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08.25.2025 TC Agenda Packet Joint Work Session with Parks BoardTOWN OF TROPHY CLUB AGENDA TOWN COUNCIL/PARKS & RECREATION BOARD JOINT WORK SESSION 1 Trophy Wood Drive Trophy Club, Texas 76262 August 25, 2025 6:00 PM Council Chambers CALL WORK SESSION TO ORDER AND ANNOUNCE A QUORUM Town Council Parks and Recreation Board PUBLIC COMMENT(S) This is an opportunity for citizens to address the Council on any matter pursuant to Texas Government Code 551.007. The Council 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 Council has authority. Speakers have up to three (3) minutes or the time limit determined by the Presiding Officer. Each speaker is requested to complete the Speaker’s Form prior to speaking or may email mayorandcouncil@trophyclub.org WORK SESSION ITEM 1.Discussion on general contractor contract pricing for the Trophy Club Community Pool Renovation Project. (Chase Ellis, Director of Parks & Recreation) ADJOURN Town Council Parks and Recreation Board The Town Council 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. 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: August 19, 2025, at 3:30 p.m., 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. Tammy Dixon, Town Secretary In accordance with section 551.127 of the Texas Government Code (Open Meeting Act) this meeting will be an in-person meeting with either a member of Town Council, staff, or consultant, participating by video conference. The public meeting location will be Trophy Club Town Hall, 1 Trophy Wood Drive, Texas. The Mayor, as presiding officer of Town Council, and a quorum of the Town Council will be physically present at this location. The location where the Mayor is physically present shall be open to the public during the open portions of the meeting. 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 1 of 81 TOWN COUNCIL COMMUNICATION MEETING DATE: August 25, 2025 FROM: Chase Ellis, Director of Parks & Recreation AGENDA ITEM: Discussion on general contractor contract pricing for the Trophy Club Community Pool Renovation Project. (Chase Ellis, Director of Parks & Recreation) BACKGROUND/SUMMARY: On November 8, 2022, the Town Council approved a renovation project for the community pool facility, structured into a two-phase build-out. The approved motion stated, "to approve the agreement with Halff & Associates for the Community Pool Capital Improvement Project not to exceed four (4) million dollars." The motion passed unanimously. Phase 1, completed following the 2023 swim season, involved substantial upgrades to the facility, including replacement of filtration systems and pump room equipment, restroom renovations, enhancements to the concession and office areas, and painting of splash pad amenities. After Phase 1, the Parks & Recreation Director and Town Manager reviewed the current contract and completed work. They determined that terminating the agreement with Halff & Associates and initiating a new Request for Qualifications (RFQ) process would better serve the Town. This approach prioritized transparency, ensured a comprehensive project design, and incorporated extensive community input for the additional amenities planned in Phase 2. Following the RFQ process, Parkhill was selected to lead the engagement and preliminary design for Phase 2. In August 2024, Parkhill hosted public engagement events at the community pool to gather resident input and distributed an online survey, generating over 100 responses. Using the feedback from public engagement and the survey, Parkhill collaborated with Town staff to develop three schematic design options with preliminary cost estimates. These options were presented to the Parks & Recreation Board at their December 2024 meeting, where the Board requested refinement of one option to ensure alignment with budget constraints. At the February 17, 2025 Parks & Recreation Board Meeting, the updated option was reviewed, and the Board voted to recommend it to the Town Council. On February 24, 2025, during the Town Council Meeting, the three design options were presented for consideration. Following deliberation, the Council unanimously voted to proceed with Option #3, which includes: Page 2 of 81 • A new body slide (with a preference for a double-body slide). • Expanded shade structures. • An improved and redesigned kiddie pool. A revised Option C layout was created to accommodate an additional body slide, with the final inclusion of the second slide dependent on construction contract pricing remaining within the overall budget. Following design selection, refined cost estimates were completed, and a Request for Proposals (RFP) was issued. The RFP closed on August 14, 2025, with two General Contractors submitting proposals for the project. Those contractors are: 1) Fain Group 2) CGC General Contractor Inc BOARD REVIEW/CITIZEN FEEDBACK: The purpose of this Work Session agenda item is to conduct a joint review with the Parks & Recreation Board and Town Council regarding contractor pricing and options to move forward with the construction phase of the project. FISCAL IMPACT: Funding for the Parkhill Phase II project as well as remaining construction costs is provided in the Capital Expense Fund from Bond Series 2021. The remaining budget for the Community Pool Project is $2.49 million, with an additional $98,000 available from the first phase of construction work. This balance provides a total of $2,588,000 before deducting design costs. After deducting the total of $402,309 for Parkhill contracts for Phase I and II, the remaining available balance for construction is $2,185,691. Staff recommends maintaining a Town contingency amount of $100,000, leaving contract approval of approximately $2,085,691. Sealed bids for the Community Pool Phase II construction project were opened on August 14, 2025. The Fain Group submitted a base bid of $2,284,808, with add-alternates totaling $475,110, for a grand total of $2,759,918. CGC General Contractors submitted a base bid of $2,830,100, with add-alternates totaling $355,898, for a grand total of $3,185,998. The lowest bid, received from the Fain Group, is over the Town's construction budget amount of $2,085,691. The purpose of the workshop is to consider options presented by Parkhill, the Fain Group, and Town staff to bring the construction contract amount into alignment with the Page 3 of 81 remaining budget. The Town has approximately $3 million of unallocated project funding in reserves from the 2023 bond issuance that can be allocated to this project should the Town Council desire to fund additional improvements to the pool complex phase II project above the current amount of $2.4 million. LEGAL REVIEW: N/A ATTACHMENTS: 1. TC Community Pool Bid Tab 2. Fain Group Bid Response 3. Construction Plans ACTIONS/OPTIONS: The purpose of this Joint Work Session is to present and review options to bring Fain Group contractor pricing into alignment with the Town's budget and vision for pool complex improvements. Staff is seeking guidance that will be reviewed and voted on by the Town Council during the Regular Town Council Meeting following the Joint Work Shop. Page 4 of 81 Page 5 of 81 Page 6 of 81 Page 2 of 13 Trophy Club Community Pool Renovation REQUEST FOR Proposals The Town of Trophy Club, Texas is issuing this RFP (Request for Proposals) to renovate the Trophy Club Community Pool. The renovation is to consist of demolition, earthwork, pedestrian concrete paving, new pool, body slides, play equipment, shade structures, cabanas, utilities, storm drainage, concrete mow edge, planter walls, site amenities, landscape, turfgrass and irrigation. The Request for Proposals (RFP) provides complete information on the services being sought, the submittal requirements, and timeline. Copies of the RFP may be obtained from the Town Website via https://www.trophyclub.org/Bids.aspx and on the Town open bid registry. SUBMISSION OF PROPOSALS 1.1 One (1) original, five (5) copies, and one (1) USB flash drive of all proposal documents shall of the envelope. Facsimile transmittals or offers communicated by telephone will not be accepted or considered. Submittal information that is not submitted in sealed packages will not be considered. 1.2 Mail or Deliver Sealed Responses to the Following Address: April Duvall Director of Finance aduvall@trophyclub.org 1 Trophy Wood Drive Trophy Club, TX 76262 Submittals must be received by 4:00 PM and shall be publicly opened and read aloud on August 14, 2025 The submitting Bidder is responsible for the means of delivering the Bids to the location listed in paragraph 1.2 on time. Delays due to any instrumentality used to transmit the Bids, will be the responsibility of the Bidder. Bids must be completed and delivered in sufficient time to avoid disqualification for lateness due to difficulties in delivery. Late Bids will not be accepted under any circumstances. Responses must be prepared in conformance with the guidelines described in this RFP. Responses received after the deadline will not be considered. This RFP does not obligate the Town of Trophy Club to pay any cost incurred by respondents in the preparation and submission of a response. Furthermore, a response to the RFP does not obligate the Town of Trophy Club to accept or contract for any expressed or implied services. The Town of Trophy Club reserves the right to reject any and all submittals for any reason. Town of Trophy Club is committed to a program of equal employment opportunity regardless of race, color, creed, sex, age, nationality or disability. PROJECT DESCRIPTION/ SCOPE: The project is to consist of demolition, earthwork pedestrian concrete paving, new pool, body slides, play equipment, shade structures, cabanas, utilities, storm drainage, concrete mow edge, planter walls, site amenities, landscape, turfgrass and irrigation. Page 7 of 81 Page 3 of 13 QUALIFICATIONS OF SUBMITTING FIRM Insurance Requirements: The design firm shall furnish the Town of Trophy Club with a Certificate of Liability Insurance showing satisfactory proof of insurance required hereunder and such insurance shall be approved by the Town prior to the Architect and any Subcontractor of the Architect commencing any services under this agreement. The Town of Trophy Club shall be the certificate holder and shall be named as an Additional Insured. TYPE OF INSURANCE AMOUNT OF INSURANCE PROVISIONS Statutory Limits $100,000 per occurrence Town to be provided a WAIVER OF SUBROGATION AND PROVIDED 30 DAY NOTICE OF CANCELLATION or material change in coverage. Insurance Company must be A-rated or above. Commercial General (Public) Liability to include coverage for: a.Premises/Operations b. Products/Completed Operations c.Independent Contractors d. Personal Injury e. Contractual Liability Bodily Injury - $250,000 per person, $500,000 per occurrence; Property Damage - $100,000 per occurrence -OR- Combined simple limit of $600,000 Town to be listed as ADDITIONAL INSURED AND PROVIDED 30 DAY NOTICE OF CANCELLATION or material change in coverage. Insurance Company must be A-rated or above. Business Auto Liability to include coverage for: a. Owned/Leased vehicles b. Non-owned vehicles c. Hired vehicles Bodily Injury - $250,000 per person, $500,000 per occurrence; Property Damage - $100,000 per occurrence -OR- Combined simple limit of $600,000 Town to be listed as ADDITIONAL INSURED AND PROVIDED 30 DAY NOTICE OF CANCELLATION or material change in coverage. Insurance Company must be A-rated or above. SCHEDULE The following is a Preliminary Schedule (subject to change): RFQ Advertisement Issued July 20, 2025 Site Tour July 30, 2025 at 2:00 PM Receipt of RFP Questions August 7, 2025 Receive RFP Packages August 14, 2025 by 4:00 PM CST RFP Opening August 14, 2025 at 4:05 PM (Trophy Club Town Hall) Town Board Awards Contract August 25, 2025 Page 8 of 81 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY 8/5/2025 The Baldwin Group Southwest LLC 2255 Ridge Rd,Ste 333 Rockwall TX 75087 Daniel Nuno 972-771-4071 972-771-4695 daniel.nuno@baldwin.com License#:BR-1796913 Employers Mutual Casualty Comp 21415 FAINGRO-02 Texas Mutual Insurance Company 22945TheFainGroupLLC P.O.Box 164308 Ft Worth TX 76161 Continental Casualty Company 20443 1419814466 A X 1,000,000 X 500,000 10,000 1,000,000 2,000,000 X BBB3427 2/1/2025 2/1/2026 2,000,000 A 1,000,000 X X X 6E59639 2/1/2025 2/1/2026 A X X 5,000,0006J596392/1/2025 2/1/2026 5,000,000 X 10,000 B X N 0002073049 2/1/2025 2/1/2026 1,000,000 1,000,000 1,000,000 C Contractors Equipment 6080188088 2/1/2025 2/1/2026 Leased/Rented Equip. Deductible 500,000 2,500 Additional Insured &Waiver of Subrogation applies to the General Liability Policy.Additional Insured-Owners,Lessees or Contractors-Automatic Status when required in contract or agreement -On-going and Completed Operations applies to the General Liability policy.Primary &Non Contributory Form applies to General Liability Policy.Additional Insured Lessor of Leased Equipment form applies to the General Liability policy. Additional Insured and Waiver of Subrogation form applies to the Business Auto Policy.Additional Insured Primary/Non-Contributory form applies to the Business Auto policy.Waiver of Subrogation Form applies to the Workers Compensation Policy GENERAL LIABLITY:Additional Insured -Automatic status as required by written contract between the named insured and any person or organization that requires such status.Primary &Non-Contributory as required by written contract between the named insured and any person or organization that requires such status.Blanket Waiver of Subrogation as required by written contract between the named insured and any person or organization that requires such status. See Attached... Town of Trophy Club 1 Trophy Wood Drive Trophy Club TX 76262 Page 9 of 81 ACORD 101 (2008/01) The ACORD name and logo are registered marks of ACORD © 2008 ACORD CORPORATION. All rights reserved. THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER:FORM TITLE: ADDITIONAL REMARKS ADDITIONAL REMARKS SCHEDULE Page of AGENCY CUSTOMER ID: LOC #: AGENCY CARRIER NAIC CODE POLICY NUMBER NAMED INSURED EFFECTIVE DATE: FAINGRO-02 1 1 The Baldwin Group Southwest LLC The Fain Group LLC P.O.Box 164308 Ft Worth TX 76161 25 CERTIFICATE OF LIABILITY INSURANCE General Liability does not contain an exclusion for XCU.AUTOMOBILE LIABILITY:Additional Insured -Any person or organization that you are required by a written contract to name as additional insured.Waiver of Transfer of Rights Recovery Against Others to Us:We waive any right of recovery we may have, because of payments we make for injury or damage,against any person or organization for whom or which you are required by written contract or agreement to obtain this waiver from us. WORKERS COMPENSATION:Blanket Waiver of Subrogation as required by written contract between the named insured and any person or organization that requires such status. UMBRELLA:Overlays the underlying policies.Policy form provides additional insured and waiver of subrogation when underlying policies provides same coverage *ALWAYS REFER TO THE ATTACHED POLICY FORMS FOR SPECIFIC WORDING OF SUCH COVERAGE,LIMITS,CONDITIONS AND EXCLUSIONS Project:Trophy Club Community Pool Renovation Page 10 of 81 Page 4 of 13 Pre-Submission Meeting and Site Tour: The Town will hold a pre-submission meeting with site tour in order to fully acquaint Respondents with the unique needs of the Town and invite feedback regarding the RFQ. The pre-submission meeting will be held on July 30, 2025. To participate, requests should be made to: cellis@Trophyclub.org. Attendance at the pre-submission meeting is highly encouraged but not mandatory. Page 11 of 81 Page 5 of 13 ATTACHMMENT A CONFLICT OF INTEREST DISCLOSURE REQUIREMENT Pursuant to Chapter 176 of the Local Government Code, any person or agent of a person who contracts or seeks to contract for the sale or purchase of property, goods, or services with a local governmental entity (i.e., The Town of Trophy Club) must disclose in the Questionnaire Form of interest with the local governmental entity. By law, the Questionnaire must be filed with the City Secretary no later than seven days after the date the person begins contract discussions or negotiations with the Town, or submits an application or response to a Request for Statement of Qualifications or bids, correspondence, or another writing related to a potential Contract with the Town. Updated Questionnaires must be filed in conformance with Chapter 176. A copy of the Questionnaire Form CIQ is enclosed with the submittal documents. The form is also available at http://www.ethics.state.tx.us/forms/CIQ.pdf . Questions about compliance Bidder own legal counsel. Compliance is the individual responsibility of each person or agent of a person who is subject to the filing requirement. An offense under Chapter 176 is a Class C misdemeanor. Page 12 of 81 Page 13 of 81 Page 7 of 13 ATTACHMENT B BUSINESS INFORMATION FORM Complete Legal Name of Business (Address) (City/State/ZIP) Form of Business Entity (check one) ( ) Texas corporation ( ) Texas non-profit corporation ( ) Out-of-State corporation ( ) Texas professional corporation ______________________state of incorporation (check one) _______profit _______non-profit ( ) Texas general partnership ( ) Texas limited partnership ( ) Out-of-State partnership ______________________state where partnership is legally registered ( ) Individual doing business as ______________________________________ ( ) Texas limited liability company ( ) Other (describe) ________________________________________________ List the full name of each Officer of the Company: PRESIDENT VICE PRESIDENT: SECRETARY:D TREASURER: Who is legally authorized to sign and execute contracts?___________________ Who, if anyone, is required to witness contract signatures?_________________________ The Fain Group LLC. 2500 Great Southwest Parkway Fort Worth, TX 76106 X Larry Frazier Larry Frazier N/A Page 14 of 81 Page 15 of 81 Page 16 of 81 Page 17 of 81 Page 11 of 13 ATTACHMENT F QUALIFICATIONS & REFERENCE SHEET Please Complete and Return This Form with the bid The Architect shall furnish, with the RFQ, the following information, for at least three (3) recent references to whom products and/or services have been provided that are similar to those required by this RFQ. 1.Company’s Name Name of Contact Title of Contact Present Address City, State, Zip Code Telephone Number ( ) Fax Number ( ) 2.Company’s Name Name of Contact Title of Contact Present Address City, State, Zip Code Telephone Number ( ) Fax Number ( ) 3.Company’s Name Name of Contact Title of Contact Present Address City, State, Zip Code Telephone Number ( ) Fax Number ( ) City of Irving Gene Moulden Senior Landscape Architect 825 West Irving Blvd. Irving, TX 75060 972 721-2501 972 721-2658 City of Garland 200 N. Fifth Street, 2nd Floor Garland, TX 75046 972 205-2404 Chris McLean Project Manager City of Dallas David Mills 1500 Marilla Street Dallas, TX 75201 Project Manager 214 670-1805 N/A N/A Page 18 of 81 Page 19 of 81 Page 20 of 81 Town of Trophy Club Trophy Club Community Pool Renovations 4299724 PROPOSAL FORM 00 41 00 - 1 07/25 Addendum No. 001 DOCUMENT 00 41 00 - PROPOSAL FORM Date: 20 April Duvall Director of Finance 1 Trophy Wood Drive Trophy Club, Texas 76262 Dear Ms. Duvall: The undersigned, having made an on-site inspection of the premises and becoming aware of all other conditions affecting the cost and/or execution of Work, and having carefully examined the Specifications, Drawings, and related documents entitled: Trophy Club Community Pool Renovation as prepared by Parkhill , 640 Taylor Street, Suite 1900, Fort Worth, Texas 76102; 682.399.6440, proposes to furnish all materials, labor, and equipment necessary to complete Work in accordance with said documents, for the following sum: I.BASE BID:Dollars ($ ) II.BID ITEMS: ITEM #1 EROSION CONTROL PLAN: Provision of required Stormwater Pollution Prevention Plan including maintenance and inspections for duration of Project as specified for the lump sum price of Dollars ($ ) ITEM #2 TREE PROTECTION AND TEMPORARY FENCE: Furnish, install, maintain, and remove temporary 6-foot-tall chain link fence and tree protection fence for the duration of Project, complete and in place per Plans, Specifications, and Addenda for the lump sum price of Dollars ($ ) ITEM #3 DEMOLITION: All demolition including, but not limited to, full-depth saw cut, demolition and disposal of concrete paving, demolition and removal of pool, slide and stairs, shade structures, storm drainage lines, portions of irrigation system, and disposal of spoils/trash per Plans, Specifications, and Addenda for the lump sum price of Dollars ($ ) ITEM #4 EARTHWORK: All earthwork including, but not limited to, mass cut/fill, import/export of soils as needed to achieve plan grades, process of utility spoils, strip and relay of topsoil, fine grade to ±0.05 feet, stockpile of sufficient topsoil for backfilling, backfill of all work, fine grade for site, minor swale work, erosion repair, and disposal of spoils per Plans, Specifications, and Addenda for the lump sum of Dollars ($ ) August 14,25 12,732.00Twelve Thousand Seven Hundred Thirty Two 7,548.00Seven Thousand Five Hundred Forty Eight 93,041.00Ninety Three Thousand Forty One 50,000.00Fifty Thousand 2,284,808.00 Two Million Two Hundred Eighty Four Thousand Eight Hundred Eight Page 21 of 81 Town of Trophy Club Trophy Club Community Pool Renovations 4299724 PROPOSAL FORM 00 41 00 - 2 07/25 Addendum No. 001 ITEM #5 STORM DRAINAGE: All storm drainage including, but not limited to, ADS/NDS/RCP storm drain pipe/fittings, trench drain and catch basins, junction boxes, cleanouts, planter/area drains, and connections to planter wall storm drain, complete and in place as shown on Plans, Specifications, and Addenda for the lump sum price of Dollars ($ ) ITEM #6 SITE CONCRETE: All site concrete including, but not limited to, excavation, subgrade preparation, 5-inch concrete paving, accessible ramps including detectable warning plates, concrete playground edge, curb and gutter, steps, retaining wall, trash receptacle base associated joints/connections complete and in place, sawn-control, isolation joints, joint sealant, backfill, and cleanup complete and in place per Plans, Specifications, and Addenda for the lump sum price of Dollars ($ ) ITEM #7 DECOMPOSED GRANITE PAVING: All decomposed granite paving work, complete and in place as shown on Plans, Specifications, and Addenda for the lump sum price of. Dollars ($ ) ITEM # #8 LEISURE POOL: All leisure pool work including, but not limited to earthwork, concrete work, pool, play structure, spray features, pool lift, pool lighting and niche, safety padding, barrier stanchions, grating, mechanical, plumbing and cleanup, complete and in place per Plans, Specifications, and Addenda for the lump sum price of Dollars ($ ) ITEM #9 SLIDE COMPLEX: All slide complex work including, but not limited to earthwork, concrete work, water slides, stairs, runouts, slide sump, shade structure, pump enclosure, deck barrier, handrail, grating, competition pool work, mechanical, plumbing and cleanup, complete and in place as shown on Plans, Specifications, and Addenda for the lump sum price of Dollars ($ ) ITEM #10 SHADE STRUCTURE (20 feet by 20 feet): All shade structure work including, but not limited to prefabricated structure, piers/pier caps or spread footings, installation, touch-up paint, backfill, and cleanup, complete and in place per Plans, Specifications, and Addenda for the lump sum of Dollars ($ ) ITEM #11 CABANAS (12 feet by x 12 feet): All cabana work including, but not limited to prefabricated structures, piers/pier caps or spread footings, installation, touch -up paint, backfill, and cleanup, complete and in place as shown on Plans, Specifications, and Addenda for the lump sum price of Dollars ($ ) 32,800.00Thirty Two Thousand Eight Hundred 60,000.00Sixty Thousand 14,506.00Fourteen Thousand Five Hundred Six 822,913.00Eight Hundred Twenty Two Thousand Nine Hundred Thirteen 1,018,000.00One Million Eighteen Thousand 24,234.00Twenty Four Thousand Two Hundred Thirty Four 49,314.00Forty Nine Thousand Three Hundred Fourteen Page 22 of 81 Town of Trophy Club Trophy Club Community Pool Renovations 4299724 PROPOSAL FORM 00 41 00 - 3 07/25 Addendum No. 001 ITEM #12 SITE AMENTITIES: All site amenities, furnished and installed, including, but not limited to, chairs, tables, umbrellas, umbrella bases, and in-pool chaise lounges, complete and in place per Plans, Specifications, and Addenda for the lump sum price of Dollars ($ ) ITEM #13 LANDSCAPE: Furnish and install landscape including, but not limited to, plant materials, plant bed excavation, plant bed soil mix, compost, organic and rock mulch, backfill, fine grading, turfgrass establishment, and cleanup per Plans, Specifications, and Addenda for the lump sum price of Dollars ($ ) ITEM #14 IRRIGATION: All irrigation, furnished and installed, complete and in place as shown on the Plans, Specifications, and Addenda for the lump sum price of Dollars ($ ) TOTAL BASE BID: ______________________________________________________ Dollars ($ _________________ ) (Note: All amounts shall be shown in both written and figure form. In case of discrepancy between the written amount and the figure, the written amount will govern.) We have included, in the Bid sum, all applicable taxes, all material, and contingency. III.ALTERNATE BIDS ADD ALTERNATE NO. 1: Provision of demolition, earthwork, pedestrian concrete paving, shade structures, storm drainage, concrete mow edge, planter walls, site amenities, landscape turfgrass, irrigation and cleanup complete and in place as shown on the Plans, Specifications and Addenda for the lump sum price of Dollars ($ ) ADD ALTERNATE NO. 2: Provision of demolition, prefabricated 12 feet by 12 feet cabana structures, piers/pier caps or spread footings, installation, touch-up paint, backfill, and cleanup complete and in place as shown on the Plans, Specifications, and Addenda for the lump sum price of Dollars ($ ) ADD ALTERNATE NO. 3: Provision of chairs, tables, umbrellas and umbrella bases complete and in place as shown on the Plans, Specifications, and Addenda for the lump sum price of Dollars ($ ) ADD ALTERNATE NO. 4: Provision of prefabricated structure, piers/pier caps or spread footings, installation, touch-up paint, backfill, and cleanup, complete and in place, as shown on the Plans, Specifications, and Addenda for the lump sum price of sum price of Dollars ($ ) 55,573.00Fifty Five Thousand Five Hundred Seventy Three 25,582.00Twenty Five Thousand Five Hundred Eighty Two 75,634.00 206,000.00 12,085.00 Two Hundred Six Thousand Dollars Seventy Five Thousand Six Hundred Thirty Four Dollars Twelve Thousand Eighty Five Dollars 18,565.00Eighteen Thousand Five Hundred Sixty Five 80,674.00 Eighty Thousand Six Hundred Seventy Four Dollars 2,284,808.00 Two Million Two Hundred Eighty Four Thousand Eight Hundred Eight Page 23 of 81 Town of Trophy Club Trophy Club Community Pool Renovations 4299724 PROPOSAL FORM 00 41 00 - 4 07/25 Addendum No. 001 ADD ALTERNATE NO. 5: Provision of optional chairs, tables, umbrellas and umbrella bases, complete and in place, as shown in the Plans, Specifications, and Addenda for the lump sum price of Dollars ($ ) ADD ALTERNATE NO. 6: Provision of optional in-pool chaise lounges, complete and in place, as shown in the Plans, Specifications, and Addenda for the lump sum price of Dollars ($ ) ADD ALTERNATE NO. 7: Provision of optional chaise lounges, complete and in place, as shown in the Plans, Specifications, and Addenda for the lump sum price of Dollars ($ ) IV.UNIT PRICES: This Project is being Bid Lump Sum. The undersigned agrees that in case additional work or materials installation or deduction of work or materials are authorized and requested only by Owner, the following Unit Prices will be used in adjusting the Contract price. These Unit Prices shall include all overhead, profit, taxes, materials, labor, incidentals, etc., for a complete installation. Unit Price for 4-inch trench drain as detailed and specified, complete and in place, per linear foot: Dollars ($ ) Unit Price for 4-inch trench catch basin as detailed and specified, complete and in place, per linear foot: Dollars ($ ) Unit Price for 6-inch HDPE storm drain, complete and in place, per linear foot: Dollars ($ ) Unit Price for 5-inch concrete paving on compacted subgrade, complete and in place, per square foot: Dollars ($ ) Unit Price for decomposed granite paving, complete and in place, per square foot: Dollars ($ ) Unit Price for 12 feet by 12 feet Pyramid Shade Structure as specified, complete and in place, each: Dollars ($ ) Unit Price for 20 feet by 20 feet Shade Structure as specified, complete and in place, each: Dollars ($ ) 880.00Eight Hundred Eighty 42.00Forty Two 10.67Ten Dollars and Sixty Seven Cents 6.38Six Dollars and Thirty Eight Cents 38,340.00 55,562.00 6,815.00 263.00Two Hundred Sixty Three Thirty Eight Thousand Three Hundred Forty Dollars Fifty Five Thousand Five Hundred Sixty Two Dollars Six Thousand Eight Hundred Fifteen Dollars 13,612.00Thirteen Thousand Six Hundred Twelve 28,365.00Twenty Eight Thousand Three Hundred Sixty Five Page 24 of 81 Town of Trophy Club Trophy Club Community Pool Renovations 4299724 PROPOSAL FORM 00 41 00 - 5 07/25 Addendum No. 001 Unit Price for 45 gallon Windmill Palm, as specified, each: Dollars ($ ) Unit Price for 15 gallon Red Yucca, as specified, each: Dollars ($ ) Unit Price for 3 gallon Mealy Blue Sage, as specified, each: Dollars ($ ) Unit Price for 1 gallon New Gold Lantana, as specified, each: Dollars ($ ) Unit Price for 1 gallon Mexican Feathergrass, as specified, each: Dollars ($ ) Unit Price for 1 gallon Walker's Low Catmint, as specified, each: Dollars ($ ) Unit Price for 1 gallon Stemless Four-Nerve Daisy, as specified, each: Dollars ($ ) Unit Price for Size A Moss Sandstone Boulder, as specified, each: Dollars ($ ) Unit Price for Size B Moss Sandstone Boulder, as specified, each: Dollars ($ ) Unit Price for Size C Moss Sandstone Boulder, as specified, each: Dollars ($ ) Unit Price for Size D Moss Sandstone Boulder, as specified, each: Dollars ($ ) Unit Price for decomposed granite rock mulch, complete and in place, per cubic yard: Dollars ($ ) 744.00Seven Hundred Forty Four 110.77One Hundred Ten Dollars and Seventy Seven Cents 28.38Twenty Eight Dollars and Thirty Eight Cents 9.28Nine Dollars and Twenty Eight Cents 9.28Nine Dollars and Twenty Eight Cents 703.28Seven Hundred Three Dollars and Twenty Eight Cents 441.00Four Hundred Forty One 433.00Four Hundred Thirty Three 250.27Two Hundred Fifty Dollars and Twenty Seven Cents 1,033.00One Thousand Thirty Three 9.28 9.28 Nine Dollars and Twenty Eight Cents Nine Dollars and Twenty Eight Cents Page 25 of 81 Town of Trophy Club Trophy Club Community Pool Renovations 4299724 PROPOSAL FORM 00 41 00 - 6 07/25 Addendum No. 001 Unit Price for extra-large golden sunset rock mulch, complete and in place, per cubic yard: Dollars ($ ) Unit Price for small rocky mountain cobble rock mulch, complete and in place, per cubic yard: Dollars ($ ) Unit Price for block sod, as specified, complete and in place, per square foot: Dollars ($ ) (Note: All amounts shall be shown in both written and figure form. In case of discrepancy between the written amount and the figure, the written amount will govern.) The undersigned acknowledges receipt of Addenda to the Drawings and Project Manual as follows: No. __________ Date ______________ ; No. _______________ Date ______________ ; No. __________ Date ______________ ; No. _______________ Date ______________ ; (The Bidder is to fill in I.D. Number and date of each thereby acknowledging receipt of Addenda). If awarded the Contract, the undersigned agrees to commence Work under this Contract on or before a date to be specified in Written Notice to Proceed and to substantially complete the Project within 180 calendar days from Notice to Proceed unless modified by Change Order and to reach Final Completion 30 days after Substantial Completion. 