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HomeMy WebLinkAbout2013-219 AMS - L A Downey Storm Water repairs Whitted Building $30,327 [Departmental Use Only] TITLE Whitted Storm Water FY 2013 NORTH CAROLINA SERVICES AGREEMENT UNDER$90,000.00 ORANGE COUNTY This Services Agreement (herinafter "Agreement"), made and entered into this 5th day of July, 2013, ("Effective Date") by and between Orange County, North Carolina a body politic and corporate of the State of North Carolina (hereinafter, the "County") and L. A. Downey & Sons, Inc., (hereinafter, the "Provider"). WITNESSETH: That the County and Provider, for the consideration herein named, do hereby agree as follows: 1. Services a. Scope of Work. i) This Agreement is for services to be rendered by Provider to County with respect to (insert type of project): R. E. Whitted Building: Stormwater Repairs as outlined by the attaced bit#1669 and related documentation dated 4/25/13. ii) By executing this Agreement, the Provider represents and agrees that Provider is qualified to perform and fully capable of performing and providing the services required or necessary under this Agreement in a fully competent, professional and timely manner. iii) Time is of the essence with respect to this Agreement. iv) The services to be performed under this Agreement consist of Basic Services, as described and designated in Section 3 hereof. Compensation to the Provider for Basic Services under this Agreement shall be as set forth herein. 2. Responsibilities of the Provider a. Services to be provided. The Provider shall provide the County with all services required in Section 3 to satisfactorily complete the Project within the time limitations set forth herein and in accordance with the highest professional standards. b. Standard of Care. i) The Provider shall exercise reasonable care and diligence in performing services under this Agreement in accordance with the highest generally accepted standards of this type of Provider practice throughout the United States and in accordance with applicable federal, state and local laws and regulations applicable to the performance of these services. Provider is solely responsible for the professional Revised July 2010 1 quality, accuracy and timely completion and/or submission of all work related to the Basic Services. ii) Provider shall be responsible for all errors or omissions, in the performance of the Agreement. Provider shall correct any and all errors, omissions, discrepancies, ambiguities, mistakes or conflicts at no additional cost to the County. ill) The Provider shall not, except as otherwise provided for in this Agreement, subcontract the performance of any work under this Agreement without prior written permission of the County. No permission for subcontracting shall create, between the County and the subcontractor, any contract or any other relationship. iv) Provider is an independent contractor of County. Any and all employees of the Provider engaged by the Provider in the performance of any work or services required of the Provider under this Agreement, shall be considered employees or agents of the Provider only and not of the County, and any and all claims that may or might arise under any workers compensation or other law or contract on behalf of said employees while so engaged shall be the sole obligation and responsibility of the Provider. v) Provider agrees that Provider, its employees, agents and its subcontractors, if any, shall be required to comply with all federal, state and local antidiscrimination laws, regulations and policies that relate to the performance of Provider's services under this Agreement. vi) If activities related to the performance of this Agreement require specific licenses, certifications, or related credentials Provider represents that it and/or its employees, agents and subcontractors engaged in such activities possess such licenses, certifications, or credentials and that such licenses certifications, or credentials are current, active, and not in a state of suspension or revocation. 3. Basic Services a. Basic Services. The Services to be rendered pursuant to this Agreement are as follows (fully describe services to be provided): as outlined in the attached bid proposal #1669 dated April 25, 2013. 4. Duration of Services a. Term. The term of this Agreement shall be from July 5, 2013 to August 31, 2013. b. Scheduling of Services. i) The Provider shall schedule and perform his activities in a timely manner. ii) Should the County determine that the Provider is behind schedule, it may require the Provider to expedite and accelerate his efforts, including providing additional resources and working overtime, as necessary, to perform his services in accordance with the approved project schedule at no additional cost to the County. Revised July 2010 2 iii) The Commencement Date for the Provider's Basic Services shall be July 5, 2013. 5. Compensation a. Compensation for Basic Services. Compensation for Basic Services shall include all compensation due the Provider from the County for all services under this Agreement except for any authorized Reimbursable Expenses which are defined herein. The maximum amount payable for Basic Services shall not exceed Thirty Thousand Three Hundred and Twenty Seven Dollars ($30,327.00). Payment for Basic Services shall become due and payable within thirty (30) days of Provider properly invoicing County. Payment shall be subject to provisions of Section 5(b). b. Disputes. In the event the amount stated on an invoice is disputed by the County, the County may withhold payment of all or a portion of the amount stated on an invoice until the parties resolve the dispute. Should Provider fail to perform its duties under the terms of this Agreement, County may, without fault or penalty, withhold any payment associated with the work to be performed until such time as said work is completed. c. Additional Services. County shall not be responsible for costs related to any services in addition to the Basic Services performed by Provider unless County requests such additional services in writing and such additional services are evidenced by a written amendment to this Agreement. 