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HomeMy WebLinkAboutRes 2023-12-1574 Awarding Construction- Slayter Creek Park Improvements- Tegrity Contractors Inc.CITY OF ANNA, TEXAS RESOLUTION NO. 093 - 12-15 � A RESOLUTION OF THE CITY OF ANNA, TEXAS AWARDING THE CONSTRUCTION OF IRRIGATION AND LANDSCAPING IMPROVEMENTS AT SLAYTER CREEK PARK TO TEGRITY CONTRACTORS, INCORPORATED IN AN AMOUNT NOT TO EXCEED ONE HUNDRED TWENTY-EIGHT THOUSAND FIVE HUNDRED FIFTY-FOUR DOLLARS AND ZERO CENTS; WITH AN EFFECTIVE DATE. WHEREAS, the City Council considers the installation of enhanced landscaping and irrigation surrounding the skatepark at Slayter Creek Park to be beneficial to the neighbors of Anna, Texas, meeting several goals and objectives set forth in the Strategic Plan and Capital Improvement Plan adopted by the City Council; and WHEREAS, the Fiscal Year 2023-2024 Capital Improvement Plan Budget includes $500,000 in Park Development Funds allocated to the expansion, improvement, and rehabilitation of irrigation systems and landscaping at Slayter Creek Park; and, WHEREAS, the City publicly advertised and bid the project in accordance with the Texas Local Government Code; and, WHEREAS, the City of Anna opened bids on November 27, 2023, and three bids were received; and, WHEREAS, the City of Anna finds that the lowest qualified bid was received from Tegrity Contractors, Incorporated, with a base bid of $117,777 and an alternate bid of $10,777; and, WHEREAS, the City Council approves the proposed construction agreement with Tegrity Contractors, Inc., to include the following fee: "The total amount for fiscal year 2024: $128,554." NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, THAT: Section 1. Recitals Incorporated. The recitals above are incorporated herein as if set forth in full for all purposes as set forth in full. Section 2. Approval and Authorization of Agreement. The City Council hereby approves the extension attached hereto as Exhibit 1 to enter into a construction agreement with Tegrity Contractors, Inc. and ratifies and approves the City Manager's execution of the same. The City Manager is hereby authorized to execute all documents and to take all other actions necessary to finalize and enforce the construction agreement with Tegrity Contractors, Inc. PASSED, APPROVED, AND ADOPTED on first and final reading on this 12°i day of December. 2023. STATE OF TEXAS § § CONSTRUCTION AGREEMENT COUNTY OF COLLIN § This Construction Agreement ("Agreement") is made and entered into this day of 20_ by and between the City of Anna, Texas (the "Owner") and Tegrity Contractors, Inc., a Texas corporation (the "Contractor") acting by and through their authorized representatives and in exchange for the mutual covenants set forth herein and other valuable consideration, the sufficiency and receipt of which is hereby acknowledged, the parties agree as follows: Article I Work and Term 1.1 The Contractor shall perform all the work specified in the Contract Documents. The work is generally described as follows: Installation of landscaping and irrigation in and around the skatepark located at Slayter Creek Park, 425 W Rosamond, Anna, TX 75409. 1.2 The term of this Agreement shall begin on the last date of execution hereof (the "Effective Date") and continue until completion of the services provided herein. Article II Contract Documents 2.1 The Contract Documents shall include all documents identified herein. Every provision of the Contract Documents below is incorporated into this Agreement by reference. The Contract Documents referenced below are in descending order of precedence. Any conflict between or among any of the Contract Documents shall be resolved in favor of the document with higher precedence. A. This Agreement; B. Properly authorized change orders; C. Contractor's quote attached hereto as Exhibit A; D. Plan prepared by Kimley-Horn attached hereto as Exhibit B; and E. Workers' Compensation Notice attached hereto as Exhibit C. Article III Scope of Work 3.1 Contractor shall perform all the work specified in the Contract Documents. CA-1 Skatepark Landscaping and Irrigation at Slayter Creek Park 3.2 Schematic Design Documents, Design Development Documents, Contract Documents, drawings, plans, specifications, and other documents, including those in electronic form, prepared by Contractor and its consultants, agents, representatives, and/or employees in connection with the Project are intended for the use and benefit of Owner. Contractor and its consultants, agents, representatives, and/or employees shall be deemed the authors of their respective part of said Project documents. Notwithstanding, Owner shall own, have, keep, and retain all rights, title, and interest in and to all Project documents, including all ownership, common law, statutory, and other reserved rights, including copyrights, in and to all such Project documents, whether in draft form or final form, which are produced at its request and in furtherance of this Agreement or the Project. Owner shall have full authority to authorize Contractor, Subcontractors, consultants, and material or equipment suppliers to reproduce applicable portions of the Project documents to and for use in their execution of the work or for any other purpose. All materials and reports prepared by Contractor in connection with this Agreement are "works for hire" and shall be the property of Owner. Contractor shall upon completion of the services, or earlier termination, provide Owner with reproductions of all materials reports, and exhibits prepared by Contractor pursuant to this Agreement, and in electronic format if requested by Owner. Article IV Compensation and Method of Payment 4.1 Additive Alternate 1 is accepted by Owner. 4.2 Owner shall pay the Contractor no more than $128,554, subject to additions and deductions, for completion of the work in accordance with the Contract Documents using current funds. 4.2 Contractor agrees to furnish all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance and other accessories and services necessary to complete the Work at Contractor's own cost and expense. Article V Notice to Proceed The Contractor shall not proceed with any work required under this Agreement without a written Notice to Proceed from City. Article VI Relationship of Parties It is understood and agreed by and between the parties that in satisfying the conditions of this Agreement, the Contractor is acting independently, and that Owner assumes no responsibility or liabilities to any third party in connection with these actions. All services to be performed by Contractor pursuant to this Agreement shall be in the capacity of an independent contractor, and not as an agent or employee of Owner. Contractor shall supervise the performance of its services and shall be entitled to control the manner and means by which its services are to be performed, subject to the terms of this Agreement. At no time will Owner have any control or supervision over the means, methods, sequences, technologies, undertakings, measures or procedures utilized to perform the services under this Agreement. CA-2 Skatepark Landscaping and Irrigation at Slayter Creek Park Article VII Insurance 7.1 Procurement and Evidence of Insurance. Prior to commencing the Services and continuing until all Services to be performed under this Agreement have been completed, Contractor shall purchase and maintain insurance with a company or companies qualified to do business in Texas and rated at least "A" by AM Best or other equivalent rating service. All such insurance, with the exception of workers compensation, shall name Owner as an additional insured and provide for a waiver of subrogation against Owner for injuries, including death, property damage, or any other loss to the extent the same is covered by the proceeds of the insurance. Each policy and renewals or replacements thereof shall provide that it will not be canceled, non -renewed or material change except with thirty (30) days advance written notice to City. Evidence of such insurance shall be provided to Owner by delivering certificates of insurance. 7.2 Coverage and Limits. The insurance required under this Paragraph shall provide for the following coverages and limits: a. Workers' compensation and employers' liability insurance as required by applicable law attached hereto as Exhibit C. b. Commercial general liability insurance for bodily injury and property damage, including limited contractual liability coverage in not less than the following amounts: i. General Aggregate Limit $2,000,000 each occurrence ii. Each Occurrence Limit $1,000,000 each occurrence; and 7.3 Commercial automobile liability insurance coverage, including non -owned and hired, covering all owned, hired or non -owned vehicles including the loading or unloading thereof with limits not less than $1,000,000. 7.4 Umbrella liability insurance covering all operations with limits of liability not less than: Bodily Injury and Property Damage Liability $5,000,000 each occurrence $5,000,000 aggregate Article VIII Miscellaneous 8.1 Entire Agreement. This Agreement constitutes the sole and only agreement between the parties and supersedes any prior understandings, written or oral agreements between the parties with respect to this subject matter. 8.2 Authorization. Each party represents that it has full capacity and authority to grant all rights and assume all obligations granted and assumed under this Agreement. CA-3 Skatepark Landscaping and Irrigation at Slayter Creek Park 8.3 Assignment. Contractor may not assign this Agreement in whole or in part without the prior written consent of Owner. 8.4 Successors and Assigns. Subject to the provisions regarding assignment, this Agreement shall be binding on and inure to the benefit of the parties to it and their respective heirs, executors, administrators, legal representatives, successors, and assigns. 8.5 Governing Law. The Agreement shall be governed by the laws of the State of Texas, without giving effect to any conflicts of law rule or principle that might result in the application of the laws of another jurisdiction; and exclusive venue for any action concerning this Agreement shall be in a State District Court of Collin County, Texas. 8.6 Amendments. This Agreement may be amended by the mutual written agreement of the parties. 8.7 Severability. In the event any one or more of the provisions contained in this Agreement shall for any reason be held to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality or unenforceability shall not affect any other provisions, and the Agreement shall be construed as if such invalid, illegal, or unenforceable provision had never been contained in it. 8.8 Survival of Covenants. Any of the representations, warranties, covenants, and obligations of the parties, as well as any rights and benefits of the parties, pertaining to a period of time following the termination of this Agreement shall survive termination. 8.9 Recitals. The recitals to this Agreement are incorporated herein. 8.10 Notice. Any notice required or permitted to be delivered hereunder may be sent by first class mail, overnight courier or by confirmed telefax or facsimile to the address specified below, or to such other party or address as either party may designate in writing, and shall be deemed received three (3) days after delivery set forth herein: If intended for Owner: City of Anna Attn: Ryan Henderson, City Manager 120 West Seventh St Anna, Texas 75409 If intended for Contractor: Tegrity Contractors, Inc. Attn: Roger Roulette, VP/CEO 202 N Allen Dr, Suite E Allen, TX 75013 8.11 Counterparts. This Agreement may be executed by the parties hereto in separate counterparts, each of which when so executed and delivered shall be an original, but all such counterparts shall together constitute one and the same instrument. Each counterpart may consist of any number of CA-4 Skatepark Landscaping and Irrigation at Slayter Creek Park copies hereof each signed by less than all, but together signed by all of the parties hereto. 8.12 Exhibits. The exhibits attached hereto are incorporated herein and made a part hereof for all purposes. 8.13 Indemnification. OWNER SHALL NOT BE LIABLE FOR ANY LOSS, DAMAGE, OR INJURY OF ANY KIND OR CHARACTER TO ANY PERSON OR PROPERTY ARISING FROM THE SERVICES OF CONTRACTOR PURSUANT TO THIS AGREEMENT. CONTRACTOR WAIVES ALL CLAIMS AGAINST OWNER, ITS OFFICERS, AGENTS AND EMPLOYEES (COLLECTIVELY REFERRED TO IN THIS SECTION AS THE "CITY") FOR DAMAGE TO ANY PROPERTY OR INJURY TO, OR DEATH OF, ANY PERSON ARISING AT ANY TIME AND FROM ANY CAUSE OTHER THAN THE NEGLIGENCE OR WILLFUL MISCONDUCT OF OWNER. CONTRACTOR AGREES TO INDEMNIFY, DEFEND AND SAVE HARMLESS OWNER FROM AND AGAINST ANY AND ALL LIABILITIES, DAMAGES, CLAIMS, SUITS, COSTS (INCLUDING COURT COSTS, ATTORNEYS' FEES AND RELATED EXPENSES AND COSTS OF INVESTIGATION) AND ACTIONS BY REASON OF INJURY TO OR DEATH OF ANY PERSON OR DAMAGE TO OR LOSS OF PROPERTY TO THE EXTENT CAUSED BY CONTRACTOR'S NEGLIGENT PERFORMANCE OF SERVICES UNDER THIS AGREEMENT OR BY REASON OF ANY ACT OR OMISSION ON THE PART OF CONTRACTOR, ITS OFFICERS, DIRECTORS, SERVANTS, AGENTS, EMPLOYEES, REPRESENTATIVES, CONTRACTORS, SUBCONTRACTORS, LICENSEES, SUCCESSORS OR PERMITTED ASSIGNS (EXCEPT WHEN SUCH LIABILITY, CLAIMS, SUITS, COSTS, INJURIES, DEATHS OR DAMAGES ARISE FROM OR ARE ATTRIBUTED TO SOLE NEGILGENCE OF OWNER). IF ANY ACTION OR PROCEEDING SHALL BE BROUGHT BY OR AGAINST CITY IN CONNECTION WITH ANY SUCH LIABILITY OR CLAIM, CONTRACTOR, ON NOTICE FROM OWNER, SHALL DEFEND SUCH ACTION OR PROCEEDINGS AT CONTRACTOR'S EXPENSE, BY OR THROUGH ATTORNEYS REASONABLY SATISFACTORY TO OWNER. CONTRACTOR'S OBLIGATIONS UNDER THIS SECTION SHALL NOT BE LIMITED TO THE LIMITS OF COVERAGE OF INSURANCE MAINTAINED OR REQUIRED TO BE MAINTAINED BY CONTRACTOR UNDER THIS AGREEMENT. THIS PROVISION SHALL SURVIVE THE TERMINATION OF THIS AGREEMENT. 8.14 Legal Construction. In the event any one or more of the provisions contained in this Agreement shall for any reason be held to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or unenforceability shall not affect other provisions, and it is the intention of the parties to this Agreement that in lieu of each provision that is found to be illegal, invalid, or unenforceable, a provision shall be added to this Agreement which is legal, valid and enforceable and is as similar in terms as possible to the provision found to be illegal, invalid or unenforceable. 