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Agenda - 04-01-2014 - 7a
1 ORANGE COUNTY BOARD OF COMMISSIONERS ACTION AGENDA ITEM ABSTRACT Meeting Date: April 1, 2014 Action Agenda Item No. 7-a SUBJECT: Rogers-Eubanks Neighborhood Association Community Center Construction Bid Award DEPARTMENT: Asset Management Services, PUBLIC HEARING: (Y/N) No Finance and Administrative Services ATTACHMENT(S): INFORMATION CONTACT: 1) Presentation Jeff Thompson, (919) 245-2658 2) Certified Bid Tabulation Clarence Grier, (919) 245-2453 3) Construction Agreement David Cannell, (919) 245-2651 PURPOSE: To: 1) Award a bid to Riggs-Harrod Builders, Inc. of Durham, North Carolina in the amount of $552,488 for the construction of the Rogers Eubanks Neighborhood Association Community Center; 2) Authorize the Chair to sign the necessary paperwork upon final approval of the County Attorney; and 3) Authorize the County Manager to execute change orders for the project up to the project budget. BACKGROUND: On April 9, 2013 the Board approved schematic plans and authorized the Manager to generate construction documents, solicit bids and award the construction bid for the Rogers Eubanks Neighborhood Association ("RENA") Community Center up to the authorized budget of $650,000 during the summer break. On September 17, 2013 Orange County held a public bid opening for the RENA Community Center. Seven firms submitted bids that were all substantially over budget. Patric LeBeau, the project designer with Perkins + Will, worked closely with County staff to complete a full re-design of the project that could be constructed within the FY2012-13 Board appropriated capital project budget. The design maintains the facility's 4,000 square feet while incorporating more standard architectural and engineering features. These standard elements maintain a durable, reliable, useful facility while lowering construction costs. Significant re-designed elements include: 1) a more efficient and compact site that eliminates site work; 2) a more conventional structure and 2 roof design; 3) more conventional heating and cooling systems; and 4) standard building materials and components such as windows, exterior siding, and kitchen equipment. Attachment 1, "Presentation", illustrates the main components and renderings of the facility design. Mr. Lebeau will present during the meeting to provide an overview of the design to the Board and answer questions. Competitive bids from ten (10) firms were opened on March 13, 2014. After a period of review of the bid documents by County staff and the project designer, Riggs-Harrod Builders, Inc. of Durham, NC was determined to be the lowest responsive, responsible bidder for this project (see Attachment 2, "Certified Bid Tabulation"). Attachment 3, "Construction Agreement", is the document prepared by the County Attorney that will govern the project if and when the Board authorizes the Chair to sign the Agreement. Should the Board of County Commissioners award the bid, the projected construction period is eight (8) months. Depending upon construction progress, management of unforeseen conditions and the facility commissioning process, the center may be available before the end of the 2014 calendar year. Both the Ground Lease with Habitat for Humanity and the Operating Agreement with the Rogers Eubanks Neighborhood Association have been approved by the Board of County Commissioners. FINANCIAL IMPACT: The BOCC has approved $650,000 for this project as part of the FY2012-13 Capital Investment Plan. Expenditures for this project are as follows: Construction Materials Testing Services $37500 Construction $5527488 Owner Costs — Site, Furniture, Kitchen $337900 Equipment Cabinet Owner Costs — Orange Water and Sewer $507103 Authority Utility Connection Fees Owner Contingency and Unforeseen Conditions $207000 Total $650,000 RECOMMENDATION(S): The Manager recommends the Board: 1) Award a bid to Riggs-Harrod Builders, Inc. of Durham, North Carolina in the amount of $552,488 for the construction of the Rogers Eubanks Neighborhood Association Community Center; 2) Authorize the Chair to sign the necessary paperwork upon final approval of the County Attorney; and 3) Authorize the County Manager to execute change orders for the project up to the project budget. Attachment 1 1 Ad i U#i I a NOM Z, DEVI, 4 Area Locator RENA Community Center Landscape Schematic Design 201401.13 Edgar Sreel Pueroy D" eom furYing T-1- Asphalt Decorotl- Grovel poviMj ftflaR Oak ioropatclum cb'honWRa by' Bike Rocks Jasrir— nucnnm CIP C—fe Dncorof— Cwovel poM g Decorallve Grovel povirg LH' '61 T P E R K I N S +WILL 6 Rogers Road F Community Center ez" I Orange Coun , 7 ty 1 F1 M ---------- -- I IV, _vo --- — ------------ -- — -- V Q)j W IT e4 iN 17 i .r. _ _ -I IIh _jT I LJ L-L] L] L1 I I I I --- --- .--- j=1LAN_ w FLOOR MAN CL>1- A-01 L77, 77 M, > ul ,f SOUTH ELEVATION VnST ELEVATION rn CS ----- . ..... ar+rrx welt P E R K I N S RENA Community Center Orange County x ELEVAIMM AZ4 1-11--, rA PeTli.."ill .., P E R KI NS +W LL RENA Community Center Orange County 'j- �vf J- .,TTT 17 NORTH ELEVATION A-05 « aw+ xt� r r .fir f « 1© Attachment 2 BID TABULATION ORANGE COUNTY BID NUMBER 367 -292 RENA COMMUNITY CENTER - REBID MARCH 13, 2014; 2:00 PM All Bids above were received on time by 2:00 pm March 13, 20014. They have been validated and are hereby certified as acceptable. 11 \��1111I1111►f�7j �R\c L E � P �auumrq i G Patric le Beau, AIA - Perkins +Will = 120 = _- 2014.03.18 Z LICENSE # BID ADDENDUM SAFETY ALT G3- Concrete NAME OF BIDDER BOND 1, 2, 3 MBE INFO E- VERIFY BASE BID Drive Total Bid Amount Riggs- Harrod Builders, Inc., 1117 East Geer St., Durham, NC 27707 18667 X X X X X $ 544,328.00 $ 8,160.00 $ 552,488.00 M &R Associates of Sanford, INC, Inc., 3484 Cameron Dr., Sanford, NC 27332 32794 X X X X X $ 560,000.00 $ 8,000.00 $ 568,000.00 L.A. Downey & Son, Inc., P.O. Box 1688, Durham, NC 27702 1774 X X X X X $ 572,535.00 $ 12,908.00 $ 585,443.00 Central Builders Inc., of Mebane, P.O. Box 400, Haw River, NC 27258 4176 X X X X X $ 590,000.00 $ 7,600.00 $ 597,600.00 David Hill Builders, Inc., P.O. Box 6050, Mt. Airy, NC 27030 32728 X X X X X $ 595,000.00 $ 11,525.00 $ 606,525 00 Burney & Burney Construction, Inc., P.O. Box 340, Greenville, NC 27835 30238 X X X X X $ 60S,00000 $ 9,400.00 $ 614,400 00 S &S Building and Development LLC, 612 Industrial Avenue, Greensboro, NC 27406 61690 X X X X X $ 599,700.00 $ 16,200.00 $ 615,900.00 DanCo Builders, Inc., 2475 Hurt Dr., Rocky Mount, NC 27804 23259 X X X X X $ 626,000.00 $ 4,275.00 $ 630,275.00 W.C. Construction Co., LLC, P.O. Box 25051, Winston - Salem, NC 27114 63557 X X X X X $ 629,800.00 $ 12,500 00 $ 642,300.00 Southeastern Properties and Development Co., 2505 Dalrymple St., 65299 Sanford, NC 27332 X X X X X $ 637,197.00 $ 9,821.00 $ 647,018.00 All Bids above were received on time by 2:00 pm March 13, 20014. They have been validated and are hereby certified as acceptable. 11 \��1111I1111►f�7j �R\c L E � P �auumrq i G Patric le Beau, AIA - Perkins +Will = 120 = _- 2014.03.18 Z Attachment 3 12 [Departmental Use Only] TITLE RENA Community Center NORTH CAROLINA FY FY2012-13 ORANGE COUNTY CONSTRUCTION AGREEMENT OVER$250,000.00 THIS CONSTRUCTION AGREEMENT(hereinafter called "Agreement"), made as of the 1st day of April, 2014, by and between Riggs-Harrod Builders, Inc., (hereinafter called the "Contractor"), and Orange County, a body politic and a political subdivision of the State of North Carolina, (hereinafter called the "Owner"). WITNESSETH: That the Contractor and the Owner,for the consideration herein named, agree as follows: I. CONTRACT DOCUMENTS; PRIORITY The Contract Documents consist of this Agreement, the General Conditions which are fully incorporated in this Agreement, the Request for Proposals, designer approved communications and/or field orders, the Proposal, Construction Documents and Drawings and Written Specifications. The Contract Documents form the Contract. In the event of any inconsistency between or among the Contract Documents the Contract Documents shall be interpreted in the following order of priority: a. This Agreement with incorporated General Conditions. b. Designer approved and stamped construction documents and drawings and written specifications. c. Designer approved communications and/or field orders. d. Request for Proposals and addenda thereto. e. Proposal. 