Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
RE 2009-1110.1
RESOLUTION NO..1OO ! —111O , A RESOLUTION; AUTHORIZING THE MAYOR TO ENTER INTO AGREEMENTS WITH THE TEXAS DEPARTMENT OF TRANSPORTATION ALLOWING FOR MAINTENANCE ACCESS OF DESIGNATED LANDSCAPED AREAS WITHIN THE TXDOT RIGHTS OF WAY ALONG I1-1635, UPON CERTAIN CONDITIONS IN CONFORMITY WITH THIS RESOLUTION; SAID AGREEMENTS ESTABLISH REQUIREMENTS OUTLINING THE DUTIES AND RESPONSIBILITIES OF BOTH PARTIES; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the Texas Department of Transportation (TXDOT) is the owner of rights-of-way within the City of Coppell (CITY); WHEREAS, Keep Coppell Beautiful is the recipient of the 2006 Governor's Community Achievement Award of $95,000; WHEREAS, the City Council finds that it will be a benefit to the public to improve the appearance of the rights-of-way along IH 635, within the City of Coppell; WHEREAS, TXDOT has requested the CITY agree to maintaining the proposed landscape improvements that are outlined in this resolution; NOW, THEREFORE, THE COUNCIL OF THE CITY OF COPPELL HEREBY RESOLVES: SECTION 1. The Mayor is authorized to sign Agreements as proposed by TXDOT, which include the following stipulations: 1. TXDOT shall install landscape beds, including trees, shrubs and irrigation; and sign wall within the IH635 Right of Way; 2. City shall take responsibility for control, maintenance, supervision and regulation of the improved portions of the TXDOT Right of Way; SECTION 2. This resolution shall become effective immediately upon its passage and approval. DULY PASSED BY TH4 CITY COUNCIL OF THE CITY OF COPPELL, TEXAS THIS 10YA-1 DAY OF 2009. m� JWNE ETERS, MAYOR ATTEST: i LIBBY BAL ITY SECRETARY APPROVED AS TO FORM: i / \4c. BY: ROBERT E. HAGER, CI ATTORNEY Form 1038 (Rev. 2/2004) Texas MUNICIPAL MAINTENANCE AGREEMENT Department of Transportation STATE OF TEXAS § COUNTY OF TRAVIS § THIS AGREEMENT made this /S4,bday of AD ri' , 2010, by and between the State of Texas, hereinafter referred to as M "State," party of the first part, and the City of Coppell, Dallas County, Texas (population 35,958, 2000, latest Federal Census) acting by and through its duly authorized officers, hereinafter called the "City," party of the second part. WITNESSETH WHEREAS, Chapter 311 of the Transportation Code gives the City exclusive dominion, control, and jurisdiction over and under the public streets within its corporate limits and authorizes the City to enter agreements with the State to fix responsibilities for maintenance, control, supervision, and regulation of State highways within and through its corporate limits; and WHEREAS, Section 221.002 of the Transportation Code authorizes the State, at its discretion, to enter agreements with cities to fix responsibilities for maintenance, control, supervision, and regulation of State highways within and through the corporate limits of such cities; and WHEREAS, the Executive Director, acting for and in behalf of the Texas Transportation Commission, has made it known to the City that the State will assist the City in the maintenance and operation of State highways within such City, conditioned that the City will enter into agreements with the State for the purpose of determining the responsibilities of the parties thereto; and WHEREAS, the City has requested the State to assist in the maintenance and operation of State highways within such City: AGREEMENT NOW, THEREFORE, in consideration of the premises and of the mutual covenants and agreements of the parties hereto to be by them respectively kept and performed, it is agreed as follows: For this agreement, the use of the words "State Highway" shall be construed to mean all numbered highways that are part of the State's Highway System. COVERAGE 1. This agreement is intended to cover and provide for State participation in the maintenance and operation of the following classifications of State Highways within the City: A. Non -Controlled Access highways or portions thereof which are described and/or graphically shown as "State Maintained and Operated" highways in Exhibit "A," which is attached hereto and made a part hereof. Page 1 of 6 B. All State highways or portions thereof which have been designated by the Texas Transportation Commission or maintained and operated as Controlled Access Highways and which are described and/or graphically shown in Exhibit "B," which is attached hereto and made a part hereof. 2. In the event that the present system of State highways within the City is changed by cancellation, modified routing, or new routes, the State will terminate maintenance and operation and this agreement will become null and void on those portions of the highways which are no longer on the State Highway System; and the full effect and all conditions of this agreement will apply to the changed highways or new highways on the State Highway System within the City; and they shall be classified as "State Maintained and Operated" under paragraph 1 above, unless the execution of a new agreement on the changed or new portions of the highways is requested by either the City or the State. 3. Exhibits that are a part of this agreement may be exchanged with both parties' written concurrence. Additional exhibits may also be added with both parties' written concurrence. GENERAL CONDITIONS The City authorizes the State to maintain and operate the State highways covered by this agreement in the manner set out herein. 2. This agreement is between the State and the City only. No person or entity may claim third party beneficiary status under this contract or any of its provisions, nor may any non-party sue for personal injuries or property damage under this contract. 3. This agreement is for the purpose of defining the authority and responsibility of both parties for maintenance and operation of State highways through the City. This agreement shall supplement any special agreements between the State and the City for the maintenance, operation, and/or construction of the State highways covered herein, and this agreement shall supersede any existing Municipal Maintenance Agreements. 4. Traffic regulations, including speed limits, will be established only after traffic and engineering studies have been completed by the State and/or City and approved by the State. 