8.15 Conflicts of Interests. Contractor represents that no official, officer, or employee of Owner has any direct or indirect pecuniary interest in this Agreement. (signature page to follow) CA-5 Skatepark Landscaping and Irrigation at Slayter Creek Park EXECUTED on this / 3�Qday of �c �yy�`� 1, , , 2023. OWNER, City of Anna, Texas By: yan Henderson, City Manager Attest: L�,QAs A.4 (X 02�X� EXECUTED on this 5th day of December , 2023. CONTRACTOR, Tegrity Contractors, Inc. In Name: Roger Roulette Title: VP/CEO Attest: CA-6 Skatepark Landscaping and Irrigation at Slayter Creek Park THE CITY OF manna 2021 - 0030 Addendum 4 Tegrity Contractors Inc. Supplier Response Event Information Title: Slayter Creek Park Skatepark Landscaping and Irrigation Type: Invitation to Bid Issue Date: 10/27/2023 Deadline: 11/27/2023 02:00 PM (CT) Notes: Bid closing has been extended to November 27th at 2pm. We discussed changing the system to two -wire but have decided not to. Bid the system as specified (two -wire). Contact Information Contact: Dalan Walker Park Planner Address: 120W 7th Street Anna, TX 75409 Email: dawalker@annatexas.gov Page 1 of 2 pages Vendor: Tegrity Contractors Inc. 2021 - 0030 Addendum 4 Tegrity Contractors Inc. Information Contact: Brad Gibson Address: 202 N. Allen Dr. Suite E Allen, TX 75013 Phone: (972) 562-6060 Email: brad@tegdty-contractors.com Web Address: tegrity-contractors.com By submitting your response, you certify that you are authorized to represent and bind your company. Brad Gibson Signature Submitted at 1112712023 01:40:59 PM (CT) Requested Attachments Qualification Statement of Bidders Fill out form, scan and upload. Affidavit Against Prohibited Acts brad@tegrity-contractors.com Email Qualification Statement.pdf Affidavid.pdf Fill out form, scan and upload. Proposal and Bid Form Proposal and Bid Form.pdf Fill out form, scan and upload. Bidder's Bond EXECUTED bid bond 11.03.pdf Submit via mail to address in Notice to Bidders. Must be postmarked by date of bid closure. Construction Schedule Slayter Creek Landscaping Schedule.pdf Create and upload. Bid Attributes 1 Project Scope The project includes installation of landscaping and synthetic grass. The scope also includes installation of a landscape irrigation that will tie into an existing system. Yes, all that is mentioned above is included. Bid Lines 1 Lump sum price for all work in construction documents. Quantity: 1 UOM: EA Price: $117,777.00 Total: $117,777.00 2 Add Alternate: Substitute sod in place of hydroseed. Quantity: 1 UOM: EA Price: $10,777.00 Total: $10,777.00 Response Total: $128,554.00 Page 2 of 2 pages Vendor: Tegrity Contractors Inc. 2021 - 0030 Addendum 4 SLAYTER CREEK PARK SKATE PARK LANDSCAPING AND IRRIGATIONBID SET DRAWING INDEX SHEET NUMBER SHEET TITLE COVER SHEET PLANTING PLAN PLANTING DETAILS PLANTING SPECIFICATIONS IRRIGATION PLAN IRRIGATION DETAILS AND SPECIFICATIONS SP0.00 L1.01 L1.02 L1.03 L2.01 L2.02 OCTOBER 27, 2023 BUILDING SKATEBOARDING Edgewater, FL 32132 newlineskateparks.com 137 W. Marion Ave. #1 P 604.530.1114 F 604.530.1119 NEW LINE SKATEPARKS INC.LOCATION:COPYRIGHT RESERVED. THIS DRAWING AND DESIGN IS THE PROPERTY OF NEW LINE SKATEPARKS INC. AND MAY NOT BE REPRODUCED OR USED FOR OTHER PROJECTS WITHOUT PERMISSION BY DRAWING NUMBER:REV DRAWN: SCALE:30"x42" CONTRACTOR SHALL CHECK ALL DIMENSIONS ON THE WORK AND REPORT ANY DISCREPANCY TO THE CONSULTANT BEFORE PROCEEDING. ALL DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF THE OWNER AND MUST BE RETURNED AT THE COMPLETION OF THE WORK. No DATE DESCRIPTION DRAWING TITLE: PROJECT NUMBER: CHECKED: APPROVED: START DATE: PAGE SIZE: DECEMBER 2022 RC / CL KR KR 2022-02 AS SHOWN 425 W. Rosamond Parkway, Anna, TX 75409Slayter Creek ParkBID SETISSUE DATE: 10-27- 2023COVER SHEET SP0.00 LOCATION PLAN NTS CONTACTS SKATE PARK & PUMP TRACK DESIGNER NEW LINE SKATEPARKS INC 137 W. MARION AVE. #1 EDGEWATER, FL 32132 CONTACT - KANTEN RUSSELL PHONE 619-930-5459 KANTEN@NEWLINESKATEPARKS.COM CLIENT CITY OF ANNA 120 W. 7TH STREET #142 ANNA, TX 75409 PARK PLANNING & DEVELOPMENT - DALAN WALKER PHONE 972-924-2616 DAWALKER@ANNATEXAS.GOV PROJECT LOCATION CIVIL ENGINEER , LANDSCAPE ARCHITECT KIMLEY-HORN 260 EAST DAVIS STREET SUITE 100 MCKINNEY, TX 75069 PROJECT MANAGER - BRANDON BELL PHONE 469-301-2596- BRANDON.BELL@KIMLEY-HORN.COM PROJECT ADDRESS SLAYTER CREEK PARK 425 W. ROSAMOND PARKWAY ANNA, TX 75409 PROJECT:SLAYTER CREEK PARK SKATE PARKLANDSCAPING AND IRRIGATION2023 ANNA CITY COUNCIL MAYOR NATE PIKE MAYOR PRO TEM LEE MILLER RANDY ATCHLEY, DEPUTY MAYOR PRO TEM KEVIN TOTEN, PLACE 1 PETE CAIN, PLACE 2 STAN CARVER II, PLACE 3 ELDEN BAKER, PLACE 5 CITY MANAGER: RYAN HENDERSON CITY SECRETARY: CARRIE LAND X X X XXXANY EXISTING VEGETATIONDISTURBED BY CONSTRUCTIONTO BE FINE GRADED ANDPLANTED WITH BERMUDA SODARTIFICIAL TURF;CONTRACTOR TO MAKESUBMITTALEXISTING CULVERTL.O.W.L.O.W.L .O .W .L.O.W.L.O.W.L.O.W.L.O.W.L.O.W.L.O.W.L.O.W.PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE DRAINAGE EASEMENTDRAINAGE EASEMENTDRAINAGE EASEMENTSKATE PARK ANDFEATURES BY OTHERSL.O.W.\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\Brakelights Red YuccaCedar ElmCedar Elm\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\Bald CypressAutumn SageMealy Blue SageRegal Mist® Pink Muhly GrassWhite Muhly GrassWhite Muhly GrassRegal Mist® Pink Muhly GrassAutumn SageMealy Blue SageAutumn SageBald CypressTexas SedgeBlue GramaBermuda GrassBermuda Grass - HydroseedBermuda Grass - HydroseedBermuda Grass - HydroseedBermuda Grass - HydroseedBermuda Grass - HydroseedBermuda Grass - HydroseedBermuda Grass - HydroseedTexas Red OakM-1STEEL EDGEM-1STEEL EDGEARTIFICIAL TURF;CONTRACTOR TO MAKESUBMITTALARTIFICIAL TURF;CONTRACTOR TO MAKESUBMITTALARTIFICIAL TURF;CONTRACTOR TO MAKESUBMITTALARTIFICIAL TURF;CONTRACTOR TO MAKESUBMITTALUSE SOD PINSUSE SOD PINSADD ALTERNATE #1ADD ALTERNATE #1ADD ALTERNATE #1ADD ALTERNATE #1ADD ALTERNATE #1Planting PlanAScale: 1" = 10'-0"0'10'20'Scale: 1" = 10'-0"NORTHBUILDING SKATEBOARDINGEdgewater, FL 32132 newlineskateparks.com137 W. Marion Ave. #1 P 604.530.1114F 604.530.1119NEW LINE SKATEPARKS INC.LOCATION:COPYRIGHT RESERVED. THIS DRAWING AND DESIGN IS THE PROPERTYOF NEW LINE SKATEPARKS INC. AND MAY NOT BE REPRODUCED OR USED FOR OTHER PROJECTS WITHOUT PERMISSIONBYDRAWING NUMBER:REVDRAWN:SCALE:30"x42"CONTRACTOR SHALLCHECK ALLDIMENSIONS ON THEWORK AND REPORTANY DISCREPANCY TOTHE CONSULTANTBEFORE PROCEEDING.ALL DRAWINGS ANDSPECIFICATIONS ARETHE EXCLUSIVEPROPERTY OF THEOWNER AND MUST BERETURNED AT THECOMPLETION OF THEWORK.NoDATEDESCRIPTIONDRAWING TITLE:PROJECT NUMBER:CHECKED:APPROVED:START DATE:PAGE SIZE:DECEMBER 2022NJFAJB064642000AS SHOWN425 W. Rosamond Parkway, Anna, TX 75409 Slayter Creek ParkAJB SITE AMENITIES PACKAGE ISSUE FOR CONSTRUCTION TX F-928 McKinney, TX 75069 Suite 100 260 East Davis Street Kimley-Horn www.kimley-horn.com P 469 301 2580 SAETSTA5OF07ETX AND R JE WBUDKE3.07.24.2023.0406.22.2023.NFASI FIELD DIRECTIVE #40507.24.2023.NFCITY REVISION #5L1.01PLANTING PLANNOTE:ALTERNATE ADD #1:SEED IN ALLAREAS SHALL BE CHANGED TO SOD.VICINITY MAPN.T.S.PROJECTLOCATIONHWY 5LANGDO N D R YWKP DNOMASOR WROBINSON DR YARBROUGH DRLANDSCAPE PLANANNA ISD PARK ADDITIONLOT 246.71 ACRES / 2,034,688 SFGWYN MORRISON SURVEY, ABSTRACT NO. 559CITY OF ANNA, COLLIN COUNTY07/24/2023PROJECT:SLAYTER CREEK PARK SKATE PARK LANDSCAPING AND IRRIGATION TREESCOMMON / BOTANICAL NAMECONT.SIZESPACINGREMARKSBald Cypress / Taxodium distichum3" cal10`-12` ht. min.B&B, NURSERY GROWN, MATCHED, FULL, WELL-BRANCHED,STRONG CENTRAL LEADER, 7` CLEAR AT SIDEWALKSCedar Elm / Ulmus crassifolia3" cal10`-12` ht. min.B&B, NURSERY GROWN, MATCHED, FULL, WELL-BRANCHED,STRONG CENTRAL LEADER, 7` CLEAR AT SIDEWALKSTexas Red Oak / Quercus buckleyi3" cal10`-12` ht. min.B&B, NURSERY GROWN, MATCHED, FULL, WELL-BRANCHED,STRONG CENTRAL LEADER, 7' CLEAR AT SIDEWALKSSHRUBSCOMMON / BOTANICAL NAMECONT.SIZESPACINGREMARKSBlue Grama / Bouteloua gracilis `Blonde Ambition`5 gal24" h x 24" w36" OCCONTAINER, NURSERY GROWN, MATCHED AND WELLROOTEDNOTE: 24" HT. @ INSTALLBrakelights Red Yucca / Hesperaloe parviora `Brakelights` TM3 gal24" h x 24" w24" OCCONTAINER, NURSERY GROWN, MATCHED AND WELLROOTEDNOTE: 18" HT. @ INSTALLRegal Mist® Pink Muhly Grass / Muhlenbergia capillaris 'Lenca'5 gal24" h x 18" w36" OCCONTAINER, NURSERY GROWN, MATCHED AND WELLROOTEDNOTE: 24" HT. @ INSTALLWhite Muhly Grass / Muhlenbergia capillaris `White Cloud`5 gal24" h x 18" w36" OCCONTAINER, NURSERY GROWN, MATCHED AND WELLROOTEDNOTE: 24" HT. @ INSTALLPERENNIALCOMMON / BOTANICAL NAMECONT.SIZESPACINGREMARKSAutumn Sage / Salvia greggii3 gal24" h x 24" w36" OCCONTAINER, NURSERY GROWN, MATCHED AND WELLROOTEDNOTE: 24" HT. @ INSTALLMealy Blue Sage / Salvia farinacea3 gal24" h x 18" w30" OCCONTAINER, NURSERY GROWN, MATCHED AND WELLROOTEDNOTE: 18" HT. @ INSTALLGROUND COVERSCOMMON / BOTANICAL NAMECONT.SIZESPACINGBermuda Grass / Cynodon dactylonsodREFER TO SPECIFICATIONSBermuda Grass - Hydroseed / Cynodon dactylon - HydroseedHYDROMULCHREFER TO SPECIFICATIONSTexas Sedge / Carex texensis1 gal12" h x 12" w18" o.c.CONTAINER, NURSERY GROWN, MATCHED AND WELLROOTEDPLANT SCHEDULENOTES:1.REFERENCE PLANTING AND PLANTING SOILSPECIFICATIONS FOR ADDITIONALINFORMATION.2.LOCATE ALL STAKES OUTSIDE OFROOTBALL. DO NOT DRIVE STAKES INTOROOTBALL.3.STAKE MUST BE DRIVEN MIN. 24" INTO SOIL.4.ALL TREES MUST BE TRIPLE STAKED.TREE TRUNKNON-ABRASIVE TREE TIESLOOPED AROUND TREETRUNK AND STAKETREE STAKEEACH TREE TIE SHALL BENAILED TO STAKE USINGGALVANIZED NAILSPREVAILINGWINDTREE CANOPYSECTION6" TRIPLE STAKE: 6'-0" MIN.ROOT BALLTRIPLE STAKE PLAN3" CALIPER AND GREATERAScale: 1/2"=1'-0"Canopy TreeBOTTOM 2/3 OF BACKFILL TO BE100% NATIVE SOILUNDISTURBED SUBGRADESCARIFY SIDES & BOTTOM OF PIT2" MULCH TO OUTSIDE EDGE OF WATERING RING. MULCHTYPE PER SPECS; PULL MULCH MIN. 6" FROM TRUNKTOP 1/3 OF BACKFILL TO BE 20% COMPOSTMIX AND 80% NATIVE SOILORIGINAL GRADEFINISHED GRADETREE STAKES. STAKE LOCATION SHALL NOTINTERFERE WITH BRANCHES OR ROOTBALL.3 NON-ABRASIVE TREE TIES. TREE TIES SHALL BE6" ABOVE BENDING MOMENT OF TREE. TIESSHOULD PROVIDE FLEXIBILITY OF TRUNK BUT NOTALLOW RUBBING OF TRUNK AGAINST STAKE.TRUNK/ ROOTBALL TO BE CENTERED AND PLUMB/LEVEL IN PLANTING PITTOP OF ROOT BALL TO BE 3" ABOVE ADJACENTSOIL. REMOVE EXCESS SOIL ATOP ROOTBALLAND EXPOSE TREE ROOT FLARE.REMOVE BURLAP MATERIAL FROM TOP 1/3 OF ROOT BALLAND REMOVE WIRE BASKET. REMOVE BINDING FROM TRUNKAND EXPOSE TOP OF ROOT BALL FOR MULCHINGEQUALEQUALEQUALPREPARE SHRUB BED PER SPECIFICATIONS.FINISH GRADE TO BE 1" BELOW ADJACENTEDGE. BED TO BE GRADED FOR POSITIVEDRAINAGE AND MOUNDED WHERE APPLICABLE.GROUNDCOVER- SEEPLANTING SCHEDULE FORSIZE AND SPACING.UNDISTURBED SUBGRADE2" LAYER MULCH,REFER TO SPECS.VARIESSEE PLANSVARIESSHRUB OR GROUNDCOVERLAYOUT REFER TO PLANTING PLANBBScale: 1/2" = 1'-0"Shrubs & GroundcoverM-1STEEL EDGESteel EdgeCScale: 1 1/2" = 1'-0"MULCH REF.SPECSSTAKES PERSTEEL EDGEMANUFACTUREREDGE @ PLANTINGPLANTING SOILREF. TO SPECSTURF1"M-1STEEL EDGING(@ PLANTING)SOIL DEPTH, REF. SPECS BUILDING SKATEBOARDINGEdgewater, FL 32132 newlineskateparks.com137 W. Marion Ave. #1 P 604.530.1114F 604.530.1119NEW LINE SKATEPARKS INC.LOCATION:COPYRIGHT RESERVED. THIS DRAWING AND DESIGN IS THE PROPERTYOF NEW LINE SKATEPARKS INC. AND MAY NOT BE REPRODUCED OR USED FOR OTHER PROJECTS WITHOUT PERMISSIONBYDRAWING NUMBER:REVDRAWN:SCALE:30"x42"CONTRACTOR SHALLCHECK ALLDIMENSIONS ON THEWORK AND REPORTANY DISCREPANCY TOTHE CONSULTANTBEFORE PROCEEDING.ALL DRAWINGS ANDSPECIFICATIONS ARETHE EXCLUSIVEPROPERTY OF THEOWNER AND MUST BERETURNED AT THECOMPLETION OF THEWORK.NoDATEDESCRIPTIONDRAWING TITLE:PROJECT NUMBER:CHECKED:APPROVED:START DATE:PAGE SIZE:DECEMBER 2022NJFAJB064642000AS SHOWN425 W. Rosamond Parkway, Anna, TX 75409 Slayter Creek ParkAJB SITE AMENITIES PACKAGE ISSUE FOR CONSTRUCTION TX F-928 McKinney, TX 75069 Suite 100 260 East Davis Street Kimley-Horn www.kimley-horn.com P 469 301 2580 SAETSTA5OF07ETX AND R JE WBUDKE3.07.24.2023.0406.22.2023.NFASI FIELD DIRECTIVE #40507.24.2023.NFCITY REVISION #5L1.02PLANTING DETAILSGENERAL NOTES:1.WRITTEN DIMENSIONS PREVAIL OVER SCALED DIMENSIONS. NOTIFY LANDSCAPE ARCHITECT OF ANYDISCREPANCIES.2.THE CONTRACTOR BEARS ALL RESPONSIBILITY FOR VERIFYING ALL UNDERGROUND UTILITIES, PIPES,STRUCTURES, AND LINE RUNS IN THE FIELD PRIOR TO CONSTRUCTION. ANY DAMAGE TO UTILITIES THATARE TO REMAIN SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO THE OWNER. LANDSCAPEARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY NOT SHOWN ON PLANS.3.ALL PROPOSED AND FINISHED GRADES ARE BASED ON INFORMATION PROVIDED BY THE OWNER'SSURVEY AND/OR CIVIL ENGINEER. ANY DISCREPANCIES IN ACTUAL FIELD MEASUREMENTS ARE TO BEREPORTED TO THE LANDSCAPE ARCHITECT IMMEDIATELY.4.PRIOR TO COMMENCEMENT OF HARDSCAPE CONSTRUCTION, ALL PIERS, FOOTINGS, AND WALLS ARE TOBE SURVEYED, LAID OUT, AND STAKED IN FIELD FOR REVIEW BY LANDSCAPE ARCHITECT. CONTRACTORSHALL ASSUME RESPONSIBILITY FOR ANY DEMOLITION, ADJUSTMENTS, OR RECONSTRUCTIONRESULTING FROM UNAUTHORIZED CONSTRUCTION ACTIVITIES.5.CONTRACTOR IS RESPONSIBLE FOR ALL QUANTITIES PER DRAWINGS AND SPECIFICATIONS. ANYQUANTITIES PROVIDED BY LANDSCAPE ARCHITECT ARE PROVIDED FOR CONVENIENCE ONLY.CONTRACTORS ARE TO BID THEIR OWN VERIFIED QUANTITIES. NOTIFY LANDSCAPE ARCHITECT OF ANYDISCREPANCIES.6.EASEMENTS SETBACKS, BUILDING, CURB AND GUTTER, UNDERGROUND UTILITIES HAVE BEEN SUPPLIEDTO LANDSCAPE ARCHITECT BY THE PROJECT CIVIL ENGINEER. REFER TO CIVIL ENGINEERS DRAWINGSFOR ADDITIONAL INFORMATION.IRRIGATION NOTES:1.AN AUTOMATIC IRRIGATION SYSTEM SHALL BE PROVIDED FOR ALL PLANTING AREAS. OVER SPRAY ONSTREETS AND WALKS IS PROHIBITED.2.IRRIGATION SYSTEMS SHALL BE MAINTAINED AND REPLACED AS NECESSARY.3.ALL PLANTING AREAS TO BE FULLY IRRIGATED.4.IRRIGATION SYSTEM TO HAVE A FULLY AUTOMATED CONTROL SYSTEM.5.ANY EXISTING PLANTING DAMAGED DURING CONSTRUCTION IS TO BE REPLACED AT NO COST THEOWNER.6.IF THE EXISTING IRRIGATION SYSTEM IS DAMAGED OR TURNED OFF DURING CONSTRUCTION ACTIVITIES,IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAND WATER ALL PLANT MATERIAL ASNEEDED.PLANTING NOTES:1.