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4550/ y NOTE: *ith proper validation this form constitutes an CITY OF LA QUINTA i d,f encroachment permit - APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS DATE: November 23. 2005 Subdivision Improvement Permit — Class II I Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Avenue 5.4, Madison Club: TM 33076-1 (Street address or Description of Location) PURPOSE OF CONSTRUCTION Offsite sewer line install (12vr ©CP) DESCRIPTION OF CONSTRUCTION Bee plans with Tony DIMENSION OF INSTALLATION OR REMOVAL Per PlAn Sketch (attach construction plans if appropriate) .s, SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 7EE RE® APPROXIMATE TIME OF COMPLETION lf)AcPxnh.-r 20.ESTIMATED CONSTRUCTION COST$ 143-inRnn = nffnito(Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) y In consideration of the granting of this permit, the applicant hereby agrees to: ?b Indemnify, defend - and save the City, its authorized agents, officers, representatives and employees, harm d a st a all penalties, liabilities or loss resulting from claims or court action_.and arising out of any accident, loss or d sons operty happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to thi Iti Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be starts . Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations o the City of La Quinta and to pay for any additional replacement necessary as the result of this f . Signature of Applicant or Agent ThP. 1MA41nnn Cltxb t X-11A Fin chr-x 80-955 AvAntie 52 LA QuintA. CA 391-5072 \A ? 7 7 Name of Applicant (please print) Business Address Telephone No. Jones Bros. Construction Avenue 52 Coachella, CA 347-2291 Name of Contractor and Job Foreman Business Address Telephone No. 172092 Contractor's License No. 00153 City Business License No. Arch Specialty Insurance Company GAP00792200 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class 111 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Instpecfiory ee Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by $ 4.290.00 100.00 $ 4.300. fin Date PERMIT VALIDATION PERMIT NO. 4550 DATE APPROVED EXPIRATION DATE DATES !SSU�EtD By �f��,`./� Administrative Authority Recorded by I Telephone: (760) 777-7075 PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: Location of Construction: g K V. L. -DJ Purpose of Construction: e (7S►�e i � ;, VC, Description of Construction: S�2 �_- N", Dimension of Installation or Removal: Approximate Construction Start Date: Zh (� Approximate Construction Com2an—ion-s- Z 2 Estimated Construction Cost: $ D = 0555:1-_ Estimated Construction Cost shall include the re, materials, anddebris,back-filling, compaction and placing permanent resurfacing and or replacing improvements Contact Name: <%% �7 UC e, Phone Number: 3 ct l 5O74 Name of Applicant: (LO Applicant Address: 20 gsS /L_,SSZ k• Qu -n► -A Applicant Telephone Number: Name of Contractor: 3-0 a;C.s (fbS U -4 5 7-r uG L , C 0 Contractor Address: (ltur S2 C e el C 11e. U-5 C N Contractor Telephone Number: :3 4- 7 ^ 2 Z -gi „CQtra ter $tate License Number- () 2, IContractor City Business License Num er: 00157, I ► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED 4 Applicant of Contractor General Liability Insurance Company_ Applicant or Contractor General Liability Insurance Policy Number: _J G &P QC'�_7 2 2 2.08 Office Use Only: Inspection Fee: 4 � OP J J Permit Fee: (: As -Built Deposit: Dust Control Deposit: Credit Amount: TOTAL FEE DUE: Office use Only: Assigned Permit Number: (j Approval Date: -lT Expiration Date: Issue Date: Administrative Authority: November 21, 2005 Tim Jonasson City of La Quinta P.O. Box 1504 78495 Calle Tampico La Quinta, CA 92253 Via Hand -Delivery RE: Avenue 54 Road Closure Request Dear Tim: Currently we are seeking a permit from Public Works to install our sewer system on Avenue 54 to service Madison Club. In order to safely install the sewer system, we are requesting to temporarily close down Avenue 54, commencing east of Madison Street and extending 1,400 feet eastward (as depicted on the attached exhibits and photos). This closure will encompass the required 1,350 foot long trench per Public Work's special provision #R14. We are requesting to close the road for 12 days to complete said sewer installation. Thank you for your consideration of this request. Sincerely, Kim Fincher East of Madison, LLC JV. ~, | ' - � . . � |U � |U � 1 I • 1 I • I I ' 1 � I 1 � � 1 1 1 I 1 t� 1 - - O•J-••. .... •- --••-F-•M--`-'"^'j"-----,•J ' --. Y..i.