1.Bidder hereby agrees to commence Work within 10 days after the written Notice to Proceed shall have been given to them, and to Substantially Complete the Work within the above number of calendar days after the effective start date as shown in the Notice to Proceed and accepts the $500.00 per day liquidated damages provision of the Construction Agreement, in the event of failure to timely obtain Substantial Completion within the specified time period as fair and just compensation to the Town of Trophy Club (Town) for the damages it suffers as a result of any such delays. Substantial Completion is defined in the General Conditions. 2.Bidder agrees that the Work will reach Final Completion within the above number of calendar days after effective start date as shown in the Notice to Proceed and accepts the $500.00 per day liquidated damages provision of the Supplementary Conditions in the event of failure to reach Final Completion of Work within the specified time period as fair and just compensation to the Town for the damages it suffers as a result of any such delays. 3.Bidder proposes and agrees, if this Bid is accepted, to enter into a Construction Agreement with the Town in the form included in the Contract Documents to complete all Work as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid and in accordance with the Contract Documents. 4.Bidder accepts all of the terms and conditions of the Request for Bids and the Instructions to Bidders. Bidder agrees to pay Owner $500.00 per day, as liquidated damages, for each day the Substantial Completion of this Project extends beyond the stipulated Substantial Completion date. 1 07-28-2025 2 08-11-2025 2 764.00Seven Hundred Sixty Four 581.00Five Hundred Eighty One .72Zero Dollars and Seventy Two Cents Page 26 of 81 Page 27 of 81 Page 28 of 81 \\projects-dfs\projects\2024\42997.24\04_PRCMNT\02_ADDM\ADDENDUM_001\42997.24-Addendum_XXX.docx ADDENDUM NO: 001 TO: ALL PLANHOLDERS FROM: PARKHILL PROJECT NAME: Trophy Club Community Pool Reno PROJECT NO.: 42997.24 DATE: July 28, 2025 Attention of all Prospective Proposers/Plan Holders is directed to the following modifications to the referenced Drawings and Project Manual. This Addendum becomes a part of the Contract Documents and modifies the original Contract Documents dated July 21, 2025, as noted below: This Addendum consists of 1 page, Table of Contents, Section 00 41 00 Proposal Form, Section 32 15 40 Aggregate Paving with Stabilizer and the attached drawing(s) no(s). CE100, CH001, CH100, LC100, LP100, LP501, and LD511. I. CHANGES TO PROJECT MANUAL: 1. TABLE OF CONTENTS a. REVISE Section 00 41 00 Proposal Form b. ADD Section 32 15 40 Aggregate Paving with Stabilizer. 2. SECTION 00 41 00 PROPOSAL FORM a. Refer to attached Section 00 41 00 Proposal Form. 3. SECTION 32 15 40 AGGREGATE PAVING WITH STABILIZER a. Refer to the attached Section 32 15 40 Aggregate Paving with Stabilizer. II. CHANGES TO DRAWINGS: 1. SHEET CE100 EROSION CONTROL PLAN a. Refer to the attached drawing CE100 Erosion Control Plan. 2. SHEET CH001 DRAINAGE AREA MAP a. Refer to the attached drawing CH001 Drainage Area Map. 3. SHEET CH100 STORM DRAIN LAYOUT a. Refer to the attached drawing CH100 Storm Drain Layout. 4. SHEET LC100 CONSTRUCTION LAYOUT a. Refer to the attached drawing LC100 Construction Layout. 5. SHEET LP100 PLANTING PLAN a. Refer to the attached drawing LP100 Planting Plan. 6. SHEET LP501 PLANTING DETAILS a. Refer to the attached drawing LP501 Planting Details. 7. SHEET LD511 LEISURE POOL SHADE STRUCTURE a. Refer to the attached drawing LD511 Leisure Pool Shade Structure. 07/28/2025 Page 29 of 81 \\projects-dfs\projects\2024\42997.24\04_PRCMNT\02_ADDM\ADDENDUM_002\42997.24-Addendum_002.docx ADDENDUM NO: 002 TO: ALL PLANHOLDERS FROM: PARKHILL PROJECT NAME: Trophy Club Community Pool Reno PROJECT NO.: 42997.24 DATE: August 11, 2025 Attention of all Prospective Proposers/Plan Holders is directed to the following modifications to the referenced Drawings and Project Manual. This Addendum becomes a part of the Contract Documents and modifies the original Contract Documents dated June 21, 2025, as noted below: This Addendum consists of ( ) page Section 01 23 00 Alternates and the attached drawing(s) no(s). G-001, LC100, LG100, LH100, LP100, LD500, LD502, LD511, LI001, LI100, and LI500. I. CHANGES TO PROJECT MANUAL: 1. SECTION 01 23 00 – ALTERNATES a. Refer to attached SPEC 01 23 00 Alternates. II. CHANGES TO DRAWINGS: 1. SHEET G-001 – SHEET INDEX a. Refer to the attached sheet G-001 – Sheet Index. 2. SHEET LC100 – CONSTRUCTION LAYOUT a. Refer to the attached sheet LC100 – Construction Layout. 3. SHEET LG100 – GRADING PLAN a. Refer to the attached sheet LG100 – Grading Plan. 4. SHEET LH100 – PAVING AND JOINTING PLAN a. Refer to the attached sheet LH100 – Paving and Jointing Plan. 5. SHEET LP100 – PLANTING PLAN a. Refer to the attached sheet LP100 – Planting Plan. 6. SHEET LD500 – SITE DETAILS a. Refer to the attached sheet LD500 – Site Details. 7. SHEET LD502 – SITE DETAILS a. Refer to the attached sheet LD502 – Site Details. 8. SHEET LD511 – LEISURE POOL SHADE STRUCTURE a. Refer to the attached sheet LD511 – Leisure Pool Shade Structure. 9. SHEET LI001 – IRRIGATION GENERAL NOTES a. Refer to attached sheet LI001 – Irrigation General Notes. 10. SHEET LI100 – IRRIGATION PLAN a. Refer to attached sheet LI100 – Irrigation Plan. 11. SHEET LI500 – IRRIGATION DETAILS a. Refer to attached sheet LI500 – Irrigation Details. 08/11/2025 Page 30 of 81 ADDENDUM NO 002 Page 2 August 11, 2025 III. CLARIFICATIONS 1. Is there a specified start date/finish date for project? Substantial Completion is set to be 180 days from the Notice to Proceed with an expected start in early/mid-September 2025. 2. After demo and install of new sumps at existing lap pool, will chip out and replaster of lap pool be part of the base? Yes, the wall is to be cut or chipped out to install the drains in the lap pool and replacement of the area around the drains shall match the existing plaster finish. 3. Please confirm all existing mechanical room plumbing is to remain. See the scope notes on PL400, the sheet also outlines what equipment is being replaced. Some items are considered and priced as add alternates for the chemical systems. Also see the piping schematics for the equipment that is considered to be installed or replaced for the chemical system. 4. No Geo Report was received in Transmittal 9. Please provide Geo-Report if applicable. Geotechnical Investigation is attached for contractor reference. 5. Are lights being replaced at Pool A only/ or will Pool B also have lights replaced? Only the lights in Pool A will be replaced. 6. Structural details reference control joints, but no locations shown on plans. Please confirm no control joints are located in new pool. The construction joint is running up the wall at the shallow end where the existing meets the new. Reference detail 7/PL211. Page 31 of 81 Page 32 of 81 Page 33 of 81 Page 34 of 81 Page 35 of 81 Page 36 of 81 June 23, 2025LOCATION MAPTOWN OF TROPHY CLUB90% CD Review SubmittalParkhill Job No. 42997.24255 North Center StreetSuite 100Arlington, Texas 76011Phone: 817.649.3216Metro: 817.640.8212Fax: 817.649.7645500 PARKVIEW DRIVE, TROPHY CLUB, TX 76262TROPHY CLUB TOWN COUNCILJEANNETTE TIFFANY - MayorSTEVE FLYNN - Mayor Pro TemSTACEY BAUERJEFF BEACHDENNIS SHERIDANRHYLAN ROWEGARRY ASHTC Pool RenovationTROPHY CLUB PARKS & RECREATION BOARDJENNIFER KASHNER - ChairPATRICK SCHREINROBERT FERGUSONGARY ROBERT PACKANJEFFERY EASONSTEVEN GREGORY FORDDANA KIZERBRANDON WRIGHT - Town ManagerCHASE ELLIS - Director of Parks & RecreationMADISON SEIL - Recreation SuperintendentJORGE GUZMAN - Parks SuperintendentTHIS DOCUMENT IS RELEASED ON JUNE 23, 2025FOR THE PURPOSE OF INTERIM REVIEW UNDERTHE AUTHORITY OF JAMES WILLIAMS, R.L.A.,TEXAS LICENSE #2372. IT IS NOT TO BE USEDFOR REGULATORY APPROVAL, CONSTRUCTION,BIDDING OR PERMIT PURPOSES.PARKHILL, SMITH & COOPER, INC.THIS DOCUMENT IS RELEASED ON JUNE 23, 2025FOR THE PURPOSE OF INTERIM REVIEW UNDERTHE AUTHORITY OF CASEY A. HADSALL, P.E.,TEXAS LICENSE #139380. IT IS NOT TO BE USEDFOR REGULATORY APPROVAL, CONSTRUCTION,BIDDING OR PERMIT PURPOSES.PARKHILL SMITH & COOPER, INC. F-560Page 37 of 81 Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONA:\2024\42997.24\03_DSGN\01_DWG\010_GEN\G-001 SHEET INDEX.DWG, 6/23/2025 11:29:48 AM, JRWilliams Trophy Club Community Pool Renovation Trophy Club, TXTown of Trophy Club1 Trophy Wood DriveTrophy Club, TX 7626242997.24-06/23/202590% CD Design ReviewTHIS DOCUMENT IS RELEASED ON 6/23/2025FOR THE PURPOSE OF INTERIM REVIEWUNDER THE AUTHORITY OF CAREY DODSON,R.L.A., TEXAS LICENSE #3577. IT IS NOT TO BEUSED FOR REGULATORY APPROVAL,CONSTRUCTION, BIDDING OR PERMITPURPOSES.PARKHILL, SMITH & COOPER, INC.SheetIndexG-001SHEET INDEXGENERALCover SheetSheet IndexG-001Erosion Control PlanCE100CIVILErosion Control DetailsCE501Existing Conditions & Removal PlanLX100LANDSCAPEStorm Drain LayoutCH100LX500LC101LC102Tree Protection DetailsCoordinate LayoutCoordinate ScheduleLG100Grading PlanSheet TitleSheet NumberG-000LP500LP502Planting MaterialsPlanting DetailsLD500Site DetailsLC100Construction LayoutLH100Paving & Jointing PlanLP100Planting PlanLD510Cabana OptionsLD51120ft x 20ft Group Pavilion100% DD05/12/2025LP501Planting Details90% CD06/23/2025Feature Layout OptionsPL100APOOLPL100BFeature Layout OptionsDemolition PlanD-100Demolition DetailsD-101Overall Aquatic PlanPL100Pool A - Leisure Pool PlanPL110PL111Pool A - Leisure Pool Dimension PlanGeneral Details and SchedulesPL101Pool A - Leisure Pool DetailsPL113PL120Pool B - Slide ComplexPool A - Leisure Pool SectionsPL112General NotesPL301Existing Piping PlanPL300Pool A - Piping PlanPL310PL320Pool B - Piping PlanPool A - Leisure Pool DetailsPL114Pool B - Slide Complex DetailsPL121Structural Notes, Plan(s) and SchedulePL200Structural Plan(s) and SectionsPL201Structural DetailsPL210Mechanical DetailsPL401PL402Mechanical DetailsPool A Mechanical Schematic (UV Replacement)PL510PL520Pool B Mechanical Schematic (UV Replacement)Drainage Area MapCH001Drainage DetailsCH501SHEET INDEXSheet TitleSheet Number100% DD 05/12/2025 90% CD 06/23/2025LI100Irrigation PlanLI500Irrigation DetailsPage 38 of 81 coWMWMSSMHICVAT&T WVICVICVICVICVTFICVICVICVSSMHICV EVWVWMWMICVICVICVICVICVICVICVICVSSMHICVICVICVICVAT&TVAULTICVICVICVICVTFMGMGPlasticDrainPlasticDrainPARKVIEW DRIVEXX SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF30'25'LIMIT OF DISTURBANCEINLET PROTECTION(REF DET A1/CE501)SILT FENCE(REF DET A3/CE501)SILT FENCE(REF DET A3/CE501)CONSTRUCTION ENTRANCE(REF DET B3/CE501)CONCRETE WASHOUT(REF DET C1/CE501)LIMIT OF DISTURBANCEX XINLET PROTECTION(REF DET A1/CE501)X XINLET PROTECTION(REF DET A1/CE501)X XINLET PROTECTION(REF DET A1/CE501)X XINLET PROTECTION(REF DET A1/CE501)X XINLET PROTECTION(REF DET A1/CE501)Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONA:\2024\42997.24\03_DSGN\01_DWG\050_CIVIL\03_SHEETS\CE100-42997.DWG, 6/18/2025 5:57:17 PM, mkoceich Trophy Club Community Pool Renovation Trophy Club, TXTown of Trophy Club1 Trophy Wood DriveTrophy Club, TX 7626242997.24-06/23/202590% CD Design ReviewTHIS DOCUMENT IS RELEASED ON 06/23/2025FOR THE PURPOSE OF INTERIM REVIEW UNDERTHE AUTHORITY OF CASEY A. HADSALL, P.E.,TEXAS LICENSE #139380. IT IS NOT TO BE USEDFOR REGULATORY APPROVAL, CONSTRUCTION,BIDDING OR PERMIT PURPOSES.PARKHILL, SMITH & COOPER, INC. F-560Erosion ControlPlanCE100040'20'EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.CONTROL POINT #1"X" CUT SETN - 7054570.35E - 2365491.19ELEV. - 603.28CONTROL POINT #2"X" CUT/TBMN - 7054464.47E - 2365359.06ELEV. - 605.11CONTROL POINT #3SET 5/8" OC/BASEN - 7054467.19E - 2365349.77ELEV. - 604.76NLEGENDEXISTING 1' CONTOUREXISTING 5' CONTOURLIMIT OF DISTURBANCESILT FENCEINLET PROTECTIONCONSTRUCTION ENTRANCE / WASHOUTSFXXTOTAL DISTURBED AREA: 0.83 ACRESPage 39 of 81 DRAIN INLET PLATETYPICAL DRAIN INLETFILTRATION MEDIANOTE: STORM INLETS SHALL BE COMPLETELYSURROUNDED WITH FILTRATION MEDIA,WHICH MAY BE FILTER SOCKS OR SAND BAGS(COMPLIANT WITH TxDOT ITEM 506), BUT NOTA COMBINATION.FILTER SOCKSOLID ORANGEIN GROUNDDEPTH OF STAKE12" MIN.ON CENTEREVERY 10 FOOTPLACE STAKESFLOWFILTER SOCKSIDE VIEWFILL WITH HAY ORAPPROVED MATERIALA1INLET PROTECTION DETAIL NOT TO SCALEC1CONCRETE WASH PAD NOT TO SCALE10'VARIES STAKE(TYP)STRAW BALE(TYP)10 MIL PLASTICLININGPLANTYPE "ABOVE GRADE" WITH STRAW BALES10 MIL PLASTICLININGBINDINGWIRENATIVE MATERIAL(OPTIONAL)WOOD ORMETAL STAKES(2 PER BALE)STAPLES(2 PER BALE)1\8" DIA.STEEL WIRE2"4"STAPLE DETAILSECTION A-AAACONCRETE WASHOUT SIGNDETAIL(OR EQUIVALENT)NOTES:A.ACTUAL LAYOUT DETERMINED IN FIELD.B.THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITY.CONCRETEWASHOUT3'3'PLYWOOD48" X 24"PAINTED WHITEBLACK LETTERS6" HEIGHT0.5" LAGSCREWSWOOD POST3" X 3" X 8'GENERAL NOTES:1.STONE SHALL BE 3" TO 6" DIAMETER CRUSHED ROCKOR ACCEPTABLE CRUSHED PORTLAND CONCRETE.2.LENGTH SHALL BE SHOWN ON PLANS WITH A MINIMUMLENGTH OF 30 FEET FOR LOTS WHICH ARE LESS THAN150 FEET FROM EDGE OF PAVEMENT. THE MINIMUMDEPTH IN ALL OTHER CASES SHALL BE 50 FEET.3.THE THICKNESS SHALL NOT BE LESS THAT 6".4.THE WIDTH SHALL BE NO LESS THAN THE FULL WIDTHOF ALL POINTS IN INGRESS AND EGRESS.5.WHEN NECESSARY, VEHICLES SHALL BE CLEARED TOREMOVE SEDIMENT PRIOR TO ENTRANCE ONTO APUBLIC ROADWAY. WHEN WASHING IS REQUIRED, ITSHALL BE DONE ON AN AREA STABILIZED WITHCRUSHED STONE OR CONCRETE WITH DRAINAGEFLOWING AWAY FROM BOTH THE STREET AND THESTABILIZED ENTRANCE. ALL SEDIMENT SHALL BEPREVENTED FROM ENTERING ANY STORM DRAIN, DITCH,OR WATERCOURSE USING APPROVED METHODS.6.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITIONWHICH WILL PREVENT TRACKING OR FLOWING OFSEDIMENT ONTO PAVED SURFACES. THIS MAY REQUIREPERIODIC TOP DRESSING WITH ADDITIONAL STONE ASCONDITIONS DEMAND. ALL SEDIMENT SPILLED,DROPPED, WASHED, OR TRACKED ONTO PAVEDSURFACES MUST BE REMOVED IMMEDIATELY.7.THE ENTRANCE MUST BE PROPERLY GRADED ORINCORPORATE A DRAINAGE SWALE TO PREVENTRUNOFF FROM LEAVING THE CONSTRUCTION SITE.GRADE TO DRAIN AWAYFROM STABILIZATION ANDSTREET PAVED SURFACEB3STABILIZED CONSTRUCTION ENTRANCE1" = 1'-0"EC_CONS_ENTR.dwg30'-0''GRADE TO PREVENT RUNOFFFROM LEAVING SITE6'' MIN EXIST GRADEFILTER FABRICPAVEDSURFACEDRAINAGE MUST FLOWAWAY FORM ENTRANCE30'-0''R O W5' MIN RADIUSTRANSITION TOPAVED SURFACEPROFILESCALE: 1" = 1'-0"PLANNOT TO SCALEA3SILT FENCE1" = 1'-0"EC_SILT_FENC.dwgGENERAL NOTES:1.STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLEDON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE.POST MUST BE EMBEDDED A MINIMUM OF ONE FOOT.2.THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADEOR MECHANICAL TRENCHER SO THAT THE DOWNSLOPE FACE OF THETRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW.WHERE FENCE CANNOT BE TRENCHED IN, ( e.g. PAVEMENT ), WEIGHTFABRIC FLAP WITH ROCK ON UPHILL SIDE TO PREVENT FLOW FROMSEEPING UNDER FENCE.3.THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHESWIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THEGROUND AND BACKFILLED WITH COMPACTED MATERIAL.4.SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEELSUPPORT POST OR WOVEN WIRE, WHICH IS IN TURN ATTACHED TOTHE STEEL FENCE POST. THERE SHALL BE A 3' OVERLAP, SECURELYFASTENED WHERE END OF FABRIC MEET.5.INSPECTION SHALL BE MADE WEEKLY AND AFTER EACH RAINFALL.REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.6.SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELYSTABILIZED SO AS NOT TO BLOCK OR IMPEDE STORM FLOW ORDRAINAGE.7.ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTHOF HALF THE HEIGHT OF THE FENCE. THE SILT SHALL BEDISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER ASTO NOT CONTRIBUTE TO ADDITIONAL SILTATION.SILT FENCE POST,MAX 6' SPACING,MIN EMBEDMENT = 1'WIRE MESH BACKING SUPPORT4" x 4" - 1.4 W x 1.4 W MINIMUMALLOWABLE, TYP CHAIN LINKFABRIC IS ACCEPTABLEFABRIC TOE-INTRENCHSILT FENCE( MIN 24" HTABOVE EXISTGROUND )COMPACTEDEARTH ORBACKFILLFLOW6"MIN6"MINISOMETRIC PLAN VIEWParkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONA:\2024\42997.24\03_DSGN\01_DWG\050_CIVIL\03_SHEETS\CE501-42997.DWG, 5/9/2025 1:27:08 PM, mkoceich Trophy Club Community Pool Renovation Trophy Club, TXTown of Trophy Club1 Trophy Wood DriveTrophy Club, TX 7626242997.24-06/23/202590% CD Design ReviewTHIS DOCUMENT IS RELEASED ON 06/23/2025FOR THE PURPOSE OF INTERIM REVIEW UNDERTHE AUTHORITY OF CASEY A. HADSALL, P.E.,TEXAS LICENSE #139380. IT IS NOT TO BE USEDFOR REGULATORY APPROVAL, CONSTRUCTION,BIDDING OR PERMIT PURPOSES.PARKHILL, SMITH & COOPER, INC. F-560Erosion ControlDetailsCE501Page 40 of 81 coWMWMSSMHICVAT&T WVICVICVICVICVTFICVICVICVSSMHICV EVWVWMWMICVICVICVICVICVICVICVICVSSMHICVICVICVICVAT&TVAULTICVICVICVICVTFMGMGPlasticDrainPlasticDrainPARKVIEW DRIVE DA B0.20 acDA A0.17 acDA C0.13 acParkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONA:\2024\42997.24\03_DSGN\01_DWG\050_CIVIL\03_SHEETS\CH001-42997.DWG, 6/23/2025 8:23:45 PM, mkoceich Trophy Club Community Pool Renovation Trophy Club, TXTown of Trophy Club1 Trophy Wood DriveTrophy Club, TX 7626242997.24-06/23/202590% CD Design ReviewTHIS DOCUMENT IS RELEASED ON 06/23/2025FOR THE PURPOSE OF INTERIM REVIEW UNDERTHE AUTHORITY OF CASEY A. HADSALL, P.E.,TEXAS LICENSE #139380. IT IS NOT TO BE USEDFOR REGULATORY APPROVAL, CONSTRUCTION,BIDDING OR PERMIT PURPOSES.PARKHILL, SMITH & COOPER, INC. F-560DrainageArea MapCH001040'20'EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.N565LEGENDEXISTING 1' CONTOUREXISTING 5' CONTOURPROPOSED 1' CONTOURPROPOSED 5' CONTOURDRAINAGE AREA BOUNDARYEXISTING FLOW ARROWPROPOSED FLOW ARROWDRAINAGE AREA NAMEDRAINAGE AREA (ACRES)568DA X0.22 acHydrology Calculations: Trophy Club Community Pool RenovationD.A #Area(acres)RunoffCoefficientC*CA25C*CA100tc(min)I5(in/hr)I25(in/hr)I100(in/hr)Q5(cfs)Q25(cfs)Q100(cfs)CommentscA0.170.730.800.91105.757.559.240.71.01.4Sheet flow to the westB0.200.680.750.85105.757.559.240.81.11.6Sheet flow to the northeastC0.130.790.870.99105.757.559.240.60.91.2Drains to existing grate inletNotes:Intensities from the Town of Trophy Club Design Standards and Construction Specifications - Denton County Rainfall Intensities. A minimum time of concentration of 10 minutes was used.CONTROL POINT #1"X" CUT SETN - 7054570.35E - 2365491.19ELEV. - 603.28CONTROL POINT #2"X" CUT/TBMN - 7054464.47E - 2365359.06ELEV. - 605.11CONTROL POINT #3SET 5/8" OC/BASEN - 7054467.19E - 2365349.77ELEV. - 604.76Page 41 of 81 coWMWMSSMHICVAT&T WVICVICVICVICVTFICVICVICVSSMHICV EVWVWMWMICVICVICVICVICVICVICVICVSSMHICVICVICVICVAT&TVAULTICVICVICVICVTFMGMGPlasticDrainPlasticDrainPARKVIEW DRIVE STA 0+00 ~ LATERAL A1CUT IN:1 ~ 8"x6"-60° WYE 6" = 595.45 EX 8" = 595.37 (VERIFY)N: 7054787.54E: 2365436.70STA 0+04 ~ LATERAL A1INSTALL:1 ~ 6"-30° BEND 6" = 595.67N: 7054785.38; E: 2365440.674 LF ~ 6" ADS STORM DRAIN ON 5.57%49 LF ~ 6" ADS STORMDRAIN ON 5.57%STA 0+53 ~ LATERAL A1INSTALL:1 ~ 8" PLANTER AREA DRAIN(REF. DETAIL C1/SHEET CH501)TOP INLET = 601.90 6" = 598.40N: 7054785.11; E: 2365489.97STA 0+00 ~ LATERAL A2CUT IN:1 ~ 8"x6"-60° WYE 6" = 595.56 EX 8" = 595.48 (VERIFY)N: 7054784.92E: 2365436.753 LF ~ 6" ADS STORM DRAIN ON 5.42%STA 0+03 ~ LATERAL A2INSTALL:1 ~ 6"-30° BEND 6" = 595.72N: 7054783.55; E: 2365434.0286 LF ~ 6" ADS STORM DRAIN ON 5.42%STA 0+89 ~ LATERAL A2INSTALL:1 ~ 8" PLANTER AREA DRAIN(REF DETAIL C1/SHEET CH501)TOP INLET = 602.80 6" = 600.30N: 7054784.33; E: 2365347.86STA 0+00 ~ LATERAL A3CUT IN:1 ~ 8"x6"-60° WYE 6" = 597.13 EX 8" = 597.05 (VERIFY)N: 7054740.03E: 2365440.143 LF ~ 6" ADS STORM DRAIN ON 62.33%STA 0+03 ~ LATERAL A4CONNECT TO FRENCH DRAIN 6" = 599.00N: 7054740.12; E: 2365442.68STA 0+00 ~ LATERAL A5CONNECT TO EXISTING GRATE INLETTOP INLET = 603.58 (VERIFY) EX 4" = 599.95 (VERIFY) 6" = 599.75 EX 8" = 599.58 (VERIFY)N: 7054623.06; E: 2365392.7520 LF ~ 6" ADS STORMDRAIN ON 0.94%STA 0+20 ~ LATERAL A5INSTALL:1 ~ 8" PLANTER AREA DRAIN(REF. DETAIL C1/SHEET CH501)TOP INLET = 603.75 6" = 599.94N: 7054635.77; E: 2365375.90STA 0+09 ~ LATERAL A5= STA 0+00 ~ LATERAL A6INSTALL:1 ~ 6"x6"-60° WYE 6" = 599.84N: 7054629.48E: 2365384.5637 LF ~ 6" ADS STORMDRAIN ON 0.94%12 LF ~ 6" ADS STORMDRAIN ON 0.94%21 LF ~ 6" ADS STORMDRAIN ON 0.94%14 LF ~ 6" ADS STORMDRAIN ON 0.94%23 LF ~ 6" ADS STORMDRAIN ON 0.94%16 LF ~ 6" ADS STORMDRAIN ON 0.94%STA 1+23 ~ LATERAL A6INSTALL:1 ~ 8" PLANTER AREA DRAIN(REF. DETAIL C1/SHEET CH501)TOP INLET = 603.50 6" = 601.00N: 7054670.00; E: 2365330.50STA 0+37 ~ LATERAL A6INSTALL:1 ~ 6"-30° BEND 6" = 600.19N: 7054613.94E: 2365350.76STA 0+49 ~ LATERAL A6INSTALL:1 ~ 6"-30° BEND 6" = 600.30N: 7054615.14E: 2365338.61STA 0+70 ~ LATERAL A6INSTALL:1 ~ 6"-30° BEND 6" = 600.50N: 7054627.32E: 2365320.88STA 0+84 ~ LATERAL A6INSTALL:1 ~ 6"-30° BEND 6" = 600.63N: 7054639.72E: 2365314.90STA 1+07 ~ LATERAL A6INSTALL:1 ~ 6"-60° BEND 6" = 600.85N: 7054663.26E: 2365316.50Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONA:\2024\42997.24\03_DSGN\01_DWG\050_CIVIL\03_SHEETS\CH100-42997.DWG, 6/23/2025 9:20:48 PM, mkoceich Trophy Club Community Pool Renovation Trophy Club, TXTown of Trophy Club1 Trophy Wood DriveTrophy Club, TX 7626242997.24-06/23/202590% CD Design ReviewTHIS DOCUMENT IS RELEASED ON 06/23/2025FOR THE PURPOSE OF INTERIM REVIEW UNDERTHE AUTHORITY OF CASEY A. HADSALL, P.E.,TEXAS LICENSE #139380. IT IS NOT TO BE USEDFOR REGULATORY APPROVAL, CONSTRUCTION,BIDDING OR PERMIT PURPOSES.PARKHILL, SMITH & COOPER, INC. F-560THIS DOCUMENT IS RELEASED ON 6/23/2025FOR THE PURPOSE OF INTERIM REVIEWUNDER THE AUTHORITY OF CAREY DODSON,R.L.A., TEXAS LICENSE #3577. IT IS NOT TO BEUSED FOR REGULATORY APPROVAL,CONSTRUCTION, BIDDING OR PERMITPURPOSES.PARKHILL, SMITH & COOPER, INC.Storm DrainLayoutCH100040'20'EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.CONTROL POINT #1"X" CUT SETN - 7054570.35E - 2365491.19ELEV. - 603.28CONTROL POINT #2"X" CUT/TBMN - 7054464.47E - 2365359.06ELEV. - 605.11CONTROL POINT #3SET 5/8" OC/BASEN - 7054467.19E - 2365349.77ELEV. - 604.76N565LEGENDEXISTING 1' CONTOUREXISTING 5' CONTOURPROPOSED 1' CONTOURPROPOSED 5' CONTOURPROPOSED STORM DRAIN568Page 42 of 81 Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONA:\2024\42997.24\03_DSGN\01_DWG\050_CIVIL\03_SHEETS\CH501-42997.DWG, 6/19/2025 9:44:04 AM, mkoceich Trophy Club Community Pool Renovation Trophy Club, TXTown of Trophy Club1 Trophy Wood DriveTrophy Club, TX 7626242997.24-06/23/202590% CD Design ReviewTHIS DOCUMENT IS RELEASED ON 06/23/2025FOR THE PURPOSE OF INTERIM REVIEW UNDERTHE AUTHORITY OF CASEY A. HADSALL, P.E.,TEXAS LICENSE #139380. IT IS NOT TO BE USEDFOR REGULATORY APPROVAL, CONSTRUCTION,BIDDING OR PERMIT PURPOSES.PARKHILL, SMITH & COOPER, INC. F-560DrainageDetailsCH501NOTE:REFER TO ADVANCED DRAINAGE SYSTEMS INSTALLATION GUIDELINESAND GEOTECHNICAL REPORT FOR CRUSHED STONE GRADATION.NATIVE MATERIAL 95% DENSITYFREE FLOWING SAND/CRUSHED STONEMECHANICALLY COMPACTEDMAX. P.I. OF 106" CRUSHED STONE6" CRUSHED STONEFINISHED GRADEDEPTH VARIES,REF: CIVIL PLANS( MIN DEPTH = 12" )A1ADS STORM DRAIN EMBEDMENT NOT TO SCALESLOPESLOPEINSTALL 20" SQUARECONCRETE SURROUNDIN GRASSY AREAS6"SLOPE1/4" PER FT(TYP)SLOPE 1 / 4 " PER FT (TYP )INLET AND GRATE SHALL BE'NYOPLAST' INLINE DRAIN WITH 4"DOME GRATE OR APPROVED EQUAL.8"6" PVC OUTLET RISER PIPEPVC 6" ~ 90° BENDC1PLANTER AREA DRAIN NOT TO SCALEPage 43 of 81 ICVICVcoWMWMSSMHICVAT&T WVICV SDSDSDSDSD SD SDSDSDSDICVICVICVTFICVICVICVSSMHICVEVWVWMWMICVICVSD S D SDSDS DSD ICVICVICVICVICVICVSSMHICVICVICVICVAT&TVAULTICVICVICVICVTFMGMGPDPlasticDrainSDPlasticDrainSDPARKVIEW DRIVE0304010205100404 01040502020504010101010502080901Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONA:\2024\42997.24\03_DSGN\01_DWG\060_LAND\06_SHEETS\LX100 EX.CONDITIONS & REMOVAL PLAN.DWG, 6/23/2025 6:41:24 PM, avillalobos Trophy Club Community Pool Renovation Trophy Club, TXTown of Trophy Club1 Trophy Wood DriveTrophy Club, TX 7626242997.24-06/23/202590% CD Design ReviewTHIS DOCUMENT IS RELEASED ON 6/23/2025FOR THE PURPOSE OF INTERIM REVIEWUNDER THE AUTHORITY OF CAREY DODSON,R.L.A., TEXAS LICENSE #3577. IT IS NOT TO BEUSED FOR REGULATORY APPROVAL,CONSTRUCTION, BIDDING OR PERMITPURPOSES.PARKHILL, SMITH & COOPER, INC.Ex. Conditions& Removal PlanLX100NORTH040'20'EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.CONTROL POINT #1"X" CUT FND.N - 7125005.56E - 2549220.74ELEV. - 564.79CONTROL POINT #2"X" CUT FND.N - 7124814.87E - 2548561.04ELEV. - 579.68CONTROL POINT #3CoM GPS Mon. #43N - 7124848.88E - 2547677.32ELEV. - 586.46GENERAL DEMOLITION NOTESEXAMINATION OF SITE OF WORKBEFORE SUBMITTING A BID, EACH BIDDER SHALL CAREFULLYEXAMINE THE SITE OF WORK. EACH BIDDER SHALL INFORMHIMSELF/HERSELF PRIOR TO BIDDING AS TO THE EXISTINGCONDITIONS AND LIMITATIONS UNDER WHICH THE WORK IS TO BEPERFORMED, AND SHALL INCLUDE IN HIS/HER BID A SUM TO COVERALL COSTS OF ALL ITEMS NECESSARY TO PERFORM THE WORK ASSET FORTH IN THE CONTRACT DOCUMENTS. NO ALLOWANCE WILL BEMADE TO ANY BIDDER BECAUSE OF LACK OF SUCH EXAMINATION ORKNOWLEDGE. THE SUBMISSION OF A BID SHALL BE CONSTRUED ASCONCLUSIVE EVIDENCE THAT THE BIDDER IS SUFFICIENTLY FAMILIARWITH ALL RELEVANT CONDITIONS.DEMOLITION1.THE CONTRACTOR SHALL NOT ASSUME THAT UTILITIES AREPRECISELY LOCATED. UTILITIES ARE SHOWN TO HELP MAKE THECONTRACTOR AWARE OF THEIR EXISTENCE. THIS MEASURE ISTAKEN TO HELP PROTECT THE INVESTMENTS AND SERVICES OFTHE OWNERS, OF THE UTILITIES AND THEIR CUSTOMERS. THECONTRACTOR SHALL CALL TEXAS 811 FOR HELP IN LOCATINGUTILITIES.2.IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ANDVERIFY THE EXACT LOCATION AND DEPTH OF ALL EXISTINGUTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. THECONTRACTOR SHALL ASCERTAIN WHETHER ANY ADDITIONALUTILITIES OR FACILITIES, OTHER THAN THOSE SHOWN ON THEPLANS, MAY BE PRESENT ON THE SITE OF THE WORK.3.PRIOR TO PROCEEDING WITH CONSTRUCTION, THECONTRACTOR SHALL NOTIFY THE OWNER OR A/E IF CONFLICTSOR POTENTIAL CONFLICTS OCCUR BETWEEN EXISTING UTILITIESAND THE PROPOSED CONSTRUCTION.4.PRIOR TO PROCEEDING WITH CONSTRUCTION, THECONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITYOWNER OR TOWN OF TROPHY CLUB PRIOR TO DEMOLITIONACTIVITIES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOPRESERVE AND PROTECT ALL UTILITIES.5.THE CONTRACTOR WILL IMMEDIATELY NOTIFY THE UTILITYOWNER AND MAKE RESTITUTION FOR ANY UTILITY THAT ISDAMAGED BY THE CONTRACTOR DURING THE COURSE OF THEWORK.6.THE CONTRACTOR WILL IMMEDIATELY NOTIFY THE OWNER ANDMAKE RESTITUTION FOR ANY DAMAGE TO THE EXISTINGFACILITIES BY THE CONTRACTOR DURING THE COURSE OF THEWORK.7.COORDINATE DEMOLITION PHASING WITH CIVIL, LANDSCAPE,STRUCTURAL AND ELECTRICAL DISCIPLINES.8.ALL TREES TO REMAIN UNLESS OTHERWISE NOTED.9.CONTRACTOR SHALL BE RESPONSIBLE FOR ALLMISCELLANEOUS REPAIRS DUE TO DEMOLITION ACTIVITIES.NOTE:DISPOSAL OF ALL EXCESS/WASTE MATERIALSIS TO BE MADE AT A REGISTERED LANDFILLEXISTING CONDITIONS & REMOVAL LEGENDPROPERTY LINEEX. CONC. PAVING TO BEREMOVED & DISPOSEDEX. TREE TO BEPROTECTEDEX. GRAVEL TO BEREMOVED & DISPOSEDEX. STRUCTURE TOBE REMOVED.EX. METAL FENCE TO BEREMOVED & DISPOSEDEX. WATERLINE TO BEABANDONED. RE:CIVIL SHEETSEX. CURB AND GUTTER TOBE REMOVED & DISPOSEDEX. SANITARY SEWER LINETO BE ABANDONED. RE:CIVIL SHEETS574575EX. TREE TO BEREMOVED & DISPOSEDEXISTING CONTOURSSSWDEMOLITION KEYNOTESREMOVE EXISTING CONSTRUCTION AS INDICATED BY:001.EXISTING CONCRETE PAVING TO BE REMOVED & DISPOSED OF.2.EXISITNG CONCRETE EDGING TO BE REMOVED & DISPOSED OF.3.EXISITNG PLAY STRUCTURE TO BE REMOVED & DISPOSED OF.4.EXISTING FABRIC SHADE STRUCTURE TO BE REMOVED SALVAGED &RETURNED TO OWNER.5.EXISTING STORM DRAINAGE LINE / INLET / TO BE REMOVED. RE: CIVILSHEETS.7.EXISTING WATERLINE TO BE REMOVED. RE: CIVIL SHEETS.8.EXISTING LIGHT FIXTURE TO BE REMOVED AND RELOCATED. RE: ELEC.SHEETS.9.EXISTING IRRI. CONTROL VALVE TO BE REMOVED. RE: IRR. SHEETS.10.EXISTING POOL TO BE REMOVED & DISPOSED OF. RE: POOL SHEETS.Page 44 of 81 Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONA:\2024\42997.24\03_DSGN\01_DWG\060_LAND\06_SHEETS\LX500 TREE PROTECTION DETAILS.DWG, 6/19/2025 2:36:33 PM, avillalobos Trophy Club Community Pool Renovation Trophy Club, TXTown of Trophy Club1 Trophy Wood DriveTrophy Club, TX 7626242997.24-06/23/202590% CD Design ReviewTHIS DOCUMENT IS RELEASED ON 6/23/2025FOR THE PURPOSE OF INTERIM REVIEWUNDER THE AUTHORITY OF CAREY DODSON,R.L.A., TEXAS LICENSE #3577. IT IS NOT TO BEUSED FOR REGULATORY APPROVAL,CONSTRUCTION, BIDDING OR PERMITPURPOSES.PARKHILL, SMITH & COOPER, INC.Tree ProtectionDetailsLX50048" TO TOP OF PIPETRENCHING IN CRITICALROOT ZONE IS NOT ALLOWEDTUNNELING SAVES ROOTSTREE TRENCHING AND TUNNELINGTREE PROTECTION NOTESA.THE CONTRACTOR SHALL PROTECT THE TREE AND PLANT PROTECTION ZONE AT ALL TIMES FROM COMPACTION OF THESOIL; DAMAGE OF ANY KIND TO TRUNKS, BARK, BRANCHES, LEAVES AND ROOTS OF ALL PLANTS; AND CONTAMINATION OFTHE SOIL, BARK OR LEAVES WITH CONSTRUCTION MATERIALS, DEBRIS, SILT, FUELS, OILS, AND ANY CHEMICALS SUBSTANCE.NOTIFY THE OWNER'S REPRESENTATIVE OF ANY SPILLS, COMPACTION OR DAMAGE AND TAKE CORRECTIVE ACTIONIMMEDIATELY USING METHODS APPROVED BY THE OWNER'S REPRESENTATIVE.B.TREE BRANCHES THAT INTERFERE WITH THE CONSTRUCTION MAY BE TIED BACK OR PRUNED TO CLEAR ONLY TO THE POINTNECESSARY TO COMPLETE THE WORK. OTHER BRANCHES SHALL ONLY BE REMOVED WHEN SPECIFICALLY INDICATED BYTHE OWNER'S REPRESENTATIVE. TYING BACK OR TRIMMING OF ALL BRANCHES AND THE CUTTING OF ROOTS SHALL BE INACCORDANCE WITH ACCEPTED ARBORICULTURAL PRACTICES (ANSI A300, PART 8) AND BE PERFORMED UNDER SUPERVISIONOF AN ARBORIST.C.TRUNK PROTECTION ONLY WHERE FENCE IS NOT CONSTRUCTIBLE: PROTECT THE TRUNK OF EACH TREE TO REMAIN BYCOVERING IT WITH A RING OF 8 FOOT LONG 2 INCH X 6 - INCH PLANKS LOOSELY BANDED ONTO THE TREE WITH 3 STEELBANDS. STAPLE THE BANDS TO THE PLANKS AS NECESSARY TO HOLD THEM SECURELY IN PLACE THROUGHOUT THECONSTRUCTION PERIOD. REMOVE TRUNK PROTECTION UPON SUBSTANTIAL COMPLETION.4'-0" MIN.6'-0" MAX.TREE CLUSTER4'-0"MIN1'-6"MINMAXPOST SPACING6' OCCRITICAL ROOT ZONEDRIP LINEDRIP LINESINGLE TREETREE CANOPYA.