6. Responsibilities of the County a. Cooperation and Coordination. The County has designated (Wayne Fenton) to act as the County's representative with respect to the Project and shall have the authority to render decisions within guidelines established by the County Manager and/or the County Board of Commissioners and shall be available during working hours as often as may be reasonably required to render decisions and to furnish information. 7. Insurance a. General Requirements. The Provider shall purchase and maintain and shall cause each of his subcontractors to purchase and maintain, during the period of performance of this Agreement: i) Worker's Compensation Insurance for protection from claims under workers' or workmen's compensation acts; ii) Comprehensive General Liability Insurance covering claims arising out of or relating to bodily injury, including bodily injury, sickness, disease or death of any of the Provider's employees or any other person and to real and personal property including loss of use resulting thereof, iii) Comprehensive Automobile Liability Insurance, including hired and non-owned vehicles, if any, covering personal injury or death, and property damage; and Revised July 2010 3 b. Insurance Rating. The minimum insurance rating for any company insuring the Provider shall be Best's A. 1 11111 Itill,1311 1 C. Limits of Coverage. Minimum limits of insurance coverage shall be as follows: INSURANCE DESCRIPTION MINIMUM REQUIRED COVERAGE • Worker's Compensation Limits for Coverage A- Statutory State of N.C. Coverage B - Employers Liability $500,000 each accident and policy limit and disease each employee • Commercial General Liability $1,000,000 Each Occurrence; $2,000,000 Aggregate. • Automobile Liability Combined Single Limit$500,000 • Professional Liability d. Additional Insured. All insurance policies (with the exception of Worker's Compensation and Professional Liability) required under this Agreement shall name the County as an additional insured party. Evidence of such insurance shall be furnished to the County, together with evidence that each policy provides the County with not less than thirty (30) days prior written notice of any cancellation, non-renewal or reduction of coverage. 8. Indemnity a. Indemnity. The Provider agrees to defend, indemnify and hold harmless the County from all loss, liability, claims or expense, including attorney's fees, arising out of or related to the Project and arising from bodily injury including death or property damage to any person or persons caused in whole or in part by the negligence or misconduct of the Provider except to the extent same are caused by the negligence or willful misconduct of the County. It is the intent of this provision to require the Provider to indemnify the County to the fullest extent permitted under North Carolina law. 9. Amendments to the Agreement a. Changes in Basic Services. Changes in the Basic Services and entitlement to additional compensation or a change in duration of this Agreement shall be made by a written Amendment to this Agreement executed by the County and the Provider. The Provider shall proceed to perform the Services required by the Amendment only after receiving a fully executed Amendment from the County. 10. Termination Revised July 2010 4 a. Termination for Convenience of the County. This Agreement may be terminated without cause by the County and for its convenience upon seven (7) days' prior written notice to the Provider. b. Other Termination. The Provider may terminate this Agreement based upon the County's material breach of this Agreement; provided, the County has not taken all reasonable actions to remedy the breach. The Provider shall give the County seven (7) days' prior written notice of its intent to terminate this Agreement for cause. c. Compensation After Termination. i) In the event of termination, the Provider shall be paid that portion of the fees and expenses that it has earned to the date of termination, less any costs or expenses incurred or anticipated to be incurred by the County due to errors or omissions of the Provider. ii) Should this Agreement be terminated, the Provider shall deliver to the County within seven (7) days, at no additional cost, all deliverables including any electronic data or files relating to the Project. d. Waiver. The payment of any sums by the County under this Agreement or the failure of the County to require compliance by the Provider with any provisions of this Agreement or the waiver by the County of any breach of this Agreement shall not constitute a waiver of any claim for damages by the County for any breach of this Agreement or a waiver of any other required compliance with this Agreement. 11. Additional Provisions a. Limitation and Assignment. The County and the Provider each bind themselves, their successors, assigns and legal representatives to the terms of this Agreement. Neither the County nor the Provider shall assign or transfer its interest in this Agreement without the written consent of the other. b. Governing. This Agreement and the duties, responsibilities, obligations and rights of respective parties hereunder shall be governed by the laws of the State of North Carolina. c. Dispute Resolution. Any and all suits or actions to enforce, interpret or seek damages with respect to any provision of, or the performance or non-performance of, this Agreement shall be brought in the General Court of Justice of North Carolina sitting in Orange County,North Carolina. It is agreed by the parties that no other court shall have jurisdiction or venue with respect to such suits or actions. The Parties may agree to nonbinding mediation of any dispute prior to the bringing of such suit or action. d. Entire Agreement. This Agreement represents the entire and integrated agreement between the County and the Provider and supersedes all prior negotiations, representations or agreements, either written or oral. This Agreement may be amended only by written instrument signed by both