2. SCOPE OF WORK The Contractor shall furnish and deliver all of the materials, and perform, and be fully responsible for all of the Work required by this Agreement within the time period stipulated in a written Notice-to-Proceed to be executed by the Contractor and Owner and in accordance with the following enumerated documents, which are made a part hereof as if fully contained herein: a. Construction Drawings prepared by Perkins+Will Architects (Sheet Index, General Specifications Contents, and Addendums 41,42, and#3 described in Attachment 1 dated 2-14- 2014 for addendum#1;3-5-2014 for addendum 42;and 3-7-2-14 for addendum 43) b. Written specifications prepared by the Designer. c. Contractor Bid proposal dated March 13, 2014 described in Attachment 2 which fully describes the work to be performed,such work(hereinafter called the"Work"). j d. Related documents listed under Section 2 above. Revised 1/14 13 3. TERM AND SCHEDULING a. The Contractor agrees to commence work pursuant to the written Notice-to Proceed. b. The Contractor agrees to complete substantially all Work included by November 30,2014. c. Time is of the essence with respect to all dates specified in the Contract Documents as Completion Dates. d. The Contractor shall perform the Work in the time, manner and form required by the Contract Documents and as stipulated in a written Notice-to-Proceed to be executed by the Contractor and Owner. 4. STANDARD OF CARE AND DUTIES OF CONTRACTOR a. The Contractor shall exercise reasonable care and diligence in performing the Work in accordance with the generally accepted standards of this type of Contractor practice throughout the United States and in accordance with applicable federal, state and local laws and regulations applicable to the performance of these services. Contractor is solely responsible for the professional quality, accuracy and timely completion and/or submission of all work. b. The Contractor shall not load or permit any part of the Work to be loaded with a weight that will endanger its safety, intended performance or configuration. c. Contractor shall be responsible for all Contractor, Subcontractor, and Sub-subcontractor errors or omissions, in the performance of the Agreement together with the errors and omissions of any agent or employee of the Contractor or any Subcontractor or Sub-subcontractor. Contractor shall correct any and all errors, omissions, discrepancies, ambiguities, mistakes or conflicts at no additional cost to the Owner. d. Contractor is an independent contractor of Owner. Any and all employees of the Contractor engaged by the Contractor in the performance of any work or services required of the Contractor under this Agreement, shall be considered employees or agents of the Contractor only and not of the Owner, 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 Contractor. e. Contractor agrees that Contractor, 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 Contractor's services under this Agreement. f. If activities related to the performance of this Agreement require specific licenses, certifications, or related credentials Contractor 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. g. The Contractor shall supervise and direct the Work efficiently and with the Contractor's best skill and attention. Except as specifically set forth in the Contract Documents the Contractor shall be solely responsible for the means, methods, techniques, sequences and procedures of construction, and for safety precautions and programs in connection with the Work. The Contractor shall be responsible to see that the finished Work complies accurately with the t Revised 1/14 2 14 Contract Documents. h. The Contractor shall appoint a competent Project Manager with general authority to manage the Project for the Contractor. The Contractor shall also keep on the Project at all times during the Work of the Contractor a competent Resident Superintendent and necessary assistants who shall not be replaced without prior written approval by the Designer or by the Owner if a Designer is not retained for the Project. r I i. If, in the opinion of the Designer, any Subcontractor on the Project is incompetent or otherwise unsatisfactory, such Subcontractor shall be replaced by the Contractor with no increase in the Contract Price if and when directed by the Designer. j. The Contractor shall attend all progress conferences and all other meetings or conferences. The Contractor shall be represented at these progress conferences by a representative having the authority of the Project Manager and by such other representatives as the Designer may direct. k. Costs and expenses of providing samples for and assistance in any testing shall be borne by the Contractor. Any Work in which untested materials are used without approval or written permission of the Owner and/or Designer shall be removed and replaced at Contractor's expense. 5. PAYMENT&TAXES a. The Owner hereby agrees to pay to the Contractor for the faithful performance of this Agreement, and the Contractor hereby agrees to perform all of the Work for a sum not-to- exceed Five Hundred Fifty Two Thousand Four Hundred Eighty Eight Dollars ($552,488). Not later than the fifth (5th) day of each calendar month the Contractor shall submit to the Owner's Representative, generally the Designer if a Designer is retained on the Work, a Request for Payment for work done during the previous calendar month. (i) The Request for Payment shall be in form of a standardized invoice or AIA Document G702-703 appropriately addressed to Owner's Representative at PO Box 8181, Hillsborough NC 27278 and shall show substantially the value of work done during the previous calendar month. (ii) The amount due for payment shall be ninety-five percent (95%) of the value of work completed since the last Request for Payment and this amount shall be paid by the Owner on or before the last business day of the month. Owner shall retain five percent (5%) (the"Retainage"). (1) Upon Owner's Representative's certification that fifty percent (50%) of the Work has been satisfactorily completed Retainage shall be reduced to two and one half percent(2%2%). (2) Upon Owner's Representative's certification that ninety percent (90%) of the Work has been satisfactorily completed Retainage may be discontinued. Retainage may be discontinued, at Owner's Discretion, so long as work continues to be completed satisfactorily and on schedule. i Revised 1/14 3 15 (iii) Final payment shall not be due to the Contractor until thirty (30) days after Final Completion of the Work, including punch list work, has been satisfactorily completed and an appropriate Affidavit, Indemnification, and Release as required in Section 8(d) below has been received by Owner. b. Should Owner reasonably determine that Contractor has failed to perform the Work related to a Request for Payment, Owner, at its discretion may provide the Contractor ten (10) days to cure the breach. Owner may withhold the accompanying payment without penalty until such time as Contractor cures the breach. (i) Should Contractor or its representatives fail to cure the breach within ten (10) days, or fail to reasonably agree to such modified schedule, Owner may immediately terminate this Agreement in writing, without penalty or incurring further obligation to Contractor. (ii) This section shall not be interpreted to limit the definition of breach to the failure to perform the Work related to a Request for Payment. c. The Contractor has included in the Contract Price and shall pay all taxes assessed by any authority on the Work or the labor and materials used therein. It shall be the Contractor's responsibility to furnish the Owner documentary evidence showing the materials used and sales and use tax paid by the Contractor and each of its subcontractors. d. Should the Owner receive notice that the Contractor has failed to pay a Subcontractor for the Work performed related to a Request for Payment, Owner shall have the authority to withhold payment of the disputed amount until parties resolve their dispute. Failure to pay the Contractor pursuant to this section of the Agreement shall not be deemed to be a breach of the Agreement. 6. NON—APPROPRIATION a. Contractor acknowledges that Owner 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. b. In the event that public funds are unavailable and not appropriated for the performance of Owner's obligations under this Agreement, then this Agreement shall automatically expire without-penalty to Owner immediately upon written notice to Contractor of the unavailability and non-appropriation of public funds. It is expressly agreed that Owner 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. c. In the event of a change in the Owner's statutory authority, mandate and/or mandated functions, by state and/or federal legislative or regulatory action, which adversely affects Owner's authority to continue its obligations under this Agreement, then this Agreement shall automatically terminate without penalty to Owner upon written notice to Contractor of such limitation or change in Owner's legal authority. 