5. The State will erect and maintain all traffic signs and associated pavement markings necessary to regulate, warn, and guide traffic on State highways within the State right-of-way except as mentioned in this paragraph and elsewhere in this agreement. At the intersections of off -system approaches to State highways, the City shall install and maintain all stop signs, yield signs, and one-way signs and any necessary stop or yield bars and pedestrian crosswalks outside the main lanes or outside the frontage roads, if such exist. The City shall install and maintain all street name signs except for those mounted on State maintained traffic signal poles or arms or special advance street name signs on State right-of-way. All new signs installed by the City on State right-of-way shall meet or exceed the latest State breakaway standards and be in accordance with the Texas Manual on Uniform Traffic Control Devices, latest edition and revision. All existing signs shall be upgraded on a maintenance replacement basis to meet these requirements. 6. Subject to approval by the State, any State highway lighting system may be installed by the City provided the City shall pay or otherwise provide for all cost of installation, maintenance, and operation except in those installations specifically covered by separate agreements between the City and State. 7. The City shall enforce the State laws governing the movement of loads which exceed the legal limits for weight, length, height, or width as prescribed by Chapters 621, 622, and 623 of the Transportation Code for public highways outside corporate limits of cities. The City shall also, by ordinance/resolution and enforcement, prescribe and enforce lower weight limits when mutually agreed by the City and the State that such restrictions are needed to avoid damage to the highway and/or for traffic safety. Page 2 of 6 8. The City shall prevent future encroachments within the right-of-way of the State highways and assist in removal of any present encroachments when requested by the State except where specifically authorized by separate agreement; and prohibit the planting of trees or shrubbery or the creation or construction of any other obstruction within the right-of-way without prior approval in writing from the State. 9. Traffic control devices such as signs, traffic signals, and pavement markings, with respect to type of device, points of installation and necessity, will be determined by traffic and engineering studies. The City shall not install, maintain, or permit the installation of any type of traffic control device which will affect or influence the use of State highways unless approved in writing by the State. Traffic control devices installed prior to the date of this agreement are hereby made subject to the terms of this agreement and the City agrees to the removal of such devices which affect or influence the use of State highways unless their continued use is approved in writing by the State. It is understood that basic approval for future installations of traffic control signals by the State or as a joint project with the City, will be indicated by the proper City official's signature on the title sheet of the plans. Both parties should retain a copy of the signed title sheet or a letter signed by both parties acknowledging which signalized intersections are covered by this agreement. Any special requirements not covered within this agreement will be covered under a separate agreement. 10. New construction of sidewalks, ramps or other accessibility related items shall comply with current ADA standards. The city is responsible for the maintenance of these items. 11. If the City has a driveway permit process that has been submitted to and approved by the State, the City will issue permits for access driveways on State highway routes and will assure the grantee's conformance, for proper installation and maintenance of access driveway facilities, with either a Local Access Management Plan that the City has adopted by ordinance and submitted to the State or, if the City has not adopted by ordinance and submitted to the State a Local Access Management Plan, the State's "Regulations for Access Driveways to State Highways" and the State's Access Management Manual. If the City does not have an approved city-wide driveway permit process, the State will issue access driveway permits on State highway routes in accordance with the City's Local Access Management Plan, adopted by city ordinance and submitted to the State or, if the City has not adopted by ordinance and submitted a Local Access Management Plan, the State's "Regulations for Access Driveways to State Highways" and the State's Access Management Manual. 12. The use of unused right-of-way and areas beneath structures will be determined by a separate agreement. NON -CONTROLLED ACCESS HIGHWAYS The following specific conditions and responsibilities shall be applicable to non -controlled access State highways in addition to the "General Conditions" contained herein above. Non -controlled access State highways or portions thereof covered by this section are those listed and/or graphically shown in Exhibit "A." State's Responsibilities (Non -Controlled Access) 1. Maintain the traveled surface and foundation beneath such traveled surface necessary for the proper support of same under vehicular loads encountered and maintain the shoulders. 2. Assist in mowing and litter pickup to supplement City resources when requested by the City and if State resources are available. 3. Assist in sweeping and otherwise cleaning the pavement to supplement City resources when requested by the City and if State resources are available. 4. Assist in snow and ice control to supplement City resources when requested by the City and if State resources are available. Page 3 of 6 Maintain drainage facilities within the limits of the right-of-way and State drainage easements. This does not relieve the City of its responsibility for drainage of the State highway facility within its corporate limits. 6. Install, maintain, and operate, when required, normal regulatory, warning and guide signs and normal markings (except as provided under "General Conditions" in paragraph 5). In cities with less than 50,000 population, this also includes school safety devices, school crosswalks, and crosswalks installed in conjunction with pedestrian signal heads. This does not include other pedestrian crosswalks. Any other traffic striping desired by the City may be placed and maintained by the City subject to written State approval. 