�....-_-..J-,..,.-,--�:,�-ems {.:...-. .,.t.�......,...*.,, i ._..i....-...-.�....-. �- _ '.o""'_"--�` �. .�..r.:�..-�-.r-•-'-�"n--•--r..-..�...:q..s......_�.�.�. �..�•.—•.-,.,.1,�.,....�..,.t..,.��..y�...r...._.i.....�.....-+�.�...�.r-i....�.-...F...�_.,...n.•.,�.�ti-..--�..�..-.ter.-.���.......���...,,.....} 9 ilt Im ME I L.i PERMIT NO.4550 Madison Club @ Ave 54 / Offsite Sewer Line / Tract No. 33076-1 In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2.. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. This permit does not provide anapproval for the request to close Avenue 54 route to through traffic. The City Engineer with the approval from City Council must approve the road closure prior to closing through traffic on Avenue 54. 4. Jones Brothers, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 6. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) neither before 8:30 a.m. nor after 4:30 p.m. 7. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (951). 955-6894 if signal operation at the intersection is to be. altered in any way. 8. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill can. be determined to be placed according to the city approved plans. Special Conditions Page I of 7 PERMIT NO.4550 Madison Club @ Ave 54 / Offsite Sewer Line /.Tract No. 33076-1 9. The permittee and/or contractor shall provide surveyor staking information adequate for the City Inspector to determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal location relative to building corner and the elevation of the top of hub next to the lath. 10. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 11. This permit is. not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 12. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 13. Jones Brothers and/or East of Madison LLC, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control during construction material hauling procedures. The following Fugitive Dust Control rules shall apply during soil import/export activities: a. A valid grading permit shall be active at both the import and export site b. The import/export material during hauling shall be near 70% optimum moisture content. c. Street cleaning shall occur, as necessary, at import and export location. d. Trucks hauling export or import material must maintain 6 inches of freeboard and be tarped. e. The haul route shall be attached to this permit or a City approved plan. 14. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved' surface shall be maintained at all times. Special Conditions Page 2 of 7 PERMIT NO.4550 Madison Club @ Ave 54 / Offsite Sewer Line / Tract No. 33076-1 15. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities.. .16. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 17. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer I at 777-7089 to determine the city inspector's phone number. The inspector shall determine the number and location of the test locations. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under'direct supervision of a California Registered Civil Engineer. 18. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may. be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 19. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 20. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer I) of the private land owner whom is being encroached upon. 21. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. Special Conditions Page 3 of 7 PERMIT NO.4550 Madison Club @ Ave 54 / Offsite Sewer Line / Tract No. 33076-1 22. During work hours, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved roadway if approved by the City Engineer). The traffic lane must be located within the existing R/W with the following requirements: a. Class II Base with a minimum depth of 2" b. A 12 inch thick subgrade layer compacted to 95% based on ASTM D1557 c. An unobstructed travel width of 10 feet. d. In addition, a minimum of 5 feet clearance from open trenches. e. A minimum of 2 feet from vertical obstructions like curbs. f. Maximum speed of 25 mph 23. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site. 24. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Assistant Engineer I. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 25. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. 26. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 27. Pursuant to Section 14.16.370 of'the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed .by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. Special Conditions Page 4 of 7 PERMIT NO.4550 Madison Club @ Ave 54 / Offsite Sewer Line / Tract No. 33076-1 B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as Backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted .in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of Backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed Backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 28. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 29. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 30. Access and egress to all local properties shall be maintained at all times. Special Conditions Page 5 of 7 PERMIT NO.4550 Madison Club @ Ave 54 / Offsite Sewer Line./ Tract No. 33076-1 31. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/" max medium asphalt concrete as the base course lift and a City approved''/z" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with 'a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a .parking lane: three (3) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course. lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. Special Conditions Page 6 of 7 PERMIT NO.4550 Madison Club @ Ave 54 / Offsite Sewer Line / Tract No. 33076-1 32. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 33. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 34. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 35. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. 36. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 7 of 7 10/12_/2005 02:52 FAX 7603989052 JONES-BROS CONSTRUCTION 4 001 t JONES BRAS. CONSTRUCTION CO. GRADING, PAVING, UNDERGROUND AND EQUIPMENT RENTALS B5-989 AVENUE 52' P. 0. BOX 905 " COACHEL A, CA 92236 TELEPHONE (780) 347-2291 LIC. NO.172092 PROPOSAL NO. 14" CONTRACT NO. PROPOSAL SUBMITTED TO: PHONE FAX DATE 391-5072 398-6788 OCTOBER 12. 2005 NAME: PROJECT EAST OF MADISON SEWER ADDRESS: LOCATION: LA QUINTA CITY AND STATE: ARCHITECTIENGINEER: DATE OF PLANS RCE CONSULTANTS 3/31/2005 ATTENTION; PROJECT PLANS NO. AND TITLE KIM FINCHER TRACT # 33076 We hereby propose to furnish the necessary equipment, labor, and materials required to perform the following w0 ts; ITEM # DESCRIPTION QUANTITY UNIT PRICE TOTAL 1.) 12" VCP IN AVE 64 1327 LF $ 98.00 $ 130,046.00 2.) 12" VCP ONSITE 644 LF $ 49.00 $ 3.) 48" MANHOLES 6 EA $ 2,177.00 $ 13,062.00 I327 TOTAL )7 $ 169,764.00 ALL PRICES BASED ON UNAPPROVED PLANS, PRICES MAY CHANGE UPON APPROVED PLANS NO PERMANENT OR TEMPORARY PAVING, NO PERMITS, NO LANDSCAPING, NO CURB OR GUTTER. SEE ATTACHED STIPULATIONS. JONES BROS. TO BE INDEMNIFIED FOR FINES ANDIOR TICKETS FOR DUST CONTROL AFTER COMPACTION COMPLETE IN SEGMENT WHERE WORKING JOB BID 1 MOVE IN, ADDITIONAL MOVE IN'S REQUIRED WILL BE $3000.00 EACH Buyer and Sailer agree that the general terms and conditions attached, hereof are part of this agreement are thoroughly understood. Notice: Additional Terms and Conditions are Attached. Read Worn Signing — Btryer to sign both sides. ACCEPTED FOR BUYER By Submitted By Title Date Approved By Title Date CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT PERMIT NUMBER DATE EXP DATE ACCEPTANCE DATE INSPECTOR ONTRACTOR NAME: JONES BROS CONSTRUCTION ONTRACTOR ADDRESS: AVENUE 52 ONTRACTOR CITY CONTRACTOR STATE: CONTRACTOR ZIP COACHELLA i CA ONTRACTOR TELEPHONE: 347-2291 CONTRACTOR LICENSE: CONTRACTORS STATE i 1172092 1 LICENSE BOARD. '4550 11/23/2005 `11/2/2006 12/15/05 HOWARD CONTRACTOR INFORMATION TRACT/PARCEL NUMBER' PERMIT TYPE SDP/CUP/ ETC: 33076-1 UTILITIES PPLICANT NAME: THE MADISON CLUB - KIM FINCHER PPLICANT ADDRESS: 80-955 AVENUE 52 c PPLICANT CITY: APPLICANT STATE APPLICANT ZIP CODE: LA QUINTA CA 92253 PPLICANT TELEPHONE: 391-5072 X 277 DESCRIPTION AVENUE 54, MADISON CLUB; TM 33076-1 OFFSITE SEWER LINE INSTALL (12" VCP) SEE PLANS WITH TONY. M®NTHL�Y E;XPIREDPERMITS� VAR Elm* INSPECTION FEE: CURRENT ,290.00 0 PERMIT FEE: $100.00 PENALTY: $0.00 CASH DEPOSIT /SURETY BOND: $0.00 APPLICANT INFORMATION TOTAL FEE AMOUNT:,