7. NOTICES Any notice required by this Agreement shall be in writing and delivered by certified or registered mail, return receipt requested to the following: Revised 1/14 4 i 16 Owner: Contractor: Orange County Riggs-Harrod Builders, Inc. Attn: Jeff Thompson 1117 East Geer Street P.O.Box 8181 Durham,NC 27707 Hillsborough,NC 27278 8. MISCELLANEOUS a. Duties and Obligations imposed by the Contract Documents shall be in addition to any Duties and Obligations imposed by state,federal or local law,rules,regulations and ordinances. b. No act or failure to act by the Owner or Contractor shall constitute a waiver of any right or duty granted them under the Contract Documents, nor shall any act or failure to act constitute any approval except as specifically agreed in writing. c. The Work shall be tested and inspected as required by the Contract Documents and as required by law. Unless prohibited by law the costs of all such tests and inspections related to state and federal codes such as ADA, Administrative, Electrical, Plumbing, Mechanical and Building Codes shall be borne by the Contractor. The costs for material and structural testing shall be conducted by an independent third party at the expense of the Owner. Delays related to any of the aforementioned tests and inspections shall not be grounds for delaying the completion of the work. If any such tests and inspections reveal deficiencies in the Work such that the Work does not comply with terms or requirements of the Contract Documents and/or the requirements of any code or law the Contractor is solely responsible for the cost of bringing such deficiencies into compliance with the terms of the Contract Documents and/or any code or law. d. Should the Designer, if a Designer is retained for the project involving the Work, or Owner reject any portion of the Work for failing to comply with the Contract Documents Contractor shall immediately, at Contractor's expense, correct the Work. Any such rejection may be made before or after substantial completion. If applicable, any additional expense borne by the Designer under this section shall be paid at Contractor's expense. e. The Contractor shall not assign any portion of this Agreement nor subcontract the Work in its entirety without the prior written consent of the Owner. 9. CONSEQUENTIAL DAMAGES a. Owner and Contractor mutually waive any claim against each other for consequential damages. Consequential Damages include: (i) Damages incurred by Owner for loss of use, income, financing, or business. (ii) Damages incurred by Contractor for office expenses, including personnel, loss of financing, profit, income, business, damage to reputation, or any other non-direct damages. 10. ENTIRE AGREEMENT All of the documents listed, referenced or described in this Agreement,the written Notice-to-Proceed, together with Modifications made or issued in accordance herewith are the Contract Documents, and the work, labor, materials and completed construction required by the Contract Documents and all parts thereof is the Revised 1/14 5 j 17 Work. The Contract Documents constitute the entire agreement between Owner and Contractor. This Agreement may be amended only by written instrument signed by both parties. Modifications may be evidenced by facsimile signatures. If any provision of the Agreement shall be declared invalid or unenforceable,the remainder of the Agreement shall continue in full force and effect. [SIGNATURE PAGE TO FOLLOW] i Revised 1/14 6 18 IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the day and date first above written in a number of counterparts, each of which shall, without proof or accounting for other counterparts,be deemed an original contract. ORANGE COUNTY CONTRACTOR i Signature Signature Printed Name and Title Attest: Donna Baker, Clerk to the Board This instrument has been approved as to technical content. Jeff Thompson, Department Director This instrument has been pre-audited in the manner required by the Local Government Budget and Fiscal Control Act. Office of the Chief Financial Officer This instrument has been approved as to legal form and sufficiency. Office of the County Attorney Revised 1/14 7 I 19 Attachment 1 Rogers Eubanks Neighborhood Association Construction Documents SHEET INDEX 01-General G-01 COVER SHEET& DRAWING INDEX 2014.01.20 G-02 ARCHITECTURAL ABBREVIATIONS,SYMBOLS, NOTES,AND PARTITION TYPES 2014.01.20 G-03 CODE COMPLIANCE DATA 2014.01.20 G-04 CODE COMPLIANCE DATA 2014.01.20 i LS-01 LIFE SAFETY 2014.01.20 02-Civil AS-01 ARCHITECTURAL SITE PLAN 2014.01.20 C-100 EXISTING CONDITIONS 2014.01.20 C-200 GRADING & EROSION CONTROL 2014.01.20 C-300 SITE WATER, SANITARY&STORM 2014.01.20 C-400 DETAILS 2014.01.20 C-401 DETAILS 2014.01.20 C-401.1 DETAILS 2014.01.20 C-401.2 DETAILS 2014.01.20 C-401.3 DETAILS 2014.01.20 C-402 DETAILS 2014.01.20 C-402.1 DETAILS 2014.01.20 C-403 DETAILS 2014.01.20 C-404 SPECIFICATIONS 2014.01.20 C-40S SPECIFICATIONS 2014.01.20 C-406 SPECIFICATIONS 2014.01.20 03-Landscape 1-1.00 LAYOUT& MATERIAL PLAN 2014.01.20 i L2.00 PLANTING PLAN 2014.01.20 i 20 L2.01 PLANTING DETAILS&SPECIFICATIONS 2014.01.20 L3.00 DETAILS&SPECIFICATIONS 2014.01.20 04-Structural S-01 STRUCTURAL GENERAL NOTES 2014.01.20 S-02 FOUNDATION PLAN 2014.01.20 S-03 ROOF FRAMING PLAN 2014.01.20 S-04 TYPICAL FOUNDATION DETAILS 2014.01.20 i S-05 TYPICAL WOOD DETAILS 2014.01.20 S-06 SECTIONS& DETAILS 2014.01.20 S-07 SECTIONS&DETAILS 2014.01.20 S-08 SPECIFICATIONS 2014.01.20 05-Architectural A-01 FLOOR PLAN 2014.01.20 A-02 REFLECTED CEILING PLAN 2014.01.20 A-03 FLOOR FINISH & FURNITURE PLAN 2014.01.20 A-04 ELEVATIONS 2014.01.20 A-05 ELEVATIONS 2014.01.20 A-06 BUILDING SECTIONS 2014.01.20 A-07 WALL SECTIONS& PLAN DETAILS 2014.01.20 A-08 DOOR&WINDOW SCHEDULE 2014.01.20 A-09 SPECIFICATIONS 2014.01.20 A-10 SPECIFICATIONS 2014.01.20 A-11 SPECIFICATIONS 2014.01.20 A-12 SPECIFICATIONS 2014.01.20 07-Mechanical M-000 HVAC LEGEND,ABBREVIATIONS&GENERAL NOTES 2014.01.20 M-101 HVAC FLOOR PLAN 2014.01.20 i M-501 HVAC SCHEDULES 2014.01.20 j 21 08-Plumbing P-000 PLUMBING LEGEND, GENERAL NOTES&SCHEDULES 2014.01.20 P-001 PLUMBING SPECIFICATIONS 2014.01.20 P-002 PLUMBING SPECIFICATIONS 2014.01.20 P-003 PLUMBING SPECIFICATIONS 2014.01.20 P-004 PLUMBING SPECIFICATIONS 2014.01.20 P-101 PLUMBING FLOOR PLAN-WATER 2014.01.20 P-201 PLUMBING FLOOR PLAN -WASTE&VENT 2014.01.20 P-301 PLUMBING RISER DIAGRAMS 2014.01.20 P-601 PLUMBING DETAIL 2014.01.20 10-Electrical E-000 ELECTRICAL LEGEND,ABBREVIATIONS&GENERAL NOTES 2014.01.20 E-001 ELECTRICAL SPECIFICATIONS 2014.01.20 E-010 ELECTRICAL SITE PLAN 2014.01.20 E-101 ELECTRICAL POWER FLOOR PLAN 2014.01.20 E-201 ELECTRICAL LIGHTING FLOOR PLAN 2014.01.20 E-501 ELECTRICAL SCHEDULES 2014.01.20 E-601 ELECTRICAL DETAILS 2014.01.20 E-602 ELECTRICAL DETAILS 2014.01.20 E-603 ELECTRICAL DETAILS 2014.01.20 12-Fire Alarm FA-000 FIRE ALARM LEGEND,ABBREVIATIONS&GENERAL NOTES 2014.01.20 FA-101 FIRE ALARM FLOOR PLAN 2014.01.20 i i 22 Rogers Eubanks Neighborhood Association Construction Documents General Specifications Table of Contents ITEM Page(s) Copy of advertisement 3 Instructions to Bidders 5 General Conditions (this section includes its own table of contents) 9 Template Contract 55 Form of Performance Bond 62 Form of Payment Bond 64 Request for Substitution Form 66 *Form of Bid Bond 68 *Form of Proposal 69 *Orange County MBE/HUB Policy and forms 71 *Contractor's Safety Record Information 82 *E-Verify Affidavit 86 Construction Documents Separate pdf File *to be included in bid submittal i 23 C ' \ _ORANG k i Orange County f Financial Services Department ADDENDUM #1 February 14, 2014 Bid 367-292 RENA Community Center RE-ADVERTISEMENT - FOR ORANGE COUNTY, N.C. To all Vendors: Modifications to bid documents for the above named Request for Bids are made as follows and shall be included in the proposed amount. 1. Please note this is a re-advertisement. The plans/specs and project manual have changed. 2. A copy of the plan holders is available at http://www.co.orange.nc.us/purchasing/bids.asp and will be updated until bid opening. If you wish to be listed on that list please email dcannell(d,)orangecountync.gov with your company's information 3. See attached revised drawings. They replace the following sheets in the plans: C 300, 1-1.00, L2.00, L2.01 & L3.00 All other terms and conditions shall remain the same By: David E. Cannell, Purchasing Agent; dcannellPco.orange.nc.us — (919) 245-2651 You must acknowledge receipt of this (and all) addendum in the space provided on the form of proposal Company Name: 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 a \ ill T I I \ �I I , Ewt9G"P`L �I \� I / J ENNCLOD PROOF I/ I III EXISTINGI(n \E 1-/;_11 // +—+u �I Iy' �' - o - - - -- -- / _ - -OZS -� I II II � /__ -- c6 --:1Ur N s LVID9GPE Owo. ��� mrvwere oN VIII p�,�/ owwE�ANO r°a+ENOTew AYS eYOwNER Ic mm- 9UBGF -�o4 l THER I I I I 4. J�/ !i / / / - 3 GEOTE)MLE FILTER FABRICS PLACE BENEATH THE RIP RAP ANTICAPATED 25NR STORM ! QV..O X 8.19) III= AC.) Q .16 CFS 4- /L I IIII / / 4 % EXISTING TREELIKE ALTERNATE #1: TIE ROOF DRAINS TOGEjWFA ANDDAYUGHTAT TO E, SLOP ICI I III I ? ? D50-10' WIDTHS '- INSTALL � I RIP RAP TO kORM A LEVEL CHANINEI� GEOTE%TI�I.E.FlLTWER ABRIC SHALL PLACE BENEATH THE F�IP RAP OD{'JL� ANTICAPATED 25-YR STORM FLOW III I IIII \ \ QQ-qCLA .,B) (o.oz AG-r\ = l j l I I I I \ I I I I \\ PIN 9870548317 HABITAT FOR HUMANITY OR GE OU TY INC DB 3935/461 71 EL RECOMBINATION PLAT PEND17 I I goAWSe�NVICE I I , FIN 19Hm M100NDlEVAT10N 8190 1 / PIN 9870546310 / HABITAT FOR HUMANITY ORANG;CJ-311NTY INC I DB 3936/461 �PB 106/66 9 TREELINE I ISgNp I , II �i II I II IA II �m III I GI � .I z II DI I II m y C-) o II )ALL PAVEIAEM MAN6J099HN1 mMPLY Z D WT1Nm0T60RWG2 mUN1Y � STANDNiDe AVD9PEGFlGTWN9 � /Ll J py�,gpgµDM�0�9AN0�9PECIFlGTO�N.v AL TE#1: ANOOOFDPAINACE:Wril0Nr90UrIM£S, II e I9ff1§ E� 7ki 1� : � 0�11m < 15 PIIOPI�iI 9fi,Q„ OoHOT"W9E -Pc oDP er Ea mN iOe PiTio 0 IM"FpOOIN GNM 1mT911AaN eT : wTiEn IuE RBELOF MANWNY I (Fl z 9 IT o II 1a MmNP+� u NAIL II 522.44 '>•wr.Pwe r / - ro 519 S70RM MANHOLE ��SRI ANGL _= \� co / Pu pER Q LoGx�Dx "PP / RIM 519.53 `n —___ 1521 N - -__ \ 9iAnaN AuTero✓•Erv+vr INV IN 516.42 ii — I r 521 __ - -- \`5.