parties. Modifications may be evidenced by facsimile signatures. Revised July 2010 5 e. Severability. If any provision of this Agreement is held as a matter of law to be unenforceable, the remainder of this Agreement shall be valid and binding upon the Parties. f. Ownership of Work Product. Should Provider's performance of this Agreement generate documents, items or things that are specific to this Project such documents, items or things shall become the property of the County and may be used on any other project without additional compensation to the Provider. The use of the documents, items or things by the County or by any person or entity for any purpose other than the Project as set forth in this Agreement shall be at the full risk of the County. g. Non-Appropriation. Provider acknowledges that County is a governmental entity, and the validity of this Agreement is based upon the availability of public funding under the authority of its statutory mandate. In the event that public funds are unavailable and not appropriated for the performance of County's obligations under this Agreement, then this Agreement shall automatically expire without penalty to County immediately upon written notice to Provider of the unavailability and non-appropriation of public funds. It is expressly agreed that County shall not activate this non-appropriation provision for its convenience or to circumvent the requirements of this Agreement, but only as an emergency fiscal measure during a substantial fiscal crisis. In the event of a change in the County's statutory authority, mandate and/or mandated functions, by state and/or federal legislative or regulatory action, which adversely affects County's authority to continue its obligations under this Agreement, then this Agreement shall automatically terminate without penalty to County upon written notice to Provider of such limitation or change in County's legal authority. h. Notices. Any notice required by this Agreement shall be in writing and delivered by certified or registered mail, return receipt requested to the following: Orange County Provider's Name Attention: L.A. Downey & Sons, Inc. P.O. Box 8181 810 Ramseur Street Hillsborough,NC 27278 Durham,NC 27702 IN WITNESS WHEREOF, the Parties, by and through their authorized agents, have hereunder set their hands and seal, all as of the day and year first above written. ORANGE COUNTY: PROVIDER: By: By: W,00 Frank Clift County Manager Printed Name and Wt-le Revised July 2010 6 This instrument has been approved as to technical content. Jeffr ompson, Department Director This instrument has been pre-audited in the manner required by the Local Government Budget and Fiscal Control Act. Office of the Finance Director This instrument has been approved as to form and legal sufficiency. Offic e 01 the County Attorney Revised July 2010 7 COUNTY OF ORANGE FINANCIAL SERVICES- PURCHASING PO BOX 8181 HILLSBOROUGH, NORTH CAROLINA 27278 =fir. ORANGE COUNTY BID'.NO. 1869 - Apr:if 25, _2a13 ATTENTION: INTERESTED VENDORS Orange County requests your competitive.quotation to furnish the item(s) listed below for the Orange County Asset Management Department, Hillsborough, NC. Please transmit this quotation via facsimile or deliver by hand or U.S. Mail, to the Orange County Purchasing Agent-fax#(919) 036-4913(NEW!!) , 200 South Cameron Street, Hillsborough, NC 27278 by May 14, 2013 at 3:00 PM ITEM QTY COMMODITIESIGOODS OR SERVICES TOTAL COST # LUMP SUM COST FOR STORMWATER REPAIRS TO 300 1 1 WEST TRYON STREET,HILLSBOROUGH, NC PER ATTACHED $ O - - -- SPEC-,$-AND DRAWL -5---1-- - T" -- t 44S Please confirm receipt of addendum Addendum #1 Addendum #2 Addendum #3 ill any people working on this job make less than $10.33 per hour YES _ NO If yes, the lowest hourly wage to be afd an employee shall be: $ / HOUR TIME IS OF THE ESSENCE AND MAY BE CONSIDERED WHEN MAKING AWARD! PLEASE STATE START DATE IF YOU ARE AWARDED THE JOB . '04 3 ,AO/6 •�t PLEASE STATE THE NUMBER OF DAYS TO COMPLETE THE WORK - / DAYS PLEASE SEE ATTACHED INSTRUCTIONS TO BIDDERS License ( /� _ FIRM NAM .4. /]• Z. BY & ADDRESS FAX; IPJQ �mus e(J in writing) AMEX TELEPHONE: "' 0699 } /► E AIL: -fo�t 410�0 /fib» � k t'j. �- P,40b �opnt *e C. G y W, s er` Qidd`• Orange County Financial Services Department ADDENDUM#1 May 8,2013 Whitted Drainage Orange County Bid#1669 To all Vendors: Modifications to bid documents far the above named Request for Proposal are made as follows and shall be included in the proposed amount. 1. The attached drawing afters the route of the drainage line to address the discovery oftown of Hillsborough water line _ ____ 2. -Orange-County-requires a-permit-for any-work over$51400 The job- in Hillsborough's jurisdiction. - 3. bidders can use the existing materials as backftl for the pipe as long as the materials can be placed to a minimum compaction rate of,95%installed in 12" lifts_ If the material cannot be used it must be replaced with select borrow which meets the density requirements. Any excess materials from the project shall be ` ,,disposed of offsite at the contractor's expense. All anticipated earthwork costs should be included in the bid. 4. All concrete shall be 2500 psi minimum 5. Due to the estimated cost of this project,there are no bid, payment or performance bonds on this job. All other terms and conditions shall remain the same Eby. David E. Cannell, Purchasing Agent; dcannell(Mco.oranae.nc.us--(919)245-2651 A signed copy of this addendum shall a included with the bid Bubb ift d by your company Company Name: q BY: Date Received: P.O. Box 8181 200 South Cameron Street Hillsborough, North Carolina 27278 Telephones:Area Code 919 245-2651 Fax: 919 644-3324 Page 1 APPENDIX B OR D MLJST BE SUBMITTED WITH BID APPENDIX B HUB UT1),1ZAri0,N COMMITMENT" We, '1'T• /� �' �.f�/� do certify that on the {B er) Stormwater Rers at 300 W Tryon Street (Dollar Amount of Bid) will expand a minimum of--LO 'Yo of the total dollar amount of the contract with minority business enterprises. "his percentapte must be at J�aSj Len percent liQ%) or the bidder roust complete the back side of this form as well. MBE's