*CRITICAL ROOT ZONE: THE AREA OF UNDISTURBED NATURAL SOIL AROUND A TREE DEFINED BY A CONCENTRIC CIRCLE WITHA RADIUS TO THE DISTANCE FROM THE TREE TRUNK TO THE OUTERMOST PORTION OF THEDRIP LINE.B.DRIP LINE: A VERTICAL LINE RUN THROUGH THE OUTERMOST PORTION OF THE CANOPY OF TREE AND EXTENDING TO THE GROUND.C.PROTECTIVE FENCING: ORANGE VINYL CONSTRUCTION FENCING, CHAIN LINK FENCING, SNOW FENCING, OR OTHER SIMILAR FENCING AS SPECIFIED AT LEAST FOUR FEET (4') HIGH AND SUPPORTED AT A MAXIMUM OFSIX FOOT (6') INTERVALS BY APPROVED METHOD SUFFICIENT ENOUGH TO KEEP THE FENCE UPRIGHTAND IN PLACE. THIS FENCING SHALL BE OF A HIGHLY VISIBLE MATERIAL.BORING:BORING OF UTILITIES UNDERPROTECTED TREES SHALL BE REQUIREDIN THOSE CIRCUMSTANCES WHEREIT IS NOT POSSIBLE TO TRENCHAROUND THE CRITICAL ROOT ZONE OFPROTECTED TREES. WHEN REQUIRED,THE LENGTH OF THE BORE SHALL BETHE WIDTH OF THE CRITICAL ROOTZONE AT A MINIMUM AND SHALL BE AMINIMUM DEPTH OF 48 INCHES.HAND DIG, AIR SPADE, HYDROTRENCHING IS ALLOWED IN LIEU OFBORING UNDER THE DRIP LINE.6 FT LENGTHSTEEL T POST4' HT ORANGEPOLY FENCEFABRICTREE CANOPYTRUNK PROTECTION AS CALLED OUT IN NOTESLIMIT OF CRITICALROOT ZONETRUNK PROTECTIONAS CALLED OUT INNOTES (TYP.)TREE AND PLANTPROTECTION ZONE2" MULCHCRITICAL ROOT ZONE48" TO TOP OF PIPEA1TYPICAL TREE PROTECTION1/2" - 1'-0"*PROHIBITED ACTIVITIES WITHIN CRITICAL ROOTZONETREE TRENCHING AND TUNNELING NOTESA.IN THE EVENT THAT CONSTRUCTION ACTIVITY IS UNAVOIDABLE WITHIN THE TREE AND PLANTPROTECTION AREA, NOTIFY THE OWNER'S REPRESENTATIVE AND SUBMIT A DETAILED WRITTENPLAN OF ACTION FOR APPROVAL. THE PLAN SHALL INCLUDE: A STATEMENT DETAILING THEREASON FOR THE ACTIVITY INCLUDING WHY OTHER AREAS ARE NOT SUITED; A DESCRIPTION OFTHE PROPOSED ACTIVITY; THE TIME PERIOD FOR THE ACTIVITY, AND A LIST OF REMEDIALACTIONS THAT WILL REDUCE THE IMPACT ON THE TREE AND PLANT PROTECTION AREA FROM THEACTIVITY. REMEDIAL ACTIONS SHALL INCLUDE BUT SHALL NOT BE LIMITED TO THE FOLLOWING: INGENERAL, DEMOLITION AND EXCAVATION WITHIN THE DRIP LINE OF TREES AND SHRUBS SHALLPROCEED WITH EXTREME CARE EITHER BY THE USE OF HAND TOOLS, DIRECTIONAL BORING ANDOR AIR KNIFE EXCAVATION WHERE INDICATED OR WITH OTHER LOW IMPACT EQUIPMENT THATWILL NOT CAUSE DAMAGE TO THE TREE, ROOTS OR SOIL.B.WHEN ENCOUNTERED, EXPOSED ROOTS, 1 INCHES AND LARGER IN DIAMETER SHALL BE WORKED AROUND IN AMANNER THAT DOES NOT BREAK THE OUTER LAYER OF THE ROOT SURFACE (BARK). THESE ROOTS SHALL BECOVERED IN WOOD CHIPS AND SHALL BE MAINTAINED ABOVE PERMANENT WILT POINT AT ALL TIMES. ROOTSONE INCH AND LARGER IN DIAMETER SHALL NOT BE CUT WITH OUT THE APPROVAL OF THE OWNERSREPRESENTATIVE. EXCAVATION SHALL BE TUNNELED UNDER THESE ROOTS WITHOUT CUTTING THEM. IN THEAREAS WHERE ROOTS ARE ENCOUNTERED, WORK SHALL BE PERFORMED AND SCHEDULED TO CLOSEEXCAVATIONS AS QUICKLY AS POSSIBLE OVER EXPOSED ROOTS.1.MATERIAL STORAGE: NO STORAGE OR PLACEMENT OF MATERIALS INTENDED FOR USE INCONSTRUCTION OR WASTE MATERIALS ACCUMULATED DUE TO EXCAVATION ORDEMOLITION SHALL BE PLACED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANYPROTECTED TREE. .1EQUIPMENT CLEANING/LIQUID DISPOSAL: NO EQUIPMENT SHALL BECLEANED OR OTHER LIQUIDS, INCLUDING, WITHOUT LIMITATION, PAINT, OIL, SOLVENTS,ASPHALT, CONCRETE, MORTAR OR SIMILAR MATERIALS DEPOSITED OR ALLOWED TO FLOWINTO THE CRITICAL ROOT ZONE OF A PROTECTED TREE.2.TREE ATTACHMENTS: NO SIGNS, WIRES OR OTHER ATTACHMENTS, OTHER THAN THOSE OFA PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY PROTECTED TREE.3.VEHICULAR TRAFFIC: NO VEHICULAR AND/OR CONSTRUCTION EQUIPMENT TRAFFIC ORPARKING SHALL TAKE PLACE WITHIN THE CRITICAL ROOT ZONE OF ANY PROTECTED TREEOTHER THAN ON EXISTING STREET PAVEMENT. THIS RESTRICTION DOES NOT APPLY TO SINGLE INCIDENT ACCESS WITHIN THE CRITICAL ROOT ZONE FOR PURPOSES OF ESTABLISHING THE BUILDING PAD AND ASSOCIATED LOT GRADING, VEHICULAR TRAFFIC NECESSARY FOR ROUTINE UTILITY MAINTENANCE, EMERGENCY RESTORATION OF UTILITY SERVICE, OR ROUTINE MOWING OPERATIONS.4. GRADE CHANGES: PAVING WITHIN THE DRIP LINE SHALL BE APPROVED PRIOR TO CONSTRUCTION BY THE OWNER'S REPRESENTATIVE.5. IMPERVIOUS PAVING: NO PAVING WITH ASPHALT, CONCRETE OR OTHER IMPERVIOUS MATERIAL SHALL BE PLACED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE.6. ROOT PRUNING: ALL ROOTS ONE INCHES OR LARGER IN DIAMETER WHICH ARE EXPOSED AS A RESULT OF TRENCHING OR OTHER EXCAVATION SHALL BE CUT OFF SQUARE WITH A SHARP MEDIUM TOOTH SAW AND COVERED WITH PRUNING COMPOUND WITHIN TWO HOURS OF INITIAL EXPOSURE.Page 45 of 81 coWMWMSSMHICVAT&T WVICV SDSDICVICVICVTFICVICVICVSSMHICVEVWVWMWMICVICVSD S D SDSDS DSD ICVICVICVICVICVICVSSMHICVICVICVICVAT&TVAULTICVICVICVICVTFMGMGPlasticDrainSDPlasticDrainSDPARKVIEW DRIVE7'-10"R38'-0"R38'-0"R38'-0"R45'-0"R19'-0"R27'-0"R10'-0"R25'-9"R25'-6"R14'-11"R29'-8"6'-0"6'-0"12'-0"18' -0 "38'-0"8' -0 "8'-0"12' -0 "6'-0"44'-4"5'-0"6' -0 "6'-0"R7'-0"R3'-0"11116666777899101011121414151614141414141616171819142018171733333329293328323031271CODEDESCRIPTION5" CONC. PAVING ON COMPACTED SUBGRADE PER DET. A2/LD500CONC. CONNECTION TO EX. CONC. PAVING PER DET. B4/LD500CONC. EDGING PER DET. XX/LD50XRAISED PLANTER PER DET. C1, C3/LD500BASIS OF DESIGN: SUNSET CHAIR AND 42" TABLE BY GROSFILLEX AS SPEC'D. REFER TO SPECS FORALTERNATIVEBASIS OF DESIGN: EQUINOX UMBRELLA AS SPEC'D. REFER TO SPECS FOR ALTERNATIVEBASIS OF DESIGN: SUNSET CHAISE LOUNGES BY GROSFILLEX AS SPEC'D. REFER TO SPECS FOR ALTERNATIVEBASIS OF DESIGN: MARINE GRADE POLYMER CURVE IN-POOL CHAISE LOUNGES BY TROPITONE AS SPEC'D.REFER TO SPECS FOR ALTERNATIVEPLANTER BED RE: SHEET LP100 PLANTING PLAN4-POINT SAIL FABRIC SHADE STRUCTURE RE: SHEET LDXXX20'X20' SHADE STRUCTURE RE: SHEET LD51112'X12' PYRAMID SHADE STRUCTURE BY USA SHADE RE: SHEET LDXXXBODY SLIDE RE: POOL LAYOUT SHEETSZERO-DEPTH ENTRY POOL RE: POOL LAYOUT SHEETSPOOL PLAY STRUCTURE RE: POOL LAYOUT SHEETSRELOCATED LIGHT FIXTURE. RE: ELEC. SHEETSEXISTING POOL HOUSEEXISTING PUMP HOUSEEXISTING COMPETITION POOLEXISTING FABRIC SHADE STRUCTUREEXISTING RAISED PLANTER BEDEXISTING ORNAMENTAL FENCE167891011121415161718192027282930313233REFERENCE NOTES SCHEDULEParkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONA:\2024\42997.24\03_DSGN\01_DWG\060_LAND\06_SHEETS\LC100 CONSTRUCTION LAYOUT.DWG, 6/23/2025 4:46:17 PM, avillalobos Trophy Club Community Pool Renovation Trophy Club, TXTown of Trophy Club1 Trophy Wood DriveTrophy Club, TX 7626242997.24-06/23/202590% CD Design ReviewTHIS DOCUMENT IS RELEASED ON 6/23/2025FOR THE PURPOSE OF INTERIM REVIEWUNDER THE AUTHORITY OF CAREY DODSON,R.L.A., TEXAS LICENSE #3577. IT IS NOT TO BEUSED FOR REGULATORY APPROVAL,CONSTRUCTION, BIDDING OR PERMITPURPOSES.PARKHILL, SMITH & COOPER, INC.ConstructionLayoutLC100EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.CONTROL POINT #1"X" CUT FND.N - 7125005.56E - 2549220.74ELEV. - 564.79CONTROL POINT #2"X" CUT FND.N - 7124814.87E - 2548561.04ELEV. - 579.68CONTROL POINT #3CoM GPS Mon. #43N - 7124848.88E - 2547677.32ELEV. - 586.46CONSTRUCTION NOTESEXAMINATION OF SITE WORKBEFORE SUBMITTING A BID, EACH BIDDER SHALL CAREFULLY EXAMINE THE SITE OF WORK. EACH BIDDER SHALLINFORM HIMSELF/HERSELF PRIOR TO BIDDING AS TO THE EXISTING CONDITIONS AND LIMITATIONS UNDER WHICH THEWORK IS TO BE PERFORMED, AND SHALL INCLUDE IN HIS/HER BID A SUM TO COVER ALL COSTS OF ALL ITEMSNECESSARY TO PERFORM THE WORK AS SET FORTH IN THE CONTRACT DOCUMENTS. NO ALLOWANCE WILL BE MADETO ANY BIDDER BECAUSE OF LACK OF SUCH EXAMINATION OR KNOWLEDGE. THE SUBMISSION OF A BID SHALL BECONSTRUED AS CONCLUSIVE EVIDENCE THAT THE BIDDER IS SUFFICIENTLY FAMILIAR WITH ALL RELEVANTCONDITIONS.CONCRETE FORMWORK AND REINFORCEMENTTHE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUM OF 48 HOURS PRIOR TO THE PLANNEDPLACEMENT OF CONCRETE. THE OWNER'S REPRESENTATIVE MUST HAVE OBSERVED AND APPROVED THEFORMWORK AND REINFORCEMENT PRIOR TO ANY PLACEMENT OF CONCRETECONCRETE FINISH AND SAW JOINTSTHE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON THE SITE SAMPLE PANELS OF PAVEMENT 4' X 4' IN SIZE FOREACH FINISH OF CONCRETE PAVEMENT. THE SURFACE FINISHES SHALL BE AS APPROVED BY THE OWNER'SREPRESENTATIVE. ANY CONCRETE PLACED WITH AN IMPROPER FINISH SHALL BE REMOVED AND REPLACED AT THECONTRACTOR'S EXPENSE. ALL SAW JOINTS SHALL BE SAWN WITHIN 24 HOURS OF CONCRETE PLACEMENT. ANYCONCRETE SAWN LATER THAN THIS WHICH, IN THE OPINION OF THE OWNER'S REPRESENTATIVE, HAS EXCESSIVESHRINKAGE CRACKS DUE TO NOT HAVING BEEN SAWN SOON ENOUGH, SHALL BE REMOVED AND REPLACED AT THECONTRACTOR'S EXPENSE.ALIGNMENT AND TANGENCY OF PAVEMENTSTHE EDGES OF ALL FINISHED PAVING SHALL BE STRAIGHT OR SMOOTH CURVES (AS DELINEATED ON THE PLANS) WITHNO INTERRUPTIONS SUCH AS CHORDS, WAVES, JOGS, OR MISSED TANGENTS. PAVEMENT WITH SUCH INTERRUPTIONSHALL BE REMOVED.TOWN STANDARDSALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN STANDARD SPECIFICATIONS, AND THESTANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.DIMENSIONSDIMENSIONS ARE TO BACKS OF CURBS, TO CENTERLINES OF FENCES, OR TO EDGES OF PAVEMENTS, UNLESSOTHERWISE INDICATED. WRITTEN AND NUMBERED DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS.ADJUSTMENTSIF THE CONTRACTOR BELIEVES IT IS NECESSARY TO MAKE AN ADJUSTMENT IN THE LAYOUT OR GRADE OF PROPOSEDIMPROVEMENTS, SUCH AN ADJUSTMENT SHALL BE PROPOSED TO THE OWNER'S REPRESENTATIVE. NO ADJUSTMENTWILL BE PERMITTED UNTIL IT HAS FIRST BEEN APPROVED BY THE OWNER'S REPRESENTATIVE.TURFGRASS PLANTINGTURFGRASS SHALL BE PLANTED AND ESTABLISHED, AS SPECIFIED, OVER ANY AREAS DISTURBED BY CONSTRUCTION.THE TURFGRASS LIIMITS SHOWN ON THE PLANTING PLAN ARE NOT ABSOLUTE. TURFGRASS PLANTING SHALL TAKEPLACE BEYOND THE LIMITS IF THE AREAS HAS BEEN DISTURBED BY CONSTRUCTION.CONCRETE TRAIL / SIDEWALK LAYOUTTHE CENTERLINE OF THE TRAIL/SIDEWALK SHALL BE STAKED IN THE FIELD BY THE CONTRACTOR FOLLOWING THEALIGNMENT SHOWN IN THE CONSTRUCTION DOCUMENTS. APPROVAL OF THE CENTERLINE STAKING BY THEOWNER/LANDSCAPE ARCHITECT IS REQUIRED PRIOR TO BEGINNING FORMWORK.PAVING & JOINTING LEGEND5" CONC. PAVING ON COMPACTED SUBGRADE PER DET. A2/LD500STRUCTURAL CONC. PAVING, RE: POOL SHEETSDOWELED ISOLATION JOINT PER DET. XX/LD50XSAWN CONTROL JOINT PER DET. XX/LD50XDIJNORTH040'20'Page 46 of 81 coWMWMSSMHICVAT&T WVICV SDSDICVICVICVTFICVICVICVSSMHICVEVWVWMWMICVICVSD S D SDSDS DSD ICVICVICVICVICVICVSSMHICVICVICVICVAT&TVAULTICVICVICVICVTFMGMGPlasticDrainSDPlasticDrainSDPARKVIEW DRIVE123456789101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354555657585960 616263646566676869707172737475767778798081828384858687888990919293949596979899100101102103104105106107108109110111112113114115116117118119120121122123124125126127Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONA:\2024\42997.24\03_DSGN\01_DWG\060_LAND\06_SHEETS\LC101 COORDINATE LAYOUT.DWG, 6/18/2025 3:58:48 PM, avillalobos Trophy Club Community Pool Renovation Trophy Club, TXTown of Trophy Club1 Trophy Wood DriveTrophy Club, TX 7626242997.24-06/23/202590% CD Design ReviewTHIS DOCUMENT IS RELEASED ON 6/23/2025FOR THE PURPOSE OF INTERIM REVIEWUNDER THE AUTHORITY OF CAREY DODSON,R.L.A., TEXAS LICENSE #3577. IT IS NOT TO BEUSED FOR REGULATORY APPROVAL,CONSTRUCTION, BIDDING OR PERMITPURPOSES.PARKHILL, SMITH & COOPER, INC.CoordinateLayoutLC101NORTH040'20'EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.CONTROL POINT #1"X" CUT FND.N - 7125005.56E - 2549220.74ELEV. - 564.79CONTROL POINT #2"X" CUT FND.N - 7124814.87E - 2548561.04ELEV. - 579.68CONTROL POINT #3CoM GPS Mon. #43N - 7124848.88E - 2547677.32ELEV. - 586.46CONSTRUCTION NOTESEXAMINATION OF SITE WORKBEFORE SUBMITTING A BID, EACH BIDDER SHALL CAREFULLY EXAMINE THE SITE OF WORK. EACH BIDDER SHALLINFORM HIMSELF/HERSELF PRIOR TO BIDDING AS TO THE EXISTING CONDITIONS AND LIMITATIONS UNDER WHICH THEWORK IS TO BE PERFORMED, AND SHALL INCLUDE IN HIS/HER BID A SUM TO COVER ALL COSTS OF ALL ITEMSNECESSARY TO PERFORM THE WORK AS SET FORTH IN THE CONTRACT DOCUMENTS. NO ALLOWANCE WILL BE MADETO ANY BIDDER BECAUSE OF LACK OF SUCH EXAMINATION OR KNOWLEDGE. THE SUBMISSION OF A BID SHALL BECONSTRUED AS CONCLUSIVE EVIDENCE THAT THE BIDDER IS SUFFICIENTLY FAMILIAR WITH ALL RELEVANTCONDITIONS.CONCRETE FORMWORK AND REINFORCEMENTTHE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUM OF 48 HOURS PRIOR TO THE PLANNEDPLACEMENT OF CONCRETE. THE OWNER'S REPRESENTATIVE MUST HAVE OBSERVED AND APPROVED THEFORMWORK AND REINFORCEMENT PRIOR TO ANY PLACEMENT OF CONCRETECONCRETE FINISH AND SAW JOINTSTHE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON THE SITE SAMPLE PANELS OF PAVEMENT 4' X 4' IN SIZE FOREACH FINISH OF CONCRETE PAVEMENT. THE SURFACE FINISHES SHALL BE AS APPROVED BY THE OWNER'SREPRESENTATIVE. ANY CONCRETE PLACED WITH AN IMPROPER FINISH SHALL BE REMOVED AND REPLACED AT THECONTRACTOR'S EXPENSE. ALL SAW JOINTS SHALL BE SAWN WITHIN 24 HOURS OF CONCRETE PLACEMENT. ANYCONCRETE SAWN LATER THAN THIS WHICH, IN THE OPINION OF THE OWNER'S REPRESENTATIVE, HAS EXCESSIVESHRINKAGE CRACKS DUE TO NOT HAVING BEEN SAWN SOON ENOUGH, SHALL BE REMOVED AND REPLACED AT THECONTRACTOR'S EXPENSE.ALIGNMENT AND TANGENCY OF PAVEMENTSTHE EDGES OF ALL FINISHED PAVING SHALL BE STRAIGHT OR SMOOTH CURVES (AS DELINEATED ON THE PLANS) WITHNO INTERRUPTIONS SUCH AS CHORDS, WAVES, JOGS, OR MISSED TANGENTS. PAVEMENT WITH SUCH INTERRUPTIONSHALL BE REMOVED.TOWN STANDARDSALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN STANDARD SPECIFICATIONS, AND THESTANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.DIMENSIONSDIMENSIONS ARE TO BACKS OF CURBS, TO CENTERLINES OF FENCES, OR TO EDGES OF PAVEMENTS, UNLESSOTHERWISE INDICATED. WRITTEN AND NUMBERED DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS.ADJUSTMENTSIF THE CONTRACTOR BELIEVES IT IS NECESSARY TO MAKE AN ADJUSTMENT IN THE LAYOUT OR GRADE OF PROPOSEDIMPROVEMENTS, SUCH AN ADJUSTMENT SHALL BE PROPOSED TO THE OWNER'S REPRESENTATIVE. NO ADJUSTMENTWILL BE PERMITTED UNTIL IT HAS FIRST BEEN APPROVED BY THE OWNER'S REPRESENTATIVE.TURFGRASS PLANTINGTURFGRASS SHALL BE PLANTED AND ESTABLISHED, AS SPECIFIED, OVER ANY AREAS DISTURBED BY CONSTRUCTION.THE TURFGRASS LIIMITS SHOWN ON THE PLANTING PLAN ARE NOT ABSOLUTE. TURFGRASS PLANTING SHALL TAKEPLACE BEYOND THE LIMITS IF THE AREAS HAS BEEN DISTURBED BY CONSTRUCTION.CONCRETE TRAIL / SIDEWALK LAYOUTTHE CENTERLINE OF THE TRAIL/SIDEWALK SHALL BE STAKED IN THE FIELD BY THE CONTRACTOR FOLLOWING THEALIGNMENT SHOWN IN THE CONSTRUCTION DOCUMENTS. APPROVAL OF THE CENTERLINE STAKING BY THEOWNER/LANDSCAPE ARCHITECT IS REQUIRED PRIOR TO BEGINNING FORMWORK.PAVING & JOINTING LEGEND5" CONC. PAVING ON COMPACTED SUBGRADE PER DET. A2/LD500STRUCTURAL CONC. PAVING, RE: POOL SHEETSDOWELED ISOLATION JOINT PER DET. XX/LD50XSAWN CONTROL JOINT PER DET. 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IT IS NOT TO BEUSED FOR REGULATORY APPROVAL,CONSTRUCTION, BIDDING OR PERMITPURPOSES.PARKHILL, SMITH & COOPER, INC.CoordinateScheduleLC102NORTH EASTING POINT SCHEDULEPage 48 of 81 coWMWMSSMHICVAT&T WVICVICVICVICVTFICVICVICVSSMHICV EVWVWMWMICVICVICVICVICVICVICVICVSSMHICVICVICVICVAT&TVAULTICVICVICVICVTFMGMGPlasticDrainPlasticDrainPARKVIEW DRIVE Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONA:\2024\42997.24\03_DSGN\01_DWG\060_LAND\06_SHEETS\LG100 GRADING PLAN.DWG, 6/19/2025 2:19:52 PM, avillalobos Trophy Club Community Pool Renovation Trophy Club, TXTown of Trophy Club1 Trophy Wood DriveTrophy Club, TX 7626242997.24-06/23/202590% CD Design ReviewTHIS DOCUMENT IS RELEASED ON 6/23/2025FOR THE PURPOSE OF INTERIM REVIEWUNDER THE AUTHORITY OF CAREY DODSON,R.L.A., TEXAS LICENSE #3577. IT IS NOT TO BEUSED FOR REGULATORY APPROVAL,CONSTRUCTION, BIDDING OR PERMITPURPOSES.PARKHILL, SMITH & COOPER, INC.GradingPlanLG100NORTH040'20'EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.CONTROL POINT #1"X" CUT FND.N - 7125005.56E - 2549220.74ELEV. - 564.79CONTROL POINT #2"X" CUT FND.N - 7124814.87E - 2548561.04ELEV. - 579.68CONTROL POINT #3CoM GPS Mon. #43N - 7124848.88E - 2547677.32ELEV. - 586.46898900898NOTES·ALL SPOT GRADES ARE TOP OF PAVING GRADES UNLESS OTHERWISENOTED.·CROSS SLOPES OF SIDEWALKS ARE NOT TO EXCEED 2.0%.·LONGITUDINAL SLOPES OF SIDEWALKS ARE NOT TO EXCEED 5.0%.·TURFGRASS SLOPES ARE NOT TO EXCEED 25%.·MAXIMUM GRADE CHANGE FOR A FIRE LANE IS 6% AND 5% FOR ALLCROSS-SLOPES.THE EARTHWORK FOR THIS PROJECT IS A NECESSARY AND INCIDENTALPART OF THE WORK. IN THE CASE THAT THE EARTHWORK DOES NOTBALANCE, THE CONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONAL COSTSASSOCIATED WITH HAUL OFF OR IMPORT. THE TOTAL COST SHALL BEINCLUDED IN THE BID PROPOSAL AS A LUMP SUM. PAYMENT WILL NOT BEMADE ON A UNIT PRICE BASIS OR BY ANY OTHER SEPARATE MEASUREDPAYMENT METHOD.1.BASE BID SHALL INCLUDE ALL EARTHWORK NECESSARY TO ESTABLISHTHE FINISHED GRADES AS SHOWN ON THIS PLAN. NO SEPARATEPAYMENT WILL BE MADE.2.REFER TO SPECIFICATIONS FOR DISPOSAL OF EXCESS MATERIAL.3.CONTRACTOR SHALL STRIP, STOCKPILE AND RE-SPREAD A MINIMUM OF6" OF TOPSOIL IN ALL DISTURBED AREAS. IN AREAS OF CUT, THE GRADESHALL BE EXCAVATED TO 6" BELOW FINISH GRADE, THEN TOPSOILSHALL BE RE-SPREAD ABOVE THE SUB GRADE ELEVATION.4.ALL EARTHWORK SHALL CONFORM TO THE GEOTECHNICAL REPORT BYLANDTEC ENGINEERS, DATED MAY 2024.5.THE TOPOGRAPHIC SURVEY FOR THIS PROJECT SHALL BE DONE BY ANINDEPENDENT REGISTERED, LICENSED SURVEYOR APPROVED BY THEOWNER. THE SURVEYS SHALL BE SIGNED AND SEALED BY THEAPPROVED SURVEYOR.6.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND GRADES, NEWOR EXISTING PRIOR TO CONSTRUCTION, NOTIFY THE ENGINEER OF ANYDISCREPANCIES WITH EXISTING OR NEW CONDITIONS. THECONTRACTOR SHALL EMPLOY A LICENSED PUBLIC SURVEYOR TO SETALL GRADES, SPOT ELEVATIONS, FLOW LINES, ETC.EXISTING 1' CONTOUREXISTING 5' CONTOURPROPOSED 1' CONTOURPROPOSED 5' CONTOURPROPOSED SPOT GRADETOP OF GRADETOP OF CURBBOTTOM OF RAMPTOP OF RAMPBOTTOM OF WALLTOP OF WALLMATCH EXISTING GRADEDIRECTION OF FLOWTOP OF INLET/DRAINSLOT DRAINLOW POINTHIGH POINTTGTCBRTRBWTWMEGTISDLPHP900GRADING NOTESGRADING LEGEND898.50Page 49 of 81 coWMWMSSMHICVAT&T WVICVICVICVICVTFICVICVICVSSMHICV EVWVWMWMICVICVICVICVICVICVICVICVSSMHICVICVICVICVAT&TVAULTICVICVICVICVTFMGMGPlasticDrainPlasticDrainPARKVIEW DRIVE DIJ DIJ7'-10"R38'-0"R3'-0"R45'-0"R19'-0"R27'-0"R10'-0"R25'-6"R29'-8"6'-0"6'-0"R5'-0"32'-0"18' -0 "32'-0"8' -0 "8'-0"20' -0 " 42'-4"32' -0 "91120'-0"16' -0 "16' -0 "10' -0 "15' -0 "20'-0"6'-0"13'-3"12'-0"1111296666777833333329333031181834343432282526711CODEDESCRIPTION5" CONC. PAVING ON COMPACTED SUBGRADE PER DET. A2/LD500CONC. CONNECTION TO EX. CONC. PAVING PER DET. B4/LD500CONC. EDGING PER DET. XX/LD50XRAISED PLANTER PER DET. C1, C3/LD500BODY SLIDE RE: POOL LAYOUT SHEETSSAWN CONTROL JOINT PER DET. XX/LD50XDOWELED ISOLATION JOINT PER DET. XX/LD50XEXISTING POOL HOUSEEXISTING PUMP HOUSEEXISTING COMPETITION POOLEXISTING FABRIC SHADE STRUCTUREEXISTING RAISED PLANTER BEDEXISTING ORNAMENTAL FENCEEXISTING CONCRETE POOL DECK167818252627282930313233REFERENCE NOTES SCHEDULEParkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONA:\2024\42997.24\03_DSGN\01_DWG\060_LAND\06_SHEETS\LH100 PAVING & JOINTING PLAN.DWG, 6/18/2025 8:01:52 PM, avillalobos Trophy Club Community Pool Renovation Trophy Club, TXTown of Trophy Club1 Trophy Wood DriveTrophy Club, TX 7626242997.24-06/23/202590% CD Design ReviewTHIS DOCUMENT IS RELEASED ON 6/23/2025FOR THE PURPOSE OF INTERIM REVIEWUNDER THE AUTHORITY OF CAREY DODSON,R.L.A., TEXAS LICENSE #3577. IT IS NOT TO BEUSED FOR REGULATORY APPROVAL,CONSTRUCTION, BIDDING OR PERMITPURPOSES.PARKHILL, SMITH & COOPER, INC.Paving &Jointing PlanLH100NORTH040'20'EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.CONTROL POINT #1"X" CUT FND.N - 7125005.56E - 2549220.74ELEV. - 564.79CONTROL POINT #2"X" CUT FND.N - 7124814.87E - 2548561.04ELEV. - 579.68CONTROL POINT #3CoM GPS Mon. #43N - 7124848.88E - 2547677.32ELEV. - 586.46CONSTRUCTION NOTESEXAMINATION OF SITE WORKBEFORE SUBMITTING A BID, EACH BIDDER SHALL CAREFULLY EXAMINE THE SITE OF WORK. EACH BIDDER SHALLINFORM HIMSELF/HERSELF PRIOR TO BIDDING AS TO THE EXISTING CONDITIONS AND LIMITATIONS UNDER WHICH THEWORK IS TO BE PERFORMED, AND SHALL INCLUDE IN HIS/HER BID A SUM TO COVER ALL COSTS OF ALL ITEMSNECESSARY TO PERFORM THE WORK AS SET FORTH IN THE CONTRACT DOCUMENTS. NO ALLOWANCE WILL BE MADETO ANY BIDDER BECAUSE OF LACK OF SUCH EXAMINATION OR KNOWLEDGE. THE SUBMISSION OF A BID SHALL BECONSTRUED AS CONCLUSIVE EVIDENCE THAT THE BIDDER IS SUFFICIENTLY FAMILIAR WITH ALL RELEVANTCONDITIONS.CONCRETE FORMWORK AND REINFORCEMENTTHE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUM OF 48 HOURS PRIOR TO THE PLANNEDPLACEMENT OF CONCRETE. THE OWNER'S REPRESENTATIVE MUST HAVE OBSERVED AND APPROVED THEFORMWORK AND REINFORCEMENT PRIOR TO ANY PLACEMENT OF CONCRETECONCRETE FINISH AND SAW JOINTSTHE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON THE SITE SAMPLE PANELS OF PAVEMENT 4' X 4' IN SIZE FOREACH FINISH OF CONCRETE PAVEMENT. THE SURFACE FINISHES SHALL BE AS APPROVED BY THE OWNER'SREPRESENTATIVE. ANY CONCRETE PLACED WITH AN IMPROPER FINISH SHALL BE REMOVED AND REPLACED AT THECONTRACTOR'S EXPENSE. ALL SAW JOINTS SHALL BE SAWN WITHIN 24 HOURS OF CONCRETE PLACEMENT. ANYCONCRETE SAWN LATER THAN THIS WHICH, IN THE OPINION OF THE OWNER'S REPRESENTATIVE, HAS EXCESSIVESHRINKAGE CRACKS DUE TO NOT HAVING BEEN SAWN SOON ENOUGH, SHALL BE REMOVED AND REPLACED AT THECONTRACTOR'S EXPENSE.ALIGNMENT AND TANGENCY OF PAVEMENTSTHE EDGES OF ALL FINISHED PAVING SHALL BE STRAIGHT OR SMOOTH CURVES (AS DELINEATED ON THE PLANS) WITHNO INTERRUPTIONS SUCH AS CHORDS, WAVES, JOGS, OR MISSED TANGENTS. PAVEMENT WITH SUCH INTERRUPTIONSHALL BE REMOVED.TOWN STANDARDSALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN STANDARD SPECIFICATIONS, AND THESTANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.DIMENSIONSDIMENSIONS ARE TO BACKS OF CURBS, TO CENTERLINES OF FENCES, OR TO EDGES OF PAVEMENTS, UNLESSOTHERWISE INDICATED. WRITTEN AND NUMBERED DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS.ADJUSTMENTSIF THE CONTRACTOR BELIEVES IT IS NECESSARY TO MAKE AN ADJUSTMENT IN THE LAYOUT OR GRADE OF PROPOSEDIMPROVEMENTS, SUCH AN ADJUSTMENT SHALL BE PROPOSED TO THE OWNER'S REPRESENTATIVE. NO ADJUSTMENTWILL BE PERMITTED UNTIL IT HAS FIRST BEEN APPROVED BY THE OWNER'S REPRESENTATIVE.TURFGRASS PLANTINGTURFGRASS SHALL BE PLANTED AND ESTABLISHED, AS SPECIFIED, OVER ANY AREAS DISTURBED BY CONSTRUCTION.THE TURFGRASS LIIMITS SHOWN ON THE PLANTING PLAN ARE NOT ABSOLUTE. TURFGRASS PLANTING SHALL TAKEPLACE BEYOND THE LIMITS IF THE AREAS HAS BEEN DISTURBED BY CONSTRUCTION.CONCRETE TRAIL / SIDEWALK LAYOUTTHE CENTERLINE OF THE TRAIL/SIDEWALK SHALL BE STAKED IN THE FIELD BY THE CONTRACTOR FOLLOWING THEALIGNMENT SHOWN IN THE CONSTRUCTION DOCUMENTS. APPROVAL OF THE CENTERLINE STAKING BY THEOWNER/LANDSCAPE ARCHITECT IS REQUIRED PRIOR TO BEGINNING FORMWORK.PAVING & JOINTING LEGEND5" CONC. PAVING ON COMPACTED SUBGRADE PER DET. A2/LD500STRUCTURAL CONC. PAVING, RE: POOL SHEETSDOWELED ISOLATION JOINT PER DET. XX/LD50XSAWN CONTROL JOINT PER DET. XX/LD50XDIJPage 50 of 81 (81 sf) CANADIAN GRAVEL(94 sf) ROCKY MOUNTAIN COBBLE(372 sf) ROCKY MOUNTAIN COBBLE(344 sf) ROCKY MOUNTAIN COBBLE(643 sf) RIP RAP(643 sf) RIP RAP(67 sf) ROCKY MOUNTAIN COBBLE(429 sf) RIP RAP(4,221 sf) CELEBRATION BERMUDAGRASS(691 sf) RIP RAP(362 sf) ROCKY MOUNTAIN COBBLE(119 sf) ROCKY MOUNTAIN COBBLE(252 sf) CANADIAN GRAVEL(63 sf) ROCKY MOUNTAIN COBBLEcoWMWMSSMHICVAT&T WVICV SDSDICVICVICVTFICVICVICVSSMHICVEVWVWMWMICVICVSD S D SDSDS DSD ICVICVICVICVICVICVSSMHICVICVICVICVAT&TVAULTICVICVICVICVTFMGMGPlasticDrainSDPlasticDrainSDPARKVIEW DRIVE(16) 1'X1' BOULDER(4) BRAKELIGHTS RED YUCCA(1) 3'X3' BOULDER(3) 2'X2' BOULDER(4) 1'X1' BOULDER(1) 4'X4' BOULDER(3) NEW GOLD LANTANA(3) BRAKELIGHTS RED YUCCA(2) MEALY SAGE(2) MEXICAN FEATHER GRASS(4) STEMLESS FOUR-NERVE DAISY(4) 1'X1' BOULDER(2) WALKER'S LOW CATMINT(2) 2'X2' BOULDER(1) 3'X3' BOULDER(2) NEW GOLD LANTANA(2) 1'X1' BOULDER(2) 4'X4' BOULDER(2) BRAKELIGHTS RED YUCCA(3) STEMLESS FOUR-NERVE DAISY(1) MEALY SAGE(1) WALKER'S LOW CATMINT(1) 2'X2' BOULDER(4) BRAKELIGHTS RED YUCCA(4) 1'X1' BOULDER(1) 3'X3' BOULDER(3) 2'X2' BOULDER(2) NEW GOLD LANTANA(6) 1'X1' BOULDER(5) STEMLESS FOUR-NERVE DAISY(3) 2'X2' BOULDER(2) MEALY SAGE(1) 3'X3' BOULDER(6) 4'X4' BOULDER(8) 2'X2' BOULDER(4) 3'X3' BOULDER(4) MEALY SAGE(10) STEMLESS FOUR-NERVE DAISY(5) WALKER'S LOW CATMINT(4) MEXICAN FEATHER GRASS(3) WINDMILL PALM(1) WINDMILL PALM(1) WINDMILL PALM(4) BRAKELIGHTS RED YUCCA(2) MEALY SAGE(2) NEW GOLD LANTANA(3) MEXICAN FEATHER GRASS(1) WINDMILL PALM(1) WINDMILL PALM(1) WINDMILL PALM(2) MEALY SAGE(2) MEXICAN FEATHER GRASS(2) MEXICAN FEATHER GRASS(2) MEALY SAGE(1) WALKER'S LOW CATMINT(2) MEALY SAGE(1) BRAKELIGHTS RED YUCCA(1) NEW GOLD LANTANASYMBOLCODEQTYBOTANICAL / COMMON NAMECONTAINERGROUND COVERSCG445 SFCANADIAN GRAVEL SMALLCANADIAN GRAVEL#SP4DG2,044 SFRIP RAP SMALLRIP RAP#SP4RM1,421 SFROCKY MOUNTAIN COBBLE LARGEROCKY MOUNTAIN COBBLE--TURF GRASSCD4,221 SFCYNODON DACTYLON 'CELEBRATION'CELEBRATION BERMUDAGRASSSODSYMBOLCODEQTYBOTANICAL / COMMON NAMECONTAINERTREESTF8TRACHYCARPUS FORTUNEIWINDMILL PALMB & BSHRUBSHP18HESPERALOE PARVIFLORA 'PERPA'BRAKELIGHTS RED YUCCA1 GALLH12LANTANA X 'NEW GOLD'NEW GOLD LANTANA1 GALNT16NASSELLA TENUISSIMAMEXICAN FEATHER GRASS1 GALNW9NEPETA X 'WALKER'S LOW'WALKER'S LOW CATMINT1 GALSF17SALVIA FARINACEAMEALY SAGE1 GALTA22TETRANEURIS ACAULISSTEMLESS FOUR-NERVE DAISY1 GALBOULDERRK3361'X1' BOULDER1'X1' BOULDER-RK2212'X2' BOULDER2'X2' BOULDER-R483'X3' BOULDER3'X3' BOULDER-RK94'X4' BOULDER4'X4' BOULDER-PLANT SCHEDULEParkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONA:\2024\42997.24\03_DSGN\01_DWG\060_LAND\06_SHEETS\LP100 PLANTING PLAN.DWG, 6/23/2025 8:10:35 PM, avillalobos Trophy Club Community Pool Renovation Trophy Club, TXTown of Trophy Club1 Trophy Wood DriveTrophy Club, TX 7626242997.24-06/23/202590% CD Design ReviewTHIS DOCUMENT IS RELEASED ON 6/23/2025FOR THE PURPOSE OF INTERIM REVIEWUNDER THE AUTHORITY OF CAREY DODSON,R.L.A., TEXAS LICENSE #3577. IT IS NOT TO BEUSED FOR REGULATORY APPROVAL,CONSTRUCTION, BIDDING OR PERMITPURPOSES.PARKHILL, SMITH & COOPER, INC.PlantingPlanLP100NORTH040'20'EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.CONTROL POINT #1"X" CUT FND.N - 7125005.56E - 2549220.74ELEV. - 564.79CONTROL POINT #2"X" CUT FND.N - 7124814.87E - 2548561.04ELEV. - 579.68CONTROL POINT #3CoM GPS Mon. #43N - 7124848.88E - 2547677.32ELEV. - 586.46PLANTING GENERAL NOTES:1.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE TOWN OF TROPHY CLUB STANDARDS.2.THE LANDSCAPE CONTRACTOR SHALL REFER TO THE CONTRACT AND SPECIFICATIONS FOR REQUIREMENTS NOT LISTED HEREIN.3.THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING WORK.4.THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING PLAN SHOWN ON ALLDRAWINGS. PLANT COUNTS AND SQUARE FOOTAGES ARE PROVIDED AS A COURTESY ONLY.5.ALL PLANT MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT AMERICAN STANDARD FOR NURSERYSTOCK, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN OR EQUIVALENT.6.IN THE CASE OF A DISCREPANCY BETWEEN THE CONTAINER SIZE CALLED OUT IN PLANT LIST AND THE CALIPER / HEIGHT / SPREAD OFPLANT MATERIAL. THE SPECIFIED PLANT MATERIAL MUST MEET THE CALIPER / HEIGHT / SPREAD REQUIREMENTS SPECIFIED, EVEN IF ALARGER CONTAINER SIZE IS REQUIRED TO MEET THESE SPECIFICATIONS AT NO ADDITIONAL COST TO THE OWNER.7.ALL PLANTS TO BE GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT IS ROOT BOUND.8.WITH CONTAINER GROWN STOCK, THE CONTAINER SHALL BE REMOVED AND THE PLANT BALL SHALL BE CUT THROUGH THE SURFACEIN TWO VERTICAL LOCATIONS.9.LANDSCAPE CONTRACTOR SHALL LOCATE THE SOURCE OF AND SELECT ALL PLANTS FOR APPROVAL BY THE PROJECT LANDSCAPEARCHITECT.10.ALL PLANTS TAGGED AS APPROVED AT NURSERY OR SUPPLIER SHALL BEAR THE SAME TAG WHEN DELIVERED ON SITE.11.THE RIGHT TO REJECT PLANT MATERIALS DELIVERED TO THE SITE THAT DO NOT BEAR APPROVAL TAGS IS RESERVED BY THE PROJECTLANDSCAPE ARCHITECT.12.IN AREAS WHERE PAVING SUBGRADES AND BUILDING PADS EXTEND INTO PLANT BED AREAS, 6 INCH HOLES SHALL BE DRILLED EVERY 3FEET AND FILLED WITH 1 INCH DIAMETER GRAVEL TO PROVIDE PERCOLATION AND DRAINAGE FOR THE PLANTING BED. HOLES SHALL BEDRILLED THROUGH IMPROVED SUBGRADES INTO EXISTING SITE SOILS BUT NO DEEPER THAN FOUR FEET.13.ALL PLANTING BEDS TO BE PREPARED AS PER DETAILS AND SPECIFICATIONS.14.ALL FINAL PLANTING BED GRADES IN AREAS WHERE ORGANIC AND/OR INORGANIC MULCH IS BEING APPLIED SHOULD BE 3 INCHESBELOW ADJACENT HARD SURFACES.15.NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING IS COMPLETE AND APPROVED BY THE PROJECT LANDSCAPEARCHITECT.16.ALL PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS THE PLANT'S ORIGINAL GRADE BEFORE DIGGING OR ASESTABLISHED IN CONTAINER.17.ALL PLANTS SHALL BE INSTALLED AS PER DETAILS.18.ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24-HOUR PERIOD AFTER PLANTING. ALL PLANTS SHALL THENBE WATERED WEEKLY OR MORE OFTEN AS NEEDED DURING THE FIRST GROWING SEASON.19.ALL PLANTING BEDS TO RECEIVE ORGANIC AND/OR INORGANIC MULCH MATERIALS AS NOTED ON PLANS.20.THE DAY PRIOR TO PLANTING, THE LOCATION OF ALL TREES AND SHRUBS SHALL BE STAKED FOR APPROVAL BY THE LANDSCAPEARCHITECT.21.THE CONTRACTOR SHALL PRUNE ALL BRANCHES 80 INCHES ABOVE FINISH GRADE ON ALL DECIDUOUS SHADE TREES 12 FEET ORTALLER, AS DIRECTED BY LANDSCAPE ARCHITECT OR CITY ARBORIST.22.AREAS TO BE FILLED WITH INORGANIC MULCHES WITH A DIAMETER LESS THAN 1/4 INCH IN SIZE SHALL BE COMPACTED TO 85%PROCTOR DENSITY BEFORE MULCH IS PLACED.23.THE SITE SHALL BE FINE GRADED PRIOR TO ANY PLANT INSTALLATION. ANY AREAS DISTURBED BY PLANTING SHALL BE REGRADED ANDSMOOTHED PRIOR TO GRASS PLANTING.24.SOD SHALL BE USED AROUND DRAIN INLETS (5' BUFFER) AND IN AREAS WHERE THE SLOPE EXCEEDS 20% (1:5) UNLESS THE AREA IS APLANTING BED.25.CONTRACTOR SHALL ESTABLISH TURFGRASS ON ALL AREAS DISTURBED BY CONSTRUCTION AS SPECIFIED.Page 51 of 81 Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONA:\2024\42997.24\03_DSGN\01_DWG\060_LAND\06_SHEETS\LP500 PLANT MATERIALS.DWG, 6/23/2025 1:39:57 PM, avillalobos Trophy Club Community Pool Renovation Trophy Club, TXTown of Trophy Club1 Trophy Wood DriveTrophy Club, TX 7626242997.24-06/23/202590% CD Design ReviewTHIS DOCUMENT IS RELEASED ON 6/23/2025FOR THE PURPOSE OF INTERIM REVIEWUNDER THE AUTHORITY OF CAREY DODSON,R.L.A., TEXAS LICENSE #3577. IT IS NOT TO BEUSED FOR REGULATORY APPROVAL,CONSTRUCTION, BIDDING OR PERMITPURPOSES.PARKHILL, SMITH & COOPER, INC.PlantMaterialsLP500C2SANDSTONE BOULDERBOULDERA5BRAKELIGHTS RED YUCCAPERENNIALB3WINDMILL PALMPERENNIALA3WALKER'S LOW CATMINTPERENNIALA1CELEBRATION BERMUDAGRASSGROUNDCOVERB1FOUR NERVE DAISYPERENNIALA4NEW GOLD LANTANAPERENNIALB2MEALY BLUE SAGEORNAMENTAL GRASSA2MEXICAN FEATHER GRASSORNAMENTAL GRASSC1COBBLESTONE RIVER ROCKROCK MULCHB4RIP RAPROCK MULCHB5CANADIAN GRAVELROCK MULCHPage 52 of 81 Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONA:\2024\42997.24\03_DSGN\01_DWG\060_LAND\06_SHEETS\LP501 PLANTING DETAILS.DWG, 5/12/2025 10:09:00 PM, avillalobos Trophy Club Community Pool Renovation Trophy Club, TXTown of Trophy Club1 Trophy Wood DriveTrophy Club, TX 7626242997.24-06/23/202590% CD Design ReviewTHIS DOCUMENT IS RELEASED ON 6/23/2025FOR THE PURPOSE OF INTERIM REVIEWUNDER THE AUTHORITY OF CAREY DODSON,R.L.A., TEXAS LICENSE #3577. IT IS NOT TO BEUSED FOR REGULATORY APPROVAL,CONSTRUCTION, BIDDING OR PERMITPURPOSES.PARKHILL, SMITH & COOPER, INC.PlantingDetailsLP501ROOTBALL (TYP.)PREPARED SOILAS SPEC'D.3" PECAN SHELL MULCHAS SPEC'D.VARIESREF. PLANTLEGEND12' MIN.C3ORNAMENTAL GRASS PLANTING1"=1'-0"L_ORNAMENTAL_GRASS_PLANTINGMIN. 1" COMPOSTAS SPEC'DNOTE:ALL PLANT BEDS SHALLBE EXCAVATED TOSUBGRADE ELEVAND BACKFILLED w/SPECIFIED SOIL MIXC1PLANT SPACING DIAGRAMNOT TO SCALEL_PLANT_SPACINGON CENTERSPACINGMINIMUM SETBACK,1/2 SPACING FOR ALLSPECIFIED PLANTMATERIALREFERENCE PLANS FOREDGE CONDITIONALL PLANT MATERIAL TO BETRIANGULARLY SPACED,REFERENCE PLANT LISTFOR ON CENTER SPACINGON CENTERSPACINGON CENTERSPACINGCLCLCLCLCLCLC2GROUNDCOVER PLANTING1"=1'-0"L_PLANTING_GROUNDCOVERVARIESREF PLANT LEGEND12"PREPARED SOILAS SPEC'D3" ROCK MULCH AS SPEC'D,AFTER SETTLINGMIN 1" COMPOST AS SPEC'DROOTBALL ( TYP )SCARIFY SUBSOILNOTES:1.APPLY PRE-EMERGENT HERBICIDE AS SPEC'D.2.SMALL ROOTS ( 1/4'' OR LESS ) THAT GROW AROUND, UP, OR DOWN THE ROOT BALL PERIPHERYARE CONSIDERED A NORMAL CONDITION IN CONTAINER PRODUCTION AND ARE ACCEPTABLE;HOWEVER, THEY SHOULD BE ELIMINATED AT THE TIME OF PLANTING. ROOTS ON THE PERIPHERYCAN BE REMOVED AT THE TIME OF PLANTING. ( SEE ROOT BALL SHAVING CONTAINER DETAIL )3.PLANT ID TAG TO REMAIN4.ON EACH PLANT UNTIL INSPECTED BY LANDSCAPE ARCHITECT. TO BE REMOVED AFTERSUBSTANTIAL COMPLETION ACCEPTANCE5.CONTAINER TO BE TOTALLY REMOVED ON CONTAINER-GROWN STOCK. REMOVE ANY WRAPPINGS,TWINE, WIRES, ETC.6.BACKFILL TO BE TAMPED AND WATER SETTLED TO REMOVE ALL POCKETS OF AIR. TOP OF PLANTROOT BALL TO BE FLUSH WITH ADJACENT FINISH GRADE.ROOTBALL (TYP.)PREPARED SOIL ASSPEC'D.3" PECAN SHELL MULCHAS SPEC'D.VARIESREF. PLANTLEGEND12'' MIN.C4SHRUB PLANTING1"=1'-0"L_PLANTING_SHRUBMIN. 1" COMPOSTAS SPEC'DPREPARED SOIL ASSPEC'D.NOTE:ALL PLANT BEDS SHALLBE EXCAVATED TOSUBGRADE ELEVAND BACKFILLED w/SPECIFIED SOIL MIX6"A1MULTI-TRUNK TREE PLANTING 1/2"=1'-0"L_PLANTING_TREE_MULTITRUNK 2PLAN VIEWEXPOSED COVERED ROOT FLARE* AFTER PLANTING, PRUNE ONLY CROSSINGBRANCHES, BROKEN BRANCHES, DEADBRANCHES AND/OR BRANCHES THAT POSEA HAZARD TO PARK USERS/PEDESTRIANSOR CLEARANCE OBSTRUCTIONS AT PARKINGAND ALONG ROADWAYS.NOTES: 1. TOP OF ROOT BALL SHALL BE TWO-INCHES (2") ABOVEFINISHED GRADE. ROOT FLARE MUST BE VISIBLEAFTER PLANTING AND MULCHING. 2. DO NOT CONSTRUCT A WATER BASIN AROUND THEPLANTING PIT. 3. DO NOT PILE MULCH AROUND THE TREE TRUNK. 4. ROOT BOUND TREES WILL NOT BE ACCEPTED. 5. TREES PLANTED TOO LOW, OR WITH THE ROOT FLARECOVERED, WILL NOT BE ACCEPTED. 6. MINIMUM STAKE QTY IS (3) - THEN - ADD (1) STAKE PERCALIPER INCH GREATER THAN 3". 7. REFERENCE PLANS AND PROJECT MANUAL FORSPECIFICATIONS DEFINING SIZE, TYPE, QUALITY, ETC.1/2 ROOT BALL WIDTH (MINIMUM)TREE MUST BE PLANTED SUCH THAT THEROOT FLARE IS VISIBLE AT THE TOP OFTHE ROOT BALL. TREES WHERE THE ROOTFLARE IS NOT VISIBLE WILL BE REJECTED.3" SHREDDED HARDWOOD MULCH INTURF AREAS AND 3" DECOMPOSEDGRANITE MULCH IN PLANTING BEDS.MULCH SHALL NOT BE PILED AROUNDTRUNK, ROOT FLARE SHALL BEVISIBLE.BACKFILL PLANTING PIT WITH NATIVE SOIL ANDAMENDMENT AS SPEC'D. MIX SOIL THOROUGHLYPRIOR TO BACKFILLING. SATURATE WITH WATERTO ELIMINATE VOIDS AND ENSURE FULL CONTACTWITH ROOT BALL.SCARIFY BOTTOM AND SIDES OF PLANTING PIT.TREE CALIPER FORMULTI-TRUNK TREE TOREFER TO ANSI-Z60.1SEE NOTESCUT AWAY AND REMOVE ALL GALVANIZED WIREBASKET, TWINE, ROPE AND BURLAP FROM THETOP TWO-THIRDS OF THE ROOT BALL BEFOREBACKFILLING THE PLANTING PIT. ALL TWINE,ROPE AND BURLAP MUST BE BIODEGRADABLE.ROOT BALL TO BE PLACED ON UNDISTURBED SOIL. IFTHE PLANTING PIT IS OVER-EXCAVATED, ADD FILL TOACHIEVE THE PROPER PLANTING DEPTH AND TAMPTHE SOIL TO COMPACT PRIOR TO PLANTING.UNDISTURBED SOIL1" COMPOST, AS SPEC'D.BIODEGRADABLE STAKES BY ARBORSTAKES ORAPPROVED EQUAL, PROVIDE AND INSTALL THEAPPROPRIATE SIZE & QTY STAKE AS RECOMMENDEDBY THE MANUFACTURER. CONTACT 214-810-6678INCORRECT SOIL LEVEL (REMOVESOIL TO PROPER LEVEL WITHAN AIR SPADE TAKING CARENOT TO DAMAGE ROOTS)ROOT FLAREPROPER SOIL LEVELROOT BALLTREEPLANTING PITBIODEGRADABLELOCK BYARBORSTAKES, QTYBASED ON CALIPERSIZE. SEE NOTE #6TYPICAL TREE CALIPER MEASUREMENTS (ANSI-Z60.1)TREE TYPETREE CALIPER SPECIFIEDMETHOD OF CALIPER MEASUREMENTDISTANCE (D)MULTI-TRUNKLESS THAN 4-1/2"CALIPER OF 1/2 OF 3 LARGEST TRUNKS AT (D)ABOVE GROUND (ANSI-Z60.1 METHOD C)0'-6"MULTI-TRUNK4-1/2" AND LARGERCALIPER = 1/2 OF 3 LARGEST TRUNKS AT (D)ABOVE GROUND (ANSI-Z60.1 METHOD C)1'-0"NOTE:UPON COMPLETION OF ROUGH GRADINGTHE CONTRACTOR SHALL DIG TEST TREEPITS ACROSS THE SITE. THE TEST PITSWILL BE FILLED WITH WATER ANDOBSERVED FOR DRAINAGE. IF THE PITHOLDS WATER FOR GREATER THAN 24HOURS THE TREE LOCATIONS AND/ORSPECIES WILL BE REVISED.BACKFILL PLANTING PIT WITH NATIVE SOIL ANDSPECIFIED AMENDMENTS;MIX SOIL THOROUGHLY PRIOR TO BACKFILLING.SATURATE WITH WATER TO ELIMINATE VOIDS ANDENSURE FULL CONTACT WITH ROOT BALL.SCARIFY BOTTOM AND SIDES OF PLANTINGPIT.TREE CALIPER MEASURED ABOVE TOP OFROOT BALL (6" FOR TREES LESS OREQUAL TO 4" CALIPER AND 12" FOR TREESGREATER THAN 4" CALIPER).SEE NOTE #2.ROOT BALL TO BE PLACED ON UNDISTURBED SOIL. IFTHE PLANTING PIT IS OVER-EXCAVATED, ADD FILL TOACHIEVE THE PROPER PLANTING DEPTH OF 2" LESSTHAN THE DEPTH OF ROOTBALL AND TAMP THESOIL TO COMPACT PRIOR TO PLANTING.1" COMPOST, AS SPEC'D.1/2 ROOT BALL WIDTH (MINIMUM)TREE MUST BE PLANTED SUCH THAT THEROOT FLARE IS VISIBLE AT THE TOP OFTHE ROOT BALL. TREES WHERE THE ROOTFLARE IS NOT VISIBLE WILL BE REJECTED.CLARK'S TREE WRAP AS SPEC'D, OR APPROVEDEQUAL, SEE NOTE #7 FOR MORE INFORMATION.3" PECAN SHELL MULCH. MULCH SHALLNOT BE PILED AROUND TRUNK, ROOTFLARE SHALL BE VISIBLE.BIODEGRADABLE STAKES BY ARBORSTAKES,PROVIDE AND INSTALL THE APPROPRIATE SIZE& QTY SAFETY STAKE AS RECOMMENDED BYTHE MANUFACTURER. CONTACT 214-810-6678UNDISTURBED SOILINCORRECT SOIL LEVEL (REMOVESOIL TO PROPER LEVEL WITHAN AIR SPADE TAKING CARENOT TO DAMAGE ROOTS)ROOT FLAREPROPER SOIL LEVELROOT BALLTREE PLANTING PITBIODEGRADABLELOCK BYARBORSTAKES. QTYBASED ON CALIPERSIZE. SEE NOTE #9A3TREE PLANTING AND STAKING1/2"=1'-0"L_PLANTING_TREE_STANDARD* AFTER PLANTING, PRUNE ONLY CROSSINGBRANCHES, BROKEN BRANCHES, DEADBRANCHES AND/OR BRANCHES THAT POSEA HAZARD TO PARK USERS/PEDESTRIANSOR CLEARANCE OBSTRUCTIONS AT PARKINGAND ALONG ROADWAYS.NOTES: 1. UPON COMPLETION OF ROUGH GRADING, CONTRACTOR SHALL DIG TEST TREEPITS ACROSS THE SITE. THE TEST PITS SHALL BE FILLED WITH WATER ANDOBSERVED FOR DRAINAGE. IF THE PIT HOLDS WATER FOR GREATER THAN 24HOURS, THEN A DECISION WILL BE MADE TO EITHER PROVIDE A GRAVEL SUMPAT THE TREE PIT OR TO RELOCATE THE TREE. 2.TOP OF ROOT BALL SHALL BE TWO-INCHES (2") ABOVE FINISHED GRADE. ROOTFLARE MUST BE VISIBLE AFTER PLANTING AND MULCHING. 3. DO NOT CONSTRUCT A WATER BASIN AROUND THE PLANTING PIT. 4. DO NOT PILE MULCH AROUND THE TREE TRUNK. 5. ROOT BOUND TREES WILL NOT BE ACCEPTED. 6. TREES PLANTED TOO LOW, OR WITH THE ROOT FLARE COVERED, WILL NOT BEACCEPTED. 7. APPLY TREE WRAPPING MATERIAL ON SMOOTH BARKED TREES (i.e. MAPLES &RED OAK) INSTALLED DURING THE SPRING SEASON. WRAP TRUNK FROMGUYING STRAPS TO THE ROOT BALL. USE A WATERPROOF TAPE OR ADHESIVETO AFFIX THE PRODUCT TO ITSELF. TREE WRAP IS TO BE REMOVED BY THECONTRACTOR AT THE END OF OCTOBER THAT SAME YEAR. 8. TREE WRAP SHALL BE CLARK'S TREE WRAP BY WALTER E. CLARK & SON, INC.,(203) 795-1235, OR APPROVED EQUAL. 9. MINIMUM STAKE QUANTITY IS (3) - THEN - ADD (1) STAKE PER CALIPER INCHGREATER THAN 3".10. REFERENCE PLANS AND PROJECT MANUAL FOR SPECIFICATIONS DEFININGTREE SIZE, TYPE, QUALITY, ETC.11. CONTRACTOR SHALL PRUNE ALL BRANCHES TO 80-INCHES ABOVE FINISHGRADE ON ALL DECIDUOUS TREES THAT ARE 12FT OR TALLER. TREES TO BESELECTED WITH THIS IN MIND.6"EXPOSED COVERED ROOT FLAREPLAN VIEWCUT AWAY AND REMOVE ALL GALVANIZED WIRE BASKET,TWINE, ROPE AND BURLAP FROM THE TOP TWO-THIRDSOF THE ROOT BALL BEFORE BACKFILLING THE PLANTINGPIT. ALL TWINE, ROPE AND BURLAP MUST BEBIODEGRADABLE.Page 53 of 81 Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONA:\2024\42997.24\03_DSGN\01_DWG\060_LAND\06_SHEETS\LP502 PLANTING DETAILS.DWG, 5/12/2025 10:25:21 PM, avillalobos Trophy Club Community Pool Renovation Trophy Club, TXTown of Trophy Club1 Trophy Wood DriveTrophy Club, TX 7626242997.24-06/23/202590% CD Design ReviewTHIS DOCUMENT IS RELEASED ON 6/23/2025FOR THE PURPOSE OF INTERIM REVIEWUNDER THE AUTHORITY OF CAREY DODSON,R.L.A., TEXAS LICENSE #3577. IT IS NOT TO BEUSED FOR REGULATORY APPROVAL,CONSTRUCTION, BIDDING OR PERMITPURPOSES.PARKHILL, SMITH & COOPER, INC.PlantingDetailsLP502C3ROOT BALL SHAVING CONTAINER DETAIL3"=1'-0"L_ROOT_BALL_SHAV_CONTNOTES:1.SHAVING TO BE CONDUCTED USING A SHARP BLADE OR HAND SAW ELIMINATING NO MORE THAN NEEDED TOREMOVE ALL ROOTS ON THE PERIPHERY OF ROOT BALL.2.SHAVING CAN BE PERFORMED JUST PRIOR TO PLANTING OR AFTER PLACING IN THE HOLE.SHAVING COMPLETESHAVING PROCESSBEFORE SHAVING2"Max.SHAVE ROOT BALL HERETO REMOVE ALL ROOTSGROWING IN PERIPHERYROOT TIPS EXPOSED ATPERIPHERY OF ROOT BALL.ALL ROOTS GROWINGAROUND PERIPHERY AREREMOVEDSHAVE OUTER PERIPHERY OFTHE ROOT BALL AMAXIMUM OF 2'' THICKC4CROWN OBSERVATIONS - HIGH BRANCHED1/4"=1'-0"L_TREE_CROWN_ OB_HIGH_BRANCHASPECT RATIOIS LESSIS THAT 0.66ACCEPTABLEREJECTABLEASPECT RATIOIS GREATERTHAN 0.66NOTES:1.ASPECT RATIO SHALL BE LESS THAN 0.66 ON ALL BRANCH UNIONS. ASPECT RATIO ISTHE DIAMETER OF BRANCH (B) DIVIDED BY THE DIAMETER OF THE TRUNK (A) ASMEASURED 1'' ABOVE THE TOP OF THE BRANCH UNION.2.ANY TREE NOT MEETING THE CROWN OBSERVATIONS DETAIL MAY BE REJECTED.ASPECT RATIO OF B:A LESSTHAN 0.66 AS MEASURED 1''ABOVE THE TOP OF THEBRANCH UNIONEXAMPLEABASPECTRATIO2.50"1.80"0.722.0"2.0"1.02.50"2.0"0.804.0"3.0"0.75AEXAMPLEABASPECTRATIO1.50"0.50"0.332.50"0.90"0.362.0"1.00"0.502.50"1.60"0.64BAAABBABBBBASPECT RATIO OF B:A GREATER THAN OREQUAL TO 0.66 AS MEASURED 1'' ABOVETHE TOP OF THE BRANCH UNIONONE CENTRALLEADER( NO CODOMINANTLEADERS )MULTIPLELEADERS( SEVERALCODOMINANTLEADERS )A1CROWN OBSERVATIONS - LOW BRANCHED1/4"=1'-0"L_TREE_CROWN_OB_LOW_BRANCHASPECT RATIO OF B:A LESSTHAN 0.66 AS MEASURED 1''ABOVE THE TOP OF THEBRANCH UNIONEXAMPLEABASPECTRATIO2.50"1.80"0.722.0"2.0"1.02.50"2.0"0.804.0"3.0"0.75AEXAMPLEABASPECTRATIO1.50"0.50"0.332.50"0.90"0.362.0"1.00"0.502.50"1.60"0.64BAAABBABBBBASPECT RATIOIS LESSIS THAT 0.66ASPECT RATIOIS GREATERTHAN 0.66ASPECT RATIO OF B:A GREATERTHAN OR EQUAL TO 0.66NOTES:1.ASPECT RATIO SHALL BE LESS THAN 0.66 ON ALL BRANCH UNIONS. ASPECT RATIO ISTHE DIAMETER OF BRANCH (B) DIVIDED BY THE DIAMETER OF THE TRUNK (A) ASMEASURED 1'' ABOVE THE TOP OF THE BRANCH UNION.2.ANY TREE NOT MEETING THE CROWN OBSERVATIONS DETAIL MAY BE REJECTED.ONE CENTRALLEADER( NOCODOMINANTLEADERS )MULTIPLE LEADERS( SEVERALCODOMINANTLEADERS )ACCEPTABLEREJECTABLEA2CROWN OBSERVATION DETAIL - MULTI1/4"=1'-0"L_TREE_CROWN_OB_MULTIASPECT RATIO OF B:A LESSTHAN 0.66 AS MEASURED 1''ABOVE THE TOP OF THEBRANCH UNIONEXAMPLEABASPECTRATIO2.50"1.80"0.722.0"2.0"1.02.50"2.0"0.804.0"3.0"0.75AEXAMPLEABASPECTRATIO1.50"0.50"0.332.50"0.90"0.362.0"1.00"0.502.50"1.60"0.64BAAABBABBBBASPECT RATIOIS LESSIS THAT 0.66ASPECT RATIOIS GREATERTHAN 0.66ASPECT RATIO OF B:A GREATER THAN OREQUAL TO 0.66 AS MEASURED 1'' ABOVETHE TOP OF THE BRANCH UNIONNOTES:1.ASPECT RATIO SHALL BE LESS THAN 0.66 ON ALL BRANCH UNIONS. ASPECT RATIO ISTHE DIAMETER OF BRANCH (B) DIVIDED BY THE DIAMETER OF THE TRUNK (A) ASMEASURED 1'' ABOVE THE TOP OF THE BRANCH UNION.2.ANY TREE NOT MEETING THE CROWN OBSERVATIONS DETAIL MAY BE REJECTED.ACCEPTABLEREJECTABLEA4ROOT OBSERVATION DETAIL - CONTAINER1"=1'-0"L_TREE_ROOT_OB_CONTAINER2"ONLY ABSORBING ROOTS REACH THEPERIPHERY NEAR THE TOP OF THE ROOTBALL. STRUCTURAL ROOTS MOSTLYWRAP OR ARE DEFLECTED ON THEROOT BALL INTERIOR.STRUCTURAL ROOTS CIRCLE INTERIOROF ROOT BALL. NO STRUCTURALROOTS ARE HORIZ AND REACH THEROOT BALL PERIPHERY NEAR THE TOPOF THE ROOT BALLROOTSGROWINGTANGENTTO TRUNKSTRUCTURALROOTSABSORBINGROOTSSTRUCTURAL ROOTS DESCEND INTOROOT BALL INTERIOR. NOTSTRUCTURAL ROOTS ARE HORIZ ANDREACH THE ROOT BALL PERIPHERYNEAR THE TOP OF THE ROOT BALL.STRUCTURAL ROOTS CIRCLE AND DONOT RADIATE FROM THE TRUNK.STRUCTURAL ROOTS PRIMARILY GROWTO ONE SIDE.STRUCTURAL ROOTS MISSING FROMONE SIDE, AND/OR GROW TANGENT TOTRUNK.ROOTS RADIATE FROM TRUNK AND REACH SIDE OFROOT BALL WITHOUT DEFLECTING DOWN OR AROUND.STRUCTURALROOTROOTCOLLARTOP OFROOT BALLPOINT WHERETOP-MOSTROOT EMERGESFROM TRUNKTHE POINT WHERE TOP-MOST ROOT(S) EMERGES FROM THETRUNK ( ROOT COLLAR ) SHOULD BE WITHIN THE TOP 2'' OFSUBSTRATE. THE ROOT COLLAR AND THE ROOT BALLINTERIOR SHOULD BE FREE OF DEFECTS INCLUDINGCIRCLING, KINKED, ASCENDING AND STEM GIRDLING ROOTS.STRUCTURAL ROOTS SHALL REACH THE PERIPHERY NEARTHE TOP OF THE ROOT BALL.ROOT BALLPERIPHERYACCEPTABLEREJECTABLENOTES:1.OBSERVATIONS OF ROOTS SHALL OCCUR PRIOR TO ACCEPTANCE. ROOTS AND SUBSTRATE MAY BE REMOVED DURING THEOBSERVATION PROCESS; SUBSTRATE/SOIL SHALL BE REPLACED AFTER OBSERVATION HAS BEEN COMPLETED.2.SMALL ROOTS (1/4" OR LESS) THAT GROW AROUND, UP, OR DOWN THE ROOT BALL PERIPHERY ARE CONSIDERED A NORMALCONDITION IN CONTAINER PRODUCTION AND ARE ACCEPTABLE HOWEVER THEY SHOULD BE ELIMINATED AT THE TIME OF PLANTING.ROOTS ON THE PERIPHERY CAN BE REMOVED AT THE TIME OF PLANTING. ( SEE ROOT BALL SHAVING CONTAINER DETAIL ).3.SEE SPECIFICATIONS FOR OBSERVATION PROCESS AND REQUIREMENTS.THE POINT WHERE THE TOP MOSTROOT EMERGES FROM THE TRUNK42" TO 48" Ø30" TO 42" Ø18" TO 30" Ø12" TO 18" Ø3" PECANSHELL MULCHBOULDERS TO BE APPROVEDBY LANDSCAPE ARCHITECTPRIOR TO INSTALLATIONFINISH GRADE1/3 OF BOULDER TO RESTBELOW GRADE ONCOMPACTED SUBGRADEC1LANDSCAPE BOULDERSCALE: 1/2" = 1'-0"L_BLDRABCDBOULDERBOULDER SCHEDULESIZED1METAL LANDSCAPE EDGING1"=1'-0"L_PLANTING_LAND_EDGE_LAWNMETAL EDGING, AS SPEC'DINSTALL STAKING PERMANUFACTURER'S DIRECTIONSOR AS NOTED OTHERWISESPECIFIED SOIL BACKFILLMIX CONDITION VARIES3'' LAYER OFSPEC'D MULCHSUBGRADECOMPACT SOILADJACENT TOEDGINGNOTES:·TOP OF EDGING SHOULD BE FLUSH WITH TOP OF PAVING/HARDSCAPE WHERE IT CONNECTS PERPENDICULAR.·EDGING SHOULD NOT RUN ALONGSIDE HARDSCAPE.·EDGING SHOULD BE PLACED ON TURF SIDE WITH STAKES ON MULCH SIDE.12''MINC2TYPICAL PLANT BED SECTION1"=1'-0"L_TYP_PLANT_BED_SECTOP OF PREPARED SOILTOP OF GRADE (MULCH)RE: GRADING PLAN1'3'TOP OF COMPOSTPage 54 of 81 Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONA:\2024\42997.24\03_DSGN\01_DWG\060_LAND\06_SHEETS\LD500 SITE DETAILS.DWG, 6/23/2025 1:43:23 PM, avillalobos Trophy Club Community Pool Renovation Trophy Club, TXTown of Trophy Club1 Trophy Wood DriveTrophy Club, TX 7626242997.24-06/23/202590% CD Design ReviewTHIS DOCUMENT IS RELEASED ON 6/23/2025FOR THE PURPOSE OF INTERIM REVIEWUNDER THE AUTHORITY OF CAREY DODSON,R.L.A., TEXAS LICENSE #3577. IT IS NOT TO BEUSED FOR REGULATORY APPROVAL,CONSTRUCTION, BIDDING OR PERMITPURPOSES.PARKHILL, SMITH & COOPER, INC.SiteDetailsLD500A43" = 1'-0"L_DEC-GRN-SURFDECOMPOSED GRANITE SURFACING5" CONC. PAVING/CONC.EDGING2" STABILIZED DECOMPOSEDGRANITE AS SPEC'D4" CRUSHED STONEAS SPEC'DCOMPACTED SUBGRADEFILTER FABRIC SPEC'D.NOTE: REFER TO CONSTRUCTION LAYOUTAND PAVING PLANS FOR THICKNESS LOCATIONSA25" PEDESTRIAN CONCRETE PAVING1 1/2''=1'-0''PVMT_CONC_5IN_PEDESTRIAN_PAVINGDRY BRUSH FINISH CONC. PAVINGVARIES SEE PLAN1/8" W. x 1 1/2" DEEP, 10' O.C. UNLESS OTHERWISESHOWN ON PLANS1/2" R. ON ALL EDGES(TYP.)FINISH GRADE#3 BARS @ 18"O.C.E.W.COMPACTED SUBGRADEAS SEPC'D.5" OR 6"1"(TYP.)3"CLR.B4CONNECTION TO EXISTING CONCRETE1"=1'-0"PVMT_CONC_SDWALK_CONNEXISTING SIDEWALK5/8'' EXPANSIONJOINT W/ 1/2'' JOINTSEALER ABOVESIDEWALK REINF5'' & 6'' CONCSIDEWALK#3 BARS @ 18'' O C E W12''LAP12''12''3"5"COMPACTED SUBGRADEAS SPEC'D#4 BARS CONT1/2" R EDGE(TYP)FINISH GRADEMED BROOMFINISH CONC12''REF PLANS9"1"TOP OF MULCH3"A112" CONCRETE LANDSCAPE EDGE1 1/2'' = 1'-0"PVMT_CONC_MOWSTRIP_LANDSCAPE_EDGENOTE:·MOWSTRIP TO BE DOWELED INTO EDGE OF CONC PAVING·CONTROL JOINTS TO BE 1/8'' WIDE X 1 3/4'' DEEP, SPACED 5' OC·DOWELED EXPANSION JOINTS TO BE 51' OC, AND AT ENDS.DOWELED EXPANSION JOINTS TO BE 12'' L W/ #4 SMOOTH BARDOWEL, CAP AND LUBE ONE END. JOINT IS TO BE 1/2''PREMOLDED FIBER EXPANSION JOINT MATERIAL WITH 1'' JOINTSEALER ABOVE.·CONTRACTOR SHALL STAKE LAYOUT OF EDGING FORAPPROVAL BY ARCHITECT / ENGINEERDRY BRUSH FINISHB1THICKENED CONCRETE EDGE3/4"=1'-0"PVMT_CONC_THICKENED_EDGESAWN CONTROL JOINT 1/8'' W x 1 1/2'' DEEP FOR5'' PAVING OR 1/8'' W x 2'' DEEP PAVING 10' OCUNLESS OTHERWISE NOTED1/2'' R ROUNDEDCORNERS (TYP)FINISHGRADE'B' BARS @18'' OC BOTHWAYS (TIED)(2) 'B' CONT (TYP)AS SPEC'DSUBGRADE VARIES PERTHICKNESS AND LOCATIONPER PLAN SHEETSNOTE:EDGES OF CONCRETEPAVING TO BE THICKENEDAS SHOWN ON PLANS.REINFORCING SCHEDULEPAVING THICKNESS ('A')REBAR SIZE ('B')#3#45"6"1'-4"6"1"1'-0"3"MIN.3"CLR.'A'COMPACTEDSUBGRADEB3WALK & PLAZA EXPANSION JOINT1"=1'-0"PVMT_CONC_WALK_PLAZA_EXP_JOINTDOWELED EXP JOINT;1/2'' EXPANSION JT MATERIALW/ 1'' JOINT SEALER ABOVE,DOWELS TO BE 18''L x #4SMOOTH BARS, SUPPORTEDON DOWEL BASKETS 18'' O.C.CAP & LUBE ONE ENDFINISH GRADE#3 BARS @18'' O C E WNOTE:DOWEL ALL ADJOINING FOUNDATIONS, PAVINGAND OTHER LOCATIONS INDICATED ON THE PLANS.18''9"9"1 1/4" CLR5''2" EQ EQ 4"8"14''(TYP)3"B2SIDEWALK DRAIN1"=1'-0"PVMT_SIDEWALK_DRAIN4''Ø PVC PIPEWIDTH OF WALK#4 BARS @18'' OCEWFINISH GRADECONC PAVING w/ DRYBROOM FINISHVARIES BASED ONNUMBER OF PIPES NEEDED6"6"4"EXP JT OPTIONALC1PLANTER WALL ADJACENT TO PAVING 1"=1'-0"< 1'-3""A"WALLHEIGHT#4 @ 16" O.C.ALTERNATEHOOK4" DIA. ADS OR APPROVED EQUALPERFORATED, CORRUGATED UNDRAINPIPE, TEES & COUPLING AS NECESSARY.CONNECT TO STORM DRAIN.1" SPACE BETWEEN TOP OF MULCHAND BOTTOM OF CAPSTONE2" CEDAR MULCH AS SPEC'DPLANTING BED SOIL TO BEPREPARED AS DETAILED & SPEC'D.GROUT CELL WITH REINFORCINGSOLID WITH 3000 PSI CONC.LADDER TYPE MASONRYREINFORCING 16" O.C. VERT. (TYP.)8" WIDE GRAVEL BACKFILL CONT.WATERPROOF BACK OF WALL W/W.R. GRACE 3000 AND PRIMER12" DIA. X 6" STAINLESSSTL PIN (TYP.)BOND BEAM BLOCK FILLW/ CONC.2 - #5 BARS1'-2"14" WIDE CASTSTONE CAP1"1"MORTAR JOINTSBRICK, AS SPEC'D#4 BARS 12" O.C.8"X8"X16" CMUAS SPEC.BRICK TIEHT. VARIESSEE GRADINGPLAN12" EXP. JT. MAT'L AS SPEC.W/CAP SEALANT USE ABOND BREAKER IF REQ'D.#4 @ 12" O.C.EQ.EQ."A"3"CLR.3"CLR.2"CLR.8"1'-4"1'-0"8"5" 1"< 1'-3"C3PLANTER WALL ADJACENT TO PLANTER 1"=1'-0"12" DIA. X 6" STAINLESSSTL PIN (TYP.)BOND BEAM BLOCK FILLW/ CONC.2 - #5 BARS1" SPACE BETWEEN TOP OF MULCHAND BOTTOM OF CAPSTONE2" CEDAR MULCH AS SPEC'DPLANTING BED SOIL TO BEPREPARED AS DETAILED & SPEC'D.GROUT CELL WITH REINFORCINGSOLID WITH 3000 PSI CONC.LADDER TYPE MASONRYREINFORCING 16" O.C. VERT. (TYP.)8" WIDE GRAVEL BACKFILL CONT.WATERPROOF BACK OF WALL W/W.R. GRACE 3000 AND PRIMER4" DIA. ADS OR APPROVED EQUALPERFORATED, CORRUGATED UNDRAINPIPE, TEES & COUPLING AS NECESSARY.CONNECT TO STORM DRAIN.#4 @ 16" O.C.ALTERNATEHOOK#4 @ 12" O.C.EQ.EQ."A"1'-2"14" WIDE CASTSTONE CAP1"MORTAR JOINTSBRICK, AS SPEC'D#4 BARS 12" O.C.8"X8"X16" CMUAS SPEC.BRICK TIEPLANTER BED, REF.LANDSCAPE PLANS3"CLR.3" CLR. 2" CLR. 12"1'-4" HT. VARIES SEE GRADING PLAN "A"WALLHEIGHTPage 55 of 81 Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONA:\2024\42997.24\03_DSGN\01_DWG\060_LAND\06_SHEETS\LD510 CABANA OPTIONS.DWG, 6/23/2025 1:47:58 PM, avillalobos Trophy Club Community Pool Renovation Trophy Club, TXTown of Trophy Club1 Trophy Wood DriveTrophy Club, TX 7626242997.24-06/23/202590% CD Design ReviewTHIS DOCUMENT IS RELEASED ON 6/23/2025FOR THE PURPOSE OF INTERIM REVIEWUNDER THE AUTHORITY OF CAREY DODSON,R.L.A., TEXAS LICENSE #3577. IT IS NOT TO BEUSED FOR REGULATORY APPROVAL,CONSTRUCTION, BIDDING OR PERMITPURPOSES.PARKHILL, SMITH & COOPER, INC.Cabana OptionsLD510A112'X12' PYRAMID NOT TO SCALEPage 56 of 81 Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONA:\2024\42997.24\03_DSGN\01_DWG\060_LAND\06_SHEETS\LD511 GROUP PAVILION.DWG, 6/23/2025 7:19:32 PM, avillalobos Trophy Club Community Pool Renovation Trophy Club, TXTown of Trophy Club1 Trophy Wood DriveTrophy Club, TX 7626242997.24-06/23/202590% CD Design ReviewTHIS DOCUMENT IS RELEASED ON 6/23/2025FOR THE PURPOSE OF INTERIM REVIEWUNDER THE AUTHORITY OF CAREY DODSON,R.L.A., TEXAS LICENSE #3577. IT IS NOT TO BEUSED FOR REGULATORY APPROVAL,CONSTRUCTION, BIDDING OR PERMITPURPOSES.PARKHILL, SMITH & COOPER, INC.20ft x 20ftGroup PavilionLD511Page 57 of 81 coWMWMSSMHICVAT&T WVICV SDSDICVICVICVTFICVICVICVSSMHICVEVWVWMWMICVICVSD S D SDSDS D SD ICVICVICVICVICVICVSSMHICVICVICVICVAT&TVAULTICVICVICVICVTFMGMGPlasticDrainSDPlasticDrainSDPARKVIEW DRIVE Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONA:\2024\42997.24\03_DSGN\01_DWG\060_LAND\06_SHEETS\LI100 IRRIGATIONPLAN.DWG, 6/19/2025 2:18:31 PM, JRWilliams Trophy Club Community Pool Renovation Trophy Club, TXTown of Trophy Club1 Trophy Wood DriveTrophy Club, TX 7626242997.24-06/23/202590% CD Design ReviewTHIS DOCUMENT IS RELEASED ON 6/23/2025FOR THE PURPOSE OF INTERIM REVIEWUNDER THE AUTHORITY OF CAREY DODSON,R.L.A., TEXAS LICENSE #3577. IT IS NOT TO BEUSED FOR REGULATORY APPROVAL,CONSTRUCTION, BIDDING OR PERMITPURPOSES.PARKHILL, SMITH & COOPER, INC.IrrigationPlanLI100NORTH040'20'EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.CONTROL POINT #1"X" CUT FND.N - 7125005.56E - 2549220.74ELEV. - 564.79CONTROL POINT #2"X" CUT FND.N - 7124814.87E - 2548561.04ELEV. - 579.68CONTROL POINT #3CoM GPS Mon. #43N - 7124848.88E - 2547677.32ELEV. - 586.46Page 58 of 81 Irrigation Details LI500 1. INSTALL ACCORDING TO MANUFACTURER'S NOTE: LF SPECIFICATIONS PVC OR POLY EXHAUST HEADER PERIMETER LATERALS 4" OR 6" TECHLINE TUBING LATERAL IRRIGATED AREA PERIMETER TECHLINE START CONNECTION PVC OR POLY SUPPLY HEADER2 3 4 5 6 7 REMOTE CONTROL VALVE1 MALE ADAPTER FROM IRRIGATED AREA EDGE FLUSH CAP, INSTALL PER8 MANUFACTURER'S INSTRUCTIONS IN VALVE BOX 1 2 3 4 5 6 7 8 A3 DRIP DETAIL 1/2"=1'-0" FINISHED GRADE COUPLER SWIVEL HOSE ELL GARDEN HOSE QUICK COUPLING VALVE 1-1/2" SWING JOINT ASSEMBLY AS PER SPECIFICATIONS 2"x2"x1/4" STL. ANGLE, EXTEND LANDSCAPE FABRIC PVC SCH 80 TRUE UNION BALL VALVE PVC SCH 40 TEE OR ELL PVC MAINLINE PIPE BRICK (1 OF 4) (LENGTH AS REQUIRED) PVC SCH 80 NIPPLE VALVE BOX WITH COVER 36' INTO GROUND FILTERED DRAIN VALVE RAIN BIRD 16A-FDV PVC SCH 40 TEE A1 QUICK COUPLER VALVE NTS A4 QUICK COUPLER 1/2"=1'-0" FINISHED GRADE COUPLER SWIVEL HOSE ELL GARDEN HOSE QUICK COUPLING VALVE 1-1/2" SWING JOINT ASSEMBLY AS PER SPECIFICATIONS 2"x2"x1/4" STL. ANGLE, EXTEND LANDSCAPE FABRIC PVC SCH 80 TRUE UNION BALL VALVE PVC SCH 40 TEE OR ELL PVC MAINLINE PIPE BRICK (1 OF 4) (LENGTH AS REQUIRED) PVC SCH 80 NIPPLE VALVE BOX WITH COVER 36' INTO GROUND FILTERED DRAIN VALVE RAIN BIRD 16A-FDV PVC SCH 40 TEE MF 1 MANUAL FLUSH VALVE PLUMBED TO PVC 2 AREA PERIMETER 3 DRIPPERLINE 4 LATERAL START CONNECTION MALE ADAPTER 5 EXHAUST HEADER 6 LATERAL TEE 7 SUPPLY HEADER 8 REMOTE CONTROL VALVE WITH FILTER 1 2 3 4 5 6 7 8 A2 IRREGULAR DRIP AREA 1/8"=1'-0"18" MIN12" MIN3"NOTE: ATTACHED VALVE BOXES TOGETHER USING SCREWS AND DRILL HOLES IN BOTTOM LID TO ALLOW FOR DRAINAGE MAIN SUPPLY LINE WYE STRAINER 3/4-INCH WASHED GRAVEL, MAINLINE PIPE DOUBLE CHECK VALVE ASSEMBLY FINISH GRADE2 3 4 5 6 7 (2) JUMBO COMMERCIAL RECTANGULAR1 VALVE BOX AND COVER WITH EXTENSIONS AS NECESSARY TO EXTEND A MINIMUM OF 12" BEYOND MINIMUM 3-INCH DEPTH 1 3 2 4 5 67 MAINLINE DEPTH B3 VALVE DETAIL 1/2"=1'-0" LANDSCAPE FABRIC 3.0-INCH MINIMUM DEPTH OF PVC LATERAL PIPE PVC SCH 80 TRUE UNION BALL VALVE SCH 80 NIPPLE (2 -INCH LENGTH, PVC SCH 40 TEE OR ELL PVC MAINLINE PIPE BRICK (1 OF 4) PVC SCH 80 NIPPLE FINISH GRADE 12" RECTANGULAR VALVE BOX REMOTE CONTROL VALVE ID TAG 3M DBY WATER PROOF CONNECTION PVC SCH 80 TRUE UNION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 30-INCH LINEAR LENGTH OF WIRE, COILED (LENGTH AS REQUIRED) HIDDEN) AND SCH 40 ELL 3/4 INCH WASHED GRAVEL 2 3 4 5 6 7 8 910111214151613 1 (1 OF 2) WITH COVER B4 DRIP CONTROL VALVE 1/2"=1'-0"B2 DOUBLE CHECK ASSEMBLY 1/2"=1'-0" TOP OF MULCH FINISH GRADE 30" LENGTH COILED WIRE TYP. WATERPROOF CONNECTION VALVE BOX W/ COVER PVC SCH 40 ELL PVC SCH 40 TEE BRICK (1 OF 4) 3" MIN DEPTH 3/4" WASHED GRAVEL MAINLINE PIPE RAIN BIRD MODEL XCZ-100-B-COM PVC SCH 40 MALE ADAPTER LATERAL PIPE PVC SCH 80 UNION BALL VALVE WEED CONTROL FABRIC B1 SHUT OFF VALVE 1 1/2"=1'-0" FINISH GRADE (2) COMMERCIAL GRADE RECTANGULAR VALVE BOXES WITH COVER GATE VALVE 4" DEPTH WASHED GRAVEL VALVE BOX EXTENSIONS AS NEEDED TO EXTEND TO MAINLINE DEPTH MAINLINE PIPE THREADED MALE ADAPTER W/ TEFLON TAPE 3/4" = 1'-0" 45 DEG. ELBOW TEE 90 DEG. ELBOW END OF LINE CAPPED LINE 1 UTILITY BOX 1 1 2 2 POURED IN-PLACE CONCRETE, 120 LBS. MINIMUM, TYPICAL1 FINISHED GRADE2 FX-IR-FX-AUXEQ-11 ROTOR POP-UP SPRINKLER FINISH GRADE RISER-NO SWING JOINTS ALLOWED PVC SCH 40 TEE OR ELL LATERAL PIPE B5 ROTOR HEAD 1/2"=1'-0" SPRAY HEAD FINISH GRADE PVC LATERAL LINE RISER - NO SWING JOINTS SEE IRRIGATION PLANS NOZZLE VARIES - SEE PLANS A5 POP-UP SPRAY / BUBBLER HEAD 3"=1'-0" Parkhill.com PROJECT NO. CLIENT #DATE DESCRIPTION A:\2024\42997.24\03_DSGN\01_DWG\060_LAND\06_SHEETS\LI500 IRRIGATION DETAILS.DWG, 6/19/2025 2:21:31 PM, JRWilliamsTrophy Club CommunityPool RenovationTrophy Club, TXTown of Trophy Club 1 Trophy Wood Drive Trophy Club, TX 76262 42997.24 -06/23/2025 90% CD Design Review THIS DOCUMENT IS RELEASED ON 6/23/2025 FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF CAREY DODSON, R.L.A., TEXAS LICENSE #3577. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. PARKHILL, SMITH & COOPER, INC. Page 59 of 81 c o NEXISTING POOL1CHILDREN'S SLIDE2EXISTING PIPING3DECK4EXISTING LANDSCAPE5EXISTING POOL WALL6EXISTING LIGHT FIXTURE7GENERAL DEMOLITION NOTES:1. ALL CONDITIONS SHOWN ON THIS DRAWING ARE EXISTING. OWNER AND ARCHITECT ASSUME NO RESPONSIBILITY FOR ACCURACY OR COMPLETENESS OF INFORMATION SHOWN. ORIGINAL CONSTRUCTION DOCUMENTS FOR EXISTING FACILITY ARE ON FILE AT THE OWNER'S OFFICE FOR REVIEW. CONTRACTORS ARE RESPONSIBLE TO VISIT THE SITE AND REVIEW ALL DOCUMENTS PRIOR TO SUBMITTING THEIR BID TO COMPLETELY FAMILIARIZE THEMSELVES WITH ALL CONDITIONS.2. DEMOLITION DRAWINGS ARE INTENDED TO BE SCHEMATIC IN NATURE, AND MAY NOT DESCRIBE ALL MISCELLANEOUS WORK NECESSARY TO COMPLETE THE DEMOLITION AND NEW WORK. CONTRACTOR SHALL INCLUDE THIS MISCELLANEOUS NECESSARY WORK IN BASE BID.3. CONTRACTOR SHALL DISCONNECT AND REMOVE ALL EXISTING POOL EQUIPMENT WITHIN THE LIMITS INDICATED WITH HATCHING ( ). SEE DRAWING NOTES FOR EQUIPMENT THAT SHALL BE REUSED IN PLACE AND EQUIPMENT THAT SHALL BE RELOCATED AND REUSED.4. CONTRACTOR TO VERIFY ASBESTOS TEST REQUIREMENTS AND CONDUCT ANY REQUIRED TESTING PRIOR TO CONSTRUCTION.5. UNLESS NOTED OTHERWISE ON THE PLAN, CONTRACTOR SHALL DISPOSE OF ALL REMOVED EQUIPMENT AND MATERIALS IN A LEGAL MANNER OFF SITE. COPIES OF ALL MANIFESTS SHALL BE GIVEN TO THE OWNER SHOWING FINAL DISPOSAL LOCATION OF ALL MATERIALS.6. CONTRACTOR SHALL MAINTAIN DUST CONTROL INSIDE AND OUTSIDE OF THE BUILDING AT ALL TIMES.7. CONTRACTOR SHALL PROTECT ALL CATCH BASINS, SEWER INLETS, ETC., FROM DEBRIS AND SEDIMENTATION DURING DEMOLITION. 