7. Install, operate, and maintain traffic signals in cities with less than 50,000 population. 8. In cities equal to or greater than 50,000 population, the State may provide for installation of traffic signals when the installation is financed in whole or in part with federal -aid funds if the City agrees to enter into an agreement setting forth the responsibilities of each party. City's Responsibilities (Non -Controlled Access) 1. Prohibit angle parking, except upon written approval by the State after traffic and engineering studies have been conducted to determine if the State highway is of sufficient width to permit angle parking without interfering with the free and safe movement of traffic. 2. Install and maintain all parking restriction signs, pedestrian crosswalks [except as provided in paragraph 6 under "State's Responsibilities (Non -Controlled Access)"], parking stripes, and special guide signs when agreed to in writing by the State. Cities greater than or equal to 50,000 population will also install, operate, and maintain all school safety devices and school crosswalks. 3. Signing and marking of intersecting city streets with State highways will be the full responsibility of the City (except as provided under "General Conditions" in paragraph 5). 4. Require installations, repairs, removals, or adjustments of publicly or privately owned utilities or services to be performed in accordance with Texas Department of Transportation specifications and subject to approval of the State in writing. 5. Retain all functions and responsibilities for maintenance and operations which are not specifically described as the responsibility of the State. The assistance by the State in maintenance of drainage facilities does not relieve the City of its responsibility for drainage of the State highway facility within its corporate limits except where participation by the State is specifically covered in a separate agreement between the City and the State. 6. Install, maintain, and operate all traffic signals in cities equal to or greater than 50,000 population. Any variations will be handled by a separate agreement. 7. Perform mowing and litter pickup. 8. Sweep and otherwise clean the pavement. 9. Perform snow and ice control. Page 4 of 6 CONTROLLED ACCESS HIGHWAYS The following specific conditions and responsibilities shall be applicable to controlled access highways in addition to the "General Conditions" contained herein above. Controlled access State highways or portions thereof covered by this section are those listed and/or graphically shown in Exhibit "B." State's Responsibilities (Controlled Access) 1. Maintain the traveled surface of the through lanes, ramps, and frontage roads and foundations beneath such traveled surface necessary for the proper support of same under vehicular loads encountered. 2. Mow and clean up litter within the outermost curbs of the frontage roads or the entire right-of-way width where no frontage roads exist, and assist in performing these operations between the right-of-way line and the outermost curb or crown line of the frontage roads in undeveloped areas. 3. Sweep and otherwise clean the through lanes, ramps, separation structures, or roadways and frontage roads. 4. Remove snow and control ice on the through lanes and ramps and assist in these operations as the availability of equipment and labor will allow on the frontage roads and grade separation structures or roadways. 5. Except as provided under "General Conditions" in paragraph 5, the State will install and maintain all normal markings and signs, including sign operation if applicable, on the main lanes and frontage roads. This includes school safety devices, school crosswalks, and crosswalks installed on frontage roads in conjunction with pedestrian signal heads. It does not include other pedestrian crosswalks. 6. Install, operate, and maintain traffic signals at ramps and frontage road intersections unless covered by a separate agreement. 7. Maintain all drainage facilities within the limits of the right-of-way and State drainage easements. This does not relieve the City of its responsibility for drainage of the highway facility within its corporate limits. City's Responsibilities (Controlled Access) Prohibit, by ordinance or resolution and through enforcement, all parking on frontage roads except when parallel parking on one side is approved by the State in writing. Prohibit all parking on main lanes and ramps and at such other places where such restriction is necessary for satisfactory operation of traffic, by passing and enforcing ordinances/resolutions and taking other appropriate action in addition to full compliance with current laws on parking. 2. When considered necessary and desirable by both the City and the State, the City shall pass and enforce an ordinance/resolution providing for one-way traffic on the frontage roads except as may be otherwise agreed to by separate agreements with the State. 3. Secure or cause to be secured the approval of the State before any utility installation, repair, removal, or adjustment is undertaken, crossing over or under the highway facility or entering the right-of-way. In the event of an emergency, it being evident that immediate action is necessary for protection of the public and to minimize property damage and loss of investment, the City, without the necessity of approval by the State, may at its own responsibility and risk make necessary emergency utility repairs, notifying the State of this action as soon as practical. 