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUNDUTILITIES, PIPES, STRUCTURES, AND LINE RUNS IN THE FIELD PRIOR TO THE INSTALLATION OF ANY PLANTMATERIAL.2.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE LANDSCAPE ARCHITECT OF ANYCONDITION FOUND ON THE SITE WHICH PROHIBITS INSTALLATION AS SHOWN ON THESE DRAWINGS.3.ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AND MUST BEREPLACED WITH PLANT MATERIAL OF SAME VARIETY AND SIZE IF DAMAGED, DESTROYED, OR REMOVED.4.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING AND REMOVAL OF DEBRIS PRIORTO PLANTING IN ALL AREAS.5.FINAL FINISH GRADING SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT. LANDSCAPE CONTRACTORSHALL BE RESPONSIBLE FOR ANY ADDITIONAL TOPSOIL REQUIRED TO CREATE A SMOOTH CONDITIONPRIOR TO PLANTING.6.ALL PLANT QUANTITIES LISTED ARE FOR INFORMATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITYTO PROVIDE FULL COVERAGE IN ALL PLANTING AREAS AS SPECIFIED IN THE PLANT SCHEDULE AND VERIFYALL QUANTITIES.7.LANDSCAPE CONTRACTOR TO PROVIDE STEEL EDGING (REFER TO MATERIALS PAGE) BETWEEN ALLPLANTING BEDS AND LAWN AREAS.8.ALL PLANT MATERIAL SHALL CONFORM TO THE SPECIFICATIONS AND SIZES GIVEN IN THE PLANT LIST ANDSHALL BE NURSERY GROWN IN ACCORDANCE WITH THE AMERICAN STANDARD FOR NURSERY STOCK.LATEST EDITION AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. ANY PLANT SUBSTITUTIONSHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE.9.LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ANY COORDINATION WITH OTHER CONTRACTORS ON SITEAS REQUIRED TO ACCOMPLISH ALL PLANTING OPERATIONS.10.ALL NEW PLANTING AREAS TO BE AMENDED PER SPECIFICATIONS.11.ANY PLANT MATERIAL THAT DOES NOT SURVIVE SHALL BE REPLACED WITH AN EQUIVALENT SIZE ANDSPECIES WITHIN THIRTY (30) DAYS.12.PLANT MATERIAL SHALL BE PRUNED AS NECESSARY TO CONTROL SIZE BUT NOT TO DISRUPT THENATURAL GROWTH PATTERN OR CHARACTERISTIC FORM OF THE PLANT EXCEPT AS NECESSARY TOACHIEVE HEIGHT CLEARANCE FOR VISIBILITY AND PEDESTRIAN PASSAGE OR TO ACHIEVE A CONTINUOUSOPAQUE HEDGE IF REQUIRED.13.LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, WEEDS, DEBRIS, AND DEAD PLANT MATERIAL.14.ALL LIME STABILIZED SOIL & INORGANIC SELECT FILL FOR BUILDING SHOULD BE REMOVED FROMPLANTING AREAS TO A DEPTH OF 24" & REPLACED WITH ORGANIC IMPORTED TOPSOIL FILL.15.TREES OVERHANGING PEDESTRIAN WALKWAYS AND PARKING SHALL HAVE 7' CLEAR TRUNK HEIGHT TOMEET ACCESSIBILITY REQUIREMENTS. TREES OVERHANGING PUBLIC STREETS AND FIRE LANE SHALL HAVEA 14' MIN. CLEAR TRUNK HEIGHT.16.CONTRACTOR TO PROVIDE 12 MONTH WARRANTY AFTER FINAL ACCEPTANCE.17.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITY (NOT ALREADY INCLUDED IN PLANTING PLANS) TO BEFINE GRADED, AND PLANTED WITH PLANTED WITH PLANTS OR SOD TO MATCH EXISTING CONDITIONS.SYMBOLS LEGEND:CENTER LINECLLIMIT OF WORKMATCHLINEEXPANSION JOINTCONTROL JOINTDETAIL REFERENCEDETAIL NUMBERSHEET NUMBERSECTION REFERENCEMATERIAL REFERENCEELEVATION REFERENCEGENERALABBREVIATIONSTWBWTFFLTOP OF WALLBOTTOM OF WALLTOP OF FOOTINGEJEXPANSION JOINTCJCLCENTER LINEPOBPOINT OF BEGINNINGPOINT OF BEGINNINGCOLTOP OF COLUMNEXISTING SPOT GRADEPROPOSED SPOT GRADEFLOWLINE/INVERT ELEVATIONCONTROL JOINTTSTOP STEPBSBOTTOM STEPTRTOP OF RAMPBRBOTTOM OF RAMPTCTOP OF CURBBCBOTTOM OF CURB735.46TBTOP OF BANDTPTOP OF PAVEMENTTGrTOP OF GRAVELDETAIL NUMBERSHEET NUMBERDETAIL ENLARGEMENTREFERENCEXX.XXX-1TGTOP OF GRADEEJXLX.XXXLX.XXGRADE BREAKLINEBREAKLINEL.O.W.MATCHLINEMATCHLINEL2.XXL2.XXP.O.B.XX.XXMATERIAL LEGEND:METALSSTEEL EDGE (AT PLANTING)MATERIAL: 3/16" x 4" STEEL PLATECOLOR:POWDERCOATED (COLOR BLACK)SIZE:LENGTHS PER PLANSINSTALL: REF. DETAILS, ALL JOINTS TO BE FLUSH AND LEVELM-1ALTERNATES:ALTERNATE ADD #1:SEED IN ALL AREAS SHALL BE CHANGED TO SOD.LANDSCAPE PLANANNA ISD PARK ADDITIONLOT 246.71 ACRES / 2,034,688 SFGWYN MORRISON SURVEY, ABSTRACT NO. 559CITY OF ANNA, COLLIN COUNTY07/24/202305PROJECT:SLAYTER CREEK PARK SKATE PARK LANDSCAPING AND IRRIGATION BUILDING SKATEBOARDINGEdgewater, FL 32132 newlineskateparks.com137 W. Marion Ave. #1 P 604.530.1114F 604.530.1119NEW LINE SKATEPARKS INC.LOCATION:COPYRIGHT RESERVED. THIS DRAWING AND DESIGN IS THE PROPERTYOF NEW LINE SKATEPARKS INC. AND MAY NOT BE REPRODUCED OR USED FOR OTHER PROJECTS WITHOUT PERMISSIONBYDRAWING NUMBER:REVDRAWN:SCALE:30"x42"CONTRACTOR SHALLCHECK ALLDIMENSIONS ON THEWORK AND REPORTANY DISCREPANCY TOTHE CONSULTANTBEFORE PROCEEDING.ALL DRAWINGS ANDSPECIFICATIONS ARETHE EXCLUSIVEPROPERTY OF THEOWNER AND MUST BERETURNED AT THECOMPLETION OF THEWORK.No DATEDESCRIPTIONDRAWING TITLE:PROJECT NUMBER:CHECKED:APPROVED:START DATE:PAGE SIZE:DECEMBER 2022NJFAJB064642000AS SHOWN425 W. Rosamond Parkway, Anna, TX 75409 Slayter Creek ParkAJB SITE AMENITIES PACKAGE ISSUE FOR CONSTRUCTION TX F-928 McKinney, TX 75069 Suite 100 260 East Davis Street Kimley-Horn www.kimley-horn.com P 469 301 2580 SAETSTA5OF07ETX AND R JE WBUDKE3.07.24.2023.06.22.2023.NFASI FIELD DIRECTIVE #407.24.2023.NFCITY REVISION #5329310 - PLANTS (CONT.)329200 - TURF AND GRASSESSPECIFICATIONS:329510 - LANDSCAPE MAINTENANCEPART 1 - GENERAL1.1 SECTION INCLUDESA. Furnish all labor, material, equipment, related services and supervision necessary for or incidentalto the installation of the trees and plants as shown or indicated on the Drawings and/or asspecied.B. Work Included:1. Trees.2. Shrubs.3. Mulching.4. Bed Preparation.1.2 REFERENCE STANDARDSA. American Standard for Nursery Stock, Edition approved May 2, 1986 by American NationalStandards Institute, Inc. - plant material.1.3 SUBMITTALSA. Delivery Receipts and Invoices: Submit original delivery receipts and invoices for materials used.B. Product Data: Submit manufacturer's product data sheets for proprietary productsC. Samples:1. Submit photos of trees and source nursery information to the Architect for review prior to treetagging.2. Submit for approval sucient representative quantities of sandy loam, composted organicmaterial, steel edging, mulch, peat moss and crushed rock. Samples shall be approved bythe Architect before use on project.D. Soil Fertility Test Reports:1. Submit analysis, test results and corrective recommendations to Architect.2. Two tests required of existing soil taken at dierent locations on the project site as directedby the Architect.3. One test required of the specied composted organic material mixed in equal parts with theexisting topsoil.1.4 DELIVERY, STORAGE AND HANDLINGA. Deliver packaged materials in containers showing weight, analysis and name of manufacturer.B. Protect materials from deterioration during delivery and while stored at the site.1.5 PROJECT CONDITIONSA. Site Inspection:1. It is the bidding contractors' responsibility to review all site conditions, as they relate to theproposed project, prior to submission of a bid. Any issues or concerns will be submitted tothe Architect prior to bidding. Submission of a bid will indicate that the bidding contractorhas made a site inspection.B. Utilities:1. Determine locations of underground utilities and perform work in a manner which will avoidpossible damage. Do not permit heavy equipment such as trucks to damage utilities. Handexcavate, as required to minimize possibility of damage to underground utilities. Maintaingrade stakes until removal is directed.2. Coordinate with irrigation work to prevent damage to temporary risers of undergroundsprinkling system and obstruction of work located in landscape areas.C. Protections:1. Do not move equipment over existing or newly placed structures without the Architect'sapproval.2. Provide board roading as required to protect paving and soft soil.3. Protect other improvements from damage, with protection boards, ramps and protectivesheeting as required.4. Locate and stake irrigation heads, valve risers and equipment prior to beginning soilpreparation work.5. During work and maintenance period, maintain topsoil and prepared soil in place atestablished grades. Replace topsoil, prepared soil and mulch due to erosion.D. Delivery and Storage:1. Store materials in area covered with protective sheeting.2. If balled plants cannot be planted within 24 hours after delivery to site, protect root balls byheeling in with sawdust or other approved material.1.6 SUBSTANTIAL COMPLETION & PROJECT CLOSEOUTA. A Certicate of Substantial Completion will be issued when the Work performed under the Contracthas been reviewed and found, to the Architect's best knowledge, information and belief, to besubstantially complete. Substantial Completion is the stage in the progress of the Work when theWork or designated portion thereof is suciently complete in accordance with the ContractDocuments so the Owner can occupy or utilize the Work for its intended use. The date ofSubstantial Completion of the Project or portion thereof is also the date of commencement ofapplicable guarantees as specied.B. A list of items to be completed or corrected will be attached to the Certicate of SubstantialCompletion. The failure to include any items on such list does not alter the responsibility of theContractor to complete all Work in accordance with the Contract Documents.C. The Contractor will complete or correct the Work on the list of items within a specic number ofdays as shown on the Certicate of Substantial Completion.D. Upon completion and re-inspection of all corrected items listed, the Architect will recommend tothe Owner that the work of this Section is ready for nal acceptance.1.7 QUALITY ASSURANCEA. General: Comply with applicable Federal, state, county and local regulations governing landscapematerials and work.B. Installer Qualications: The bidding company will specialize in landscape installation with 5 yearsdocumented experience. The contractor will sta the project with a competent superintendent andthe necessary assistants as approved by the Architect. The superintendent will not be changedexcept with the consent of the Architect and Owner. The superintendent must have a minimum 5years' experience with similar projects.C. Personnel: Employ only experience personnel who are familiar with the required work. Provideadequate supervision by a qualied foreman.1.8 GUARANTEEA. Guarantee plants and trees for one year after date of Final Acceptance. Replace dead materials andmaterials not in vigorous, thriving condition as soon as weather permits and on notication by theArchitect. Replace plants, including trees, which have partially died thereby damaging shape, sizeor symmetry.B. Replace plants and trees with same kind and sizes as originally planted, at no cost to the Owner.At direction of the Architect, trees may be replaced at start of next year's planting or diggingseason. In such cases, remove dead trees immediately. Protect irrigation system and other piping,conduit or other work during replacement. Repair damage immediately.1.9 PROGRESS MEETINGSA. Contractor shall attend all progress meetings as requested by the Architect/Owner duringinstallation.1.10 QUANTITY VERIFICATIONA. The bidding contractor is responsible for the inclusion of all materials, labor, and equipment asoutlined in the plans and specication. The plant list is provided to the bidding contractor as aconvenience and the quantities are approximate.B. VERIFICATION OF ALL QUANTITIES IS THE SOLE RESPONSIBILITY OF THE BIDDINGCONTRACTOR. Any discrepancies must be reported to the Landscape Architect prior to submittalof bid.C. The Contractor is required to install the specied type and quantity of composted organic materialpurchased from the specied supplier. Soil Building Systems will e-mail the Architect, as ordersare being placed, for verication that the specied material, quantity and supplier are being used.PART 2 - PRODUCTS2.1 PLANTSA. General: Plants shall be well-formed No. 1 grade or better nursery stock in accordance withrequirements of reference standards, subject to the Architect's approval. Listed plant heights arefrom tops of plant balls to the nominal tops of plants.B. Shrubs: Nursery grown, healthy, vigorous, bushy, well branched, of normal habit of growth forspecies, free from disease, insects, eggs and larvae. Specied sizes shall be before pruning, andplants shall be measured with their branches in normal position. The Architect prior to installationwill approve all plants.C. Ornamental Trees: Healthy, vigorous, full branches, well shaped, trunk diameter and heightrequirements as specied. Balls shall be rm, neat, slightly tapered and well burlaped. Trees withloose or broken balls at time of planting shall be rejected. Each tree will be approved by theArchitect prior to installation. Balls shall be 10 inches in diameter for each 1 inch of caliper. Allballed and burlaped trees and shrubs will be dug and stored for a minimum of 60 days prior toplanting on this project. All trees shall have excess soil removed from the top of the root ball so theroot are is exposed.D. Caliper: Trees 4 inches and less are measured 6 inches above top of root ball.E. Trees connected to stakes at the nursery are not acceptable and will be rejected.2.2 SOIL PREPARATION MATERIALSA. Sandy Loam: Fertile, dark sandy loam free of rubble, stones, lumps, plant roots and reasonablyfree of weeds. Loam containing nut grass or Dallisgrass shall be rejected.B. Commercial Fertilizer: Complete fertilizer, uniform in composition, dry and free owing. Deliver tosite in original unopened containers, each bearing manufacturer's guaranteed statement of analysis.Lesco 14-14-14 landscape and ornamental fertilizer with micronutrients.C. Composted Organic Material: Soil Building Systems -or- The Organic Recycler`Ph Balanced'Compost with a ph of 5.5 to 6.5 and shall be free of treated or used lumber, pine bark or mushroomcompost waste. 