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HomeMy WebLinkAboutCorrespondence 150 E. Gay Street, Suite 1510, Columbus, OH 43215 USA T: +1.614.744.4300 | www.exp.com August 11, 2020 City of Carmel - Ms. Rachel Keesling Mr. Darin Mindham Mr. David Littlejohn Mr. Steve Cook Mr. Chad Miller Carmel Fire Department Re: Docket Number PZ-2020-00084 DP/ADLS and PZ-2020-00118 ZW Plan Review Comments One Civic Square Carmel, Indiana 46032 EXP Project No.: COL-00255676-A1 AT&T 96th Street Maintenance Building and Site Work To Whom It May Concern: This letter is the item-by-item written response to address the specific comments listed in the plan review with a completed date of 08/05/2020 regarding the above referenced project. The format of the response will be as follows: We will indicate the original comment numbered as you have in your comment letter followed by the response in bold. A-50002 - Rachel Keesling Elevation Colors 1. Please provide info on what colors the building will be. A photo of color swatches or a materials sample sheet would work. Response: Please see attached rendering on sheet A-50002. Bollards 2. What color will the bollards be? Response: Bollards will be hazard yellow. Accessory Building Height 3. Accessory buildings are limited to 18’ tall. This is 2’ taller than at 20’. Please reduce the height of the building. Another option would be to request a zoning waiver for the extra 2’, which is 10% over. Zoning waivers are allowed to be requested up to 35%. Response: The structural roof panel at the peak is 20’-10” above the slab. The additional height is required to accommodate the vehicle lifts to be installed inside the building. A waiver has been requested. The assigned docket number is PZ-2020-00118 ZW. 150 E. Gay Street, Suite 1510, Columbus, OH 43215 USA T: +1.614.744.4300 l www.exp.com EXP U.S. Services Inc. Response Plan Review # PZ-2020-00084 and PZ-2020-00118 Re: AT&T Plan Review Comments Project Number: COL-00255676-A1 Date: August 11, 2020 2 C-10001 – Rachel Keesling Sidewalk Removal 1. Why is this sidewalk being removed? Response: The east end of the sidewalk is being removed and replaced to provide an ADA accessible ramp. The location of Keynote 13 has been updated to accurately depict this. Existing Bushes/Trees 2. On the aerial photo for this site, there appears to be large trees or bushes along the edge of the pavement. Will these be remaining in the areas not effected? Please show these on the demo plan if they are proposed to be removed. Response: The existing shrubs are to be removed. Keynote 14 has been added to C-10001 calling for shrub removal along the existing pavement. C-20001 Daren Mindham Tree Preservation Fencing 1. Please put up tree preservation fencing around all existing wooded areas and the trees in the front. Response: Tree preservation has been included along the east wooded area and the trees in the front of the property. Please see sheets C-10001 and L-10001. Landscape Plan 2. Please submit a landscape plan for this project. I have made notes on this sheet for the requirements. I have uploaded tree planting details for your use in the correspondence folder. Response: A Landscape Plan and planting details have been included in the Plan Set. Please see sheets L- 10001 and L-20001. Western Perimeter Bufferyard 3. Please plant 4 shade trees and 10 shrubs per 100 linear feet per the UDO. 3 shrubs can equal 1 shade tree. I would recommend planting 5 shade trees in this area to meet the requirement. Hybrid elm would be a good choice. Response: Planting in the Western Perimeter Bufferyard has been provided. Please see sheet L-10001. Northern Perimeter Bufferyard 4. Please plant 4 shade trees and 10 shrubs per 100 linear feet per the UDO. 12 shade trees and 30 shrubs would be fine. I would recommend 12 shade trees and planting the area in prairie grasses and making the area a ‘no mow’ area would also meet this requirement for me. This area could become a wooded line like the one on the east perimeter. Response: Planting in the Northern Perimeter Bufferyard has been provided. Please see sheet L-10001. 150 E. Gay Street, Suite 1510, Columbus, OH 43215 USA T: +1.614.744.4300 l www.exp.com EXP U.S. Services Inc. Response Plan Review # PZ-2020-00084 and PZ-2020-00118 Re: AT&T Plan Review Comments Project Number: COL-00255676-A1 Date: August 11, 2020 3 Southern Perimeter Bufferyard 5. 