Addendum No. 2 CHANGES TO THE CONSTRUCTION DOCUMENTS: General: Alternate #2 linetype added to delineate Alternate #2 work items.

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1 Addendum No. 2 To: Pre-Qualified Bidders From: Russ Lassiter, Foresite Group, Inc. CC: Gregory Forthofer, Auburn University Facilities Management Date: 11/9/2012 Re: Auburn University Project No : Hutsell Track Fencing Improvements This addendum provides revised Construction Documents, which modify the original bid documents dated October 25, The contents of the Addendum shall be included in the Contract Documents and all changes are to be included in the Contractor s bid for the work indicated. CHANGES TO THE CONSTRUCTION DOCUMENTS: General: Alternate #2 linetype added to delineate Alternate #2 work items. COVER: C-0: 1. E-1: Electrical Site Plan added to Drawing Index. 1. Note added to DEMOLITION NOTES 15.) CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION, FLAGMAN, BARRICADING, AND SIGNAGE REQUIRED FOR LANE AND TRACK CLOSURE. 2. Note added in front of bleachers as a part of Alternate #3 EXISTING CONCRETE STEPS (TO BE REMOVED) (TYP.) 3. Note added in front of bleachers as a part of Alternate #3 VEGETATION AND SHRUBBERY IN FRONT OF BLEACHERS (TO BE REMOVED) 4. As a part of Alternate #2, entire concrete flume on the south side of the track shown as demolished and note added CONCRETE FLUME TO BE REMOVED AND HOLE LEFT BY FLUME BACKFILLED. 5. Note added to post and chain on the south side of the track entrance as a part of Alternate #2 POST AND CHAIN TO BE REMOVED. 6. Note on electrical manhole cover on the east side of the electrical transformers as a part of Alternate #2 changed to read ELECTRICAL MANHOLE LID TO BE REPLACED WITH ADA COMPLIANT, ELECTRICAL EMBOSSED LID FOR PROPOSED SIDEWALK.

2 7. Portions of concrete curb along Biggio Dr., south of track entrance and at intersection shown to be removed for new sidewalk and notes added as a part of Alternate #2 PORTION OF CONCRETE CURB TO BE REMOVED FOR NEW SIDEWALK and PORTION OF CONCRETE CURB TO BE REMOVED FOR NEW ACCESSIBLE RAMP 8. Note added to C-0, as part of alternate #4, EXISTING TELECOMMUNICATIONS PEDESTALS TO BE UNBOLTED BY CONTRACTOR AND TURNED OVER TO OWNER. CONDUIT TO BE CUT AND CAPPED. C-1: 1. Note added to SITE NOTES 8.) LANDSCAPE AREA DELINEATED BY HATCH SHALL BE GRADED 4 LOWER THAN FINAL GRADE TO ALLOW ROOM FOR AUBURN UNIVERSITY LANDSCAPE SERVICES TO PLACE TOP SOIL AND SOD. C-2: 2. Note added to SITE NOTES 9.) NO COOKING AND/ OR SMOKING ON SITE OR IN TREE SHADE AREAS. 3. Landscape area hatch added in front of bleachers to delineate area where contractor to leave 4 of room for topsoil and planting and note added as part of Alternate #3 HOLES LEFT BY CONCRETE STEPS TO BE BACKFILLED 4 LOWER THAN ADJACENT EXISTING GRADE TO ALLOW ROOM FOR AUBURN UNIVERSITY LANDSCAPE SERVICES TO PLACE TOP SOIL AND SOD. 4. Alternate #2, 6 wide sidewalk along Biggio Dr. shifted to 4 off the back of curb for most of the length of sidewalk header curb added to south side of track entrance as part of Alternate #2. Note added to new curb NEW HEADER CURB TO TRANSITION DOWN AND END AT THE SIDEWALK. 6. New concrete flume on south side of track entrance and additional rebar in concrete sidewalk required to span the flume deleted from plans. 7. ADA accessible ramp is no longer needed on south side of track entrance due to the demolition of the concrete flume. 8. Striped gore area extended at track entrance to space between ends of parking stalls to beginning of parking stalls. 9. Small portion of sidewalk on the north side of the track entrance on Biggio Dr. removed from plans. (See Proposed Sidewalk Detail on C-1) 10. PDS, OR APPROVED EQUAL and (Typical) added to winged privacy slats note as part of Alternate # Double gate to be relocated north of the track entrance shown swinging in. 12. Corner fence post on the north side of the field house called out as NEW CORNER POST. 1. Note added to SITE NOTES 10.) CONSTRUCTION ON ALTERNATE #2 SHALL BEGIN NO SOONER THAN DECEMBER 10, 2012 AND END NO LATER THAN JANUARY 9, WORK HOURS AND DAYS WILL NOT BE LIMITED DURING THIS TIME FRAME. 2. Note added to SITE NOTES 11.) CONTRACTOR RESPONSIBLE FOR INSTALLING ORANGE CONSTRUCTION SAFETY FENCING AT THE BACK OF CURB AND PEDESTRIAN BARRICADES (AS