�, WM \ \ /r °ON:i1P,ua �\ - - - - -- + INV OUT 516.�M12 J co EIP \._ --- - - - - -- S - -- r_- 9DxAm wmoNeex �e CN �..._...._�.../ "..�_, c♦�+" __ -_ -- _ ,116--- - - - --- �e+avEwATea MereavAU�i- - r- _- _ - -- -- SIDEWALK Qi w,,mW1f1 \ \\ SCALE: r= Ia - - - -- - ----- ------------------------ - - - - -- �w.9�--- --- - -- -- , - -- \ �,a Ia 29 �'- -- - -- WATERLINE PER PLAN - NOT AS -BUILT - NOT M ED BY NO O -C7 L -� - - - - - -- 8 IN DI WATERLINE ND SANrtAAY9EwFpeFAYlc® I CURB INLET ------ +oTOEe Vim. p��en END OF CURB ASPHALT INVERTS INACCESSIBLE INe>a9rN M.NHOIE. UNNNOwN) -- _ll-- --------- ---- --- --- --- - -- - -___- ��'�. ExlsrwosANmar - - - - - -- J seYRNM.ww� P U R E O Y DRIVE EXISTING WATERLINES IN PUREFOY DR NOT ------ - - - - -- EXISTING 60' PUBLIC R \W MARKED BY NO ONE CALL. WATERLINE IN EDGAR \ I -- ____ - - -- ST SHOWN PER CONSTRUCTION LAYOUT - -NOT IMH1 AS -BUILT LOCATION. --- ---- --- --------- ----=--= -J.� -- INV. 517= C9---=--___---_--__--_----_--_---_- _-- _- _- _-- _- _- _- __-----= ���bMN- 520 - - -T — I wvlN- 520.28 I j INV OUT - 520_19 I PERKINS -WILL RENA Community Center Orange County Ch.p.l H114 NC t MUL.KEY R.N.b,u S TRW SITE WATER, SANITARY,& STORM Sh..e C -300 II �i II I II IA II �m III I GI � .I z II DI I II m y C-) o II )ALL PAVEIAEM MAN6J099HN1 mMPLY Z D WT1Nm0T60RWG2 mUN1Y � STANDNiDe AVD9PEGFlGTWN9 � /Ll J py�,gpgµDM�0�9AN0�9PECIFlGTO�N.v AL TE#1: ANOOOFDPAINACE:Wril0Nr90UrIM£S, II e I9ff1§ E� 7ki 1� : � 0�11m < 15 PIIOPI�iI 9fi,Q„ OoHOT"W9E -Pc oDP er Ea mN iOe PiTio 0 IM"FpOOIN GNM 1mT911AaN eT : wTiEn IuE RBELOF MANWNY I (Fl z 9 IT o II 1a MmNP+� u NAIL II 522.44 '>•wr.Pwe r / - ro 519 S70RM MANHOLE ��SRI ANGL _= \� co / Pu pER Q LoGx�Dx "PP / RIM 519.53 `n —___ 1521 N - -__ \ 9iAnaN AuTero✓•Erv+vr INV IN 516.42 ii — I r 521 __ - -- \`5.�, WM \ \ /r °ON:i1P,ua �\ - - - - -- + INV OUT 516.�M12 J co EIP \._ --- - - - - -- S - -- r_- 9DxAm wmoNeex �e CN �..._...._�.../ "..�_, c♦�+" __ -_ -- _ ,116--- - - - --- �e+avEwATea MereavAU�i- - r- _- _ - -- -- SIDEWALK Qi w,,mW1f1 \ \\ SCALE: r= Ia - - - -- - ----- ------------------------ - - - - -- �w.9�--- --- - -- -- , - -- \ �,a Ia 29 �'- -- - -- WATERLINE PER PLAN - NOT AS -BUILT - NOT M ED BY NO O -C7 L -� - - - - - -- 8 IN DI WATERLINE ND SANrtAAY9EwFpeFAYlc® I CURB INLET ------ +oTOEe Vim. p��en END OF CURB ASPHALT INVERTS INACCESSIBLE INe>a9rN M.NHOIE. UNNNOwN) -- _ll-- --------- ---- --- --- --- - -- - -___- ��'�. ExlsrwosANmar - - - - - -- J seYRNM.ww� P U R E O Y DRIVE EXISTING WATERLINES IN PUREFOY DR NOT ------ - - - - -- EXISTING 60' PUBLIC R \W MARKED BY NO ONE CALL. WATERLINE IN EDGAR \ I -- ____ - - -- ST SHOWN PER CONSTRUCTION LAYOUT - -NOT IMH1 AS -BUILT LOCATION. --- ---- --- --------- ----=--= -J.� -- INV. 517= C9---=--___---_--__--_----_--_---_- _-- _- _- _-- _- _- _- __-----= ���bMN- 520 - - -T — I wvlN- 520.28 I j INV OUT - 520_19 I PERKINS -WILL RENA Community Center Orange County Ch.p.l H114 NC t MUL.KEY R.N.b,u S TRW SITE WATER, SANITARY,& STORM Sh..e C -300 PERKINS -WILL RENA Community Center Orange County Ch.p.l H114 NC t MUL.KEY R.N.b,u S TRW SITE WATER, SANITARY,& STORM Sh..e C -300 ^ ALT $Z I—RALL GOA1, �ACTOR.SNALIPRDESLGAED AND APPROVALPYLANDSCAFEARCHVEOT Community Center VA �TEII`r Orange County .—LED. ACC-11LE Ac 17-4 5MN0#R1ETE1PALT EDGE TE LH NOTE 11 EDGAR STREET RENA C. CENTER SCREEN FENCE, RE TO BUILDING 4=P`C.N 1ED-RIAN P ..E TRANSFO 10 PuREFoy MATERIALS PLAN L1.00 DRIVE p� 8 �I E s N O) TR RUNDSS BHIR NMN P E R K I N S S DNMW GHIGANCPPRRY SHR N Aw S JASMINUM NUDIVLORUM + W I L L GHPGINTH Au GAF SO.0 PROPERTY BOUNDARY 31 LO ROPetAWM CHINENEE'RUB1' sEED'RNEL ITnLL cUE vs RUx,din v.u..a..n, eWRCnAiE1 CHINES SGAL T. d20.C. r _ - SE- � O RENA ( TRAVSMISSIGNROW / I TREES iO SEED 520 J � E � SEEDALL DISTURBED AREAS Community Center Orange \E%ISIING I RDANN ANO BE PROTECTED /'' �' I I I Ill LOROPETALUM CHINENSE'RUBY IIIOUERCUSNU1iAW RABFD TREE PLANTWG C County OheOel Hill, NO I SEED _ " ,... I SB RASEDSHRUBPLANTING 4 � I q -..\ k ._ i� (l) OVERCUS NUTTAW' "� CDI JASMINUM NU. —RUM \•�i_ \ / � ".;?IVE gip: v. i SEED - GROUNDCOVER DETAIL .o EED LH". I —__ _ — __ __ _ SEED O :1 TREE PROTECTION FENCE I ❑ ❑ I I ALLGRI PATHS AND ERFACE`R CONCRETE SURFACES PROVIDED BY OWNER; NIC. I ❑ I FENA CO CENTEt BUILDING BB.BN. I I SEFD fE I I I I sffD E TO ❑ , ❑ i I I I I I SEED Revislona R.AN AN. I REMAIN AND BE PROTECTED ` Jvl F7 - / ------ - - - - -- - - - -- - - - - _ --- -- - - -- - -- DDENUDM Sheet lnfotm+tlon SEED SEFD SEED SEED SEEP O MB 6a MEena SEED SEE. 520 PRUNUSSUBHIRTELLA PLAN a SEED J! I 111 'AUTUMNALIS �Sn G aL SEED SEED \ Sheet L2.00 -VOVs T AND MAEAL PA B� 6r� utt,yd¢mv nxwave N O) a S p$51 VI E y� ? Z 5 a ROOTFIARE APPROPRIATE GRADE— GRADE — RUBBER HOSES GUYROPE 3 PER TIME i SAUCER AROUND PR DELETE W /IRRIGATION \ 3 "MIN. FROM FACEOFWUNK CUT AND REMOVETOP �� TO EDGE OF MULC RINGS OF WIRE BASKET AND BURLAP FLAG 3 "MULCH HARD WOOD STAKE 13 PER TREE) IMPORTED SANDY LOAM TOPSOIL RIPPED SUBSOIL AS PER SPECS FILTER FABRIC V M09 STONE NO PINES SET FURE 1/41/3 ABOVE 4" SOCK PIPE CONNECT PROPOSED GRADE W/ TO STORM DRAIN REPECTTO DRAINAGE (FOR PARKING TREE ONLY) CONORIONS. RUT BALL ON UNDISTURBED SUBSOIL FOR FLATBOTTOM TREE ROOT BALLS, REST ON SUPPORT ROOT BALL W/ UNDETURBED PEDESTAL COMPACTED EARTH RAISED TREE PLANTING �J -NOTE: AND GUYS ARE TO BE REMOVED WITHIN THE WARANTEE OR WFKE PERIOD OR W RHIN ONE CAIENDE0. YEAR OF INSTALLATION. FIRST WHICHEVER COME C Flour. 4, Tree 1--n Fence 0-11 t NO TRESPASSING _ TREE PROTECTION AREA ...e...,�ar,a..... u.... "L ZONA PFpTECTORA PARA r1. LL v j9 b WI6Y�19�i I I �I 7a�PROM=ON FENCE �.. @TREE PROTECTION FENCE N 4 y EO EO «I 1, PEN I,— EDGE OF BED PIANTGROUNDCOVER THROUGH MULCH Z'MULCH 6' IMPORTED SANDY LOAM \ TOPSOIL AS PER SPECS RIPPED SUBSOIL - - UNDISTURBED SOIL SECTION &ROUNDCOVER DETAIL tzol T SECTION 329200 - TURFANO GRASSB SECTION 329300 -PLANK 1.1 QUALITY ASSURANCE IT OUALI1YASSURANCE A. TachMd °nepEdellor,Cartlllcatlora: Cartlllad Landscape A Irvtolleis Personnel Certlflcafloro: Landscape Industry C.11fl.d Hadic.livraI T.chNd.n. I2 MATERIALS A. Seed: Toll Fescue /rebal 111,11 type I-- B. TuUgraa S.d: tall typa fast.. C. Sprigs: tan typa f-- D. Mulches: Straw. E P.sticid., F. EroslprvCOnlrol M -6.1,: Hbar mash. 12 INSTALLATION A. Seading Mathad: S..d OAll. B. Paif atsaadad area with straw mulch. C. Allsead.d area shall racalva I topso0. D. Tap-O }as}Ing and sample submiuion for —1— and approval by landscape archltact, E. Tap-- shall ba e. and, loam tadura. 1.4 MAINTENANCE SERVICE A. Tud: 90 days tram date ofSUbst,, i,I Complation. B. avvraodegvotemants- I— shal'fbaa cadida:adt I. m Inlanance period V a heaBhya Ikea }ad a coiprad. Mobie tUH has been atabldhad, (raa of Irrea�adtlaiwlfh caovteiv bara a a and s data any 10 sq H. and bara spots not axc� 19 g 5E 5'�t over END OF SECTION 329200 12 WARRANTY watad NPanaoawllnmanumbfu ;°,nanua. vadN length at Arc Tress, Shrubs, Vines, and Ornamental Grasses: 12 months. S. Gra en nd "—a, (0 -1.6, Pat W, and Other Plants: I2moniha. 1.3 MATERIALS A. MUL has: Td,la Shraddad hardwood, C—had stone or ,!oval. B. W— al- a-frat bacl., C. Pesticidal. D. Tres Stablfi-K.n: Upright staking and tying. E Landscape Edgings: Shovel cut. F. Tree - Watering D.vicas: Slow +eleae lypa. G. Roat bottler. H. Plantar dralnage,raval and Olt., fabric. I. Imported Topsoil - Sand, L.— T-ura. 1.4 INSTALLATION A. Machanl..d iraeapada planting of designated trees. B. Pruning: Thin andshapa a dlrac }ad. C. Gnodunppd nfsvarihard than ffieetvn�, Pba aonodund caovar vpaclnad on drawings. a D. Mulching: 1, Tfaasla d Treelike SMUbsI In Turf Areas: Organic 34nch j.'