6 shade trees, 1 ornamental tree and 15 shrubs per 100 linear feet is required. Per the UDO, the other 3 existing trees can count toward the requirement adjacent to the new parking there. These trees should be placed back away from the power lines as much as possible. 9 shade trees, 2 ornamental trees and 25 shrubs will need to be planted as the far SW corner from GIS doesn’t seem to be wooded like the rest of the eastern border for a 175’ linear distance. Field verify if needed. Response: Planting in the Southern Perimeter Bufferyard has been provided. Please see sheet L-10001. Parking Lot Plantings 6. 1 shade tree and 5 shrubs are required per every 10 parking spaces. I believe there are 75 spaces total for a landscaping requirement of 7 shade trees and 75 shrubs. Again, I would like to promote more trees. If you can plant 32 (25+7) trees in this cloud area as a reforestation location that would meet the parking lot trees requirement. I would like to also make this area a no mow area and essentially expand the wooded line from the east to incorporate these trees. Otherwise, the parking lot trees will need to be scattered around the parking lot and parking lot islands and bumpouts created. If the impervious surface is not increased by 35%, then this requirement is not required. Please let me know if that is the case and by what percentage the impervious surface is increased. Response: The impervious surface area of the parking lot is only increased by 25%. Parking Lot Plantings are not required. C-20001 Rachel Keesling Building Square Footage 7. Please label the building square footage on the site plan. Response: The square footage of the proposed building has been labeled on the Site Plan sheet C-20001. Site Details 8. Please add a site detail info box that has the total number of existing parking spaces, number of new parking spaces, building square footages, impervious parcel coverage (acreage and percent), site acreage, etc. Response: A Site Information Table has been provided on sheet C-20001. Sidewalk 9. Where does this sidewalk lead to? I noticed on the demo plan it is shown as being removed. Will it be put back to have access for this door? Response: Only the east end of the sidewalk is being removed for ADA accessibility. The existing sidewalk is now shown. Please see sheet C-20001. 150 E. Gay Street, Suite 1510, Columbus, OH 43215 USA T: +1.614.744.4300 l www.exp.com EXP U.S. Services Inc. Response Plan Review # PZ-2020-00084 and PZ-2020-00118 Re: AT&T Plan Review Comments Project Number: COL-00255676-A1 Date: August 11, 2020 4 Main Entrance 10. Where is the main entrance to the existing building? There should be a sidewalk access to it. Response: The main entrance to the existing building is on the east face of the southeast corner of the building. There is a sidewalk that can access it. Please see response to comment 9. Existing building setback 11. Please label the existing building setback on the site plan. Response: The existing building setback from the south property line has been labeled. See sheet C-20001. Proposed Building Setback 12. Please label the proposed building setback on the site plan. Response: The proposed building setbacks from all property lines have been labeled. See sheet C-20001. Easements 13. Are there any easements on this side yard? Response: There are no easements along the east side yard. Side Yard Setback 14. Please label the distance of the building to the property line to the east. Response: A label showing the distance of the proposed building to the east property line has been included on sheet C-20001. Rear Yard 15. Please label the distance of the building to the north property line. Response: The distance between the proposed building to the north property line has been labeled. See sheet C-20001. Side Yard Setback 2 16. Please label the distance of the building to the west property line. Response: The distance between the proposed building and the west property line has been labeled. See sheet C-20001. 