4. Pass necessary ordinances/resolutions and retain its responsibility for enforcing the control of access to the expressway/freeway facility. Page 5of6 5. Install and maintain all parking restriction signs, pedestrian crosswalks (except as mentioned above in paragraph 5 under "State's Responsibilities"), and parking stripes when agreed to by the State in writing. Signing and marking of intersecting city streets to State highways shall be the full responsibility of the City (except as discussed under "General Conditions'' in paragraph 5). TERMINATION All obligations of the State created herein to maintain and operate the State highways covered by this agreement shall terminate if and when such highways cease to be officially on the State highway system; and further, should either parry fail to properly fulfill its obligations as herein outlined, the other party may terminate this agreement upon 30 days written notice. Upon termination, all maintenance and operation duties on non - controlled access State highways shall revert to City responsibilities, in accordance with Chapter 311 of the Texas Transportation Code. The State shall retain all maintenance responsibilities on controlled access State highways in accordance with the provisions of Chapter 203 of the Texas Transportation Code, 23 United States Code § 116 and the State's Interstate Maintenance Guidelines as approved by the Federal Highway Administration in accordance with 23 CFR § 635, Subpart E. Said State assumption of maintenance and operations shall be effective the date of execution of this agreement by the Texas Department of Transportation. IN WITNESS WHEREOF, the parties have hereunto affixed their signatures, the City of Coppell on the day of c 2010, and the Texas Department of Transportation, on the 3 tg day of /r� f , 2010. ATTE T: CITY OF COPPELL BY (Title of Signing Official) THE STATE OF TEXAS Executed and approved for the Texas Transportation Commission for the purpose and effect of activating and/or carrying out the orders, and established policies or work programs heretofore approved and authorized by the Texas Trans ortation C mission BY District Engineer Dallas District The Texas Department of Transportation maintains the information collected through this form. With few exceptions, you are entitled on request to be informed about the information that we collect about you. Under Sections 552.021 and 552.023 of the Texas Government Code, you also are entitled to receive and review the information. Under Section 559.004 of the Government Code, you are also entitled to have us correct information about you that is incorrect. For inquiries call 512-416-3048. NOTE: To be executed in duplicate and supported by Municipal Maintenance Ordinance/Resolution and City Secretary Certificate. Page 6 of 6 EXIBIT "A.. NON—CONT ROLLED ACCESS N STA TE MAINTAINED Ht NONE- CITY MAINTAINED �1ap Pro�ction and IJe:wn ,.n Wm,UJ fle;eaJ ��L,n "` e.-m.�i r:,,a: Asx ��..u�.-;o�: P e.:J J F. aJnn P evniog mJ Pragre:vn:ng Di.lafnn , k HIGHWAYS 0 1,300 2,600 5,200 7,800 �� FeetP_ M ZI "rma. ur emndiv:iun m env nJi<r`vcai<` a evine 12 1 114) '""� S TA TEMAINTAINED wnnmie EXIBIT "B" CONTROLLED ACCESS NONE- CITY MAINTAINED HIGHWAYS 0 1,100 2,200 4,400 6,600 8,800 Feet DepartmTexasent of Transportation Form 2043 (8/2001) (GSD-EPC) Page 1 of 3 LANDSCAPE MAINTENANCE AGREEMENT THE STATE OF TEXAS THE COUNTY OF TRAVIS This AGREEMENT made this5, 0 _ day of 14ori < , 20105 by and between the State of Texas, hereinafter referred to as the 'State", and the City of Coppell, Dallas County, Texas, acting by and through its duly authorized officers, hereinafter called the "City". WITNESSETH WHEREAS, Chapter 311 of the Transportation Code gives the City exclusive dominion, control, and jurisdiction over and under the public streets within its corporate limits and authorizes the City to enter into agreements with the State to fix responsibilities for maintenance, control, supervision, and regulation of State highways within and through its corporate limits; and WHEREAS, Section 221.002 of the Transportation Code authorizes the State, at its discretion, to enter into agreements with cities to fix responsibilities for maintenance, control, supervision, and regulation of State highways within and through the corporate limits of such cities; and WHEREAS, the State and the City have entered into a Municipal Maintenance Agreement dated T 10 -_ , the provisions of which are incorporated herein by reference, and wherein the City has agreed to retain all functions and responsibilities for maintenance and operations which are not specifically described as the responsibility of the department; and WHEREAS, the State has existing and proposed landscape improvements, such as, but not limited to, the installation of tree, shrub, and turf plantings, irrigation systems, and other aesthetic elements for areas within the right of way of state highway routes within the City as shown on Attachment "A"; and WHEREAS, the State will provide such landscape improvements, provided that the City agrees to be responsible for all required maintenance of the landscape improvements. Form 2043 (8/2001) Page 2 of 4 AGREEMENT NOW, THEREFORE, in consideration of the premises and of the mutual covenants and agreements of the parties hereto to be by them respectively kept and performed, it is agreed as follows: Contract Period This Agreement becomes effective upon the date of final execution by the State, and shall remain in effect until terminated or modified as hereinafter provided. Coverage This agreement prescribes the responsibilities of the State and the City relating to the installation and maintenance of landscape elements on state highways, as defined in the Municipal Maintenance Agreement, and described and graphically shown as "State Maintained and Operated" in that agreement. Amendment The parties agree that this agreement may be amended. Such amendments, to be effective, must be in writing and signed by both parties. State's Responsibilities The State shall install landscape elements including but not limited to trees, shrubs, grasses, sidewalks, irrigation systems, and hardscape features through its employees or duly appointed agents. City's Responsibilities The City may install landscape elements including but not limited to trees, shrubs, grasses, sidewalks, irrigation systems, and hardscape features through its employees or duly appointed agents. Any installations shall be performed in accordance with Texas Department of Transportation specifications and standards, and must be approved by the State in writing prior to any work being performed. The City shall maintain all landscape elements within the limits of the right of way including all median and island areas but excluding paved areas intended for vehicular travel. Landscape maintenance shall include but not be limited to plant maintenance, plant replacement, mowing and trimming, hardscape element maintenance, and irrigation system operation and maintenance. All landscape elements must be maintained in a functional and aesthetically pleasing condition. Form 2043 (8/2001) Page 3 of 4 TERMINATION It is understood and agreed between the parties hereto