will be employed as construction subcontractors,vendors,suppliers or providers of professional services. Such work will be subcontracted to the following firms listed below. If the bidder intends to subcontract. this form � u c comnleted regardless of the amount or lark o#'participation Attained. Name and Phone Indicate Description Number of Finn M13E oC Work Do lar value The undersigned will enter into a formal agreement with Minority Finns for work listed in this schedule,conditional upon execution of a contract with the County of Orange. Failure to fulfill this commitment may constitute a breach of the contract. The undersigned hereby certifies that he or she has read the terms of this Commitment and is authorized to bind the bidder to the corm Iitment herein set forth. / e, Date: (Name 011L th i c Signature: Title: We, ,do certify that we did undertake the following steps in good faith to procure minority enterprise. The bidder must cite that at]cast five stepZ were taken I. Contacted minority businesses that reasonably could have been expected to submit a quote and that were known to the contactor or available on these State or local government-maintained lists at]cast ten(10)days before the bid or proposal date and notifying them of the nature and scope of the:work to be perfornwd. -2. Made the construction plans,specifications,and requirements available for review by prospective minority businesses,or providing these documents to them at least ten(10)days before the bid proposals are due. _3. Broke down or combined elements of work into economically feasible units to facilitate minority participation. STORMWATER REPAIRS TO WHITTED BUILDING HILLSBOROUGH,NC 03/26/13 SECTION 02300 -EARTHWORK PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Preparing subgrades for slabs-on-grade,walks,pavements, and lawns and grasses. 2. Excavating and backfilling for buildings and structures. 3. Drainage course for slabs-on-grade. 4. Subbase course for concrete walks and pavements. 1.3 DEFINITIONS A. Backfill: Soil material or controlled low-strength material used to fill an excavation. 1. Initial Backfill: Backfill placed beside and over pipe in a trench, including haunches to support sides of pipe. 2. Final Backfill: Backfill placed over initial backfill to fill a trench. B. Base Course: Course placed between the subbase course and hot-mix asphalt paving. C. Bedding Course: Course placed over the excavated subgrade in a trench before laying pipe. D. Borrow Soil: Satisfactory soil imported from off-site for use as fill or backfill. E. Drainage Course: Course supporting the slab-on-grade that also minimizes upward capillary flow of pore water. F. Excavation: Removal of material encountered above subgrade elevations and to lines and dimensions indicated. 1. Authorized Additional Excavation: Excavation below subgrade elevations or beyond indicated lines and dimensions as directed by Architect. Authorized additional excavation and replacement material will be paid for according to Contract provisions for unit prices. 2. Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated lines and dimensions without direction by Architect. Unauthorized excavation, as well as i remedial work directed by Architect, shall be without additional compensation. G. Fill: Soil materials used to raise existing grades. EARTHWORK 02300- 1 STORMWATER REPAIRS TO WHITTED BUILDING HILLSBOROUGH,NC 03/26/13 H. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical appurtenances, or other man-made stationary features constructed above or below the ground surface. I. Subbase Course: Course placed between the subgrade and base course for hot-mix asphalt pavement, or course placed between the subgrade and a cement concrete pavement or a cement concrete or hot-mix asphalt walk. J. Subgrade: Surface or elevation remaining after completing excavation,or top surface of a fill or backfill immediately below subbase,drainage fill, or topsoil materials. K. Utilities: On-site underground pipes, conduits, ducts, and cables, as well as underground services within buildings. 1.4 PROJECT CONDITIONS A. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted in writing by Architect and then only after arranging to provide temporary utility services according to requirements indicated. 1. Notify Architect not less than two days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Architect's written permission. 3. Contact utility-locator service for area where Project is located before excavating. B. Demolish and completely remove from site existing underground utilities indicated to be removed. Coordinate with utility companies to shut off services if lines are active. PART 2-PRODUCTS 2.1 SOIL MATERIALS A. General: Provide borrow soil materials when sufficient satisfactory soil materials are not available from excavations. B. Satisfactory Soils: ASTM D 2487 Soil Classification Groups GW, GP, GM, SW, SP, GC, SC, ML, CL, CH and SM, or a combination of these groups; free of rock or gravel larger than 3 inches (75 mm) in any dimension, debris, waste, frozen materials, vegetation, and other deleterious matter. C. Unsatisfactory Soils: Soil Classification Group OL, MH, OH, and PT according to ASTM D 2487,or a combination of these groups. 1. Unsatisfactory soils also include satisfactory soils not maintained within 2 percent of optimum moisture content at time of compaction. D. Subbase Material: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 90 percent passing a 1-1/2-inch (37.5-mm)sieve and not more than 12 percent passing a No. 200(0.075-mm)sieve. EARTHWORK 02300-2 STORMWATER REPAIRS TO WHITTED BUILDING HILLSBOROUGH,NC 03/26/13 E. Base Course: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 95 percent passing a 1-1/2-inch (37.5-mm)sieve and not more than 8 percent passing a No. 200 (0.075-mm)sieve. F. Engineered Fill: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 90 percent passing a 1-1/2-inch (37.5-mm)sieve and not more than 12 percent passing a No. 200(0.075-mm)sieve. G. Bedding Course: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; except with 100 percent passing a 1-inch (25-mm)sieve and not more than 8 percent passing a No. 200(0.075-mm)sieve. H. Drainage Course: Narrowly graded mixture of washed crushed stone, or crushed or uncrushed gravel; ASTM D 448; coarse-aggregate grading Size 57; with 100 percent passing a 1-1/2-inch (37.5-mm)sieve and 0 to 5 percent passing a No. 8 (2.36-mm)sieve. I. Filter Material: Narrowly graded mixture of natural or crushed gravel, or crushed stone and natural sand; ASTM D 448; coarse-aggregate grading Size 67; with 100 percent passing a f- inch(25-mm)sieve and 0 to 5 percent passing a No. 4(4.75-mm)sieve. J. Sand: ASTM C 33; fine aggregate,natural,or manufactured sand. K. Impervious Fill: Clayey gravel and sand mixture.capable of compacting to a dense state. PART 3 -EXECUTION 3.1 GENERAL A. ALL EARTHWORK ON THIS PROJECT TO BE UNCLASSIFIED. 