8. CONTRACTOR SHALL LIMIT DISRUPTION TO THE INDICATED WORK AREA, AND TAKE CARE TO PROTECT, AND NOT DISRUPT, THE SURROUNDING AREA.9. CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND TERMINATING EXISTING ELECTRICAL POWER, WATER, AND GAS LINES WITH LOCAL UTILITIES.10. REFER TO STRUCTURAL SD SERIES DRAWINGS, MECHANICAL MD SERIES DRAWINGS, ELECTRICAL ED SERIES DRAWINGS, AND PLUMBING PD SERIES DRAWINGS FOR ADDITIONAL DEMOLITION SCOPE OF WORK.11. REFER TO ALL OTHER DRAWINGS FOR FURTHER DETAIL ON NEW CONSTRUCTION REQUIREMENTS.DEFINITIONS:A. REMOVE:REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT THOSE INDICATED TOBE REINSTALLED, SALVAGED, OR TO REMAIN THE OWNER'S PROPERTY.B. REMOVE AND SALVAGE:ITEMS INDICATED TO BE REMOVED AND SALVAGED REMAIN THE OWNER'S PROPERTY.REMOVE, CLEAN, AND PACK OR CRATE ITEMS TO PROTECT AGAINST DAMAGE.IDENTIFY CONTENTS OF CONTAINERS AND DELIVER TO OWNER'S DESIGNATED STORAGE AREA.C. REMOVE AND REINSTALL:REMOVE ITEMS INDICATED; CLEAN, SERVICE, AND OTHERWISE PREPARE THEM FOR REUSE; STORE AND PROTECT AGAINST DAMAGE.REINSTALL ITEMS IN THE SAME LOCATIONS OR IN LOCATIONS INDICATED.D. EXISTING TO REMAIN:PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION.WHEN PERMITTED BY THE OWNER OR ARCHITECT, ITEMS MAY BE REMOVED TO A SUITABLE, PROTECTED STORAGE LOCATION DURING SELECTIVE DEMOLITION AND THEN CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS.E.ABANDON: PERMANENTLY REMOVE FROM SERVICE AND MAINTAIN IN PLACE. FOR PIPING, ABANDONED PIPES SHALL BE BLOWN OUT, DISCONNECTED FROM OTHER PIPING AND DISCONNECTED FROM THE POOL WALL/TANK WALL. PIPING ENDS SHALL BE CAPPED ON BOTH ENDS. FOR PIPE PENETRATING FINISHED SURFACES, CUT BACK PIPE SUCH THAT CAPS ARE A MINIMUM OF 3”BELOW FINISHED SURFACE. COVER WITH NON-SHRINK, NON-METALLIC GROUT AND SPECIFIED FINISHES. ABANDONED PIPING SHALL BE IDENTIFIED IN RECORD DRAWINGS PROVIDED BY THE CONTRACTOR.World Leaders in Aquatic Planning, Design and Engineering100 Park Avenue | Beaver Dam, WI 53916t 920.887.7375 | #24327This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.#DATEDESCRIPTIONCLIENTPROJECT NO.Parkhill.comTrophy Club, TX INTERIM REVIEWTHESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR PERMIT OR CONSTRUCTION PURPOSES.6/20/2025 11:31:37 AM243271 TROPHY WOOD DRIVE TROPHYCLUB, TX 76262TOWN OF TROPHY CLUBD100DEMOLITION PLANTrophy Club CommunityPool RenovationSCHEDULE - SHEET LISTSHEET NO. SHEET NAMED100 DEMOLITION PLAND101 DEMOLITION DETAILSPL100 OVERALL AQUATIC PLANPL101 GENERAL DETAILS AND SCHEDULESPL110 POOL A - LEISURE POOL PLANPL111 POOL A - LEISURE POOL DIMENSION PLANPL112 POOL A - LEISURE POOL SECTIONSPL113 POOL A - LEISURE POOL DETAILSPL114 POOL A - LEISURE POOL DETAILSPL120 POOL B - SLIDE COMPLEXPL121 POOL B - SLIDE COMPLEX DETAILSPL200 STRUCTURAL NOTES, PLAN(S) AND SCHEDULEPL201 STRUCTURAL PLAN(S) AND SECTIONSPL210 STRUCTURAL DETAILSPL300 EXISTING PIPING PLANPL301 GENERAL NOTESPL310 POOL A PIPING PLANPL320 POOL B PIPING PLANPL401 MECHANICAL DETAILSPL402 MECHANICAL DETAILSPL510 POOL A MECHANICAL SCHEMATIC (UV REPLACEMENT)PL520 EXISTING LAP POOL MECHANICAL SCHEMATIC (UV REPLACEMENT)PLAN VIEW1" = 10'-0"D1001OVERALL DEMOLITION LAYOUT8REMOVE EXISTING UV FROM BOTH POOL MECHANICAL SYSTEMS.MECHANICAL DEMOLITION NOTES7REMOVE UNDERWATER LIGHT FIXTURE6SELECTIVELY REMOVE WALL SECTION AS REQUIRED FOR SLIDE SUMPS. SEE DETAIL D1015SEE LANDSCAPE DRAWINGS FOR ADDITIONAL DECK AND LANDCAPING DEMOLITION4REMOVE DECK AS REQUIRED TO FACILITATE CONNECTION OF NEW PIPING TO EXISTING PIPING3EXISTING BELOW GRADE PIPING BETWEEN POOL MECHANICAL ENCLOSURE AND EXISTINGPOOL TO REMAIN. ABANDON EXISTING PIPING NOT IDENTIFIED FOR REUSE SEE PL300 FOR PIPEPLAN2REMOVE CHILDREN'S SLIDE AND PLATFORM1REMOVE ACTIVITY POOL SHELL AND ALL POOL FEATURESACTIVITY POOL DEMOLITION NOTES6/20/2025 60% CONSTRUCTION DOCUMENT90% CONSTRCTION DOCUMENTSPage 60 of 81 SWL142114251421514211REMOVE ACTIVITY POOL SHELL AND ALL POOL FEATURESFRONT VIEW[1075]3' - 6"[450]1' - 6"6SELECTIVELY REMOVE WALL SECTION AS REQUIRED FOR SLIDE SUMPS[1800]5' - 10 1/2"[925]3' - 0"[1525]5' - 0"[925]3' - 0"[925]3' - 0"[925]3' - 0"SIDE VIEW[450]1' - 6"[1075]3' - 6"6SELECTIVELY REMOVE WALL SECTION AS REQUIRED FOR SLIDE SUMPS7REMOVE UNDERWATER LIGHT FIXTUREWorld Leaders in Aquatic Planning, Design and Engineering100 Park Avenue | Beaver Dam, WI 53916t 920.887.7375 | #24327This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.#DATE DESCRIPTIONCLIENTPROJECT NO.Parkhill.comTrophy Club, TX INTERIM REVIEWTHESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR PERMIT OR CONSTRUCTION PURPOSES.6/20/2025 11:31:37 AM243271 TROPHY WOOD DRIVE TROPHYCLUB, TX 76262TOWN OF TROPHY CLUBD101DEMOLITION DETAILSTrophy Club CommunityPool RenovationNOT TO SCALEDETAIL VIEWD1011ACTIVITY POOL AND FEATURESNOT TO SCALEDETAIL VIEWD1012CHILDREN'S SLIDE AND PLATFORMNOT TO SCALEDETAIL VIEWD1013ACTIVITY POOL AND FEATURESNOT TO SCALEDETAIL VIEWD1014ACTIVITY POOL AND FEATURESDETAIL VIEW1 1/2" = 1'-0"D1015EXISTING ACTIVITY POOL WALL8REMOVE EXISTING UV FROM BOTH POOL MECHANICAL SYSTEMS.MECHANICAL DEMOLITION NOTES7REMOVE UNDERWATER LIGHT FIXTURE6SELECTIVELY REMOVE WALL SECTION AS REQUIRED FOR SLIDE SUMPS. SEE DETAIL D1015SEE LANDSCAPE DRAWINGS FOR ADDITIONAL DECK AND LANDCAPING DEMOLITION4REMOVE DECK AS REQUIRED TO FACILITATE CONNECTION OF NEW PIPING TO EXISTING PIPING3EXISTING BELOW GRADE PIPING BETWEEN POOL MECHANICAL ENCLOSURE AND EXISTING POOLTO REMAIN. ABANDON EXISTING PIPING NOT IDENTIFIED FOR REUSE SEE PL300 FOR PIPE PLAN2REMOVE CHILDREN'S SLIDE AND PLATFORM1REMOVE ACTIVITY POOL SHELL AND ALL POOL FEATURESACTIVITY POOL DEMOLITION NOTES6/20/2025 60% CONSTRUCTION DOCUMENTNOT TO SCALEDETAIL VIEWD1016EXISTING COMPETITION POOL WALL90% CONSTRCTION DOCUMENTSPage 61 of 81 VAULTc o NPOOL A - LEISURE POOL (SEE PL110)SYSTEM B - LAP POOL SLIDE COMPLEX (SEE PL120)4' -0" MINIMUM UNOBSTRUCTED DECK CLEARANCE TO THE SIDES AND REAR OF DIVING EQUIPMENT AND ALL OTHER DECK EQUIPMENT PER ISPSC 2021; SECTION 406 DECKS AND EQUIPMENT; 409.3 DECK CLEARANCE.ADA-P-PL[1 2 2 5 ] 4 ' - 0 "GENERAL NOTES:1. LOCATE LIFEGUARD CHAIRS AS REQUIRED PER STATE AND LOCAL CODES AND PER OWNER'S SAFETY CONSULTANT.2. SCHEDULE QUANTITIES ARE SHOWN FOR VALUE ENGINEERING PURPOSES. IT IS THE INSTALLING CONTRACTORS RESPONSIBILITY TO VERIFY QUANTITIES REQUIRED.3. CONTRACTOR SHALL CONTACT ENGINEER FOR ELECTRONIC DRAWING FILES PRIOR TO COMMENCING POOL STAKING WORK.4. ENGINEER WILL PROVIDE ELECTRONIC PLAN VIEW OF ALL POOLS IN AUTOCAD DRAWING FORMAT FOR CONTRACTOR'S USE TO LOCATE STRUCTURES AND RELATED POOL DECK EQUIPMENT.5. REFER TO PL100 SERIES DRAWINGS FOR ALL POOL PLAN INFORMATION, RELATED EQUIPMENT, AND DETAILS.6. REFER TO PL200 SERIES DRAWINGS FOR ALL POOL STRUCTURAL PLANS, RELATED INFORMATION, AND DETAILS.7. REFER TO PL300 SERIES DRAWINGS FOR ALL POOL AND DRAIN PIPING AND RELATED INFORMATION AND DETAILS.8. REFER TO PL400 SERIES DRAWINGS FOR ALL MECHANICAL EQUIPMENT INFORMATION AND RELATED DETAILS.9. REFER TO PL500 SERIES DRAWINGS FOR ELECTRICAL SCHEMATICS AND P&IDs.CODES, STANDARDS AND REGULATIONS:CONTRACTOR SHALL BE FAMILIAR WITH ALL CODES AND STANDARDS LISTED BELOW AND ALERT THE ARCHITECT/ENGINEER TO CONFLICTS IN THE DRAWINGSCODE JURISDICTIONTROPHY CLUB, TX; DENTON COUNTYHEALTH & SAFETY CODE:TEXAS DEPARTMENT OF STATE HEALTH SERVICES, TITLE 25, PART 1, CHAPTER 265, SUB CHAPTER L SWIMMING POOLS AND SPAS, EFFECTIVE 1/1/2023PUBLIC INTERACTIVE WATER FEATURES AND FOUNTAINS:TEXAS DEPARTMENT OF HEALTH SERVICES, TITLE 25, PART 1, CHAPTER 265 SUBCHAPTER M INTERACTIVE WATER FEATURES AND FOUNTAINS MODEL CODES:2021 INTERNATIONAL SWIMMING POOL AND SPA CODEACCESSIBILITY STANDARDS AND REGULATIONS:UNITED STATES:2010 ADA STANDARDS FOR ACCESSIBLE DESIGNTEXAS ACCESSIBILITY STANDARDSBATHER CAPACITYBATHER CAPACITY IS CALCULATED IN ACCORDANCE WITHSECTION 403, TABLE 403.1 OF THE 2021 ISPSC CODE AS FOLLOWS:1. POOL A:a. 1902 (SF) SHALLOW WATER / 12 (SF/BATHER) = 158 BATHERS.2. TOTAL 158 BATHERS.3. SELF LIMITED BATHER CAPACITY: 62World Leaders in Aquatic Planning, Design and Engineering100 Park Avenue | Beaver Dam, WI 53916t 920.887.7375 | #24327This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.#DATE DESCRIPTIONCLIENTPROJECT NO.Parkhill.comTrophy Club, TX INTERIM REVIEWTHESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR PERMIT OR CONSTRUCTION PURPOSES.6/20/2025 11:31:42 AM243271 TROPHY WOOD DRIVE TROPHYCLUB, TX 76262TOWN OF TROPHY CLUBPL100OVERALL AQUATICPLANTrophy Club CommunityPool RenovationPLAN VIEW1" = 10'-0"PL1001OVERALL AQUATIC LAYOUT6/20/2025 60% CONSTRUCTION DOCUMENT90% CONSTRCTION DOCUMENTSPage 62 of 81 SWLPOOL EQUIPMENT TAGPOOL IDENTIFIEREQUIPMENT IDENTIFIERA01PIPE TAGLINE TYPE IDENTIFIERSYSTEM IDENTIFIERPIPE IDENTIFIERPOOL IDENTIFIERP1-20ADIMENSION TAGPOINT LOCATIONPOINT IDENTIFIER100MECHANICAL EQUIPMENT TAGEQUIPMENT IDENTIFIERSYSTEM IDENTIFIERPOOL IDENTIFIERP1AELEVATIONREFERENCELOCATION100.00ELEVATION TAGF01WATER FEATURE TAGFEATURE DESIGNATOREQUIPMENT IDENTIFIERAH1POOL STRUCTURAL TAGPOOL IDENTIFIERWALL TYPE IDENTIFIERA-PF1POOL FIXTURE TAGPOOL IDENTIFIERPOOL FIXTURE DESIGNATOREQUIPMENT IDENTIFIERREVISION TAGREVISION NUMBER1TAG LEGENDABBREVIATIONSAHJ-AUTHORITY HAVING JURISDICTIONBO-BOTTOM OFCJ-CONTROL JOINTDIA-DIAMETEREJ-EXPANSION JOINTEW-EACH WAYFFE-FINISH FLOOR ELEVATIONID-INSIDE DIAMETERMAX-MAXIMUMMIN-MINIMUMNC-NORMALLY CLOSEDNO-NORMALLY OPENNPS-NOMINAL PIPE SIZEOC-ON CENTEROD-OUTSIDE DIAMETEROWE-OPERATING WATER ELEVATIONP&ID - PIPING & INSTRUMENTATION DIAGRAMPL - POOL LIFTPS - POOL STAIRSSCH - SCHEDULESE - SLOPED ENTRYSS - STAINLESS STEELSWL - STATIC WATER LEVELTO - TOP OFTS - TRANSFER SYSTEMTUBC - TRUE UNION CHECK VALVETUBV - TRUE UNION BALL VALVETW - TRANSFER WALLTYP - TYPICALWD - WATER DEPTHPOOL FINISH TAGFINISH TYPE IDPOOL IDENTIFIERFINISH COLOR IDFINISH DESCRIPTIONQAC01AWATERLINE TILEDIMENSIONAL UNITSIMPERIAL UNITSMETRIC UNITS (mm)[25]7/8"ADA-P-SEP = PRIMARYS = SECONDARYMEANS OF ACCESSPOOL ACCESSIBILITY TAGELEVATION-5'-0" WDPOOL FLOOR ELEVATIONRELATIVE TO (SWL)A01CUSTOM RAILGOODS TAGPOOL IDENTIFIERRAILGOODS IDENTIFIEREQUIPMENT IDENTIFIER KEYAC- AIR COMPRESSORAF- AUTOFILLAOP- ADVANCED OXIDATION PROCESSAP- pH CONTROL PUMPAS- pH CONTROL STORAGEBP- BOOSTER PUMPC- CHEMICAL CONTROLLERCP- CHLORINE FEED PUMPCS- CHLORINE STORAGEEV- ELECTRONIC MAIN DRAIN VALVEF- FILTERFM- FLOW METERFP- FLOW METER POWER SUPPLYH- HEATERHX- HEAT EXCHANGERP- PUMPPV- PNEUMATIC MAIN DRAIN VALVES- STRAINERSC- CONTAINMENT PALLETESV- SURGE TANK FANUV- ULTRA-VIOLET DISINFECTIONV- VARIABLE FREQUENCY DRIVEWC- WATER CHILLERFINISH NOTES:1.FINISHES PER SCHEDULE UNLESS OTHERWISE INDICATED.2.VERTICAL SURFACE (WET) AND HORIZONTAL SURFACE (WET) SHALL BE AT LEAST 6.5 ON THE MUNSELL COLOR VALUE SCALE. CONTRASTING COLORS SHALL HAVE A MUNSELL VALUE OF 0 TO 4.3.ALL HORIZONTAL SURFACES MUST BE SLIP RESISTANT AND COMPLY WITH THE ANSI A137.1 STANDARD USING THE DCOF ACUTEST METHODOLOGY:3A.ON WET LEVEL SURFACES, PROVIDE DYNAMIC COEFFICIENT OF FRICTION OF =/> 0.42.3B.ON WET SLOPED SURFACES, PROVIDE DYNAMIC COEFFICIENT OF FRICTION OF =/> 0.65.4.DESIGN WATERLINE SHALL HAVE A MAXIMUM CONSTRUCTION TOLERANCE WHEN FINISHED OF +/-1/4" FOR POOLS AND SPAS WITH ADJUSTABLE SURFACE SKIMMING, AND +/-1/8" FOR POOLS AND SPAS WITH NONADJUSTABLE SURFACE SKIMMING.NOSING TYPE CNOTES:1. NOSING TYPE C: 2" MIN. CONTRASTING TILE BAND REQUIRED ON TREAD NOSING AND TOP OF RISER UNLESS OTHERWISE NOTED.2" x 2"BULLNOSE TILE2" x 2"CONTRASTING TILECOPING EDGEJOINTS SHALL NOTINTERSECT DEPTH MARKERS6" x 6" [150x150] "NO DIVING" MARKER6" x 6" [150x150] DEPTH MARKER,WITH 4" [100] CONTRASTING NUMERALS[50]2" MIN.SKIMMER POOL - DECK DEPTH MARKERDECK/COPING STONE JOINTOR JOINT BETWEEN TRIM TILEJOINTS SHALL NOTINTERSECT DEPTH MARKERS6" x 6" [150 x 150] DEPTH MARKER,WITH 4" [100] CONTRASTING NUMERALS[50]2" MIN.WALL DEPTH MARKERNOTES:1. -WALL DEPTH MARKER AT LOCATIONS AS INDICATED ON PLAN BY THIS SYMBOL.2. EXCLUDE "NO DIVING" MARKER TILES AT POOL WALL DEPTH MARKER LOCATIONS AND AT POOL DEPTHS GREATER THAN 5'-0".3. DEPTH MARKERS SHALL BE LEGIBLE FROM INSIDE THE POOL AND FROM THE POOL DECK.4. THE POOL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING MARKINGS ACCURATE TO WITHIN ONE INCH OF THE CONSTRUCTED WATER DEPTHS AT LOCATIONS INDICATED ON PLAN AT A MAX 25'-0" SPACING AND IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS.5. DEPTH MARKER TEXT SHALL INDICATE THE ACTUAL POOL DEPTH WITHIN 3" AT NORMAL OPERATING WATER LEVEL WHEN MEASURED 3'-0" FROM POOL WALL. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING PROPER TEXT FOR EACH MARKER LOCATION.6. MARKINGS SHALL BE INSTALLED FLUSH WITH SURROUNDING SURFACES AND RECESSED IF NECESSARY.7. ALL MARKINGS INSTALLED ON HORIZONTAL SURFACES SHALL HAVE A SLIP RESISTANT FINISH.8. DEPTH MARKER SHALL BE LOCATED WITHIN 18" OF THE WATER'S EDGE AND IN THE TOP 4 1/2" OF THE POOL WALL JUST UNDER THE COPING.9. DEPTH MARKERS SHALL NOT BE PLACED ON THE DECK ABOVE ENTRY/EXITS INCLUDING STEPS, LADDERS, RECESSED TREADS, WATER LOUNGES AND BEACH ENTRIES OF THE POOL.10. DECK DEPTH MARKERS MUST BE LOCATED WITHIN 18" OF WATER'S EDGE.PLACE MARKERS AS HIGH AS POSSIBLE ON VERTICAL POOL WALL.NO DIVING[50]2" MIN.T.O. WATERLINE FINISHSR3C04DEPTH MARKERS- NO DIVINGASR3C03DEPTH MARKERS- DECKACT1C03DEPTH MARKERS- WALLACENTER WALL MARKERS ON DECK MARKER WHERE POSSIBLEPOOL DECKEQUIPOTENTIAL BONDING GRID, TYPICAL AROUND EACH POOL, TANK, AND/OR SPRAY PAD BY DECK CONTRACTOR. SEE ELECTRICAL DRAWINGS AND NOTES BELOWPOOL, TANK, AND/OR SPRAY PAD REINFORCING STEELBONDING WIRE PER NEC 680,BY ELECTRICAL CONTRACTORNOTES:1. THIS DETAIL IS INTENDED TO ILLUSTRATE THE EQUIPOTENTIAL BONDING GRID AROUND EACH POOL, TANK, AND/OR SPRAY PAD AS REQUIRED BY NEC 680.2. THE GRID SHALL CONFORM TO ALL NEC 680 REQUIREMENTS. 3. PER NEC 680, THE GRID SHALL:3.a.COMPLETELY SURROUND THE PERIMETER OF THE POOL, TANK, AND/OR SPRAY PAD AND EXTEND 3 FEET HORIZONTALLY FROM THE INSIDE WALLS OF THE POOL, AND/OR TANK, OR PERIMETER EXPANSION JOINT AT SPRAY PADS. 3.b. BE ARRANGED IN A 12" X 12" (OR LESS) NETWORK OF CONDUCTORS IN A UNIFORMLY SPACED PATTERN.3.c. BE BONDED TO THE POOL, TANK, AND/OR SPRAY PAD REINFORCING STEEL.4. THIS DETAIL IS NOT INTENDED TO DETAIL THE WALLS, SLABS, OR THE DECKS. THE ABOVE DETAIL IS SCHEMATIC. SEE POOL, TANK, AND/OR SPRAY PAD SECTIONS AND DECK SECTIONS FOR ADDITIONAL CONSTRUCTION REQUIREMENTS. 5. SEE POOL, TANK, AND/OR SPRAY PAD ELECTRICAL DRAWINGS FOR ADDITIONAL BONDING & GROUNDING REQUIREMENTS.[525]1' - 9"RE-LAMPING POSITION; PROVIDE SUFFICIENT CORD LENGTH FOR DECK RE-LAMPING. CONTRACTOR TO VERIFY LENGTH OF CORD REQUIREDSS POOL LIGHT NICHE BONDED TO REBARPOOL WALL FINISHNOTES:1. -POOL LIGHTS AT LOCATIONS AS INDICATED ON PLAN BY THIS SYMBOL.2. SEE ELECTRICAL DRAWINGS FOR JUNCTION BOX LOCATIONS.3. SEE SECTIONS FOR REQUIRED DIMENSIONS TO LIGHTS.4. LIGHT LOCATIONS SHALL PROVIDE A MIN 3" [75] CONCRETE COVER AT JOINT LOCATIONS AND BE POSITIONED TO PROVIDE ADEQUATE CLEARANCE FROM JOINT WATERSTOP.5. LIGHT NICHE FURNISHED BY POOL CONTRACTOR.LIGHT NICHE IS GROUNDED/BONDED BY ELECTRICAL CONTRACTOR.6. LIGHT FIXTURES WITH CORD AND CONDUIT ATTACHED ARE FURNISHED AS SPECIFIED BY THE POOL CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ALL OTHER ELECTRICAL MATERIALS (WATERTIGHT CONDUIT, JUNCTION BOXES, SWITCHES, ETC) ARE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR PER NEC CODE ARTICLE 680. POOL LIGHTS SHALL BE GFI PROTECTED PER NEC ARTICLE 680.POOL LIGHTWATERTIGHT CONDUIT WITH CORD TO JUNCTIONBOX PER NOTE 5FILL & COVER CONDUIT OPENING WITH BUTYL TAPE TO PROVIDE WATERTIGHT CONDUITWorld Leaders in Aquatic Planning, Design and Engineering100 Park Avenue | Beaver Dam, WI 53916t 920.887.7375 | #24327This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.#DATE DESCRIPTIONCLIENTPROJECT NO.Parkhill.comTrophy Club, TX INTERIM REVIEWTHESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR PERMIT OR CONSTRUCTION PURPOSES.6/20/2025 11:31:42 AM243271 TROPHY WOOD DRIVE TROPHYCLUB, TX 76262TOWN OF TROPHY CLUBPL101GENERAL DETAILSAND SCHEDULESTrophy Club CommunityPool RenovationSCHEDULE - SAFETY & MAINTENANCE EQUIPMENTQTY PRODUCT NAME MANUFACTURER NOTES1 25 PERSON AQUATIC FIRST AID KIT WATER SAFETYPRODUCTS25 PERSON OSHA FIRST AID KIT TO INCLUDE BIOHAZARD COMPLIANCERESPONSE AND CPR MICROMASK WITH NITRILE GLOVES - OWNERPROVIDED1 AUTOMATIC VACUUM CLEANINGSYSTEMMAYTRONICSULTRAMAXGEMINIDOLPHIN WAVE 140 AUTOMATIC CLEANER, RADIO REMOTE CONTROL,CADDY, FINE FILTER KIT WITH TOP ACCESS, SIX (6) ACTIVE BRUSHES,SUCTION RATE: 9,000 GPH, 140 FT CORD, 3 YEAR WARRANTY1 DEFIBRILLATOR WATER SAFETYPRODUCTSZOLL AED PLUS DEFIBRILLATOR COMPLETE AED PACKAGE WITH CPR-DPADZ ELECTRODES, CPR HELP TECHNOLOGY WITH REAL-TIME DEPTHAND RATE CPR FEEDBACK, LITHIUM 123 BATTERIES WITH 5 YEAR SHELFLIFE, CARRYING CASE AND AED PRESCRIPTION - OWNER PROVIDED1 LIFE BUOY WATER SAFETYPRODUCTS30" DIA, MADE OF UNICELL SOFT FOAM WITH HARD SHELL COVERING.INCLUDE STAINLESS STEEL MOUNTING BRACKETS AND STAINLESSSTEEL ANCHORS AND BOLTS. MOUNT UNIT ON WALL IN COORDINATIONWITH OWNER - OWNER PROVIDED1 LIFE HOOK & RESCUE POLE RECREONICS FIBERGLASS POLE, WITH DOUBLE LIFE HOOK. PROVIDE 16-FOOTNON-TELESCOPING SECTIONS WITH & RUBBER END CAP. INCLUDESTAINLESS STEEL MOUNTING BRACKETS AND STAINLESS STEELANCHORS AND BOLTS. MOUNT UNIT ON WALL IN COORDINATION WITHOWNER - OWNER PROVIDED1 MANUAL VACUUM CLEANING SYSTEM HAMMERHEAD RESORT-21; (RESORT-30): 21”(30”) VACUUM HEAD WITH (2) LARGECAPACITY BAGS, 60 FOOT CORD, STAINLESS STEEL POLE SWIVELMOUNT AND WELDED ALUMINUM CADDY W/ 20” WHEELS. PROVIDE WITH12V DEEP CYCLE MARINE BATTERY, BATTERY CHARGER, AND 1 1/8”STANDARD POOL POLE - OWNER PROVIDED.1 RESCUE TUBE WATER SAFETYPRODUCTS50" LONG x 6" WIDE x 4" THICK. NO CLIPS, NO RINGS. 2" WIDEADJUSTABLE SHOULDER STRAP , CONNECTED TO TUBE BY 1"STRAPPING. STRAPPING EXTENDS COMPLETELY THROUGH LENGTH OFTUBE. - OWNER PROVIDED1 SPINEBOARD W/ HEAD IMMOBILIZER WATER SAFETYPRODUCTSX-RAY TRANSLUCENT BACKBOARD WITH HEAD IMMOBILIZER AND BODYSTRAPS. INCLUDE STAINLESS STEEL MOUNTING BRACKETS ANDSTAINLESS STEEL ANCHORS AND BOLTS. MOUNT UNIT ON WALL INCOORDINATION WITH OWNER1 THROW LINE WATER SAFETYPRODUCTS60' MARINE POLYPRO LINE, WITH 3" x 5" LEMON FLOAT - OWNERPROVIDED1 WATER TEST KIT TAYLOR "SERVICECOMPLETE"FAS DPD CHLORINE KIT - OWNER PROVIDEDLEGEND - FINISHES & COLOR CODES - POOL AAREAFINISHES COLORSNOTESFINISH ID FINISH COLOR ID COLORBENCH AND SUNLEDGE NOSING -CONSTRASTINGSR2 2"x2" SLIP RESISTANT TILE C07 CONTRASTING TO POOL FINISHDEPTH MARKERS - DECK SR3 6"x6" SLIP RESISTANT TILE C03BLACK ON WHITEDEPTH MARKERS - NO DIVING SR3 6"x6" SLIP RESISTANT TILE C04 BLACK AND RED ON WHITEDEPTH MARKERS - WALL CT1 6"x6" CERAMIC TILE C03 BLACK ON WHITEHORIZONTAL SURFACE (WET) QA QUARTZ AGGREGATE C06 LIGHT COLORHORIZONTAL SURFACE (WET) SR1 1"x1" SLIP RESISTANT TILE C06 LIGHT COLORINTERMEDIATE STEGMEIER EDGE LB LIGHT BROOM C01 AS SELECTED BY ARCHITECTROLLBACK LB LIGHT BROOM C01 AS SELECTED BY ARCHITECTTILE - TRIM TILE SR1 1"x1" SLIP RESISTANT TILE C01 AS SELECTED BY ARCHITECTTILE - WATERLINE KT1 1"x1" SLIP RESISTANT TILE C01 AS SELECTED BY ARCHITECTVERTICAL SURFACE (WET) QA QUARTZ AGGREGATE C06 LIGHT COLORDETAIL VIEW1" = 1'-0"PL1013FINISH - DEPTH MARKER DECK & WALLDETAIL VIEW3" = 1'-0"PL1011POOL EQUIPOTENTIAL BONDING GRIDLEGEND - FINISHES & COLOR CODES - SYSTEM BAREAFINISHES COLORSNOTESFINISH ID FINISH COLOR ID COLORHAND RUBBED CONCRETE FC FINISHED CONCRETE C01 AS SELECTED BY ARCHITECTDETAIL VIEW1 1/2" = 1'-0"PL1012POOL LIGHT6/20/2025 60% CONSTRUCTION DOCUMENT90% CONSTRCTION DOCUMENTSPage 63 of 81 NF03F011PL1122PL112-1' - 0" WD-6" WD0" WD0" WD-6" WD-1' - 0" WD-1' - 6" WD-2' - 0" WD-2' - 0" WD-1' - 6" WD2PL1146PL114PL10133PL112PL1012A014PL114A02A02-2' - 6" WD-3' - 0 1/2" WD-3' - 0 1/2" WDF02F03/2PL113/3PL113-2' - 6" WD-3' - 0" WD-3' - 0" WD6" WD-6" WDA03A04/7PL1143PL114F04World Leaders in Aquatic Planning, Design and Engineering100 Park Avenue | Beaver Dam, WI 53916t 920.887.7375 | #24327This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.#DATE DESCRIPTIONCLIENTPROJECT NO.Parkhill.comTrophy Club, TX INTERIM REVIEWTHESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR PERMIT OR CONSTRUCTION PURPOSES.6/20/2025 11:31:43 AM243271 TROPHY WOOD DRIVE TROPHYCLUB, TX 76262TOWN OF TROPHY CLUBPL110POOL A - LEISUREPOOL PLANTrophy Club CommunityPool RenovationPLAN VIEW1/4" = 1'-0"PL1101POOL A - LEISURE POOLSCHEDULE - WATER FEATURE - POOL APOOL ID FEATURE ID FEATURE QTY MANUFACTURER DESCRIPTION GPM (ea) GPM (Total)A F01 SPRAY FEATURE 1 VORTEX AQUA DOME N°1 (VOR 0555) (SAFESWAP N°1) 18 18A F02 SPRAY FEATURE 1 VORTEX JET STREAM N°1 (VOR 7512) 3 3A F03 SPRAY FEATURE 1 VORTEX SINGLE LEAF (VOR 7269) (SAFESWAP N°1) 8 8A F04 PLAY STRUCTURE 1 VORTEX CUSTOM L2-150B 142 142BACKWASH FLOW 177 GPMFILTRATION RATE 7.29 GPM/FT²TURNOVER/VOLUME/FLOW 120 MIN. 0 GAL. 0 GPMTURNOVER/VOLUME/FLOW 60 MIN. 0 GAL. 0 GPMCIRCULATION RATE 172 GPMPOOL VOLUME 15,473 GALLONSPOOL WATER TEMPERATURE 80°FWATER SURFACE AREA 1,903 SQUARE FEETPOOL PERIMETER 186 FEETDESCRIPTION QTY UNITSPOOL A-LEISURE POOL DATASCHEDULE - BASIS OF DESIGN - POOL APOOL ID EQUIPMENT ID EQUIPMENT QTY MANUFACTURER DESCRIPTIONA 01 POOL LIFT 1 SR SMITH, AQUA CREEK, OR EQUAL STANDARD ANCHORED, ROTATIONAL POOLLIFT, WITH 400 LB MINIMUM LIFTINGCAPACITY. MUST MEET ALL APPLICABLE ADAREQUIREMENTS, WHILE MAINTAININGREQUIRED DECK CLEARANCE. PACKAGE TOINCLUDE ARMRESTS, ANCHOR, LIFT COVER,BATTERY CHARGER, AND CADDYA 02 LIGHT & NICHE 2 PENTAIR INTELLIBRITE, WHITE LED POOL LIGHT, 300WEQUIVALENCY, 120V, WITH SS FACE RING,PROVIDE COMPLETE WITH PENTAIR POOLPRODUCTS LARGE SS NICHES WITH 1" REARHUB.A 03 SAFETY PAD 1 RENOSYS 4” THICK SOFTSIDE SLIP RESISTANT PADDEDSAFTEY FLOORING WITH SAFETY NETTINGA 04 BARRIERSTANCHION4 PARAGON AQUATICS, SPECTRUMAQUATICS, SR SMITH OR EQUAL1.900” OD x .145 WALL x 3'-6”, PROVIDESLIDING COLLAR, WITH EYE BOLT6/20/2025 60% CONSTRUCTION DOCUMENT90% CONSTRCTION DOCUMENTSPage 64 of 81 NR 25' - 3"R 20' - 0"R 13' - 0"R 27' - 0"R 8' - 0"R 8' - 0"R 26' - 0"R 19' - 0"R 12' - 0"R 33' - 6"R 33' - 6"R 28' - 11"R 16' - 0"R 25' - 9"[2275]7' - 6"[3575]11' - 8 3/4"[400]1' - 4"[50]1 3/4"[11700]38' - 4 1/4"[3050]10' - 0"[21000]68' - 11"[16325]53' - 7"[12375]40' - 7 1/2"[5975]19' - 7"R 25' - 10"R 5' - 0"R 25' - 10"R 27' - 5"[1 9 5 0 ]6 ' - 5 1 /4 "[1950]6' - 5"R 21' - 0"N -7054511.04E -2365588.16N -7054456.50E -2365615.28N -7054466.85E -2365611.93N -7054456.60E -2365635.58N -7054468.07E -2365631.49N -7054471.02E -2365629.52R 26' - 0"[750] 2' - 6" [3 8 5 0 ] 1 2 ' - 7 1 /2 "[5350]17' - 6 1/4"[1 0 4 2 5 ]3 4 ' - 2 3 /4 "[2325]7' - 7 1/2"DIMENSIONING NOTES:1. ALL DIMENSIONS ARE SHOWN FROM POOL FINISH TO POOL FINISH (THIS SHEET)World Leaders in Aquatic Planning, Design and Engineering100 Park Avenue | Beaver Dam, WI 53916t 920.887.7375 | #24327This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.#DATE DESCRIPTIONCLIENTPROJECT NO.Parkhill.comTrophy Club, TX INTERIM REVIEWTHESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR PERMIT OR CONSTRUCTION PURPOSES.6/20/2025 11:31:45 AM243271 TROPHY WOOD DRIVE TROPHYCLUB, TX 76262TOWN OF TROPHY CLUBPL111POOL A - LEISUREPOOL DIMENSIONPLANTrophy Club CommunityPool RenovationPLAN VIEW1/4" = 1'-0"PL1111POOL A - LEISURE POOL DIMENSION6/20/2025 60% CONSTRUCTION DOCUMENT90% CONSTRCTION DOCUMENTSPage 65 of 81 Pool Deck Level-603' -10 13/16"Pool Static Water Level-604' -4 13/16"[925]WD3' - 0 1/2"[600]WD2' - 0"[450]WD1' - 6"[300]WD1' - 0"[150]WD6"F011:14PL1013PL1142PL1146[450]1' - 6"A02PL1144/2PL101F04WALL BACKFILLPOOL BASE[925]WD3' - 0"A03/7PL114Pool Deck Level-603' -10 13/16"Pool Static Water Level-604' -4 13/16"[150]WD6"PL11421:141:14PL1123F04WALL BACKFILLPOOL BASEWDVARIESPool Deck Level-603' -10 13/16"Pool Static Water Level-604' -4 13/16"HORIZONTALSURFACE (WET)QAC06AVERTICALSURFACE (WET)QAC06ATILE - WATERLINEKT1C01ASR2C07BENCH ANDSUNLEDGENOSING -CONSTRASTINGA[150]WD6"WDVARIESPL1142VERTICALSURFACE (WET)QAC06AWorld Leaders in Aquatic Planning, Design and Engineering100 Park Avenue | Beaver Dam, WI 53916t 920.887.7375 | #24327This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.#DATE DESCRIPTIONCLIENTPROJECT NO.Parkhill.comTrophy Club, TX INTERIM REVIEWTHESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR PERMIT OR CONSTRUCTION PURPOSES.6/20/2025 11:31:47 AM243271 TROPHY WOOD DRIVE TROPHYCLUB, TX 76262TOWN OF TROPHY CLUBPL112POOL A - LEISUREPOOL SECTIONSTrophy Club CommunityPool RenovationSECTION VIEW1/4" = 1'-0"PL1121POOL A - LEISURE POOLSECTION VIEW1/4" = 1'-0"PL1122POOL A - LEISURE POOLSECTION VIEW1" = 1'-0"PL1123POOL A - LEISURE POOL6/20/2025 60% CONSTRUCTION DOCUMENT90% CONSTRCTION DOCUMENTSPage 66 of 81 POOL FINISH ORDECK LEVEL3APL113F03NOTE:PLAY STRUCTURE NOT SHOWN FOR CLARITY 2APL113F01F01PL1131[1150]3' - 9"F03PL1131[2750] 9' - 0"CONCRETE SLAB;FOR STRUCTURAL REINFORCING; REFER TO AQUEOUS DRAWINGSSAFESWAP™ ANCHORING SYSTEM TO BE INSTALLED LEVEL, PLUMB & FLUSH TO FINISHED GRADE -SEE FEATURE SCHEDULE FOR SAFESWAP TYPEWATER LINE INLET 2" (51mm) NPT LINE CONNECTION. REFER TO PIPING PLAN FOR LINE SIZING DETAILS.3/8" (10mm) EARTH GROUNDING STUD4 X 3/4" (20mm) S.S. HEIGHT & LEVELING CONTROL ANCHOR STUDS WITH HARDWARE. DRILL & EPOXY GROUT STUDS.FOR SUBGRADE; SEE AQUEOUS DRAWINGSWATER FEATURE; SEE FEATURE SCHEDULENOTE:CONFIRM ANCHOR TYPE & ALL INSTALLATION REQUIREMENTS WITH VORTEX PRIOR TO INSTALL. World Leaders in Aquatic Planning, Design and Engineering100 Park Avenue | Beaver Dam, WI 53916t 920.887.7375 | #24327This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.#DATE DESCRIPTIONCLIENTPROJECT NO.Parkhill.comTrophy Club, TX INTERIM REVIEWTHESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR PERMIT OR CONSTRUCTION PURPOSES.6/20/2025 11:31:52 AM243271 TROPHY WOOD DRIVE TROPHYCLUB, TX 76262TOWN OF TROPHY CLUBPL113POOL A - LEISUREPOOL DETAILSTrophy Club CommunityPool Renovation6/20/2025 60% CONSTRUCTION DOCUMENTPLAN VIEW3/8" = 1'-0"PL1133VOR 7269 - SINGLE LEAFPLAN VIEW3/8" = 1'-0"PL1132VOR 0555 - AQUA DOME N°1SECTION VIEW3/8" = 1'-0"PL1132AVOR 0555 - AQUA DOME N°1SECTION VIEW3/8" = 1'-0"PL1133AVOR 7269 - SINGLE LEAFDETAIL VIEW1 1/2" = 1'-0"PL1131ANCHOR DETAIL - VORTEX SAFESWAP90% CONSTRCTION DOCUMENTSPage 67 of 81 SWLSWLSWLSWL[50]2"[50]1 1/2"[250]9 1/2"[25]1 1/2"[50]2"SEAL GUTTER TRENCH W/ ADHESIVE WATERPROOF BONDCOATFOR STRUCTURAL REINFORCING BOND BREAKER, BY DECK CONTRACTOREJ BY DECK CONTRACTORSEE DECK DRAWINGS FOR POOL DECK.BY DECKCONTRACTOR BY POOLCONTRACTOR .[450]1' - 6"HORIZONTALSURFACE (WET)QAC06ALBC01ROLLBACKASR1C01TILE - TRIM TILEA12" WIDE PARALLEL PVC GRATINGWITH PVC CURB ANGLE. SEESPECIFICATION SECTION 131142.SR1C01TILE - TRIM TILEA[75]2 1/2"[175]7 1/8".BY DECKCONTRACTOR BY POOLCONTRACTOR .EJ BY DECK CONTRACTORBOND BREAKER, BY DECK CONTRACTORSEE DECK DRAWINGS FOR POOL DECKTILE - WATERLINEKT1C01AVERTICALSURFACE (WET)QAC06ALBC01INTERMEDIATESTEGMEIEREDGEA[150]FREEBOARD6"[25]1 1/4"[50]2 1/4"[25]1 1/8"FORM AND FORM TIEFOR STRUCTURAL REINFORCING, VARIESWD[150]FREEBOARD6"TILE - WATERLINEKT1C01AVERTICALSURFACE (WET)QAC06AHORIZONTALSURFACE (WET)QAC06APL1141LBC01INTERMEDIATESTEGMEIEREDGEACAULK JOINTDEPRESS EDGE OF FLOORSO STEGMEIER EDGE CAN BE POURED IN PLACE [200]MIN8"LBC01INTERMEDIATESTEGMEIEREDGEAEXPANSION JOINT BY DECK CONTRACTOR[450]1' - 6"VARIES[450]1' - 6"PL1141FOR STRUCTURAL REINFORCING VERTICALSURFACE (WET)QAC06AHORIZONTALSURFACE (WET)SR1C06AVERTICALSURFACE (WET)QAC06ASR2C07BENCH ANDSUNLEDGENOSING -CONSTRASTINGAHORIZONTALSURFACE (WET)QAC06AEXPANSION AND CONTROL JOINTS TO BE FINISHED COMPLETELY AROUND COPING FACECONTROL JOINT -USE STEGMEIER "FRONTIER" JOINT MATERIAL AND NOSE CAP OR SAW CUT. CONTROL JOINTS SHALL BE SPACED UNIFORMLY WITH A 4'-0" MAX DISTANCE BETWEEN JOINTSEXPANSION JOINT BY POOL CONTRACTOR -MATCH JOINT LOCATIONS OF POOL WALL WITH COPING JOINTSDECKSEE TYP WALL DETAILBY DECK CONTRACTORBY POOL CONTRACTORMOUNTING DETAILPOOL FLOOR; THICKNESS VARIESMOUNTING PLATEGROUND WIRESS EXPANSIONTAMP-IN ANCHORSAFETY PADTUCK NET UNDER MOUNTING TUB2" x 2" x 3/4" POLYPROPYLENE ROPE NET WITH SS SNAP HOOKS AT TOP11 42" 2 " (4)-3/8" 4-1/2"NOTES:1. ONE STANCHION ANCHOR IS REQUIRED FOR ANCHORAGE OF EACH STANCHION2. SEE PLANS FOR STANCHION LOCATIONS3. MAX STANCHION SPACING IS 8'-0" OCWorld Leaders in Aquatic Planning, Design and Engineering100 Park Avenue | Beaver Dam, WI 53916t 920.887.7375 | #24327This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.#DATE DESCRIPTIONCLIENTPROJECT NO.Parkhill.comTrophy Club, TX INTERIM REVIEWTHESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR PERMIT OR CONSTRUCTION PURPOSES.6/20/2025 11:31:53 AM243271 TROPHY WOOD DRIVE TROPHYCLUB, TX 76262TOWN OF TROPHY CLUBPL114POOL A - LEISUREPOOL DETAILSTrophy Club CommunityPool RenovationDETAIL VIEW1 1/2" = 1'-0"PL1146POOL WALL - ROLLBACKDETAIL VIEW3" = 1'-0"PL1141POOL WALL - FORMED EDGEDETAIL VIEW1 1/2" = 1'-0"PL1142POOL WALL - FORMED EDGEDETAIL VIEW3" = 1'-0"PL1145POOL WALL/DECK TRANSITIONDETAIL VIEW1 1/2" = 1'-0"PL1144POOL WALL - BENCH6/20/2025 60% CONSTRUCTION DOCUMENTDETAIL VIEW1" = 1'-0"PL1143CONTROL & EXPANSION JOINTDETAIL VIEW1 1/2" = 1'-0"PL1147ACTIVITY - SAFETY BARRIER ANCHORING90% CONSTRCTION DOCUMENTSPage 68 of 81 NSLIDE SUPPLY AND RETURN PIPING, SEE PL300B -SLIDE 2B -SLIDE 1B015PL120PL1217B01B01B02B01B02STANDARD SLIDE NOTES:1.INCLUDE A LOCKING GATE AT ENTRY TO STAIR TOWER2.PROVIDE DECK MOUNTED RAILING SYSTEM AROUND ANY OBSTRUCTION FROM SLIDE OR SUPPORT SYSTEM WHICH ARE LOWER THAN 7'-0" FROM DECK ELEVATION.3.SEE SLIDE MANUFACTURER'S DRAWINGS FOR FOOTINGS AND PIERS TO BE INCLUDED IN THE BASE BID.