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09.16.2024 Parks Board Agenda Packet TOWN OF TROPHY CLUB MEETING AGENDA PARKS & RECREATION BOARD 1 Trophy Wood Drive Trophy Club, Texas 76262 September 16, 2024 6:00 PM Council Chambers CALL TO ORDER AND ANNOUNCE A QUORUM PUBLIC COMMENT(S) This is an opportunity for citizens to address the Board/Commission on any matter pursuant to Texas Government Code Sec. 551.007. The Board/Commission is not permitted to discuss or take action on any presentations made concerning matters that are not listed on the agenda. Presentations are limited to matters over which the Board/Commission has authority. Speakers have up to four (4) minutes or the time limit determined by the Presiding Officer. Each speaker must have submitted their request to speak by completing the Speaker’s Form or may email dwilson@trophyclub.org ANNOUNCEMENTS AND REPORTS 1. Department Updates (C. Ellis) a) Recreation Updates: (Taste of Trophy Club, Fall Programming) b) Aquatics Engagement Information c) RFQ Parks and Recreation Master Plan REGULAR ITEMS 2. Discuss and consider approval of the Parks & Recreation Board Meeting minutes dated August 19, 2024. (D. Wilson) 3. Pickleball 50% Construction Document Review (C.Ellis) FUTURE AGENDA ITEMS ADJOURN The Board/Commission may convene into executive session to discuss posted items as allowed by Texas Government Code Sections 551.071 through 551.076 and Section 551.087. Page 1 of 29 Notice is hereby given that a quorum of the Town of Trophy Club Town Council may be in attendance at this meeting. The Town Council will not deliberate or take any action. CERTIFICATION I do hereby certify that the Notice of Meeting was posted on the bulletin board at the Town Hall for the Town of Trophy Club, Texas, in a place convenient and readily accessible to the general public at all times on the following date and time: September 13, 2024, at 3:30 PM, and said Notice of Meeting was also posted concurrently on the Town’s website in accordance with Texas Government Code Ch. 551 at least 72 hours prior to the scheduled time of said meeting. /s/ Daniel Wilson Daniel Wilson Senior Administrative Assistant If you plan to attend this public meeting and have a disability that requires special needs, please contact the Town Secretary’s Office at 6822372900, 48 hours in advance, and reasonable accommodations will be made to assist you. Page 2 of 29 COMMUNITY INPUT TOWN OF TROPHY CLUB SURVEY DEMOGRAPHICS PERCEPTION OF FACILITIES COMMUNITY FEEDBACK POOL & SPLASHPAD SITE ENHANCEMENTS AQUATIC ENHANCEMENTS EXISTING CONDITIONS The Top 5 combined site and aquatic enhancements for respondents are: 56.3% of respondents have families of 3-4 people and visit 1-10 times a month “I visit the aquatic facility because it is conveniently located” “Good lifegaurds, they ensure safety” “My kids still use the slides in lagoon but not for much longer” Majority of community respondents would like to see aquatic enhancements Households that visit 11-21 times a month desire more amenities for the existing swim team •Body Slide •Group Shade •Lounge Area/Sun Deck •Public Cabanas •Play Structure The #1 most desired aquatic enhancement is a Body Slide Public Cabanas were #3 most desired site enhancement Majority of households who have children involved in aquatic sports would like a pool heater for swimming year-round Group Shade is the #1 most desired site enhancement Play Structure is the #2 most desired aquatic enhancement Lounge Area/Sun Deck is the #2 most desired site enhancement Households that visit 1-10 times in a month would love to see more big kid aquatic amenities Drop Slide is the #3 most desired aquatic enhancement Average rating of the existing facilities and level of maintenance What makes you frequent the existing Community Pool and Splash Pad? 6.9/10 99%Of the respondents live in the town of Trophy Club. 1 to5 times Households w/ 5 people or less visited between AUGUST 2024 FREQUENCY AGES IN HOUSEHOLDCHILDREN < AGE 18 Do you have any children living with you under the age of 18? How many times in a given month did members of your household visit Trophy Club Community Pool & Splashpad? RANKING OF EXISTING AMENITIES TOP 4 BOTTOM 4 ▪LAP POOL ▪KIDDIE POOL ▪LAGOON ▪PIRATE SHIP ▪UMBRELLA SEATING ▪MAIN BUILDING ▪OPEN SPACE ▪PUMP HOUSE SURVEY RESPONSES 112 28%Of the respondents are currently involved in Aquatic sports. 4.5%56.3%29.5%9.7% NO 12.5% YES 87.5% 16.8% 21.2% 8.9% 5.5% 15.1% 20.9% 7.9% 2.4% 1.4% 60-69 70 > 40-49 30-39 20-29 13-19 6-12 0-5 50-59 5 0 1-5 6-10 11-20 21+ 9 6 17 1 30 0 1-5 6-10 11-20 21+0 1-5 6-10 11-20 21+ 12 35 12 6 5 9 1 0 1-5 6-10 11-20 21+ 1-2 People in Household 3-4 People in Household 4-5 People in Household >5 People in Household Page 3 of 29 Parks and Recreation Board Meeting Monday, August 19, 2024 Page 1 of 3 TOWN OF TROPHY CLUB PARKS AND RECREATION BOARD MINUTES MONDAY, AUGUST 19, 2024; 6:00 P.M. The Trophy Club Parks and Recreation Board met in a Regular Session on Monday, August 19, 2024. The meeting was held at Town Hall, 1 Trophy Wood Drive in the Council Chambers. BOARD MEMBERS PRESENT: Dean Murray Chairperson Robert Ferguson Vice Chairperson Patrick Schrein Secretary Dana Kizer Board Member Jennifer Kashner Board Member Jeffrey Eason Board Member BOARD MEMBERS ABSENT: Stephanie Presley Board Member Chuck Hall Board Member STAFF PRESENT: Chase Ellis Director of Parks and Recreation Madison Seil Recreation Superintendent Daniel Wilson Senior Administrative Assistant for Parks and Recreation CALL TO ORDER AND ANNOUNCE A QUORUM Chairperson Murray called the meeting to order at 6:01 p.m. and noted a quorum. PUBLIC COMMENTS No Public Comments were made. REGULAR SESSION 1.Department Updates. Recreation Superintendent Seil provided the board with the following updates: a. A review of the Summer Adventure Camp Program, including participation statistics and overviews of various camp activities. Discussion was held on the method of registration to allow more variation in residents to participate in the future. b. A review of the Community Pool, including it’s Learn-To-Swim program and operational hours leading into the end of the Summer season. c. Upcoming Town events include the Dive-In Movie on August 30th at the Community Pool and Taste of Trophy Club on September 7th at Independence Park East. Director Ellis provided the board with additional updates, including: d. The replacement of the Trophy Club Park ticket entry machine is scheduled for replacement in the near future. The development of the integration software has been finished and the project will be completed with the installation of the new equipment. e. A National Day of Service event will take place at Trophy Club Park on September 14th. Community Page 4 of 29 Parks and Recreation Board Meeting Monday, August 19, 2024 Page 2 of 3 members are encouraged to sign up for the event online at www.trophyclub.org/nods24. 2.Parks Improvement Subcommittee Updates. Board member Kizer provided the board with the following update from the Parks Improvement Subcommittee: a. The Town Council had approved the construction of Option 3 for the Pickleball Project with six dedicated pickleball courts to be constructed at Harmony Park. b. The Parks Improvement Subcommittee will shift their focus to the ongoing Community Pool Renovation Project. The Community Feedback summary conducted by Parkhill will be available for review in October. c. The Subcommittee will plan to meet in October to discuss the progress on the Pool Renovation Project, though a date has not yet been set. Director Ellis added that the Parks & Recreation Master Plan RFP is currently open and accepting bids. The presentation will be due by August 30, with a recommendation put before the Town Council in October. Several board members volunteer to participate in interviews with potential firms. Director Ellis also commented on the proposed timeline for the Community Pool Renovation project. 3.Discuss and consider approval of the Parks & Recreation Board Meeting minutes dated July 15, 2024, and the Special Parks & Recreation Board Meeting minutes dated July 29, 2024. Secretary Schrein motioned to approve the Parks & Recreation Board Meeting minutes dated July 15, 2024, and the Special Parks & Recreation Board Meeting minutes dates July 29, 2024. Vice Chairperson Ferguson seconded the motion. Chairperson Murray called for a vote. The motion passed unanimously (6- 0). 4.Discuss and consider appointment of additional member to the Parks Improvement Sub- Committee. Director Ellis opened the floor to the board and asked if they believed a reorganization of the Parks Improvement Sub-committee was needed to fill the vacant positions on the subcommittee. Director Ellis also commented that Town Staff would be looking for greater involvement from the Parks Improvement Subcommittee as the Town begins to balance several, large-scale projects. The board determined that no change was needed at the moment, and the appointment of the board members to each sub-committee would be left to a later meeting. No action was taken. 5.Future Agenda Items The board requested the following items to be added to a future agenda: a. Summer Adventure Camp Statistics b. Review of the responsibilities of the Parks Board to serve as the Tree Board c. Community Pool Statistics d. Trophy Club Park Statistics Page 5 of 29 Parks and Recreation Board Meeting Monday, August 19, 2024 Page 3 of 3 ADJOURN Board member Kashner motioned to adjourn. Vice Chairperson Ferguson seconded the motion. Chairperson Murray adjourned the meeting at 6:56 PM. Patrick Schrein, Secretary Daniel Wilson, Senior Administrative Assistant Parks and Recreation Board Parks and Recreation Department Town of Trophy Club, TX Town of Trophy Club, TX Page 6 of 29 DEDICATED PICKLEBALL COURTS CLIENT Z:\ZDrive\Projects\TTC\TTC24001\04-Production\Planning and Design\Construction Drawings\Current Drawings\TTC24001-CS1.dwg, 9/12/2024 4:26:39 PM, Xochilyn DavisThe John R. McAdams Company, Inc. www.mcadamsco.com 4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715 TBPE: 19762 TBPLS: 10194440 CONTACT PROJECT DIRECTORY 699 INDIAN CREEK DRIVE TOWN OF TROPHY CLUB CONSTRUCTION PLANS PROJECT NUMBER: TTC24001 DATE: SEPTEMBER 2024 VICINITY MAP N.T.S. REVISIONS N0.DATE TOWN OF TROPHY CLUB PARKS AND RECREATION DEPARTMENT 1 TROPHY WOOD DRIVE TROPHY CLUB, TX, 76262 682. 