97% Of the material shall pass through a .5 inch screen and 100% shall passthrough a .75 inch screen.2.3 MISCELLANEOUS MATERIALSA. Crushed Rock: Washed .75 inch to 1.5 inches in diameter.B. Tree Staking: Arborguy @ (866) 272-6771,1. Trees up to 4 inch caliper - Arborguy PRO40HD.2. Mulch: Partially decomposed ne shredded Cedar mulch.C. Filter Fabric: Mira 140N by Celanese Fibers Marketing Co. or equal.D. Fertilizer Tablets: BioPlex Planting Tablets, 15 gram, 12-8-8. BioPlex @ 1-800-441-3573E. 4 inch PVC pipe and cap CUA 55 200.F. Technical Concentrate and Plant Enhancer: BioPlex @ 1-800-441-3573 Pre-Emergent Herbicide:Barracade or Pre-M.2.4 MAINTENANCEA. Provide water and necessary hoses and other watering equipment required to complete work.B. Until Final Acceptance, maintain plantings and trees by watering, cultivating, weeding, spraying,cleaning and replacing as necessary to keep the landscape in a vigorous, healthy condition andrake bed areas as required.C. Follow landscape maintenance procedures outlined in Specications Section 329510 - LandscapeMaintenance.329310 - PLANTS3.4 FERTILIZINGA. The fertilizer types and rates specied herein are applicable unless countermanded by the soilfertility test corrective recommendations, in which case they will be applicable.B. Sodding:1. Initial Application: Apply no more than 5 days prior to commencement of sodding operationsat a rate of 20 pounds per 1,000 square feet. Incorporate into soil with a chain harrow.2. Second and Third Applications: Apply every 25 days after sodding at a rate of 10 pounds per1,000 square feet.3. Irrigate the area with a minimum of .25 inches of water to properly incorporate the fertilizerinto the turf.3.5 PLANTING SODA. Weather Conditions:1. Schedule work for periods of favorable weather.2. Sod placement on days which, in the judgment of the Landscape Architect, are too hot, cold,sunny, dry or windy for optimal installation may be prohibited.B. Placement Pattern:1. The rst row shall be laid in a straight line with subsequent rows parallel to the rst row andtightly abutting each other.2. Lateral joints shall be staggered. Care shall be exercised to insure that the sod is neitherstretched nor overlapped. Joints must be butted tightly to prevent voids that could permit airto dry out root.3. Immediately after placing, sod shall be pressed rmly into contact with bed by tamping orrolling to eliminate air pockets. Following tamping, screened topsoil shall be used to ll allcracks and excess soil shall be worked into the sod with rakes or other suitable equipment.Sod shall not be smothered with excess ll soil.4. On slopes steeper than 3 to 1, sod shall be secured by galvanized pins, wood pegs or othermethods approved by the Landscape Architect.5. Immediately after sodding operations have been completed, the entire surface shall becompacted with a roller or other approved equipment. The completed area after sodding shallbe uniformly even, rm and true to nished grade lines.C. Watering:1. Initial Installation: Water must be applied within 2 hours of exposure of the sod to sun orwind. Water newly laid sod until saturation of the entire area is apparent. As a result of initialirrigation, standing water may be present and moderate to heavy run o may occur. Continueto irrigate on a daily basis in shorter durations so the entire area stays thoroughly wet butwithout standing water. The length of irrigation time and frequency of applications will vary atdierent locations due to weather conditions and individual site characteristics.2. After 7 to 10 days: Check for new root growth by lifting corners of sod blocks. If consistentroot growth over the entire site is observed, water applications can be reduced to once everyother day.3. After 12 to 14 days: Recheck for additional rooting. If sod blocks are dicult to pull up oradditional new roots are present allow the area to dry to the extent that mowing can beperformed.3.6 GRADINGA. Maintain existing established grades, protect true and even during operations.3.7 EROSION CONTROLA. During work and maintenance period, maintain topsoil in place at established grades. Replacetopsoil and turfgrass losses due to erosion.3.8 CLEAN-UPA. Remove excess material and debris from site.3.9 MAINTENANCEA. Until Final Acceptance, maintain lawn and grass areas by watering, mowing, weeding, spraying,cleaning and replacing as necessary to keep the turf and grass in a vigorous, healthy condition.1. Watering: As necessary. Provide temporary above ground sprinklers over un-irrigated areasincluding temporary water meter if required. Water cost will be paid separately by the Owneror General Contractor unless noted dierently on the drawings or bid form.2. Mowing:a) Zoysia Grass Sod: Mow newly planted grass areas weekly after initial growth reaches1.5 to 2 inches.3. Weeding: Remove weeds and foreign grass over lawn and grass areas at least once a week.Herbicides may be used only when approved by the Owner and Architect.4. Follow landscape maintenance procedures outlined in specication section 329510 -Landscape Maintenance.END OF SECTIONPART 1 - GENERAL1.1 SECTION INCLUDESA. This section species all soil material designated as Topsoil on the drawings or in thespecications.1.2 SUBMITTALSA. Samples1. Provide (3) 1-gallon samples for each soil type.2. Each sample to be a composite of ve to seven (5-7) sub-samples taken the full depth ofproposed source. On stockpiles, discard upper 6 inches of soil before sampling.3. Place samples in plastic bags, seal, and place in second paper bag, and label.B. Test Reports1. Prior to starting work, submit 2 certied copies of soil test reports to the Architect forapproval.2. Costs of all tests to be borne by the Contractor.1.3 QUALITY ASSURANCEA. All soil samples and testing shall comply with procedures specied in:1. U.S.D.A. Ag. Handbook 60: Diagnosis and Improvement of Saline and Alkali Soils.B. Testing Laboratories1. Certied facilities normally engaged in agronomic soil testing shall be utilized.A. Required Topsoil Tests1. Chemical analysis indicating:a.Fertility: pH, nitrate nitrogen, ammonia nitrogen, phosphate phosphorous, potassium,calcium, magnesium, zinc, iron, and manganese.b.Suitability: total salinity, boron, sodium, potassium, calcium, magnesium, chloride, andsulfate.2. Physical properties include:a.Organic contentb.Particle size distributionPART 2 - PRODUCTS2.1 TOPSOILNOTE: Topsoil needs to be imported "Turfblend" from Texas Pure Products. 4" in all turf areas, and 6" inall median planting beds.A. On-grade topsoil for the work shall conform to the requirements included in this Section1. A natural, friable, loamy soil, typical of local topsoil which produces heavy vegetative growth,free from subsoil, weeds, sods, sti clay, stones larger than ½ inch, toxic substances,debris, or other substances which may by harmful to plant growth.2. The pH range shall be 6.5 to 7.5.B. Grading Analysis: Two inch sieve, 100 percent passing. Number 4 sieve, 90 percent minimumpassing. Number 10 sieve, 80 percent minimum passingC. Sand, silt and clay content:1. Sand: 20 to 75 percent.2. Silt: 10 to 60 percent.3. Clay: 5 to 30 percent.D. All topsoil shall be free from all herbicides and insecticides which may adversely aect growth oflawn or planting, or which may contain toxic materials.E. Do not deliver in muddy condition.F. The Contractor shall not use materials which do not conform to these criteria. At the discretion ofthe Landscape Architect, such material can either by amended to meet these requirements, or willbe removed from the site and replaced with suitable material as specied.PART 3 - EXECUTION3.1 Not UsedEND OF SECTION329119 - TOP SOILPART 1 -GENERAL1.1 SECTION INCLUDESA. Landscape Maintenance Contractor shall furnish all labor, equipment, chemicals and fertilizernecessary to maintain newly planted landscaping leaving plants in a vigorous, healthy statethrough the end of the stated maintenance period. Maintenance shall consist of watering,weeding, fertilizing, disease and insect pest control, pruning, aerating, protective spraying andany other procedures consistent with good horticultural practice necessary to insure normal,vigorous and healthy growth of all landscape materials under this contract. Trash and debris willbe removed from the project during each regular site visit. Maintenance shall begin followingnal acceptance of the landscape installation.B. The Landscape Maintenance Contractor shall be responsible for the use of all his/her materials,labor and equipment. Injury to plant material caused by such maintenance, labor and equipmentshall be corrected and repaired by the Landscape Maintenance Contractor at his/her expense.This includes both reseeding areas damaged by tractor treads when mowing is conducted at aninappropriate time, as determined by the Owner or his/her agent, and replacement of any plants,hardscape, or other amenities on the site when damaged by the Contractor's equipment,materials or agent(s).1.2 INSURANCEA. Contractor shall provide to the Owner, at his own expense, evidence of adequate Workman'sCompensation, General Liability and Property Damage Liability, subject to approval of the Owner.1.3 CLEAN UPA. All debris, tools, surplus materials, equipment, etc. shall be removed after each regular visit fromthe maintenance crew. The site shall be left in a neat, acceptable condition such as to meet theapproval of the Owner.1.4 LICENSE REQUIREMENTSA. Pesticide: The Contractor shall be a licensed pesticide applicator or employ a licensed certiedpesticide applicator for the treatment of insects and diseases as required by the Texas PesticideLaws and Regulations of the Texas Department of Agriculture. The Owner may requiredocumentation of such certication as necessary for his records.B. Herbicide: The Contractor shall possess a permit or employ a person who possesses a permit toapply herbicide as required b the Texas Herbicide Law of the Texas Department of Agriculture.The Owner may require documentation of such certication as necessary for his records.C. Irrigation: The Contractor shall possess an irrigator's license issued by the State of Texas and theTexas Board of Irrigators or employ such a licensed irrigator to perform the irrigation systemmaintenance. The irrigation system shall be maintained under the supervision of the licensedirrigator who shall be on the site at all times during this work.The Owner may require documentation of such license for his records. The Contractor shallverify and adhere to the requirements and codes of any controlling utility authorities.PART 2 -PRODUCTS2.1 COMMERCIAL FERTILIZERA. Complete fertilizer, uniform with composition, dry and free owing, delivered to site in originalunopened containers, each bearing manufacturer's guaranteed statement of analysis.1. Shrubs & groundcover at 10-20-10 analysis.2. Turf at 15-5-10 analysis.3. Turf at 21-0-0 analysis.4. Trees at 32-7-7 analysis (Injecto-Feed).5. Trees at 0-4-4 analysis (Agri-Plex).2.2 SOIL FERTILITY TESTA. The Contractor will be required to furnish the Owner with two (2) soil fertility reports includingcorrective recommendations.B. The exact location of each soil sample taken will be provided by the Architect or Owner.C. Soil fertility testing will be conducted by a laboratory specializing in this type of testing andapproved by the Architect or Owner.2.3 MULCHA. Partially decomposed dark brown, ne shredded hardwood bark mulch.2.4 WATERA. Water will be supplied by the Owner.2.5 PLANT REPLACEMENTA. It will be the responsibility of the Landscape Maintenance Contractor to replace any and all plantmaterial that is dead or damaged due to non-performance of the contracted scope of work,un-supervised personnel or un-supervised subcontractors.2.6 PESTICIDES AND HERBICIDESA. Pesticides and herbicides shall be of the type that is commercially available.PART 3 -EXECUTION3.1 TREE AND SHRUB MAINTENANCEA. The Scope of Work for plant maintenance includes all possible means required to preserve theplants and vegetative material existing within the site in a healthy and vigorous growing conditionto insure their successful establishment. Plant maintenance shall include, as a minimum, thefollowing items.1. Pruning: All trees and shrubs, within the limits of landscape maintenance, shall bepruned by the Contractor to the satisfaction of the Owner. Pruning shall be done inaccordance with accepted pruning practices as set forth by the National ArboristAssociation in Pruning Standards for Shade Trees (current edition). Dead or damagedlimbs on trees and shrubs, including sucker-growth on trunks of trees, are to be removedCrape Myrtles will be pruned in late winter to remove seed heads and dead wood.Suckers will be removed as needed throughout the year. All pruned materials shallbecome the property of the Contractor and shall be disposed of in a manner acceptable tothe Owner. Unless directed dierently in the contract documents, pruning shall beaccomplished once during the term of this contract.2. Insect, Disease, and Animal Control: The Contractor shall inspect the plants and plantedareas once each two (2) weeks or as approved by the Owner. The Contractor shall berequired to notify the Owner in writing of problems with insects, diseases, or animals assuch problems arises. The Contractor also shall recommend corrective measures inwriting.3. The Contractor shall treat the plants and/or the planted areas in accordance with acceptedmethods of horticultural practices and the Texas Department of Agriculture guidelinesregarding the use of pesticides. The Contractor also shall follow the manufacturer'sinstructions for the use and application of any pesticides.4. Bed Maintenance: The Contractor shall maintain the plant basins and beds free of weedsand grass or other material detrimental to the growth of the plants or appearance at thesite. Herbicides, when used by the Contractor, will under no circumstances be used ondays where the wind could cause drift hazard to desirable plants. The Contractor shallalso follow the manufacturer's instructions for the use and application of any herbicide.Two pre-emergent herbicide applications will be made per year along with manualweeding and post emergent herbicide applications as required. All shrub and groundcoverbeds shall be fertilized two (2) times per year at a rate of 2 lbs. Per 1,000 square feet.Hardwood mulch shall be maintained to a minimum depth of two (2) inches, in all bedareas.5. Re-staking and re-bracing of Plants: Any damaged or destroyed stakes, guys or bracesshall be replaced by the Contractor. This shall include any adjustment to the staking orguying to prevent girdling of plants. Adjustment will be made to tighten wires and cablesas required.6. Tree Mulching and Fertilization:a) Maintain a 2” layer of shredded hardwood mulch over all tree root balls in turfareas. Add new mulch as required.b) Deep root fertilize