3 C-3: SHOWN) WITH DIRECTIONAL SIGNAGE ALONG BIGGIO DR. DURING CONSTRUCTION OF ALTERNATE #2 TO DIVERT FOOT TRAFFIC SAFELY AROUND CONSTRUCTION. COORDINATE ALL PARKING CLOSURES AND PEDESTRIAN DETOURS WITH AUBURN UNIVERSITY PROJECT ENGINEER. 3. Grading in demolished flume area revised to reflect backfill of hole created by demolished flume. 4. Radii added to concrete sidewalk at points where sidewalk transitions from 2 off back of curb to 4. Note added BEGIN 30 TRANSITION FROM 2 OFF BACK OF CURB TO 4 WITH SMOOTH RADIUS AS SHOW. 5. Note and detail added to new 6 header curb on south side of paved driveway entrance. Note added NEW HEADER CURB TO TRANSITION DOWN AND END AT THE SIDEWALK. 6. Grading around transformers revised to minimize grading on east side of pads. 7. Contours and spot elevations revised to reflect sidewalk shift. 8. Note associated with electrical manhole cover revised to read REPLACE MANHOLE LID WITH ADA COMPLIANT, ELECTRICAL EMBOSED LID TO ELIMINATE TRIP HAZARD. 9. Striped gore area changed, same as C-1. Width of striping specified as 6 and color specified as yellow. 10. Note added to landscape areas SUBGRADE IN LANDSCAPE AREAS WITHIN LIMITS OF CONSTRUCTION TO BE 4 LOWER THAN GRADES AND SPOT ELEVATIONS SHOWN TO PROVIDE ROOM FOR TOP SOIL, SOD, AND RIP RAP TO BE INSTALLED BY AUBURN UNIVERSITY LANDSCAPE SERVICES. SEE SHEET C-1 FOR DELINEATED AREA. 11. Limits, note, and detail added to show pedestrian barricade placement along Biggio Dr. 12. Note on detectable warning strip revised to read ADA SOLUTIONS, INC., YELLOW DETECTABLE WARNING STRIP OR APPROVED EQUAL (TYP.). 13. Stormwater drainage structure changed to beehive grate inlet. Note and detail added to structure. 14. Note added to silt fence TYPE C SILT FENCE (TYP.). 1. Detail 1: concrete base on intermediate posts changed to 10 diameter and changed to 12 on end posts. 2. Detail 1: Note 1 revised to read ALL FENCING TIES SHALL BE 9 GAUGE STEEL CORE WIRE PLUS 2B BLACK VINYL COATING AND TWISTED ON BOTH ENDS. 3. Detail 3: Revised to reflect new grate inlet structure. 4. Detail 4: Detectable warning strip note revised to read ADA SOLUTIONS, INC., YELLOW DETECTABLE WARNING STRIP OR APPROVED EQUAL. 5. Detail 5: Added to provide example of approved pedestrian barricade. Contractor is to provide an equally sufficient barricade along Biggio Dr. 6. Detail 6: Added to provide an approved beehive grate. Contractor to provide grate detailed or Approved Equal.