3.2 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earthwork operations. B. Preparation of subgrade for earthwork operations including removal of vegetation, topsoil, debris, obstructions, and deleterious materials from ground surface shall be performed prior to earthwork operations. 3.3 DEWATERING A. Prevent surface water and ground water from entering excavations, from ponding on prepared subgrades,and from flooding Project site and surrounding area. EARTHWORK 02300-3 STORMWATER REPAIRS TO WHITTED BUILDING HILLSBOROUGH,NC 03/26/13 3.4 EXCAVATION, GENERAL A. Unclassified Excavation: Excavate to subgrade elevations regardless of the character of surface and subsurface conditions encountered. Unclassified excavated materials may include rock, soil materials, and obstructions. No changes in the Contract Sum or the Contract Time will be authorized for rock excavation or removal of obstructions. 3.5 EXCAVATION FOR STRUCTURES A. Excavate to indicated elevations and dimensions within a tolerance of plus or minus 1 inch (25 mm). If applicable, extend excavations a sufficient distance from structures for placing and removing concrete formwork, for installing services and other construction, and for inspections. 1. Excavations for Footings and Foundations: Do not disturb bottom of excavation. Excavate by hand to final grade just before placing concrete reinforcement. Trim bottoms to required lines and grades to leave solid base to receive other work. 3.6 EXCAVATION FOR WALKS AND PAVEMENTS A. Excavate surfaces under walks and pavements to indicated lines, cross sections, elevations, and subgrades. 3.7 SUBGRADE INSPECTION A. Notify Architect when excavations have reached required subgrade. B. If Architect determines that unsatisfactory soil is present, continue excavation and replace with compacted backfill or fill material as directed. C. Proof-roll subgrade below the building slabs and pavements with heavy pneumatic-tired equipment to identify soft pockets and areas of excess yielding. Do not proof-roll wet or saturated subgrades. 1. Completely proof-roll subgrade in one direction,repeating proof-rolling in direction perpendicular to first direction. Limit vehicle speed to 3 mph(5 km/h). 2. Proof-roll with a loaded 10-wheel, tandem-axle dump truck weighing not less than 15 tons(13.6 tonnes). 3. Excavate soft spots, unsatisfactory soils, and areas of excessive pumping or rutting, as determined by Architect,and replace with compacted backfill or fill as directed. D. Reconstruct subgrades damaged by rain, accumulated water, or construction activities, as directed by Architect,without additional compensation. 3.8 UNAUTHORIZED EXCAVATION A. Fill unauthorized excavation under foundations or wall footings by extending bottom elevation t of concrete foundation or footing to excavation bottom, without altering top elevation. Lean EARTHWORK 02300-4 STORMWATER REPAIRS TO WHITTED BUILDING HILLSBOROUGH,NC 03/26/13 concrete fill, with 28-day compressive strength of 2500 psi (17.2 MPa), may be used when approved by Architect. 1. Fill unauthorized excavations under other construction or utility pipe as directed by Architect. 3.9 BACKFILL A. Place and compact backfill in excavations promptly,but not before completing the following: 1. Construction below finish grade including,where applicable, subdrainage, dampproofing, waterproofing, and perimeter insulation. 2. Surveying locations of underground utilities for Record Documents. 3. Removing trash and debris. B. Place backfill on subgrades free of mud. 3.10 SOIL FILL A. Place and compact fill material in layers to required elevations as follows: 1. Under grass and planted areas,use satisfactory soil material. 2. Under walks and pavements, use satisfactory soil material. 3. Under steps and ramps, use engineered fill. 4. Under building slabs,use engineered fill. 5. Under footings and foundations,use engineered fill. B. Place soil fill on subgrades free of mud. 3.11 SOIL MOISTURE CONTROL A. Uniformly moisten or aerate subgrade and each subsequent fill or backfill soil layer before compaction to within 2 percent of optimum moisture content. 1. Do not place backfill or fill soil material on surfaces that are muddy, frozen, or contain frost or ice. 2. Remove and replace, or scarify and air dry otherwise satisfactory soil material that exceeds optimum moisture content by 2 percent and is too wet to compact to specified dry unit weight. 3.12 COMPACTION OF SOIL BACKFILLS AND FILLS A. Place backfill and fill soil materials in layers not more than 6 inches (150 mm) in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches (100 mm) in loose depth for material compacted by hand-operated tampers. B. Place backfill and fill soil materials evenly on all sides of structures to required elevations, and uniformly along the full length of each structure. EARTHWORK 02300- 5 STORMWATER REPAIRS TO WHITTED BUILDING HILLSBOROUGH,NC 03/26/13 C. Compact soil materials to not less than the following percentages of maximum dry unit weight according to ASTM D 698: 1. Under structures, building slabs, steps, and pavements, scarify and recompact top 12 inches (300 mm) of existing subgrade and each layer of backfill or fill soil material at 98 percent. 