150 E. Gay Street, Suite 1510, Columbus, OH 43215 USA T: +1.614.744.4300 l www.exp.com EXP U.S. Services Inc. Response Plan Review # PZ-2020-00084 and PZ-2020-00118 Re: AT&T Plan Review Comments Project Number: COL-00255676-A1 Date: August 11, 2020 5 C-20001 – David Littlejohn ADA Accessible Route 1. Provide an ADA compliant accessible route from the new multi-use path along 96th St. to the entrance of the building. Response: An ADA accessible route from the new multi-use path is provided within the drive entry. Please see Sheet C-30001. Bicycle Parking Required 2. Section 5.29 of the City’s UDO requires bicycle parking for office uses to be provided at a rate of 1 space for every 10,000 sq. ft. Revise the plans to include the required bicycle parking. The UDO requires that bike racks be an inverted-U or A-frame type of rack and that they be installed within 50 ft of the main entrance of the building. Response: Bicycle parking has been provided for both the existing and proposed buildings. Please see Sheet C-20001 and Detail 1/C-60001. C-20001 – Carmel Fire Department Knox Switch 1. Any driveway or parking lot gate system installed shall have a Fire Department quick access knox switch installed. Response: Keynote 9/C-20001 now includes a note stating the owner is responsible for providing a quick access knox switch for the gate. C-40001 – Steve Cook Changemark #01 1. We will need to review domestic water backflow device installation drawings. Response: A domestic water backflow device has been provided in the building. Please see P-10102 and P- 60001. C-40001 – Chad Miller Vectren Energy-CenterPoint 2. Please protect the existing gas service line and meter set during the demo and construction stages. Response: Keynote 5/C-10001 and Keynote 9/C-40001 have been provided stating to protect existing gas service line and meter set. 150 E. Gay Street, Suite 1510, Columbus, OH 43215 USA T: +1.614.744.4300 l www.exp.com EXP U.S. Services Inc. Response Plan Review # PZ-2020-00084 and PZ-2020-00118 Re: AT&T Plan Review Comments Project Number: COL-00255676-A1 Date: August 11, 2020 6 C-60004 – Rachel Keesling Gate Material 1. Please provide more info on what the gate will look like – Fabric is shown here, will that just be a mesh? Black color? Response: The gate will be made of aluminized steel chain link fabric. The detail on sheet C-60004 has been updated to show the fabric. E-10001 – Rachel Keesling Sign 1. Please provide sign details if this is new and will be installed as part of this project. Response: A new sign will not be installed as part of this project. A new sign will be installed separately by the owner. Spec Section 323113 “Chain Link Fences and Gates” – Rachel Keesling Gate Photo 1. Please submit a photo of a similar gate/screen Response: A photo has been submitted of a similar gate. Lithonia Lighting Features & Specifications – Rachel Keesling Pole Height 1. How tall will the light poles be? Response: Existing poles are to be reused and relocated as required. (2) new poles are to be provided, to match height of existing: 25’ nominal. Poles are specified in keynote #15, sheet E10001: “Provide pole base and new fixture as indicated on new pole – Lithonia SSS 25’ 6G DM19AS UL DDBXD or approved equal. Verify and match existing pole height; verify fixture mounting details. (Typical of (2) new poles.)” DP Application – Rachel Keesling Eplan Contact 1. Please remove me as the contact for your eplan review. This should be you as the main person for the project, the one who will be uploading your plans and responses to reviewers comments. Response: The Eplan Review Contact has been revised. 150 E. Gay Street, Suite 1510, Columbus, OH 43215 USA T: +1.614.744.4300 l www.exp.com EXP U.S. Services Inc. Response Plan Review # PZ-2020-00084 and PZ-2020-00118 Re: AT&T Plan Review Comments Project Number: COL-00255676-A1 Date: August 11, 2020 7 Docket Number 2. Please add the docket number – PZ-2020-00084 DP/ADLS to the application. Response: The docket number has been added to the application. If you have any questions, please do not hesitate to call. Sincerely, EXP U.S. Services Inc. Marcia Baschnagel Project Manager SHRUB PLANTING DETAIL 1 1/2 - 2 TIMES BALL DIAMETER LEAVE SOIL UNDER ROOT BALL UNDISTURBED TO HELP SUPPORT IT AND REDUCE SETTLING. Remove any container or twine and burlap. Backfill using existing soil. Water thoroughly to eliminate air pockets. Add 1-2 inches of hardwood mulch. Keep mulch 3 inches from trunk. Remove tags and labels. Prune only dead or broken branches or double leaders. Remove excess soil to locate and expose root flare. Root flare should be 1-2 inches above finish grade. Finish grade. Heavy_Duty_TYM-2000_Gate_System_Chain Link_R8 Page 1 of 7 5/30/19 Specification Section 32 31 00 TYM-2000 HEAVY DUTY CANTILEVER SLIDE GATE SYSTEM PART 1 - GENERAL: 1.01 SECTION INCLUDES: A. The work in this section shall include furnishing all labor, materials, equipment and appliances necessary to complete all Fortress TYM-2000 Heavy Duty Gate System(s) required for this project in strict accordance with this specification section and drawings. The gate and operator shall be specifically designed to complement each other as a system and be provided by a single manufacturer. Components (operator from one source and gate panel from another) assembled at the job site to form a system will not be approved. 