.4rnrn;) Thickness ra , with 36 -Inch (�srimr..j dius. 2 Planting Area: 3-Inch lPSmrnl thickness of orgaNc Ich jextanding 12'inch�s 30C gym; 6eyand II VdIvldv.I planting pit ar tranch and aver whole s «ace pf planting area. 1.S MAINTENANCESERVICE A. Treaand Shrubs:l2mantla. B. Ground Cavar end Other Plants: l2 months. END OF SECTION 329300 EQ ED SHRUB PLAN EDGE OF BED //, SET RCOTFIARE 1/2 -1/3 ABOVE / PROPOSED DRAINAGE C NDITIC / ED GRADEACCO DINT IMPORTED SANDY LOAM SPECIES NS, TOPSOIL AS PER SPECS CONSULT LANDSCAPE ARCHITECT SAUCER AROUND MULCH SHOULD NOTTOUCH TREE TRUNK PIT (DELETE W fM IRRIGATION) d'MULCH CUT AND REMOVE / BURLAP FROM TOPL S FN-ED GRADE tS OF ROOT BALL / RIPPED SUBSOIL _ UNDISTURBED SOIL SECTION g,RALSED SHRUB DETAIL -- cONCRETE PEDEmL4N PA". A o�ixloc�r �� °olO1.l wvvkvm rv•i:mn` bpres+a W weNitanmrc gcli9l ;r::l TIlwt. rlendob afw.o-.,a7any.' ""°`• 14h. I..IM...ntl..bn coma. a.d M TEN - e�u'incn'e"�,°eo; rRu Pi w'u"Na'I�zara.d e.nl.nl B roq...d I.r,1=Fnue q_cWmcMnIcFE `a "rnaFTubinon pw Isnl.nMallvl z Waklatl W." peNVnletl gbh tiers I— EPVa .0. d.—d-1 la.ibsm.la 5. Sto.i19'n:EPOrr .tvd.d.brm.d. Jvinl pvw.l Bery Epa.ycovl.d gbh r1.aL srnm.lk Fm.n wnenbm.m. Iry P.Hbnd cvm.n1 ASTM c Idq w 2 d bBl vnJdunl.. cab! pbm. nosh: asoo pn i'+.t wrm m ze dp. D^IILC,vbL Wun�hw: ebctaula h cvno.ly ter tiv,M.bb peeing D Po.em.ntMwElny. bisx m.NlnR Pbnlwlih mnaclM Rbu M.N E oaNOnbe�..laowpen`�aEFerlw�PE rvbden yr plmik win 1.4 RMS- — CURING B. Ciro cona.dl. byaa4Nrn.telnlnmacvr.rcurina s FlEN puALIIY<OMROL A anha. er own.r..ReR.tl.P.n.9. Dm ovsecnoNa.lau SECTION 129300 -SIZE FURNMHINGS 1.3 BICYCLE RACKS A. Material: Heavy gauge steal plea. Round pipe nnAhvd OD 21 /B ". B. Capacity: Two bicycles. C. Installation Mefhod: Cast In concrete. D. Maufacturv: S.mhina U -LOK, Simple. E Color. Block F. Ouanllly: (3) END OF SECTION 129300 ALL GRAVEL PATHS AND E%TlWOR CONCRETE SURFACES PROVIDED RY OWNER: NIC. PERKINS + W I L L RENA Community Center Orange County Chapel Hill, NO LH Revleiov ®aoOENnu�MM �a,�6�v1 -to Sh.et Infvrtnetipn MOD Tltl. PLANTING DETAILS & SPECIFICATIONS Sh- L2.01 amyn.TennnwrvR CONCRETE PER LJOINCATONS DECORATIVE GRAVEL 1 /.' JOINT 1'DEEP CONTROL JOINT (CJ); S' -0"O.C. DINT ITT' W RH SEALANT; 1 /B "R l — COMPACTED ABC — ' COMPACTED ABC COMPACTED SUBGRADE COMPACTED SUBGRADE SECTION MATERIAL DEPTH A CONCRETE 4" B COMPACTED Al. NOTES: 1. WALKS SHALL HAVE A MIN. CR0SS SL0PE OF 1 /P' /FT 12R). SU CONCRETE 3500 P.. CIP CONCRETE PEDESTRIAN PAVING AILGRAVEL PATHS AND E ERIOR CONCP.ETESURFACES PROVIDED uT. BY OWNER: NIC. —N /PLANTING HCIP—N-111, METAL EDGING TYPICAL ON ALL SIDESADJACENTTO LAWN OR PLANTNG CO LOR: BLACK; SIZE I "THIC K, S'HT /{ DECORATIVE PAVING /LIGH GRAVEL PAVING: aW CIP CON REFER TO DETAIL ALLGRAVE 2/1-3.00 CONCRETE BY OWNER; COMPACTED ABC COMPACTED SUBGRADE I IFB. EQUALS PAVING DEPTH @5 �s1METAL EDGE uv LAWN fit f —VEC 'MANO E%TERIOR CONCRETE xALCI I o SURFACES PROVIDED BY OWNER; NIC. ECTON MATERIAL DEPTH A DECORATTVEGRAVEL 3" B COMPACTED ABC 5 NOTES: 1. DECORATVEGRAVELTOSE� "GIACIERJA%; COLOR: GRAY/TAN/ BROWN. 2. CONTRACTOR TO SUBMIT PRODUCTSAMPIE FOR REVIEW AND APPROVAL BY LANDSCAPEARCHITECT gs ED CORATNEGRAVELPAVING �AV�L$A HSA — N. —RETC xTs SURFACES PROVIDED BY OWNER; NIC. CIP CONCRETE CONCRETE; BICYCLE RACK: TYPICAL 'U STYLE' RACK ACCOMODATES 2 BICYCLES REFER TO DETAIL 1 /1-3.00 ASPHALT, REFER TO CIVIL DETAILS 0 B _ EQUALS LAR CONCRETE N0TCH/TR ' WIDTH Sf 3' DEPTH; 6 TH CDVE PLATE BICYCLE RACK: TYPICAL 'U STYLE' RACK ACCOMODATES 2 BICYCLES ACIDIC C I-OM DWNR ABW EFER TO , /-GO � p4 B' LENGTH REBAR INROUGH EACH LEG cONLBETE FOOTING _ - - COMPACTED AB 95° CONPACTCG SUBGRADE BICYCL RACK: PLAN INSTA RACK ACCORDING TO MANUFACTURERES RECOMMENOATDN RACK ACCOMODATES 2 BICYCLES a a BIKE RACKS WILL INSTALL A MINIMUM OF FROM PA INCHES AWAY PAND WALLS. PAMEMENT EDGES, AND OTHER . CURB CTION OBSTRUCTIONS. _ TO REFER TO SPECS. AND MANUFACTURER DETAILS B AZ PUR M]MV1 �„[ FOR OF BICYCLE RACK (TYR.) IN90[ IN..IXb; CIP CONCRETE CONCRETE; DECOR ATIVEGRAVEL: REFER TO DETAIL 1 11-3.00 REFER TO DETAIL 2/1-3.00 COMPACTED ABC COMPACTED SUBGRADE uP DECORATIVE GRAVEUCIP PEDESTRAIN CONCRETE EDGE G AN ION CONCRETE NT^ SURFACE PROVIDED BY OWNER: NIC. TAWN/PLANTING u117, .1 r, CIP CONCRETE PAVING; REFER TO DETAIL 1 113.00 H — _ COMPACTED ABC COMPACTEDSUBGRAOE EOVAIS PAVING DEPTH r7'�LAWN/CIP CONCRETE PEDESTRAIN PAVING EDGE �&ALL GRAYEL PATHS AND EI(TERIOR CONCRETE SURFACES PROVIDED BY OWNER: NIC. ACCESSIBLE PARKING SIGN 1-1 VAN ACCESSIBLE WHERE NOTED SLOPE CURB AND WALK ON PLAN DOWN TO ACCESS POINT FROM CODE OF� P `Aa T� FlVSH CURB AND GVTTER BICYCLE RACK SECTION E ACCESSIBLE PARKING SIGNAGE G VAN ACCESSIBLE PARKING SIGNAGE ACCESIBLE PARKING AND WHEELSTOP ALL GRAVEL PATHS AND —OR CONCRETE SURFACES PROVIDED BY OWNER; NIC vruF ' M ¢cuT xry we rm PERKINS + W I L L RENA Community Center Orange County Chvpol HIII, NC LHO Revlsiona 'LAD —u- .— TUe DETAILS & SPECIFICATIONS Sheet L3.00 29 _. ,'fC.. ... U..:.__.: ( f fj Orange County Financial Services Department ADDENDUM #2 March 5, 2014 i Bid 367-292 RENA Community Center RE-ADVERTISEMENT - FOR ORANGE COUNTY, N.C. To all Vendors: Modifications to bid documents for the above named Request for Bids are made as follows and shall be included in the proposed amount. 1. "The following deviations from specifications are acceptable; PEX piping in lieu of copper piping." 2. See page 2 for questions received, with answers 3. See attached revised drawings. They replace the following sheets in the plans: E-000, E-010, & E-501 All other terms and conditions shall remain the same By: David E. Cannell, Purchasing Agent; dcannell(a)-co.orange.nc.us —(919) 245-2651 You must acknowledge receipt of this (and all)addendum in the space provided on the form of proposal Company Name: 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 I Page 1 30 RENA Community Center Pre-Bid Questions Addenda#2—March 04,2014 l. | am looking for the duration & liquidated damages for this project in the specs &| cannot seem to find either. Could you please help me with that? <O,unge County Rooponme> 1OA days, Contractor will befined$1&Ao day for every day over 100days. Z. 1 have been looking in the contract documents for information on temporary power and lighting and have been unable to locate the information. Can you please direct metowhere |can find this information? <Orange County Response »Contractor's responsibility 3. Refer to Electrical Sheet E-101;Gen Note 2. "Electrical conduits shall be routed underneath the slab where possible." Per our discussion at the Pre-Bid Conference,you indicated that conduit would not be allowed to run below slab. Please clarify what io allowed tobe run below slab. <N+B Response>Conduits should run below slab wherever possible as stated on Electrical drawings, 4. Per discussion at the Pre-Bid Conference,you indicated that it would be acceptable to use IVIC cable in lieu of conduit. Please clarify ifK8Ccable is acceptable and in which locations it maybe used. <N+ORaopnnse> K4C cable is acceptable for branch circuiting. S. Will the following closets require a single shelf&rod or a full-height shelving unit with five shelves? <P+W meaponxe> #02A=single shelf& rod #O2B =single shelf& rod #05A=single shelf& rod #06A=single shelf& rod #07/\=single shelf& rod #O7Q=single shelf& rod #07C=single shelf& rod Page 2 of 2 ELECTRICAL SYMBOL LEGEND: AFF /AFOURF ABC EFWISHEDFLOORroMOFJRnISEDFLOOR PD[lltl! lAW NI►!QI / —� RACEwnY9 RACEWAY CONCEPIID INROOR .3A,ORUNQERQROUND. tx aozES AND wlRwo Dences rc;oNnuL2m OFCI OUPIEX PECEPTACLP OVTLET,WrLLLAAOUNTEO.MOUNT18•AFF VON. TOTAL LIGImuc FDRUREB NOTE: NUMBERADInCENFTOLUMINMRE1N01GTESBPANCHCIRCUR NUMBER LOWER BUCTTERADUCENTT OLUMINNREINDN:ATE ITCHING �� RACEWAY CONCEALED IN GELLING GVIttdI WALL. 80011 OFCI DUPLD(RECEPTACLE OUiIET,WALLNOUNTW,ABOVEL01MTEit TYPE F-"—' 11EBIOROLLUPANCYSFN90 BI9HOWN INTHATR -N. BY - -- i-•`� RACEWAY E:wdBEO TD VIEW UNLFB9OTNERWI9E NOTFO. FLEOBLE RACEWAY. • CA NGMOUNTEOOVREFFORFIf PROJECFgt8CREEN. WATTAGE DEBWiLX CONTROL WIRING IN OUANI1ttAND CONFlGURATON REOUIIFDTOPROVIDE3 ffR INOFUNCRONSINDIGTED. EMEROEN-13 EOREBS )(R UGH LNG SIWLL BE UNBWRLHED, UOR WATTAGE RACEWAY NOMERUNTO PANEL ONEARROWIEAD PER CATGUT. M NITER .—CH TF— EOVPMETO WATER GOOIER. C00R01NATE ENACT OA sEIUNOMWNiEO FWORE9CENT WMINAIPE LETTER INDIGTEBTYPE ELECTRONIC R l RACEWAYTURNED VP. ® RUSH FLOOR BOX TYPEASNOTEOON ROORPLAN9. 