2. Under walkways, scarify and recompact top 6 inches (150 mm) below subgrade and compact each layer of backfill or fill soil material at 95 percent. 3. Under lawn or unpaved areas, scarify and recompact top 6 inches (150 mm) below subgrade and compact each layer of backfill or fill soil material at 90 percent. 4. For utility trenches, compact each layer of initial and final backfill soil material at 95 percent. 3.13 GRADING A. General: Uniformly grade areas to a smooth surface, free of irregular surface changes. Comply with compaction requirements and grade to cross sections, lines, and elevations indicated. 1. Provide a smooth transition between adjacent existing grades and new grades. 2. Cut out soft spots, fill low spots, and trim high spots to comply with required surface tolerances. B. Site Grading: Slope grades to direct water away from buildings and to prevent ponding. Finish subgrades to required elevations within the following tolerances: 1. Lawn or Unpaved Areas: Plus or minus 1 inch(25 mm). 2. Walks: Plus or minus 1 inch(25 mm). 3. Pavements: Plus or minus 1/2 inch(13 mm). C. Grading inside Building Lines: Finish subgrade to a tolerance of 1/2 inch (13 mm)when tested with a 10-foot(3-m)straightedge. 3.14 SUBBASE AND BASE COURSES A. Place subbase and base course on subgrades free of mud. B. On prepared subgrade,place subbase and base course under pavements and walks as follows: 1. Shape subbase and base course to required crown elevations and cross-slope grades. 2. Place subbase and base course 6 inches (150 mm) or less in compacted thickness in a single layer. 3. Place subbase and base course that exceeds 6 inches (150 mm)in compacted thickness in layers of equal thickness,with no compacted layer more than 6 inches (150 mm)thick or less than 3 inches(75 mm)thick. 4. Compact subbase and base course at optimum moisture content to required grades, lines, cross sections, and thickness to not less than 95 percent of maximum dry unit weight according to ASTM D 698. EARTHWORK 02300- 6 STORMWATER REPAIRS TO WHITTED BUILDING HILLSBOROUGH,NC 03/26/13 C. Pavement Shoulders: Place shoulders along edges of subbase and base course to prevent lateral movement. Construct shoulders, at least 12 inches(300 mm)wide, of satisfactory soil materials and compact simultaneously with each subbase and base layer to not less than 95 percent of maximum dry unit weight according to ASTM D 698. 3.15 DRAINAGE COURSE A. Place drainage course on subgrades free of mud. B. On prepared subgrade, place and compact drainage course under cast-in-place concrete slabs- on-grade as follows: 1. Place drainage course 6 inches(150 mm)or less in compacted thickness in a single layer. 2. Place drainage course that exceeds 6 inches(150 mm)in compacted thickness in layers of equal thickness,with no compacted layer more than 6 inches (150 mm)thick or less than 3 inches(75 mm)thick. 3. Compact each layer of drainage course to required cross sections and thicknesses to not less than 98 percent of maximum dry unit weight according to ASTM D 698. 3.16 FIELD QUALITY CONTROL A. Testing Agency: Owner will engage a qualified independent geotechnical engineering testing agency to perform field quality-control testing. B. Allow testing agency to inspect and test subgrades and each fill or backfill layer. Proceed with subsequent earthwork only after test results for previously completed work comply with requirements. C. Footing Subgrade: At footing subgrades, at least one test of each soil stratum will be performed to verify design bearing capacities. Subsequent verification and approval of other footing subgrades may be based on a visual comparison of subgrade with tested subgrade when approved by Architect. D. Testing agency will test compaction of soils in place according to ASTM D 1556, ASTM D 2167, ASTM D 2922, and ASTM D 2937, as applicable. Tests will be performed at the following locations and frequencies: 1. Paved and Building Slab Areas: At subgrade and at each compacted fill and backfill layer, at least 1 test for every 2000 sq. ft. (186 sq. m) or less of paved area or building slab,but in no case fewer than 3 tests. 2. Foundation Wall Backfill: At each compacted backfill layer, at least 1 test for each 100 feet(30 m)or less of wall length,but no fewer than 2 tests. 3. Trench Backfill: At each compacted initial and final backfill layer, at least 1 test for each 150 feet(46 m)or less of trench length, but no fewer than 2 tests. E. When testing agency reports that subgrades, fills, or backfills have not achieved degree of compaction specified, scarify and moisten or aerate, or remove and replace soil to depth required;recompact and retest until specified compaction is obtained. EARTHWORK 02300- 7 STORMWATER,REPAIRS TO WHETTED BUILDING HILLSBOROUGH,NC 03/26/13 3.17 PROTECTION A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep free of trash and debris. B. Repair and reestablish grades to specified tolerances where completed or partially completed surfaces become eroded, rutted, settled, or where they lose compaction due to subsequent construction operations or weather conditions. I Scarify or remove and replace soil material to depth as directed by Architect; reshape and recompact. C. Where settling occurs before Project correction period elapses, remove finished surfacing, backfill with additional soil material,compact,and reconstruct surfacing. 1. Restore appearance, quality, and condition of finished surfacing to match adjacent work, and eliminate evidence of restoration to greatest extent possible. 3.18 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Disposal: Remove surplus satisfactory soil and waste material, including unsatisfactory soil, trash, and debris, and legally dispose of it off Owner's property. END OF SECTION 02300 EARTHWORK 02300- 8 _L33,V.Ls 73SSVH *N 4; CAS IR 11 [#Jill loll I till ti * I Jill Orange County Whitted Building Drainage TEepairs Hillsborough,N(*h CMIM fh r.r.rig. . " •w • . . . a 41 tE us CORLEY REDFooT ZACK z; 2), 4; CAS IR 11 [#Jill loll I till ti * I Jill Orange County Whitted Building Drainage TEepairs Hillsborough,N(*h CMIM fh r.r.rig. . " •w • . . . a 41 tE us CORLEY REDFooT ZACK REAC710M BEARING AREAS FOR t ,1 aer,oKbrs HORIZONTAL WATER PIKE BENDS I A. . +/ 4 if E ,i�ee�./®P� � roe�u�owrma� raannnw kjm/\ r 91 IODINE, Y y " �aawur w.Yr#\\ Ippf a I `ussIU�IN AwipR W ww��W.Ml'fA.IM 1��@y� awsM lwwc ew,�arwaw!