all trees with a combination of Injecto-Feed 32-7-7 and Agri-Plex0-4-4 with 2 percent magnesium, 2 percent water soluble magnesium, 3 percentsulfur, .02 percent boron, 5 percent iron, .5 percent manganese and .5 percentzinc. Mix 20 pounds of Injecto-Feed and 1 gallon of Agri-Plex in 100 gallons ofwater. Apply this solution at the rate of 5 gallons per inch trunk diameter measuredat breast height. Space injection points at 2.5 foot intervals starting 2 feet beyondthe drip line. Apply .5 gallon of solution per injection site. Soil injections should bemade 6 to 8 inches deep using an injector probe at 150 to 200 PSI. Keep fertilizersolution agitated during application. Where trees are closely spaced and haveoverlapping treatment areas, inject only once in those areas. Do not double injectthese areas. For trees growing in wells surrounded by concrete, water or otherhard surfaces, drench the top of the root ball with 10 to 15 gallons of fertilizersolution.3.2 TURF AND GRASS MAINTENANCEA. Zoysia Grass:1. Mowing and Trimming: All lawns shall be mowed approximately every seven days Aprilthru September, three (3) times per month in March and October and once monthlyNovember thru February. All sidewalks and curbs shall be edged, and trimming around alltrees and other objects within turf areas shall occur in concurrence with the maximummowing cycles. The Contractor shall use power equipment as approved by the Owner.Nylon cord trimmers shall not be used inside plant basins or beds around plant material2. Fertilization: Zoysia grass shall be fertilized in March, May, July and September for a totalof four (4) applications. Approximately 1.5 to 2 lbs. nitrogen will be applied per 1,000square feet per application. Various analyses and blends of fertilizers can be used basedon soil tests results.3. Weed Control: Zoysia grass shall be treated with two (2) pre-emergent herbicide and four(4) post-emergent herbicide applications for a total of six (6) applications. Herbicideapplications will only be required on established stands of grass.4. Insect, Disease and Animal Control: The Contractor shall inspect all lawn areas once eachtwo (2) weeks or as approved by the Owner. The Contractor shall be required to notify theOwner in writing of problems with insects, diseases, or animals as such problems arises.The Contractor also shall recommend corrective measures in writing.PART 1 - GENERAL1.1 SECTION INCLUDESA. Furnish all labor, material, equipment, related services and supervision necessary for or incidental to negrading all disturbed areas within the limits of work as shown or indicated on the Drawings and/or asspecied.PART 2 - PRODUCTS2.1 LIMITS OF WORKA. The areas to be ne graded are all those disturbed areas within the limits of work as dened on theconstruction documents.2.2 SEQUENCE OF WORKA. Fine grading will not be attempted until all construction involving heavy equipment and vehicles is complete.B. After ne grading is accomplished, it shall be the Contractor's responsibility to protect all ne graded areasfrom vehicular trac or other disruptive activities. Damages to the ne graded surfaces will be restored to asatisfactory condition as prescribed herein until the job is completed and accepted by the Architect.2.3 FINE GRADING OPERATIONSA. The following measures will be executed in the accomplishment of ne grading areas to be planted inturfgrass. The Contractor may elect to use additional or supplemental measures to accomplish ne grading.1. Fine grading will be executed with any or all of the following or other appropriate machinery: lightweightroad grader, tractor box blade, discing machinery, weighted spike harrow, and weighted drags. BullDozer blades or front end loader buckets are not acceptable devices for ne grading operations.2. It is anticipated that some areas of earth embankment and high trac areas may becomeovercompacted and resistant to proper grading. Such areas will be loosened and pulverized withdiscing machinery and will then be recompacted to normal density before ne grading. The use of awatering truck to moisten dried and hardened areas may be necessary.2.4 ACCEPTABILITYA. The Architect will determine if ne graded areas are acceptable. Areas deemed unacceptable will be correctedand re-graded until they are acceptable.PART 3 - EXECUTION3.1 INSPECTIONA. Examine areas and conditions under which ne grading is to be performed and notify Owner/Architect ofconditions detrimental to the proper and timely completion of the work.3.2 PREPARATIONA. Provide adequate protective measures of shoring, bracing, piling, planking and cribbing to protect existingadjacent construction.1. Protect all reference points, benchmarks and monuments from dislocation or damage. Replace orrepair immediately any points damaged, destroyed, or dislocated.2. Sprinkle and dampen all dusty material from the beginning of work to its completion.3. Protect and maintain all conduits, drains, inlets, sewers, pipes and wires that are to remain.4. Provide, erect and maintain all lights, barricades, warning signs and guards as necessary.B. The Contractor shall layout all work required and is responsible for all elevations, dimensions and vericationof actual conditions. Refer discrepancies to the Architect for interpretation or required modications.C. Remove grass, weeds, trees, shrubbery, roots and other vegetation from the areas to be ne graded. Treeroots of protected trees shall not be disturbed. Contractor shall remove vegetation and organic matter by handlabor in tree root zone areasD. Coordinate work with Architect in tree root zone areas.3.3 PUMPING AND DRAINAGEA. Keep ne graded areas free from water, ice and snow at all times. Prevent water from interfering withprogress or quality of the work.3.4 RECONDITIONING FINISHED GRADEA. Where approved grades are compacted or disturbed by Contractor's subsequent operations or adverseweather, the nished grades shall be scaried and re-graded as specied herein prior to further constructionthereon.3.5 GRADINGA. Establish grades by means of grade stakes placed as required. Hold down sub grade to allow depths requiredfor topsoil placement.B. Fine grade to the elevations required by the drawings.C. Imported topsoil, if required, will be furnished by the Contractor and installed in landscape planting and lawnturf areas as indicated on the landscape plan. Native topsoil will be placed in the areas from which they weresalvaged from as per the drawings.D. Finish grade to the elevations required by the drawings and for proper drainage. At intermediate points, forwhich nish grades are not indicated, the nish grade shall be of uniform level of slope between points forwhich elevations are given. Round any abrupt changes in elevation.3.6 ADJUSTMENTS AND CLEANINGA. Settlement or washing that occurs in ne graded areas prior to acceptance of work shall be repaired andgrades re-established to the required elevations and slopes.B. Cleanup all debris caused by the work of this section, keep the site clean and neat at all times.END OF SECTION322216 - FINE GRADINGPART 3 - EXECUTION3.1 EXAMINATION AND PREPARATIONA. Examine sub-grade and other related construction for defects that adversely aect Work.B. Do not proceed until unsatisfactory conditions have been corrected.C. Plant trees and shrubs during normal seasons for such work in the project location and only whenweather conditions are suitable.D. Plant trees and shrubs after nal grades are established and prior to planting of lawns.E. Additional soil amendments may be required per soil test results.3.2 BED PREPARATIONA. When grassy or broadleaf weeds are present, spray with Roundup, a non-selective systemicherbicide, for 100% control. When Nut Sedge is present, spray with Manage, a selective postemergent herbicide, for 100% control. Application of post emergent herbicides is to be performedby a licensed applicator.B. Layout and stake beds for Architect's approval prior to installation of steel edging and planting.C. Excavate existing soil from beds as needed to allow for installation of the specied organiccompost and mulch. Excavated materials will be removed from the site as required by theArchitect and Owner.D.IMPORTANT: Provide 4 inches of composted organic material in shrub and groundcover beds.E.Till to a depth of 8 inches.F. Add commercial fertilizer at 7 pounds per 1,000 square feet of bed area and apply prior toapplication of mulch.A. The fertilizer type and rate specied herein is applicable unless countermanded by the soil fertilitytest corrective recommendations, in which case they will be applicable.G. Grade beds to allow for free ow of surface water to the bed edge and away from buildings. Bedswill be mounded 2 inches to 3 inches and tapered at the edges to meet existing grade.3.3 SHRUB SPACINGA. Place plants in position on bed areas before containers have been removed. Obtain approval fromArchitect. Do not remove burlap from shrubs.B. Plant where located, setting plants with tops of balls even with tops of beds, and compact soilcarefully around each plant ball.C. Remove binding materials (such as twine, nylon cord, and wire) from plant trunk.D. Water each plant thoroughly with hoses to eliminate air pockets.E. Carefully prune plants to remove dead or broken branches and hand-rake bed areas to smooth,uneven surfaces.F. Architect reserves the right to interchange or shift locations of plants prior to planting.G. Apply pre-emergent herbicide, at the recommended rate, three weeks after plant installation hasbeen completed and prior to mulch installation.3.4 PLANTINGA. Ornamental Trees and Large Shrubs:1. Plant trees and shrubs in pits 3 times greater in diameter than root ball. Top 1/3 of backllwill be 20% compost mixed with 80% native soil. Bottom 2/3 of backll will be 100% nativesoil. Carefully settle by watering to prevent air pockets.2. Add fertilizer tablets at the rate of four (4) per 1 inch caliper for trees and four (4) per 24inches of height for large shrubs. Follow label directions for placement of tablets.3. Carefully prune trees to remove dead and broken branches.4. Place root ball in the center of the hole. Do not handle tree by the trunk to place in hole.Scarify and roughen sides of hole where glazed by mechanical excavation.5. Make sure the root are is 2 inches higher than the adjacent soil elevation. The top of theterminal roots at the outer edge of the root ball should be even with or slightly higher than theadjacent soil elevation. Set root ball on undisturbed soil.B. Shrubs Outside Of Beds:1. Plant shrubs in pits as sized below. Backll mix will be 50% existing soil and 50% compost.Excess excavated material will be removed from the site as required by the LandscapeArchitect and Owner. Set root ball on undisturbed soil.Container Size Pit Size1 Gallon10” Diameter x 8” Depth2 Gallon14” Diameter x 10” Depth3 Gallon16” Diameter x 12” Depth5 Gallon20” Diameter x 14” Depth7 Gallon24” Diameter x 16” Depth2. Add fertilizer tablets at the rate of four (4) tablets per 24 inches of plant height. Place tabletsFollow label directions for placement of tablets.3. Carefully prune plants to remove dead and broken branches.3.5 SUMMER DIGGING & TRANSPLANTINGA. To minimize transplant shock, plant decline, defoliation or loss to all balled and burlaped plants.1. Apply Technical Concentrate and Plant Enhancer to plants 24 to 96 hours prior to digging ortransplanting.2. Apply with both a foliar and root drench at identical dilutions of 1.0 . oz. (low stressconditions) to 3.0 . oz. (high stress conditions) per inch of trunk diameter or each 24 inchesof plant height. Mix into 5 to 10 gallons of water for each 1 inch of trunk diameter and 24inches of plant height.3. Re-apply in 15 to 30 days or sooner if extreme environmental stress requires Re-apply ateither a rate of 1 to 3 . oz. per inch of trunk diameter or 5 to 7 . oz. per 5 to 10 gallons ofwater.3.6 TREE SUMPSA. Perform percolation test for each tree pit and install sump detail only when satisfactory drainagedoes not occur within 24 hours.B. Excavate sump pit to a minimum depth of 4 feet 6 inches below bottom of root ball and a minimumof 12 inch diameter.C. Install 4 inch diameter PVC pipe and cap. The portion of pipe in crushed rock is to be perforated.D. Place crushed rock per tree planting detail.E. Place lter fabric over top of crushed rock and 12 inches up side of tree pit.F. Paint PVC cap, color to be selected. Drill 5/8 inch diameter hole in top of cap.3.7 STAKING TREESA. Stake trees immediately after planting as shown on planting details.B. All container grown and containerized trees will be staked per the tree planting detail.C. All balled and burlap trees are not required to be staked but maybe guyed with the Architectsapproval.D. It will be the Landscape Contractor's responsibility to maintain trees in a plumb position through thewarranty period whether they are guyed or not.3.8 MULCHINGA. After planting has been completed and approved by Architect, cover all bare soil around plants.The depth shall vary depending on the plants being mulched. Large plants will receive a 3 inchdepth and plants in 4 inch pots and smaller will receive a 1 inch depth. At no time will mulch comein contact with the stems of plants. Delay mulching in shrub beds until after application ofpre-emergent herbicide and near substantial completion of the project.3.9 CLEANUPA. During work, keep premises neat and orderly including organization of storage areas. Trash,including debris resulting from removing weeds or rocks from planting areas, preparing beds, orplanting plants, shall be removed from site daily as work progresses.B. Keep sidewalks, streets and courtyard areas clean by sweeping or hosing.3.10 MAINTENANCEA. Water will be provided by the Owner. Provide necessary hoses and other watering equipmentrequired to complete work.B. Until Final Acceptance, maintain plantings and trees by watering, cultivating, weeding, spraying,cleaning and replacing as necessary to keep the landscape in a vigorous, healthy condition andrake bed areas as required.