that should either party fail to properly fulfill its obligations as herein outlined, the other party may terminate this agreement upon thirty days written notice. Additionally, this agreement may be terminated by mutual agreement and consent of both parties. Should the City terminate this agreement, as prescribed here above, the City shall, at the option of the State, reimburse any reasonable costs incurred by the State. IN WITNESS WHEREOF, the parties have hereunto affixed their signatures, the City of Coppell, on the S day of ,2010, and the Texas Department of Transportation on the 3o -/--J,_ day of i-- , 2010. ATTEST: CITY OF COPPELL (Title of Signing Official) THE STATE OF TEXAS Executed for the Executive Director and approved for the Texas Transportation Commission for the purpose and effect of activating and/or carrying out the orders, and the established policies or work programs heretofore approved and authorized by the Texas Transportation Commission. District Engineer Dallas District 4$ c- oo FINAL PLANS NAME OF CONTRACTOR: DATE OF LETTING: DATE WORK BEGAN: DATE WORK COMPLETED: DATE WORK ACCEPTED: SUMMARY OF CHANGE ORDERS: WORK WAS COMPLETED ACCORDING TO THE PLANS AND CONTRACT. , P. E. Signature of Registrant & Date STATE OF TEXAS DEPARTMENT OF TRANSPORTATION O PLANS OF 7�1�]E�®I[ OS ED ]LANDSCAPE DEVELOPMENT - PROJECT ,tel PROJECT NUMBER: IM 635600v IH 635 DALLAS COUNTY LIMITS: FROM 0.227 Miles West of Freeport Parkway TO Freeport Parkway FRROADWAY - 1, 200 FT. = 0. 227 MI. TOTAL LENGTH OF PROJECT =- BRIDGE =0.00 FT. = 0.00 MI. TOTAL =1,200 FT. = 0.227. MI. TYPE: FOR THE CONSTRUCTION OF LANDSCAPE DEVELOPMENT. CONSISTING OF: TREE & SHRUB PLANTING, AND IRRIGATION 2009 by Texas Department of Transportation; all rights reserved DESIGN SPEED =N/A MPH Ztd 207 NOTE: SPECIFICATIONS ADOPTED BY THE TEXAS DEPARTMENT OF TRANSPORTATION, JUNE 1, 2004, AND THE CONTRACT PROVISIONS LISTED AND DATED AS FOLLOWS SHALL GOVERN ON THIS PROJECT: REQUIRED PROJECT PROVISIONS FOKALL FEDERAL -AID CONSTRUCTION CONTRACTS (FROM FHWA•1273, MARCH, 1994). TEXAS DEPARTMENT OF TRANSPORTATION SUBMITTED FLETTING 20 01 R. L.A. LANDSCAPE A4C.CT ECOM ENDED OR L TTIlM 2O . E. AREA ENGINEER RECOMMENDED APPROVED FOR LETTING 20 FOR LETTING 20 P. E. P. E. DIRE C OF OPERATIONS DIRECTOR, TRAFFIC OPERATIONS DIVISION RECOMMENDED Q APPROVED r7 FOR FOR LETTING: Z 20 LETTING 2 P. E. PrEr DISTRICT ENGINEER DIRECTOR, ESI DIVISION INDEX -OF SHEETS SHEET DESCRIPTION SHEET DESCRIPTION I. GENERAL V. DRAINAGE DETAILS 1 TITLE SHEET NONE 2 INDEX OF SHEETS 3 - 3A GENERAL NOTES 4 ESTIMATE AND QUANTITY SHEET SHEET DESCRIPTION VIII. TRAFFIC ITEMS NONE II. TRAFFIC CONTROL PLAN VI. UTILITIES IX. ENVIRONMENTAL ISSUES x 5 TCP (2-1) 98 NONE 19 STORM WATER POLLUTION PREVENTION PLAN (SW3P) M 6 - 17 BC (1-12) -07 20 ECI-93(MOD) 21 EPIC SHEET III. ROADWAY DETAILS VII. BRIDGES X. MISCELLANEOUS ITEMS NONE NONE 22 LANDSCAPE PLANTING PLAN SHEET 23 LANDSCAPE DETAILS 24 IRRIGATION PLAN SHEET 25 IRRIGATION DETAILS 26 IRRIGATION GENERAL NOTES & MATERIAL SPECIFICATIONS IV. WALL DETAILS 18 ENTRYWAY MONUMENT LOCATION & DETAILS + THE STANDARD SELECTED BY I APPLICABLE T! .....�F... 11 J GARY DON CHARLTON / /.............................../ Jr 67028 el lY N\rONAL ENG TS SPECIFICAV? IDENTIFIED ABOVE HAVE BEEN UNDER MY RESPANSIBLE SUPERVISION AS BEING Cost Stone Cap - 28;x28"x4", Classic Stone Series C228a, Tan Color, Standard Finish Facing Brick - 2 1/4"x3 1/2"x 8", submit dark red color to Engineer for approval CMU - Concrete Mosonryy Unit, 7 5/8"x7 5/8"x15 5/8" Architectural Letters - 18" tall cut Anodized Aluminum, 1" min. thicknessont-Copperplate Gothic 33bcfbolt mount to wall Mortar - Ton color to match cap 610 . J �^ 0 �S ` a y � ~ ---------------- 29' -6" -- 29'-6" 20'-0" Locate wall (columns and walls) in field for approval prior to beginning any excavation. D Provide stakes and flagging tape showing outline (ends and top) of wa I I . Location adjustments may be o; required to maximize visibility. 29'-6" )lumns/walls J�--------- prox. 4. 7 CY , )f reqquired -3"- >ehind wall - �„ Middle CoIumns Cost stone Cop Center Stondor� Ladder tyypeWaI wire reinforcemenfi every other course Fill voids Fill bar with grout I I Arch. Letters Bickg rr lCMU . #3 Rebar { 581¢" o.c. min. 12" lop 49" fl 2 #4Rebar, ti 16"o. c extend { into thirdI} CMU course - - e-• 2 #4 Rebar, See pier - 16"0.c• - i info below.— Double row Alternate Brick Ties of face direction I IZ min 12" o, c. bricks as of each every CMU wall cap CMU course course inside columns I Stain back of CMU 35"F \ �� — ✓— — — — \\ `— — A b d4epw !min, concrete pad End 1 II 1 1 � g Course - wa I I to match �} brick color I {1 { 1 1 "L• I" f. S i de } Lengths Columns 71' ;.1 Walls measured Notes shown for Cl I ong center Column and Wal I -}.--I, of waII constructiOn appI y 1 s" diameter 3 See wa I I/ to all and are not :.y: {..`{".} by 5'-0" deep cc I umn repeated for eachconcrete sections section shown. -{ i • �. pier (dri I I shaft) I 1 . I, [7 for height i 'I.•�I` }. (typ. ) . measurements o„ �: {. •�-:f . �:e{. ,fie F . Walls Permanent Detail Expansion app I i es�•pNDSC4P Under Under Joint Material to both ���..• .F4, Column Wal Is ❑ ��C 1/2 thick. sides .: �c.K J. 4, Under of center � ; .�a 9� :,�► ❑ ❑ ❑ E::] ❑ Columns ❑ columns ❑ ❑ 1 , r ��� ' = v'J.' 149% y ❑ O Di ❑ �� �ii� - - ATE OF • 0 Bose Course CMU Layout Above Grade CMU Layout Elevation #4 Smooth Bar 18" length, 12' o. ' c., wrap one P I an V i ew of Wal I Sections end with roofing felt ILA 2W7 Signature of Regis ant & Date 066GRIFTION OUANfIf UNIt GHINOUAPIN OAK 13 6A 6HUMAKO OAK 9 6A 61.OARIGA PING 13 6A MUI.GN 0G0 IN 1=RONf Or S I GN .co z—WB IH 635 D ENfKYWAY/76GY •�` 51 &NA&9> Q� APPROrGONG.APPRO..5Y OP 0E0 PREPARATION •..149$ .• l' rF of Signoture of Registro & Dote 0 10 20 30 40 00 100 Or GOX 4.8 GY O " GONG. MOW STRIP GONG. \ APPROX. 673.7 SY �AC) OF 0ED PREPARATION u -------------- _ .co z—WB IH 635 D ENfKYWAY/76GY •�` 51 &NA&9> Q� APPROrGONG.APPRO..5Y OP 0E0 PREPARATION •..149$ .• l' rF of Signoture of Registro & Dote 0 10 20 30 40 00 100 STAKE BEYOND ROOT BALL NOTEs STAKES SHALL BE USED ONLY WHEN TREES CAN NOT BE MAINTAINED PLUMB 2 OR 3 -2" DIA UNTREATED PINE POLES WITHOUT STAIGNG THEY SHALL ONLY BE 3 POSTS ARE REQUIRED WHEN THERE IS LONG ENOUGH TO REACH APPROX. 15" 4 OR MORE FROM THE TOP OF ROOT ABOVE THE TOP OF THE ROOTBALL r"/BALL TO THE BOTTOM MOST BRANCHES. 