10 EE9CNEOVLE i� MC— ..EOWVJN. RC VRREWNTPROTECTON DEVICE IGDUPLIXRECEPFACLEOURETFORFV REAVEOJIPMEHT. =A NDIGT�F3MESEESCHEXFOUtE NPE, lEN01N A39NOWN. tETTFA ELECTRONC 1 2a RECA REQ GA RECE99E0 CEtUN6M0UNTE0 LUMINMRE LETTEIL INOIGTE9TYPE EESGHEDULE EELCONOUR GBLE9 i�0111 OROUNOINO OROUNOING ELECTRODE HOA wpLL.NOUMEDWMINAIRELETTERINDIGTEeTYPE9EEBCHED- ELECTRONC CONOUC R MCEWAYWRHA WIRES PI2 AWGPIIN_ '.9 UNLE990TROO NOTED WEATHERPROOF T A O�NIEDFWORE9CENi WMINNRE lET1ER IN0IGTESTYPE NUMBE .CROUNOINO NUMBER OFP12AWG CONOVCTO NOTE:NMBEROF ONOUC1ATGIESFTC11 TOR LONG INOCONOV SHORT CROSS) HOOK- ;—! OROUNO BU& F9TTa BEE pIS ELECRONI. ELECTRONI C ELECTRONIC oOSGROUND A -- LONG LONG CRO86 NOTCH WTM MOON•ISOtATED CROUNDINO RiOlATED NOG8099 HATCHER INOIGTE92P12AWG IXCUDINO GROUNDMO w 28 VNOEROROUNO OLICT9 MANHOLES z$A SITEUGHRNG FIXTURE IETFR INGUTE9FIXTURETYPE9EESCHEOULE CNDUCTOR N'_TRAL ONOUCTORINCONOGHMINOJACEHTTO CROSS INTCHE9INDIGTEB we AWO CONDUCTOR9T10.000NbUTINSIEAOOF V13 Aw0. — ANO UNDERDRO UNOPRIMARYLFRIMAR 'YINENSTINGOULTDAeHED). DA — 11BTAGELUMINAWE LETTERINGGTESFIXN0.ETYPEBEESCHE DALE BRANCH GRCURING _US— UNOEROft0UNID 3ECONOARY IBECONOARYIN Eb9TING DUCT OASHEp} F CEILING -MOUNTED2,D',A',C,ORS DREBCENTSTRJP, IENGTHTOSGLE LFRERI..IU ..E. SEE SCHEDULE ® DEMOTES RANEL —FROM WHILX ALLCIRLUITS iN A690LIATED ROOM 9HFILBESERVEB,UON. 9EE PANELBOMDBCHEDUIES FOR CIRCUITING REQUIREMENTS. THE MAIBMUM NUMBER OF —VE— UNDEROROUNO ELECRUGLF EE➢EA(IXISiING OVGT OABHEDI m % R E%RLIOIiT, CEIUNGAIOUNTED. GPIWlIED9ECItONSINOIGTE FACES; ARROWS AB INDIC— LETTER INDICATES TYPE SEE BCHEOVLE COGNDUJT NLLNOTT.•TE�W.NTM�u� Nl£p INA91NGlE E UGHT. WAWNOUNTEO.OED9ECTONBINOIC T FACES;AR0.0WSAS INOIGTED.LERER INOIGTESTYPESEESCHEDULE DENOTES PANELIN —D FROM WHICHALLCIRCUITS WTNIN DFBIGNATEDAREA9HALLBE9ERVED DON. BEEPANELBOARO uE WNOUCTOR6 ® TRANSFORMER PMMWNTEO. O UFIUN0.MWNTEO RUOREBLENTFIXTIIREON EMEROENCYPoWER L.....,.J NUMeEROFORFNdIGRCIIRPX NIBTMALLED IN A SINGLE CONDUIT SHALL NOT EXCEED TWEE DON. MOTORS ANp STARTERS D 9USPENOE0 FLl10RE9CEM FIXTUREON EMEROFNCY POWER MOTOR NUMERAL INOIGIEa Va•. UNDw10UNTED NO WIRING OEVIGE9 - E MOTOR CONTROLLER MOUNT4r AFFWN 1. S. A', A ORSFWORF&CEFITSRaP ON EMEROENCYPoWER.LENCTNTOSC•,P NOTE NUNDER ADJACEMTO DEVICE OUTLET OR BONN IGBTEQSRGGI C EW U�MBLER. Art'E'BFFORETLE Gi CWCU m COMBINATONMOTORCON TROLLEWnINCFNNEOLMOUNTAe'AFFUOR CEBJ O OVN IJMINNREONENERGENLYPOWER - EMEROENCYPAHELINDICATEC. DIM NSIOONSSADD ADCEWT B0�%OESpN DEVICES INDIC—MOUNTINOHEIGHTAFF. LOWERCASELETTER&AIUCENTTO UGHTINOCONRIOLDENCESINDICATESUGHTNGCO LARPANGEMENT. tY CONTROL PANEL WTM W20RALMOTORCONTROLLEPOBLONNECT. M Wµy UNTEOLUMHN REONENEROENCYPOW JUNLRON 00X. ABOVE CEIUNO. PANRBOPROB Ram WAWMOUNTECRU OPE9CENTFOTUREONEMEROENCYPOWER JUNCRON Bmf WA1l.NOUNTED O PANELBOARD,SURFACEJAOUM ®. ml In JUNCTION90XFWSHW TTHROOR MOUNTWITHCOVERPLATE 5 wNLSWITCN, e1NOLEaOIE, eINOIE- TH0.pW.MWNTie'APP VOR Si WALLSWTTCH.SWAY,SINOLEFOLE ,DOUBLE -THROWMOUNT<CAFFUON. SIR WALLSWITCHWITXINFRAREDOCGIPANCYBEN80R .imB MOUNTIC UON. 91n2 WOALLBWITCHOCCUPANCYSENSORDUALTECHNOIOOY ,DGLREUY RMULTREVELUGHTNG,1mOW. MOUM AFFUON BwP WALLSWRCH,WGTNERPROOF, 6INOtbPOLE SINGLE- TNROW. MOUNTdB'AFF LION Src DIGITALTiMERSWTTCH .MGINTAB'AFFUON. E) PHOTOCELL ®/0( COPoIERCUNTTEDI BONICOCCUPANCYSENSDRSRV 81� CERJNI MCEIUNaLAOUBPRI ENB OOCUPANCYSENSOR= Ole( CE'AN" a" DUNTE MOBNTETR NOOLORGY OCCUPANCYBEN MBI LEIUN6 DUNTEDCORRIOOROCCUPANCY3ENBORULTRn90NICTYPE --I I— CONTACTB,NORMULYOPEN. -4+z- CONTACTS. NORMALLY-OBED © COIL("GWING CONTACTOR RLONTROL RELAY; M-IJOTOR CONTACTOR) SINGLE RECEPTACLE OUTLET WALL1.IOUNT0. MOUNT 18' PFT VON Ov DUPLEX RECEPTACLE CURET, wA OUNTED. MOUNT I8• AFF DON. .m DOUBLE DUPLE% RECEPTACLE OUTET, WALL MOUNTED. MOUNT 1¢• AFF LION o- DUPLE( RECEPTACLE OUTLET, W.W. IJNTED, ABOVE COUNTER. LIRW R AND MOTOR DI9CONNECT6 i NEM�Ai.E.f F�F LION OLE4TU9— CL09URETYPEIPOTHERTAN .e TELECOMMUN_CATIONB 01R! T_TYNCALV01 a TELECOMMUNIGTONSOURET -T 0- REFERT000TLETDETAILONEd FOR ADDITIONAL INFORMATION. ® TEIECOMMiNIGTONB OUTLET IN P—COMM BOOR BOX REFER TO O V RET —1. ON — FO R ADDITI DI— INFORMATION. ENERGY CODE COMPLIANCE (BUILDING AREA METHOD) BUILDING AREA TYPE- CONFERENCE/MEETING /MULTIPURPOSE AFF /AFOURF ABC EFWISHEDFLOORroMOFJRnISEDFLOOR PD[lltl! lAW NI►!QI ..T HA!!R 0, FDLTIIIQ NI/YO1 M TOTAL FLOOR FLOOR BOOR 80011 TYPH TYPE OF LAKD TYPE BALLASTS WATTAGE P s WATTAGE eOHT WATTAGE W/BOiT M NITER MT FSZR — ELECTRONIC R l 1 1 98 NEC 10 NF BElELTiILALC00E NONFUS II.E OVERCURREPROTECTION OCPO RC VRREWNTPROTECTON DEVICE At F02T8 1 ELECTRONC 1 2a RECA REQ 112 EELCONOUR CC SCCR FIRST F1 1^IITB a ELECTRONC 1 UNLE990TROO NOTED WEATHERPROOF T 6S2 Fa F9TTa 3 ELECRONI. ELECTRONI C ELECTRONIC 1 1 w 28 11a 2 W m0 se TOTAL BUILDING SOUARE FOOTAGE' 8857 TOTAL BUILDING WATTAGE BULDING W/SO FT. 0.81 ASHRAE ALLOWABLE BUILDING W /80-FF. 12C ELECTRICAL ABBREVIATIONS: AFF /AFOURF ABC EFWISHEDFLOORroMOFJRnISEDFLOOR MCN cR ARLNRECF/MCHRECN- AUOIONISWJ. CONDUIT CIRCUT BREAKER C G C ONK ..0 DISC C I... CONTROL OHNONTR CECTCT O— OION NNEGT DD O E E EC EMT EQUIP F EMPttLON.- ELECTRGLMETAWCTUBINO EQUIPMENT FUSED F FA FACP FL OFG FUSED PERMANUFACTURERBRECUIREMENTB FIREALARM FIREALARMCONTROLPANEL ROOK OROUNO FAULT CIRCUIT INTERRUPTER HG ..U. OALVA —RIGID CONCUR HANDOFF.AUTOMATiC HP HOR EPOwER HEIGHT HTO B HEATING JUNCTION BO% HA TH.0 PEKES THOUSAN D GRCUWtMIltB M LTC UGHTNG U TYPE MCONTACTOR L�INAIRINAIRE BWACe� MLO GRCURBREAIffR NN N WO ONLY MNFR M NITER MT MOUNT — MOUNT. MOUMRNG N. NC NORMALLYtYD8E0 NEC NAT (INTOTI) NF BElELTiILALC00E NONFUS II.E OVERCURREPROTECTION OCPO RC VRREWNTPROTECTON DEVICE PC PHOTOCELL PH PNL PHASE PNV'E PVC POLYVINYLCHLORDE CONCUR RECA REQ RECEPTACLE REpUIRFJAENTBME0u1RED EELCONOUR CC SCCR SHOORT BHORTGRCLIITCURRENTMTNO SPEC Sf SPECIFIUTON 9NUNTTRIP TOP TYPILM. LION UNLE990TROO NOTED WEATHERPROOF %F. EMIT TRPAI9FOWnER ENERGY CODE (BUILDING EXTERIOR) AsMNE ALLDWE O LB.=—WATTAGE OR uaGNO.wGSw+D ORrES w,ma tan w BUILDW0OROUNOS(TMV 1 wAUWJAYe —. THAN 10 WIDE WAUGVAYSIOWIOEORGREATER WiX2 BW AO LLD INN ENTRAHCEB M•D EV TS (T —0.) AW ENTRES OTTER OOOR9 m m —IN FT n im im TOTAJ. —N OR WATTAGE ow.1 TYPE OE M BEROF FIXTURES EMERIOR WATTAGE HGMFAS NJD OFINEB 0 aBB 1 2m BUILOINO GROUN06 (iMDABLE) WALtWAYBLE ®THAN 1RwIDE R SS 1 SB 0UIl01NG ENTRPHLE9MO EXff9 LTWDaaLEf MAIN OTHER C.— DOOIS n D6 as S a 106 uB TGT — EWGRwATTAOE PERKINS + W I L L vmmt RENA Community Center Orange County 101 EEg.r ft, Ch.P.I Hill, NC 21s18 00" CAR ,,)) 04822 R.vl.l0n. Sh..t lnf.T BDn .Pp m[ Jm nn. ELECTRICAL LEGEND, ABBREVIATIONS, & GENERAL NOTES Sh..t E -000 W Z drove U°2 Ax -- — - -- . PERKINS -WILL 1. IPROVIOE LIGHTING PROTEChON SYSTEM PER THE Qi NEW/fiUKE ENERGY TRANSFORMER COORDINATE EQUIPMENT RENA Community - I�PECIFlCATONS. I p. AND WST "ON REQUIREMENTS WITH DUKE ENERGY. 2 NFR IVIL PUNS FOR LO ON OF OTHER UTILITIES. FIELD QD PETER BOX BY UTILITY, INSTALLED BY CONTRACTOR PROVi Rik-69 / LOCATIONS OF WORK. Ui1LITTS PRIOR TD 1° RIGID CONDOR FROM BOX TO BERNCE DISCONNECT AND 1 j INSTAIATON OF NEW WORK. COORDINATE METERING REQUIREMENTS WITH DUKE ENERGY. / 0 3. EMIGE CONDUITS SHALL �E INSTALLED A MINIMUM OF 18° /Q3 PHOTOCELL FOR SITE LIGHTING CONTROL MOUNT ON ROOF. i Center _ - W FINISHED GRADE i ©4000. 2P, 38 KAIC SERv10E ENR7ANCE RATED CIRCUR \ / R1A.42 Orange 4. TO ARCHRECTURAL "D'RAAWINGS, ELEVATIONS, AND FJJC 1 NE R ENCL SUR `.\ / QASEWORK OUTLETS FOR ENU.I LOGTONS M'0 MOUNTING /' O COORDINATE TELECOMMUNICATION CONDUIT SUB -UP WITH 1 �T1E, OF OUTLET$ R iOEViCFS. / County iHTS r 5. HH % UTILITY PROVIDER S FhR AODTIIONALLSYSTEMOGROUNDIN�CE INFORMATO © MOUNT WEATHERPROOF RECEPTACLE 1 EY�TV \�� II 'HOT ' 1p1 Edgar sr. Chxpl Hill, NO v53e / INSIDE BOX' ENCLOSURE R IVIL WI j FOR EXACT LOCATION. Q7 CONTROL PANEL FOR PUMP G G CONTROL PANEL TO PUMP ASIA I MANUFACTURERS INSTALLATION I %AfU © CONNECT POLE WMINAIRE TO U CRCUR. REFER TO UGKIING CIRCUIT CONTINUATION. - - - - -- i i� nn �J R1A '�TELEC 1/ PANEOM L i / 7 _- R1A.-71,73 fl ' I r CONOUTT FROM SERVICE E=1 TRANSFORMER TO PANEL 'R1A' 1/6 CASH n �• VIA SERVICE DISCONNECT. I TELECOM 2° CONWIT FOR TELECOM SFRVICE I I pg1p� f.Iy I I I I I I I � I _ IJI Rexlxloro I_- ______- ___._____I- _— _ - -____ __ L.___.— ._______ ___________._ -__�� —____ __. ____— __— .__ - -_— _ PUMP GRINDER __ - {I I l! I ( \\ I P I Wg .Ienexwr I � I I I I � _ ..----- --- - - - -fl / o - -- to ROD cn.axw •w.+r axc Ttlo ELECTRICAL SITE PLAN ITE PLAN Bm1 —D E -010 �rwam <..