{Mlw�c ` t-�IIt lliM�lMt�.�K NAB b •� a-Nxr a.Yt rrw aumiaFW wt��aW �p� lao�A°A .. .-MwMNIbM'aR 1Nlw pr b'worwnrambbmnM a Y! Ar1(.9s/[xbb KltKwaMYllt llr�fAN11b��YRg4lYSw � Yrr dw�Ir.ww....Y►r�wMwr 1 p f W01 �R IaIC A�MbIC1Y'1 M Ibbwllt M fMM MIYL�w MNMMfAOYRIYt Mw'IpICYR 1-NC[I[llN bw'J-f'Ib!'M hC10b IYP MZ y ��� w�. L�Y M.Yr lili�Y!Ma. 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MIN WIDR a INVERT (FOR AA f2^SHTO H.2, ACCORDING TO PLANS/7-AlCEOFF ADAPTER ACCOA pew �S AAstITO 8NG TO PLANS CONCRETE -25 8'M)N SL48 7H/CK VARIOUS TypESOFW (ADS N 12 Aj)S E:S 30^Fes&OUn T ADAp SDR 35 g�S SINGLE WALL R CORRUGATED HERS VAR14BLE SUMP DEP H 40 D4}+�CORRUGAm ECOR DU HDPE 4'MIN ON 8^ ACCORDING 70 PLANS $RB pt;� 6'MIN 24" (6""AlONB^.24d ON 30^ .10^M►N ON 3p� IV (CORK? G�JO/Nt HDPESHOWN) BACKFILL SIDE OFS RUCRIALSELOWANOTO A CLASS I 0 TURE S R 11 CRUSHED S ONE ORt D2321 COMPq� �j�A NIFORMLyIN i2`L RAVEL ft MIN OF90Y FTS AND A PART# 2-s "GRATES/so 8' 70", UD CO 280SAG C'RgTE0PtI0NS X 12'815'Fj gMESS"FRAA�1ESSfUt1L8 EDUCTILEIRONPERAS 10" � SOW A PART# $p N BASIN To Be C S gE CASTIRON PEq �IRON P 1 GRADE 2870AG "OR CORRUGATED OMMMUFACTURED�A 48.83CLLASTMA53@GRgpETpST�DOS 12" is 18' 281 GRATE OP CORRU STUBJOi 2 @i?qG Wry 8AG sta 110NS @ FOR CO GATED HDPE NT TIGHTNE ACCORDING Tp 1@ 2 @15gG i0 a1e o D ro 24' 2824AG xto y D 7 TOORD RC4�D%GN�pR CORDUALWA aCONFORM DETAILS Aasxroµ� � EBC 800.821-@710 UCrBVFORI�MA�ON•IOPD3212 oxaonRO us�rro TER/AL nasttt � 2@30AG NIA tto � DATE 1-23^OS LASTUS�� nasytoH,� APPDgy CJA DATE 206 PR�ECTNO/NgIyE ` H RD,GNA�& f ►�2 DWGSLZ 7 A s nnE 3'Ica► as! (770)932-2490 � Nrs DRAIN 7 oP 1 QU N R48M OM ; DWG 1CKSPECpUSTgtigRDAR 7001.110.144 REy A ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) TM 06/04/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NA ME. Faison Wade S. Dunbar Agency, Inc. (A/C.o Ext: 919.532.3131 (AIC,No):919.532.3130 7951 Monument Lane, Ste 120 - IL ADDRESS: Raleigh, NC 27615 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA: Union Insurance Company 25844 INSURED L A Downey & Son, Inc. INSURERB: Great American Insurance Company PO Box 1688 INSURER C: Rockhill Insurance Company Durham, NC 27702-1688 INSURERD: Firemen's Insurance Company of Washington I INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 12/13 Master w/ 13-14 WC REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER (MM/DD (MMIDD/MY) LIMITS GENERAL LIABILITY CPA01258304 08/31/2012 08/31/2013 EACH OCCURRENCE $ 1,000,00 X COMMERCIAL GENERAL LIABILITY $0 DE PREMISES(Ea occurrence) $ 100,000 CLAIMS-MADE FX] OCCUR MED EXP(Any one person) $ 10,000 A X Pollution Li abi 1 i t RCPLE0039210 05127/2013 05/27/2014 PERSONAL&ADV INJURY $ 1,000,000 X Rockhill Insurance GEN AGG: $4,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: EA CON POLLUTION LM PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY JEOT LOC $4,000,00 $L)SINGLE LIMI 1 AUTOMOBILE LIABILITY CAA01258294 08/31/2012 08/31/2013 (Ea accident) $ 1,000,00 X ANY AUTO $250/$500 DE BODILY INJURY(Per person) $ A ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED DAMAGE $ HIRED AUTOS X AUTOS (Per accident) X UMBRELLA LIAB Al OCCUR CPA0125830 08/31/2012 08131/2013 EACH OCCURRENCE $ 6,000,00 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 6,000,000 DDIED X RETENTION$ $ WORKERS COMPENSATION WCA425171 01/07/2013 01/07/2014 AND EMPLOYERS'LIABILITY TORY LIMITS ER A F ANY PROPRIETOR/PARTNERIEXECUTIV�Y/N $0 DE E.L.EACH ACCIDENT $ 11000,000 D OFFICERIMEMBER EXCLUDED? U N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 Build Risk/Inst Floater IMP17854831 12/01/2012 12/01/2013 $1,000,000 per location B Leased/Rented Equipment $200,000 any one occurrence $1,000 Ded DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) roject: R E Whitted Building: Stormwater Repairs sset Management Services and Orange County are listed as additional insured on the general liability and auto liability policy. A 30 day written notice of cancellation will be given to the certificate older except for 10 day notice of nonpayment of premium. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Asset Management Services AUTHORIZED REPRESENTATIVE 131 W Margaret Lane �G Hillsborough, NC 27278 Scott Trachtenberg/BF ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD COMMERCIAL GENERAL LIABILITY CLCG3012D511 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED ~ OWNERS, LESSEES, OR CONTR����������� �����U ���� ������U��� �������� -~ ACTORS"�"�^=~ . =~"�~° ~°�°.°.. =�~~ " =�=~ OPERATIONS~ .~~v��� ����� ��.�"-v���� �����U���K�~ ������ ����� ������U����� K� �~����������8��� �"�� " =°��"�� ~ "~� ~� " �� " ~°�� °"� �=~"� "~~��w~°""�~-== ""° �^~=��~� " °�~°�� " "��"= ��������U������� ��U���� "���UU AGREEMENT WITH" " " ���~ This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section 11 ~ Who is An Ummamad is amended to 3' The insurance provided to the additional include as on additional insured any person or insured by this endorsement and by organization, but only when: paragraph f. of the definition of "insured 1. You have agreed in vvhdng in a contract or contract" under DEFINITIONS (Section h'), agreement that such person or organization as amended by this endorsement, does not un be added oson additional insured onyour apply 10 "bodily injury" or"property damage" � policy except for a contractor/project beyond e�� � manager or owner ofaconstruction project m. The effective date of any deletion o[ in which you are involved that im included in any removal of, or any non-continuance a "consolidated (wrap-up) insurance of, this additional insured endorsement program"; and from this policy, or 2. Such written contract or written agreement b. The period of time required by the written has been executed prior to the"bodily injury" contract or written agreement. or"property domnge" B. The insurance provided tu the additional insured by this endorsement