12"- 18" ( / UV -TREATED POLYPROPYLENE STRAPS AROUND TRUNK n SET PLUMB AND IN CENTER OF PIT. SHOULDERS OF BALL TO BE APPROX. I" ABOVE GRADE CUT WIRE BASKET AND REMOVE BURLAP TREE SHOULD BE TIGHT IN BALL AND ALL TIES FROM TOP OF ROOTBALL AFTER PLACING TREE IN PIT. If 4" LAYER OF HARDWOOD BARK MULCH OVER I — ENTIRE BED PREP AREA (SUBSIDIARY TO ITEM 192). E --REMOVE ALL NYLON AND/OR �A _ EDGE OF BED PREPARATIONN AREA POLYPROPYLENE LINE BEFORE — —..,,, ,,.,,,.I;,,.. AS SHOWN IN DETAIL 3 THIS SHEET. PLACING TREE IN PIT. PREPARED BACKFILL MIX (ONE\/\\y ; / SCARIFY SIDES OF HOLE TO BREAK GLAZE PART ORGANIC COMPOST, TWO >\\//\�// HOLE TO BE CIRCULAR WITH VERTICAL SIDES, PARTS EXISTING SOIL INO ROCKSII PUDDLE IN 12" LAYERS. \\\/\\>/\\ DRIVE STAKES MIN. OF 12" INTO / \ COMPACTED SOIL MIX TO LEVEL TREE UNDISTURBED SOIL (D_ TREE PLANTING - BBB, BOX, CAN (LESS THAN 3" CALIPER) N.T.S. UV -TREATED POLYPROPYLENE STRAPS (e.g LOCATE STRAP ABOVE f—COBRA TREE STRAPS by DEWITT CO.) FIRST MAJOR BRANCH AROUND TRUNK SINGLE STRAND OF 12 GA, GALV. SEE DETAIL 1, WIRE OR APPROVED EQUAL. TREE PLANTING, FOR SET WIRE AT APPROX. 45 ANGLE PLANTING SPECS. USE 3 GUY WIRES SPACED (120 DEG.) TRIANGULARLY AROUND TREE. —ATTACH GUY WIRES TO XEQUAL) UNTREATED STAKE (OR 2 TREE GUYING (REQUIRED ON TREES GREATER THAN 3" CALIPER) N.T.S. 3" COMPOST HALF THE DISTANCE OF THE TILLED TOA AVERAGE PLANT SPACING DEPTH OF 6". 2" ABOVE FINISHED GRADE PLACE EXPANSION JOINTS 100 FT oc CONTROL C JOINTS 10 FT oc \ N v REBARROUND 12" 3 MOW STRIP AT PLANTING BED N.T.S. GENERAL NOTES: I. Contractor Will be responsible for referencing Item 192 of the Texas Standard Specifications for Construction of Highways, Streets and Bridges 2004 for specifications, dimensions, volumes and measurements that have been modified or not shown. 2. All plants will be nursery -grown in containers unless otherwise shown on plans. 3. Rejection of plants will be in accordance with Item I92.2_(b). 4. Locations of trees, shrubs, and beds will be staked in the field by the Contractor in accordance with Item I92.3(c). 5. The Contractor will be responsible for the safe transportation of plants to the project site and their condition upon arrival. 6. Plant materials will not be stored on hard surface or left exposed to the sun. 7. Protect the root balls and water regularly until planting. 8. If plants are left in storage over the weekend or holiday, a means of periodically watering and inspection container moisture will be provided. 9. All plants will be hardy, symmetrical, tight knit, and so trained or favored in development and appearance as to be superior in form, number of branches, and compactness. Plants will be sound, healthy and vigorous, well branched, densely foliated when in leaf, and will have healthy, well developed root systems. 10. All shrub and tree plantings will be mulched after planting to the depth indicated in the details. Mulch Will be shredded hardwood with a minimum 3/8 inch (not over 25% by volume) of fine particles and dust. Mulch will be free of any plastic, gloss, metals, and other contaminants (sticks, stones, clay, or other foreign matter). 1 1. PLANTING BED PREPARATION: Three inches (3") of General Use Compost will be applied to all shrub planting areas and thoroughly tilled to a depth of six inches (6"), Specification Item 161 Compost General Use Compost will not be paid for separately but will be considered subsidiary to Item 192, planting bed preparation. ��9rF of ?� ,RI.A�u Signature of Regist & Date u i D �s®�® GENERAL NOTES: I. Contractor Will be responsible for referencing Item 192 of the Texas Standard Specifications for Construction of Highways, Streets and Bridges 2004 for specifications, dimensions, volumes and measurements that have been modified or not shown. 2. All plants will be nursery -grown in containers unless otherwise shown on plans. 3. Rejection of plants will be in accordance with Item I92.2_(b). 4. Locations of trees, shrubs, and beds will be staked in the field by the Contractor in accordance with Item I92.3(c). 5. The Contractor will be responsible for the safe transportation of plants to the project site and their condition upon arrival. 6. Plant materials will not be stored on hard surface or left exposed to the sun. 7. Protect the root balls and water regularly until planting. 8. If plants are left in storage over the weekend or holiday, a means of periodically watering and inspection container moisture will be provided. 9. All plants will be hardy, symmetrical, tight knit, and so trained or favored in development and appearance as to be superior in form, number of branches, and compactness. Plants will be sound, healthy and vigorous, well branched, densely foliated when in leaf, and will have healthy, well developed root systems. 10. All shrub and tree plantings will be mulched after planting to the depth indicated in the details. Mulch Will be shredded hardwood with a minimum 3/8 inch (not over 25% by volume) of fine particles and dust. Mulch will be free of any plastic, gloss, metals, and other contaminants (sticks, stones, clay, or other foreign matter). 1 1. PLANTING BED PREPARATION: Three inches (3") of General Use Compost will be applied to all shrub planting areas and thoroughly tilled to a depth of six inches (6"), Specification Item 161 Compost General Use Compost will not be paid for separately but will be considered subsidiary to Item 192, planting bed preparation. ��9rF of ?� ,RI.A�u Signature of Regist & Date u i D 16" C't;n NWater Ma .0�, QQ� �1PU3 . t Identica�' Points `` �OAOWA S 0 Q p \ \\ - 2290 `.� A5 22.5 GPM 2279 0' A6 1 I .4 GPM `. 227 G4 PM i U 6 .� . 50d?'�/ PVG WO 1 GA5 X60 t GAP ... N V - o GAJ _V- - - WB IH 635 W �O�pS1pSCgpF�� ILU ad ;a J+ 149$ y qrE • oF•.�� rtment of Tronsportotlon *®Texos Depo © 2009 LANDSCAPE IRRIGATION PLAN 50' -O NiGHW Y SCALE= 1 FEDERAL AID PROJECT N0. IH 635 O'Y:ND:(See Title Sheet) XXX 6 couNTY NO A N STATE DfSTRICT XXX DALLAS DALLAS x X TEXAS JOB 4 XXX CONTROL SECTION 1 90 ® to 20 30 40 30 v �II�I�IN INIIII� ��a�Ii�INIIN�''I� � NEW 1 R SAP � METEK PKEVENiaK ', yt NEW 1 0AW1,0W 50LA� GONtKOLLEK I ° EL,WK I G GON•f K01, VALVE aUIGI: COUPLING VALVE OKIP LINE QTY. 2717 1,> AX VALVE LAOELFLOW KATE e 1 3.6 GP MAIN LINE I •5 0K 2 --- _____ I " LATEKAL LINE LINE OKIPPEK Y 60KE `` �OAOWA S 0 Q p \ \\ - 2290 `.� A5 22.5 GPM 2279 0' A6 1 I .4 GPM `. 227 G4 PM i U 6 .� . 50d?'