�x.wo Z drove U°2 Ax -- — - -- . PANELBOARD PANELBOARD CATALOG INAP OIYNFIIY WOLTAGE/ '' m ®mv -E NANUFACNINER ©EUrummmmmvarrmQm —E DESGN NETH00 DESCRIPTION mw©Cfa �m�m W TiAGE ©am�m A COWYBM m�rimmaQ�nrmvcro m�mmaQmrgrvaommov�rrffrQmmamm�m�m 2 - iJ2m -SSOON m�mmmmmmmmmmmmmm�m m��mmaQmrmvam�mmvcrrmQm N:CESSID, 1 v 4 STATC PRISNARC —M TROfEER WTM NOMINLL 45" OEPOI, ®0 GY�RRE 20P ®m 70 ©varmQmmam�m 0.125' iNIppS55 PA1rt - 12 LENS, ANp WHITE REGRESSED, AWMINU4 UGHIOUEA SRS, ©am�mm3 ODOR FPAYE mr��mmaQmrgrvao m�mmaQmr�rvaom�ovcrrmamvam�a�o MONA ®. m[�mmaQmrrrrvammmommmmm�� m��mmaQmrffrvaimmmovarmQm � ©crs��© ® ®raovarlrmQmvam�m RG 2C K ©amp® 1 ni���Q7aQ m SWE AS WPE W BVT W11N EWERGMV BATTERY BAWLST. mmaQmrarvaomrsuommme�r�mra® AfOS LTG 'mrml�al0 I- MM -J500K PER 4' 12q/ pECESSEO. ®fi�valr17r717�am��© ��mrammramommra �mv�mramr�amr,� FOCAL POIM f51M MIWMUM CRI 75 J5 CEtINC p )E FANGED TRIM WHEN USED IN GYP511Y B. OR PGSfER LEAINGS �mramra �r�0. UIECOMFOL RDM mom�r immaFQ� mmaQmrarvcrmmm PRPApE IN GOMINUWS LEHGIHG AS ENONN W THE DR—GO. ,mrmvarmtm m�mmmmmom m��mmaQmrarvoro BI MINIMUM qB 75 ]0 ®ovcrrgaQmvam�® ©vcsrrmQmmam�® c2t: I ®mmvarmQm ®mmmmmm��m F1 m��mma m�mmamrmvaorimovdrmrrmvamm ©am�m 2- FJ218- -x 120/ mrgrvc� 4' WRM AROUND —UURE WALL -MOUN WITH WHM —H. m�mmmmmom ® © ®movcrrgrQmmam� MNINIIN ON 75 ® ©Qmrmva�m�movcrrcar3,aso WAEL METALU% BC ®mmmmmm�m ®gym ram O C�mmaQmrgrvammm F2 mWa Emr'mIF)al 120/ ©������� ®mmaQmrgrvao�mmvarffrQmmam�m ©vaumQmmamm MINNUM CPI 75 S2 ©�® COIHW ®ommmmm�m 1- —./--..K vmmaQmrurvammmommmmam�am m�m�mmaQmrarva©mmmmmmam�m REGESS p, OPEN REF—R DOWNUGM" SEW- SPEWIAR LOW IPIOESLFNf INW BIBR MINIMUM GRI BO m�:.2��amaQmr�vaommmmmmmamm m� =NO FFRL 1G --*DIAMETER APERNRE. WSOIGL -1 ®� ©Qillrf[1F/L!i 8021 ©0m0mmmmam�m CRIENTATON. BAllASf INIEGML M HOUSING, SUN- O —Z. m$EN RULE o�rimmaQ;mrwao mrimmaQmr SEti -NNGd. vaaom C60J2 -6001 ®� m will ®ovarffrQmvam® ®mmmmmmOrFnmmmmam�m PR6COLRE C"RED comm�nQmrgrvaimmm mm�mmammmmmmmvarjBill SALE AS TYPE T BUT N1lH EU RGENCY HATIERY BAllAST. Jl m m��mmammmommommmmmr�m ©varmQmvammmmr�m 120/ —ES. DECOMIIVE DOWNUgR LUU.. MM T1PflED S— —S. UGHIOUEA SPE=UM 1172L% SG]H ©mmmmmmmm�m AO m�mmammmm m�mmammmomm NOYIN 5' - Y DMYEFER. UL I15QD FOR WET WCITONS. FPUSH PEA MCHREET. PROAOE dFACENGY BATiLRf 9NIASF. J2 GOMW /3`N2 2t 0 /G%240 -]500K 1. / RECEAEp, OPEN REF1FLfOR WNLIYASH WMIWJRE WRH 1EMPFAED GLASS LENS. movargrQmvam® m�mmmmmommmmmmmm 111110 728R MINIMUM "$ 80 40 mamma® NOMINAL Y -B' OWIERR AF—M UL U51ED FOF WEf LO-ONS. UGHNUFN BOB, ZEN= mJ R m�mmammm ©��mvarQ�mam�® m Qom HDRQOMAE LWP ORIMATON, B4LlST INIEGPAL M HOUSING, . EDISON RULE LIGHTING CONTACTOR •LC -0' SCHEDULE POLE NO. FEID gACUT LGD DESCRIPAON 1 RiA 56 E%fEAIOR BUILDING CANOPY UGHRNG 2 svA� J BPARE SPARE NO 6 1. [ON RIDL SWLL1 BE CON OMO BY PH010LELL LOG1E0 ON ROOF WFM ASTRWNO TOIECWCK WERRIOE F WWE ASDmN0YI OW TMdTDCA AND 1pUM NEAT N USING WNfOCICR LOCAOINATE CgTRpL OF WMINURES WiM OWNER C LUMINAIRE SCHEDULE PANELBOARD CATALOG INAP OIYNFIIY WOLTAGE/ '' m ®mv -E NANUFACNINER ©EUrummmmmvarrmQm —E DESGN NETH00 DESCRIPTION mw©Cfa �m�m W TiAGE ©am�m A COWYBM IPS 2 - iJ2m -SSOON m�mmmmmmmmmmmmmm�m m��mmaQmrmvam�mmvcrrmQm N:CESSID, 1 v 4 STATC PRISNARC —M TROfEER WTM NOMINLL 45" OEPOI, ®0 GY�RRE 20P MINIMUM CPo ]5 - 70 CE10NC 0.125' iNIppS55 PA1rt - 12 LENS, ANp WHITE REGRESSED, AWMINU4 UGHIOUEA SRS, ©am�mm3 ODOR FPAYE MONA ®. m[�mmaQmrrrrvammmommmmm�� m��mmaQmrffrvaimmmovarmQm � ©crs��© ® WMx M—U% RG 2C K ©amp® SWE AS WPE W BVT W11N EWERGMV BATTERY BAWLST. Al AfOS LTG m�mmaQmrmvammmommmmm�m m�mmnQmrmvao�mmvarmQm I- MM -J500K PER 4' 12q/ pECESSEO. 4' WIDE RECESSID SWT .M'. W11X FROSTED, FUI91 ILRNC LFM. ��mrammramommra �mv�mramr�amr,� FOCAL POIM f51M MIWMUM CRI 75 J5 CEtINC p )E FANGED TRIM WHEN USED IN GYP511Y B. OR PGSfER LEAINGS �mramra �r�0. UIECOMFOL RDM ©am��m PRPApE IN GOMINUWS LEHGIHG AS ENONN W THE DR—GO. m�mmmmmom m��mmaQmrarvoro BI MINIMUM qB 75 ]0 WALL PATTERN 12 LENS. COORDINATE PNISH WOH AACNRECF. c2t: I ®mmvarmQm ®mmmmmm��m F1 UMONM ©am�m 2- FJ218- -x 120/ SUW9E. 4' WRM AROUND —UURE WALL -MOUN WITH WHM —H. m�mmmmmom ® �m WAL MNINIIN ON 75 ® ©Qmrmva�m�movcrrcar3,aso WAEL METALU% BC ®mmmmmm�m rarama F2 ©m ®m 120/ m��mmmmmmm m ®mmaQmrgrvao�mmvarffrQmmam�m MINNUM CPI 75 S2 J COIHW ®ommmmm�m 1- —./--..K 12D/ REGESS p, OPEN REF—R DOWNUGM" SEW- SPEWIAR LOW IPIOESLFNf INW BIBR MINIMUM GRI BO m�:.2��amaQmr�vaommmmmmmamm m� =NO FFRL 1G --*DIAMETER APERNRE. WSOIGL -1 ®� ©Qillrf[1F/L!i 8021 ©0m0mmmmam�m CRIENTATON. BAllASf INIEGML M HOUSING, SUN- O —Z. m$EN RULE TRPM /6 SEti -NNGd. 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[ON RIDL SWLL1 BE CON OMO BY PH010LELL LOG1E0 ON ROOF WFM ASTRWNO TOIECWCK WERRIOE F WWE ASDmN0YI OW TMdTDCA AND 1pUM NEAT N USING WNfOCICR LOCAOINATE CgTRpL OF WMINURES WiM OWNER C LUMINAIRE SCHEDULE CATALOG INAP OIYNFIIY WOLTAGE/ NOUNN& -E NANUFACNINER SERIES —E DESGN NETH00 DESCRIPTION mw©Cfa �m�m W TiAGE �mv ��mram�mrmmr. A COWYBM IPS 2 - iJ2m -SSOON 120/ N:CESSID, 1 v 4 STATC PRISNARC —M TROfEER WTM NOMINLL 45" OEPOI, ®0 GY�RRE 20P MINIMUM CPo ]5 - 70 CE10NC 0.125' iNIppS55 PA1rt - 12 LENS, ANp WHITE REGRESSED, AWMINU4 UGHIOUEA SRS, �mva�mramr�m�� mu�m•mra�mram�mra� ODOR FPAYE MONA 25P � ©crs��© ® WMx M—U% RG 2C K SWE AS WPE W BVT W11N EWERGMV BATTERY BAWLST. Al AfOS LTG BBR I- MM -J500K PER 4' 12q/ pECESSEO. 4' WIDE RECESSID SWT .M'. W11X FROSTED, FUI91 ILRNC LFM. ��mrammramommra �mv�mramr�amr,� FOCAL POIM f51M MIWMUM CRI 75 J5 CEtINC p )E FANGED TRIM WHEN USED IN GYP511Y B. OR PGSfER LEAINGS �mramra �r�0. UIECOMFOL RDM �mrira�mr�m('II�m�� PRPApE IN GOMINUWS LEHGIHG AS ENONN W THE DR—GO. MRALU% BI MINIMUM qB 75 ]0 WALL PATTERN 12 LENS. COORDINATE PNISH WOH AACNRECF. c2t: I F1 UMONM WC 2- FJ218- -x 120/ SUW9E. 4' WRM AROUND —UURE WALL -MOUN WITH WHM —H. COWMBM WAL MNINIIN ON 75 58 WAEL METALU% BC rarama F2 2- i1T6 -JSOOF 120/ —9TYPE TV Df 2' IFNGM AND OIFTFREM WAPS MINNUM CPI 75 S2 J COIHW A` 1- —./--..K 12D/ REGESS p, OPEN REF—R DOWNUGM" SEW- SPEWIAR LOW IPIOESLFNf INW BIBR MINIMUM GRI BO J5 =NO FFRL 1G --*DIAMETER APERNRE. WSOIGL -1 UGNRMIEN 8021 CRIENTATON. BAllASf INIEGML M HOUSING, SUN- O —Z. m$EN RULE TRPM /6 SEti -NNGd. PORfFOUO C60J2 -6001 PR6COLRE C"RED JE SALE AS TYPE T BUT N1lH EU RGENCY HATIERY BAllAST. Jl N 2tFIBW /GR340 -J500K 120/ —ES. DECOMIIVE DOWNUgR LUU.. MM T1PflED S— —S. UGHIOUEA SPE=UM 1172L% SG]H MINIMUM CAI BD AO HUNG NOYIN 5' - Y DMYEFER. UL I15QD FOR WET WCITONS. FPUSH PEA MCHREET. PROAOE dFACENGY BATiLRf 9NIASF. J2 GOMW /3`N2 2t 0 /G%240 -]500K 1. / RECEAEp, OPEN REF1FLfOR WNLIYASH WMIWJRE WRH 1EMPFAED GLASS LENS. INOY 728R MINIMUM "$ 80 40 CEILING NOMINAL Y -B' OWIERR AF—M UL U51ED FOF WEf LO-ONS. UGHNUFN BOB, HDRQOMAE LWP ORIMATON, B4LlST INIEGPAL M HOUSING, . EDISON RULE DRN22Bjl SELF -M Gm. KNISH PER ARG—. PORIFOW L)226 - >100 PR6COWE CFAB 0 dt0 EGA 4X250 /EDJ] /CN /Mac 120/ POLE ALUMINUM SHOESOX"ME GUT -OFF WMINMRE TYPE N DLSIWBUTON LDHONM NSF2 MH WNW GRI 70 268 WIM HOAQOMAL WLP. DARK BRONZE F— AND TEMPERED - MCGMW EOISON CU FAT LENS MOUM ON 20' AWMWUN POLE NTH 1 MOUMING AAN SPAUWING NK {WISH SWLL BE DARK BRONZE POLYEBIER POWDER CGT N MATCH WMINMRE KNISH. LMIRE UNR SHALL BE UL US FOR WET LOCATIONS. ,% CNWNDE ERMRIDU LEO AMPS, 120/ SURFACE DEMRAi1WE EDGE UT ACWUC PANEL EST SIGN WRH SINGLE -FACE dEA 1- L%/m SUPPLUD BY 5'A' WALL RED LERES AND MMM BNMtliWND, AND UNNEAS4 MOUMNG. HEBBELL mLxm WNUFACIURM. LUNw K SWl COINPLY WTH NFPA 101 -M SECODN 7.10. —a LID UGHTMRYS SPLFD LWPS ARE NOT ACCEPTABLE UGMGUAFD — UMONW W/WP EL N PRC'�WUR SUNE-UQS LEP E11 WNUARRE SCHEDULE NOTE I MECHANICAL & PLUMBING EQUIPMENT CONNECTION SCHEDULE �Bm•mva�m�m�mram mw©Cfa �m�m ®o �mv ��mram�mrmmr. ©�m�mram� �mrmIw ®0 ���mt'�mr•� IN ©mL��® �mva�mramr�m�� mu�m•mra�mram�mra� � ©crs��© ® ��mrammramommra �mv�mramr�amr,� �mramra �r�0. �mrira�mr�m('II�m�� •. .� �r�m� �lig�m�l S ���7.' �t♦t♦m3L��1 + +nR +ct +:Iaam>_�WT+a �S,g��.� rarama P E R K I N S + W I L L RENA Community Center Orange County 101 EOY•r St, Ch,MMI1 14I11. NC 27516 OP% �O4 5 1� a6�'y �4 TteWlons N Mg. ELECTRICAL SCHEDULES Sh- E -501 W 34 OAAN I Orange County Financial Services Department ADDENDUM #3 March 7, 2014 Bid 367 -292 RENA Community Center (RE- ADVERTISEMENT) - FOR ORANGE COUNTY, N.C. To all Vendors: Modifications to bid documents for the above named Request for Bids are made as follows and shall be included in the proposed amount. 1. Please clarify Alternate 3 on what you want regarding the asphalt being in the base bid? The plans indicate the asphalt is included in the base bid amount, but the alternate 3 has it separated. See updated AS- 01(attached) 2. Grinder Pump - I do not see any details or specification for the grinder pump. The Civil drawings and the Plumbing drawing have very different piping layouts to the pump. Please advise. Please see updated sheet C -300 sheet with pump grinder info attached (supersedes drawing from addendum #1 also) 3. Sheet A -01 shows a 18' & a 20' Markersurface Board, some Marker Boards, and some Tack Boards. There is no specifications for these products. Are these to be included in the bid? If some, please provide some product data for desired products. These items will be furnished and installed by the owner All other terms and conditions shall remain the same By: David E. Cannell, Purchasing Agent; dcannell(a)-co.orange.nc.us — (919) 245 -2651 You must acknowledge receipt of this (and all) addendum in the space provided on the form of proposal Company Name: 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 w cn P E R K I N S °aw aMwomw����A o m� -0� aw �TM Ma�� wIN�woNw�P� + W I L L RENA LU Community LU En Center Orange o LL County SUM P51ER8 RECYGUNGCORRAL NATIVEGRASSEE; G -0•SCREEN FENCEWI GATE ON ASPHALT; SEEIA �AP 101 Edpa,SL, ChopW HI14 NO 27516 MATCH WACSCREEN FBJCE, EKIEMOF PARKING; SEE CIVIL DWGS SEE ELEVATIONS ALTERNAlEfy ALTERNATEPL PROVIDE SEPARATE BREAKOUTCOif OR }ARKIN4y SURFAC BASKETBALLGOAL; W1TE111AL; oiEASCONCRETEAND N ASASPHAET. SEEUNOSCAPEOWGS j CONCRETE FLAY GROUND PAO SEE WJOSGAPE OWGS _ SEE MLID�GB rl. ALL GRAVELAND CONCRETE WALKWAYS BYOWNER -0 I .NIC t _ _ _ I wox,AeocNr / '� I`- NENCURBCIIT I REMOVE W SING I d -0 5 -0•B�-0 11 -0" B-0 CURB CUT § E { " WHEELSTOPS; JI it