4 7. Detail 7: Added to provide detail of concrete header curb to be constructed along south side of track paved driveway entrance. E-1: 1. Added to show site lighting plan. CHANGES TO THE PROJECT MANUAL: Attachment B Unit Prices: 1. Item 1: Fencing System, (Intermediate Posts) DELETED 2. Item 1: Fencing System, added (2 Line Posts) 3. Item 4: Man Gate, added (4 Wide Including Gate Posts) 4. Item 5: 12 Wide Double Gate changed to 12 Wide Double Gate Including Gate Posts Special Conditions 1. Note added under Builder s Risk Insurance: Contractor has 24 hours after Bid Opening to provide a reasonable DRAFT of all applicable insurance certificate documents. Technical Specifications: 1. Section Chain Link Fences and Gates a. 2.2 Fence Framing, A. Posts and Rails, 3. Horizontal Framework Members: Bottom rails removed. b. 1.2 Performance Requirements, B. Structural Performance: Section deleted c. 2.1 Chain-link fence fabric, A. General, 2. Steel Wire Fabric: Revised to read Wire with a steel core wire of (9 Gauge) d. 2.1 Chain-link fence fabric, A. General, 2. Steel Wire Fabric, b. Polymer-Coated Fabric: Class 1 changed to Class 2b e. 2.2 Fence Framing, A. Posts and Rails, 2. Heavy Industrial Strength: Revised to read Material Group 1C, round steel pipe (SS40 Type) f. 2.2 Fence Framing, A. Posts and Rails, 2. Heavy Industrial Strength: Added C. Top rail, brace rail and gate frames: 1.66 in diameter. g. 2.2 Fence Framing, A. Posts and Rails, 3. Horizontal Framework Members and 4. Brace Rails: Sections Deleted. h. 2.2 Fence Framing, A. Posts and Rails, 4. Polymer coating over metallic coating, b. Optional Supplemental Color Coating: Added. i. 2.4 Swing Gates, B. Pipe and Tubing: Section deleted. j. 2.4 Swing Gates, C. Hardware, 1. Hinges: 360 changed to 90 k. 2.4 Swing Gates, C. Hardware, 5. Closer: Section Deleted l. 2.5 Fittings, B. Finish, 2. Aluminum: Deleted m. 2.6 Privacy Slats, A. Material: Revised to read PDS Winged Slats or approved equal

5 n. 3.1 Installation, J. Privacy Slats: securely locked in place deleted and revised to read as per mfg. s instructions. 2. Section Unit Prices a. 3.1 Schedule of Unit Prices i. A. (Intermediate Posts) Deleted ii. A.1. to include 2 line posts per 20 feet. added iii. D. Changed to Man Gate including gate posts iv. E. Changed to 12 wide double gate including gate posts. RFI: 1. Question: The drawings do not indicate demolition of the scoreboard footing or footings. Is that demolition required? If so can a footing and size and depth be assumed and furnished for bid purposes along with task specific unit pricing for contract adjustment? Answer: The Construction Documents have been revised to describe the scoreboard demolition as follows, Existing scoreboard (to be removed Alternate #4 only). Cut steel posts 12 below grade at concrete footing, fill remaining steel posts with sand, and backfill holes as specified. 2. Question: Have specification sections and been re-issued. Addendum #1 includes pages 244 and 247 only. Answer: Addendum #1 only included sheets that had revisions on them. However, due to extensive revisions, Addendum #2 will re-issue Section Chain Link Fences and Gates. 3. Question: Other than disturbed area mulching are any area requiring sod or grassing? There is nothing shown on drawings yet there is a unit price. Answer: Currently there are no areas that will require sodding by the contractor. However, sod was included in unit prices to give the Auburn University Project Engineer the option to require the contractor to sod an area no larger than the quantity specified by the unit price at no additional cost to Auburn University. 4. All fencing RFIs are addressed in revised Technical Specifications in Project Manual. ATTACHMENTS: Attachment B to Proposal Form Special Conditions Technical Specification Section Technical Specification Section Revised Construction Documents

6 AU Form C-3 B November 2001 Revised by AU on July 12, 2007 ATTACHMENT B TO PROPOSAL FORM STATED ALLOWANCES AND UNIT PRICES STATED ALLOWANCE AND UNIT PRICES The following items of work are anticipated during construction of this contract; however the exact quantity of each work item may not be determinable prior to bidding. The Contractor, shall therefore, include in his Lump Sum Base and / or Alternates Bid (as applicable), an allowance for the following items in the quantities indicated: Allowance UNIT Prices include all charges for labor, materials and equipment, shoring, layout, supervision (field and home office), general expenses, taxes, insurances, overhead and profit, but not limited to, for accomplishment of the Allowance item(s). Where quantities of same items of work are defined and are quantified in the bid documents, the allowance quantities indicated hereinafter shall be in addition to those which are indicated. (Example: If the site grading plan indicates new and existing grades, the bidder shall compute the quantity of earthwork required and include that quantity of work in the bid the same as if no allowance quantity were specified. If an additional allowance quantity of earthwork is stipulated, that stipulated allowance quantity of work shall also be included in addition to the quantity computed from the bidders earthwork takeoff ). The following UNIT Prices Quoted are for increases or decreases in the above quantities included in the Lump Sum Base and/or Alternate Bids. These UNIT Prices include all charges for labor, materials and equipment, fee, layout, supervision (field and home office), general expenses, taxes, insurances, overhead and profit, but not limited to, for accomplishment of the UNIT Price item(s). Clarification Note: The UNIT Prices quoted by the Contractor shall apply to increases (additive change orders) and to decreases (deductive change orders). This requirement shall supplement the requirements of the General Conditions, and Instructions to Bidders. Changes in the contract amount which are computed using the Stated Allowances and UNIT Prices shall be figured at the same UNIT price whether additive or deductive. ITEM Fencing System (Including 2 Line Posts per 20 ) ALLOWANCE QUANTITY 20 LF Fence Posts (Tensioning Posts) 1 UNIT Sod Man Gate (4 Wide Including Gate Posts) 100 SF 1 UNIT Page 1 of 2 ALLOWANCE UNIT PRICE TOTAL