�/ PVG WO 1 GA5 X60 t GAP ... N V - o GAJ _V- - - WB IH 635 W �O�pS1pSCgpF�� ILU ad ;a J+ 149$ y qrE • oF•.�� rtment of Tronsportotlon *®Texos Depo © 2009 LANDSCAPE IRRIGATION PLAN 50' -O NiGHW Y SCALE= 1 FEDERAL AID PROJECT N0. IH 635 O'Y:ND:(See Title Sheet) XXX 6 couNTY NO A N STATE DfSTRICT XXX DALLAS DALLAS x X TEXAS JOB 4 XXX CONTROL SECTION TAP PER SPECIFICATIONS OF THE CONTROLLING UTILITY AUTHORITY. tFORR PIPE FROM METER TO MASTER VALVE FM TO SECTION VALVES WATER I I/2" MASTER VALVE PLAN S 1 I/2" HYDROMETER ISOLATIOBACKFLOW PREVENTER SEE GEN NOTES. TYPICAL TAP B METER ASSEMBLY N.T.S. AIR VACUUM \ REUEF VALVE, INSTALL AT THE HIGH POINT OF THE ZONE START CONNECTION -PLANTER PERIMETER (TYP) ( YPI p4 gryp ([yp XppC� /jaP7AROX.OS 04 IT LASS DIB-O.G VIM 5LLi1FfHl cl ,FID VIM I� II PVC TO REMOTE CONTROL VALVE WITH FILTER AND PRV COLLAR Il. e. ORO FT-OSO, FE-DRID50, 050) `TUBING II P 4 IRREGUJN7 PLANTER LAYOUT (TYP) MTB. GRADE �-INSTALL WEED BARRIER AROUND BOX TAPE ALL ENTRY/EXIT PORTS. INSTALL SO BOX CAN DRAIN. 4" X 8" X 16" SOLID CMU BLOCKS STACKED 2 HIGH 6" OF PEA GRAVEL BELOW AROUND ENTIRE BOX VALVE BOX EXTENSION MAY BE REQUIRED TO MEET CLEARANCE 2 DOUBLE CHECK VALVE ASSEMBLY N.T.S. VALVE BOXES FINISHED GRADE HREADEDADAPTERS EACH S]DE OFVALVE III 11=I 11-1 I I LAND REMVALVETE OW/ROL DC FILTER ASSEMBLIES 1� I i i -i II -II I- LATCHING SOLENOID - 1111BYPASS I I El 11=1 I I El II BALL -- VALVE "Y" FILTER withI—�PRESSURE REGULATORBYPASS (beyond) -7 REGULATOR (jj`C) vj ` u ""�� BOTTOM OF VALVE BOX MUST EXTEND 2" PEA GRAVEL BELOW VALVE 2" BELOW BOTTOM OF VALVE. VALVE ASSEMBLY FOR DRIP IRRIGATION SECTIONS RAINBIRD PEB SERIES, IRRITROL 2006 SERIES OR APPROVED EQUAL N.T.S. TRUE UNION JOINTS EACH SIDE OF VALVE VALVE BOX (1 O" DIAM. MIN.) FINISHED GRADE Z_ M 1 - (V - BOTTOM OF BOX MUST EXTEND 2" 2" PEA GRAVEL BELOW BOTTOM BELOW VALVE OF VALVE RISERS/EXTENDERS AS NEEDED MASTER VALVE ASSEMBLY N.T.S. I - No. 4 REBAR MINIMUM. 12" DEEP INTO TRIPLE SWING JOINT SOIL BENEATH MAINLINE TIE TO HEAD (ScH 80 PVC) WITH NYLON WIRE TIES AS SHOWN CENTRALLY INTAMLED IXRIGATIDN FINISHED GRADE C.1 Ll. IK cI TY a EDPPEAL F0.Lp WMIFACIIIIEN'S INST-TI.S K FOR -11. PEDEST4. VALVE BOX TO QUICK -COUPLING ACCOMODATE z Ljf VALVE BOTH VALVES TO EOKIIDI[[I1 'IT. BALL VALVE TO EDNCKjf MSE I. Y2T[i YIIrE EM t•]r1E'fIA CkPANSIDN e0.Ts FIK cmNEC ONS IKE IE' [ W COMEIE DALE. IE• DEEP SP[CIIIGFIDRSI "ALL K SET At I• ANNE GRATIS. FROM "r OFF MAINLINE LEAD .�° - t.T WINIklE FAN sA - 0011IN0.LEN � - ( RISERS/EXTENSIONS A n� 1 - AS NEEDED• N E ( I 1. ENTID°'L A Yf -11 II n v/` R •a - 11 11 I 11DSIDES •eFM'T I -T NE AA,NI L[NDDRIXouL uDIN nvYAvL. Y[ 1p% LOCATED 6 Fppl PAD N° SPLICES DII D/C SYSI[x5 - o 5QUICK-COUPLING VALVE In PEDESTAL MOUNTED CONTROLLER N.T.S. N.T.S. �Ea x:qr 1 UAjA9,. lg qe �Qy l't F �Onature D[ a (atr L Datt GENERAL IRRIGATION NOTES, L Contractor shall be responsible for referencing Item 170 of the Texas Standard specifications for Construction of Highway4 Streets and Bridges 2004 for specifications, dimensions, volumes and measurements that have been modified or net shown. 2. The contactor shall be responsible for obtaining all permI14 licenses, tests, and/or approvals, pa ing any fees (including impact lees) and deposits and installing or anagng for all wafer meters and tops for installation and operation as applicable. Deposits will not be relu ded. Water meters shall be placed in name of the contractor. as provided by The contractor will pay for monlhly water charges during the protein ct. Water meters shalt rema operplional and turned on through all phases of t Is contract to ensure plants receive required watering Transfer meter to City of Coppell at the end of project. 3. Backflow preventers shall be placed in the name of the City of Coppell, as prmtded byy engines. The contractor shall be responsible for all charges, fees, tests, and coordination to my backflow preventer testing, at nsfollol"an or ormual nspectiort required by local entity through all phases of the contract 4. The drawings are dagromatic of the work to be performed. Changes may be required due to varying conditions or as dkecfed by the ergineer. 5. Contractor shalt verify location of any underground utilities with appropriate agencies. Underground utilities Of shown) on the plans are opproxmafe. a See IRRIGATION DETAILS AND MATERIALS CHART for materials specificolions, sizes, end requirements. CONSTRUCTION METHODS, I. The contractor shall irmligale the site conditions affecting the work and shall Punish offsets, filing% and sleeves as may be required to meet site condlions. 2. All irrigation valves, moin ines, quick coupler valves, drpline, etc. shall be located for approval by the engineer prior to installation. a Deviations in the piping as shown on the plans shall be permitted with approval, In writing, from the engineer. 4. Cue shall be exercised when excavating near trees. No mechanical IrencV shall be pemiilled below the canopy of exisfing trees. Controc or shall adjust french path and/or excavate by hand to avoid damage to existing free roof system. 5. Contractor shall coordiate and verify location of signal wiring, traffic loop detector wire% and CTMS wire& pda to be ivy' any work. Damage to signal vnring loop defector wiring CTMS wiring any u1BFies not lisled, and sfruclres shall be repaired a1 conlroclors expense. Contact TxDOT signal section ® 214-320-6683 for 'TxDOT Locates. 6 Any underground, utilities hah mast wirier and CTMS wiring shown on plans are, approzxrate locafions only and shall not relieve contractors respaarssblily of coordinating with appropriate authorities to locale underground utilities, wiring and any structure. 7.ppqq pp trenches slralght and support pipe continuously on bottom of trench Install e to an even grade. Trencher bottom shalt be clean and smooth rAlh all orrric debris and sharp objects removed. Pipe shall be snaked h trench o allow for expansion and contraction For public safety, plastic construction fencing, nihhxxn 4 feet high shall be used around open excavations. & Boring and pleeve requirements. Boring and sleeve locations shall be staked for engineers approval. Boring depth shall be al 24" below pavement. All borings and sleeves shill be can[ shall and shall extend the full width of the pavement and 5 feel on each side thereof. Borg and sleeves shall be measured andpad for in accordance with Item 61 B. Additional poymenis for distances greater than 5 feel beyond pavemenl will not be merle except as already shown on plans Bae encasement pipe must be installed some day as boring 9. PVC cosing(sl for bores end sleeves shag consist of SCH 80 smooth wall M". with welded Joints and seams, and shot 11 cantioone. The size of bare shall not exceed the diameter of casings) required by the plans by more than I ficin 10. Pippe shall not be installed when dr temperature Is below 40 degrees fdxenheit. Piasfic pipe shelf be cul in a manner that will insure a square cut. Bars at cul ends shall be removed (Kia to installation so that a smoolh unobstructed flow will be obtained. I I. All water Ines, valves, and sprinkler bodies shall be thoroughly tushed before nsfolltng dripl'ne or sprinkler nozzles. 