237. 2900 CHASE ELLIS OWNER TOWN OF TROPHY CLUB 1 TROPHY WOOD DRIVE TOWN OF TROPHY CLUB, TX, 76262 PHONE: 682. 237. 2900 STRUCTURAL ENGINEER FALKOFSKE ENGINEERING, INC. ARLINGTON, TX, 76012 PHONE: 817. 261. 8300 MEGAN HATCHER, RLA MHATCHER@MCADAMSCO.COM PHONE: 972. 436. 9712 PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION DENTON COUNTY, TOWN OF TROPHY CLUB DESCRIPTION CONSTRUCTION PLANS FOR: DEDICATED PICKLEBALL COURTS TOWN OF TROPHY CLUB, TEXAS, 76262 PROJECT NUMBER: TTC24001 PROJECT SITE MEGAN EHA T CHRA.HISTEC CTTESAETST AIREG O F ET XR LDRE CAANDSEP A 135 6 Sheet List Table Sheet Number Sheet Title C0.00 COVER SHEET C0.01 GENERAL NOTES C1.00 EXISTING CONDITIONS C1.01 DEMOLITION PLAN C3.00 DRAINAGE AREA MAP C6.00 EROSION CONTROL PLAN C6.01 EROSION CONTROL DETAILS L0.00 GENERAL NOTES L1.00 TREE PRESERVATION PLAN L1.01 TREE PRESERVATION NOTES L2.00 SITE, PAVING, AND MATERIALS PLAN L2.01 DIMENSIONAL CONTROL PLAN L3.00 GRADING PLAN L4.00 HARDSCAPE DETAILS L4.01 HARDSCAPE DETAILS L4.02 FURNISHING SPECIFICATIONS L5.00 LANDSCAPE PLAN L6.00 LIGHTING PLAN L6.01 LIGHTING DETAILS L7.00 IRRIGATION PLAN Page 7 of 29 C0.01 TTC24001-GN1.DWG N.T.S. GENERAL NOTES CLIENT REVISIONS PROJECT NO.TTC24001 FILENAME CHECKED BY MC DRAWN BY CMK SCALE DATE 09.12.2024 N0.DATE Z:\ZDrive\Projects\TTC\TTC24001\04-Production\Planning and Design\Construction Drawings\Current Drawings\TTC24001-GN1.dwg, 9/12/2024 4:27:10 PM, Xochilyn DavisThe John R. McAdams Company, Inc. www.mcadamsco.com 4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715 TBPE: 19762 TBPLS: 10194440 DEDICATED PICKLEBALLCOURTSCONSTRUCTION PLANS699 INDIAN CREEK DRIVETROPHY CLUB, TEXAS 76262SHEET PLAN INFORMATION TOWN OF TROPHY CLUB PARKS & RECREATION DEPARTMENT 1 TROPHY WOOD DRIVE TROPHY CLUB, TEXAS 76262 PHONE: 682.237.2900 CHASE ELLIS PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION MEGAN EHA T CHRA.HISTEC CTTESAETST AIREG O F ET XR LDRE CAANDSEP A 135 6 GENERAL NOTES: 1.THE TERM MUNICIPALITY REFERS TO THE TOWN OF TROPHY CLUB. 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE MUNICIPALITY AND SHALL BE IN ACCORDANCE WITH THE MUNICIPAL STANDARD DETAILS AND SPECIFICATIONS FOR CONSTRUCTION. ALL WORK NOT COVERED IN THE CONTRACT DOCUMENTS AND MUNICIPAL STANDARD DETAILS AND SPECIFICATIONS FOR CONSTRUCTION SHALL BE GOVERNED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 3.EXISTING UTILITY LOCATIONS SHOWN ARE GENERALLY SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE AND LOCATION OF EACH PARTICULAR UTILITY. EXISTING UTILITIES SHOWN HAVE BEEN BASED ON AVAILABLE RECORD DRAWINGS AND SURFACE APPURTENANCE FIELD TIES ONLY. SOME UTILITY LINES AND SURFACE LOCATIONS MAY NOT BE SHOWN. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ACTUAL FIELD LOCATIONS AND PROTECTION OF EXISTING UTILITIES WHETHER SHOWN OR NOT. THE CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS TO EXISTING UTILITIES WHETHER SHOWN OR NOT, DAMAGED BY THE CONTRACTOR'S ACTIVITIES. DIFFERENCES IN HORIZONTAL OR VERTICAL LOCATIONS OF EXISTING UTILITIES SHALL NOT BE BASIS FOR ADDITIONAL COMPENSATIONS TO THE CONTRACTOR. 4.THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION AND PRIMARY CONTROL. ANY SUCH POINTS WHICH THE CONTRACTOR BELIEVES WILL BE DESTROYED SHALL HAVE OFFSET POINTS ESTABLISHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MONUMENTATION DESTROYED BY THE CONTRACTOR SHALL BE REESTABLISHED AT CONTRACTORS EXPENSE BY A REGISTERED PROFESSIONAL LAND SURVEYOR. 5.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO: A.) PREVENT ANY DAMAGES TO PRIVATE PROPERTY AND PROPERTY OWNER'S POLES, FENCES, SHRUBS, ETC. B.) PROTECT ALL UNDERGROUND UTILITIES. C.) NOTIFY ALL UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO EXCAVATION IN ACCORDANCE WITH TEXAS LAW. D.) FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES IN THE VICINITY OF CONSTRUCTION ACTIVITIES PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY UNIDENTIFIED POTENTIAL CONFLICTS THAT MAY EXIST BETWEEN THE EXISTING UTILITIES AND CONSTRUCTION PLANS. 6.ANY DAMAGES THAT MAY OCCUR TO REAL PROPERTY OR EXISTING IMPROVEMENTS, INCLUDING EXISTING PRIVATE AND PUBLIC LANDSCAPE IRRIGATION SYSTEMS, SHALL BE RESTORED BY THE CONTRACTOR TO AT LEAST THE SAME CONDITION THAT THE REAL PROPERTY OR EXISTING IMPROVEMENT WERE IN PRIOR TO THE DAMAGES. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR THE ADJUSTMENT OF SPRINKLER HEADS TO FINAL GRADE AND RELOCATION IF NECESSARY. 7.THE CONTRACTOR SHALL MAINTAIN DRAINAGE AT ALL TIMES DURING CONSTRUCTION. THE PONDING OF WATER IN STREETS, DRIVES, TRENCHES, ETC, WILL NOT BE ALLOWED. THE CONTRACTOR SHALL MAINTAIN EXISTING DRIVEWAYS ACCESS AT ALL TIME. 8.THE CONTRACTOR SHALL MAINTAIN EXISTING SANITARY SEWER AND WATER SERVICES AT ALL TIMES DURING CONSTRUCTION. 9.AREAS OF THE SITE THAT WILL UNDERLIE FILL SHALL BE SCARIFIED TO A DEPTH OF 8 INCHES, FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN UNCOMPACTED THICKNESS. ALL FILL MATERIAL SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY WITH A MOISTURE CONTENT FROM -3% TO +1% OF OPTIMUM OR PER GEOTECH RECOMMENDATION. FIELD DENSITY TESTS PER MUNICIPAL REQUIREMENTS. 10.THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS GOVERNING EXCAVATION. THE CONTRACTOR SHALL PROVIDE DETAILED PLANS AND SPECIFICATION FOR TRENCH SAFETY SYSTEMS THAT COMPLY WITH APPLICABLE LAWS GOVERNING EXCAVATION. THESE PLANS SHALL BE SEALED BY AN ENGINEER EXPERIENCED IN THE DESIGN OF TRENCH SAFETY SYSTEM, REGISTERED IN THE STATE OF TEXAS. THE CONTRACTOR SHALL SUBMIT COMPLETED TRENCH SAFETY PLANS TO THE MUNICIPALITY PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL ASPECTS OF WORK RELATED TO EXCAVATION. ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR, OSHA, "CONSTRUCTION SAFETY AND HEALTH REGULATIONS". 11.WORK MAY NOT BE BACKFILLED OR COVERED UNTIL IT HAS BEEN INSPECTED BY THE MUNICIPALITY. 12.ALL EXCAVATION ON THE PROJECT IS UNCLASSIFIED. 13.ALL CURB AND GUTTER SHALL BE INTEGRAL WITH THE CONCRETE PAVEMENT. 14.CONTRACTOR SHALL COORDINATE THE PROTECTION OF EXISTING FRANCHISE UTILITIES AND APPURTENANCES INCLUDING EXISTING UTILITY POLES IN THE VICINITY OF CONSTRUCTION OPERATIONS WHETHER UTILITIES ARE SHOWN ON PLANS OR NOT. ANY DAMAGE INCURRED TO EXISTING FRANCHISE UTILITIES, APPURTENANCES, UTILITY POLES, LIGHT STANDARDS, ETC., BY CONSTRUCTION RELATED ACTIVITIES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 15.THE CONTRACTOR SHALL LOCATE AND RECORD EXISTING IRRIGATION SYSTEMS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL TEMPORARILY REMOVE AND CAP IRRIGATION SYSTEM AS NECESSARY FOR CONSTRUCTION AND SHALL REPLACE THE PORTION REMOVED WITH EQUIVALENT SYSTEMS. CONTRACTOR SHALL COORDINATE ANY IRRIGATION WORK WITH THE MUNICIPALITY AND PROPERTY OWNER'S REPRESENTATIVES. 16.THE CONTRACTOR MUST CEASE ALL CONSTRUCTION OPERATIONS IMMEDIATELY IF A SUSPECTED ARCHEOLOGICAL OBJECT/ARTIFACT IS UNCOVERED DURING CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY CONTACT THE TEXAS HISTORICAL COMMISSION AND THE MUNICIPALITY. PROJECT WORK WILL NOT COMMENCE UNTIL PROPER PERMITS ARE IN PLACE AND PROVIDED TO THE MUNICIPALITY. 17.ALL PAVING DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 18.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH ALL HANDICAPPED ACCESSIBILITY REQUIREMENTS INCLUDING SIGNAGE, TEXTURES, COLORING, MARKINGS, AND SLOPES OF ADA/TAS 2012 ACCESSIBLE ROUTES & RAMPS, AND PARKING SPACES. 19.ALL PIPE LENGTHS MEASURED FROM STATION TO STATION BASED ON THE CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. 20.CONTRACTOR SHALL NOTIFY ENGINEER IF ANY DISCREPANCIES ARISE. 21.THE LOCATION OF UNDERGROUND FACILITIES INDICATED ON THE PLANS IS TAKEN FROM PUBLIC RECORDS. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES PRIOR TO WORKING IN THE AREA TO CONFIRM THEIR EXACT LOCATION AND TO DETERMINE WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND FACILITIES. IF THE EXISTING UNDERGROUND UTILITIES ARE DAMAGED, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF REPAIRING THE UTILITY. 22.WHERE EXISTING UTILITIES, SERVICE LINES OR IRRIGATION LINES ARE CUT, BROKEN OR DAMAGED, THE CONTRACTOR SHALL REPLACE OR REPAIR THE UTILITIES, SERVICE LINES OR IRRIGATION LINES WITH THE SAME TYPE OF ORIGINAL MATERIAL AND CONSTRUCTION, OR BETTER, UNLESS OTHERWISE SHOWN OR NOTED ON THE PLANS, AT HIS OWN COST AND EXPENSE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICTS IN GRADES AND ALIGNMENTS. 23.ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR, OSHA, "CONST. SAFETY AND HEALTH REGULATIONS." VOL. 29, SUBPART P. PG. 128-137, AND ANY AMENDMENTS THERETO. THE CONTRACTOR SHALL PREPARE AND IMPLEMENT A TRENCH SAFETY PLAN FOR THIS PROJECT. 24.THE CONTRACTOR SHALL RESTORE ALL AREAS, ONSITE AND OFFSITE, DISTURBED BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT LIMITED TO: TRENCH BACKFILL, SIDE SLOPES, FENCES, CULVERT PIPES, DRAINAGE SWALES, STAGING AREAS, DRIVEWAYS, PRIVATE YARDS AND ROADWAYS. UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE DRAWINGS, RESTORATION SHALL INCLUDE HYDROMULCHING ALL DISTURBED AREAS WITH A SLOPE OF LESS THAN 20% (1:5) AND SODDING AREAS WITH A SLOPE OF 20% (1:5) OR GREATER. ESTABLISHMENT OF GRASS THROUGH PROPER WATERING IS LEFT UP TO THE CONTRACT'S MEANS AND METHODS, UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE/IRRIGATION DRAWINGS. 25.THE CONTRACTOR SHALL KEEP RECORDS FOR AS-BUILTS DRAWINGS AND SHALL SUBMIT MARK-UPS TO THE MUNICIPALITY INSPECTOR PRIOR TO SCHEDULING A FINAL WALK THROUGH INSPECTION. 26.PRIOR TO CONSTRUCTION, A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH REPRESENTATIVES FROM ALL CONTRACTORS, THE ENGINEER, AND THE MUNICIPALITY. 