\C. Follow landscape maintenance procedures outlined in Specications Section 329510 - PlantingMaintenance.3.11 PLANT SCHEDULEA. Refer to schedule on drawings.END OF SECTIONTURF AND GRASSES (CONT.)329510 - LANDSCAPE MAINTENANCE (CONT.)3.3 IRRIGATION SYSTEM OPERATION AND MAINTENANCEA. The scope of work for the operation and maintenance of the permanent irrigation system shallconsist of the monitoring, adjustment, repair and proper operation of the existing irrigation systemas required insuring adequate moisture to the plant material existing on the project. The existingcondition of the system and any known deciencies will be corrected by the Contractor uponapproval by the Owner. The Contractor shall insure that all irrigation zones, rain sensors andfreeze sensors are operating correctly. Include seasonal draining and winterizing of irrigationsystem when required.B. System repairs will include monitoring of the system on a year round bi-weekly basis andreporting of all damaged or trouble areas to the Owner. The Contractors personnel shall repairany damage that may have occurred during the mowing cycle and set automatic systems tocorrect time requirements. Any damage not the fault of the Landscape Maintenance Contractorshall be assessed and brought to the attention of the Owner with an estimate of the subsequentcosts to make the repairs. In the event the irrigation system fails due to the Contractor's actionsor neglect, the Contractor shall furnish plant irrigation by a method and quantity approved by theOwner.END OF SECTIONPART 1 - GENERAL1.1 SECTION INCLUDESA. Furnish all labor, material, equipment related services and supervision necessary for or incidental tothe installation of the lawns and grasses as shown or indicated on the Drawings and/or asspecied.B.Work Included:1. Soil Preparation and Fine Grading.2. Sod.3. Fertilization.1.2 SUBMITTALSA. Delivery Receipts and Invoices: Submit original delivery receipts and invoices for materials used.B. Product Data: Submit sample label or specication of fertilizer.C. Certicate: Submit State Certicate stating variety and purity of grass sod.D. Application Log: Submit daily log sheets of hydro mulch operations with the following information:3. Sod type and amount.4. Fertilizer analysis and amount.E. Soil Fertility Test Reports:1. Submit analysis, test results and corrective recommendations to Architect.2. Two tests required of existing soil taken at dierent locations on the project site as directedby the Architect.1.3 PROTECTIONA. Protect paving surfaces, curbs, utilities, plant materials, and other existing improvements fromdamage by heavy equipment.B. Locate and stake irrigation heads, valve risers and equipment prior to beginning soil preparationwork.C. During work and maintenance period, maintain topsoil in place at established grades. Replacetopsoil and grass losses due to erosion.D. B. Protect in place work from damage by heavy equipment. Prepare, grade, level and replantdamaged areas.1.4 SUBSTANTIAL COMPLETION & PROJECT CLOSEOUTA. A Certicate of Substantial Completion will be issued when the Work performed under the Contracthas been reviewed and found, to the Architect's best knowledge, information and belief, to besubstantially complete. Substantial Completion is the stage in the progress of the Work when theWork or designated portion thereof is suciently complete in accordance with the ContractDocuments so the Owner can occupy or utilize the Work for its intended use. The date ofSubstantial Completion of the Project or portion thereof is also the date of commencement ofapplicable guarantees as specied.B. A list of items to be completed or corrected will be attached to the Certicate or SubstantialCompletion. The failure to include any items on such list does not alter the responsibility of theContractor to complete all Work in accordance with the Contract documents.C. The Contractor will complete or correct the Work on the list of items within a specic number ofdays as shown on the Certicate of Substantial Completion.D. Upon completion and re-inspection of all corrected items listed, the Architect will recommend tothe Owner that the work of this Section is ready for nal acceptance.1.5 QUALITY ASSURANCEA. General: Comply with applicable Federal, State, County and local regulations governing landscapematerials and work.B. Personnel: Employ only experienced personnel who are familiar with the required work. Providesupervision by a qualied foreman.1.6 GUARANTEEA. Guarantee lawns and grasses for one year after date of Final Acceptance. At the end of thisguarantee period, all lawn and grass areas will have achieved coverage of the specied grass at adensity of 100% coverage, free of weeds, undesirable grass species, disease and insects. Replacedead materials and materials not in vigorous, thriving condition as soon as weather permits and onnotication by the Architect.B. Replace lawns and grasses with same kind as originally planted, at no cost to the Owner. Protectirrigation system And other piping, conduit or other work during replacement. Repair damageimmediately.1.7 JOB CONDITIONSA. Do not install sod on saturated or frozen soil.B. Sod installation shall be subject to suitability of the weather and other conditions aecting sodgrowth.1.8 PROGRESS MEETINGSA. Contractor shall attend all progress meetings as requested by the Architect/Owner duringinstallation.1.9 QUANTITY VERIFICATIONA. The bidding contractor is responsible for the inclusion of all materials, labor and equipment asoutlined in the plans and specication. The plant list is provided to the bidding contractor as aconvenience and the quantities are approximate. VERIFICATION OF ALL QUANTITIES IS THE SOLERESPONSIBILITY OF THE BIDDING CONTRACTOR. Any discrepancies must be reported to theArchitect prior to submittal of bid.PART 2 - PRODUCTS2.1 GRASSA. Sod:1. Sod shall be nursery grown on cultivated agricultural soils. Sod shall have been mowedregularly and carefully and otherwise maintained from planting to harvest.2. Sod shall be of species indicated.3. Thickness of Cut: Sod shall be cut to the supplier's standard width and length. Maximumallowable deviation from standard widths and lengths shall be plus or minus .25 inches onwidth and plus or minus 5% on length.4. Broken strips and torn or uneven ends will not be accepted.5. Strength of Sod Strips: Sod strips shall be strong enough to support their own weight andretain their size and shape if suspended vertically when grasped in the upper 10% of thesection.6. Moisture Content: Sod shall not be harvested or transplanted when moisture content(excessively wet or dry) may adversely aect its survival. Sod shall be stored in a compactgroup to prevent drying out or freezing.7. Time Limitations: Sod shall be harvested, delivered and transplanted within a 30 hour periodunless a suitable preservation method is approved by the Architect prior to delivery. Sod nottransplanted within this period shall be inspected for approval by the Landscape Architectprior to its installation.8. Thatch: Sod shall be free of thatch.9. Diseases. Nematodes and Insects: Sod shall be free of diseases, nematodes and soil-borneinsects.10. Weeds: Sod shall be free of objectionable grassy and broadleaf weeds. 2.2 FERTILIZERA. General:1. Fertilizer shall be commercial product, uniform in composition, free owing, and suitable forapplication with approved equipment.2. Deliver fertilizer to site in fully labeled original containers.3. Fertilizer which has been exposed to high humidity and moisture has become caked orotherwise damaged, making it unsuitable for use, will not be acceptable.B. Sod Initial Application:4. 17% nitrogen5. 17% phosphoric acid6. 17% potashC. Sod Second Application:1. 21% nitrogen2. 0% phosphoric acid3. 0% potashPART 3 - EXECUTION3.1 GENERALA. Execute grass planting operations across slope and parallel to nished grade contours.3.2 PRE-PLANT WEED CONTROLA. Irrigated Grass Areas Only:1. After irrigation system is operational, apply water for 5 to 10 days as needed to achieve weedgermination. Apply contact herbicides and wait as needed before planting. Repeat asneeded.2. Maintain lawn and grass areas weed free until nal acceptance by Owner utilizing mechanicaland chemical treatment.3.3 SOIL PREPARATIONA. Tillage:1. Tillage shall be accomplished to loosen all areas of compacted soil. When placement oftopsoil is specied, till compacted areas prior to placement.2. Till with heavy duty disc, rototiller, or chisel-type breaking plow, chisels set not more than 10inches apart. Till to a depth of 1 to 3 inches.3. Initial tillage shall be done in crossing pattern for double coverage then followed by a discharrow.B. Cleaning:1. Remove debris, building materials, rubbish, weeds, and stones larger than 1 inch in diameter.2. Use Rock Pick or other machinery to gather surface stones larger than 1 inch in diameter.C. Fine Grading:1. After tillage and placement of topsoil, level, ne grade, and drag with a weighted spike harrowor oat drag. Eliminate ruts, depressions, humps and objectionable soil clods.2. Soil to be 4" minimum depth of imported topsoil in all turf areas. Topsoil to be Turfblen fromTexas Pure or approved equal.3. Soil to be 8" minimum depth of amended imported soil for all planting bed areas.L1.03PLANTING SPECIFICATIONSPROJECT:SLAYTER CREEK PARK SKATE PARK LANDSCAPING AND IRRIGATION X XXX\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\SLEEVING SHOWN FOR CLARITY.INSTALL LATERALS IN ONESLEEVE AND SIZE SLEEVEACCORDINGLY (TYP.)2" MAINLINEAPPROXIMATE CONTROLLER & RAIN SENSORLOCATION. AVOID OVERHEAD OBSTRUCTIONS ANDOVERSPRAY ASSOCIATED WITH RAIN SENSOR.CONTRACTOR TO CONFIRM LOCATION WITHOWNER.CONTRACTOR TO PROVIDE 110/120V, SINGLEPHASE POWER FOR CONTROLLER.CONTRACTOR TO PROVIDE CONNECTION FROMCONTROLLER TO FLOW SENSOR.COORDINATE/DISCUSS PROJECT LIMITS WITHGENERAL CONTRACTOR TO ENSURE ALLIRRIGATION EQUIPMENT IS INSTALLED WITHINPROJECT AREA.ALL DRIP ZONES TO HAVEMINIMUM 12" SETBACK(CLEAR-ZONE) BETWEENDRIPLINE AND SOD ORPAVEMENT EDGECONTRACTOR TO ADJUST ALL OVERHEAD SPRAYHEADS TO ENSURE MINIMAL OVER-SPRAYOCCURS ON ANY HARDSCAPE SURFACE (TYP).TEMPORARILY IRRIGATE UNTILESTABLISHMENT OF SODMAINLINE & VALVES SHOWN FOR CLARITY.INSTALL MAINLINE AND VALVES 6" FROMB.O.C WHEN POSSIBLE WITHIN GREENSPACE. COORDINATE WITH OTHERDISCIPLINES TO AVOID CONFLICTS (TYP).DO NOT REMOVE EXISTING SLEEVED LINESUNDER PAVEMENT (TYP.)CONTRACTOR TO VERIFY EXISTING METER& BACKFLOW ARE CORRECTLY INSTALLEDAND FULLY OPERATIONAL PRIOR TO ANYCONSTRUCTION.COORDINATE WITH CONTRACTOR FORLOCATION OF EXISTING IRRIGATION WATERMETER AND ASSOCIATED APPURTENANCES(LOCKING GATE VALVE, BACKFLOW, FLOWSENSOR, MASTER CONTROL VALVE, ETC).EQUIPMENT TO BE PLACED IN GREENSPACE.MCV37.31112"222112"35.291"432.2112"TEMPORARILY IRRIGATE UNTILESTABLISHMENT OF SODCRSSYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYHunter MP Corner PROS-06-PRS40-CVTurf Rotator, 6in. pop-up with factory installed check valve,pressure regulated to 40 psi, MP Rotator nozzle on PRS40 body.T=Turquoise adj arc 45-105.1Hunter MP1000 PROS-06-PRS40-CVTurf Rotator, 6in. pop-up with check valve, pressure regulated to40 psi, MP Rotator nozzle on PRS40 body. M=Maroon adj arc 90to 210, L=Light Blue 210 to 270 arc, O=Olive 360 arc.36Hunter MP2000 PROS-06-PRS40-CVTurf Rotator, 6in. pop-up with factory installed check valve,pressure regulated to 40 psi, MP Rotator nozzle on PRS40 body.K=Black adj arc 90-210, G=Green adj arc 210-270, R=Red 360arc.73Hunter PCBFlood Bubbler, 1/2in. FIPT.22SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYArea to Receive DriplineNetafim TLCV-026-12Techline Pressure Compensating Landscape Dripline with CheckValve. 0.26 GPH emitters at 12" O.C. Dripline laterals spaced at12" apart, with emitters offset for triangular pattern. 17mm.1,230 l.f.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYHunter ICV-G1in., 1-1/2in., 2in., and 3in. Plastic Electric Remote ControlValves, Globe Configuration, with NPT Threaded Inlet/Outlet, forCommercial/Municipal Use.4Hunter HQ-44LRCQuick coupler valve, yellow rubber locking cover, red brass andstainless steel, with 1in. NPT inlet, 2-piece body. Contractor toprovide (2) Hunter HK-44 quick coupler keys.2Isolation Valve1Hunter ICV-G 2"1in., 1-1/2in., 2in., and 3in. Plastic Electric Master Valve, GlobeConfiguration, with NPT Threaded Inlet/Outlet, forCommercial/Municipal Use.1Hunter A2C-1200-SS12-Station controller in an outdoor stainless steel wall mountenclosure.1Hunter WR-CLIKRain Sensor, install within 1000 ft of controller, in line of sight.22-28 VAC/VDC 100 mA power from timer transformer. Mount asnoted.1Hunter HFS-100Flow Sensor for use with ACC controller, 1in. Schedule 40 SensorBody, 24 VAC, 2 amp.1Point of Connection 3"1Irrigation Lateral Line: PVC Class 200 SDR 212,246 l.f.Irrigation Mainline: PVC Class 200 SDR 21561.2 l.f.Pipe Sleeve: PVC Schedule 40120.4 l.f.MCVCRSIRRIGATION SCHEDULEIrrigation PlanAScale: 1" = 20'-0"0'20'40'Scale: 1" = 20'-0"NORTHBUILDING SKATEBOARDINGEdgewater, FL 32132 newlineskateparks.com137 W. Marion Ave. #1 P 604.530.1114F 604.530.1119NEW LINE SKATEPARKS INC.LOCATION:COPYRIGHT RESERVED. THIS DRAWING AND DESIGN IS THE PROPERTYOF NEW LINE SKATEPARKS INC. AND MAY NOT BE REPRODUCED OR USED FOR OTHER PROJECTS WITHOUT PERMISSIONBYDRAWING NUMBER:REVDRAWN:SCALE:30"x42"CONTRACTOR SHALLCHECK ALLDIMENSIONS ON THEWORK AND REPORTANY DISCREPANCY TOTHE CONSULTANTBEFORE PROCEEDING.ALL DRAWINGS ANDSPECIFICATIONS ARETHE EXCLUSIVEPROPERTY OF THEOWNER AND MUST BERETURNED AT THECOMPLETION OF THEWORK.No DATEDESCRIPTIONDRAWING TITLE:PROJECT NUMBER:CHECKED:APPROVED:START DATE:PAGE SIZE:DECEMBER 2022NJFAJB064642000AS SHOWN425 W. Rosamond Parkway, Anna, TX 75409 Slayter Creek ParkAJB SITE AMENITIES PACKAGE ISSUE FOR CONSTRUCTION TX F-928 McKinney, TX 75069 Suite 100 260 East Davis Street Kimley-Horn www.kimley-horn.com P 469 301 2580L2.01IRRIGATION PLANABOVE QUANTITIES PROVIDED FOR CONVENIENCE ONLY. CONTRACTOR TOCONFIRM ALL QUANTITIES PRIOR TO BIDDING.REFERENCE MAXIMUM LATERAL DRIPLINE CHART TO DETERMINE MINIMUMNUMBER OF POINTS OF CONNECTION PER DRIP LINE ZONE.WHERE LAYOUT FLEXIBILITY EXISTS CENTER FEED LAYOUTS MUST BE USED. THISALLOWS FOR EVEN FLOW OF WATER THROUGH THE ZONE.HUNTER ECO-INDICATOR TO BE PLACED IN ALL DRIP AREAS AT THE FURTHESTPOINT OF EACH DRIP RUN.THIS IRRIGATION PLAN IS DESIGNED TO THE FOLLOWING STATS: 65 PSI AND 75GPM. IF WATER PRESSURE DOES NOT MEET DESIGN SPECIFICATIONS A BOOSTERPUMP WILL BE REQUIRED AT COST OF CONTRACTOR. CONTACT LANDSCAPEARCHITECT PRIOR