[50]1 1/2"[50]2"1/4"x20x1 DEEP SIMPSON 316L STAINLESS STEEL DROP ANCHOR, MODEL #DIA 256SS TO SECURE GRATING1 1/2" STRONGWELL DURAGRID I-4000, I BAR GRATING 43" W x 40" L x 1 1/2" BAR HEIGHT, 40% OPEN AREA, WITH UV INHIBITOR AND ANTI-SKID GRIT SURFACE. COLOR BY ARCHITECT.1/4"x20x1 BRONZE SOCKET HEAD CAP SCREWINSIDE FACE OF SUMP WALLCROSS RODI-4000 316L STAINLESS STEEL INSERT CLIP, MODEL #758NOTE:IF MULTIPLE GRATE PANELS ARE REQUIRED, INSTALL DURAGRID I-4000 INSERT CLIP HOLD-DOWNS, MODEL #758 AND 1 1/2"x1 1/2"x3/16" PVC ANGLE UNDERBAR AT MIDSPAN TO CONNECT MULTIPLE PANELS IF SUMP IS LONGER THAN 60". IF MULTIPLE PANELS ARE REQUIRED, THEY ARE TO BE EQUAL LENGTHS.N4PL1203PL120Pool Deck Level-603' -10 13/16"FOR STRUCTURAL REINFORCING, WALL BACKFILLBASESlide Level-602' -8 13/16"[4150]13' - 7"[1100]3' - 7"[1100]3' - 7"[925]3' - 0"[550]1' - 10"PL1206Pool Deck Level-603' -10 13/16"Slide Level-602' -8 13/16"FOR STRUCTURAL REINFORCING, WALL BACKFILLBASE[925]3' - 0"[1025]3' - 4"[925]3' - 0"PL1206Pool Deck Level-603' -10 13/16"Slide Level-602' -8 13/16"[175]7"[175]7"[1075]3' - 6"B01[925]3' - 0"PL1214/5PL121[350]1' - 2"World Leaders in Aquatic Planning, Design and Engineering100 Park Avenue | Beaver Dam, WI 53916t 920.887.7375 | #24327This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.#DATE DESCRIPTIONCLIENTPROJECT NO.Parkhill.comTrophy Club, TX INTERIM REVIEWTHESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR PERMIT OR CONSTRUCTION PURPOSES.6/20/2025 11:32:02 AM243271 TROPHY WOOD DRIVE TROPHYCLUB, TX 76262TOWN OF TROPHY CLUBPL120POOL B - SLIDECOMPLEXTrophy Club CommunityPool RenovationPLAN VIEW1/8" = 1'-0"PL1201SYSTEM B - SLIDE COMLEXSCHEDULE - SLIDE DATAPOOL IDSLIDE INFORMATION TOWER INFORMATIONSLIDE TYPE MANUFACTURER SLIDE LENGTH (FT) SLIDE HEIGHT (FT) SLIDE FLOW (GPM) TOWER HEIGHT (FT) TOWER MATERIAL RAILING TYPEB SLIDE 1 VORTEX 79.67 19.25 300 19.25 CONCRETE FIBERGLASSB SLIDE 2 VORTEX 156.00 19.25 300 19.25 CONCRETE FIBERGLASS6/20/2025 60% CONSTRUCTION DOCUMENTDETAIL VIEW3" = 1'-0"PL1206SUMP GRATINGPLAN VIEW1/2" = 1'-0"PL1202SYSTEM B - ENLARGED SLIDE SUMPSECTION VIEW1/2" = 1'-0"PL1203SLIDE SUMPSECTION VIEW1/2" = 1'-0"PL1204SLIDE SUMPSCHEDULE - CUSTOM RAILGOODS - POOL BPOOL ID EQUIPMENT ID EQUIPMENT QTY MANUFACTURER DESCRIPTIONB 01 HAND RAIL 2 PARAGON AQUATICS, SPECTRUMAQUATICS, SR SMITH OR EQUALCUSTOM FABRICATED, 316L SS, 1.50” OD x .120 WALL THICKNESS, 500 GRITFINISH MIN.SCHEDULE - BASIS OF DESIGN - POOL BPOOL ID EQUIPMENT ID EQUIPMENT QTY MANUFACTURER DESCRIPTIONB 01 ESCUTCHEON PLATE 4 PARAGON AQUATICS, SPECTRUMAQUATICS, SR SMITH OR EQUALSTAINLESS STEEL ROUND ESCUTCHEON FOR 1.50" O.D. RAILSB 02 WEDGE ANCHOR 4 PARAGON AQUATICS, SPECTRUMAQUATICS, SR SMITH OR EQUALCAST BRONZE, 4-1/4" LONG, ACCEPTS 1.500" OD TUBINGSECTION VIEW1" = 1'-0"PL1205SLIDE STAIR90% CONSTRCTION DOCUMENTSPage 69 of 81 DECKT.O.C. ELEV. REFER TOSLIDE SHOP DRAWINGSDECKT.O.C. ELEV. REFER TOSLIDE SHOP DRAWINGSDECKDECKCOLUMN1/2" EXPANSION JOINT AND CAULKSLOPE DECK AWAY FROM COLUMN℄NON-SHRINK, NON-METALIC STRUCTURAL GROUT. SLOPE TO DRAIN. PROVIDE WEEP HOLES AS REQUIRED BY THE MANUFACTURER. REFER TO SLIDE SHOP DRAWINGSHAND RUBBEDCONCRETEFCC01BSLIDE COLUMN (SEE NOTE 1)REINFORCED CONCRTE PEDESTAL (SEE NOTES 2 & 4)REINFORCED CONCRTE SLIDE SUPPORT FOUNDATION (SEE NOTES 2, 3, & 4)(SEE NOTE 5)FOUNDATION DEPTH/1PL1211/2" EXPANSION JOINT AND CAULKSLOPE DECK AWAY FROM COLUMNNON-SHRINK, NON-METALIC STRUCTURAL GROUT. SLOPE TO DRAIN. PROVIDE WEEP HOLES AS REQUIRED BY THE MANUFACTURER. REFER TO SLIDE SHOP DRAWINGSCOLUMN℄HAND RUBBEDCONCRETEFCC01BSLIDE FLUME SUPPORT. (SEE NOTE 1)REINFORCED CONCRTE PEDESTAL (SEE NOTES 2 & 4)REINFORCED CONCRTE SLIDE SUPPORT FOUNDATION (SEE NOTES 2, 3, & 4)(SEE NOTE 5)FOUNDATION DEPTH/1PL121SLIDE COLUMN & FLUME SUPPORT NOTES:1. DESIGN AND INSTALLATION OF SLIDE FIBERGLASS, SLIDE TOWER, AND STEEL SUPPORT SYSTEM SHALL BE THE RESPONSIBILITY OF THE SLIDE VENDOR. 2. STRUCTURAL DESIGN OF CONCRETE SLIDE SUPPORT PEDESTALS & FOUNDATIONS SHALL BE BY THE SLIDE VENDOR IN COMPLIANCE WITH THE PROJECT GEOTECHNICAL REPORT. DETAILS PROVIDED ARE REPRESENTATIVE OF SPREAD FOOTINGS, THEY ARE NOT SITE SPECIFIC, AND MAY NOT REFLECT THE FINAL ENGINEERED FOUNDATION TYPE. POOL CONTRACTOR SHALL REFER TO SLIDE VENDOR ENGINEER'S STRUCTURAL SHOP DRAWINGS FOR FINAL DETAILS & SPECIFICATIONS, INCLUDING PEDESTAL & FOUNDATION SIZES, ELEVATIONS AND REINFORCING STEEL. 3. SLIDE FOUNDATION DESIGN SHALL BE COORDINATED SUCH THAT SLIDE LOADS DO NOT SURCHARGE BUILDING, POOLS, POOL PIPING, OR OTHER NEARBY STRUCTURES. 4. GENERAL CONTRACTOR, POOL CONTRACTOR, & SLIDE VENDOR/INSTALLER SHALL COORDINATE SLIDE TOWER & SLIDE SUPPORT SYSTEM INSTALLATION, INCLUDING CONCRETE EMBEDS, REINFORCEMENT AND ANCHORS. 5. ALL EXCAVATION FOR SLIDE FOUNDATIONS SHALL BE PERFORMED BY THE POOL CONTRACTOR AND COORDINATED WITH THE GENERAL CONTRACTOR & SLIDE VENDOR/INSTALLER. SEE SLIDE VENDOR ENGINEER'S STRUCTURAL SHOP DRAWINGS FOR FOUNDATION DEPTHS AND SIZES.45° MITER @ TOP ON ALL FOUR SIDES6" Ø HDPE POST BY POOL CONTRACTORCUT SONOTUBE DOWN 6" AFTER DECK INSTALLATION. GROUT IN FILL SONOTUBE AFTER POST INSTALLATION10" DIAMETER SONOTUBE. PLACE PRIOR TO DECK POURCONCRETE BASESTRUCTURAL FILL[50]2"[250]10"4'-2" (5'-6" POST)1'-4" (5'-6" POST)6" Ø HDPE POST AT 8'-0" OC MAXM1250 2"x2" MESH NETTING. 40" HIGH. RUN MESH NETTING CONTINUOUS ACROSS INSIDE FACE OF POSTS.1 1/4" DIA POLYPROPYLENE ROPE TOP AND BOTTOM. SECURE ROPE, NETTING AND CORD BY INTERNATIONAL CORDAGE EAST.[25]SAG: 1" MAX.[25]SAG: 1" MAX.4' - 2"3' - 8"GAP4" MAXPL1216THICKENED SLAB; SEE NOTE 2 & 3WEDGE ANCHOR BODY; BOND AS REQUIRED[100]4"POOL/DECK FINISH;SEE FINISH SCHPLANSECTIONNOTES:1. INSTALL ANCHORS IN LINE WITH RAIL.2. CONCRETE CLEAR COVER AT ANCHOR SHALL BE 3”MINIMUM.THICKEN SLAB IF NECESSARY TO ACHIEVE MIN COVER.3. WHEN SECOND LAYER OF CONCRETE IS LOCATED DIRECTLY BELOW SLAB IN WHICH ANCHOR IS PLACED (I.E. STAIRS), CLEAR COVER OF CONCRETE AT ANCHOR IN UPPER SLAB SHALL BE 2”MIN.ESCUTCHEON PLATENOTES:1. CONTRACTOR TO PURCHASE AND INSTALL RAIL GOODS IN ACCORDANCE WITH ALL APPLICABLE CODES AND STANDARDS OF PARTIES HAVING JURISDICTION.2. CONTRACTOR TO VERIFY HANDRAIL DIMENSIONS PRIOR TO FABRICATION.1 1/2" MIN.[100]4" MIN.PROVIDE 1 1/2" CLEARANCE BETWEEN HAND RAIL EDGE AND ADJACENT SURFACEPROVIDE SUFFICIENT CLEARANCE TO ALLOW ANCHOR ESCUTCHEON TO BE INSTALLED WITHOUT ENCROACHING UPON ADJACENT SURFACEWEDGE ANCHORDETAIL VIEWNONEPL1211SLIDE COLUMN & FLUME SUPPORT NOTESDETAIL VIEW3/4" = 1'-0"PL1212SLIDE COLUMN SUPPORTDETAIL VIEW3/4" = 1'-0"PL1213SLIDE FLUME SUPPORTWorld Leaders in Aquatic Planning, Design and Engineering100 Park Avenue | Beaver Dam, WI 53916t 920.887.7375 | #24327This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.#DATE DESCRIPTIONCLIENTPROJECT NO.Parkhill.comTrophy Club, TX INTERIM REVIEWTHESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR PERMIT OR CONSTRUCTION PURPOSES.6/20/2025 11:32:02 AM243271 TROPHY WOOD DRIVE TROPHYCLUB, TX 76262TOWN OF TROPHY CLUBPL121POOL B - SLIDECOMPLEX DETAILSTrophy Club CommunityPool Renovation6/20/2025 60% CONSTRUCTION DOCUMENTDETAIL VIEW3/4" = 1'-0"PL1216BARRIER - DECK POST INSTALLATIONDETAIL VIEW1" = 1'-0"PL1217BARRIER – DECK POST/NET/ROPE BARRIERDETAIL VIEW3" = 1'-0"PL1214ANCHOR - WEDGEDETAIL VIEW3/4" = 1'-0"PL1215RAILING OFFSET TO ADJACENT SURFACE90% CONSTRCTION DOCUMENTSPage 70 of 81 DESIGN IS IN ACCORDANCE WITH THE STATE OF <INSERT STATE> AND THE 2015 INTERNATIONAL BUILDING CODE AS AMENDED TO DATE.STRUCTURAL DRAWINGS AND POOL DRAWINGS MUSTBE USED IN CONJUNCTION WITH EACH OTHER. POOL DRAWINGS DICTATE ALL FINAL CONDITIONS OF POOL, FEATURES, AND DIMENSIONS OF POOL SHELL, INCLUDING POOL FINISH. UNLESS OTHERWISE INDICATED, STRUCTURAL DIMENSIONS ARE CONCRETE TO CONCRETE, AND DICTATE REQUIRED THICKNESSES FOR STRUCTURAL INTEGRITY ONLY.SOIL PARAMETERS FOR POOL STRUCTURAL DESIGN1. POOL DESIGNED FOR EMPTY AND FULL CONDITIONS.2. ALL SOIL PARAMETERS FOR THE POOL STRUCTURAL DESIGN ARE BASED UPON RECOMMENDATIONS FROM THE GEOTECHNICAL REPORT BY <INSERT COMPANY NAME>, DATED <INSERT DATE>. SUBGRADE PREPARATION OF THE SOILS BELOW THE POOL BASE LAYER IS THE RESPONSIBILITY OF THE CONTRACTOR PREPARING THE REMAINDER OF THE SITE AND SHALL BE EXECUTED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. OVER EXCAVATION OF FILL SOIL MAY BE REQUIRED PER THE GEOTECHNICAL ENGINEER.3. STATED NET ALLOWABLE SOIL BEARING CAPACITY = <GET FROM PM>PSF4. STATED EQUIVALENT FLUID PRESSURE = <GET FROM PM>PSF/FT5. AN UNDERDRAIN SYSTEM, BY OTHERS, IS PROVIDED TO MITIGATE GROUNDWATER WHEN THE POOL IS EMPTY.6. ASSUMED SETTLEMENT AND/OR PVR FOR THE POOL DOES NOT EXCEED 1/2" TOTAL MOVEMENT AND 1/4" DIFFERENTIAL MOVEMENTASSUMED SOIL PARAMETERS FOR POOL STRUCTURAL DESIGN1. POOL DESIGNED FOR THE EMPTY CONDITION (CONTROLLING CASE)2. IF ANY OF THE CRITERIA LISTED BELOW ARE NOT MET THEN THE POOL’S STRUCTURAL DESIGN SHOULD BE RE-EVALUATED BY THE POOL STRUCTURAL ENGINEER.• SOIL BEARING CAPACITY 2,500 PSF MINIMUM• AT-REST EQUIVALENT FLUID PRESSURE 55 PSF/FT MAXIMUM• SOIL GROUNDWATER TABLE ELEVATION BELOW BOTTOM OF POOL FLOOR• SETTLEMENT AND/OR PVR DOES NOT EXCEED 1/2" TOTAL MOVEMENT AND1/4" DIFFERENTIAL MOVEMENTSTRUCTURAL NOTES1. REINFORCEMENT AT WALL CORNERS AND WALL BENDS SHALL BE DETAILED PER THE ASSOCIATED TYPICAL DETAILS. CORNER AND BEND BARS SHALL BE THE SAME SIZE AND SPACING AS THE TYPICAL HORIZONTAL WALL REINFORCING OF THE ASSOCIATED WALLS.2. UNLESS OTHERWISE INDICATED, ALL WALL REINFORCEMENT BARS SHALL BE CONTINUOUS AROUND CORNERS. REINFORCEMENT SHALL BE EXTENDED INTO CONNECTING WALLS. UNLESS OTHERWISE INDICATED, CONTRACTOR MAY SPLICE CONTINUOUS SLAB BARS AT LOCATIONS OF THEIR CHOOSING, EXCEPT THAT TOP BAR SPLICES SHALL BE LOCATED AT MID-SPAN AND BOTTOM BAR SPLICES SHALL BE LOCATED AT SUPPORTS. ALL REINFORCEMENT BENDS AND LAPS, UNLESS OTHERWISE INDICATED, SHALL SATISFY THE MINIMUM REQUIREMENTS FOR CLASS B SPLICES.3. FOR REINFORCEMENT AT WALL OR FLOOR SLAB PENETRATIONS, SEE4. MINIMUM POURED CONCRETE DESIGN STRENGTH = 4500 PSI, MINIMUM SHOTCRETE DESIGN STRENGTH = 5000 PSIREINFORCEMENT NOTES: 60KSI, A615, DEFORMED BARS1. REINFORCEMENT SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI "MANUAL OF CONCRETE PRACTICE", LATEST EDITION, UNLESS OTHERWISE NOTED.2. ALL LAPS SHALL BE CLASS "B" PER ACI 318 UNLESS OTHERWISE NOTED ON THE DESIGN DRAWINGS. USE TOP BAR LAP LENGTHS FOR ALL HORIZONTAL WALL BARS AND FOR TOP BARS IN SLABS AND BEAMS OVER 14" DEEP3. LAP LENGTH SHALL BE SPECIFICALLY NOTED ON PLACING DRAWINGS WHERE MORE THAN ONE BAR MAKES UP A CONTINUOUS STRING.4. TIE POOL REINFORCING STEEL WITH 18-GAUGE ANNEALED WIRE AS SPECIFIED IN THE CRSI 63 RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS. ALL TIE WIRES SHALL BE "MADE TIGHT" FOR ELECTRICAL BONDING PURPOSES, AS REQUIRED PER .5. ALL HOOKS SHALL BE STANDARD HOOKS UNLESS NOTED OTHERWISE.6. REINFORCING IN SINGLE MAT SECTIONS SHALL BE CENTERED IN THE SECTION, UNLESS SHOWN OTHERWISE IN DETAILS.REINFORCING STEEL MINIMUM CLEAR COVER REQUIREMENTSCOORDINATE WITH REINFORCEMENT STEEL PLACING REQUIREMENTS1. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH2. 2" TYPICAL ALL ELSE, UNLESS NOTED OTHERWISE ON DETAILS REINFORCEMENT CLASS "B" LAP LENGTHSBASED UPON 4500 PSI CONCRETE AND 60 KSI REINFORCING STEEL/1PL210NOTEGEOTECHNICAL PARAMETERSSTRUCTURAL AND REINFORCEMENT NOTESSCHEDULE NOTES* WHEN A SECTION CONTAINS ONLY ONE MAT OF REINFORCING, THE REINFORCING STEEL SHALL BE CENTERED IN THE SECTIONSCHEDULE ABBREVIATIONS:OC ON CENTEREF EACH FACEFF FRONT FACEBF BACK FACEEW EACH WAYBAR SIZE#3#4#5#6#7#8#9#10 #11‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾GR-60 TOP BAR1'-11"2'-7"3'-2"3'-10"5'-7"6'-4"7'-1"7'-11"8'-8"[584][787][965][1168][1702][1930][2159][2413][2642]GR-60 OTHER BAR1'-6"2'-0"2'-6"2'-11"4'-3"4'-11"5'-6"6'-1"6'-8"[457][610][762][889][1295][1499][1676][1854][2032]STANDARD HOOK DIMENSIONBAR SIZE#3#4#5#6#7#8#9#10 #11‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾HOOK LENGTH7"9"1'-0"1'-2"1'-4"1'-6"1'-11"2'-2"2'-5"[178][229][305][356][406][457][587][661][736]Project Number: 2025-2000.XXPhone 920 / 592 9440AH001AH001AH001AH001AH001A H 0 0 1 AH001 A H 0 0 1 A H 001World Leaders in Aquatic Planning, Design and Engineering100 Park Avenue | Beaver Dam, WI 53916t 920.887.7375 | #24327This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.#DATE DESCRIPTIONCLIENTPROJECT NO.Parkhill.comTrophy Club, TX INTERIM REVIEWTHESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR PERMIT OR CONSTRUCTION PURPOSES.6/20/2025 11:32:14 AM243271 TROPHY WOOD DRIVE TROPHYCLUB, TX 76262TOWN OF TROPHY CLUBPL200STRUCTURAL NOTES,PLAN(S) ANDSCHEDULETrophy Club CommunityPool RenovationPLAN VIEW1/4" = 1'-0"PL2001POOL A - LEISURE POOL STRUCTURALSCHEDULE - STRUCTURAL REQUIREMENTS - POOL ADetail Pool IDAPPLICABLE STRUCTURAL WALL HEIGHTRANGE (FOR PLAN REFERENCE ONLY)WALL FLOORWall HeightRange IDMinimumApplicable WallHeightMaximumApplicable WallHeightABFreeboardHeightCBackfillThicknessDEBedding CourseThicknessFHeelGFooting LengthHThickness# of Mats ofReinforcementHorizontalReinforcementVerticalReinforcementThickness# of Mats ofReinforcementReinforcement Thickness ReinforcementAA H001N90% CONSTRCTION DOCUMENTSPage 71 of 81 2PL2013PL201Pool Deck Level-603' -10 13/16"Slide Level-602' -8 13/16"Pool Deck Level-603' -10 13/16"Slide Level-602' -8 13/16"World Leaders in Aquatic Planning, Design and Engineering100 Park Avenue | Beaver Dam, WI 53916t 920.887.7375 | #24327This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.#DATE DESCRIPTIONCLIENTPROJECT NO.Parkhill.comTrophy Club, TX INTERIM REVIEWTHESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR PERMIT OR CONSTRUCTION PURPOSES.6/20/2025 11:32:17 AM243271 TROPHY WOOD DRIVE TROPHYCLUB, TX 76262TOWN OF TROPHY CLUBPL201STRUCTURAL PLAN(S)AND SECTIONSTrophy Club CommunityPool RenovationPLAN VIEW1/4" = 1'-0"PL2011SYSTEM B - SLIDE COMLEX STRUCTURALSECTION VIEW1/2" = 1'-0"PL2012REINFORCING - SLIDE RUNOUT TANKNSECTION VIEW1/2" = 1'-0"PL2013REINFORCING - SLIDE RUNOUT TANK90% CONSTRCTION DOCUMENTSPage 72 of 81 ADD (1) #5 x 4'-0" DIAGONAL AT EACH CORNER FOR EACH LAYER OF REINFORCING. EXTEND ADDITIONAL REINFORCEMENT PAST OPENING BY 2D, 2W OR 2L AS INDICATED (2'-0" MINIMUM)STEEL REINFORCING CUT BAND "B"STEEL REINFORCING CUT BAND "A"1/2 AREA OF BARS AT EACH SIDE EQUAL TO BAND OF BARS CUTNOTES:1. TYPICAL FOR ALL OPENINGS IN CONCRETE WALLS AND SLABS INCLUDING DRAINS UNLESS INDICATED OTHERWISE ON PLANS.2. DO NOT WELD REINFORCEMENT TO PIPE SLEEVES AND INSERTS.3. ALL OPENINGS THROUGH WATERTIGHT TANK REQUIRE WATERSTOPS.4. PROVIDE MINIMUM LAP AS NOTED OR SHOWN ON PLANS (TYPICAL).STEEL REINFORCING CUT BAND "A"STEEL REINFORCING CUT BAND "B"STEEL REINFORCING CUT BAND "A"STEEL REINFORCING CUT BAND "B"STEEL REINFORCING CUT BAND "B"D2D2LLW2WProject Number: 2025-2000.XXPhone 920 / 592 9440World Leaders in Aquatic Planning, Design and Engineering100 Park Avenue | Beaver Dam, WI 53916t 920.887.7375 | #24327This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.#DATE DESCRIPTIONCLIENTPROJECT NO.Parkhill.comTrophy Club, TX INTERIM REVIEWTHESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR PERMIT OR CONSTRUCTION PURPOSES.6/20/2025 11:32:17 AM243271 TROPHY WOOD DRIVE TROPHYCLUB, TX 76262TOWN OF TROPHY CLUBPL210STRUCTURAL DETAILSTrophy Club CommunityPool RenovationNOT TO SCALEDETAIL VIEWPL2101REINFORCING - REINFORCEMENT AT OPENINGS90% CONSTRCTION DOCUMENTSPage 73 of 81 VAULTc o N6" FILTERED WATER (EXISTING TO REMAIN)(LAP POOL)8" GUTTER DRAIN (EXISTING TO REMAIN)(LAP POOL)10" MAIN DRAIN (EXISTING TO REMAIN)(LAP POOL)4" TRENCH DRAIN (ZDE)10" MAIN DRAIN (WADING POOL )3" SKIMMER DRAIN (WADING POOL)4" FILTERED RETURN (WADING POOL)6" FOUNTAIN SUPPLY (WADING POOL)3" JET SUPPLY (WADING POOL)2" BUBBLER SUPPLY (WADING POOL)4" SHEET FLOW SUPPLY (WADING POOL)POOL A SEE PL310POOL B SEE PL320World Leaders in Aquatic Planning, Design and Engineering100 Park Avenue | Beaver Dam, WI 53916t 920.887.7375 | #24327This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.#DATE DESCRIPTIONCLIENTPROJECT NO.Parkhill.comTrophy Club, TX INTERIM REVIEWTHESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR PERMIT OR CONSTRUCTION PURPOSES.6/20/2025 11:32:19 AM243271 TROPHY WOOD DRIVE TROPHYCLUB, TX 76262TOWN OF TROPHY CLUBPL300EXISTING PIPING PLANTrophy Club CommunityPool RenovationPLAN VIEW1" = 10'-0"PL3001EXISTING PIPING6/20/2025 60% CONSTRUCTION DOCUMENT90% CONSTRCTION DOCUMENTSPage 74 of 81 KEY NOTES:1. SUBGRADE: MINIMIZE DISTURBANCE OF EXISTING SOILS ON SIDES AND BELOW PIPE TRENCH DURING EXCAVATION. CLEAR SUBGRADE OF LARGE STONES & ORGANIC MATERIALS. 2. SUBBASE MATERIALS: REQUIRED ONLY IF EXISTING SUBGRADE CONTAINS UNSUITABLE SOILS AND/OR DOES NOT MEET THE REQUIREMENTS OF THE GEOTECHNICAL REPORT FOR UTILITY TRENCHES. 3. EMBEDMENT MATERIALS: ASTM D2487 CLASS 1A OR 1B AGGREGATE, 1.5" MAXIMUM SIZE.4. BEDDING: MINIMUM 6 INCH THICK AGGREGATE LAYER.5. HAUNCHING: PLACE AND COMPACT HAUNCHING MATERIALS UNDER AND AROUND PIPE/S UP TO THE PIPE SPRINGLINE BY HAND TO ASSURE CONTINUOUS AND EFFECTIVE PIPE SUPPORT.6. COVER: MINIMUM 6 INCHES ABOVE TOP OF PIPE. 7. FINAL BACKFILL: USE ON-SITE EXISTING SOILS MEETING THE PROJECT GEOTECHNICAL REPORT REQUIREMENTS FOR BACKFILL MATERIALS. DO NOT USE ORGANIC MATERIAL, CLAY, TOPSOIL, OR OTHER DELETERIOUS SUBSTANCES. SLOPE TRENCH EXCAVATION IN FINAL BACKFILL ZONE AS NEEDED. 8. TRENCH WIDTH FOR EMBEDMENT MATERIALS: MINIMIZE WIDTH TO 6" - 12" BETWEEN TRENCH WALL AND EDGE OF NEAREST PIPE. ALLOW 6" MINIMUM BETWEEN ADJACENT PIPE WALLS WHEN PLACING MULTIPLE PIPES IN A COMMON TRENCH. 9. FINAL GRADE MATERIALS: SEE RELATED PROJECT DRAWINGS AND SPECIFICATIONS FOR SOIL MATERIALS AND PLACEMENT REQUIREMENTS AT FINAL GRADE ELEVATIONS (E.G. DECK, CIVIL, LANDSCAPE, ETC. DRAWINGS).SUBBASEBEDDINGHAUNCHINGINITIAL BACK FILLFINAL BACKFILL742EMBEDMENT MATERIALPIPECOVERPIPE ZONESPRINGLINE OF PIPE63#8GENERAL NOTES:A. SEE SPECIFICATIONS SECTION 13 11 20 FOR ADDITIONAL POOL PIPE TRENCH MATERIAL AND INSTALLATION REQUIREMENTS.B. PLACE ALL PIPE TRENCH MATERIALS IN 6" MAXIMUM LOOSE LIFTS. C. COORDINATE WITH OTHER TRADES AS NEEDED TO ASSURE FOOTING/FOUNDATIONS ABOVE DO NOT LOAD THE PIPES. MAINTAIN PROPER CLEARANCES TO PREVENT UNDERMINING OF ADJACENT FOOTINGS/FOUNDATIONS. 5SUBGRADE1336" MINIMUM9EXCAVATED TRENCH7KEY NOTES:1. SUBGRADE: MINIMIZE DISTURBANCE OF EXISTING SOILS ON SIDES AND BELOW PIPE TRENCH DURING EXCAVATION. CLEAR SUBGRADE OF LARGE STONES & ORGANIC MATERIALS. 2. SUBBASE MATERIALS: REQUIRED ONLY IF EXISTING SUBGRADE CONTAINS UNSUITABLE SOILS AND/OR DOES NOT MEET THE REQUIREMENTS OF THE GEOTECHNICAL REPORT FOR UTILITY TRENCHES. 3. EMBEDMENT MATERIALS: ASTM D2487 CLASS 1A OR 1B AGGREGATE, 1.5" MAXIMUM SIZE.4. BEDDING: MINIMUM 6 INCH THICK AGGREGATE LAYER.5. HAUNCHING: PLACE AND COMPACT HAUNCHING MATERIALS UNDER AND AROUND PIPE/S UP TO THE PIPE SPRINGLINE BY HAND TO ASSURE CONTINUOUS AND EFFECTIVE PIPE SUPPORT.6. COVER: MINIMUM 6 INCHES ABOVE TOP OF PIPE. 7. POOL BEDDING COURSE/SUBBASE. SEE PL200 FOR REQUIREMENTS. 8. TRENCH WIDTH FOR EMBEDMENT MATERIALS: MINIMIZE WIDTH TO 6 - 12" BETWEEN TRENCH WALL AND EDGE OF NEAREST PIPE. ALLOW 6" MINIMUM BETWEEN ADJACENT PIPE WALLS WHEN PLACING MULTIPLE PIPES IN A COMMON TRENCH. SUBBASEBEDDINGHAUNCHING742EMBEDMENT MATERIALPIPECOVERPIPE ZONESPRINGLINE OF PIPE63#8GENERAL NOTES:A. SEE SPECIFICATIONS SECTION 13 11 20 FOR ADDITIONAL POOL PIPE TRENCH MATERIAL AND INSTALLATION REQUIREMENTS.B. PLACE ALL PIPE TRENCH MATERIALS IN 6" MAXIMUM LOOSE LIFTS. 5SUBGRADE13EXCAVATED TRENCHPOOL FLOORMECHANICAL P&ID SYMBOL LEGENDPUMPPUMP WITH INTEGRAL STRAINERSTRAINERREGENERATIVE MEDIA FILTERHIGH RATE SAND FILTER (HORIZONTAL)HIGH RATE SAND FILTER (VERTICAL)POOL HEATERHEAT EXCHANGERUV UNITCHEMICAL CONTROLLERCHEMICAL FEED PUMPPULSAR CHLORINE FEEDERAXIALL CHLORINE FEEDERCO2 FEEDERCHEMICAL STORAGE TANKCO2 STORAGE TANKAUTO FILL WITH SENSORSURGE TANK VENTILATION FANGEAR OPERATED BUTTERFLY VALVELEVER OPERATED BUTTERFLY VALVEPNEUMATIC BUTTERFLY VALVETRUE UNION BALL VALVETRUE UNION CHECK VALVEELECTRONIC MODULATING VALVEMODULATING FLOAT VALVEVENTURISOLENOID VALVECHECK VALVEWYE STRAINERCONCENTRIC REDUCERECCENTRIC REDUCERFLANGED BREAKCOMPOUND GAUGETHERMOMETEREXPANSION JOINTFLOW METER (SENSOR)GMSFMELECTRO-PNEUMATIC MODULATING VALVEPEQUIPMENT TYPESECTION VIEWPLAN VIEWAXIALL ACID FEEDER (ACID RITE)FLOW SWITCHFSPIPING NOTESREFER TO DIVISION 13 SPECIFICATIONS FOR DETAILSPIPINGA. ALL PIPING SHALL BE IN ACCORDANCE WITH THE TEXAS STATE PLUMBING CODE, THE TEXAS DEPARTMENT OF STATE HEALTH SERVICES CODE, THE A.S.T.M. DESIGNATION NUMBER D-1785, AND THE NSF SEAL FOR POTABLE WATER.B. ALL PIPING DESIGNED FOR 6’/SECOND MAX SUCTION VELOCITY AND 8’/SECOND MAXIMUM PRESSURE VELOCITY. C. MAIN DRAIN PIPING AND GUTTER PIPING ARE DESIGNED TO CARRY MINIMUM 100% OF THE RECIRCULATION RATE. D. ALL PIPING MUST BE LAID ON A GRADE SO IT WILL DRAIN COMPLETELY BY GRAVITY TO PREVENT DAMAGE DURING FREEZING WEATHER. MAIN DRAIN LINE PIPING MUST BE LAID ON A GRADE SO THAT (A) ALL PIPING FROM BENEATH THE POOL TO THE ELEVATION CHANGE SHALL PITCH TO DRAIN TO THE POOL MAIN DRAIN SUMPS AND; (B) ALL PIPING FROM THE ELEVATION CHANGE TO THE SURGE TANK SHALL PITCH TO DRAIN TO THE SURGE TANK. E. IN ALL INSTANCES WHERE GRAVITY DRAINAGE IS NOT PROVIDED THE CONTRACTOR SHALL INSTALL DRAIN VALVES SO THAT ALL LINES CAN BE DRAINED COMPLETELY TO SURGE TANK OR ANOTHER APPROVED LOCATION. DRAINAGE PLUGS SHALL BE PROVIDED IN THE PIPING SYSTEM TO ALLOW WINTERIZATION OF THE POOL PIPING.F. CONTRACTOR SHALL PROVIDE OPERATION, FILLING, EMPTYING, WINTERIZATION, AND START-UP INSTRUCTIONS TO OWNER. G. ALL ELEVATIONS TO BE FIELD VERIFIED FOR PROPER PITCH AND DRAINAGE. PITCH TO BE APPROXIMATELY 1”/10’-0”. H. POOL CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE FITTING QUANTITY TO REDUCE TOTAL DYNAMIC HEAD. I. ALL DRAWINGS ARE INTENDED FOR SCHEMATIC USE ONLY. FINAL LOCATIONS SHALL BE FIELD VERIFIED WITH ALL OTHER TRADES, BY CONTRACTOR. CONTRACTOR SHALL COORDINATE ALL WORK WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, STRUCTURAL, PLUMBING, AND CIVIL DRAWINGS. DRAINSA. ALL OVERFLOW AND MAIN DRAIN GRATING SYSTEMS ARE DESIGNED TO CARRY 100% OF RECIRCULATION RATE AT A VELOCITY NOT TO EXCEED 1.5’/SECOND THROUGH THE OPEN AREA OF THE GRATE. B. ALL SUBMERGED DRAIN/OUTLET SYSTEMS SHALL CONFORM WITH THE VIRGINIA GRAEME BAKER ACT AND TO CURRENT ANSI/APSP-16 STANDARD. C. FILTER DRAIN/BACKWASH LINE, POOL DRAIN LINE, SURGE TANK DRAIN LINE, AND SURGE TANK OVERFLOW LINE TO DISCHARGE TO SEWER WITH AN AIR GAP COMPLIANT WITH LOCAL REQUIREMENTS. GAUGES: A. COMPOUND GAUGES TO BE INSTALLED ON ALL PUMP SUCTION AND DISCHARGE LINES. VALVES:A. PROVIDE GEAR-OPERATED SUBSURFACE BUTTERFLY VALVES WITH VALVE STEM EXTENSIONS FOR ALL POOL AND SURGE TANK DRAIN LINES. B. EACH VALVE SHALL HAVE A PERMANENT IDENTIFYING LABEL OR TAG ATTACHED TO IT. THE SEQUENCE OF OPERATION, BRIEFLY STATED, SHALL BE PROMINENTLY DISPLAYED. FLOW METERS: A. FLOW METERS SHALL BE PROVIDED IN THE FILTRATION PUMP DISCHARGE LINE AND IN EACH INLET RETURN LINE, AS INDICATED ON THE DRAWINGS. B. UNINTERRUPTED FLOW SHALL BE PROVIDED TO THE FLOWMETER BY INSTALLING THEM ON STRAIGHT LENGTHS OF PIPE WITHOUT ANY VALVES, ELBOWS, OR OTHER SOURCES OF TURBULENCE WITHIN MINIMUM 10 PIPE DIAMETERS UPSTREAM AND 5 PIPE DIAMETERS DOWNSTREAM OF THE FLOW METERS OR INSTALL PER MANUFACTURER’S RECOMMENDATIONS.C. MAIN FLOW METER SHALL BE USED TO MONITOR BACKWASH RATE UNLESS OTHERWISE INDICATED IN THE DESIGN DRAWINGS. FILTERS:A. FILTERS SHALL BE PROVIDED WITH THE FOLLOWING APPROPRIATELY LOCATED ACCESSORIES: PRESSURE GAUGES, BACKWASH SIGHT GLASS ON WASTE DISCHARGE LINE (SAND) OR PRECOAT LINE (RM), AN AIR RELIEF VALVE AT THE HIGH POINT OF THE FILTER, AND A VALVED TANK DRAIN LINE. *NOTE –THESE NOTES ARE INCLUSIVE OF MOST BUT NOT ALL STATE REQUIREMENTS THAT SHOULD BE ADDRESSED IN THIS SECTION. WE WILL NEED TO EDIT PER STATE AND THEN SAVE TEMPLATES FOR EACH STATE. SPECIFIC AREAS THAT NEED TO BE REVIEWED ARE THE REFERENCES TO GOVERNING CODE, MAKING NOTE OF 3FPS GRAVITY LINES AS NEEDED, AND IF THE CODE INCLUDES A SECTION ON HEAT EXCHANGERS. *PIPING LEGENDPIPE DESCRIPTION PIPE COLORAIR:ACTIVITY SUPPLY:CHEMICAL:INLET SUPPLY:GRAVITY:JET SUPPLY:PROPULSION SUPPLY:AUTOFILL SENSOR:SKIMMER SUCTION:SLIDE SUPPLY:SUCTION:World Leaders in Aquatic Planning, Design and Engineering100 Park Avenue | Beaver Dam, WI 53916t 920.887.7375 | #24327This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.#DATE DESCRIPTIONCLIENTPROJECT NO.Parkhill.comTrophy Club, TX INTERIM REVIEWTHESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR PERMIT OR CONSTRUCTION PURPOSES.6/20/2025 11:32:19 AM243271 TROPHY WOOD DRIVE TROPHYCLUB, TX 76262TOWN OF TROPHY CLUBPL301GENERAL NOTESTrophy Club CommunityPool Renovation6/20/2025 60% CONSTRUCTION DOCUMENTPLAN VIEWNONEPL3011POOL PIPE TRENCHPLAN VIEWNONEPL3012POOL PIPE TRENCH BENEATH POOL FLOORGENERAL POOL PIPING AND EQUIPMENT PLAN NOTES PIPING1. THE PIPING LAYOUTS ON THESE DRAWINGS ARE SCHEMATIC AND FOR REFERENCE ONLY. PIPING AS SHOWN IS SPREAD OUT FOR CLARITY. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING FINAL PIPE ROUTING AND ELEVATIONS.2. REDUCE THE USE OF FITTINGS AND LONG PIPE RUNS TO MINIMIZE HEAD LOSS IN THE SYSTEM. 3. ALL OUTDOOR PIPING SHALL BE INSTALLED IN A PIPE TRENCH WITH BEDDING AND COVER MATERIALS PER SPECIFICATIONS. PIPING MAY BE STACKED IN THE PIPE TRENCH. PER PL301- 1 AND 2.4. ARROWS DENOTE DIRECTION OF FLOW.5. REFER TO ALL DISCIPLINES DOCUMENTATION AND COORDINATE ALL PIPING AND EMBEDMENTS WITH AFFECTED TRADES.6. ALL GRAVITY PIPING SHALL BE INSTALLED AT A MINIMUM SLOPE OF 1" DROP PER 10' LENGTH. ALL OUTDOOR PIPING SHALL BE INSTALLED WITH A SLOPE TO ALLOW COMPLETE DRAINING. PROVIDE WINTERIZING/DRAINING INSTRUCTIONS AND SCHEMATICS TO OWNER.7. CONTRACTOR SHALL USE SWING JOINTS OR OTHER MEANS AND METHODS AS REQUIRED TO PROVIDE POOL INLET FITTINGS FLUSH AND PERPENDICULAR WITH THE POOL FLOOR AND AS REQUIRED FOR PROPER SLOPE TO DRAIN FOR WINTERIZATION.8. SUPPORT PIPES PER PLXXX-X THRU X.9. ALL SUPPORTS, BRACING, FASTENERS AND HARDWARE IN THE SURGE TANK(S) SHALL BE STAINLESS STEEL.10. THE INTENT OF THESE DRAWINGS IS NOT TO BE INCLUSIVE OF ALL VALVES OR FITTINGS REQUIRED FOR THIS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ALL VALVES AND FITTINGS REQUIRED.11. GUTTER PIPING SIZED TO 125% OF FILTRATION RATE.PIPE PENETRATIONS1. SEE BUILDING STRUCTURAL DRAWINGS FOR ALL WALL DIMENSIONS AND WALL/REINFORCING STEEL DIMENSIONS AND DETAILS, INCLUDING REINFORCING REQUIREMENTS AROUND ALL PIPE PENETRATIONS.2. THE POOL CONTRACTOR SHALL FURNISH ALL SLEEVES FOR THE PENETRATIONS SHOWN ON THE POOL DRAWINGS.3. THE SLEEVES SHALL BE INSTALLED BY THE BUILDING CONTRACTOR DURING THE STEEL AND FORMWORK PLACEMENT. BUILDING CONTRACTOR SHALL COORDINATE WITH THE POOL CONTRACTOR DURING PLACEMENT AND OBTAIN SLEEVE LOCATION APPROVAL FROM THE POOL CONTRACTOR PRIOR TO POURING THE WALLS.4. THE POOL CONTRACTOR SHALL PROVIDE ALL LINK-SEALS REQUIRED IN THE PIPE PENETRATIONS5. ALL PIPE PENETRATION DRAWINGS AND DIMENSIONS ARE SPECIFIC TO THE WTI BASIS OF DESIGN POOL EQUIPMENT AND LAYOUTS AS SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FINAL PENETRATION LOCATIONS AND SIZES BASED ON ENGINEER APPROVED EQUIPMENT SELECTIONS AND ACTUAL SITE CONDITIONS. PROVIDE SHOP DRAWINGS TO POOL ENGINEER6. REFER TO PLXXX-X FOR REINFORCEMENT AT PIPE PENETRATIONS.7. REFER TO STRUCTURAL DRAWINGS FOR FUTURE CORED OPENINGS.8. SEE PENETRATION SCHEDULE FOR ALL PIPE PENETRATIONS SHOWN IN THE ELEVATION DETAILS ON PL600.MECHANICAL EQUIPMENT1. CONTRACTOR SHALL PROVIDE EQUIPMENT LAYOUTS PER PLANS. IF ALTERNATE LAYOUT IS REQUESTED, CONTRACTOR SHALL PROVIDE SCALED DRAWING LAYOUT FOR REVIEW INDICATING POOL EQUIPMENT, PIPING, PIPE SUPPORTS, REQUIRED CLERANCES, AND SERVICE ACCESS. 2. REFER TO ARCHITECTURAL PLANS FOR ACTUAL ROOM DIMENSIONS AND FINISHED FLOOR ELEVATIONS.3. VERIFY EQUIPMENT PAD HEIGHT REQUIREMENTS FROM MANUFACTURER AND PROVIDE SHOP DRAWINGS TO POOL ENGINEER4. PROVIDE MINIMUM 30" SERVICE ACCESS BETWEEN PUMPS. CONTRACTOR SHALL PROVIDE THE GREATER OF MANUFACTURER OR CODE REQUIRED CLEARANCES AROUND AND ABOVE ALL OTHER POOL EQUIPMENT.5. HEATER FLOW IS MINIMUM PROVIDED BY MANUFACTURER.POOL CHEMICAL STORAGE AND PIPING NOTES1. ALL CHEMICAL ROOM DOORS AND CONTAINERS SHALL BE PROVIDED WITH SIGNAGE AS REQUIRED BY FIRE CODE. SEE ARCHITECTURAL DRAWING FOR THE DOOR LABEL REQUIREMENTS.2. PROVIDE ALL CHEMICAL FEED PUMPS WITH "TUBE FAILURE DETECTION". THIS TECHNOLOGY DETECTS TUBING FAILURE AND WILL AUTOMATICALLY SHUT OFF THE PUMP AND ENERGIZE A RELAY. INSTALL RELAY TO PERMIT COMMUNICATIONS WITH THE CHEMICAL CONTROLLER SO THAT THE OPERATOR CAN BE NOTIFIED OF THE PUMP STATUS BEING IN AN ALARM/OFF CONDITION.3. DO NOT LOCATE CHEMICAL INJECTION POINTS ABOVE DOORWAY, CHEMICAL FEED PUMPS, OR ELECTRICAL OUTLETS.4. CHEMICAL TANKS WITHIN THE CHLORINE AND ACID ROOMS SHALL BE FILLED USING A TRANSFER METHOD IN COMPLIANCE WITH STATE & LOCAL FIRE CODES. BULK LIQUID DELIVERY SHALL BE PUMPED FROM A TRUCK TO THE TANK VIA AN AIR DRIVEN PUMP ON THE TRUCK. THE TRUCK PUMPING SYSTEM SHALL HAVE A ONE YEAR AND 5 YEAR TANK INSPECTION AS REQUIRED BY DOT. THIS INSPECTION SHALL INCLUDE TANK INTEGRITY, ALL ASSOCIATED PLUMBING, PUMPS AND CONNECTIONS. INSPECTIONS ARE TO PREVENT ACCIDENTAL LEAKS OR SPILLS DURING THE PUMPING FUNCTION.5. SODIUM HYPOCHLORITE SHALL BE DELIVERED INTO DOUBLE-WALLED PROPERLY SIGNED STORAGE TANK. SODIUM HYPOCHLORITE TANKS SHALL HAVE LOCKING FILLING DEVICE (2" MALE CAMLOCK WITH CAP) TO INSURE ONLY LIQUID SODIUM HYPOCHLORITE IS LOADED INTO TANK. FILL DEVICE IS UNIQUE TO SODIUM HYPOCHLORITE. TANKS SHALL BE PROPERLY COVERED.6. ACID SHALL BE DELIVERED INTO DOUBLE-WALLED PROPERLY SIZED STORAGE TANK. ACID TANKS SHALL HAVE LOCKING FILL DEVICES (1 1/4" FEMALE CAMLOCK WITH PLUG) TO INSURE ONLY ACID IS LOADED INTO TANK. FILL DEVICE IS UNIQUE TO ACID. THE CHEMICAL SUPPLIER SHALL EQUIP ACID TANKS FOR THE DELIVERY OF BULK ACID WITH ACID FUME SUPPRESSION SYSTEMS. ALL BULK ACID TANKS SHALL BE 100% CONTAINED TO DIRECT ACID FUMES INTO FUME SUPPRESSION TANK.7. ALL CHEMICALS TO BE STORED PER MANUFACTURER'S RECOMMENDATIONS.8. THE DIRECTION OF FLOW FOR THE RECIRCULATION EQUIPMENT SHALL BE LABELED CLEARLY WITH DIRECTIONAL SYMBOLS SUCH AS ARROWS ON ALL PIPING IN THE EQUIPMENT AREA PER REQUIREMENTS OF 13 11 20 SPECIFICATIONS.9. WHERE THE RECIRCULATION EQUIPMENT FOR MORE THAN ONE POOL IS LOCATED ON SITE, THE EQUIPMENT SHALL BE MARKED AS TO WHICH POOL THE SYSTEM SERVES.10. PLUMBING LINES SHALL BE LABELED CLEARLY WITH THE SOURCE OR DESTINATION DESCRIPTIONS PER REQUIREMENTS OF 13 11 20 SPECIFICATIONS.11. EACH VALVE SHALL BE INSTALLED IN THE EQUIPMENT AREA AND LABELED AS TO ITS PURPOSE PER REQUIREMENTS OF 13 11 20 SPECIFICATIONS.12. PER SPECIFICATIONS SECTION 13 11 13, SUBMIT AN ELECTRONIC VERSION OF THE PIPE AND VALVE CHART FOR EACH PIPING SYSTEM TO THE ARCHITECT/ENGINEER FOR APPROVAL. CHART TO CONSIST OF ISOMETRIC DRAWINGS OR PIPING LAYOUTS SHOWING AND IDENTIFYING EACH VALVE AND DESCRIBING ITS FUNCTION. UPON COMPLETION OF THE WORK HANG IN A CONSPICUOUS LOCATION IN THE EQUIPMENT ROOM ONE (1) COPY OF EACH CHART TO A RIGID BACKBOARD WITH CLEAR LACQUER PLACED UNDER GLASS AND FRAMED.90% CONSTRCTION DOCUMENTSPage 75 of 81 c o NFIELD VERIFY LOCATION OF EXISTING PIPING. CONNECT TO "4" TRENCH DRAIN"FIELD VERIFY LOCATION OF EXISTING PIPING. CONNECT TO "3" SKIMMER DRAIN"G1-21AG1-21AG1-20AP2-20AP2-30AP2-30AP2-50AP2-20AG1-11AG1-11AG1-10AS1-1AS1-1AS1-1AP2-40AFIELD VERIFY LOCATION OF EXISTING PIPING. CONNECT TO "2" SHEET FLOW"FIELD VERIFY LOCATION OF EXISTING PIPING. CONNECT TO "4" BUBBLER SUPPLY"FIELD VERIFY LOCATION OF EXISTING PIPING. CONNECT TO "3" JET SUPPLY"FIELD VERIFY LOCATION OF EXISTING PIPING. CONNECT TO "6" FOUNTAIN SUPPLY"FIELD VERIFY LOCATION OF EXISTING PIPING. CONNECT TO "10" MAIN DRAIN"P1-20AP1-23AP1-23AP1-22AP1-21AP1-23AP1-23AP1-23AFIELD VERIFY LOCATION OF EXISTING PIPING. CONNECT TO "4" FILTERED RETURN"N4" TRENCH DRAIN (ZDE)(GRAVITY) CONNECT TO G-20A10" MAIN DRAIN (WADING POOL ) CONNECT TO S1-1A3" SKIMMER DRAIN (WADING POOL)(GRAVITY). CONNECT TO G-10A4" FILTERED RETURN (WADING POOL) CONNECT TO P1-20A6" FOUNTAIN SUPPLY (WADING POOL) CONNECT TO P2-40A3" JET SUPPLY (WADING POOL) CONNECT TO P2-30A 2" BUBBLER SUPPLY (WADING POOL) CONNECT TO P2-50A 4" SHEET FLOW SUPPLY (WADING POOL) CONNECT TOP2-20AWorld Leaders in Aquatic Planning, Design and Engineering100 Park Avenue | Beaver Dam, WI 53916t 920.887.7375 | #24327This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.