27.ALL CONSTRUCTION MUST ADHERE TO THE TREE PRESERVATION REQUIREMENTS OF THE MUNICIPALITY. 28.THE CONTRACTOR, AND HIS AGENTS, AND SUB-CONTRACTOR, ARE COMPLETELY RESPONSIBLE FOR THE VERIFICATION OF THE ACCURACY OF THE DIMENSION CONTROL FURNISHED HEREIN. THE OWNER, ENGINEER AND THEIR AGENTS, ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE COORDINATES FURNISHED. THE CONTRACTOR IS REQUIRED TO VERIFY ALL COORDINATES FOR ACCURACY AND CONFIRM THE LOCATIONS OF ALL UTILITIES TO BE CONSTRUCTED, BOTH HORIZONTAL AND VERTICALLY. DISCREPANCIES FOUND BY THE CONTRACTOR SHALL BE REPORTED, IN WRITING, TO THE OWNER IMMEDIATELY FOR RECONCILIATION. 29.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMPLEMENTATION OF STORM WATER POLLUTION PREVENTION PLAN (SWPPP) REQUIRED FOR THIS PROJECT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL PREPARE, IMPLEMENT AND MAINTAIN THE SWPPP IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT TCEQ AND NPDES GENERAL PERMIT AS DESCRIBED IN THE FEDERAL REGISTER, PAGES 36489 THROUGH 36519. GENERAL NOTES FOR PAVING IMPROVEMENTS 1.THE SUB GRADE SHALL BE PROOF ROLLED AND OBSERVED BY THE CONSTRUCTION INSPECTOR PRIOR TO AND AFTER SUB-GRADE STABILIZATION. 2.THE CONTRACTOR SHALL PROCEED WITH PAVING NO MORE THAN SEVENTY-TWO (72) HOURS AFTER DENSITY/MOISTURE TESTS HAVE BEEN TAKEN AND PASSED BY A REGISTERED TESTING FIRM. COPIES OF THE TEST RESULTS SHALL BE FURNISHED TO THE MUNICIPALITY. IN THE EVENT PAVING OPERATIONS HAVE NOT COMMENCED WITHIN THE SEVENTY-TWO (72) HOUR LIMIT, A RETEST SHALL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. 3.MANHOLE RIM ELEVATIONS, CLEAN-OUTS, VALVE BOXES, FIRE HYDRANTS, ETC. SHALL BE ADJUSTED TO FINISHED GRADE BY THE PAVING CONTRACTOR AT THE TIME OF PAVING. 4.THE PAVING CONTRACTOR SHALL INSTALL A BLUE REFLECTOR IN THE STREET OR FIRE LANE CENTERLINE AT THE LOCATION OF EACH FIRE HYDRANT. TEXAS ACCESSIBILITY STANDARDS/AMERICAN WITH DISABILITIES ACT REQUIREMENTS 1.THE MAXIMUM ALLOWED CROSS SLOPE ON ANY PROPOSED SIDEWALK OR TRAIL IS 2%. 2.THE MAXIMUM ALLOWED PATH OF TRAVEL SLOPE IS 5%, UNLESS OTHERWISE NOTED ON THESE PLANS. ANY SLOPE GREATER THEN 5%, AND LESS THAN 8.25%, MUST HAVE HANDRAILS. NO SLOPE GREATER THAN 8.25% SHALL BE ALLOWED. 3.SLOPES BETWEEN 5% AND 8.25% ARE CONSIDERED RAMPS. NO RAMP CAN EXCEED 30' IN LENGTH AND NO RAMP CAN EXCEED A GRADE CHANGE OF MORE THAN 2'-6". LANDINGS ARE REQUIRED IF EITHER OF THESE ARE EXCEEDED. 4.LANDINGS MAY NOT EXCEED 2% SLOPE IN ANY DIRECTION. 5.RAILINGS, IF REQUIRED, ARE TO EXTEND A MINIMUM OF 1' INTO THE LANDING AREA. 6.CURB RAMPS ARE REQUIRED AT THE END AT ALL CROSSWALKS. ALL CURB RAMPS ARE TO HAVE A MAXIMUM OF 6" OF RISE OVER THE 6' LENGTH OF THE RAMP. THE MAXIMUM ALLOWED CROSS SLOPE IS 2%. 7.TRUNCATED DOMES ARE TO BE INSTALLED AT THE BOTTOM OF EACH RAMP. THE DOMES ARE TO EXTEND THE FULL WIDTH OF THE PROPOSED RAMP AND MUST BE OF A CONTRASTING COLOR TO THE RAMP PAVEMENT, SIMILAR COLORS WILL NOT BE ACCEPTED. 8.ANY WALKWAY, SIDEWALK OR TRAIL, LESS THAN 5' IN WIDTH MUST HAVE A 5'X5' PASSING ZONE EVERY 200', OR LESS. 9.A PAVED ACCESSIBLE PARKING SPACE MUST INCLUDE: 9.1.THE INTERNATIONAL SYMBOL OF ACCESSIBILITY PAINTED CONSPICUOUSLY ON THE SURFACE IN A COLOR THAT CONTRASTS THE PAVEMENT; 9.2.THE WORDS "NO PARKING" PAINTED ON ANY SURFACE AISLE ADJACENT TO THE PARKING SPACE. THE WORDS MUST BE PAINTED: 9.2.1.IN ALL CAPITAL LETTERS 9.2.2.WITH A LETTER HEIGHT OS AT LEAST 12 INCHES AND A STROKE WIDTH OF AT LEAST 2 INCHES; AND 9.2.3.CENTERED WITHIN EACH ACCESS AISLE ADJACENT TO THE PARKING SPACE; AND 9.3.A SIGN IDENTIFYING THE CONSEQUENCES OF PARKING ILLEGALLY IN A PAVED ACCESSIBLE SPACE. THE SIGN MUST: 9.3.1.AT A MINIMUM STATE "VIOLATORS SUBJECT TO FINE AND TOWING" IN A LETTER HEIGHT OF AT LEAST ONE INCH; 9.3.2.BE MOUNTED ON A POLE, POST, WALL OR FREE STANDING BOARD; 9.3.3.BE NO MORE THAT EIGHT INCHES BELOW A SIGN REQUIRED BY THE TEXAS ACCESSIBILITY STANDARDS, 502.6; AND 9.3.4.BE INSTALLED SO THAT THE BOTTOM EDGE OF THE SIGN IS NO LOWER THAN 48 INCHES AND NO HIGHER THAN 80 INCHES ABOVE GROUND LEVEL. Page 8 of 29 CLIENTPROJECT NO.TTC24001FILENAMETTC24001-XC1CHECKED BYJSDRAWN BYATSCALE1"=20'DATE09. 11. 2024Z:\ZDrive\Projects\TTC\TTC24001\02-Geomatics\Survey\Topographic\TTC24001-XC1.dwg, 9/12/2024 4:59:47 PM, Austin Turner EXISTING CONDITIONS EXHIBIT HARMONY PARK IN THE JOHN R. MICHAEL SURVEY, ABSTRACT NO. 821 TOWN OF TROPHY CLUB, TEXASPLAN INFORMATIONTOWN OF TROPHY CLUB PARKS &RECREATION DEPARTMENT1 TROPHY WOOD DRIVE,TROPHY CLUB, TEXAS 76262PHONE: 682. 237. 2900CHASE ELLISSURVEYORJAMES STOWELL4400 STATE HIGHWAY 121, SUITE 800LEWISVILLE, TEXAS 75056EMAIL: jstowell@mcadamsco.comGRAPHIC SCALE01020401 inch = 20 ft.The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPLS FIRM #PE:19762 RPLS: 10194440VICINITY MAPN.T.S.C1.00CONDITION SURVEYEXISTINGL E G E N DL O C A L C O N T R O LPROJECTSITEREVISIONSPage 9 of 29 TR TR TR TR TR 20 SCALE GRAPHIC SCALE 0 10 20 40 1 inch = 20 ft. DEMOLITION NOTES: 1.PERIMETER WALLS OF BOCCE BALL COURTS TO BE REMOVED AND STONE BLOCKS ARE TO BE RESERVED FOR REINSTALLATION. STONE BLOCKS WITH CHAMPIONSHIP PLAQUES ARE TO BE RE-INSTALLED PER LOCATIONS SPECIFIED IN THE HARDSCAPE DETAILS. 2.BOCCE BALL COURT SHADE STRUCTURE POLES ARE TO BE REMOVED AND RESERVED FOR REINSTALLATION. PROPOSED LOCATION SPECIFIED ON SHEET L2.01 - SITE, PAVING AND MATERIALS PLAN. 3.BASKETBALL GOALS TO BE REMOVED AND RESERVED FOR REINSTALLATION. PROPOSED LOCATION SPECIFIED ON SHEET L2.01 - SITE, PAVING AND MATERIALS PLAN. 4.LIGHT POLES TO BE REMOVED AND RESERVED FOR REINSTALLATION. PROPOSED LOCATIONS SPECIFIED ON SHEET L6.00 - LIGHTING PLAN. C1.01 TTC24001-DM1.DWG DEMOLITION PLAN CLIENT REVISIONS PROJECT NO.TTC24001 FILENAME CHECKED BY MC DRAWN BY CMK SCALE DATE 09.12.2024 N0.DATE Z:\ZDrive\Projects\TTC\TTC24001\04-Production\Planning and Design\Construction Drawings\Current Drawings\TTC24001-DM1.dwg, 9/12/2024 4:28:19 PM, Xochilyn DavisThe John R. McAdams Company, Inc. www.mcadamsco.com 4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715 TBPE: 19762 TBPLS: 10194440 DEDICATED PICKLEBALLCOURTSCONSTRUCTION PLANS699 INDIAN CREEK DRIVETROPHY CLUB, TEXAS 76262SHEET PLAN INFORMATION TOWN OF TROPHY CLUB PARKS & RECREATION DEPARTMENT 1 TROPHY WOOD DRIVE TROPHY CLUB, TEXAS 76262 PHONE: 682.237.2900 CHASE ELLIS PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION BENCHMARKS: TBM#1: BOX CUT ON THE BACK OF CURB OF AN EXISTING PARKING LOT AT THE NORTHEAST CORNER OF THE MOST NORTHERLY WESTERN STRIP OF PARKING APPROXIMATELY 23' SOUTHWEST OF AN EXISTING LIGHT POLE AND APPROXIMATELY 50' SOUTHWESTERLY FROM THE SOUTHERN EDGE OF INDIAN CREEK DRIVE. ELEVATION: 633.0 LEGEND Page 10 of 29 CLIENT REVISIONS PROJECT NO.TTC24001 FILENAME CHECKED BY MC DRAWN BY CMK SCALE DATE 09.12.2024 N0.DATE Z:\ZDrive\Projects\TTC\TTC24001\04-Production\Engineering\Sheets\TTC24001-G1.dwg, 9/12/2024 4:28:52 PM, Xochilyn DavisThe John R. McAdams Company, Inc. www.mcadamsco.com 4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715 TBPE: 19762 TBPLS: 10194440 DEDICATED PICKLEBALLCOURTSCONSTRUCTION PLANS699 INDIAN CREEK DRIVETROPHY CLUB, TEXAS 76262SHEET PLAN INFORMATION TOWN OF TROPHY CLUB PARKS & RECREATION DEPARTMENT 1 TROPHY WOOD DRIVE TROPHY CLUB, TEXAS 76262 PHONE: 682.237.2900 CHASE ELLIS PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION C3.00 TTC24001-G1.DWG DRAINAGE AREA MAP N.T.S. Page 11 of 29 TR TR TR TR CLIENT REVISIONS PROJECT NO.TTC24001 FILENAME CHECKED BY MC DRAWN BY CMK SCALE DATE 09.12.2024 N0.DATE Z:\ZDrive\Projects\TTC\TTC24001\04-Production\Engineering\Sheets\TTC24001-EC.dwg, 9/12/2024 4:29:37 PM, Xochilyn DavisThe John R. McAdams Company, Inc. www.mcadamsco.com 4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715 TBPE: 19762 TBPLS: 10194440 DEDICATED PICKLEBALLCOURTSCONSTRUCTION PLANS699 INDIAN CREEK DRIVETROPHY CLUB, TEXAS 76262SHEET PLAN INFORMATION TOWN OF TROPHY CLUB PARKS & RECREATION DEPARTMENT 1 TROPHY WOOD DRIVE TROPHY CLUB, TEXAS 76262 PHONE: 682.237.2900 CHASE ELLIS PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION BENCHMARKS: TBM#1: BOX CUT ON THE BACK OF CURB OF AN EXISTING PARKING LOT AT THE NORTHEAST CORNER OF THE MOST NORTHERLY WESTERN STRIP OF PARKING APPROXIMATELY 23' SOUTHWEST OF AN EXISTING LIGHT POLE AND APPROXIMATELY 50' SOUTHWESTERLY FROM THE SOUTHERN EDGE OF INDIAN CREEK DRIVE. ELEVATION: 633.0 GRAPHIC SCALE 0 10 20 40 1 inch = 20 ft. GENERAL NOTES: 1.XXX. C6.00 TTC24001-EC.DWG EROSION CONTROL PLAN 20 SCALE Page 12 of 29 CLIENT REVISIONS PROJECT NO.TTC24001 FILENAME CHECKED BY MC DRAWN BY CMK SCALE DATE 09.12.2024 N0.DATE Z:\ZDrive\Projects\TTC\TTC24001\04-Production\Engineering\Sheets\TTC24001-EC.dwg, 9/12/2024 4:29:47 PM, Xochilyn DavisThe John R. McAdams Company, Inc. www.mcadamsco.com 4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715 TBPE: 19762 TBPLS: 10194440 DEDICATED PICKLEBALLCOURTSCONSTRUCTION PLANS699 INDIAN CREEK DRIVETROPHY CLUB, TEXAS 76262SHEET PLAN INFORMATION TOWN OF TROPHY CLUB PARKS & RECREATION DEPARTMENT 1 TROPHY WOOD DRIVE TROPHY CLUB, TEXAS 76262 PHONE: 682.237.2900 CHASE ELLIS PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION C6.01 EROSION CONTROL DETAILS TTC24001-EC.DWG N.T.S. Page 13 of 29 L0.00 TTC24001-GN1.DWG N.T.S. GENERAL NOTES GENERAL HARDSCAPE NOTES: 1.THE CONTRACTOR SHALL WORK CLOSELY WITH THE OWNER'S REP. AND/OR LANDSCAPE ARCHITECT AND NOTIFY HIM/HER AS ADDITIONAL INFORMATION IS NEEDED TO PROPERLY CONSTRUCT/INSTALL/BUILD ELEMENTS DEPICTED HEREIN. 2.THE CONTRACTOR SHALL PERFORM HIS/HER OWN INVESTIGATIONS TO THE EXTENT NECESSARY TO DETERMINE EFFECTS OF SUB-SURFACE CONDITIONS ON WORK AND SHALL BID AND CONSTRUCT WORK IN ACCORDANCE WITH FINDINGS. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 4.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES AND UNUSUAL CONDITIONS TO OWNER'S REP. AND/OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 5.ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL BE STABILIZED BY SEEDING, FERTILIZING, MULCHING, AND WATERING AS REQUIRED TO OBTAIN AN ACCEPTABLE GROUND COVER, UNLESS SPECIFIED OTHERWISE. ALL AREAS THAT ARE DISTURBED BY CONSTRUCTION INSIDE OR OUTSIDE THE LIMITS OF WORK SHALL BE REPAIRED, GRADED, AND GRASSED AT THE CONTRACTOR'S EXPENSE. 6.SEE CIVIL DRAWINGS FOR ADDITIONAL GRADING AND DRAINAGE INFORMATION. 7.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF ANY AND ALL AREAS WHICH ARE FIELD ADJUSTED DURING CONSTRICTION. 8.CONTRACTOR SHALL RESTORE DAMAGED FINISHES AND REPLACE DAMAGED OR DEFECTIVE PAVER OR CONCRETE UNITS. 9.CONTRACTOR SHALL STAKE ALL WALKS, HARDSCAPE AND OTHER PAVED AREAS TO BE COMPLETED AND OBTAIN APPROVAL FROM OWNER'S REP. AND/OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE RESOLVED PRIOR TO CONSTRUCTION. ANY WORK PERFORMED WITHOUT APPROVAL IS AT RISK FOR REPLACEMENT BY THE CONTRACTOR. 10.ALL FIELD ADJUSTMENTS SHALL RECEIVE APPROVAL FROM OWNER'S REP. PRIOR TO CONSTRUCTION. 11.CONSTRUCT EXPANSION JOINTS WHERE WALKS MEET CURBS, STEPS, WALLS, FIXED SLABS OR VERTICAL STRUCTURES. 12.TEMPORARY EROSION & SEDIMENT CONTROLS (SILT FENCES, ETC.) SHALL BE INSTALLED AT INLETS, PIPES, AND LIMITS OF WORK AREAS WHERE SURFACE RUN-OFF OCCURS UNTIL SOIL STABILIZATION IS COMPLETE. SEE CIVIL DRAWINGS FOR SEDIMENTATION AND EROSION CONTROL INFORMATION. 13.SEE ARCHITECTURAL PLANS FOR BUILDING INFORMATION. 14.CONTRACTOR SHALL MAINTAIN ALL GRASSED AREAS, INCLUDING REPAIR OF EROSION AREAS UNTIL GRASS HAS REACHED LEVEL OF FINAL ACCEPTANCE. 15.ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH CONTRACT DOCUMENTS AND ALL LOCAL, STATE, AND FEDERAL AGENCIES AND REGULATIONS. 16.CONTRACTOR SHALL PROTECT THE PUBLIC FROM CONSTRUCTION AREAS AND ASSOCIATED ACTIVITY DURING CONSTRUCTION. 17.DIGITAL BASE FILE SHALL BE MADE AVAILABLE FOR USE IN FIELD LOCATION OF ELEMENTS AND SITE FEATURES. ANY HARDCOPY INFORMATION THAT CONFLICTS SHALL BE BROUGHT TO OWNER'S REP AND/OR LANDSCAPE ARCHITECT'S ATTENTION. 18.CONTRACTOR SHALL COORDINATE CONDUIT LOCATIONS (I.E. IRRIGATION, ELECTRICAL, NATURAL GAS ETC.) PRIOR TO CONCRETE INSTALLATION 19.GRATES FOR YARD INLETS SHOULD MEET OR EXCEED A PEDESTRIAN RATING AS INDICATED BY DETAILS. SEE CIVIL DRAWINGS. GENERAL FURNISHING NOTES: 1.LOOSE FURNISHINGS BY OWNER. CONTRACTOR TO COORDINATE WITH OWNER/OWNER'S REPRESENTATIVE FOR FURTHER INFORMATION. 2.LIGHTING PLAN TO SHOW LOCATION AND FIXTURE SELECTION ONLY. CONTRACTOR TO TO COORDINATE WITH ELECTRICAL ENGINEER/CONTRACTOR FOR ALL REQUIRED SPECIFICATIONS, DATA, CONNECTIONS, OUTLETS, EQUIPMENT AND CODE REQUIREMENTS. 3.BRING ANY DISCREPANCIES THAT MIGHT EXIST BETWEEN THIS PLAN AND ANY OTHER SUBSEQUENT DRAWINGS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR RESOLUTION PRIOR TO PURCHASING EQUIPMENT OR INSTALLATION. GENERAL LANDSCAPE NOTES: 1.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF TROPHY CLUB AND THE STATE OF TEXAS STANDARDS AND SPECIFICATIONS. 2.CONTRACTOR IS RESPONSIBLE FOR THE SITE INSPECTION BEFORE LANDSCAPE CONSTRUCTION AND INSTALLATION IN ORDER TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS. 3.LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BEFORE BEGINNING DEMOLITION OR INSTALLATION. 4.CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE NOTES, SPECIFICATIONS, DRAWINGS OR SITE CONDITIONS FOR RESOLUTION PRIOR TO INSTALLATION. 5.ANY DAMAGE TO UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 6.THIS PLAN IS FOR PLANTING PURPOSES ONLY. FOR INFORMATION REGARDING BUILDINGS, GRADING, WALLS, ETC., REFER TO ARCHITECTURE, SITE AND GRADING PLANS. 7.VERIFICATION OF TOTAL PLANT QUANTITIES AS SHOWN IN THE PLANT SCHEDULE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 8.CONTRACTOR TO ENSURE PROPER STABILIZATION AND SEEDING OF THE SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. 9.LANDSCAPE MATERIAL SHALL BE WELL FORMED, VIGOROUS, GROWING SPECIMENS WITH GROWTH TYPICAL OF VARIETIES SPECIFIED AND SHALL BE FREE FROM DAMAGE, INSECTS AND DISEASES. MATERIAL SHALL EQUAL OR SURPASS #1 QUALITY AS DEFINED IN THE CURRENT ISSUE OF “AMERICAN STANDARD FOR NURSERY STOCK” AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 10.ALL PLANT MATERIAL IS TO BE CAREFULLY HANDLED BY THE ROOT BALL, NOT THE TRUNK, BRANCHES AND/OR FOLIAGE OF THE PLANT. MISHANDLED PLANT MATERIAL MAY BE REJECTED BY THE LANDSCAPE ARCHITECT. 11.ALL PLANT MATERIAL IS TO BE WELL ROOTED, NOT ROOT BOUND, SUCH THAT THE ROOT BALL REMAINS INTACT THROUGHOUT THE PLANTING PROCESS. DEFICIENT PLANT MATERIAL MAY BE REJECTED BY THE LANDSCAPE ARCHITECT OR OWNER. 12.ALL PLANTS TO BE A MINIMUM OF WHAT IS SPECIFIED IN THE PLANT SCHEDULE. ANY CHANGES OR SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND GOVERNING JURISDICTION PRIOR TO ANY HOLE BEING DUG. 13.CONTRACTOR TO COORDINATE WITH OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT TO ESTABLISH THE EXTENTS OF MULCH/SEED/SOD IF NOT SPECIFICALLY SHOWN ON PLANS. 14.CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL PLANTING AREAS. 15.PROPOSED TREES TO BE PLANTED A MINIMUM 10 FEET FROM ANY LIGHT POLE AS MEASURED FROM TRUNK OF THE TREE TO THE POLE. 16.PROPOSED TREES TO BE PLANTED A MINIMUM 5 FEET FROM ANY FIRE HYDRANT AS MEASURED FROM TRUNK OF THE TREE TO THE HYDRANT. 17.REFER TO SPECIFICATION FOR MORE INFORMATION ON DELIVERY, STORAGE AND HANDLING OF PLANT MATERIAL, QUALITY ASSURANCE, PRODUCTS AND MATERIALS, SOIL TESTING AND AMENDMENTS, INSTALLATION, MAINTENANCE AND WARRANTIES, AND ADDITIONAL PLANTING REQUIREMENTS. GENERAL LANDSCAPE NOTES: 1.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF TROPHY CLUB AND THE STATE OF TEXAS STANDARDS AND SPECIFICATIONS. 2.CONTRACTOR IS RESPONSIBLE FOR THE SITE INSPECTION BEFORE LANDSCAPE CONSTRUCTION AND INSTALLATION IN ORDER TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS. 3.LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BEFORE BEGINNING DEMOLITION OR INSTALLATION. 4.CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE NOTES, SPECIFICATIONS, DRAWINGS OR SITE CONDITIONS FOR RESOLUTION PRIOR TO INSTALLATION. 5.ANY DAMAGE TO UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 6.THIS PLAN IS FOR PLANTING PURPOSES ONLY. FOR INFORMATION REGARDING BUILDINGS, GRADING, WALLS, ETC., REFER TO ARCHITECTURE, SITE AND GRADING PLANS. 7.VERIFICATION OF TOTAL PLANT QUANTITIES AS SHOWN IN THE PLANT SCHEDULE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 8.CONTRACTOR TO ENSURE PROPER STABILIZATION AND SEEDING OF THE SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. 9.LANDSCAPE MATERIAL SHALL BE WELL FORMED, VIGOROUS, GROWING SPECIMENS WITH GROWTH TYPICAL OF VARIETIES SPECIFIED AND SHALL BE FREE FROM DAMAGE, INSECTS AND DISEASES. MATERIAL SHALL EQUAL OR SURPASS #1 QUALITY AS DEFINED IN THE CURRENT ISSUE OF “AMERICAN STANDARD FOR NURSERY STOCK” AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 10.ALL PLANT MATERIAL IS TO BE CAREFULLY HANDLED BY THE ROOT BALL, NOT THE TRUNK, BRANCHES AND/OR FOLIAGE OF THE PLANT. MISHANDLED PLANT MATERIAL MAY BE REJECTED BY THE LANDSCAPE ARCHITECT. 11.ALL PLANT MATERIAL IS TO BE WELL ROOTED, NOT ROOT BOUND, SUCH THAT THE ROOT BALL REMAINS INTACT THROUGHOUT THE PLANTING PROCESS. DEFICIENT PLANT MATERIAL MAY BE REJECTED BY THE LANDSCAPE ARCHITECT OR OWNER. 12.ALL PLANTS TO BE A MINIMUM OF WHAT IS SPECIFIED IN THE PLANT SCHEDULE. ANY CHANGES OR SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND GOVERNING JURISDICTION PRIOR TO ANY HOLE BEING DUG. 13.CONTRACTOR TO COORDINATE WITH OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT TO ESTABLISH THE EXTENTS OF MULCH/SEED/SOD IF NOT SPECIFICALLY SHOWN ON PLANS. 14.CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL PLANTING AREAS. 15.PROPOSED TREES TO BE PLANTED A MINIMUM 10 FEET FROM ANY LIGHT POLE AS MEASURED FROM TRUNK OF THE TREE TO THE POLE. 16.PROPOSED TREES TO BE PLANTED A MINIMUM 5 FEET FROM ANY FIRE HYDRANT AS MEASURED FROM TRUNK OF THE TREE TO THE HYDRANT. 17.CONTRACTOR SHALL COMPLETE SOIL TEST IN ALL PLANTING AREAS TO DETERMINE SOIL AMENDMENT REQUIREMENTS UNLESS WAIVED BY OWNER'S REPRESENTATIVE. CONTRACTOR SHALL ADJUST PH AND FERTILITY BASED UPON THE SOIL TEST RESULTS. 18.TOPSOIL SHALL BE FREE OF MATERIAL LARGER THAN 1.0 INCH IN DIAMETER OR LENGTH AND SHALL NOT CONTAIN SLAG, CINDERS, STONES, LUMPS OF SOIL, STICKS, ROOTS, TRASH, OR OTHER EXTRANEOUS MATERIAL. 19.LOOSEN SUBGRADE / SURFACE SOIL TO A MINIMUM DEPTH OF 6 INCHES. APPLY SOIL AMENDMENTS AND FERTILIZERS AS REQUIRED BY THE SOIL TEST RESULTS TO ACHIEVE A HEALTHY GROWING MEDIA AND MIX THOROUGHLY INTO TOP 4 INCHES OF SOIL. SPREAD PLANTING SOIL MIX TO A DEPTH OF 6 INCHES BUT NOT LESS THAN REQUIRED TO MEET FINISH GRADES AFTER NATURAL SETTLEMENT. DO NOT SPREAD IF PLANTING SOIL OR SUBGRADE IS FROZEN, MUDDY, OR EXCESSIVELY WET. 20.IF IMPORTED TOPSOIL IS REQUIRED, THE SUBGRADE SHALL BE SCARIFIED OR TILLED TO A DEPTH OF AT LEAST 6 INCHES PRIOR TO INSTALLATION OF IMPORTED TOPSOIL. FOLLOWING INSTALLATION OF IMPORTED TOPSOIL, THE TOPSOIL SHALL BE TILLED TO INTEGRATE THE SOIL PROFILES. 21.PLANT MATERIALS ARE TO BE GUARANTEED FOR A PERIOD OF 12 MONTHS. PLANT MATERIALS WHICH REMAIN UNHEALTHY WILL BE REPLACED BY THE LANDSCAPE CONTRACTOR BEFORE THE EXPIRATION OF THE GUARANTEE PERIOD OR IMMEDIATELY IF SO DIRECTED BY THE OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT. 22.ALL TREE PLANTINGS SHALL BE MULCHED TO A DEPTH OF 3 INCHES, AND WITH A MINIMUM 3 FOOT RADIUS FROM BASE OF TREE OR TO DRIPLINE. MULCH SHALL BE FREE OF TRASH AND MAINTAINED WEED FREE. MULCH SHALL NOT COVER THE ROOT FLARE. CONFIRM MULCH SPECIFICATIONS WITH OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT. 23.DO NOT PRUNE TREES AND SHRUBS BEFORE DELIVERY. PROTECT BARK, BRANCHES, AND ROOT SYSTEMS FROM SUN SCALD, DRYING, SWEATING, WHIPPING, AND OTHER HANDLING AND TYING DAMAGE. DO NOT BEND OR BIND-TIE TREES OR SHRUBS IN SUCH A MANNER AS TO DESTROY THEIR NATURAL SHAPE. PROVIDE PROTECTIVE COVERING OF EXTERIOR PLANTS DURING DELIVERY. DO NOT DROP EXTERIOR PLANTS DURING DELIVERY AND HANDLING. 