7 AU Form C-3 B November 2001 Revised by AU on July 12, 2007 ITEM ALLOWANCE QUANTITY ALLOWANCE UNIT PRICE TOTAL 12 Wide Double Gate Including Gate Posts 1 UNIT Asphalt Overlay (1 Build-up) 10 SY Demolition of reinforced concrete 5 CY Silt Fence 100 LF Wattle 1 UNIT Inlet protection 1 UNIT Staked Hay Bale 10 LF Concrete sidewalk section (as specified) to include grading, base prep., formwork, and finishing. 60 SF ALDOT Type A Concrete Header Curb, 18 tall instead of standard 14 tall, as detailed (ochre colored) 10 LF Demolition of Chain Link Fence System 20 LF Winged Privacy Slats 6 High 20 LF 0.11_Attachment B to Proposal Form, AU Form C-3B_ Page 2 of 2

8 SPECIAL CONDITIONS 1. TIME OF COMPLETION Work in this contract shall be substantially completed within 60 calendar days of the date stated in the Notice to Proceed. 2. WORKING HOURS Working hours within the existing track fenced area will be normal business hours ending at 3:00 p.m. CST. Night and weekend work within the existing track fenced area will not be allowed. 3. LAYDOWN AREA Contractor is to minimize on-site material storage as much as possible. If required, the lay down area will be located on the track so as not to block more than half the width of the track in the area under construction. 4. RAIN DAY CLASS: The rain day classification for this project is Class III due to the minimal effect of a rain event on this type of project. See the Supplemental General Conditions section in this manual for more information. 5. BUILDER S RISK INSURANCE: Contractor is responsible for providing Builder s Risk Insurance. Contractor has 24 hours after Bid Opening to provide a reasonable DRAFT of all applicable insurance certificate documents. 6. ADEM PERMITTING An ADEM permit will not be required due to the minimal amount of land disturbance involved in the scope of this project. 7. PROJECT SIGN No project sign is required. 8. MILESTONES If Alternate #2 is taken, all work associated with this alternate shall be complete before January 9, 2013.

9 SECTION UNIT PRICES PART 1 - GENERAL 1.1 SUMMARY A. Section includes administrative and procedural requirements for unit prices. B. Related Section: 1. Division 01 Section "Contract Modification Procedures" for procedures for submitting and handling Change Orders. 1.2 DEFINITIONS A. Unit price is a price per unit of measurement for materials, equipment, or services, or a portion of the Work, added to or deducted from the Contract Sum by appropriate modification, if the scope of Work or estimated quantities of Work required by the Contract Documents are increased or decreased. 1.3 PROCEDURES A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit. B. Measurement and Payment: Refer to individual Specification Sections for work that requires establishment of unit prices. Methods of measurement and payment for unit prices are specified in those Sections. C. Owner reserves the right to reject Contractor's measurement of work-in-place that involves use of established unit prices and to have this work measured, at Owner's expense, by an independent surveyor acceptable to Contractor. D. List of Unit Prices: A schedule of unit prices is included in Part 3. Specification Sections referenced in the schedule contain requirements for materials described under each unit price. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 SCHEDULE OF UNIT PRICES A. Unit Price No. 1 Fencing System UNIT PRICES FORESITE GROUP, INC Controlled document is electronic file on Foresite Group server. Verify latest version. (c)