12. Control wire and wire connections shall be as described on IRRIGATION MATERIALS SPECIFICATIONS CHART. All wire connections and splices shall be made in ground boxes. 13. Compaction of the pipe trenches must be sufficient to roil shat term settling of the backfill to no more than I inch The contractor shall correct settling greater than this without additional compensation GUARANTEE AND ACCEPTANCE- I. M&lenonce period. The irrigation system shall be inspected concurrently wilh and subject to the some establishment/noinlenonce requireirml periods under Items 192 and 193 (if used). puri the insfollatiom esiobfishmenl, and mainlenanc% contractor shall perform the following activities as a minimum and to the satisfaction of the engineers A) Install and maintain the controller program to insure the proper distribution of water fnciudes replacement of any batteries). BI Inspect, repar, and/or replace any equipment that is found detective Mor may be damaged by other maintenance. C) Make Cry adjustments that may become necessary to ensure the proper delivery of water to the plant moterial. 2. As -buil drawings. Upon completion of the required maintenance period, the engineer will make an ins coon of the project. The contractor sha11 Itmish the eng;neer a set of os -built drawinggss on reproducible I I x 17 film base sheets. The engineer will check base sheels to be sue ]hey are a true record of the project conditions and will direct the contractor to correct arty errors thatarefound. The drawings shall show dl volve locations by Irksaulalien from a fixed object and any change to sprinkler head location from a lfixed object and any change to sprinkler Mod location and rerouting of main and lateral Ines (changes of this nature shall be approved by the engineer prior to telaltalion). IRRIGATION MATERIALS SPECIFICATIONS DESCRIPTION s EXAMPLE OR EQUAL SIZE APPROXIMATE QUANTITIES FOR INFORMATIONAL PURPOSE ONLY WATER METER PER LOCAL CODE 1" 1 DRIPLINE TUBING WITH DUAL OUTLET PORTS NETAFIM TLDL 0624XXX OR RAINBIRD DRIPLINE LD 0624XXX 0.6 GAL./HR, 24 inch DRIPPER SPACING 13,069 LINEAR FEET (SPACE DRIPLINE 24"O.C.UNDER TREE/SHRUB GROUPS) FILTER RAINBIRD RBY SERIES (200 MESH) 3/4 inch 7 PRESSURE REGULATOR RAINBIRD PSI-M30X 3/4 inch 7 THERMIC PE11000 OR SERIES REMOTE CONTROL VALVE WEARAATD 6 SERIES ) inch 7 I MASTER VALVE (INCLUDE D/C LATCHING SOLENOIDS ON EACH) BALL VALVE SPEARS OR EQUAL I inch 10 CENTRAL COMMAND SOLAR POWERED IRRIGATION CONTROLLER IRRinet-M-DC SERIES CONTROLLER AS AVAILABLE FROM INTERSPEC CORP. 12 STATION (IS-RID-RU-SO).' INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, IiJSTALL WITH SOLAR PANEL FACING SOUTH (940) 440-9757. MUST BE COMPATIBLE WITH CITY OF COPPELL SYSTEM, DC ARAD HYDROMETER IS-BM15-10-DC 1 1/2 inch 1, RUN YELLOW WIRES BACK TO CONTROLLER TO MONITOR FLOW WEATHERMATIC OV75L QUICK COUPLING VALVE OR RAINBIRD 330RC 3/4 inch 3 - PROVIDE TWO (2) QUICK COUPLING KEYS TO ENGINEER BACKFLOW PREVENTER FEBCO 825Y (OR PER LOCAL CODE) 1 1/2 inch 1 COPPER PIPE TYPE "K" Extend from meter to inlet I inch side of Master Valve. PVC SCH 80 CASING Pressure rated with slip type solvent welded Joints 4 inch 210 LF (SEE NOTE B) PVC CLASS 200 MAINLINE Pressure rated with twin gasket couplin4s and fittings or slip type sol Vent welded "pints 1-1/2 Inch 1,175 LF PVC CLASS 200 LATERALS AND HEADERS - As indicated on the plans MEASURE FROM PLAN ABOVE GROUND PIPE INCLUDING BURIED RISERS AND SWiNG-JOINT COMPONENTS shall be PVC SCH 80 pipe AS NEEDED rated for direct sunlight exposure FITTINGS All fittings incorporated into system shall be of the some type, size and class materiat as the pipe AS NEEDED CONTROL WIRE All low voltage control wire shall be color coded. 14 GA. ENSURE MAXIMUM WIRE RUN LENGTHS ARE NOT EXCEEDED: Wire sizes shall conform to the controller manufacturer 14 GAUGE WIRE - 800 LF specifications for maximum distances for specific wire sizes. All wire shall be specifically manufactured 12 GAUGE WIRE - 1200 LF for direct burial. All wire connections and splices shall be made in ground boxes. The splice shall be completely waterproof and shall be completely encapsulated within a King Safety Sealed Irrigation Connector/Splice enclusure or on approved equal SOLVENT CEMENT Solvent cement shall be the type recommended by the AS NEEDED pipe manufacturer VALVE BOXES BOX SIZE SHALL BE MIN. 10" AND QUANTITY AS REQUIRED FOR SECTION VALVES BELOW GROUND BACKFLOW Boxes for section valves, below -ground backflow, preventors, and quick coupling valves shall be as ALLOW FOR EASY REMOVAL OF VALVE, ETC. PREVENTORS, QUICK COUPLING VALVES AND ANY ACCESSORIES shown on detail sheet VALVE BOX RISE RSBOX RISER SHALL EXTEND BELOW VALVES QUANTITY AS REQUIRED FOR SECTION VALVES, BELOW GROUND BACKFLOW AS SHOWN ON DETAIL SHEET PREVENTORS, QUICK COUPLING VALVES AND ANY ACCESSORIES REFERENCE TO MANUFACTURER'S TRADE NAME OR CATALOG NUMBER iS FOR THE PURPOSE OF IDENTIFICATION ONLY, CONTRACTOR SHALL BE PERMITTED TO FURNISH LIKE MATERIALS OF OTHER MANUFACTURERS PROVIDED THEY ARE OF EQUAL QUALITY AND COMPLY WITH SPECIFICATIONS FOR THIS PROJECT AND ARE APPROVED BY THE ENGINEER. 3. Operalinry and mdnfenance data The contractor shall provide nstrucllons cove,,;"full operation care and maintenance of the equipment including a schedule showh? length of line each valve is to be open to provide m determined amen of water, and instruct the stales designated personnel in proper operation of the system 4. Test. Teslina of the system for leakage shall be in accordance xilh Item 170. The contractor shall also test and assure the proper electrical working order of the system to the satisfaction of the engineer. O\.OSC4A N�q .1ggg..