24.DELIVER EXTERIOR PLANTS AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED AND INSTALL IMMEDIATELY. IMMEDIATELY AFTER UNLOADING, STAND THE TREES UP TO REDUCE THE RISK OF SUN SCALD. PROPERLY STAGED TREES ARE STANDING, UNTIED AND SPACED. UNLESS IMMEDIATELY INSTALLED, SET EXTERIOR PLANTS AND TREES IN SHADE, PROTECT FROM WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOTS MOIST. 25.SEE LANDSCAPE DETAILS FOR TREE STAKING REQUIREMENTS. 26.EXCAVATE EDGES OF ALL PLANTING BEDS TO 2 INCH DEPTH TO FORM A NEAT AND CRISP DEFINITION. 27.CONTRACTOR SHALL REMOVE DEBRIS AND FINE GRADE ALL PLANTING AREAS PRIOR TO INSTALLATION. 28.REMOVE GUY WIRES AND STAKES AT END OF WARRANTY PERIOD OR ESTABLISHMENT. 29.FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFACE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR MINUS 1/2 INCH OF FINISH ELEVATION. ROLL AND RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT FINISHED GRADING TO AREAS THAT CAN BE PLANTED IN THE IMMEDIATE FUTURE. WARRANTY & MAINTENANCE: 1.WARRANTY: INSTALLER SHALL REPAIR OR REPLACE ANY PLANTINGS THAT FAIL IN MATERIALS, WORKMANSHIP, OR GROWTH WITHIN ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION. FAILURES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: ·DEATH AND UNSATISFACTORY GROWTH, EXCEPT FOR DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE, NEGLECT, ABUSE BY OWNER, OR INCIDENTS THAT ARE BEYOND CONTRACTOR'S CONTROL. ·STRUCTURAL FAILURES INCLUDING PLANTINGS FALLING OR BLOWING OVER. 2.MAINTENANCE: INITIAL MAINTENANCE SHALL BE PROVIDED IMMEDIATELY AFTER EACH AREA IS PLANTED AND CONTINUE UNTIL SUBSTANTIAL COMPLETION. UPON SUBSTANTIAL COMPLETION, MAINTENANCE FOR ALL PLANT MATERIAL SHALL BE PROVIDED FOR ONE YEAR AT A MINIMUM SHALL INCLUDE: ·TREE AND SHRUB MAINTENANCE: MAINTAIN PLANTINGS BY PRUNING, CULTIVATING, WATERING, WEEDING, FERTILIZING, RESTORING PLANTING SAUCERS, AND RESETTING TO PROPER GRADES OR VERTICAL POSITION, AS REQUIRED TO ESTABLISH HEALTHY, VIABLE PLANTINGS. SPRAY OR TREAT AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. ·GROUND COVER AND PLANT MAINTENANCE: MAINTAIN AND ESTABLISH PLANTINGS BY WATERING, WEEDING, FERTILIZING, MULCHING, AND OTHER OPERATIONS AS REQUIRED TO ESTABLISH HEALTHY, VIABLE PLANTINGS. ·PROTECT EXTERIOR PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS, OPERATIONS BY OTHER CONTRACTORS AND TRADES, AND OTHERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS. GENERAL LAYOUT NOTES: 1.ALL DIMENSIONS ARE TO EDGE OF PAVING UNLESS OTHERWISE INDICATED. 2.ALL CONCRETE SHALL BE 3,000 PSI UNLESS OTHERWISE SPECIFIED BY GEOTECHNICAL REPORT. 3.DIGITAL BASE FILE SHALL BE MADE AVAILABLE FOR USE IN FIELD LOCATION OF ELEMENTS AND SITE FEATURES. HARDCOPY INFORMATION SHALL PREVAIL. GENERAL DETAIL NOTES: APPLIES TO ALL DETAIL SHEETS 1.THESE NOTES SHALL APPLY TO ALL DETAILS INCLUDED IN THIS SET OF CONTRACT DOCUMENTS. 2.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES AND UNUSUAL CONDITIONS TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 3.ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS. 4.ALL CONCRETE SHALL BE 3,000 PSI. 5.CONSTRUCT EXPANSION JOINTS WHERE WALKS MEET CURBS, STEPS, WALLS, OR FIXED SLABS. 6.ALL WOOD, IN CONTACT WITH GROUND, UNLESS OTHERWISE SPECIFIED, SHALL BE SOUTHERN YELLOW PINE, SPIB GRADE NO. 2 COMMON OR BETTER, S4S, SIZED AS SHOWN ON DRAWINGS, TREATED AWPB LP22, 10% MAXIMUM MOISTURE CONTENT. 7.BOLTS, THREADED RODS, WASHERS, NUTS AND ALL BUILDING HARDWARE SHALL BE HOT-DIPPED GALVANIZED. 8.ALL THROUGH BOLTS TO BE SMOOTH SHAFT WITH GALVANIZED NUTS, BOLTS AND WASHERS. 9.ALL NAILS SHALL BE HOT DIPPED GALVANIZED. FINISH NAILS SHALL BE ANNULAR ALLOY ALUMINUM. 10.ALL WELDS CONTINUOUS. 11.INSTALL ALL SITE FURNISHINGS PLUMB, LEVEL, TRUE TO LINE AND AT ELEVATIONS INDICATED. 12.RESTORE DAMAGED FINISHES AND REPLACE DAMAGED OR DEFECTIVE UNITS. 13.SUBMIT SHOP DRAWINGS, PRODUCT DATA AND MAINTENANCE DATA FOR APPROVAL PRIOR TO PURCHASING, FABRICATION AND INSTALLATION. 14.CONTRACTOR TO PROVIDE MOCK-UPS FOR ALL SITE PAVING TO BE USED THROUGHOUT PROJECT TO DEMONSTRATE ALL JOINT PATTERNS, EDGE TREATMENTS AND PAVING PATTERNS. 15.WALL DETAILS SHOWN FOR DESIGN INTENT. REFER TO STRUCTURAL DRAWINGS FOR ALL WALL REINFORCEMENT AND CONSTRUCTION. CLIENT REVISIONS PROJECT NO.TTC24001 FILENAME CHECKED BY MC DRAWN BY CMK SCALE DATE 09.12.2024 N0.DATE Z:\ZDrive\Projects\TTC\TTC24001\04-Production\Planning and Design\Construction Drawings\Current Drawings\TTC24001-GN1.dwg, 9/12/2024 4:31:46 PM, Xochilyn DavisThe John R. McAdams Company, Inc. www.mcadamsco.com 4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715 TBPE: 19762 TBPLS: 10194440 DEDICATED PICKLEBALLCOURTSCONSTRUCTION PLANS699 INDIAN CREEK DRIVETROPHY CLUB, TEXAS 76262SHEET PLAN INFORMATION TOWN OF TROPHY CLUB PARKS & RECREATION DEPARTMENT 1 TROPHY WOOD DRIVE TROPHY CLUB, TEXAS 76262 PHONE: 682.237.2900 CHASE ELLIS PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION MEGAN EHA T CHRA.HISTEC CTTESAETST AIREG O F ET XR LDRE CAANDSEP A 135 6 Page 14 of 29 TR TR TR TR CLIENT REVISIONS PROJECT NO.TTC24001 FILENAME CHECKED BY MC DRAWN BY CMK SCALE DATE 09.12.2024 N0.DATE Z:\ZDrive\Projects\TTC\TTC24001\04-Production\Planning and Design\Construction Drawings\Current Drawings\TTC24001-TS1.dwg, 9/12/2024 4:33:51 PM, Xochilyn DavisThe John R. McAdams Company, Inc. www.mcadamsco.com 4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715 TBPE: 19762 TBPLS: 10194440 DEDICATED PICKLEBALLCOURTSCONSTRUCTION PLANS699 INDIAN CREEK DRIVETROPHY CLUB, TEXAS 76262SHEET PLAN INFORMATION TOWN OF TROPHY CLUB PARKS & RECREATION DEPARTMENT 1 TROPHY WOOD DRIVE TROPHY CLUB, TEXAS 76262 PHONE: 682.237.2900 CHASE ELLIS PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION BENCHMARKS: TBM#1: BOX CUT ON THE BACK OF CURB OF AN EXISTING PARKING LOT AT THE NORTHEAST CORNER OF THE MOST NORTHERLY WESTERN STRIP OF PARKING APPROXIMATELY 23' SOUTHWEST OF AN EXISTING LIGHT POLE AND APPROXIMATELY 50' SOUTHWESTERLY FROM THE SOUTHERN EDGE OF INDIAN CREEK DRIVE. ELEVATION: 633.0 MEGAN EHA T CHRA.HISTEC CTTESAETST AIREG O F ET XR LDRE CAANDSEP A 135 6 GRAPHIC SCALE 0 10 20 40 1 inch = 20 ft. L1.00 TTC24001-TS1.DWG 20 SCALE TREE PRESERVATION PLAN LEGEND JEB XAD Page 15 of 29 TREE PRUNING, REMOVAL AND PROTECTION MEASURES A. QUALITY ASSURANCE 1)Comply with applicable Federal, state, county and local regulations governing landscape work. 2)employ only experienced personnel. Provide adequate supervision by qualified foreman. B. JOB CONDITIONS 1)Coordination: Coordinate and cooperate with other contractors to enable the work to proceed as rapidly and efficiently as possible. 2)In order to minimize conflict, secure from the Construction Manager copies of layout drawings showing the location of all underground utility lines and other structures C. PRODUCTS 1)MULCH: Double shredded hardwood mulch free of sticks, dirt and other debris and derived from the site clearing. D. DEFINITIONS 1)CRZ: Critical Root Zone: The soil space directly under the canopy of any tree, extending out at least 7 feet from the trunk or 2/3 the distance to the drip-line, whichever is greater. 2)TPZ: Tree Protection Zone: The entire soil space located directly under the drip-line of any tree (the entire drip-line). 3)CRS: Complete Root System: The soil space directly under the drip-line of any tree and an additional 7 feet beyond said drip-line. 4)TPF: Tree Protection Fence: The orange safety barrier netting that shall extend around the entire circumference of the tree at the TPZ. E.PRE-CONSTRUCTION TREE PRUNING 1)Personnel Qualifications: All pruning shall be performed under the supervision of an international Society of Arboriculture (ISA) Certified Arborist. 2)All trees within the project area shall be pruned to: (i)Clear the crown of diseased, crossing, weak and dead wood to a minimum of 1 1 2 inches in diameter (ii)Provide 14 feet of vertical clearance over streets and 8 feet over sidewalks. (iii)Remove stubs, cutting outside the wound-wood tissue that has formed around the branch. (iv)Reduce end weight on heavy, horizontal branches by selectively removing small diameter branches, no greater than 2 to 3 inches, near the ends of the scaffolds. 3)Pruning cuts shall be made in accordance with ANSI 300 Pruning Standard and work shall be performed in accordance with ANSI Z133.1 Safety Standards. Pruning shall be in accordance with ISA's Best Management Practices: Tree Pruning 4)No more than 20 percent of live foliage shall be removed from any tree. 5)Brush shall be chipped and chips shall be spread underneath trees within the tree protection zone to a maximum depth of 4 inches, leaving the trunk clear of mulch. F.TREE REMOVAL 1)Trees preservation requires a commitment to preserving and maintaining retained trees, as well as removal of any unsuited trees within the Project Area. 2)All wood debris from all tree removals at the Project Site is to be chipped and stored on site for use in the tree preservation efforts at the discretion of the Landscape Architect. 3)The limits of all tree protection zones shall be staked in the field and observed by all contractors, 4)Any brush clearing required within the tree protection zone shall be accomplished with hand operated equipment. 5)Trees to be removed from within the tree protection zone shall be removed under the supervision of a Certified Arborist. The trees shall be cut near ground level and the stump ground out. G.TREE PROTECTION 1)Before beginning work, the Project Manager, Landscape Architect and/or Owner or their agents are required to meet at the site to review all work procedures, access routes, storage areas, and tree protection measures. Any intended construction activities inside the TPZ shall be clearly outlines. 2)Fences shall be erected to protect trees to be preserved prior to construction equipment arriving on the Project Site. Fences will define the specific protection zone for each tree or group trees. 