infu�her limited aofuUmwa: 4. The insurance provided 0o the additional insured does not apply 0o "bodily injury" or 1. That person or organization ioonadditional "property damage" arising out of an insured only for liability for "bodily injury" or nrohitect'o, engineer's or surveyor's having "property damage": rendered or having failed 10 render any a. Due to your negligence and upeuifioo||y professional *ervioen, inc|uding, but not ' caused by "your work" for the additional limited oma| insured which is the subject of the a. The prapanation, approval or the failure written contract or agreement; and to prepare or approve mape, shop drawings, pinions. reports, surveys b. Included within the "pruduots-oomp|ntod field orders, change ondeorders o' drawing- ` operations hazard" . and specifications;or 2. The Limits of Insurance applicable to the b. Supervisory, inepocion, architectural or additional insured one those specified in the engineering services. written contract or written ognoemont, or in the Deo|anoUuno of this pw|ioy, whichever is C. With respect tothe coverage provided under this less. These Limits of Insurance are endorsement, SECTION I%' - COMMERCIAL inclusive of, and not in addition to, the Limits GENERAL LIABILITY CONDITUONS, is of Insurance shown in the Declarations amended aufollows: f. The following is added to the Duties In The Event ofOccurrence, Offense, Claim or Suit Condition: CL CO;20 12 05 11 Includes copyrighted material nf Insurance Services Office, Page 1 of with its permission _ ----� Aua condition precedent to coverage and/or (1) The total amount that all such dehenae, an additional insured under this other insurance would pay for endorsement must give us as soon as the |oaa in the absence of this practicable notice ofan "oouunenoa^ which insurance; and may result in a claim or "suit" under this (2) The total of all deductible and insurance. self-insured amounts under all 3. Paragraph 4.h. of the Other Insurance that other insurance. Condition is deleted and nyp\aood with the We will share the remaining }osn, if following: any, with any other insurance that is 4. Other Insurance not described in this Excess Insurance provision and was not b. Exoeso |nsuranue bought specifically to apply in This insurance is excess over any excess of the Limits of Insurance other insurance available to the shown in the Declarations of this additional insured whether pdmary. Coverage Part. exoesu, contingent oron any other O. With respect to the coverage provided under basis unless you and the additional this endorsement, SECTION V ' DEFINITIONS: insured have agreed in writing in is changed anfollows: contract or agreement that this insurance be primary to the i~ The definition of "insured contract" is additional ineurod's own coverage. changed by replacing paragraph t of that VVhen* required by such written definition with the following: contract or agneement, we will treat "Insured contract"means: any other primary liability insurance f That part of any other contract or mvmi|ob|o 0o that additional insured ' agreement pertaining to your business for products/completed operations (including on indemnification of a with respect to your work for that municipality in connection with work person or organization os excess bz performed for a municipality) under this insurance. However, this which you assume the tort liability of inaunance, in all msoea, will be another party to pay for"bodily injury"or excess over any other insurance 0o .,property d o" to a third person or which that person or organization organization, provided the "bodily injury" has been added as on additional or "property damage" is oal|y insured byendorsement. caused by "your work" and included in the ^producto'uomp\eted operations When this insurance is *x«ese. w� hazard". Tort liability means a liability additional no duty 0u defend the that would be imposed by law in the if any other insurer has a duty to additiono| insured mgminotany ^uui�' obuan----ofonynontnaotoregreemenL defend the additional insured Paragraph f. does not include that port of against that "suit." If no other any contract nragreement: insurer d*h*ndo, we will undertake (1) That indemnifies a railroad for to dm ou, but we will be entitled to "bodily injury" or "property damage" the additional inuured'u rights arising out of construction or against all those other insurers. demolition operations, within 50 feet When this insurance io excess over of any railroad property and other insurance,ve will pay only our affecting any railroad bridge or share of the amount of the \nso' if �eet|m' tracks, road-beds, tunne|, any,that exceeds the sum of: underpass orcrossing; Page of Includes copyrighted material of Insurance Services Office, CIL CG 2012 0511 with its permission (2) That indemnifies an on:hdeoL engineer E. This endorsement does not provide coverage for or surveyor forirjuryordamagearising liability from the sole negligence ofthe out of: additional insured. (a) Pvepahng, approving, or failing to prepare or approve, mopu, shop dnawinQa, opinions, nopodo, surveys, field orders, change orders nr drawings and specifications;or (h) Giving directions or inmtruotions, or failing 0u give them' if that is the primary cause of the injury or damage; or (3) Under which the inounod, if an arohbect, engineer or surveyor, assumes liability for an injury or damage arising out ofthe inouvod'a rendering or failure to render professional uemioon, including those listed in (2) above and supervimnry, inspection, architectural or engineering 2' The following definition is added : "Consolidated (wnap-up)insurance program" means a conotnuction, erection or demolition project for which the phmecontrectur/pnoject manager or owner of the construction project has secured general liability insurance covering some or all of the contractors or subcontractors involved inthe project, otherwise referred to as an Owner Controlled Insurance Program (O.C.|.P.) or Contractor Controlled Insurance Program (C.C|.P.) CL CG 2012¢511 Includes copyrighted material uf Insurance Services Office, Page 3mf 3 with its permission