ALLWHEELSTOPS 08EOWNFR�RABSHEDOWNERWSTAU-ED 11 ALIGN PATHS : 5-0 �h WITHEXTERIOR DOORG - k :j E.L.D. UW II NVAC$CREEN FENCE NEWSPSLAND CC I EEELEVATONB cl 1. '§ J Y ALLGRAVELAND CONCRETE WA AYS BY OWNER; NIC b b ` _ b I CDNCRtIE ENTRY VAO T LQQNCR VTVAC PPDS PER .I? MANUFa' SECIRCATIONS' 1 N N ALL GRAVEL CIDNpREIE WA4WAYS BY OWNER; NIL GG SEE MEPOWGS '' UKD e'M JJr PUMPGONR301, F� - .6 CONNECT'MElERSEE I� GYVIL& ELECTRICAL DWG6 i i I REMOVE SGSTING E/}LgVF1 WpL(�ATH6 WIMETAL EDGING I PROPOSED BUILDING - CURBCUT SEE LANDSCAPE PLANS b ALLGRAVELAND C,¢ ROOM WgLXVIAYS BY OWNER; NIC I -' LOT SIDEWALK BOCK OF CURB `"` >tpwo, '! TOM LINES; SEECMLOWGS :- id• -0' 80' -0' B'-0 80'-0' �OY� .SETBACK TRANSPoRMEF, I 10A PUBLIC RIGHT OF WAY 11 SEEELECTRICAL II Ill "„Ravislone LAYOUTCORNER ROOFLNE II I I• __ SEECML pWG I —� .._._ r o e ..._..... _. - `� SMel lnfannWon �P job Numbst w st PUREFOY DRIVE ARCHITECTURAL SITE PLAN �3 ARCHITECTURAL SITE PLAN ms• =ry Sh..t AS -01 w cn a s a \ \I I I I Iih �� l lI iIIT PLACE BENEATH THE RIP RAP�/41I ANTICIPATED 26YR STORM r 010 I,I I I jl I� EXISTING)ITI tf IIJE DB 3936/461 Z5'� n1,1 QQQ''�fO01.O X 8.18) (0.02 AC.) I OWW.I6 CFS I rf, 9• - 'n - lu if if = IIII 11111 �N K I II II � L _ -�'� 8 IN DI WATERLINE- -- -� CURB INLET Pwsswa aeRACETOeEAewaooNeO. sPZVmAarsEwlmsemncEs Reuove d.PANOUruA sGLnnwnT uH�wwmr N VERTS INACCESSIBLE IN S>asrwc anNnrotE \(\ --- I- I------------------------ - - - - -- - -- - - - - -- --- - - - --- -- nonsnN nARv `�� �9Er,ERnAnHOLe P U R E F O Y DRIVE EXISTING WATERLINES IN PUREFOY DR NOT ----- - - - - -- EXISTING 11 i t I I I Q ` THEIR LS PE TREELINE �,/ r.��OJ/ IATHICIPRJESS+":1' NCI'AI 1 f ,, JI gable of ppumping 11 GPM at 40 pslg. Watwall and confral panels should be Iockobie. PJartn will be frlOGerad by high Tar. Sasls of dosign Is E/Ona DH272 FOR SHEETFLOW SA! A-K6` 4• GEOTE)MLE FILTER FABRIC STALL E II I �� l / wA,�"nafR ce .J PLACE BENEATH THE RIP RAP�/41I ANTICIPATED 26YR STORM r 010 I,I III HABITAT FOR HUMANITY ORANGE COGNTY INC DB 3936/461 Z5'� GI I TREELIKE P13 106/66 �� I QQQ''�fO01.O X 8.18) (0.02 AC.) I OWW.I6 CFS m III / I 9• - 'n - TL ti = IIII 11111 / // I � os tn: L _ -�'� 8 IN DI WATERLINE- -- -� CURB INLET Pwsswa aeRACETOeEAewaooNeO. sPZVmAarsEwlmsemncEs Reuove d.PANOUruA sGLnnwnT uH�wwmr N VERTS INACCESSIBLE IN S>asrwc anNnrotE \(\ --- I- I------------------------ - - - - -- - -- - - - - -- --- - - - --- -- nonsnN nARv `�� �9Er,ERnAnHOLe P U R E F O Y DRIVE EXISTING WATERLINES IN PUREFOY DR NOT ----- - - - - -- EXISTING IIII IQ / I Th.takshouldhaveaminlmum capachy of 250 gatlonz AU pIpa andwidnqq panefrallonsshall bo watodieht. Motors should be ratod forl hp .120 /240V, 60 HL TREELINE rule -_-_-_-__--_ IJ-____________________ _______________________________ NN.�B gable of ppumping 11 GPM at 40 pslg. Watwall and confral panels should be Iockobie. PJartn will be frlOGerad by high Tar. Sasls of dosign Is E/Ona DH272 ALTeRNATEm: TIE ROOF DRAINS TOO � II EquaIs.ra accaptabla ponding review by Engineer. -- -- - -- -- I AND DAYLIGHTATTOE FSLOP� II DSO 6 LRIMAX�' R01 �JATHICIW M I I 4.IIrl11 /� / I /I 1 RL P RAP TO kWID Ate" MSTALL I FORSHEET FL OW DISS� PATO�N.N INS GEOTEXTILE FLTER FABRIC SHALL I11I1r PLACE BENEATH THE fY1P RAP OUT E ANyDATED 25-YR STORM FLOW p IIIrI 0 .16C8.19)(0.02 / FES I T \ 516.22 i ro 519 STORM MANHOLE �� / RIM 519.53 - -pi- T I�I II I I� P I I I I ,I I II I ,I I� 520 - - - -- 5LS /" / / NLREI/EPIAr aN UNO PAa.9 uNO� emva. i� /•CONCRE20N oRAVPiANO oIETEw Nla; Ic - imALim susoRenE n PIN 9870548317 HABITAT FOR HUMANITY OR INC DB 3936/461 RECOMBINATION PLAT PENUI G - ? I I / wA,�"nafR ce INV OUT 516.42 I I / PINI9HED PLOORELEVATION @tA0 /PIN I`// 9870548310 HABITAT FOR HUMANITY ORANGE COGNTY INC DB 3936/461 Z5'� GI I TREELIKE P13 106/66 �� I I w I I / �i" /01 2C T I I� II A II II m II ml m II oil D ?I I III I„ z D I > I wl AU PwvsuENruaRHlNOe aHU>_couxv c� I s"wrmwRaCO°'Mloa"I>�;u � 9 � III 2)ALLVnl11YWORKSYNL00MPLVWm1 p � � OWAawafMlOMDe AN09PECIFlGTION4 ^AL RNATE AI:oH PAINwOe: GruoHraoumw>:. oa°mmxesr coon eas ro THe wesT rnE MPAMW EN0mHE44r CD �PNEIi TO THE PARM1Na LOT.CONNER C ATiv—•l I I < II THeeoumusrcoRneaoPSHe euaolNo • 1NORTn PROPO9D I TPe 777 E maniNE ETOm+OF �FLF0AJw wo OmARnmtr ITT PLY HALANE CL09URE PERMrt. II /TBM NAIL I II 522.44-- _ It- 1111 IanHOGWnnMAPRoxlw N Nerwf,av�✓•e� u�wxr INV IN 516.42 - ? r � 37 FORM OF PROPOSAL RENA Community Center Contract: Single Prime Orange County Bidder: Riggs-Harrod Builders,Inc. Date:_ March 13, 2014 The undersigned, as bidder, hereby declares that the only person or persons interested in this proposal as principal or principals is or are named herein and that no other person than herein mentioned has any interest in this proposal or in the contract to be entered into; that this proposal is made without connection with any other person, company or parties making a bid or proposal; and that it is in all respects fair and in good faith without collusion or fraud. The bidder further declares that he has examined the site of the work and the contract documents relative thereto, and has read all special provisions furnished prior to the opening of bids; that he has satisfied himself relative to the work to be performed. The Bidder proposes and agrees, if this Proposal is accepted, to contract with the Owner in the form of contract specified, to furnish all necessary materials, equipment, machinery, tools, apparatus, means of transportation and labor necessary to complete all construction of the subject project in accordance with the Drawings,Specifications, and Contract Documents, to the full and entire satisfaction of the Owner and the Architect, with a definite understanding that no money will be allowed for extra work, except as set forth in the General Conditions and Contract Documents for the sum of: SINGLE PRIME CONTRACT: Base Bid: Dollars($) 302 °o General Subcontractor: Plumbing Subcontractor: RiKgs-Harrod Builders, Inc. Lic 18667 "C Lic 9757_a6 Mechanical Subcontractor: Electrical Subcontractor: GS143-128(d)requires all single prime bidders to identify their subcontractors for the above subdivisions of work. A contractor whose bid Is accepted shall not substitute any person as subcontractor in the place of the subcontractor listed in the original bid,except(i)if the listed subcontractor's bid is later determined by the contractor to be non-responsible or non-responsive or the listed subcontractor refuses to enter into a contract for the complete performance of the bid work,or(ii)with the approval of the awarding authority for good cause shown by the contractor. ALTERNATES: Should any of the alternates as described in the contract documents be accepted,the amount written below shall be the amount to be"deducted from"the base bid. GENERAL CONTRACT: Alternate No. G-1 Delete all gutter, downspout and roof stormwater conveyance.. Deduct Five Thosuand Four Hundred----------------------- Dollars($) 5,400.00 Alternate No. G-2A Delete basketball goal.. (Deduct) Five Hundred-------------------------------------Dollars($) 500.00 I 38 Alternate No. G-3 Provide separate breakout cost for parking lot paving surface; provide cost as concrete and provide cost as asphalt. Concrete Eight Thousand One Hundred Sixty-------------------Dollars($)8,160.00 Asphalt Eight Thousand One Hundred Twelve-----------------Dollars($) 8,112.00 The bidder further proposes and agrees hereby to commence work under this contract on a date to be specified in a written order of the designer and shall fully complete all work thereunder within the time specified in the General Conditions Article 13. Applicable liquidated damages amount is also stated in the General Conditions Article 13. Proposal Signature Page i The undersigned further agrees that in the case of failure on his part to execute the said contract and the bonds within ten (10) consecutive calendar days after being given written notice of the award of contract, the certified check, cash or bid bond accompanying this bid shall be paid into the funds of the owner's account set aside for the project, as liquidated damages for such failure; otherwise the certified check, cash or bid bond accompanying this proposal shall be returned to the undersigned. Respectfully submitted this day of March 13, 2014 Ri s-Harrod Builders Inc. (Name of firm or corporation makin bl ) WITNESS: By: Signature Name: Alan Kozar (Proprietorship or Partnership) Print or type Title Vice President (Owner/Partner/Pres.N,Pros) Address 1117 E. Geer Street ATTESTO. Assistant Durham,NC 27704 By License No. 18667 ya i Tit Secretary Federal I.D. No. 56-1470287 (Corp.Sec.or Asst.Sec.only) Email Address: akozar@riggsharrod.com (CORPORATE SEAL) Addendum receiv nd used in computing bic Acknowledged t 1 Addendum No. 1 Addendum No. 3 Addendum No. 5 Addendum No. 6 dated 2/14/14 dated 3/7/14 L_�_Addendum No.2 Addendum No. 4 Addendum No. 6 Addendum No. 7 dated 3/5/14