#DATE DESCRIPTIONCLIENTPROJECT NO.Parkhill.comTrophy Club, TX INTERIM REVIEWTHESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR PERMIT OR CONSTRUCTION PURPOSES.6/20/2025 11:32:20 AM243271 TROPHY WOOD DRIVE TROPHYCLUB, TX 76262TOWN OF TROPHY CLUBPL310POOL A PIPING PLANTrophy Club CommunityPool Renovation6/20/2025 60% CONSTRUCTION DOCUMENTPLAN VIEW3/16" = 1'-0"PL3101POOL A PIPING PLANPLAN VIEW3/16" = 1'-0"PL3102EXISTING PIPING PLANP2-50A PVC SCH 80 1.5 8 1.5 SINGLE LEAFP2-40A PVC SCH 80 3 142 7.1 PLAY STRUCTUREP2-30A PVC SCH 80 1.5 3 0.6 JET STREAMP2-20A PVC SCH 80 1.5 18 3.4 AQUA DOME- - - - - -P1-23A PVC SCH 80 1.5 34 6.4 TYPICAL INLET SUPPLY CONNECTIONP1-22A PVC SCH 80 2 69 7.7 INLET SUPPLYP1-21A PVC SCH 80 3 103 5.1 INLET SUPPLYP1-20A PVC SCH 80 4 172 4.9 INLET SUPPLY- - - - - -G1-21A PVC SCH 40 2.5 43 2.9 GRAVITY - ZDE TRENCH DRAING1-20A PVC SCH 40 4 86 2.2 GRAVITY - ZDE TRENCH DRAIN- - - - -G1-11A PVC SCH 40 2.5 43 2.9 GRAVITY - SKIMMERG1-10A PVC SCH 40 4 86 2.2 GRAVITY - SKIMMERS1-1A PVC SCH 80 4 172 4.9 FILTRATION PUMP SUCTION - MAIN DRAIN(in) (gpm) (fps)PIPE ID TYPE NPS FLOW VELOCITY DESCRIPTIONPOOL A - LEISURE POOL PIPE SCHEDULENOTE: THE SYSTEM MAXIMUM FLOW RATE AND VELOCITY HAS BEEN DETERMINED BY USING THE FLOW RATE AT THE END OF THE PUMP MANUFACTURER'S PUMP CURVE. ALL DRAIN/OUTLET SYSTEMS SHALL CONFORM WITH THE VIRGINIAGRAEME BAKER ACT AND TO CURRENT ANSI/APSP-16 STANDARD.A-PF1 DALDORADO: DalMAX-SG-242430 2.0 2.0 357.00 714.00 330 P1A, P2A 342 2 171 0.15 430 0.39(ft) (ft) (in2) (in2) (gpm) (gpm) (gpm) (fps) (gpm) (fps)WIDTH LENGTH PER GRATE TOTAL FLOW PER GRATE VELOCITYMFGR & MODEL #DIMENSIONS OPEN AREAMAX ALLOWABLEFLOW PER GRATECONNECTED PUMPSSYSTEM TOTALDESIGN FLOWDRAIN / GRATEQTYFLOW PERGRATEVELOCITYSYSTEM MAXIMUMDRAIN /GRATE IDDRAIN/GRATE MFGR SPECIFICATIONS DESIGN DATADRAIN SCHEDULE90% CONSTRCTION DOCUMENTSPage 76 of 81 NG1-21A[9 2 5 ]3 ' - 0 "[9 2 5 ]3 ' - 0 "[9 2 5 ]3 ' - 0 "[9 2 5 ]3 ' - 0 "SLIDE COMPLEX SUCTION GRATESSLIDE COMPLEX RETURN GRATESEXISTING POOL[925]3' - 0"[925]3' - 0"[925]3' - 0"[925]3' - 0"SLIDE COMPLEX SUCTION GRATESSLIDE COMPLEX RETURN GRATESWorld Leaders in Aquatic Planning, Design and Engineering100 Park Avenue | Beaver Dam, WI 53916t 920.887.7375 | #24327This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.#DATE DESCRIPTIONCLIENTPROJECT NO.Parkhill.comTrophy Club, TX INTERIM REVIEWTHESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR PERMIT OR CONSTRUCTION PURPOSES.6/20/2025 11:32:21 AM243271 TROPHY WOOD DRIVE TROPHYCLUB, TX 76262TOWN OF TROPHY CLUBPL320POOL B PIPING PLANTrophy Club CommunityPool Renovation6/20/2025 60% CONSTRUCTION DOCUMENTPLAN VIEW3/16" = 1'-0"PL3201POOL B PIPING CONCEPT PLANPLAN VIEW1/4" = 1'-0"PL3202SLIDE GRATE LOCATION90% CONSTRCTION DOCUMENTSPage 77 of 81 CONSTRUCTION JOINT LEAVE ROUGH & CLEANCONTRACTOR TO VERIFYVERIFY3" MINMIN 18" FLEXIBLE CONDUITBOLT THROUGH FLANGED SUCTION AND DISCHARGE CONNECTIONS#4 @ 12" OC CONTINUOUS HORIZONTAL TIES (2 MINIMUM)PUMP MOUNTING FEET AND MOTOR RISER SECURED WITH SS BOLTS HEX NUTS AND WASHERS, TYPICAL OF 4. SEE PUMP INSTALL MANUAL FOR LOCATION AND CONNECTION SIZE.ALL THREAD ROD -TO BE EPOXY ANCHORED WITH HILTI HIT -HY 200 ADHESIVE INTO FLOOR A MIN OF 3". ALL THREAD ROD SHALL BE A 316 STAINLESS STEEL AND 3/8" DIAM, MINIMUM, OR LARGER WHERE RECOMMENDED BY MANUFACTURER.SUSPENDED SLAB OR SLAB ON GRADE -FOR THICKNESS SEE ARCHITECTURAL/STRUCTURAL PLANSRIGID CONDUITPUMP MOTOR (SIZE VARIES)MOTOR FEET SECURED WITH SS BOLTS, HEX NUTS & WASHERS, TYP OF 4.316SS MOTOR RISER SECURED TO SUB-BASE & PROVIDED BY PUMP SUPPLIER; ORDERED WITH PUMPCONTRACTOR TO VERIFY HEIGHT OF HOUSEKEEPING PAD AS REQUIRED FOR EQUIPMENT AND PIPING (4" MIN)#4'S @ 8" OC U-BARS EACH WAY (2 EACH WAY MINIMUM) DRILLED AND EPOXIED WITH 3" EMBEDMENT INTO CONCRETE SLABNOTES:1. PAD SIZE SHALL BE MIN INDICATED OR AS SHOWN ON THE PLANS OR AS INDICATED BY THE MANUFACTURER.2. THE SIZE, NUMBER, TYPE, LOCATION, AND THREAD PROJECTION OF THE ALL THREAD ROD SHALL BE DETERMINED BY THE EQUIPMENT MANUFACTURER / INSTALLING CONTRACTOR, ALL THREAD ROD SHALL BE HELD IN POSITION WITH A TEMPLATE WHILE PAD IS BEING POURED.3. EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS SPECIFIED OTHERWISE. EQUIPMENT BASES SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR. SIZES AND LOCATIONS TO BE VERIFIED BY CONTRACTOR.4. PROVIDE SUPPORT FOR PUMP SUCTION AND DISCHARGE PIPING WHILE ALLOWING FOR PUMP REMOVAL.5. FINAL INSTALLATION SHALL ALLOW REMOVAL OF MOTOR AND PUMP IMPELLER WITHOUT REMOVAL OF PIPING OR ELECTRICAL CONNECTIONS.SECURE SUB-BASE TO PAD USING ALL THREAD ROD, SS HEX NUTS AND WASHERS, TYPICAL OF 4TYP[75]3"SEE 5/PL300PUMP DISCHARGE PIPINGEXPANSION JOINTCONCENTRIC REDUCERSUCTION PIPINGRIGID CONDUIT, BYELECTRICAL CONTRACTORMINIMUM 18" [450] FLEXIBLECONDUIT, BY ELECTRICAL CONTRACTORPUMP PADEND-SUCTION PUMPFLOWNOTES:1. REFER TO EQUIPMENT SCHEDULES FOR A STRAINER TYPE AND SIZE.2. SUPPLY AND INSTALL ECCENTRIC REDUCER ON SUCTION SIDE AS NECESSARY.3. INSTALL COMPOUND GAUGES USING 1/4" NPT TAPS SUPPLIED ON THE PUMP SUCTION AND DISCHARGE.4. INSTALL CHECK VALVE PER MANUFACTURER'S RECOMMENDATIONS.SPLIT DISC CHECK VALVEBUTTERFLY VALVE, TYP1/2" CHECK VALVE BYPASS DRAIN LINE AND TUBV. DRILL AND TAP CONNECTIONS TO PUMP DISCHARGE LINE.COMPOUND GAUGE, TYPCONTROL ROD & PLATE, TYP OF TWO MINIMUM. INSTALL EVERY 4TH BOLTSUPPORT PADSTRAINERSUB-BASE FRAMESUB BASE LENGTHSUB BASE WIDTHSUB BASE HEIGHTRISER LENGTHRISER WIDTH143-184MOTOR FRAME GROUP213-215254-286324-365284-326-11A324-365 x 13.5404-44526.2531374043.546.5541216331215101217202525253344420242430N/AN/A151818221. SUB-BASE AND MOTOR RISER HOLE LOCATIONS SHALL BE DETERMINED BY THE PUMP SUPPLIER BASED ON PUMP FRAME AND MOTOR DIMENSIONS. SEE PUMP SPECIFICATION SECTION 13 11 25 FOR ADDITIONAL INFORMATION.2. MOTOR RISER HEIGHTS VARY. CONTRACTOR SHALL INCLUDE A DIMENSIONED SUB-BASE & MOTOR RISER DRAWING FOR EACH PUMP IN THE PUMP AND MOTOR SUBMITTAL FOR REVIEW. NOTES:SUB-BASE ELEVATIONSUB-BASE PLANWIDTHHEIGHT(4) PUMP PAD MOUNTING HOLES(4) MOTOR RISER ATTACHMENT HOLESSUB-BASE MOUNTING HOLES (4)MOTOR MOUNTING HOLES (4 MIN)MOTOR RISER ELEVATIONWIDTHMOTOR RISER PLANHEIGHT VARIES(4) PUMP FOOT MOUNTING HOLESLENGTHLENGTHNOTES:1. ALL PIPING & FITTINGS TO & FROM UV UNIT TO THE "UV BY-PASS TEES" SHALL BE SCH 80 PVC.2. ALL PIPE REDUCTIONS SHALL BE WITH A CONCENTRIC REDUCER AS SHOWN. NO BUSHINGS ALLOWED.3. COORDINATE INSTALLATION WITH ELECTRICAL CONTRACTOR. CONTROL BOX SHALL BE INSTALLED WITHIN 10 FT OF UNIT, WHENEVER POSSIBLE.4. PROVIDE CLEARANCE AS REQUIRED ADJACENT TO UV UNIT FOR REMOVAL & REPLACEMENT OF UV LAMPS.5. DO NOT INSTALL VALVES DIRECTLY TO CHAMBER BODY. INSTALL STAINLESS STEEL WAFER PIPE SHIELD SUPPLIED WITH THE UV UNIT.6. UV UNIT SHALL BE PROPERLY SUPPORTED & BRACED. SEE REFERENCED "UV SUPPORT & BRACING DETAIL". COMBINE CONTROL PANEL FRAME SUPPORTS WITH THE LAMP SUPPORT BRACING TO FORM A SINGLE FRAME/STRUCTURE.7. UV LAMP AND PANEL MUST BE PROPERLY BONDED AND GROUNDED. PER MANUFACTURER'S INSTRUCTIONS, CONNECT GROUND WIRE TO GROUND CLAMP ON SACRIFICIAL ANODE. CONNECT THIS BONDING WIRE TO THE FRONT CHAMBER FOOT TERMINAL. CONNECT THE SEPARATE UV CONTROL PANEL GROUND WIRE (COMING FROM THE UV CONTROL PANEL) TO THE SAME LOCATION AT THE FRONT CHAMBER FOOT BRACKET.TO POOLVALVE, NORMALLY CLOSEDUV BY-PASS TEEFROM FILTERSACRIFICIAL ANODE WITH GROUNDING CLAMPCONCENTRIC REDUCER (AS NEEDED)CONCENTRIC REDUCER(AS NEEDED)ETS EZ STRAINER VALVEBY NEPTUNE BENSONISOLATION VALVE, TYPFLOWCOMPOUND GAUGE, TYPUV DISINFECTION UNITFLOWDRILL AND TAP FOR 3/4" DRAIN CONNECTION. INSTALL THREADED 3/4" DRAIN PIPE, TUBV AND MALE THREADED END FOR HOSE CONNECTION TO FLOOR DRAIN.UV CONTROL PANEL MOUNTED TO UNISTRUT FRAME BEYOND, BY PEC. CONNECT PANEL FRAME TO UV DISINFECTION UNIT SUPPORT BRACING. COORDINATE WITH PEC. FOR FRAME.THREADED ROD DRILLED AND EPOXIED INTO FLOOR WITH UNISTRUT SUPPORTS AND PIPE CLAMPS. FLANGE CONNECTIONS REQUIRED FOR MAINTENANCE. 42"STAINLESS STEEL WAFER PIPE SHIELD5 3/8"5 3/8"FIVE HOLE TEEGUSSET PLATE -B5321 11/16"6"4 1/4"6"3 1/2"(4) 3/4"DIA HOLESPOST BASE -B2880SQFLOORENCASE POST & BASE IN CONCRETE, TYPUV UNITNOTE:THIS DETAIL IS TO ILLUSTRATE THE MINIMUM SUPPORT & BRACING REQUIREMENTS FOR A VERTICAL INSTALLATION. SEE THE "UV INSTALLATION DETAIL" FOR ADDITIONAL PLUMBING & INSTALLATION. 24"[1075]3' - 6"World Leaders in Aquatic Planning, Design and Engineering100 Park Avenue | Beaver Dam, WI 53916t 920.887.7375 | #24327This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.#DATE DESCRIPTIONCLIENTPROJECT NO.Parkhill.comTrophy Club, TX INTERIM REVIEWTHESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR PERMIT OR CONSTRUCTION PURPOSES.6/20/2025 11:32:21 AM243271 TROPHY WOOD DRIVE TROPHYCLUB, TX 76262TOWN OF TROPHY CLUBPL401MECHANICAL DETAILSTrophy Club CommunityPool RenovationPUMP SCHEDULEID TAG POOL ID MANUFACTURER MODEL PUMP TYPEFLOW(GPM)TDH(FT)POWER(HP)MOTOR SPEED(RPM)NOTES1. AURORA 3801 CLOSE COUPLED PUMP - TEFC PREMIUM EFFIENCY MOTOR RATED FOR VFD USE. END SUCTION, 316 STAINLESS STEEL IMPELLOR, SLEEVE AND SHAFT, FUSION BONDED EPOXY COATED INTERNAL CAST IRON WETTED PARTS, TEFC PREMIUM EFFICIENCY MOTOR RATED FOR VFD USE, 1800 RPM UNLESS NOTED OTHERWISE. AND WETTED INTERNALS. POWER REQUIRED - 230/460 V, 3 PHASE, 60 HERTZ.2. PENTAIR PUMPS - TEFC MOTOR, END SUCTION, CLOSED COUPLED, SELF PRIMING. PROVIDE WITH INTEGRAL STAINER AND EXTRA STRAINER BASKET. POWER REQUIRED - 208-230/460 V, 3 PHASE, 60 HERTZ.3. SEE SPECIFICATIONS SECTION 13 11 25.ULTRA VIOLET DISINFECTION SCHEDULEID TAG POOL ID MANUFACTURER MODEL PIPE SIZE (IN)TOTALPOWER (KW)POWERREQUIRED(VOLTAGE/PHASE/HZ)BREAKERSIZE (AMPS)NOTESUV1A A EVOQUA WF-115-4 4 1.5 208/220/230/240V,1PH (50/60 HZ)20 1,3,4UV1C EXISTING EVOQUA WF-215-6 6 3 208/220/230/240V,1PH (50/60 HZ)30 2,3,41. PROVIDE WITH 4" ETS "EZ" STRAINER VALVE. 2. PROVIDE WITH 6" ETS "EZ" STRAINER VALVE. 3. INSTALL PER DETAILS SEE PL401 & UV MANUFACTURER'S RECOMMENDATIONS.4. SEE SPECIFICATIONS SECTION 13 11 35.NOT TO SCALEDETAIL VIEWPL4014PUMP PADNOT TO SCALEDETAIL VIEWPL4013PUMP INSTALLATION - SLIDENOT TO SCALEDETAIL VIEWPL4015PUMP SUB-BASE & MOTOR RISER – AURORA 38016/20/2025 60% CONSTRUCTION DOCUMENTNOT TO SCALEDETAIL VIEWPL4011UV DISINFECTIONNOT TO SCALEDETAIL VIEWPL4012UV SUPPORT & BRACINGCHEMICAL CONTROLLER SCHEDULEID TAG MANUFACTURER MODEL NOTESC1A BECS TECHNOLOGY, INC. BECSys5 FOC 1,2C1C BECS TECHNOLOGY, INC. BECSys5 FOC 1,2pH FEEDER SCHEDULEID TAG POOL ID MANUFACTURER MODELACID MAXIMUM OUTPUT(GAL/DAY)NOTESAP1A A STENNER 85M3 40AP1C EXISTING STENNER 85M5 85 1,2,3CHLORINE FEEDER SCHEDULEID TAG POOL ID MANUFACTURER MODELSODIUM HYPOCHLORITEMAXIMUM OUTPUT(GAL/DAY)NOTESCP1A A STENNER 85M3 40CP1C EXISTING STENNER 85M5 85 1,2,31. SEE CHEMICAL CONTROLLER SPECIFICATION FOR OPTIONS.2. ADD ALTERNATE1. POWER REQUIRED - 120 V, 1 PHASE, 15 AMP.2. USE SODIUM HYPOCHLORITE FOR DISINFECTANT. PROVIDE WITH WEIGHTED FOOT STRAINER. 3. ADD ALTERNATE1. POWER REQUIRED - 120 V, 1 PHASE, 15 AMP.2. USE MURIATIC ACID FOR pH CONTROL. PROVIDE WITH WEIGHTED FOOT STRAINER.3. ADD ALTERNATE90% CONSTRCTION DOCUMENTSPage 78 of 81 FLOW SWITCHSAMPLE TAPCONDUCTIVITY SENSOR (OPTIONAL EQUIPMENT)TEMPERATURE SENSORPH SENSORORP SENSORPRESSURE GAUGECHECK VALVEBECSYS5 CHEMISTRY CONTROLLERHIGH VOLTAGE WIRING TERMINALSINTERLOCK RELAYSPRESSURE GAUGEFLOW METERPRESSURE REGULATORFREE CHLORINE SENSORTOTAL CHLORINE SENSORCHLORINE SENSOR SAMPLE 3/8" OD SEMI RIGID TUBINGRETURN PIPE TO POOLNOTES:1. PROVIDE STAINLESS STEEL MOUNTING HARDWARE AS REQUIRED FOR WALL TYPE.2. INTERLOCK CHEMICAL CONTROL RELAYS WITH FILTRATION PUMP.3. SEE CHEMICAL CONTROLLER SPECIFICATIONS FOR REQUIRED OPTIONAL EQUIPMENT.4. RIGIDLY SECURE BACK PANEL TO BUILDING WALL, APPROXIMATELY 5'-8" ABOVE FINISHED FLOOR, IN LOCATION INDICATED IN PLAN.5. CHEMICAL SAMPLING STREAMS SHALL TERMINATE AT THE AUTOFILL WITH 6" AIR GAP.PLANPLANFLOW CELL ASSEMBLYCOMBINED CHLORINE SYSTEM (OPTIONAL EQUIPMENT)FROM FILTERSUCTION STRAINER WITH WEIGHT, SUPPLIED WITH PUMPSTORAGE TANK SHALL BE DOUBLE WALL, LINEAR POLYETHYLENE, &COMPLY WITH FDA REGULATION 21CFR 177.1570 (c) 3.1 & 3.2CHEMICAL FEED PUMPNOTE: MOUNT & INSTALL PER MANUFACTURERS RECOMMENDATIONS. ALL MOUNTING & INSTALLATION MATERIALS & HARDWARE TO BE CORROSION RESISTANT.BULKHEAD FITTING.SINGLE OUTLET CONTROLLED BY MAIN CHEMICAL CONTROLLER MOUNTED TO THE SIDE OR ABOVE FEED PUMPS DISCHARGE HEAD. FIELD COORDINATE WITH ELECTRICAL CONTRACTORTRUE UNION BALL VALVETRUE UNION CHECK VALVECHEMICAL INJECTION.1/2" PVC SECURED TO WALLCHEMICAL PIPING LOOP 42".WALL BRACKET/SHELFVAPOR SHIELD (FOR ACID ONLY)DISCHARGE POLYTUBE LOOP BUT DO NOT KINK.NOTES: 1. FOR PIPING USE FASTITE CONNECTOR OR SIMILAR COMPRESSION FITTING.2. FOR POLYTUBING MATCH FEED PUMP TUBING MATERIAL TYPE AND SIZE.3. POLYTUBING AND CHECK VALVE INJECTOR SHALL BE SUPPLIED WITH THE PUMP BY THE MANUFACTURER RATED FOR THE SYSTEM PRESSURE AND COMPATIBLE WITH THE POOL CHEMICALS.CHEMICAL FEED PUMPWALL BRACKET/SHELF..FLOWFEMALE THREADED SOCKET, SCH 80PIPETUBE CONNECTIONPVC PIPECHECK VALVE INJECTOR FITTINGPOLYTUBE EXTEND TO CHEMICAL TANKNYLON KEEPER RINGCOMPRESSION RINGVITON O-RINGVAPOR SHIELD BODYCPVC CHECK W/NYLON BALL, VITONSEAL AND HASTELOY SPRING3/4" MALE THREADSCARBOY ORCONTAINER CAP1/4", 3/8" OR 1/2" POLYETHEYLENE FEED PUMP SUCTION TUBING (TO FEED PUMP). INSTALL TUBING SIZE TO MATCH DIAMETER OF FEED PUMP TUBING.COMPRESSION NUTVENT PLUGSUCTION TUBE(FROM STORAGE TANK)WEIGHTED STRAINERNOTES:1. CONTRACTOR SHALL INSTALL A VAPOR SHIELD, BY AQUATIC COMMERCIAL INDUSTRIES, ON EACH ACID TANK CONNECTED TO A FEED PUMP AS DETAILED ABOVE.2. VAPOR SHIELD SHALL PREVENT RELEASE OF ALL CHEMICAL VAPORS WHILE ALLOWING LIQUID REMOVAL BY THE PUMP.3. THE VAPOR SHIELD SHALL BE SUPPLIED WITH SUCTION TUBING, SHALL INCLUDE NO METALLIC PARTS, AND SHALL REQUIRE NO ASSEMBLY, EXCEPT ADJUSTMENT OF THE SUCTION TUBE SIZE.World Leaders in Aquatic Planning, Design and Engineering100 Park Avenue | Beaver Dam, WI 53916t 920.887.7375 | #24327This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.#DATE DESCRIPTIONCLIENTPROJECT NO.Parkhill.comTrophy Club, TX INTERIM REVIEWTHESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR PERMIT OR CONSTRUCTION PURPOSES.6/20/2025 11:32:22 AM243271 TROPHY WOOD DRIVE TROPHYCLUB, TX 76262TOWN OF TROPHY CLUBPL402MECHANICAL DETAILSTrophy Club CommunityPool Renovation6/20/2025 60% CONSTRUCTION DOCUMENTNOT TO SCALEDETAIL VIEWPL4021CHEMICAL CONTROLLERNOT TO SCALEDETAIL VIEWPL4022CHEMICAL FEED PUMP ISOMETRICNOT TO SCALEDETAIL VIEWPL4023CHEMICAL INJECTIONNOT TO SCALEDETAIL VIEWPL4024VAPOR SHIELD90% CONSTRCTION DOCUMENTSPage 79 of 81 FMGGGGGMGGGFILTER DRAIN HUB3/4" PRECOAT VENT LINE, SCH 40 PVCFILTRATION SYSTEMAQUATICS MECHANICAL ROOMTO POOLMECHANICAL ROOM WALLMECHANICAL ROOM WALL[150]6" AIR GAP?MECHANICAL ROOM FFEUV1AHALF TONED PIPING AND EQUIPMENT ARE EXISTING AND SHALL REMAINC1AAP1ACP1AADD ALTERNATEADD ALTERNATEADD ALTERNATEPL4011PL4021PL4022PL4022REGENERATIVE MEDIA FILTER PROGRAMMER (EXISTING)FILTER VACUUM OUTLET120 V230/460 V PANELBOARD (EXISTING)CHEMICAL CONTROLLER (EXISTING)SEQUENCE OF OPERATIONS -SWIMMING POOL WITH REGENERATIVE MEDIA FILTER SYSTEMULTRAVIOLET (UV) DISINFECTION UNIT: • THE UV UNIT IS NORMALLY ON.• THE UV UNIT SHALL BE INTERLOCKED SUCH THAT IF THE FILTRATION PUMP FAILS (SIGNAL VIA THE FILTER PROGRAMMER), OR THE FILTER PROGRAMMER IS IN THE PRECOAT, BUMP, OR OFF MODES; THE FILTER PROGRAMMER SHALL SEND A SIGNAL TO TURN OFF THE UV. • THE UV NORMALLY RUNS IN VARIABLE POWER MODE.• COMBINED CHLORINE UV CONTROL: WITH FREE AND TOTAL CHLORINE SENSORS, THE CONTROLLER SHALL PROVIDE UV BOOST CONTROL OF A UV SYSTEM BASED UPON THE COMBINED CHLORINE SET POINT. WHEN COMBINED CHLORINE IS ABOVE THE SET POINT THE UV SYSTEM SHALL BOOST TO 100% TO INCREASE THE CHLORAMINE DESTRUCTION RATE. THE UV SHALL RETURN TO VARIABLE POWER MODE ONCE COMBINED CHLORINE DROPS BELOW THE SET POINT.NOTES:1. LOW VOLTAGE <=24V. ALL LOW VOLTAGE WIRING IS SUPPLIED, INSTALLED AND CONNECTED BY THE POOL CONTRACTOR. 2. IF CONDUIT IS REQUIRED BY CODE FOR LOW VOLTAGE WIRING, THEN THIS MUST BE SPECIFIED BY THE ELECTRICAL CONSULTANT AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 3. IF CODE REQUIRES THAT LOW VOLTAGE WIRING IS INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR THEN THIS MUST BE SPECIFIED BY THE ELECTRICAL CONSULTANT.4. CONDUIT, WIRE SIZES, AND SHIELDING REQUIREMENTS SHALL BE DETERMINED & SPECIFIED BY THE ELECTRICAL CONSULTANT AS NEEDED PER LOCAL BUILDING AND ELECTRICAL CODE REQUIREMENTS.5. THIS SCHEMATIC DRAWING IS NOT AN ELECTRICAL INSTALLATION DIAGRAM AND IS FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE POOL CONTRACTOR TO COORDINATE ALL INTERLOCKS WITH THE ELECTRICAL CONTRACTOR. THE POOL CONTRACTOR IS RESPONSIBLE TO PROVIDE AN OPERATING SYSTEM PER THE SEQUENCE OF OPERATIONS. KEYNOTES: 1. WIRING (LAMP POWER CORD) FURNISHED WITH UV UNIT AND INSTALLED BY THE ELECTRICAL CONTRACTOR. FINAL CONNECTIONS TO UV CHAMBER AND CONTROL CABINET BY POOL CONTRACTOR2. FURNISHED WITH UV UNIT AND INSTALLED BY POOL CONTRACTOR3. NOT USED4. NOT USED5. UV BOOST SIGNAL BASED ON COMBINED CHLORINE.6. NOT USED7. NOT USED8. NOT USED9. WHEN FILTER PROGRAMMER IS OFF, PRECOAT OR BUMP MODE OR THE FILTRATION PUMP NOT RUNNING DUE TO POWER FAILURE, THIS CONNECTION SHALL DEACTIVATE THE CONNECTED POOL EQUIPMENT. COORDINATE WIRING REQUIREMENTS WITH EQUIPMENT MANUFACTURER.10. NOT USED11. NOT USED12. NOT USEDLEGEND:LOW VOLTAGELINE VOLTAGECONTRACTOR TO COORDINATE WITH EQUIPMENT REQUIREMENTSDISCONNECT - LOCATE AT EQUIPMENT PER CODE REQUIREMENTSD#POOL EQUIPMENT OPERATING MODES"X" INDICATES THE EQUIPMENT IS ENERGIZED/RUNNING."O" INDICATES THE EQUIPMENT IS NOT ENERGIZED.FILTRATIONPROGRAMMEROPERATING MODEBUMPPRECOATOFFFILTRATIONUV CHAMBER (UV1A)UV CONTROL CABINET (UV1A)12230 or 460 V59UVOOXOWorld Leaders in Aquatic Planning, Design and Engineering100 Park Avenue | Beaver Dam, WI 53916t 920.887.7375 | #24327This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.#DATE DESCRIPTIONCLIENTPROJECT NO.Parkhill.comTrophy Club, TX INTERIM REVIEWTHESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR PERMIT OR CONSTRUCTION PURPOSES.6/20/2025 11:32:22 AM243271 TROPHY WOOD DRIVE TROPHYCLUB, TX 76262TOWN OF TROPHY CLUBPL510POOL A MECHANICALSCHEMATIC (UVREPLACEMENT)Trophy Club CommunityPool RenovationNOT TO SCALEDETAIL VIEWPL5102POOL A MECHANICAL SCHEMATICNOT TO SCALEDETAIL VIEWPL5103POOL A ELECTRICAL SCHEMATIC (UV REPLACEMENT)6/20/2025 60% CONSTRUCTION DOCUMENT90% CONSTRCTION DOCUMENTSPage 80 of 81 FMGGGGGMGGGFILTER DRAIN HUB3/4" PRECOAT VENT LINE, SCH 40 PVCFILTRATION SYSTEMAQUATICS MECHANICAL ROOMTO POOLMECHANICAL ROOM WALLMECHANICAL ROOM WALL[150]6" AIR GAP?MECHANICAL ROOM FFEUV1CHALF TONED PIPING AND EQUIPMENT ARE EXISTING AND SHALL REMAINC1CAP1CCP1CADD ALTERNATEADD ALTERNATEADD ALTERNATEPL4011PL4021PL4022PL4022REGENERATIVE MEDIA FILTER PROGRAMMER (EXISTING)FILTER VACUUM OUTLET120 V230/460 V PANELBOARD (EXISTING)CHEMICAL CONTROLLER (EXISTING)SEQUENCE OF OPERATIONS -SWIMMING POOL WITH REGENERATIVE MEDIA FILTER SYSTEMULTRAVIOLET (UV) DISINFECTION UNIT: • THE UV UNIT IS NORMALLY ON.• THE UV UNIT SHALL BE INTERLOCKED SUCH THAT IF THE FILTRATION PUMP FAILS (SIGNAL VIA THE FILTER PROGRAMMER), OR THE FILTER PROGRAMMER IS IN THE PRECOAT, BUMP, OR OFF MODES; THE FILTER PROGRAMMER SHALL SEND A SIGNAL TO TURN OFF THE UV. • THE UV NORMALLY RUNS IN VARIABLE POWER MODE.• COMBINED CHLORINE UV CONTROL: WITH FREE AND TOTAL CHLORINE SENSORS, THE CONTROLLER SHALL PROVIDE UV BOOST CONTROL OF A UV SYSTEM BASED UPON THE COMBINED CHLORINE SET POINT. WHEN COMBINED CHLORINE IS ABOVE THE SET POINT THE UV SYSTEM SHALL BOOST TO 100% TO INCREASE THE CHLORAMINE DESTRUCTION RATE. THE UV SHALL RETURN TO VARIABLE POWER MODE ONCE COMBINED CHLORINE DROPS BELOW THE SET POINT.NOTES:1. LOW VOLTAGE <=24V. ALL LOW VOLTAGE WIRING IS SUPPLIED, INSTALLED AND CONNECTED BY THE POOL CONTRACTOR. 2. IF CONDUIT IS REQUIRED BY CODE FOR LOW VOLTAGE WIRING, THEN THIS MUST BE SPECIFIED BY THE ELECTRICAL CONSULTANT AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 3. IF CODE REQUIRES THAT LOW VOLTAGE WIRING IS INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR THEN THIS MUST BE SPECIFIED BY THE ELECTRICAL CONSULTANT.4. CONDUIT, WIRE SIZES, AND SHIELDING REQUIREMENTS SHALL BE DETERMINED & SPECIFIED BY THE ELECTRICAL CONSULTANT AS NEEDED PER LOCAL BUILDING AND ELECTRICAL CODE REQUIREMENTS.5. THIS SCHEMATIC DRAWING IS NOT AN ELECTRICAL INSTALLATION DIAGRAM AND IS FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE POOL CONTRACTOR TO COORDINATE ALL INTERLOCKS WITH THE ELECTRICAL CONTRACTOR. THE POOL CONTRACTOR IS RESPONSIBLE TO PROVIDE AN OPERATING SYSTEM PER THE SEQUENCE OF OPERATIONS. KEYNOTES: 1. WIRING (LAMP POWER CORD) FURNISHED WITH UV UNIT AND INSTALLED BY THE ELECTRICAL CONTRACTOR. FINAL CONNECTIONS TO UV CHAMBER AND CONTROL CABINET BY POOL CONTRACTOR2. FURNISHED WITH UV UNIT AND INSTALLED BY POOL CONTRACTOR3. NOT USED4. NOT USED5. UV BOOST SIGNAL BASED ON COMBINED CHLORINE.6. NOT USED7. NOT USED8. NOT USED9. WHEN FILTER PROGRAMMER IS OFF, PRECOAT OR BUMP MODE OR THE FILTRATION PUMP NOT RUNNING DUE TO POWER FAILURE, THIS CONNECTION SHALL DEACTIVATE THE CONNECTED POOL EQUIPMENT. COORDINATE WIRING REQUIREMENTS WITH EQUIPMENT MANUFACTURER.10. NOT USED11. NOT USED12. NOT USEDLEGEND:LOW VOLTAGELINE VOLTAGECONTRACTOR TO COORDINATE WITH EQUIPMENT REQUIREMENTSDISCONNECT - LOCATE AT EQUIPMENT PER CODE REQUIREMENTSD#POOL EQUIPMENT OPERATING MODES"X" INDICATES THE EQUIPMENT IS ENERGIZED/RUNNING."O" INDICATES THE EQUIPMENT IS NOT ENERGIZED.FILTRATIONPROGRAMMEROPERATING MODEBUMPPRECOATOFFFILTRATIONUV CHAMBER (UV1B)UV CONTROL CABINET (UV1B)12230 or 460 V59UVOOXOWorld Leaders in Aquatic Planning, Design and Engineering100 Park Avenue | Beaver Dam, WI 53916t 920.887.7375 | #24327This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.#DATE DESCRIPTIONCLIENTPROJECT NO.Parkhill.comTrophy Club, TX INTERIM REVIEWTHESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR PERMIT OR CONSTRUCTION PURPOSES.6/20/2025 11:32:22 AM243271 TROPHY WOOD DRIVE TROPHYCLUB, TX 76262TOWN OF TROPHY CLUBPL520EXISTING LAP POOLMECHANICALSCHEMATIC (UVREPLACEMENT)Trophy Club CommunityPool RenovationNOT TO SCALEDETAIL VIEWPL5201POOL B MECHANICAL SCHEMATICNOT TO SCALEDETAIL VIEWPL5202POOL B ELECTRICAL SCHEMATIC (UV REPLACEMENT)6/20/2025 60% CONSTRUCTION DOCUMENT90% CONSTRCTION DOCUMENTSPage 81 of 81 HANDOUTS DISTRIBUTED AT MEETING TOWN OF TROPHY CLUB AUGUST 2024 IC*:77COMMUNITY INPUT POOL & SPLASHPAD SURVEY DEMOGRAPHICS CHILDREN <AGE 18 AGES IN HOUSEHOLD 112 Q Of the respondents live in the Q town of Trophy Club. 16.8% 0-5 SURVEY QQ Of the respondents are currently NO 21.2 % 6-12 RESPONSES 2V /Q involved in Aquatic sports. 12.5% $ y % 1 13-19 5.5% 20-29 FREQUENCY = ; 20.e%' 40-49 G 2.4% 60-69 Households wl 5 people t2 1.4% 70 > or less visited between I to5times 1-2 People in Household 3.4 People in Household 4-5 People in Household >5 People in Household 4.5% 56.3% 29.5% 9.7% PERCEPTION OF FACILITIES What makes you frequent the existing Community Pool and Splash ?ad'' !� RANKING OF EXISTING AMENITIES 9, ■ TOP 4 T a ,D §'IY r 1 ag0017 Sfi, � R ` 'htr � 1 nooc LAP POOL dryR liot+sP' : Z` S 0000 overage cc Dr the U ��IB^c�L � S Ai lhiG g �.•�j ��- Use Q existing facilities and KIDDIE POOL MAIN BUILDING � �pjd- � o�level of maintenance • LAGOON OP&N SPADE Pfr, r, gmro re� S ti, • PIRATE SHIP PUMP HOUSE �ap gQa��Cleany COMMUNITY FEEDBACK v SITE ENHANCEMENTS AQUATIC ENHANCEMENTS 1 EXISTING CONDITIONS i Majority of households who •••• Households that visit 11-21 times a month Majority of community respondents would 1 Y Group Shade is the #1 desire more amenities for the existing swim team like to see aquatic enhancements have children involved in most desired site aquatic sports would like a enhancement pool heater for swimming The #1 most desired aquatic year-round — enhancement is a Body Slide -� o v n I � # A iii •x - e n N!a 111 � d � •� I +4 VA 1� J� Lounge Area/Sun Deck -•• is the #2 most desired site enhancement Play Structure is the #2 most desired aquatic enhancement Public Cabanas thi, aquatic facility were #3 most desired be':ai;sa ,( is conveniently site enhancement,,, ocated'SSW Drop Slide �,the #3 deg!red aquatr{: enhanr. The Top 5 combined site and aquatic enhancements for respondents are: • Body Slide • Group Shade • Lounge Area/Sun Deck • Public Cabanas • Play Structure 56.3 % of respondents have families of 3-4 people and visit 1-10 times a month My kies still use the slides in lagoon but not for much longer' t= Households that visit 1-10 times in a month would love to see more big kid aquatic amenities Parkhill Option No. 1 Only Fund the Slide Complex with One Slide and the Kiddie Pool - Remove the second slide from the Base Bid as well as all other projects not necessary to install the one -slide Slide Complex and reconstruct the Kiddie Pool. Remove the Shade Structure from i' the Kiddie Pool. Existing shade structures between the Lap Pool and the Kiddie Pool will remain. Cost: $2,064,455 $21,236 Under Budget Contingency Included Option No. 2 Remove the Slide Complex Remove the Slide Complex from the Base Bid. Accept Add Alternates #144. Cost: $1,803,201 $282,490 Under Budget Contingency Included OPTION NO. 1 +,02 FAIN Chase Ellis 118 21 211 5 Trophy Ctub 1 Trophy Wood Drive Trophy Ciub, TX 76262 Trophy Club Community Pool Option 1 - Revision 1 PROPOSAL ITEM EMSCRITMON QL•AN frNrr ViNrrmce MPMCE 1Q Erosion Control 1 000 LS S12.712.00 $12.732-00 20 Tree Protection rx Temp Fence 1.000 LS 57.548.00 S7.548.00 30 Delnelidon 1.000 LS S50,000.00 550,0D0.00 40 fartnwork 1.000 LS 593,041.00 593X41.00 50 Storm Drainage 1.000 LS S32.800.00 532.800,00 60 Site Concrete 1 000 LS S56.000.00 S56,000-00 70 Decomposed Granite 1.000 LS Si4,506-00 514.506-00 80 Leisure Not 1`000 LS S822.913.00 S822,913.00 90 Stide Complex 1.000 LS S928,000.00 S928.000.00 120 Site Amenities 1.000 LS 518,565.00 518,565.00 130 Landscape 1.000 LS 514.230.00 S14.230.00 140 Irrigation 1,000 LS 514.110.00 $14.120.00 Base Bid 52,064,455.00 TOTAL: S2,064,455.00 Page 1 of t Option 04: No Frills Elements to include all Base Bid Items with the exception of the following items... Bid Item 06 - Site Concrete: Remove concrete edging to be at planter beds, concrete paving below shade structure, concrete paving below cabanas. Bid Item 09 - Slide Complex: Slide B (straight speed slide) to be removed. Bid Item 10 - Shade Structure Bid Item 11 - Cabanas Bid Item 12 - Site Amenities: In -Pool Lounges are to remain part of the Bid. Bid Item 13 - Landscape: All plant material, boulders and rock mulch to be removed from the bid and replaced with the specified turfgrass. Bid Item 14 - Irrigation: Irrigation to be revised for turfgrass in all areas to match landscape revisions. Trophy In Community Opoll 4 Re o,. I .