10 1. Description: All components, hardware, and labor to install regular section of specified fence to include 2 line posts per 20 feet. 2. Unit of Measurement: Linear Feet 3. Quantity Allowance: 20 B. Unit Price No. 2 Fence Posts (Tensioning/ Corner Posts) 1. Description: All components, hardware, and labor to install one tensioning/ corner post as specified 2. Unit of Measurement: Post Unit 3. Quantity Allowance: 1 C. Unit Price No. 3 - Sod 1. Description: All material and labor required to install specified sod. 2. Unit of Measurement: Square Feet 3. Quantity Allowance: 100 D. Unit Price No. 4 Man Gate (4 Wide including Gate Posts) 1. Description: All components, hardware, and labor to install one Man Gate as specified. 2. Unit of Measurement: Man gate Unit 3. Quantity Allowance: 1 E. Unit Price No Wide double gate including gate posts 1. Description: All components, hardware, and labor to install one 12 wide double gate as specified. 2. Unit of Measurement: Double Gate Unit 3. Quantity Allowance: 1 F. Unit Price No. 6 Asphalt Overlay 1. Description: All material and labor required to install 1 build up asphalt overlay. 2. Unit of Measurement: Square Yard 3. Quantity Allowance: 10 G. Unit Price No. 7 Demolition of concrete 1. Description: All labor and material required to demolish and remove reinforced concrete 2. Unit of Measurement: Cubic yard 3. Quantity Allowance: 5 H. Unit Price No. 8 Silt Fence 1. Description: All labor and material required to install specified silt fence. 2. Unit of Measurement: Linear feet 3. Quantity Allowance: 100 I. Unit Price No. 9 Wattle 1. Description: All labor and material required to install specified, sediment control wattle. UNIT PRICES FORESITE GROUP, INC Controlled document is electronic file on Foresite Group server. Verify latest version. (c)

11 SECTION CHAIN LINK FENCES AND GATES PART 1 - GENERAL 1.1 SUMMARY A. Section includes chain-link fences and swing gates. 1.2 PERFORMANCE REQUIREMENTS A. Delegated Design: Design chain-link fences and gates, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated. 1.3 SUBMITTALS A. Product Data: For each type of product indicated B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work. C. Samples: For each polymer-coated product and for each color and texture specified, in 6-inch lengths for components and on full-sized units for accessories. D. Delegated-Design Submittal: For chain-link fences and gate framework indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. E. Product Certificates: For each type of chain-link fence and gate, from manufacturer. F. Product Test Reports: For framing strength according to ASTM F G. Operation and maintenance data. H. Sample of special warranty. 1.4 WARRANTY A. Special Warranty: Manufacturer's standard form in which Installer agrees to repair or replace components of chain-link fences and gates that fail in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, deterioration of metals, metal finishes, and other materials beyond normal weathering. 2. Warranty Period: One year from date of Substantial Completion. CHAIN LINK FENCES AND GATES FORESITE GROUP, INC Controlled document is electronic file on Foresite Group server. Verify latest version. (c)

12 PART 2 - PRODUCTS 2.1 CHAIN-LINK FENCE FABRIC A. General: Provide fabric in one-piece heights measured between top and bottom of outer edge of selvage knuckle. Comply with CLFMI Product Manual and with requirements indicated below: 1. Fabric Height: 6 feet. 2. Steel Wire Fabric: Wire with a steel core wire of inch. (9 Gauge) a. Mesh Size: 2 inch. b. Polymer-Coated Fabric: ASTM F 668, Class 2b over zinc-coated steel wire. 1) Color: Black, complying with ASTM F Selvage: Knuckled at both selvages. 2.2 FENCE FRAMING A. Posts and Rails: Comply with ASTM F 1043 for framing, including rails, braces, and line; terminal; and corner posts. Provide members with minimum dimensions and wall thickness according to ASTM F 1043 based on the following: 1. Fence Height: 72 inches. 2. Heavy Industrial Strength: Material Group IA, round steel pipe, Schedule 40. a. Line Post: 1.9 inches in diameter. b. End, Corner and Pull Post: inches in diameter. c. Top Rail, Brace Rail and Gate Frames: 1.66 in diameter. 3. Metallic Coating for Steel Framing: a. Type A zinc coating. b. Type B zinc with organic overcoat. c. External, Type B zinc with organic overcoat and internal, Type D zinc-pigmented coating. d. Type C, Zn-5-Al-MM alloy coating. e. Coatings: Any coating above. 4. Polymer coating over metallic coating. a. Color: Black, complying with ASTM F 934. b. Optional Supplemental Color Coating: 3 mil polyester as per ASTM F1043, Section 7.3. CHAIN LINK FENCES AND GATES FORESITE GROUP, INC Controlled document is electronic file on Foresite Group server. Verify latest version. (c)

