X, BLOCK C; AND LOT 1X, COMPLY WITH THE SPECIFICATIONS OF THE TOWN FOR PUBLIC STREETS AT THE TIME OF WILBOW CORPORATION BLOCK D,ARE TO BE DEDICATED TO AND MAINTAINED BY THE HOA. CONSTRUCTION, RECONSTRUCTION OR REPAIR. THE CONSTRUCTION, RECONSTRUCTION 5307 E. Mockingbird Ln. OR REPAIR OF ANY ENTRANCE GATE AND STRUCTURE FOR THE ADDITION MUST MEET THE gNe uj 6. NO BUILDING PERMITS FOR RESIDENTIAL USES WILL BE ISSUED FOR THE"X" LOTS EXCEPT APPROVAL OF THE ENGINEERING DEPARTMENT AND FIRE DEPARTMENT OF THE TOWN. Suite 900, LB 16 a FOR THE AMENITY CENTER LOT(BLOCK B, LOT 17X). Dallas, Texas 75206 W 17.THE PUBLIC ACCESS, DRAINAGE AND UTILITY EASEMENT IS TO BE DEDICATED TO THE Tel. No. (972)865-1343 3� Notary Public, State of Texas 7. PUBLIC ACCESS IS RESTRICTED WITHIN THE PERPETUAL CONSERVATION AREA. TOWN AS A "PUBLIC EASEMENT" BUT THE MAINTENANCE OF THE PUBLIC ACCESS AND Contact: Jennifer Ration 1 0 DRAINAGE ARE THE RESPONSIBILITY OF THE HOA. m 8. THE PERPETUAL CONSERVATION AREA (INST. D219086822, O.P.R.T.C.T.) IS OWNED BY THE No. DATE REVISION DESCRIPTION TOWN OF WESTLAKE AND TO BE MAINTAINED BY THE TOWN OF WESTLAKE. 18.WATER AND SEWER UTILITIES ARE TO BE PUBLIC, IN A DEDICATED PUBLIC EASEMENT,AND ENGINEER: o DEDICATED TO THE TOWN FOR MAINTENANCE OF THE SAME. KIMLEY-HORN AND ASSOC. INC. 9. THE PUBLIC PARKLAND DEDICATION (OPEN SPACE LOT 17X, BLOCK C), IS HEREBY 6160 Warren Pkwy., Suite 210 DEDICATED TO THE TOWN OF WESTLAKE. 19.THE MAINTENANCE OF ALL DRAINAGE AND UTILITY EASEMENTS LOCATED ON PRIVATE Frisco, Texas 75034 PROPERTY ARE THE RESPONSIBILITY OF THE PROPERTY OWNER. Tel. NO. (972) 335-3580 imle >>> Horn ui 10.ALL VEGETATION, INCLUDING TREES, UNDERSTORY AND GROUND COVER, WITHIN THE CONSERVATION AREA SHOWN HEREIN SHALL REMAIN IN AN UNDISTURBED STATE AT ALL 20.SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF THE Fax No. (972) 335-377901 TIMES, EXCEPT AS AUTHORIZED BY ORDINANCE 846. TOWN SUBDIVISION ORDINANCE AND STATE PLATTING STATURES AND IS SUBJECT TO Contact: Craig Malan, PE 6160 Warren Pkwy., Suite 210 Tel. No. (972) 335-3580 FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. Frisco, Texas 75034 FIRM # 10193822 Fax No. (972) 335-3779 Y 11.INDIVIDUAL LOT OWNERS/BUILDERS ARE REQUIRED TO SUBMIT DETAILED LOT GRADING w Copyright©2016 PLANS THAT CONFORM TO THE DRAINAGE PATTERNS SHOWN ON THE APPROVED CIVIL 21.ALL BUILDING LINES TO BE IN ACCORDANCE WITH APPROVED ZONING. Scale Drawn by Checked by Date Project No. Sheet No. z Kimley-Horn and Associates,Inc. CONSTRUCTION PLANS FOR THE DEVELOPMENT,THAT IS SIGNED AND SEALED BY A TEXAS All rights reserved 1" = 100' JMH KHA JUNE 2019 067125008 2 OF 2 0 Planning and Zoning Item # 7 — Adjournment Regular Session Back up material has not been provided for this item.