--.i mIr .um" ow rum I f am 10 Erasion Cancral 1 ON) IS 512.732 DO 512.732.00 20 Tree Pr—tior Is, Temp Fence I No LS $7.548 00 57.548 00 30 Demolition I NO LS 550,00000 550,000.00 40 formwork 1 No IS 593,041 W 593.N1 N 50 Storm Dra ,e I No LS 532.80000 532.800.00 60 511e Cmcrete I No IS 556.00000 556.000-00 70 Decomposed Granite INN L5 S14.50600 51450600 80 Leisure Pool 1 NO IS s822,913.00 s822.911 DO W 51- c—Pe. 1. No LS S928,000 W 5928,000 00 120 Site Amemoes INo G $18.565 DO 518,565 DO 130 Lane:cape 1 ON IS s14,230 DD 514,230 DD 140 Irrigation 1.OW IS SI4, 12000 514.I2400 ease Nd $2,064,455.DO TOTAL: $2,064,455,00 • EXISTING UTILITIES CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION CONTRACTOR SHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIES IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR LOSSES DUE TO DAMAGE TO UTILITIES LOCATION FOR ALL UTILITIES SHOWN ON PLANS ARE APPROXIMATE CONTRACTOR SHALL CALL TEXAS 811 1-800-344-8377 CONTROL POINT #1 CONTROL POINT #2 CONTROL POINT #3 .'X" CUT END. ", CUT FND. CoM GPS Mon. 043 N - 712500' 56 N - 7124814 87 N - 7124848 88 E - "'I9220 III - 2548561 04 E - 2547677 32 ELEV - Sfi4 79 ELEV - 579 68 ELEV - 586 46 PAVING & JOINTING LEGEND 5- CONC PAVING ON COMPACTED SUBGRADE PER DET A21LD500 STRUCTURAL CON. PAVING, RE POOLSHEETS DECOMPOSED GRANITE SURFACING. RE: B2/LD501 DIJ DOWELED ISOLATION JOINT PER DET AlLD501 SAWN CONTROL JOINT PER DET A1/LD501 a ?2 3z +a 1� �• ` Add Allernale No 01 11 14 0 04 27 31 aD NORTH tl 29 +0' CONSTRUCTION NOTES EXAMINATION OF SITE WORK BEFORE SUBMITTING A BID- EACH BIDDER SHALL CAREFULLY EXAMINE THE SITE OF WORK EACH BIDDER SHALL INFORM HIMSELF/HERSELF PRIOR TO BIDDING AS TO THE EXISTING CONDITIONS AND LIMITATIONS UNDER WHICH THE WORK IS TO BE PERFORMED. AND SHALL INCLUDE IN HISMER BID A SUM TO COVER ALL COSTS OF ALL ITEMS NECESSARY TO PERFORM THE WORK AS SET FORTH IN THE CONTRACT DOCUMENTS NO ALLOWANCE WILL BE MADE TO ANY BIDDER BECAUSE OF LACK OF SUCH EXAMINATION OR KNOWLEDGE THE SUBMISSION OF A BID SHALL BE CONSTRUED AS CONCLUSIVE EVIDENCE THAT THE BIDDER IS SUFFICIENTLY FAMILIAR WITH ALL RELEVANT CONDITIONS CONCRETE FORMWORK AND REINFORCEMENT THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUM OF 46 HOURS PRIOR TO THE PLANNED PLACEMENT OF CONCRETE THE OWNER'S REPRESENTATIVE MUST HAVE OBSERVED AND APPROVED THE FORMWORK AND REINFORCEMENT PRIOR TO ANY PLACEMENT OF CONCRETE CONCRETE FINISH AND SAW JOINTS THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON THE SITE SAMPLE PANELS OF PAVEMENT 4' X 4' IN SIZE FOR EACH FINISH OF CONCRETE PAVEMENT THE SURFACE FINISHES SHALL BE AS APPROVED BV THE OWNER'S REPRESENTATIVE ANY CONCRETE PLACED WITH AN IMPROPER FINISH SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE ALL SAW JOINTS SHALL BE SAWN WITHIN 24 HOURS OF CONCRETE PLACEMENT ANY CONCRETE SAWN LATER THAN THIS WHICH, IN THE OPINION OF THE OWNER'S REPRESENTATIVE HAS EXCESSIVE SHRINKAGE CRACKS DUE TO NOT HAVING BEEN SAWN SOON ENOUGH SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE ALIGNMENT AND TANGENCY OF PAVEMENTS THE EDGES OF ALL FINISHED PAVING SHALL BE STRAIGHT OR SMOOTH CURVES (AS DELINEATED ON THE PLANS) WITH NO INTERRUPTIONS SUCH AS CHORDS WAVES. JOGS OR MISSED TANGENTS PAVEMENT WITH SUCH INTERRUPTION SHALL BE REMOVED TOWN STANDARDS ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN STANDARD SPECIFICATIONS. AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DIMENSIONS DIMENSIONS ARE TO BACKS OF CURBS, TO CENTERLINES OF FENCES, OR TO EDGES OF PAVEMENTS. UNLESS OTHERWISE INDICATED WRITTEN AND NUMBERED DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS ADJUSTMENTS IF THE CONTRACTOR BELIEVES IT IS NECESSARY TO MAKE AN ADJUSTMENT IN THE LAYOUT OR GRADE OF PROPOSED IMPROVEMENTS, SUCH AN ADJUSTMENT SHALL BE PROPOSED TO THE OWNER'S REPRESENTATIVE NO ADJUSTMENT WILL BE PERMITTED UNTIL IT HAS FIRST BEEN APPROVED BY THE OWNER'S REPRESENTATIVE TURFGRASS PLANTING TURFGRASS SHALL BE PLANTED AND ESTABLISHED. AS SPECIFIED. OVER ANY AREAS DISTURBED BY CONSTRUCTION THE TURFGRASS LIIMITS SHOWN ON THE PLANTING PLAN ARE NOT ABSOLUTE TURFGRASS PLANTING SHALL TAKE PLACE BEYOND THE LIMITS IF THE AREAS HAS BEEN DISTURBED BY CONSTRUCTION CONCRETE TRAIL I SIDEWALK LAYOUT THE CENTERLINE OF THE TRAIUSIDEWALK SHALL BE STAKED IN THE FIELD BY THE CONTRACTOR FOLLOWING THE ALIGNMENT SHOWN IN THE CONSTRUCTION DOCUMENTS APPROVAL OF THE CENTERLINE STAKING BY THE OWNERILANDSCAPE ARCHITECT IS REQUIRED PRIOR TO BEGINNING FORMWORK REFERENCE NOTES SCHEDULE CODE DESCRIPTION O5- CONIC PAVING ON COMPACTED SUBGRADE PER DET AVLD500 OCONC CONNECTION TO EX. CONC PAVING PER DET A4/LDSDO OCONC EDGING PER DET Al/LD500 OSAWN CONTROL JOINT PER DET AIILD501 ODOWELED ISOLATION JOINT PER DET A1/L0501 ODECOMPOSED GRANITE SURFACING PER DET B1- B21LD501 OTRENCH DRAIN PER DET B41LD501 OSTRUCTURAL CONC PAVING RE POOL LAYOUT SHEETS O BASIS OF DESIGN SUNSET CHAIR AND 4Z TABLE BY GROSFILLEX AS SPEC'D REFER TO SPECS FOR ALTERNATIVE 10 BASIS OF DESIGN EQUINOX UMBRELLA AS SPECD REFER TO SPECS FOR ALTERNATIVE 11 BASIS OF DESIGN SUNSET CHAISE LOUNGES BY GROSFLLEX AS SPEC'D- REFER TO SPECS FOR ALTERNATIVE 12 BASIS OF DESIGN MARINE GRADE POLYMER CURVE IN -POOL CHAISE LOUNGES BY TROPITONE AS SPEC'D REFER TO SPECS FOR ALTERNATIVE 13 PUNTER BED RE SHEET LP100 PLANTING PLAN 1+ RAISED PLANTER PER DET C1- C3/LD501 Q 1 15 4-POINT SAIL FABRIC SHADE STRUCTURE RE' SHEET LD511 ld 20'X20'SHADE STRUCTURE RE C1/LD510 rl 1ZX12' PYRAMID SHADE STRUCTURE BY USA SHADE RE AIILD510 POOL B•sUDE COMPLEX RE POOL LAYOUT SNEEM i+ LANDSCAPE EDGE ALONG FENCE AND IN BETWEEN FENCE POSTS RE B11PS01 ® AREA DRAIN INLET RE CIVIL SHEETS 23 PLANTER DRAIN INLET RE CIVIL SHEETS RELOCATED LIGHT FIXTURE RE ELEC SHEETS /1 6' CHAIN LINK FENCE RE F_ 11J 5' CHAIN LINK GATE RE EXISTING PUMP HOUSE EXISTING COMPETITION POOL EXISTING FABRIC SHADE STRUCTURE EXISTING RAISED PLANTER BED EXISTING ORNAMENTAL FENCE EXISTING CONCRETE POOL DECK Parkhill C TROPHY CLUB CLIENT Town of Trophy Club 1 Trophy Wood Drive Trophy Club, TX 76262 PROJECT ND- 42997.24 2 08/11/2025 Addend-002 1 07/28/2025 Addendum 001 - 07/21/2025 Issue for Proposal p DATE DESCRIPTION Construction Layout LC1D0 OPTION NO. 2 rM. FAIN Chase Ellis Trophy Club i Trophy Woad Drive Trophy Club, TX 76262 08/21/2025 PROPOSAL - Trophy Club Community Pool - Option 2 num f1BSCBI'Fmm QUAN. UNIM UNUFMCE EXTP810E 10 Erosion Control 1.000 LS $12,732-00 $12,732.00 20 Tree Protection rt Temp Fence 1.000 LS $7,548.00 57,548M 30 Demolition 1.000 LS $50,000.00 $50,000.00 40 Earthwork 1.000 LS $93,041.00 593,041.00 50 Storm Drainage 1.000 LS $32,800.00 $32,900.00 60 Site Concrete 1.000 LS $60,000.00 $60,D00.00 70 Decomposed Granite 1.000 LS $14,506.00 $14,506.00 80 Leisure Pool 1.000 LS $872,913.00 $872,913.00 90 Slide Complex 1.000 LS $112,000.00 5112,000.00 100 Shade Structure 1.000 LS $24,234.00 $24,234.00 110 Cabanas 1.000 LS $49,314.00 $49,314.00 120 Site Amenities 1.000 LS $18,565.00 $18,565.00 130 Landscape 1.000 LS 555,573.00 $55,573.00 140 Irrigation 1.000 LS $25,582,00 $25,592.00 Base Bid $1,428,,908.00 150 Alt #1 - 20x20 Shade Structures 1.00D Ls $206,000.00 S206,000.00 160 Alt #2 - 12x12 Cabana Structures 1.000 LS 575,634.00 $75,634.00 170 Alt #3 - Chairs, Tables, Umbrellas 1.Wo LS S12,085,00 $12,085.00 180 Alt #4 - Prefabricated Structure 1.000 LS $80,674.00 $80,674.00 TOTAL: $1,803,201.00 Page I of 1 Option 02, No Pool B Slide Complex Elements to include the following... All Base Bid Items except for Pool B - Slide Complex. Add Alternate 01 - Northeast Gathering Area is to be included in the overall cost of this option. Add Alternate 02 - Poolside Cabanas is to be included in the overall cost of this option. Add Alternate 03 - Additional Pool Deck Tables & Chairs is to be included in the overall cost of this option. Add Alternate 04 - Shade Structure over Pool A is to be included in the overall cost of this option, Trophy Club Community Pool O ,— 2 A01 WAN 10141IT OIVIfril >Q/rj= 10 Erosion Canrrol GOD 512 732 00 512 732 00 - 20 Tree Praeecnon rx Temp Fence 1 GOD 3 S7 5. DO 57 548 00 30 Gemohu— I Dan el S5o,o0O 00 S5o DDo Do 40 EI-116 1, Dan S 593 .1 Do 50 Storm Drainage I GOD L1 532.800 DO 532,B00 DO 60 Ale Concrete I No a S6LOD0-00 56o.000 GO - 70 Decomposed Granite 1.000 li $14.506 Go 514,50600 80 Leisure Popl 1 000 Ls 58R.913 OD 5872.113 00 90 sbde Complex IDoo Li 5112.000 D0 s112,00000 100 Shade S1ru1lure I ODD {A. S24.234 00 S24,134 00 _ - - 110 Cabanas 1.000 Sj 549.314.00 549.314 00 120 ALp Amenrtles I. GOD LS 518,565.0o S18,565 00 110 landscape I.000 to 555-571-M 555.573 00 140 hngannn LLDO L1 525.5112.00 S25 sex W Eau Bid $1.428.808 00__- 15D All =1 • 20.20 Shade Structures F DW LS 5206.000 00 5206 000 00 -- 160 All =2 • 12s12 Cabana svucwres 1 Go L5 575 63aaa 575,634 Go 13 Id 170 All :3 • Chairs Tables, Umbrellas 1 GOD LS S12.085 00 S12,O115 DO IBO All =4- P,e/ab,'C td Structure 1 000 LS 58D,671N 511C.- 00 TOTAL: $1,803,201.0o r . : �..*, �1R!+� li 0 PAVING & JOINTING LEGEND Y CON. PAVING ON COMPACTED SUBGRADE PER OET -1 13-100 STRUCTURAL CON. PAVING RE POOL SHEETS DECOMPOSED GRANITE SURFACING. RE B2/LD501 DU DOWELED ISOLATION JOINTPERDET AILDSOI SAWN CONTROL JOINT PER DET AULD501 2 ADD AlIAmatt MD 73 '� �`■� Add Allen, to No 02 32 I � ■ 1 ■ 1/� �1, ■ 29 I 1 17 y+ 4 1Q ■ 1 21 •I�7�1 �� r 7 Add Alternate No 04 16 27 0 R3ff� l I ig. ! -A i7 • 'r•20 s 72 13 TO 32 T pi . 3 0 O 0 EXISTING UTILITIES CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION CONTRACTOR SHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIES IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR LOSSES DUE TO DAMAGE TO UTILITIES LOCATION FOR ALL UTILITIES SHOWN ON PLANS ARE APPROXIMATE CONTRACTOR SHALL CALL TEXAS 811 1-800-344-8377 CONTROL POINT #1 CONTROL POINT #2 CONTROL POINT43 "X" CUT FN D. "X" CUT FND. CoM GPS Mon. #43 N - 7125005 56 N - 7124814 87 N - 712"48 B8 E - 2549220 74 E - 2548561 04 E - 2547671 32 ELEV - 564 79 ELEV - 579 68 ELEV - 58646 OD NORTH 0 20' 40 CONSTRUCTION NOTES EXAMINATION OF SITE WORK BEFORE SUBMITTING A BID. EACH BIDDER SHALL CAREFULLY EXAMINE THE S1TE OF WORK EACH BIDDER SHALL INFORM HIMSELF/HERSELF PRIOR TO BIDDING AS TO THE EXISTING CONDITIONS AND LIMITATIONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND SHALL INCLUDE IN HIS/HER BID A SUM TO COVER ALL COSTS OF ALL ITEMS NECESSARY TO PERFORM THE WORK AS SET FORTH IN THE CONTRACT DOCUMENTS, NO ALLOWANCE WILL BE MADE TO ANY BIDDER BECAUSE OF LACK OF SUCH EXAMINATION OR KNOWLEDGE THE SUBMISSION OF A BID SHALL BE CONSTRUED AS CONCLUSIVE EVIDENCE THAT THE BIDDER IS SUFFICIENTLY FAMILIAR WITH ALL RELEVANT CONDITIONS CONCRETE FORMWORK AND REINFORCEMENT THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUM OF 40 HOURS PRIOR TO THE PLANNED PLACEMENT OF CONCRETE THE OWNER'S REPRESENTATIVE MUST HAVE OBSERVED AND APPROVED THE FORMWORK AND REINFORCEMENT PRIOR TO ANY PLACEMENT OF CONCRETE CONCRETE FINISH AND SAW JOINTS THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON THE SITE SAMPLE PANELS OF PAVEMENT 4' X 4 IN SIZE FOR EACH FINISH OF CONCRETE PAVEMENT THE SURFACE FINISHES SHALL BE AS APPROVED BY THE OWNER'S REPRESENTATIVE ANY CONCRETE PLACED WITH AN IMPROPER FINISH SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE ALL SAW JOINTS SHALL BE SAWN WITHIN 24 HOURS OF CONCRETE PLACEMENT ANY CONCRETE SAWN LATER THAN THIS WHICH. IN THE OPINION OF THE OWNER'S REPRESENTATIVE. HAS EXCESSIVE SHRINKAGE CRACKS DUE TO NOT HAVING BEEN SAWN SOON ENOUGH, SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE ALIGNMENT AND TANGENCY OF PAVEMENTS THE EDGES OF ALL FINISHED PAVING SHALL BE STRAIGHT OR SMOOTH CURVES (AS DELINEATED ON THE PLANS) WITH NO INTERRUPTIONS SUCH AS CHORDS. WAVES, JOGS OR MISSED TANGENTS PAVEMENT WITH SUCH INTERRUPTION SHALL BE REMOVED TOWN STANDARDS ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN STANDARD SPECIFICATIONS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DIMENSIONS DIMENSIONS ARE TO BACKS OF CURBS TO CENTERLINES OF FENCES, OR TO EDGES OF PAVEMENTS UNLESS OTHERWISE INDICATED WRITTEN AND NUMBERED DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS ADJUSTMENTS IF THE CONTRACTOR BELIEVES IT IS NECESSARY TO MAKE AN ADJUSTMENT IN THE LAYOUT OR GRADE OF PROPOSED IMPROVEMENTS- SUCH AN ADJUSTMENT SHALL BE PROPOSED TO THE OWNER'S REPRESENTATIVE NO ADJUSTMENT WILL BE PERMITTED UNTIL IT HAS FIRST BEEN APPROVED BY THE OWNER'S REPRESENTATIVE T URFIBRASS PLANTINO TURFGRASS SHALL BE PLANTED AND ESTABLISHED- AS SPECIFIED OVER ANY AREAS DISTURBED BY CONSTRUCTION THE TURFGRASS LIMITS SHOWN ON THE PLANTING PLAN ARE NOT ABSOLUTE TURFGRASS PLANTING SHALL TAKE PLACE BEYOND THE LIMITS IF THE AREAS HAS BEEN DISTURBED BY CONSTRUCTION CONCRETE TRAIL I SIDEWALK LAYOUT THE CENTERLINE OF THE TRAIUSIDEWALK SHALL BE STAKED IN THE FIELD BY THE CONTRACTOR FOLLOWING THE ALIGNMENT SHOWN IN THE CONSTRUCTION DOCUMENTS APPROVAL OF THE CENTERLINE STAKING BY THE OWNER/LANDSCAPE ARCHITECT IS REQUIRED PRIOR TO BEGINNING FORMWORK REFERENCE NOTES SCHEDULE CODE DESCRIPTION OS- CONC PAVING ON COMPACTED SUBGRADE PER DET A21LD500 OCONIC CONNECTION TO EX CONIC PAVING PER DET A41LO500 OCONIC EDGING PER DET Al/LD500 OSAWN CONTROL JOINT PER DET AlILD501 ODOWELED ISOLATION JOINT PER DET A1ILD501 ODECOMPOSED GRANITE SURFACING PER DET Bl. B21LD501 OTRENCH DRAIN PER DET BQLD501 OSTRUCTURAL CONIC PAVING RE POOL LAYOUT SHEETS O BASIS OF DESIGN SUNSET CHAIR AND 42' TABLE BY GROSFILLEX AS SPECD REFER TO SPECS FOR ALTERNATIVE 10 BASIS OF DESIGN EQUINOX UMBRELLA AS SPECD REFER TO SPECS FOR ALTERNATIVE 11 BASIS OF DESIGN SUNSET CHAISE LOUNGES BY GROSFILLEX AS SPECD REFER TO SPECS FOR ALTERNATIVE 12 BASIS OF DESIGN MARINE GRADE POLYMER CURVE IN -POOL CHAISE LOUNGES BY TROPITONE AS SPECD REFER TO SPECS FOR ALTERNATIVE 13 PLANTER BED RE SHEET LP100 PLANTING PLAN 14 RAISED PLANTER PER DET- C1, C31LD500 1 15 4-POINT SAIL FABRIC SHADE STRUCTURE RE SHEET LD511 16 20'X20' SHADE STRUCTURE RE C1/LDS10 17 12'X72' PYRAMID SHADE STRUCTURE BY USA SHADE RE Al/LD510 } A• E UR RE uY 5 E. e 14 POM B- gub-E COMPLEX RG POOL LAYOUT.$HEF PLAY 1] R - LAY 21 LANDSCAPE EDGE ALONG FENCE AND IN BETWEEN FENCE POSTS RE 61ILP501 OAREA DRAIN INLET RE: CIVIL SHEETS 23 PLANTER DRAIN INLET RE CIVIL SHEETS ;4 RELOCATED LIGHT FIXTURE RE ELEC SHEETS 27t6' CHAIN LINK FENCE G' CHAIN LINK GATE RE OEXISTING PUMP HOUSE 29 EXISTING COMPETITION POOL 30 EXISTING FABRIC SHADE STRUCTURE 31 EXISTING RAISED PLANTER BED 32 EXISTING ORNAMENTAL FENCE 33 EXISTING CONCRETE POOL DECK Parkhill �s �z an Tx qr� OF ��.�• 08JI112025 C TROPHY CLUB Town of Trophy Club 1 Trophy Wood Drive Trophy Club, TX 76262 PROJECT NO. 4299724 2 08/11/2025 Addendum 002 1 07/28/2025 Addendum 001 07/21/2025 Issue or Proposal DATE OESCRIPTION Construction Layout 11101I1I+1 OPTION NO. 3 ■ FAIN Chase Ellis 08/21 /2025 Trophy Club 1 Trophy Wood Drive Trophy Club, TX 76262 Trophy Club Community Pool - Option 3 Revision 1 PROPOSAL MM msc81FCION QUAN UNIT UWrFRICE YXTPR3CF.. 10 Erosion Control 1.000 LS $12,732.00 $12,732.o0 20 Tree Protection B: Temp Fence 1.000 LS $7,548.00 $7,548.00 30 Demolition 1.000 LS 550,000.00 $50,000.0o 40 Earthwork 1.000 LS $93,041.00 $93,041.00 50 Storm Drainage 1.000 LS $32,800.00 532,B00.00 60 Site Concrete 1.000 LS $60,000.00 $60,000.00 70 Decomposed Granite 1.000 LS $14,506.00 $14,506.00 80 Leisure Pool Allowance for Misc. Repairs 1.000 LS 525,000.00 $25,000.00 90 Slide Complex 1.000 LS $1,037,092,00 $1,037,092.00 100 Shade Structure 1.000 LS $24,234.00 $24,234.00 110 Cabanas 1.000 LS $49,314.00 $49,314.00 120 Site Amenities 1.000 LS S18,565.00 $18,565.00 130 Landscape 1.000 LS S55,573.00 $55,573.00 140 Irrigation 1.000 LS $25,582.00 $25,582.00 Base Bid $1,505,987.00 150 Alt## - 20x20 Shade Structures t.ODo LS S206,000.00 $206,000.00 170 Alt #3 - Chairs, Tables, Umbrellas 1.000 LS $12,085,00 $12,085.00 180 Alt K4 - Prefabricated Structure 1,000 LS $80,674.00 $80,674.00 TOTAL: $1,804,746.00 Page 1 of 1 Option 03: No Pool A Leisure Pool Elements to include the following... All Base Bid Items except for: Pool A - Leisure Pool... Renovations/repairs to be made to existing pool slide, pool lighting and tile as discussed in August 19th meeting. Slide B (straight speed slide) will be removed from Pool B - Slide Complex. Add Alternate 01 - Northeast Gathering Area is to be included in the overall cost of this option. Add Alternate 02 - Poolside Cabanas is to be included in the overall cost of this option. Add Alternate 03 - Additional Pool Deck Tables & Chairs is to be included in the overall cost of this option. Add Alternate 04 - Shade Structure over Pool A is to be included in the overall cost of this option. Trophy Club Common,,, Paul 0p1m 3 Rears I sun OSl�►i1Q4 10 Eros,on Canlrol 20 Tree Protec L,pn 6 Temp Fmce 10 Demob[,an a0 Larth-1, 50 51prm Dram , 60 S,Le Concrete 70 Decomposed Gem 90 Le,sure Pool Allowance for M,sc. Repass 90 Sbdc Co tp IN Shade 51ruc1ure I10 Cabanas P20 5ueAmm,L- 130 Lunduape I40 Irript- 150 -it -1. 2N205ha,k Structures 170 At, e3 . Chas. Tables. Dmbrellns !a0 Al _-1N49rr+twvn we i EXISTING UTILITIES CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION CONTRACTOR SHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIES IN LOCATING UTILITIES CONTRACTOR SHALL BE HELD RESPONSIBLE FOR LOSSES DUE TO DAMAGE To UTILITIES LOCATION FOR ALL UTILITIES SHOWN ON PLANS ARE APPROXIMATE CONTRACTOR SHALL CALL TEXAS 811 1-600-344-8377 ■ t , ON LS 1 000 L$ 1 ON LS 1 000 LS ON LS 0. L5 00C L5 LOW LS .0X L5 I ON LS I NO LS I ON LS 1 ON L5 I DOD LS '.000 L5 1 000 L5 MRftlQ' 51;732 DO 57.548 W 55.,000 00 591041 DO 5]L80000 S60.000 00 SIA,5D6 Do 525.Now 51-011.M2 DO 524,214 W 5J9,314,00 519.565 W $55,571. 00 525.582.00 sio1000.00 512.085 DD "0 674 M TOTAL: Farago $12 732 W 57-548 00 550 ON DO S93 04, 00 S32.800 00 560.DOO 00 $14 5W W 525 ,XA OD S,_037-092 00 524 214 DO $11 114 DO 519 565 DO 555 571 m 525 592 00 S1,105,91tl 00 52M 000 00 $12 085 DO $90 674 DO $1.804. 746 00 E Add Allemale No 03 Add AILemado No 02 l! �rAdd A1111date No 04 CONTROL POINT 41 CONTROL POINT #2 CONTROL ONTO ..X.. CUT FND. 'X" CUT FND. CoM GIPS Mon #43 N - 7125005 56 N - 7124814 87 N - 7124848 88 E - 2549220 74 E - 2548561 04 E - 2547677 32 ELEV-564-79 ELEV -57968 ELEV -58646 4aI PAVING & JOINTING LEGEND I 15- CONIC PAVING ON COMPACTED SUBGRADE PER DET A2ILD500 STRUCTURAL CON. PAVING RE POOL SHEETS DECOMPOSED GRANITE SURFACING. RE 3-1 13501 DIJ DOWELED ISOLATION JOINT PER DET Al LD501 SAWN CONTROL JOINT PER DET A11LD501 Add Allemale No 01 • CONSTRUCTION NOTES EXAMINATION OF SITE WORK BEFORE SUBMITTING A BID. EACH BIDDER SHALL CAREFULLY EXAMINE THE SITE OF WORK EACH BIDDER SHALL INFORM HIMSELF/HERSELF PRIOR TO BIDDING AS TO THE EXISTING CONDITIONS AND LIMITATIONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND SHALL INCLUDE IN HIS/HER BID A SUM TO COVER ALL COSTS OF ALL ITEMS NECESSARY TO PERFORM THE WORK AS SET FORTH IN THE CONTRACT DOCUMENTS NO ALLOWANCE WILL BE MADE TO ANY BIDDER BECAUSE OF LACK OF SUCH EXAMINATION OR KNOWLEDGE THE SUBMISSION OF A BID SHALL BE CONSTRUED AS CONCLUSIVE EVIDENCE THAT THE BIDDER IS SUFFICIENTLY FAMILIAR WITH ALL RELEVANT CONDITIONS CONCRETE FORMWORK AND REINFORCEMENT THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUM OF 48 HOURS PRIOR TO THE PLANNED PLACEMENT OF CONCRETE THE OWNER'S REPRESENTATIVE MUST HAVE OBSERVED AND APPROVED THE FORMWORK AND REINFORCEMENT PRIOR TO ANY PLACEMENT OF CONCRETE CONCRETE FINISH AND SAW JOINTS THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON THE SITE SAMPLE PANELS OF PAVEMENT 4' X 4' IN SIZE FOR EACH FINISH OF CONCRETE PAVEMENT THE SURFACE FINISHES SHALL BE AS APPROVED BY THE OWNER'S REPRESENTATIVE ANY CONCRETE PLACED WITH AN IMPROPER FINISH SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE ALL SAW JOINTS SHALL BE SAWN WITHIN 24 HOURS OF CONCRETE PLACEMENT ANY CONCRETE SAWN LATER THAN THIS WHICH, IN THE OPINION OF THE OWNER'S REPRESENTATIVE. HAS EXCESSIVE SHRINKAGE CRACKS DUE TO NOT HAVING BEEN SAWN SOON ENOUGH. SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE ALIGNMENT AND TANGENCY OF PAVEMENTS THE EDGES OF ALL FINISHED PAVING SHALL BE STRAIGHT OR SMOOTH CURVES (AS DELINEATED ON THE PLANS) WITH NO INTERRUPTIONS SUCH AS CHORDS. WAVES. JOGS OR MISSED TANGENTS PAVEMENT WITH SUCH INTERRUPTION SHALL BE REMOVED TOWN STANDARDS ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN STANDARD SPECIFICATIONS. AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DIMENSIONS DIMENSIONS ARE TO BACKS OF CURBS- TO CENTERLINES OF FENCES, OR TO EDGES OF PAVEMENTS, UNLESS OTHERWISE INDICATED WRITTEN AND NUMBERED DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS ADJUSTMENTS IF THE CONTRACTOR BELIEVES IT IS NECESSARY TO MAKE AN ADJUSTMENT IN THE LAYOUT OR GRADE OF PROPOSED IMPROVEMENTS. SUCH AN ADJUSTMENT SHALL BE PROPOSED TO THE OWNER'S REPRESENTATIVE NO ADJUSTMENT WILL BE PERMITTED UNTIL IT HAS FIRST BEEN APPROVED BY THE OWNER'S REPRESENTATIVE TURFGRASS PLANTING TURFGRASS SHALL BE PLANTED AND ESTABLISHED. AS SPECIFIED, OVER ANY AREAS DISTURBED BY CONSTRUCTION THE TURFGRASS LIMITS SHOWN ON THE PLANTING PLAN ARE NOT ABSOLUTE TURFGRASS PLANTING SHALL TAKE PLACE BEYOND THE LIMITS IF THE AREAS HAS BEEN DISTURBED BY CONSTRUCTION CONCRETE TRAIL/ SIDEWALK LAYOUT THE CENTERLINE OF THE TRAIUSIDEWALK SHALL BE STAKED IN THE FIELD BY THE CONTRACTOR FOLLOWING THE ALIGNMENT SHOWN IN THE CONSTRUCTION DOCUMENTS APPROVAL OF THE CENTERLINE STAKING BY THE OWNERILANDSCAPE ARCHITECT IS REOUIRED PRIOR TO BEGINNING FORMWORK REFERENCE NOTES SCHEDULE CODE DESCRIPTION O5- CONC PAVING ON COMPACTED SUBGRADE PER DET A21LD500 OCONIC CONNECTION TO EX CONC PAVING PER DIET A41LD500 OCONIC EDGING PER DET A11113500 OSAWN CONTROL JOINT PER DET AlTD501 ODOWELED ISOLATION JOINT PER DET AIILD501 ODECOMPOSED GRANITE SURFACING PER DET B1- B2ILD501 OTRENCH DRAIN PER DET B4ILD501 OSTRUCTURAL CONIC PAVING RE POOL LAYOUT SHE- O BASIS OF DESIGN SUNSET CHAIR AND 42' TABLE BY GROSFILLEX AS SPECD REFER TO SPECS FOR ALTERNATIVE 10 BASIS OF DESIGN EOUINOX UMBRELLA AS SPECD REFER TO SPECS FOR ALTERNATIVE 11 BASIS OF DESIGN SUNSET CHAISE LOUNGES BY GROSFILLEX AS SPECD REFER TO SPECS FOR ALTERNATIVE 12 BASIS OF DESIGN MARINE GRADE POLYMER CURVE IN -POOL CHAISE LOUNGES BY TROPITONE AS SPECD REFER TO SPECS FOR ALTERNATIVE 13 PLANTER BED RE SHEET LP100 PLANTING PLAN 14 RAISED PLANTER PER DET C1 C31LD500 Q 1 15 4-POINT SAIL FABRIC SHADE STRUCTURE RE SHEET LD511 16 20X20 SHADE STRUCTURE RE C1/LD510 17 17X72' PYRAMID SHADE STRUCTURE BY USA SHADE RE All-D510 L4 POOLA-iEl L RE PO LAY IiTS ET T4 POOL B •SLIDE COMPLEX RE POOL :AYOU: SHEET$ 21 LANDSCAPE EDGE ALONG FENCE AND IN BETWEEN FENCE POSTS RE 1311LP501 22 AREA DRAIN INLET RE CIVIL SHEETS PLANTER DRAIN INLET RE CIVIL SHEETS RELOCATED LIGHT FIXTURE RE ELEC SHEETS Q 25 .HATED LINK F£VCE RE �] OT Ci1Am I.INK W.E RE 28 EXISTING PUMP HOUSE 29 EXISTING COMPETITION POOL OEXISTING FABRIC SHADE STRUCTURE 31 EXISTING RAISED PLANTER BED OEXISTING ORNAMENTAL FENCE OEXISTING CONCRETE POOL DECK Parkhill :u bysF� 4lfi OF3i r4} 0811112025 T(7*::7 TROPHY CLUB CLIENT Town of Trophy Club 1 Trophy Wood Drive Trophy Club, TX 76262 PROJECT NO, 4299724 2 D5111/2025 Addendum 002 1 07/28/2025 Addendum 001 07/21/2025 Issue lo, Proposal p DATE DESCRIPTION Construction Layout LC 100 OPTION NO. 4 r.M FAIN Chase Ellis 08/21/2Ji25 Trophy Club 1 Trophy Wood Drive Trophy Club. TX 76262 Trophy Club Community Pool - Option 4 PROPOSAL MM OF-Vi A'i'fON QuAN UNCf UNf! PRICE EXT PRICE 10 Erosion Control 1.000 LS $12,732.00 $12,732.00 20 Tree Protection Et Temp Fence 1.000 LS $7,548.00 $7,548.00 30 Demolition 1.000 LS $50,000.00 $50,000.00 40 Earthwork 1.000 LS $93.041,00 $93,041.00 50 Storm Drainage 1,000 LS $32,800.00 $32,800.00 60 Site Concrete 1.000 LS $60,000.00 560,000.00 70 Decomposed Granite 1.000 LS 514,506.00 $14,506.00 80 Leisure Pool 1 Goo LS $822,913.00 $822,913.00 90 Slide Complex (No Slide 8) 1.000 LS $928,000.00 $928,000.00 100 Shade Structure 1.000 LS $24,234.00 $24,234.00 110 Cabanas 1.000 LS $49,314.00 $49,314.00 120 Site Amenities 1.000 LS $18,565.00 518,565.00 130 Landscape 1.000 LS $55,573.00 $55,573.00 140 Irrigation 1.000 LS $25,582.00 $25,582.00 Base Bid $2,194,808.00 150 Alt M1 20x20 Cabana Area 1.= LS 5206,000.00 5206,000.00 180 Alt #4 - Prefabricated Structure I,= LS $80,674,00 580,674.00 TOTAL: $2,481,482.00 Page 1 of 1 Option 01: Everything Minus Slide B Elements to include the following... All Base Bid Items except Slide B (straight speed slide) will be removed from Pool B - Slide Complex. Add Alternate 01 - Northeast Gathering Area is to be included in the overall cost of this option. Add Alternate 04 - Shade Structure over Pool A is to be included in the overall cost of this option. • -phy CIUP C.--ty Paal OPNpn 1 @ma Qum e0 mm� so= 10 Eroaon C1n111t I oo0 Ls S12 732 On S12]32 00 20 Tree Prnr n- 51emp fence I O00 Ls 57 548 DO 57.546A0 30 Dem In— 1000 L5 550.000 Do 55O,o1100D 40 Ear h-1, I coo Ls 593.001 00 593,0E1.00 50 Starm Dra,nage 1 OLD LS 532.800 DD 532'aw W 60 Site Concrete I ON lS S60.00000 560,000 00 70 Decomposed G,amte I.0o0 LS SI{506, OD 5 14. 506 W 80 Lelsu,e Po l I DO LS 582L913 00 582Z,913 00 90 Shde Comptex IN, St,de BI I.0o0 LS $918.000 DO 5928.M W 10 Shade structure I Coo L5 S74,234 D0 S2a.231 00 1Io Obana5 Local IS 541,114 Do 549,314 W 120 511c Amen,Oet I.ODD LS 518565 DO 518,565 0o 'Io Landscape I coo LS 555,573.00 555,573 00 140 1111910— 1 ODD LS S25.581 OD 525,511LOO Base eld $2.194,808600 150 411 xi 2N20 Cabana Area I aoC Is s206.000 w sm o00.o0 2D III =4 • Prelabncated Stluctule I ODD LS S-74 00 SB467400 TOTAL: 53,4111.411L00 PAVING & JOINTING LEGEND CONSTRUCTION NOTES 5" CON. PAVING ON COMPACTED.... -DE PER DET A2 U.-. EXAMINATION OF SITE WORK BEFORE SUBMITTING A BID EACH BIDDER SHALL CAREFULLY EXAMINE THE SITE OF WORK EACH BIDDER SHALL INFORM HIMSELF/HERSELF PRIOR TO BIDDING AS TO THE EXISTING CONDITIONS AND LIMITATIONS UNDER WHICH THE STRUCTURAL CONIC PAVING, RE POOL SHEETS WORK IS TO BE PERFORMED, AND SHALL INCLUDE IN HISMER BID A SUM TO COVER ALL COSTS OF ALL ITEMS NECESSARY TO PERFORM THE WORK AS SET FORTH IN THE CONTRACT DOCUMENTS NO ALLOWANCE WILL BE MADE DECOMPOSED GRANITE SURFACING, RE 13=501 TO ANY BIDDER BECAUSE OF LACK OF SUCH EXAMINATION OR KNOWLEDGE THE SUBMISSION OF A BID SHALL BE CONSTRUED AS CONCLUSIVE EVIDENCE THAT THE BIDDER IS SUFFICIENTLY FAMILIAR WITH ALL RELEVANT CONDITIONS DIJ DOWELED ISOLATION JOINT PER DET Al LD501 CONCRETE FORMWORK AND REINFORCEMENT SAWN CONTROL JOINT PER DET A1/1_13501 THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUM OF 48 HOURS PRIOR TO THE PLANNED PLACEMENT OF CONCRETE THE OWNER'S REPRESENTATIVE MUST HAVE OBSERVED AND APPROVED THE FORMWORK AND REINFORCEMENT PRIOR TO ANY PLACEMENT OF CONCRETE CONCRETE FINISH AND SAW JOINTS THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON THE SITE SAMPLE PANELS OF PAVEMENT 4' X 4' IN SIZE FOR EACH FINISH OF CONCRETE PAVEMENT THE SURFACE FINISHES SHALL BE AS APPROVED BY THE OWNER'S REPRESENTATIVE ANY CONCRETE PLACED WITH AN IMPROPER FINISH SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE ALL SAW JOINTS SHALL BE SAWN WITHIN 24 HOURS OF CONCRETE PLACEMENT ANY CONCRETE SAWN LATER THAN THIS WHICH, IN THE OPINION OF THE OWNER'S REPRESENTATIVE HAS EXCESSIVE SHRINKAGE CRACKS DUE TO NOT HAVING BEEN SAWN SOON ENOUGH SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE ALIGNMENT AND TANGENCY OF PAVEMENTS THE EDGES OF ALL FINISHED PAVING SHALL BE STRAIGHT OR SMOOTH CURVES (AS DELINEATED ON THE PLANS) WITH NO INTERRUPTIONS SUCH AS CHORDS WAVES. JOGS. OR MISSED TANGENTS PAVEMENT WITH SUCH INTERRUPTION - SHALL BE REMOVED TOWN STANDARDS ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN STANDARD SPECIFICATIONS AND THE _ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DIMENSIONS DIMENSIONS ARE TO BACKS OF CURBS TO CENTERLINES OF FENCES OR TO EDGES OF PAVEMENTS UNLESS f OTHERWISE INDICATED WRITTEN AND NUMBERED DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS ADJUSTMENTS IF THE CONTRACTOR BELIEVES IT IS NECESSARY TO MAKE AN ADJUSTMENT IN THE LAYOUT OR GRADE OF PROPOSED IMPROVEMENTS. SUCH AN ADJUSTMENT SHALL BE PROPOSED TO THE OWNER'S REPRESENTATIVE NO ADJUSTMENT WILL BE PERMITTED UNTIL IT HAS FIRST BEEN APPROVED BY THE OWNER'S REPRESENTATIVE 52 If '- TURFGRASS PLANTING 19 2B TURFGRASS SHALL BE PLANTED AND ESTABLISHED. AS SPECIFIED. OVER ANY AREAS DISTURBED BY CONSTRUCTION 3 THE TURFGRASS LIMITS SHOWN ON THE PLANTING PLAN ARE NOT ABSOLUTE TURFGRASS PLANTING SHALL TAKE PLACE BEYOND THE LIMITS IF THE AREAS HAS BEEN DISTURBED BY CONSTRUCTION 3 CONCRETE TRAIL 1 SIDEWALK LAYOUT - THE CENTERLINE OF THE TRAIUSIDEWALK SHALL BE STAKED IN THE FIELD BY THE CONTRACTOR FOLLOWING THE p _ _ ALIGNMENT SHOWN IN THE CONSTRUCTION DOCUMENTS APPROVAL OF THE CENTERLINE STAKING BY THE Ili OWNERA_ANDSCAPE ARCHITECT IS REQUIRED PRIOR TO BEGINNING FORMWORK t ' •4r REFERENCE NOTES SCHEDULE 2 CODE DESCRIPTION 21 L AddAllemateNo 01 1 O CONC PAVING ON COMPACTED SUBGRADE PER DET A21LD50O �CONC CONNECTION TO EX CONC PAVING PER DET A4ILD500 7. Atltl Alternate No 03 7'_0" 32 CONC EDGING PER DET A7/L.S00 � 1 Ar Add Alternate No 02 SAWN CONTROL JOINT PER DET AlILD501 DOWELED ISOLATION JOINT PER DET AIILD501 1 37 ODECOMPOSED GRANITE SURFACING PER DET Bl B211.13501 f I A • Ate_ 8 AA S`\ O TRENCH DRAIN PER DET 84ILD501 8 STRUCTURAL CONIC PAVING RE POOL LAYOUT SHEETS 1 f5 A BASIS 0 DESIGN SUNSET CHAIR AND 42' TABLE BY GROSFILLEX AS SPEC'. REFER TO SPECS FOR 1e. rf lA A5A1 O ALTERNATIVE " 21 ' J� Y' 5 --A• 33 10 BASIS OF DESIGN EQUINOX UMBRELLA AS SPECD REFER TO SPECS FOR ALTERATIVE R10'•d '(S 4 AA _. ' - - 11 BASIS OF DESIGN SUNSET CHAISE LOUNGES BY GROSFILLEX AS SPEC'D REFER TO SPECS FOR ALTERNATIVE S POLYMER CURVE IN -POOL CHAISE LOUNGES BY TROPITONE AS SPEC'D BASIS F DESIGN MARINEALTERNATIVEGRADE 17 1$ b l 2 O 12 REFER SPECS ;Z RTt, • Atltl Alternate No 04 � - 13 PLANTER BED RE SHEET LP100 PLANTING PLAN .IT• `�ti 22 16 31 27 14 RAISED PLANTER PER DET C7. C3/LD500 Q J` S,� ♦ i 4-POINT SAIL FABRIC SHADE STRUCTURE RE SHEET LD511 22 p RJR 16 20'X20' SHADE STRUCTURE RE ClILD510 17' 13 510 12'Xt2' PYRAMID SHADE STRUCTUf'f5 g•% a - Ia LA- El U RE Q O POOL $. SUT7E COMPLEX AE POO22 i9 13 PLAY TUG UR 70 21 LANDSCAPE EDGE ALONG FENCE AND IN BETWEEN FENCE POSTS RE BIILP501 AREA DRAIN INLET RE CIVIL SHEETS PLANTER DRAIN INLET RE CIVIL SHEETS _ RELOCATE. LIGHT FIXTURE RE ELEC SHEETS • $ CHNN LINK FENCE RE [$] _, � CHAIN LINK GATE RE 2t H - 2B EXISTING PUMP HOUSE OEXISTING COMPETITION POOL EXISTING UTILITIES ® O EXISTING FABRIC SHADE STRUCTURE CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION CONTRACTOR FCON�TROLPOINT#1 V V 31 EXISTING RAISED PLANTER BED SHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIES N LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE CONTROL POINT #2 "X" CUT FND. CONTROL POINT #3 CaM GPS Mort 1I43 i EXISTING ORNAMENTAL FENCE FOR LOSSES DUE TO DAMAGE TO UTILITIES LOCATION FOR ALL I ` N - 7125005 56 N - 7124614 87 N - 7124848 BB 27677 EXISTING CONCRETE POOL DECK UTILITIES SHOWN ON PLANS ARE APPROXIMATE CONTRACTOR r E - 2549220 74 E - 2548561.04 E - 2154 32 NORTH O SHALL CALL TEXAS B11 1-800-344-8377 1 ELEV - 564.79 ELEV - 579 68 ELEV - 58646 0 20 40L L;;p --- Parkhill T(C*:: TROPHY CLUB CLIENT Town of Trophy Club 1 Trophy Wood Drive Trophy Club, TX 76262 PROJECT NO. 4299724 2 08/1112025 Addendum 002 1 07/28/2025 Addendum 001 07121/2025 Issue for Proposal .PIN QINg.1 o. Construction Layout LC100