3)Fences are to be maintained and remain until all site work has been completed and final landscape operations begin. Fences may not be relocated or removed without written permission from the Landscape Architect. Fences may be constructed from 6 "T" stakes and orange web fence material 4)All trees to be preserved shall have 4 inches of hardwood mulch applied inside the tree protection zone. This hardwood mulch shall be replenished as necessary to maintain a 4 inch depth. 5)Construction trailers, traffic and storage areas must remain outside fenced areas at all times. 6)Tree roots extend out in a straight, radial direction from the tree much like spokes on a wheel (to a depth generally not exceeding 24"). All underground utilities and drain or irrigation lines shall be routed outside the tree protection zone. If lines must traverse the protection area, they shall be tunneled or bored under the tree. Trenches "airdug" with Air Spade (registered trademark) or similar technology are the exceptions. Irrigation line may routed in any direction outside the dripline of retained trees. Irrigation lines inside the drip-line must be in a straight, radial direction towards the tree trunk and terminate in a dead end sprinkler head no grater than 7 feet from a tree trunk (irrigation lines shall not in any way bisect and therefore damage the "spoke-like" root system). 7)No materials, equipment, spoil, or waste or washout water may be deposited, stored, or parked within the tree protection zone. 8)If unintentional injury should occur to any tree during construction, it shall be reported to the Landscape Architect within six hours so that remedial action can be taken, Timeliness is critical to tree health. The cost of any remedial treatments will become the burden of the offending contracting company. 9)Any grading, construction, demolition, or other work that in expected to encounter tree roots must be monitored by the Landscape Architect. Specific locations or tree tag numbers should be identified. NTSSCALE: TREE PROTECTION FENCING INFILL WITH 4" OF ON-SITE HARDWOOD BARK MULCH 6 FT METAL "T" STAKE 4 FT PLASTIC SAFETY ORANGE CONSTRUCTION FENCE - SECURE WITH WIRE TOP GUY WIRE - SECURE FENCE TO GUY WIRE NOTES: 1.TREE PROTECTION FENCE MUST BE INSTALLED BEFORE ANY GRADING OR CONSTRUCTION BEGINS. 2.LANDSCAPE ARCHITECT MUST BE PRESENT WHEN ANY WORK IS DONE WITHIN THE TREE PROTECTION FENCE. 01 CLIENT REVISIONS PROJECT NO.TTC24001 FILENAME CHECKED BY MC DRAWN BY CMK SCALE DATE 09.12.2024 N0.DATE Z:\ZDrive\Projects\TTC\TTC24001\04-Production\Planning and Design\Construction Drawings\Current Drawings\TTC24001-TS1.dwg, 9/12/2024 4:34:05 PM, Xochilyn DavisThe John R. McAdams Company, Inc. www.mcadamsco.com 4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715 TBPE: 19762 TBPLS: 10194440 DEDICATED PICKLEBALLCOURTSCONSTRUCTION PLANS699 INDIAN CREEK DRIVETROPHY CLUB, TEXAS 76262SHEET PLAN INFORMATION TOWN OF TROPHY CLUB PARKS & RECREATION DEPARTMENT 1 TROPHY WOOD DRIVE TROPHY CLUB, TEXAS 76262 PHONE: 682.237.2900 CHASE ELLIS PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION MEGAN EHA T CHRA.HISTEC CTTESAETST AIREG O F ET XR LDRE CAANDSEP A 135 6 L1.01 TTC24001-TS1.DWG N.T.S. TREE PRESERVATION NOTES LIST #TAG #CALIPER "COMMON NAME BOTANICAL NAME REMOVED REMARKS 1 302 11.5, 8.5 BLACKJACK OAK QUERCUS MARILANDICA NO MULTITRUNK 2 303 13 POST OAK QUERCUS STELLATA NO 3 304 14.5 POST OAK QUERCUS STELLATA NO 4 305 10.5 BLACKJACK OAK QUERCUS MARILANDICA NO 5 306 8.5 BLACKJACK OAK QUERCUS MARILANDICA NO 6 307 7 POST OAK QUERCUS STELLATA NO 7 308 7.5 BLACKJACK OAK QUERCUS MARILANDICA NO 8 309 7.5 POST OAK QUERCUS STELLATA NO 9 310 9X2, 11 POST OAK QUERCUS STELLATA NO MULTITRUNK 10 311 7X2 BLACKJACK OAK QUERCUS MARILANDICA NO MULTITRUNK 11 312 13.5 POST OAK QUERCUS STELLATA NO 12 313 12 POST OAK QUERCUS STELLATA NO 13 314 10 POST OAK QUERCUS STELLATA NO 14 315 9, 9.5, 11 BLACKJACK OAK QUERCUS MARILANDICA YES MULTITRUNK 15 316 13.5 POST OAK QUERCUS STELLATA NO 16 317 8 POST OAK QUERCUS STELLATA NO 17 318 7.5 BLACKJACK OAK QUERCUS MARILANDICA NO 18 319 7.5, 11.5, 10.5, 6 BLACKJACK OAK QUERCUS MARILANDICA NO MULTITRUNK 19 320 7 POST OAK QUERCUS STELLATA NO 20 321 9.5 BLACKJACK OAK QUERCUS MARILANDICA NO 21 322 10 BLACKJACK OAK QUERCUS MARILANDICA NO 22 323 12 BLACKJACK OAK QUERCUS MARILANDICA NO 23 324 8.5 POST OAK QUERCUS STELLATA NO 24 325 16 POST OAK QUERCUS STELLATA NO 25 326 8.5 BLACKJACK OAK QUERCUS MARILANDICA NO 26 327 9.5 BLACKJACK OAK QUERCUS MARILANDICA NO 27 328 10, 12 BLACKJACK OAK QUERCUS MARILANDICA NO MULTITRUNK 28 329 12 POST OAK QUERCUS STELLATA NO 29 330 11.5 POST OAK QUERCUS STELLATA NO 30 331 8.5 RED BUD CERCIS CANADENSIS NO 31 332 14 POST OAK QUERCUS STELLATA NO 32 333 9.5 POST OAK QUERCUS STELLATA NO 33 334 19 PAPER MULBERRY BROUSSONETIA NO 34 335 8 BLACKJACK OAK QUERCUS MARILANDICA NO 35 336 9 CEDAR ELM ULMUS CRASSIFOLIA NO 36 337 11.5 CEDAR ELM ULMUS CRASSIFOLIA NO 37 338 10 POST OAK QUERCUS STELLATA NO 38 339 16 BRADFORD PEAR PYRUS CALLERYANA NO 39 340 13 BRADFORD PEAR PYRUS CALLERYANA NO 40 341 14 BRADFORD PEAR PYRUS CALLERYANA NO 41 342 15 BRADFORD PEAR PYRUS CALLERYANA NO 42 343 14 BRADFORD PEAR PYRUS CALLERYANA NO 43 344 6 HACKBERRY CELTIS OCCIDENTALIS NO 44 345 15 POST OAK QUERCUS STELLATA NO 45 346 15 POST OAK QUERCUS STELLATA NO 46 347 6.5X2, 9.5, 12.5 POST OAK QUERCUS STELLATA NO MULTITRUNK 47 348 13 POST OAK QUERCUS STELLATA NO 48 349 20 POST OAK QUERCUS STELLATA NO 49 350 13, 13, 9 BLACKJACK OAK QUERCUS MARILANDICA NO MULTITRUNK 50 351 12 BLACKJACK OAK QUERCUS MARILANDICA NO 51 352 10.5 BLACKJACK OAK QUERCUS MARILANDICA NO 52 353 7.5 BLACKJACK OAK QUERCUS MARILANDICA NO 53 354 15 BRADFORD PEAR PYRUS CALLERYANA NO 54 355 13.5 RED OAK QUERCUS RUBRA NO 55 356 17.5 LIVE OAK QUERCUS VIRGINIANA NO 56 357 28.5 BRADFORD PEAR PYRUS CALLERYANA NO 57 358 27 BRADFORD PEAR PYRUS CALLERYANA NO 58 359 22 BRADFORD PEAR PYRUS CALLERYANA NO TREE CHART JEB XAD Page 16 of 29 TR TR TR TR P-103 P-102 P-102 P-103 K-101 P-103 P-104 P-102 P-101 P-101 R-104 R-104 R-101 R-103 R-103 R-105R-105 R-105 R-104 P-103 R-104 R-104 R-104 P-104 P-102 P-104 R-106R-106 R-106 P-103 P-103 P-101 F-101 K-102 K-102 F-103 F-102 F-102 F-103 R-103 F-105 F-105 F-106 W-102 W-101 W-101 W-101 F-107 F-108 F-104 FURNISHINGS SYMBOL CODE DESCRIPTION ROCK SYMBOL CODE DESCRIPTION PAVING SYMBOL CODE DESCRIPTION RAILING, FENCES, AND GATES SYMBOL CODE DESCRIPTION WALLS AND CURBS SYMBOL CODE DESCRIPTION F-101 F-102 F-103 F-104 F-105 F-106 F-107 F-108 K-101 K-102 P-101 P-102 P-103 P-104 R-101 R-102 R-103 R-104 R-105 R-106 W-101 W-102 REFERENCE NOTES SCHEDULE GRAPHIC SCALE 0 10 20 40 1 inch = 20 ft. L2.00 TTC24001-S1.DWG 20 SCALE SITE, PAVING, AND MATERIALS PLAN CLIENT REVISIONS PROJECT NO.TTC24001 FILENAME CHECKED BY MC DRAWN BY CMK SCALE DATE 09.12.2024 N0.DATE Z:\ZDrive\Projects\TTC\TTC24001\04-Production\Planning and Design\Construction Drawings\Current Drawings\TTC24001-S1.dwg, 9/12/2024 4:35:12 PM, Xochilyn DavisThe John R. McAdams Company, Inc. www.mcadamsco.com 4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715 TBPE: 19762 TBPLS: 10194440 DEDICATED PICKLEBALLCOURTSCONSTRUCTION PLANS699 INDIAN CREEK DRIVETROPHY CLUB, TEXAS 76262SHEET PLAN INFORMATION TOWN OF TROPHY CLUB PARKS & RECREATION DEPARTMENT 1 TROPHY WOOD DRIVE TROPHY CLUB, TEXAS 76262 PHONE: 682.237.2900 CHASE ELLIS PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION BENCHMARKS: TBM#1: BOX CUT ON THE BACK OF CURB OF AN EXISTING PARKING LOT AT THE NORTHEAST CORNER OF THE MOST NORTHERLY WESTERN STRIP OF PARKING APPROXIMATELY 23' SOUTHWEST OF AN EXISTING LIGHT POLE AND APPROXIMATELY 50' SOUTHWESTERLY FROM THE SOUTHERN EDGE OF INDIAN CREEK DRIVE. ELEVATION: 633.0 MEGAN EHA T CHRA.HISTEC CTTESAETST AIREG O F ET XR LDRE CAANDSEP A 135 6 GENERAL SHEET NOTES: 1.DOWEL AND EPOXY CONCRETE SIDEWALK WITH NO. 4 REBAR AT 12" O.C. AT ALL EXISTING-TO-PROPOSED CONCRETE SIDEWALK PAVEMENT CONNECTIONS. 2.PERIMETER WALLS OF BOCCE BALL COURTS TO BE REMOVED AND STONE BLOCKS ARE TO BE RESERVED FOR REINSTALLATION. 3.STONE BLOCKS WITH CHAMPIONSHIP PLAQUES ARE TO BE RE-INSTALLED PER LOCATIONS SPECIFIED IN THE HARDSCAPE DETAILS. SHEET L4.01- SITE, PAVING AND MATERIALS DETAILS. 4.BOCCE BALL COURT SHADE STRUCTURE POLES ARE TO BE REMOVED AND RESERVED FOR REINSTALLATION. PROPOSED LOCATION SPECIFIED ON SHEET L4.01- SITE, PAVING AND MATERIALS DETAILS. 5.BASKETBALL GOALS TO BE REMOVED AND RESERVED FOR REINSTALLATION. PROPOSED LOCATION SPECIFIED ON SHEET L4.01 - SITE, PAVING AND MATERIALS DETAILS. 6.LIGHT POLES TO BE REMOVED AND RESERVED FOR REINSTALLATION. PROPOSED LOCATIONS SPECIFIED ON SHEET L6.01 - LIGHTING DETAILS. LEGEND JEB XAD Page 17 of 29 TR TR TR TR GRAPHIC SCALE 0 10 20 40 1 inch = 20 ft. L2.01 TTC24001-DMC1.DWG 20 SCALE DIMENSIONAL CONTROL PLAN CLIENT REVISIONS PROJECT NO.TTC24001 FILENAME CHECKED BY MC DRAWN BY CMK SCALE DATE 09.12.2024 N0.DATE Z:\ZDrive\Projects\TTC\TTC24001\04-Production\Planning and Design\Construction Drawings\Current Drawings\TTC24001-DMC1.dwg, 9/12/2024 4:35:52 PM, Xochilyn DavisThe John R. McAdams Company, Inc. www.mcadamsco.com 4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715 TBPE: 19762 TBPLS: 10194440 DEDICATED PICKLEBALLCOURTSCONSTRUCTION PLANS699 INDIAN CREEK DRIVETROPHY CLUB, TEXAS 76262SHEET PLAN INFORMATION TOWN OF TROPHY CLUB PARKS & RECREATION DEPARTMENT 1 TROPHY WOOD DRIVE TROPHY CLUB, TEXAS 76262 PHONE: 682.237.2900 CHASE ELLIS PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION BENCHMARKS: TBM#1: BOX CUT ON THE BACK OF CURB OF AN EXISTING PARKING LOT AT THE NORTHEAST CORNER OF THE MOST NORTHERLY WESTERN STRIP OF PARKING APPROXIMATELY 23' SOUTHWEST OF AN EXISTING LIGHT POLE AND APPROXIMATELY 50' SOUTHWESTERLY FROM THE SOUTHERN EDGE OF INDIAN CREEK DRIVE. ELEVATION: 633.0 MEGAN EHA T CHRA.HISTEC CTTESAETST AIREG O F ET XR LDRE CAANDSEP A 135 6 GENERAL NOTES: 1.TYPICAL RADII IS 3' UNLESS OTHERWISE NOTED. 2.THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND DEPTHS OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND TAKES RISK OF UNKNOWN CONDITIONS. 3.SIDEWALK RAMPS AND DRIVEWAY CROSSINGS ARE TO BE DESIGNED AND INSTALLED SO THEY ARE IN COMPLIANCE WITH THE TEXAS ACCESSIBILITY STANDARDS AND ADA. 4.