TO INSTALLATION IF SYSTEM HAS +/- 5 PSI THAN DESIGNPRESSURE.EXISTING IRRIGATION NOTESZONES LOWER THAN THE CAPACITY OF THE FLOW SENSOR ARE TO BE WIRED INTHE CONTROLLER WITH ANOTHER ZONE SO THAT THE FLOW SENSOR READS BOTHZONES AS ONE ZONE IN ORDER TO MEET THE FLOW SENSOR'S LOWEST GPMREQUIREMENT. DRIP ZONES REQUIRED TO REMAIN PIPED AS SEPARATE ZONES.1. CONTRACTOR TO CONFIRM EXISTING SYSTEM SOURCE AND BACKFLOW ARE FULLY OPERATIONAL.2. CONTRACTOR TO CONFIRM EXISTING BACKFLOW IS TO SERVE IRRIGATION SYSTEM ONLY. EXISTING BACKFLOW MUSTBE PLACED ON IRRIGATION SERVICE LINE TO PREVENT ANY POSSIBILITY OF BACKFLOW FROM BEING DIRECTED INTO THEBUILDING. IF THE EXISTING BACKFLOW IS NOT A DEDICATED IRRIGATION BACKFLOW, CONTRACTOR IS TO INSTALL A NEWBACKFLOW. SIZE ACCORDING TO METER SIZE.3. CONFIRM EXISTING CONTROLLER ZONE AVAILABILITY. IF CONTROLLER CANNOT HANDLE PROPOSED ZONES, CONTACTIRRIGATION DESIGNER IMMEDIATELY.4. CAP EXISTING LINES WHERE NECESSARY FOR CONSTRUCTION.5. MAINLINE APPROXIMATE LOCATION AS SHOWN. CONTRACTOR TO LOCATE EXACT LOCATION AND UTILIZE. PROTECTMAINLINE IN PLACE DURING CONSTRUCTION. CAP EXISTING MAINLINE AND LEAVE IN PLACE WHERE NECESSARY.6. DO NOT TRENCH UNDER EXISTING TREES. HAND TRENCH LATERALLY TO INSTALL HEADS, DRIP, ETC.7. ALL PROPOSED IRRIGATION TO MATCH EXISTING PRECIPITATION RATES, IF ZONES ARE COMBINED WITH EXISTINGZONES, NO DRIP AND HEADS TO BE ON SAME ZONES.8. ALL EXISTING IRRIGATION SHOWN TO REMAIN SHOULD BE PROTECTED DURING CONSTRUCTION. CONTRACTOR TOCONFIRM 100 PERCENT COVERAGE ON EXISTING AND MODIFY IF NEEDED.9. MODIFY ZONES PER REVISED CHANGES. CAP LINES WHERE NECESSARY. ADD HEADS AS NEEDED, REPLACEHEADS/NOZZLES TO PROVIDE FULL COVERAGE.10. DO NOT REMOVE EXISTING SLEEVED LINES UNDER PAVEMENT UNLESS SPECIFIED.11. CONTRACTOR TO NUMBER EXISTING VALVES AND PROPOSED VALVES IN NUMERICAL ORDER STARTING FROM THEMETER AND GOING IN A CLOCKWISE CIRCLE.12. CONTRACTOR TO FIELD INVESTIGATE EXISTING CONDITIONS TO LOCATE EXISTING IRRIGATION LATERAL LINES ANDRE-PURPOSE FOR NEW IRRIGATION IN THE LANDSCAPE ISLAND.1. IRRIGATION CONTRACTOR SHALL TEST EXISTING STATIC PRESSURE ON SITE PRIOR TO CONSTRUCTION. SHOULD EXISTING SITEPRESSURE BE BELOW 65 PSI, CONTRACTOR SHALL CONTACT THE IRRIGATION DESIGNER PRIOR TO COMMENCEMENT OFCONSTRUCTION.2. COORDINATE IRRIGATION INSTALLATION WITH PLANTING PLAN AND SITE CONDITIONS TO PROVIDE COMPLETE 100% COVERAGEWITH MINIMUM OVERSPRAY. THE IRRIGATION CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO ENSURE PROPER COVERAGEAT NO ADDITIONAL COST TO THE OWNER.3. ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BE THE RESPONSIBILITYOF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETS GOVERNMENT REGULATIONS.CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS OR APPROVALS PRIOR TOCOMMENCEMENT OF OPERATIONS ON-SITE. COPIES OF THE PERMITS SHALL BE SENT TO THE OWNER/GENERAL CONTRACTOR.4. LATERAL PIPE SHALL BE INSTALLED AT A MINIMUM DEPTH OF 12 INCHES. MAINLINE PIPE AND WIRES SHALL BE INSTALLED AT AMINIMUM DEPTH OF 18 INCHES.5. ELECTRICAL POWER SHALL BE PROVIDED WITHIN 5 FEET OF CONTROLLER LOCATION BY GENERAL CONTRACTOR. LICENSEDIRRIGATION CONTRACTOR TO PROVIDE FINAL HARD WIRE TO CONTROLLER.6. 24 VOLT VALVE WIRE SHALL BE A MINIMUM OF 14 GAUGE, U.L. APPROVED FOR DIRECT BURIAL, SINGLE CONDUCTOR "IRRIGATIONWIRE". CONTRACTOR TO CONFIRM WIRE SIZE PRIOR TO INSTALLATION. WIRE SPLICES SHALL BE ENCASED IN A WATERPROOF WIRECONNECTOR UL APPROVED AND FILLED WITH SILICONE.7. IRRIGATION VALVES AND VALVE BOXES SHALL BE LOCATED IN LANDSCAPE BEDS OR GROUNDCOVER AREAS WHENEVER POSSIBLE.ALL REMOTE VALVE BOXES SHALL BE SET FLUSH WITH FINISHED GRADE AND CONTAIN ONE CUBIC FOOT OF CLEAN GRAVELBENEATH VALVE. LABEL REMOTE BOXES WITH ONE-INCH ALPHA NUMERIC NOTATION CORRESPONDING TO THE APPLICABLEALPHA CONTROLLER AND NUMERIC STATION. USE 10" ROUND VALVE BOXES FOR ELECTRIC VALVES AND QUICK COUPLING VALVES.USE 15" X 9.5" RECTANGULAR BOX FOR DRIP VALVES UNLESS NOTED OTHERWISE. DOUBLE CHECK ASSEMBLY SHALL BE BOXEDACCORDING TO LOCAL CODES.8. USE PVC SWING JOINT ASSEMBLIES TO CONNECT ALL SPRAY AND ROTOR HEADS.9. CONTRACTOR IS TO CONTACT APPROPRIATE AUTHORITIES AND LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENT QUANTITIES, AND UTILITY LOCATIONS PRIOR TO BEGINNING WORK.10. SLEEVES SHALL BE INSTALLED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. SLEEVE MATERIAL SHALL BE PVC, SCHD.40. CONTRACTOR SHALL EXTEND SLEEVES 18 INCHES BEYOND EDGE OF ALL PAVEMENT. ELECTRICAL WIRES FOR IRRIGATIONVALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE SLEEVES. SEE SLEEVING DETAIL. ALL PRESSURE MAINLINESUNDER ASPHALT PAVEMENT SHALL BE PLACED WITHIN SLEEVES AS NOTED.11. DRIP LINE SHALL BE PLACED A MINIMUM OF 2" UNDER MULCH.12. LICENSED IRRIGATION CONTRACTOR SHALL ADJUST SPRAY NOZZLES FOR "HEAD-TO-HEAD" COVERAGE AND ADJUST FOR MINIMUMOVERSPRAY ONTO PAVEMENT. NO OVERSPRAY IS PERMITTED ONTO STREETS OR SIDEWALKS.13. IRRIGATION CONTRACTOR SHALL SUPPLY AND CONSTRUCT IRRIGATION SYSTEM WITH ALL MATERIALS AND PER MANUFACTURERSPECIFICATIONS SHOWN ON THIS PLAN. IF CONTRACTOR PREFERS MATERIALS THAT DIFFER FROM THE THIS PLAN, THEY SHALL BEAPPROVED BY THE IRRIGATION DESIGNER PRIOR TO CONSTRUCTION.14. VERIFY CONTROLLER AND RAIN SENSOR LOCATION AND MAINLINE POINT OF CONNECTION AT PROJECT SITE WITH OWNER.15. EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE WITHIN THE CRITICAL ROOTZONE OF ANY TREE.16.IRRIGATION LATERAL LINES, MAIN LINES AND EQUIPMENT MAY BE SHOWN OUTSIDE PROPERTY LINES ON THIS PLAN, ALLIRRIGATION LINES AND EQUIPMENT ARE TO BE WITHIN AND INSTALLED WITHIN THE LIMITS OF THE PROPERTY LINE.17. SUPPLY LINE AND METER TO BE PROVIDED BY GENERAL CONTRACTOR. BACKFLOW PREVENTER TO BE PROVIDED BY IRRIGATIONCONTRACTOR. IRRIGATION CONTRACTOR'S POINT OF CONNECTION TO BEGIN AFTER THE IRRIGATION WATER METER.18. IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNERSREPRESENTATIVE.19. ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLY WATERED/IRRIGATED TO KEEP MOIST UNTIL PLANTED.20. MAINLINE, VALVES, AND WIRING ARE SHOWN ON DRAWINGS FOR CLARITY, SHOULD BE LOCATED IN ACCESSIBLE GREEN SPACE.CONTRACTOR TO COORDINATE WITH ALL DISCIPLINES TO AVOID CONFLICTS WITH UTILITIES/ STRUCTURES, ETC.21. INSTALLATION OF WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS IN SUCH A MANNER AS TO ALLOW FOR A SPEEDYAND ORDERLY COMPLETION OF ALL WORK ON THE SITE.22. SET SPRAY HEADS 4" FROM BACK OF CURB OR 24" IF PAVEMENT HAS NO CURB.23. CONTRACTOR SHALL PROVIDE "AS-BUILT" DRAWINGS OF THE FINAL INSTALLATION TO OWNER AT SUBSTANTIAL COMPLETIONBEFORE RECEIVING FINAL PAYMENT. "AS-BUILT" DRAWINGS TO BE COLOR CODED BY ZONE ON 8.5" X 11", LAMINATED, AND PLACEDIN CONTROLLER.24. ALL DRIP ZONES SHALL BE INSTALLED WITH A SELF-FLUSHING DISC FILTER, OR APPROVED EQUAL.25. INSTALL ALL IRRIGATION COMPONENTS AS PER MANUFACTURERS REQUIREMENTS.26. IRRIGATION HEADS AND COMPONENTS SHALL BE LOCATED A MINIMUM OF 24" FROM ALL BUILDINGS TO AVOID ADVERSEPERFORMANCE OF FOUNDATIONS AND SLABS.27. NO LATERALS LESS THAN 3/4" DIAMETER.IRRIGATION NOTESNORTH 05.30.2023.PROJECT:SLAYTER CREEK PARK SKATE PARK LANDSCAPING AND IRRIGATION 123451011129812345678910111267Drip Control Zone KitHScale: N.T.S.FINISH GRADESTANDARD VALVE BOX WITHCOVERWATERPROOF CONNECTIONVALVE ID TAG30-INCH LINEAR LENGTH OF WIRE,COILED1" X 34" REDUCING COUPLINGPRESSURE REGULATING FILTERLATERAL PIPEPVC SCH 40 FEMALE ADAPTOR ORREDUCERREMOTE CONTROL VALVEPVC SCH 40 TEE OR ELL TOMANIFOLD3-INCH MINIMUM DEPTH OF3/4-INCH WASHED GRAVELVALVE BOX TO BE INSTALLED 12-18" FROM BACK OF CURBPVC SCH 40 ELLPVC SCH 80 NIPPLE (CLOSE)PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)PVC MAINLINE PIPEPVC SCH 40 TEE OR ELL1 234567891012131415BRICK (1 OF 4)1235647810911121314151116 LENGTH, HIDDEN) AND16SCH 80 NIPPLE (2-INCH SCH 40 ELLPVC SCH 40 MALE ADAPTERPVC LATERAL PIPE3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVELElectric Remote Control ValveGScale: N.T.S.30-INCH LINEAR LENGTH OF WIRE,COILEDWATERPROOF CONNECTION SPLICE-1(1 OF 2)ID TAGREMOTE CONTROL VALVE:ICV-GVALVE BOX WITH COVERFINISH GRADE/TOP OF MULCHVALVE BOX TO BE INSTALLED 12-18" FROM BACK OF CURBLFLFPVC OR POLY SUPPLY HEADERPVC OR POLY EXHAUST HEADERAREA PERIMETERREMOTE CONTROLFILTER AND PRVVALVE WITH DISC2" TO 4" FROM EDGEPERIMETER LATERALSSEE DETAIL 4 OF 4CONNECTIONTechline STARTMALE ADAPTERCONNECTIONTechline STARTPLUMBED TO PVC OR POLYMANUAL LINE FLUSHING VALVETECHLINE DRIPPER SPACINGDRIPPER FLOW RATE (GPH)INLET PRESSURE (PSI)202535452423023804361902382993431441802272600.4 0.6 0.912"TECHLINE CV-MAXIMUM LENGTH OF A SINGLE LATERAL (FEET)Techline CV Center Feed LayoutIScale: N.T.S.55480 378 28760580 393 2980.263314135185946556813444295406202703384264892042573233710.4 0.6 0.918"684 539 410713 561 4260.264685847378459329692603264124720.924"5225440.6342430542622686716® WHERE LAYOUT FLEXIBILITY EXISTS CENTER FEED LAYOUTS MUST BEUSED. THIS ALLOWS FOR EVEN FLOW OF WATER THROUGH THE ZONE.ALL BARBED FITTINGS TO UTILIZE EITHER STAINLESS STEELHOSE CLAMPS, STEEL CRIMP, OR COMPRESSION RING.8"6"6"4"3"3"2 1/2"2"2"8"6"6"4"3"--------2"2"2 1/2"3"3"4"6"6"8"4"3"2 1/2"2"1 1/2"1 1/4"1"3/4"1/2"SOCKETEDPIPEBELL AND GASKETFITTINGSSOLVENT WELDSCH. 40 FITTINGSPVC PIPESIZESleeve ScheduleAScale: N.T.S.1MAINLINE PIPE - 18" MIN. DEPTH2LATERAL PIPE - 12" MIN. DEPTH34WIRING IN CONDUIT - 12" MIN. DEPTH568876512347Pipe and Wire TrenchingCScale: N.T.S.MAINLINE, LATERAL AND WIRING IN THESAME TRENCH - 18" MIN. DEPTHTIE A 24-INCH LOOP IN ALL WIRING ATCHANGES OF DIRECTION OF 30° ORGREATER. UNTIE AFTER ALLCONNECTIONS HAVE BEEN MADE.ALL SOLVENT WELD PLASTIC PIPING TOBE SNAKED IN TRENCH AS SHOWN.RUN WIRING BENEATH AND BESIDEMAINLINE. TAPE AND BUNDLE AT10-FOOT INTERVALS.NOTES:1. SLEEVE BELOW ALL HARDSCAPEELEMENTS WITH SCHD. 40 PVCTWICE THE DIAMETER OF THE PIPEOR WITH BUNDLE WITHIN.2. FOR PIPE AND WIRE BURIAL DEPTHSSEE SPECIFICATIONS.SECTION VIEWALL SOLVENT WELD PLASTIC PIPING TOBE RAN IN TRENCH AS SHOWN.PLAN VIEW4" MIN. CLEARANCESleeve DetailBScale: N.T.S.PAVEMENT/FINISHED GRADE18" MIN.12"HARDSCAPEPAVINGSLEEVESDITCHNOTES:1. ALL IRRIGATION SLEEVES TO BESCHEDULE 40 PVC.2. ALL JOINTS TO BE SOLVENT WELDED ANDWATERTIGHT.3. WHERE THERE IS MORE THAN ONESLEEVE. EXTEND THE SMALLER SLEEVETO 24-INCHES MINIMUM ABOVE FINISHEDGRADE.4. MECHANICALLY TAMP TO 95° PROCTOR.SECTION VIEWSLEEVE AS SPECIFIED (PROVIDESEPARATE 2" CHASE FOR CONTROLWIRING.)18" FORNON-PRESSURIZEDLATERAL 24" FORMAINLINESWEEP EL (TYPICAL)TEMPORARY RISER AND CAP SOLVENTWELD CAP TO RISERTEEVALVE BOX(INSTALL PER SPECS)3/4" GRAVEL SUMP(1 CUBIC FOOT)Line Flushing Valve (W/ Shut-o Valve)KScale: N.T.S.LINE FLUSHING VALVE #F-TLFV-1COMPRESSION RINGBLANK TL (TYP.)LATERAL (OR EXHAUST HEADER)SHUT-OFF VALVE #TLSOV (BLANKTUBING MAY BE ATTACHED TO OUTLET)BRICK SUPPORTS (THREE)DETAIL - N.T.S.FINISH GRADE6" ROUNDVALVE BOXAIR / VACUUMRELIEF VALVEBRICK SUPPORTS(THREE)3/4" CRUSHEDGRAVEL SUMP3/4"M x 1/2"F TxTREDUCTION BUSHING3/4" PVC COUPLING(TxT)3/4" SCH 80 RISER(LENGTH AS REQUIRED)POLY TUBINGCLAMPED TO PVCINSERT FITTINGSTAINLESS STEELCLAMPSAir/Vacuum Relief (Plumbed to Poly)JScale: N.T.S.76543216432157Bubbler AssemblyFScale: N.T.S.BUBBLER HEAD AS SPECIFIED1/2" FLEX POLY (18" - 24" LONG) TOEXTEND TO TRUNK OF EACH TREEREDUCER BUSHING AS REQUIREDSCHEDULE 40 PVC TEE (S X S X S)LATERAL LINE (CLASS 200 PVC)9" LONG (12 GAUGE) WIRE STAPLEMALE ADAPTERMP Rotator SprinklerEScale: N.T.S.MODEL PRS40-06-CVLATERAL PIPEFINISH GRADELATERAL TEE OR ELLSWING JOINT:HUNTER 'PRO-FLEX' TUBING,HSBE-050 ELBOWS (2), &MARLEX STREET ELBOW (1)Wireless Rain/Freeze SensorDScale: N.T.S.NOTE:MOUNT SENSOR ON ANY SURFACE WHERE IT WILL BEEXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT INPATH OF SPRINKLER SPRAY, NO MORE THAN 300'FROM RECEIVER UNIT. MOUNT RECEIVER UNIT NOFURTHER THAN 6' FROM CONTROLLER.MODEL WR-CLIKWR-CLIK RECEIVERMOUNTING SURFACEControllerLScale: N.T.S.CONTROL WIRE IN ELECTRICALCONDUIT. SIZE AND TYPEPER LOCAL CODE*NOTE*MOUNT CONTROLLER WITH LCD SCREEN AT EYE LEVEL. CONTROLLER SHALLBE HARD-WIRED TO GROUNDED 110 VAC SOURCE.MINIMUM CLEARANCEFOR DOOR OPENING*DOOR CLEARANCEEXTERIOR WALLMODEL A2C-1200-SSELECTRICAL SUPPLY CONDUIT.CONNECT TO POWER SOURCE.J BOX INSIDE CONTROLLER.ECO INDICATOR - SWING JOINTMScale: N.T.S.ECO INDICATORFINISHED GRADESWING JOINTADJACENT MULCHPVC LATERAL PIPEDRIP INDICATOR TO BEPLACED IN ALL DRIP AREASAT THE FURTHEST POINT OFEACH DRIP RUN.Point of Connection with Flow SensorMScale: N.T.S.NOTE: INLET PIPE LENGTH OF SENSORMUST BE MIN. 10 X PIPE DIA. STRAIGHT,CLEAN RUN OF PIPE, NOT FITTINGS ORTURNS. OUTLET PIPE LENGTH OFSENSOR MUST BE MIN. 5X PIPE DIA. OFSTRAIGHT CLEAN RUN OF PIPE, NOFITTINGS OR TURNS.TO SOURCE ASNOTED ON PLAN3/4" MINUS WASHEDGRAVEL10" PLASTIC BOX3/4" MINUSWASHED GRAVEL ISOLATION/GATEVALVESTANDARDVALVE BOXBRICK SUPPORTS TYP.MASTER VALVE10" PLASTIC BOXFLOW SENSORVALVE BOXBUILDING SKATEBOARDINGEdgewater, FL 32132 newlineskateparks.com137 W. Marion Ave. #1 P 604.530.1114F 604.530.1119NEW LINE SKATEPARKS INC.LOCATION:COPYRIGHT RESERVED. THIS DRAWING AND DESIGN IS THE PROPERTYOF NEW LINE SKATEPARKS INC. AND MAY NOT BE REPRODUCED OR USED FOR OTHER PROJECTS WITHOUT PERMISSIONBYDRAWING NUMBER:REVDRAWN:SCALE:30"x42"CONTRACTOR SHALLCHECK ALLDIMENSIONS ON THEWORK AND REPORTANY DISCREPANCY TOTHE CONSULTANTBEFORE PROCEEDING.ALL DRAWINGS ANDSPECIFICATIONS ARETHE EXCLUSIVEPROPERTY OF THEOWNER AND MUST BERETURNED AT THECOMPLETION OF THEWORK.No DATEDESCRIPTIONDRAWING TITLE:PROJECT NUMBER:CHECKED:APPROVED:START DATE:PAGE SIZE:DECEMBER 2022NJFAJB064642000AS SHOWN425 W. Rosamond Parkway, Anna, TX 75409 Slayter Creek ParkAJB SITE AMENITIES PACKAGE ISSUE FOR CONSTRUCTION TX F-928 McKinney, TX 75069 Suite 100 260 East Davis Street Kimley-Horn www.kimley-horn.com P 469 301 2580L2.02IRRIGATION DETAILS &SPECIFICATIONS12. GUARANTEE: ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM DATE OF ACCEPTANCE AGAINST ALLDEFECTS IN MATERIAL, EQUIPMENT AND WORKMANSHIP. GUARANTEE SHALL ALSO COVER REPAIR OF DAMAGE TOANY PART OF THE PREMISES RESULTING FROM LEAKS OR OTHER DEFECTS IN MATERIAL, EQUIPMENT ANDWORKMANSHIP TO THE SATISFACTION OF THE TENANT'S CONSTRUCTION REPRESENTATIVE. REPAIRS, IF REQUIRED,SHALL BE DONE PROMPTLY AT NO COST TO THE OWNER.A. PERFORM ALL EXCAVATIONS AS REQUIRED FOR THE INSTALLATION OF THE WORK INCLUDING UNDER THISSECTION, INCLUDING SHORING OF EARTH BANKS TO PREVENT CAVE-INS. RESTORE ALL SURFACES, EXISTINGUNDERGROUND INSTALLATIONS, ETC., DAMAGED OR CUT AS A RESULT OF THE EXCAVATIONS TO AND IN A MANNERAPPROVED BY THE OWNER.C. MATERIALS:D. WORKMANSHIP:E. INSTALLATION:1. EXCAVATION AND TRENCHING:1. LAY OUT WORK AS ACCURATELY AS POSSIBLE TO THE DRAWINGS. THE DRAWINGS, THOUGH CAREFULLY DRAWN,ARE GENERALLY DIAGRAMMATIC TO THE EXTENT THAT SWING JOINTS, OFFSETS, AND ALL FITTINGS ARE NOTSHOWN.