13 2.3 TENSION WIRE A. Polymer-Coated Steel Wire: inch- (6 ga.) finished diameter, tension wire complying with ASTM F 1664, Class 1 over zinc-coated steel wire. 1. Color: Black, complying with ASTM F SWING GATES A. General: Comply with ASTM F 900 for gate posts and single and double swing gate types. 1. Gate Leaf Width: As specified 2. Gate Fabric Height: 6 feet B. Frame Corner Construction: Welded or assembled with corner fittings. C. Hardware: 1. Hinges: 90-degree inward and outward swing. 2. Latches permitting operation from both sides of gate with provision for padlocking accessible from both sides of gate. 3. Padlock and Chain: Padlock with Best 7-PIN IC Core to meet Auburn University specifications. 4. Lock: Best 7-PIN IC Core. 2.5 FITTINGS A. General: Comply with ASTM F 626. B. Finish: 1. Metallic Coating for Pressed Steel or Cast Iron: Not less than 1.2 oz. /sq. ft. zinc. a. Polymer coating over metallic coating. 2.6 PRIVACY SLATS A. Material: PDS Winged Slats or approved equal B. Color: As selected by Owner from manufacturer's full range. 2.7 GROUT AND ANCHORING CEMENT A. Nonshrink, Nonmetallic Grout: Premixed, factory-packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C Provide grout, recommended in writing by manufacturer, for exterior applications. CHAIN LINK FENCES AND GATES FORESITE GROUP, INC Controlled document is electronic file on Foresite Group server. Verify latest version. (c)

14 B. Erosion-Resistant Anchoring Cement: Factory-packaged, nonshrink, nonstaining, hydrauliccontrolled expansion cement formulation for mixing with potable water at Project site to create pourable anchoring, patching, and grouting compound. Provide formulation that is resistant to erosion from water exposure without needing protection by a sealer or waterproof coating and that is recommended in writing by manufacturer, for exterior applications. PART 3 - EXECUTION 3.1 INSTALLATION A. Examine areas and conditions, with Installer present, for compliance with requirements for a verified survey of property lines and legal boundaries, site clearing, earthwork, pavement work, and other conditions affecting performance of the Work. 1. Do not begin installation before final grading is completed unless otherwise permitted by Architect. B. Proceed with installation only after unsatisfactory conditions have been corrected. C. Stake locations of fence lines, gates, and terminal posts. Do not exceed intervals of 500 feet or line of sight between stakes. Indicate locations of utilities, lawn sprinkler system, underground structures, benchmarks, and property monuments. D. Install chain-link fencing to comply with ASTM F 567 and more stringent requirements indicated. E. Post Excavation: Drill or hand-excavate holes for posts to diameters and spacings indicated, in firm, undisturbed soil. F. Post Setting: Set posts in concrete at indicated spacing into firm, undisturbed soil. 1. Verify that posts are set plumb, aligned, and at correct height and spacing, and hold in position during setting with concrete or mechanical devices. 2. Concrete Fill: Place concrete around posts to dimensions indicated and vibrate or tamp for consolidation. Protect aboveground portion of posts from concrete splatter. a. Concealed Concrete: Top 2 inches below grade to allow covering with surface material. G. Terminal Posts: Locate terminal end, corner, and gate posts per ASTM F 567 and terminal pull posts at changes in horizontal or vertical alignment of 15 degrees or more. H. Line Posts: Space line posts uniformly at 10 feet o.c. I. Tension Wire: Install according to ASTM F 567, maintaining plumb position and alignment of fencing. Provide horizontal tension wire at the following locations: 1. Extended along bottom of fence fabric. J. Privacy Slats: Install slats in direction indicated, as per mfg s instructions. CHAIN LINK FENCES AND GATES FORESITE GROUP, INC Controlled document is electronic file on Foresite Group server. Verify latest version. (c)

15 1. Vertically. K. Install gates according to manufacturer's written instructions, level, plumb, and secure for full opening without interference. Attach fabric as for fencing. Attach hardware using tamperresistant or concealed means. Install ground-set items in concrete for anchorage. Adjust hardware for smooth operation and lubricate where necessary. L. Gates: Adjust gates to operate smoothly, easily, and quietly, free of binding, warp, excessive deflection, distortion, nonalignment, misplacement, disruption, or malfunction, throughout entire operational range. Confirm that latches and locks engage accurately and securely without forcing or binding. END OF SECTION CHAIN LINK FENCES AND GATES FORESITE GROUP, INC Controlled document is electronic file on Foresite Group server. Verify latest version. (c)