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL PUBLIC UTILITIES DURING THE CONSTRUCTION OF THIS PROJECT. ALL MANHOLES, CLEANOUTS, VALVE BOXES, FIRE HYDRANTS, ETC. MUST BE ADJUSTED TO PROPER LINE AND GRADE BY THE CONTRACTOR PRIOR TO AND AFTER PLACING OF PERMANENT PAVING. UTILITIES MUST BE MAINTAINED TO PROPER LINE AND GRADE DURING CONSTRUCTION OF THIS PROJECT. 5.REFER TO DETAIL ON SHEET L4.XX FOR CONNECTING TO EXISTING PAVEMENT. JEB XAD Page 18 of 29 TR TR TR TR 20 SCALE GRAPHIC SCALE 0 10 20 40 1 inch = 20 ft. CLIENT REVISIONS PROJECT NO.TTC24001 FILENAME CHECKED BY MC DRAWN BY CMK SCALE DATE 09.12.2024 N0.DATE Z:\ZDrive\Projects\TTC\TTC24001\04-Production\Planning and Design\Construction Drawings\Current Drawings\TTC24001-G1.dwg, 9/12/2024 4:36:28 PM, Xochilyn DavisThe John R. McAdams Company, Inc. www.mcadamsco.com 4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715 TBPE: 19762 TBPLS: 10194440 DEDICATED PICKLEBALLCOURTSCONSTRUCTION PLANS699 INDIAN CREEK DRIVETROPHY CLUB, TEXAS 76262SHEET PLAN INFORMATION TOWN OF TROPHY CLUB PARKS & RECREATION DEPARTMENT 1 TROPHY WOOD DRIVE TROPHY CLUB, TEXAS 76262 PHONE: 682.237.2900 CHASE ELLIS PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION BENCHMARKS: TBM#1: BOX CUT ON THE BACK OF CURB OF AN EXISTING PARKING LOT AT THE NORTHEAST CORNER OF THE MOST NORTHERLY WESTERN STRIP OF PARKING APPROXIMATELY 23' SOUTHWEST OF AN EXISTING LIGHT POLE AND APPROXIMATELY 50' SOUTHWESTERLY FROM THE SOUTHERN EDGE OF INDIAN CREEK DRIVE. ELEVATION: 633.0 L3.00 TTC24001-G1.DWG GRADING PLAN GRADING NOTES: 1.XXXXXXXXXX LEGEND Page 19 of 29 CLIENT REVISIONS PROJECT NO.TTC24001 FILENAME CHECKED BY MC DRAWN BY CMK SCALE DATE 09.12.2024 N0.DATE Z:\ZDrive\Projects\TTC\TTC24001\04-Production\Planning and Design\Construction Drawings\Current Drawings\TTC24001-D1.dwg, 9/12/2024 4:37:08 PM, Xochilyn DavisThe John R. McAdams Company, Inc. www.mcadamsco.com 4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715 TBPE: 19762 TBPLS: 10194440 DEDICATED PICKLEBALLCOURTSCONSTRUCTION PLANS699 INDIAN CREEK DRIVETROPHY CLUB, TEXAS 76262SHEET PLAN INFORMATION TOWN OF TROPHY CLUB PARKS & RECREATION DEPARTMENT 1 TROPHY WOOD DRIVE TROPHY CLUB, TEXAS 76262 PHONE: 682.237.2900 CHASE ELLIS PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION MEGAN EHA T CHRA.HISTEC CTTESAETST AIREG O F ET XR LDRE CAANDSEP A 135 6 L4.00 HARDSCAPE DETAILS 1/2" = 1'-0"SCALE: 36" PICKLEBALL DIVIDER GATE 3'4'2'-6"6"1' KNUCKLED FINISH FOR FENCES UNDER 6' HIGH FORK STYLE GATE LATCH ALL GATE POSTS SHALL HAVE DIAGONAL BRACES WITH TURNBUCKLES AND BRACES WHICH SHALL BE HEAVY-DUTY STILL MIN. DIA. 1/2" STRAPS SHALL BE 1/8" x 7/8" GALVANIZED STEEL TENSION BARS SHALL BE 1/4"x 3/4" STEEL FINISHED GRADE CONCRETE FOOTINGS NOTES: GATES SHALL BE FRAMED ON FOUR SIDES WITH 2" DIA. STANDARD WEIGHT STEEL PIPE, THE GATE FRAMES SHALL BE OF AL SHOP-WELDED CONSTRUCTION WITH COMPLETE FULL WELDS GROUND SMOOTH GATE HINGES SHALL BE HEAVY DUTY MALLEABLE IRON FULL-BACK TYPE, ALLOWING FOR 180° SWING, GATE LOCKING-DEVICE SHALL BE HEAVY-DUTY EXTERNAL TYPE WITH LATCH, KEEPER AND ALL APPURTENANCES CHAIN-LINK MESH SHALL BE BLACK VINYL FINISH 06 1/2" = 1'-0"SCALE: 36" PICKLEBALL DIVIDER FENCE 2'-6"6"10' O.C. MAX.3'KNUCKLED FINISH FOR FENCES UNDER 6' HIGH 2-3/8" OUTSIDE DIA. LINE POSTS, TYP. STRAPS SHALL BE 1/8" x 7/8" GALVANIZED STEEL, 12" O.C. TENSION BARS SHALL BE 1/4"x 3/4" STEEL FINISHED GRADE CONCRETE FOOTINGS 6-GA, ALUMINUM WIRE TIES AT 12" O.C. TYP. BLACK VINYL CHAIN-LINK MESH 07 N.T.S. TTC24001-D1.DWG JEB XAD 3/4" = 1'-0"SCALE: DECOMPOSED GRANITE PATHWAY GRADE FILTER FABRIC EPIC EDGING4" DECOMPOSED GRANITE (1" ABOVE GRADE) 4" CRUSHED LIMESTONE REF. PLAN DETAILS 4"4"1/2"ABOVEGRADE03 1/2" = 1'-0"SCALE: 7' CHAIN-LINK GATE 7'4'4' MIN.1' KNUCKLED FINISH FOR FENCES UNDER 6' HIGH FORK STYLE GATE LATCH ALL GATE POSTS SHALL HAVE DIAGONAL BRACES WITH TURNBUCKLES AND BRACES WHICH SHALL BE HEAVY-DUTY STILL MIN. DIA. 1/2" STRAPS SHALL BE 1/8" x 7/8" GALVANIZED STEEL TENSION BARS SHALL BE 1/4"x 3/4" STEEL ALL GATES SHALL HAVE DIAGONAL BRACES WITH TURNBUCKLES AND BRACES WHICH SHALL BE HEAVY DUTY STEEL, MIN, DIA. 1/2" FINISHED GRADE CONCRETE FOOTINGS NOTES: GATES SHALL BE FRAMED ON FOUR SIDES WITH 2" DIA. STANDARD WEIGHT STEEL PIPE, THE GATE FRAMES SHALL BE OF AL SHOP-WELDED CONSTRUCTION WITH COMPLETE FULL WELDS GROUND SMOOTH GATE HINGES SHALL BE HEAVY DUTY MALLEABLE IRON FULL-BACK TYPE, ALLOWING FOR 180° SWING, GATE LOCKING-DEVICE SHALL BE HEAVY-DUTY EXTERNAL TYPE WITH LATCH, KEEPER AND ALL APPURTENANCES ALL GATES OVER 6' HIGH SHALL HAVE AN INTERMEDIATE RAIL. WHEREVER A DIAGONAL BRACE CROSSES AN INTERMEDIATE RAIL, THE BRACE SHALL PASS BETWEEN THE RAIL AND THE MESH. CHAIN-LINK MESH SHALL BE BLACK VINYL FINISH 044"4"NOTES: 1.EXPANSION JOINTS SHALL BE INSTALLED WHERE CONCRETE PAVEMENT ABUTS ALL VERTICAL SURFACES INCLUDING BUT NOT LIMITED TO ALL BUILDINGS, STRUCTURES, STAIRS, CURBS, COLUMNS, WALLS, LIGHT POLES, ETC. 2.WHERE WALK ABUTS RIGID STRUCTURE, JOINT SHALL BE WATERTIGHT. 3.PROVIDE EXPANSION JOINTS @ 10' O.C. MAX UNLESS OTHERWISE SHOWN/ REQUIRED. (SEE MATERIALS & STAKING PLAN) 4.CONTROL JOINT SPACING SHALL BE EQUAL TO SIDEWALK WIDTH BUT IN NO INSTANCE EXCEED 6'. SEE MATERIALS & STAKING PLAN FOR ALL OTHER JOINT SPACING) 5.SAW CUT TO A MIN. DEPTH OF 1". CONTRACTOR TO CLOSELY COORDINATE LOCATIONS AND DESIGNS PRIOR TO AND DURING CONSTRUCTION. 6.ALL CONCRETE SHALL BE 3,000 PSI UNLESS OTHERWISE REQUIRED BY PROJECT SPECIFICATIONS. 7.CONCRETE AND BASE DEPTH TO BE VERIFIED BY GEOTECHNICAL ENGINEER. DEPTHS MAY BE MODIFIED TO MEET ALL LOADING REQUIREMENTS. 8.REFER TO STRUCTURAL FOR CONCRETE REINFORCEMENT. 9.REFER TO DETAILED LAYOUT PLAN FOR SIDEWALK LOCATIONS, TYPES AND WIDTHS. 10.REFER TO DETAILED LAYOUT PLAN FOR SPECIFIC JOINT LOCATIONS AND SPACING. 11.USE THIS DETAIL FOR TYPICAL JOINT SPACING WHEN NO SPECIFIC JOINT SPACING IS INDICATED ON PLANS. 12.CONTROL JOINT SPACING SHALL BE EQUAL TO SIDEWALK WIDTH BUT IN NO INSTANCE EXCEED 6'. SEE MATERIALS & STAKING PLAN FOR ALL OTHER JOINT SPACING. 13.MAXIMUM SIDEWALK CROSS-SLOPE IS 2%. EXPANSION JOINT BROOM FINISH EDGE TO EDGE, PERPENDICULAR TO PATH OF TRAVEL CONTROL JOINT (SAW CUT) SEE STAKING PLAN FOR CONTROL JOINT SPACING 1 2 3 4 5 6 7 BACKER ROD (STRAIGHT JOINTS ONLY)1 SEAL PREFORMED FIBER EXPANSION JOINT WITH COLORED JOINT SEALANT/CAULK. COLOR SHALL MATCH ADJACENT CONCRETE AND BE APPROVED BY OWNER'S REPRESENTATIVE 2 TOOLED EDGE (1/8" RADIUS)3 SCORE JOINT (TYP) SAW CUT 1" DEEP MINIMUM4 ADJACENT PAVING OR VERTICAL SURFACE5 COMPACTED SUBGRADE MEETING STRUCTURAL AND GEOTECHNICAL REQUIREMENTS6 COMPACTED SUBGRADE MEETING GEOTECHNICAL AND STRUCTURAL REQUIREMENTS7 1" = 1'-0"SCALE: TYPICAL CONCRETE SIDEWALK01 1/2" = 1'-0"SCALE: 7' CHAIN LINK FENCE 4' MIN.10' O.C. MAX.7'KNUCKLED FINISH FOR FENCES UNDER 6' HIGH 2-3/8" OUTSIDE DIA. LINE POSTS, TYP. STRAPS SHALL BE 1/8" x 7/8" GALVANIZED STEEL, 12" O.C. TENSION BARS SHALL BE 1/4"x 3/4" STEEL TERMINAL OR CORNER POST 2-7/8" OUTSIDE DIA. SHCHEDULE 40 GALVANIZED FINISHED GRADE CONCRETE FOOTINGS 6-GA, ALUMINUM WIRE TIES AT 12" O.C. TYP. BLACK VINYL CHAIN-LINK MESH 05 1/2" = 1'-0"SCALE: ACCESSIBLE HANDRAIL AT RAMP 1' MIN RAMP LENGTH VARIES 1' MIN INTO LANDING 1'9"3" MAX 2'10"RAMP @ 8.3% MAX SLOPE LANDINGS WITH 2% MAX CROSS SLOPE TYP. ALL RAMPS LANDINGS WITH 2% MAX CROSS SLOPE TYP. ALL RAMPS SECURE WITH FLANGE AND BOLTS WITH LEAD ANCHORS OR CORE DRILL AND EPOXY 1 1/2" DIA. TUBE RAILS AND POST 1 1/2" YUBE CAP PARALLEL WITH GROUND SURFACE NOTES: 1.ALL ACCESSIBLE ROUTES SHALL HAVE A MINIMUM 5X5' TURNING RADIUS AREA AT LANDINGS WHERE RAMPIS CHANGE DIRECTION. THESE AREAS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2%. 2.ALL ACCESSIBLE ROUTES SHALL HAVE A CLEAR PATH OF 3'-0" WIDE WITH A MAX. 2% CROSS SLOPE. 3.ALL ACCESSIBLE ROUTES WITH LESS THAN A 5% SLOPE (1:20) AND 8.33% SLOPE (1:12) REQUIRE HANDROLS ON BOTH SIDES OF RAMP. 4.5. REFER TO ACCESSIBLE ROUTE PLAN, 5.ACCESSIBLITY ROUTE NOTES AND SPECIFICATIONS, AND CONSTRICTION DOCUMENTS FOR ADDITIONAL INFORMATION. 6.ALL WELDS TO BE GROUNDED SMOOTH 7.PAINT ALL TUBING WITH (1) POLYESTER POWDER COAT PRIMER AND (1) INDUSTRIAL ENAMEL FINISH COAT.COLOR TO BE SELECTED BY OWNER. 02 Page 20 of 29 CLIENT REVISIONS PROJECT NO.TTC24001 FILENAME CHECKED BY MC DRAWN BY CMK SCALE DATE 09.12.2024 N0.DATE Z:\ZDrive\Projects\TTC\TTC24001\04-Production\Planning and Design\Construction Drawings\Current Drawings\TTC24001-D1.dwg, 9/12/2024 4:37:17 PM, Xochilyn DavisThe John R. McAdams Company, Inc. www.mcadamsco.com 4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715 TBPE: 19762 TBPLS: 10194440 DEDICATED PICKLEBALLCOURTSCONSTRUCTION PLANS699 INDIAN CREEK DRIVETROPHY CLUB, TEXAS 76262SHEET PLAN INFORMATION TOWN OF TROPHY CLUB PARKS & RECREATION DEPARTMENT 1 TROPHY WOOD DRIVE TROPHY CLUB, TEXAS 76262 PHONE: 682.237.2900 CHASE ELLIS PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION MEGAN EHA T CHRA.HISTEC CTTESAETST AIREG O F ET XR LDRE CAANDSEP A 135 6 L4.01 HARDSCAPE DETAILS 1/2" = 1'-0"SCALE:1/2" = 1'-0" BOCCE BALL PERIMETER WALL + INFILL 1/2" = 1'-0"SCALE: BOCCE BALL COURT SECTION SCALE:1/2" = 1'-0"SCALE:04010302 BASKETBALL GOAL INSTALLATIONBOCCE BALL SHADE SAIL INSTALLATION 1/2" = 1'-0" PICKLEBALL COURT FINISH 1/2" = 1'-0"SCALE: BASKETBALL COURT FINISH SCALE:05 06 N.T.S. TTC24001-D1.DWG JEB XAD Page 21 of 29 CLIENT REVISIONS PROJECT NO.TTC24001 FILENAME CHECKED BY MC DRAWN BY CMK SCALE DATE 09.12.2024 N0.DATE Z:\ZDrive\Projects\TTC\TTC24001\04-Production\Planning and Design\Construction Drawings\Current Drawings\TTC24001-D1.dwg, 9/12/2024 4:37:20 PM, Xochilyn DavisThe John R. McAdams Company, Inc. www.mcadamsco.com 4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715 TBPE: 19762 TBPLS: 10194440 DEDICATED PICKLEBALLCOURTSCONSTRUCTION PLANS699 INDIAN CREEK DRIVETROPHY CLUB, TEXAS 76262SHEET PLAN INFORMATION TOWN OF TROPHY CLUB PARKS & RECREATION DEPARTMENT 1 TROPHY WOOD DRIVE TROPHY CLUB, TEXAS 76262 PHONE: 682.237.2900 CHASE ELLIS PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION MEGAN EHA T CHRA.HISTEC CTTESAETST AIREG O F ET XR LDRE CAANDSEP A 135 6 L4.02 N.T.S. FURNISHING SPECIFICATIONS PICNIC TABLE BLEACHERS02 0301N.T.S. TRASH RECEPTACLE PADDLE QUEUING STATION04 PICKLEBALL COURT SHADE SAILS05 TTC24001-D1.DWG JEB XAD NEXTuP Pickleball Racks: PRODUCT: "PVC Peacekeepers" Series OPTION: 8 Paddle PVC Rack (19") BL/YW COLOR: BL/YW USA SHADE: PRODUCT: Two Post Hip OPTION: 20'Lx12'Wx9'H (Custom) COLOR: *TBD* N.T.S.N.T.S. N.T.S.N.T.S. Page 22 of 29 TR TR TR TR SYMBOL CODE BOTANICAL / COMMON NAME CONT SPACING GROUND COVERS CYDA CYNODON DACTYLON BERMUDA 419 SOD MULCH BARK MULCH MULCH PLANT SCHEDULE GRAPHIC SCALE 0 10 20 40 1 inch = 20 ft. CLIENT REVISIONS PROJECT NO.TTC24001 FILENAME CHECKED BY MC DRAWN BY CMK SCALE DATE 09.12.2024 N0.DATE Z:\ZDrive\Projects\TTC\TTC24001\04-Production\Planning and Design\Construction Drawings\Current Drawings\TTC24001-LS1.dwg, 9/12/2024 4:38:17 PM, Xochilyn DavisThe John R. McAdams Company, Inc. www.mcadamsco.com 4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715 TBPE: 19762 TBPLS: 10194440 DEDICATED PICKLEBALLCOURTSCONSTRUCTION PLANS699 INDIAN CREEK DRIVETROPHY CLUB, TEXAS 76262SHEET PLAN INFORMATION TOWN OF TROPHY CLUB PARKS & RECREATION DEPARTMENT 1 TROPHY WOOD DRIVE TROPHY CLUB, TEXAS 76262 PHONE: 682.237.2900 CHASE ELLIS PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION BENCHMARKS: TBM#1: BOX CUT ON THE BACK OF CURB OF AN EXISTING PARKING LOT AT THE NORTHEAST CORNER OF THE MOST NORTHERLY WESTERN STRIP OF PARKING APPROXIMATELY 23' SOUTHWEST OF AN EXISTING LIGHT POLE AND APPROXIMATELY 50' SOUTHWESTERLY FROM THE SOUTHERN EDGE OF INDIAN CREEK DRIVE. ELEVATION: 633.0 MEGAN EHA T CHRA.HISTEC CTTESAETST AIREG O F ET XR LDRE CAANDSEP A 135 6 L5.00 TTC24001-LS1.DWG 20 SCALE LANDSCAPE PLAN LANDSCAPE NOTES: 1.CONTRACTOR TO FIELD VERIFY AND COORDINATE ALL PROPOSED LANDSCAPING WITH EXISTING AND PROPOSED UNDERGROUND UTILITY LOCATIONS PRIOR TO CONSTRUCTION ACTIVITIES. 2.CONTRACTOR TO RE-SOD AND REPAIR ANY DAMAGED IRRIGATION SYSTEM COMPONENTS IN CONSTRUCTION LAY DOWN AREAS, TRAILER AREA AND ALL OTHER DISTURBED AREAS DUE TO RELATED CONSTRUCTION ACTIVITIES. 3.CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 4.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE OWNERS REPRESENTATIVE OF ANY CONDITION FOUND ON SITE WHICH PROHIBITS INSTALLATION AS SHOWN ON THESE PLANS. 5.ANY HARDWOOD BARK MULCH SPECIFIED ON PLANS SHALL BE A MINIMUM OF 3" IN DEPTH. 6.ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION,AND MUST BE REPLACED WITH PLANT MATERIAL OF SIMILAR VARIETY AND SIZE IF DAMAGED, DESTROYED, OR REMOVED. 7.LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, LITTER, AND WEEDS. 8.AN AUTOMATIC IRRIGATION SYSTEM SHALL BE PROVIDED TO MAINTAIN ALL LANDSCAPE AREAS. OVER SPRAY ON STREETS AND WALKS IS PROHIBITED. A PERMIT FROM THE BUILDING INSPECTION DEPARTMENT IS REQUIRED FOR EACH IRRIGATION SYSTEM. IMPACT FEES MUST BE PAID TO THE DEVELOPMENT SERVICES DEPARTMENT FOR SEPARATE IRRIGATION METERS PRIOR TO ANY PERMIT RELEASE. 9.IRRIGATION CONTROLLER TO HAVE A RAIN AND FREEZE STAT. 10.CONTRACTOR TO RE-SOD AND REPAIR ANY DAMAGED IRRIGATION SYSTEM COMPONENTS IN CONSTRUCTION LAY DOWN AREAS, TRAILER AREA AND ALL OTHER DISTURBED AREAS DUE TO RELATED CONSTRUCTION ACTIVITIES. 11.ALL AREAS OF GRADING DISTURBANCE ARE TO HAVE GRASS REESTABLISHED AT 75% COVERAGE PRIOR TO LETTER OF ACCEPTANCE FROM THE CITY. MEANS AND METHODS OF GRASS ESTABLISHMENT AND APPLICATION OF WATER FOR GRASS ESTABLISHMENT ARE AT THE DISCRETION OF THE OWNER AND CONTRACTOR. JEB XAD Page 23 of 29 TR TR TR TR GRAPHIC SCALE 0 10 20 40 1 inch = 20 ft. L6.00 TTC24001-LI1.DWG 20 SCALE LIGHTING PLAN CLIENT REVISIONS PROJECT NO.TTC24001 FILENAME CHECKED BY MC DRAWN BY CMK SCALE DATE 09.12.2024 N0.DATE Z:\ZDrive\Projects\TTC\TTC24001\04-Production\Planning and Design\Construction Drawings\Current Drawings\TTC24001-LI1.dwg, 9/12/2024 4:38:55 PM, Xochilyn DavisThe John R. McAdams Company, Inc. www.mcadamsco.com 4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715 TBPE: 19762 TBPLS: 10194440 DEDICATED PICKLEBALLCOURTSCONSTRUCTION PLANS699 INDIAN CREEK DRIVETROPHY CLUB, TEXAS 76262SHEET PLAN INFORMATION TOWN OF TROPHY CLUB PARKS & RECREATION DEPARTMENT 1 TROPHY WOOD DRIVE TROPHY CLUB, TEXAS 76262 PHONE: 682.237.2900 CHASE ELLIS PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION MEGAN EHA T CHRA.HISTEC CTTESAETST AIREG O F ET XR LDRE CAANDSEP A 135 6 JEB XAD Page 24 of 29 CLIENT REVISIONS PROJECT NO.TTC24001 FILENAME CHECKED BY MC DRAWN BY CMK SCALE DATE 09.12.2024 N0.DATE Z:\ZDrive\Projects\TTC\TTC24001\04-Production\Planning and Design\Construction Drawings\Current Drawings\TTC24001-LI1.dwg, 9/12/2024 4:38:59 PM, Xochilyn DavisThe John R. McAdams Company, Inc. www.mcadamsco.com 4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715 TBPE: 19762 TBPLS: 10194440 DEDICATED PICKLEBALLCOURTSCONSTRUCTION PLANS699 INDIAN CREEK DRIVETROPHY CLUB, TEXAS 76262SHEET PLAN INFORMATION TOWN OF TROPHY CLUB PARKS & RECREATION DEPARTMENT 1 TROPHY WOOD DRIVE TROPHY CLUB, TEXAS 76262 PHONE: 682.237.2900 CHASE ELLIS PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION MEGAN EHA T CHRA.HISTEC CTTESAETST AIREG O F ET XR LDRE CAANDSEP A 135 6 N.T.S. LIGHT FIXTURE N.T.S. LIGHT FIXTURE0102 TTC24001-LI1.DWG N.T.S. JEB XAD LITHONIA LIGHTING: PRODUCT: RSXF4 LED Floodlight OPTION: RSXF4 LED P3 40K NFL FV COLOR: *TBD* REPRESENTATIVE: ARCHITECTURAL LIGHTING ALLIANCE (ALA) CONTACT: MATT GALVIN E: mattgalvin@alatx.com P: 214-658-9000 LITHONIA LIGHTING: PRODUCT: RSXF4 LED Floodlight OPTION: RSXF4 LED P3 40K SP FV COLOR: *TBD* REPRESENTATIVE: ARCHITECTURAL LIGHTING ALLIANCE (ALA) CONTACT: MATT GALVIN E: mattgalvin@alatx.com P: 214-658-9000 L6.01 LIGHTING DETAILS Page 25 of 29 Page 26 of 29 PROJECT: PROJECT JOB NUMBER: TTC24001 Date: Appr. By: Thursday, September 12, 2024 Dedicated Pickleball Courts UNIT PLAN QUANTITY UNIT PRICE TOTAL COST ITEM NO.ITEM DESCRIPTION $1,027,133.55 MCADAMS TBPE FIRM NO. 19762 TBPLS FIRM NO. 10194440 4400 STATE HIGHWAY 121, SUITE 800 LEWISVILLE, TEXAS 75056 972-436-9712 ENGINEER'S PRELIMINARY OPINION OF PROBABLE COST SUMMARY PAGE Megan Hatcher Prep. By: 1 Option 3 - Harmony Park, 6 Courts 1 of 3 Page 27 of 29 PROJECT: PROJECT JOB NUMBER: TTC24001 10% $468,000.00 TOTAL COST 1 Demolition - Basketball + Bocce Courts SF 10,000 $4.50 $45,000.00 Option 3 - Harmony Park, 6 Courts ITEM NO.ITEM DESCRIPTION UNIT PLAN QUANTITY UNIT PRICE 2 Pickleball Courts (slab, court fencing, net, surfacing) EA 6 $78,000.00 MCADAMS TBPE FIRM NO. 19762 TBPLS FIRM NO. 10194440 4400 STATE HIGHWAY 121, SUITE 800 LEWISVILLE, TEXAS 75056 972-436-9712 ENGINEER'S PRELIMINARY OPINION OF PROBABLE COST Dedicated Pickleball Courts 4 Bocce Courts EA 2 $8,400.00 $16,800.00 3 Basketball Court LS 1 $55,000.00 $55,000.00 Seating - Bleachers EA 2 $1,375.00 $2,750.007 6 5 Lighting - Basketball Court LS 1 $5,600.00 $5,600.00 Lighting - Pickleball Courts LS 1 $39,960.00 $39,960.00 Trash receptacle EA 1 $765.00 $765.009 Seating - Picnic Tables EA 2 $1,425.00 $2,850.008 Shade Sail - Two-Post Hip 20x12' EA 2 $17,280.00 $34,560.0011 Paddle Queuing Station EA 6 $345.00 $2,070.0010 13 Pavement (Connect to existing, pavement) LF 1,486 $9.79 $14,541.55 $13.001,717SFMulch Groundcover Under Existing Trees $1.0025,193SFIrrigation 17 $114,800.00$70.001,640 12 1LSSite Prep + Grading (Clearing and Grubbing, Unclassified Excavation, Import, Demolition, Testing) Megan Hatcher SUBTOTAL CONST. COST $968,653.55 Date:Thursday, September 12, 2024 TOTAL OPTON 3 COST $1,027,133.55 FFRetaining Walls (Avg. 4ft height) 14 15 $22,321.00 $25,193.00$1.0025,193SFLandscape - Sod re-establishment 16 $25,193.00 $93,250.00$93,250.00 Appr. By:$58,480.00CONTINGENCY Prep By: 1 of 1 Page 28 of 29 PROJECT: PROJECT JOB NUMBER: TTC24001 Mobilization or Insurance Franchise Utility Relocations - gas, electric, telephone, street lights, etc. Offsite Franchise Utility Extensions & Installations - gas, electric, telephone, etc. Impact fees SWPPP Required Inspections during construction (SWPPP Document is included in Engineering Cost) Assumes no wet utilities. Assumes no public utility relocation due to no known public utilities within impacted area. Assumes no excess dirt hauloff, excavated dirt will be used as fill. The information included for retaining walls is a preliminary estimate on the need for some retaining walls along the proposed courts adjacent to open space areas. Because no grading has been prepared at this Testing is assumed to be 5% of the cost of improvements. Efforts were made to identify all cost items identified within the project. It is possible that some items have been cement stablized, with a 6% lime added. Actual treatment is to be determined by the Geotechnical Report. This Preliminary Opinion of Probable Cost assumes that the pavement subgrade treatment is to be lime and not inadvertently omitted or the quantities may be different than the actual amount depicted within the plans. time these, quantities are subject to change upon final construction plans. The inspections fee information identified, is based on those items that will be publically maintained. Inspection fees are based on the cost of public improvements, therefore the costs identified above will change based upon the actual costs provided by the contractors. 4400 STATE HIGHWAY 121, SUITE 800 LEWISVILLE, TEXAS 75056 972-436-9712 comprehensive estimate, a professional estimator should be consulted. to the Engineer, for similar jobs within the local area over the preceding 6-12 months. Unit prices are subject to change at any time without the Engineer’s knowledge. The Engineer is not a professional estimator, for a The unit prices contained within this preliminary cost opinion are based on an average bid prices, as presented MCADAMS TBPE FIRM NO. 19762 TBPLS FIRM NO. 10194440 ENGINEER'S PRELIMINARY OPINION OF PROBABLE COST Dedicated Pickleball Courts DISCLAIMERS Estimate does not include: 3 of 3 Page 29 of 29