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL AND COMPLETE COVERAGE OF ALL IRRIGATED AREAS ANDSHALL MAKE ANY NECESSARY MINOR ADJUSTMENTS AT NO ADDITIONAL COST TO THE OWNER'S CONSTRUCTIONREPRESENTATIVE.3. ANY MAJOR REVISIONS TO THE IRRIGATION SYSTEM MUST BE SUBMITTED AND ANSWERED IN WRITTEN FORM,ALONG WITH ANY CHANGE IN CONTRACT PRICE.11. QUICK COUPLING VALVES: SHALL BE NOTED ON DRAWINGS.10. SPRINKLER HEADS/ DRIP LINE: SEE LEGEND9. SLEEVES FOR CONTROL WIRING: UNDER ALL WALKS AND PAVED AREAS AND WHERE INDICATED ON DRAWINGS.MINIMUM PVC SCHEDULE 40 PLASTIC PIPE.8. CONTROL WIRING: CONVENTIONAL SYSTEMS TO USE 24 VOLT SOLID UL APPROVED FOR DIRECT BURIAL INGROUND. MINIMUM WIRE SIZE: 14 GAUGE. ALL SPLICES SHALL BE MADE WITHIN VALVE BOX. TWO-WIRE SYSTEMSTO UTILIZE CONTROL WIRING PER MANUFACTURER STANDARDS.7. REMOTE CONTROL VALVES: SEE LEGEND6. AUTOMATIC CONTROLLER: SEE LEGEND5. SPRINKLER HEAD RISERS: SCHEDULE 40 PVC FOR RISERS. PIPE SHALL BE CUT WITH A STANDARD PIPE CUTTINGTOOL WITH SHARP CUTTERS. REAM ONLY TO FULL DIAMETER OF PIPE AND CLEAN ALL ROUGH EDGES OR BURRS.CUT ALL THREADS ACCURATELY WITH SHARP DIES. NOT MORE THAN THREE(3) FULL THREADS SHALL SHOW BEYONDFITTINGS WHEN PIPE IS MADE UP. ASSEMBLIES SHALL BE AS DETAILED.4. SOLVENT CEMENT: PVC CEMENT SHALL MEET ASTM D 2564 AND PVC CLEANER-TYPE SHALL MEET ASTM F 656.3. PLASTIC FITTINGS: ALL SOLVENT-WELD PVC FITTINGS SHALL MEET THE REQUIREMENTS OF SCHEDULE 40 AS SETFORTH IN ASTM D 2466. SCHEDULE 40 SOLVENT-WELD, POLYVINYL CHLORIDE (PVC) STANDARD WEIGHT ASMANUFACTURED BY SLOANE, LASCO, OR APPROVED EQUAL.2. PLASTIC PIPING: ALL MAIN LINES AND LATERAL LINES SHALL BE CLASS 200 POLYVINYL CHLORIDE (PVC) PIPE ANDSHALL COMPLY WITH ONE OF THE FOLLOWING STANDARDS: ASTM D 1785, ASTM D-2241, AWWA C-900, OR AWWAC-905. SDR-PR PIPE SHALL HAVE A MINIMUM WALL THICKNESS AS REQUIRED BY SDR-26. PVC GASKETS FITTINGSSHALL CONFORMING TO ASTM D 3139. GASKETS SHALL CONFORM TO ASTM F 477. SOLVENT-WELD PVC FITTINGSSHALL MEET THE REQUIREMENTS OF SCHEDULE 40 AS SET FORTH IN ASTM D 2466. THREADED PVC PIPE FITTINGSSHALL MEET THE REQUIREMENTS OF SCHEDULE 40 AS SET FORTH IN ASTM D 2464. CONFORMING TO ASTM D-1784AND D-22411. GENERAL: ALL MATERIALS THROUGHOUT THE SYSTEM SHALL BE NEW AND IN PERFECT CONDITION.1. PERMITS AND FEES: OBTAIN ALL PERMITS AND PAY REQUIRED FEES TO ANY GOVERNMENTAL AGENCY HAVINGJURISDICTION OVER THE WORK. INSPECTIONS REQUIRED BY LOCAL ORDINANCES DURING THE COURSE OFCONSTRUCTION SHALL BE ARRANGED AS REQUIRED. ON COMPLETION OF THE WORK, SATISFACTORY EVIDENCESHALL BE FURNISHED TO THE OWNER'S CONSTRUCTION REPRESENTATIVE TO SHOW THAT ALL WORK HAS BEENINSTALLED IN ACCORDANCE WITH THE STATE AND LOCAL BUILDING/ PLUMBING CODE AND ALL OTHER CODEREQUIREMENTS.8. THE OWNER RESERVES THE RIGHT TO REJECT MATERIAL OR WORK WHICH DOES NOT CONFORM TO THECONTRACT DOCUMENTS. REJECTED WORK SHALL BE REMOVED OR CORRECTED AT THE EARLIEST TIME POSSIBLE.11. FINAL ACCEPTANCE: FINAL ACCEPTANCE OF THE WORK MAY BE OBTAINED FROM THE OWNER'S CONSTRUCTIONREPRESENTATIVE UPON THE SATISFACTORY COMPLETION OF ALL WORK.10. "AS-BUILT" IRRIGATION DRAWINGS: PREPARE AN "AS-BUILT" DRAWING ON A FULL-SIZE PLAN SET WHICH SHALLSHOW DEVIATIONS FROM THE BID DOCUMENTS MADE DURING CONSTRUCTION AFFECTING THE MAIN LINE PIPE,CONTROLLER LOCATIONS, REMOTE CONTROL VALVES AND QUICK COUPLING VALVES. THE DRAWINGS SHALL ALSOINDICATE AND SHOW APPROVED SUBSTITUTIONS OF SIZE, MATERIAL AND MANUFACTURERS NAME AND CATALOGNAME AND CATALOG NUMBER. THE DRAWINGS SHALL BE DELIVERED TO THE TENANT'S CONSTRUCTIONREPRESENTATIVE BEFORE FINAL ACCEPTANCE OF WORK9. WORK SCHEDULE: WITHIN 10 DAYS AFTER AWARD OF THE CONTRACT, THE CONTRACTOR SHALL SUBMIT TO THEOWNER A WORK SCHEDULE.7. THE OWNER RESERVES THE RIGHT TO SUBSTITUTE, ADD, OR DELETE ANY MATERIAL OR WORK AS THE WORKPROGRESSES. ADJUSTMENTS TO THE CONTRACT PRICE SHALL BE NEGOTIATED IF DEEMED NECESSARY BY THEOWNER ON A PER DIEM BASIS.6. PROTECTION OF EXISTING PLANTS AND SITE CONDITIONS: THE CONTRACTOR SHALL TAKE NECESSARYPRECAUTIONS TO PROTECT SITE CONDITIONS TO REMAIN. SHOULD DAMAGE BE INCURRED, THE CONTRACTORSHALL REPAIR THE DAMAGE TO ITS ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.B. CONTRACTOR SHALL MAKE NECESSARY ADJUSTMENTS IN THE LAYOUT AS MAY BE REQUIRED TO CONNECT TOEXISTING STUBOUTS, SHOULD SUCH STUBS NOT BE LOCATED EXACTLY AS SHOWN, AND AS MAY BE REQUIRED TOWORK AROUND EXISTING WORK AT NO INCREASE IN COST TO THE OWNER'S CONSTRUCTION REPRESENTATIVE.A. CONTRACTOR SHALL ACQUAINT THEMSELVES WITH ALL SITE CONDITIONS. SUBMISSION OF THEIR PROPOSALSHALL BE CONSIDERED EVIDENCE THAT THE EXAMINATION HAS BEEN CONDUCTED. SHOULD UTILITIES NOT SHOWNON THE PLANS BE FOUND DURING EXCAVATIONS, CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER'SCONSTRUCTION REPRESENTATIVE FOR INSTRUCTIONS AS TO FURTHER ACTION. FAILURE TO DO SO WILL MAKECONTRACTOR LIABLE FOR ANY AND ALL DAMAGE THERETO ARISING FROM HIS OPERATIONS SUBSEQUENT TODISCOVERY OF SUCH UTILITIES NOT SHOWN IN PLANS.4. COORDINATION: COORDINATE AND COOPERATE WITH OTHER CONTRACTORS TO ENABLE THE WORK TOPROCEED AS RAPIDLY AND EFFICIENTLY AS POSSIBLE3. BEFORE ANY WORK IS STARTED, A CONFERENCE SHALL BE HELD BETWEEN THE CONTRACTOR AND THEOWNER'S CONSTRUCTION REPRESENTATIVE CONCERNING THE WORK UNDER THIS CONTRACT.2. APPROVAL: WHEREVER THE TERMS "APPROVE" OR "APPROVED" ARE USED IN THE SPECIFICATIONS, THEY SHALLMEAN THE APPROVAL OF THE OWNER'S CONSTRUCTION REPRESENTATIVE IN WRITING.GENERAL IRRIGATION SPECIFICATIONS AND NOTESINCLUDES FURNISHING ALL LABOR, MATERIALS AND EQUIPMENT FOR THE PROPER INSTALLATION OF THEIRRIGATION SYSTEM. THE WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: (1) TRENCHING AND BACKFILL,(2) AUTOMATICALLY CONTROLLED LOW VOLUME IRRIGATION SYSTEM, (3) TEST ALL SYSTEMS AND MAKE OPERATIVE,(4) "AS-BUILT" DRAWINGS.B. GENERAL:A. EXTENT:B. INSTALL CONTROL WIRES AT LEAST 18" BELOW FINISHED GRADE AND SNAKE WIRE SIDE TO SIDE INTRENCH BELOW MAIN LINE. EXPANSION CURLS SHALL BE PROVIDED WITHIN THREE (3') FEET OF EACHWIRE CONNECTION TO SOLENOID AND AT LEAST EVERY THREE HUNDRED (300') FEET IN LENGTH.(EXPANSION CURLS ARE FORMED BY WRAPPING AT LEAST FIVE (5) TURNS OF WIRE AROUND A ROD ORPIPE 1" OR MORE IN DIAMETER, THEN WITHDRAWING THE ROD).1. REMOVE FROM THE SITE ALL DEBRIS RESULTING FROM WORK OF THIS SECTION.D. DRESS OFF ALL AREAS TO FINISH GRADES.C. COMPACT TRENCHES IN AREAS TO BE PLANTED BY THOROUGHLY FLOODING THE BACKFILL. JETTING PROCESSMAY BE USED IN THOSE AREAS.B. BACKFILL FOR ALL TRENCHES, REGARDLESS OF THE TYPE OF PIPE COVERED, SHALL BE COMPACTED TOMINIMUM 90% DENSITY.A. AFTER SYSTEM IS OPERATING AND REQUIRED TESTS AND INSPECTIONS HAVE BEEN MADE, BACKFILLEXCAVATIONS AND TRENCHES WITH CLEAN SOIL, FREE OF RUBBISH. INITIAL BACKFILL MATERIAL TO 6 INCHESABOVE THE TOP OF PIPE SHALL BE FREE OF ROCKS OR STONES LARGER THAN ONE INCH IN DIAMETER FINALBACKFILL MATERIAL SHALL BE FREE OF ROCKS OR STONES LARGER THAN 3 INCHES IN DIAMETER.9. BACKFILL AND COMPACTING:D. ALL WIRING PASSING UNDER EXISTING OR FUTURE PAVING, CONSTRUCTION, ETC., SHALL BE ENCASED INPLASTIC OR GALVANIZED STEEL CONDUIT EXTENDING AT LEAST 24" BEYOND EDGES OF PAVING OR CONSTRUCTION.C. CONTROL WIRE SPLICES WILL BE ALLOWED ONLY RUNS OVER 1000 FT. CONNECTIONS SHALL BE IN VALVE BOXAND LOCATION TO BE SHOWN ON AS-BUILT PLANS.C. MAINTAIN ALL WARNING SIGNS, SHORING, BARRICADES, FLARES AND RED LANTERNS AS REQUIRED BY THESAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY AND LOCAL ORDINANCES.B. TRENCHES SHALL BE MADE WIDE ENOUGH TO ALLOW A MINIMUM OF 6 INCHES BETWEEN PARALLEL PIPE LINES.TRENCHES FOR PIPE LINES SHALL BE MADE OF SUFFICIENT DEPTHS TO PROVIDE THE MINIMUM COVER FROM FINISHGRADE AS FOLLOWS:2) MINIMUM COVER OVER IRRIGATION LINES TO HEADS/ DRIPLINE EXCEPT VEHICLE TRAFFIC AREAS ARE AS FOLLOWS:1) 24" MINIMUM BELOW BOTTOM PAVEMENT PER SLEEVING INSTALLATION DETAIL FOR MAIN LINE.18" MINIMUM FORNON-PRESSURIZED LATERALS.F. CLEAN-UP:A. INSTALL CONTROL WIRING, SPRINKLER MAINS AND LATERALS IN COMMON TRENCHES WHEREVER POSSIBLE.8. AUTOMATIC CONTROL WIRING:A. CONNECT REMOTE CONTROL VALVES TO CONTROLLER IN A CLOCKWISE SEQUENCE TO CORRESPOND WITHSTATION SETTING BEGINNING WITH STATIONS 1, 2, 3, ETC.7. AUTOMATIC CONTROLLERS:F. REPAIR LEAKS RESULTING FROM TESTS.P=AVERAGE TEST PRESSURE IN PSI GAUGED=PIPE DIAMETER IN INCHESN=NUMBER OF JOINTSL=ALLOWABLE LEAKAGE, IN GALLONS PER HOURE. FOR PVC AND O-RING GASKET PIPE THE ALLOWABLE LEAKAGE SHALL NOT EXCEED THE NUMBER OF GALLONSPER HOUR AS DETERMINED BY THE FOLLOWING FORMULA:2) NO PRESSURE LOSS IS ALLOWED FOR SOLVENT WELD MAINLINE/ PIPE.D. APPLYING A CONTINUOUS AND STATIC WATER PRESSURE OF 125 PSI WHEN WELDED PLASTIC JOINTS HAVECURED AT LEAST 3 HOURS AND WITH THE RISERS CAPPED AS FOLLOWS:C. CENTER LOAD PIPING WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING OR SLIPPING UNDER PRESSURE.B. TESTING TO BE ACCOMPLISHED AT THE EXPENSE OF THE CONTRACTOR AND IN THE PRESENCE OF THE OWNER.A. REQUEST THE PRESENCE OF THE OWNER AND/OR OWNERS REPRESENTATIVE IN WRITING AT LEAST 48 HOURS INADVANCE OF TESTING.D. UPON COMPLETION OF THE TESTING, THE CONTRACTOR SHALL COMPLETE ASSEMBLY AND ADJUST SPRINKLERHEADS FOR PROPER DISTRIBUTION.C. TEST IN ACCORDANCE WITH PARAGRAPH ON HYDROSTATIC TESTS.B. THOROUGHLY FLUSH OUT ALL WATER LINES BEFORE INSTALLING HEADS, DRIPLINE, VALVES AND OTHERHYDRANTS.A. CAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED TO PREVENT THE ENTRANCE OFMATERIALS THAT WOULD OBSTRUCT THE PIPE. LEAVE IN PLACE UNTIL REMOVAL IS NECESSARY FOR COMPLETIONOF INSTALLATION.4. CLOSING OF PIPE AND FLUSHING LINES:B. DO NOT SCALE PLANS FOR EXACT HEAD LOCATION.A. INSTALL ALL SPRINKLERS/ DRIPLINE AS DETAILED ON DRAWINGS.D. MAKE ALL CONNECTIONS BETWEEN PLASTIC PIPE AND METAL VALVES OR STEEL PIPE WITH THREADED FITTINGSUSING PLASTIC MALE ADAPTERS.C. PIPE MAY BE ASSEMBLED AND WELDED ON THE SURFACE. SNAKE PIPE FROM SIDE TO SIDE OF TRENCH BOTTOMTO ALLOW FOR EXPANSION AND CONTRACTION.B. PLASTIC PIPE AND FITTINGS SHALL BE SOLVENT WELDED USING SOLVENTS AND METHODS RECOMMENDED BYMANUFACTURER OF THE PIPE, EXCEPT WHERE SCREWED CONNECTIONS ARE REQUIRED. PIPE AND FITTINGS SHALLBE THOROUGHLY CLEANED OF DIRT, DUST AND MOISTURE BEFORE APPLYING SOLVENT WITH A NON-SYNTHETICBRISTLE BRUSH.A. INSTALL REMOTE CONTROL VALVES WHERE SHOWN AND GROUP TOGETHER WHERE PRACTICAL, PLACE NOCLOSER THAN 12-18 INCHES TO WALK EDGES, WALLS, AND OTHER PAVEMENTS. PLACE A MINIMUM OF 24" FROMBUILDINGS.IN WHICH:6. HYDROSTATIC TESTS:3. SPRINKLER HEADS/ DRIPLINE:2. PIPE LINE ASSEMBLY:12" COVER OVER LATERALS18" COVER OVER MAINLINE5. INSPECTIONS:C. OPEN TRENCH INSPECTION: THE TRENCH AND ALL JOINTS AND EVERY TRANSITION IN PIPE SIZE, WILL BE OPENWHERE OPEN TRENCH INSPECTION IS REQUIRED.B. PIPE INSTALLATION DEPTH INSPECTION: ALL PIPES IN THE SYSTEM SHALL BE INSTALLED TO DEPTHS ASPREVIOUSLY DESCRIBED IN SECTION 'E' OF THESE SPECIFICATIONS.A. SPRINKLER/ DRIPLINE LAYOUT AND SPACING INSPECTION: VERIFICATION THAT THE IRRIGATION DESIGN ISACCURATELY INSTALLED IN THE FIELD. IT WILL ALSO PROVIDE FOR ALTERATION OR MODIFICATION OF THE SYSTEMTO MEET FIELD CONDITIONS. SPACING SHOULD BE WITHIN 5% OF THE DESIGN SPACING.D. INSPECTIONS WILL BE PERFORMED THROUGHOUT THE DURATION OF THE INSTALLATION. INSPECTION MAY BEMADE BY THE GOVERNING AGENCY/ OWNER TO ENSURE COMPLIANCE WITH DESIGN INTENT, SPECIFICATIONS, ANDTHE IRRIGATION CODES.13. A LAMINATED PLAN (8 1/2 X 11) SHOWING THE DIFFERENT IRRIGATION ZONES IN COLOR, PREPARED BY THEIRRIGATION CONTRACTOR, SHALL BE POSTED IN THE MECHANICAL ROOM OR WITHIN CONTROLLER CABINET.A. AN AUGER IS TO BE USED TO TUNNEL UNDER EXISTING TREES IF IRRIGATION IS INSTALLED WITHIN THEPROTECTIVE RADIUS OF EXISTING TREES AND ONLY IF THERE IS NO OTHER OPTION OR TO DO SO CREATES ANUNREASONABLE HARDSHIP.10. PROTECTIVE RADIUS OF EXISTING TREES:1) MAIN LINES AND SUBMAINS TO BE TESTEDFOR 2 HOURS.L=NPD / 1,8501/2E. CONTRACTOR SHALL RUN TWO SPARE WIRES IN EACH DIRECTION FROM CONTROLLER TO FARTHEST VALVE TOSERVE AS BACKUP WIRES.E. JOINTS:1. PIPE SIZES 2 1/2 INCH OR SMALLER SHALL HAVE BELL AND SOCKET JOINTS.2. PIPE SIZES LARGER THAN 2 1/2 INCH SHALL HAVE SNAP CONNECTIONS WITH RUBBER GASKET JOINTS.3. THRUST BLOCKING SHALL BE REQUIRED WHEN PIPE SIZE IS 4” OR GREATER.05.30.2023.PROJECT:SLAYTER CREEK PARK SKATE PARK LANDSCAPING AND IRRIGATION EXHIBIT C REQUIRED WORKERS' COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other services related to the project, regardless of the identity of their employer or status as an employee. Call the Division of Workers' Compensation at 1-800-252-7031 or access the division's website at www.tdi.texas.gov/wc/indexwc.html to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage. TO THE -CONTRACTOR: Pursuant to Workers' Compensation Rule 110.110 (d)(7), a contractor engaged in a building or construction project for a government entity is required to post a notice on each project site informing all persons providing services on the project that they are required to be covered by workers' compensation insurance. The notice required by this does not satisfy other posting requirements imposed by the Texas Workers' Compensation Act or other Workers' Compensation Rules. This notice must: (1) be posted in English, Spanish and any other language common to the employer's employee population; (2) be displayed on each project site; (3) state how a person may verify current coverage and report failure to provide coverage; (4) be printed with a title in at least 30-point bold type and text in at least 19-point normal type; and (5) contain the exact words as prescribed in Rule 110.110 (d)(7). The notice on the reverse side meets the above requirements. Failure to post the notice as required by this rule is a violation of the Act and Workers' Compensation Rules. The violator may be subject to administrative penalties. Notice 8 (Rev. 12/15) TEXAS DEPARTMENT OF INSURANCE, DIVISION OF WORKERS' COMPENSATION Rule 110.110