1.02 REFERENCES: A. UL 325 Gate Operator Requirements. See 2.01 D. 1. Automated / operated vehicular gates are not to be used for pedestrian traffic. Separate pedestrian gates must always be provided if pedestrian traffic is expected. B. ASTM F2200 – Standard Specification for Automated Vehicular Gate Construction. See 2.01 D. C. ASTM F 1184 – Standard Specification for Industrial and Commercial Horizontal Slide Gates, Type II, Class 2. See 3.02 B. D. American Welding Society AWS D1.2 Structural Welding Code. See 2.01 C. E. American Society of Civil Engineers – ASCE-7 Wind Load Requirements. See 1.03C4 1.03 SUBMITTAL: A. Product Data: 1. Provide manufacturer’s catalog cuts with printed specifications and installation instructions. 2. Deliver two copies of operation and maintenance data covering the installed products. Manual to include parts list showing manufacturer’s names and part numbers for the gate operator. B. Shop Drawings: 1. Supply shop drawings showing the relationship of operating systems with gate components, including details of all major components. 2. Include complete details of gate construction, gate height ane post spacing dimensions. C. Certification of Performance Criteria: 1. Manufacturer of gate system shall provide certification stating the gate system includes the following material components that provide superior performance and longevity. Alternate designs built to minimum standards that do not include these additional structural features shall not be accepted. Heavy_Duty_TYM-2000_Gate_System_Chain Link_R8 Page 2 of 7 5/30/19 a. Gate track system shall be keyed to interlock into gate frame member (providing 200% additional strength when compared to weld only keyless systems). When interlocked with and welded to the "keyed" frame top member, gate track forms a composite structure. b. Gate shall have a minimum counterbalance length of 50% opening width which provides a 36% increase in lateral resistance (when compared to ASTM minimum of 40% counterbalance). If gate is ever to be automated, counterbalance section shall be filled with fabric or other specified material. c. To provide superior structural integrity, intermediate vertical members shall be used - with spacing between verticals to be less than 50% of the gate frame height. d. Entire gate frame (including counterbalance section) shall include 2 adjustable stainless or galvanized steel cables (minimum 3/16”) per bay to allow complete gate frame adjustment (maintaining strongest structural square and level orientation). e. Gate truck assemblies shall be tested for continuous duty and shall have precision ground and hardened components. Bearings shall be pre-lubricated and contain shock resistant outer races and captured seals. f. Gate truck assemblies shall be supported by a minimum 5/8” plated steel bolt with self aligning capability, rated to support a 2,000 # reaction load. g. Hanger brackets shall be hot dipped galvanized steel with a minimum 3/8” thickness that is also gusseted for additional strength. h. Gate top track and supporting hangar bracket assemblies shall be certified by a licensed professional engineer to withstand a 2,000 lb. vertical reaction load without exceeding allowable stresses. i. Gate is to be designed to meet specified ASCE-7 wind load requirements with the gate in the closed and latched condition only. Typical gate design is expected to operate satisfactorily in winds up to 30 MPH. Depending on gate panel infill, winds higher than 30 MPH may cause gate operational problems (if automated, operator entrapment may trigger; gate panel may not engage receiver). For sites with higher operational, non-typical, or specified wind loadings, manufacturer should be advised of the site conditions and a specifically engineered design will be offered. D. Certifications: 1. Gate in compliance with ASTM F 2200, Standard Specification for Automated Vehicular Gate Construction per section 1.02 B. 2. The gate operator shall be in compliance with UL 325 as evidenced by UL listing label attached to gate operator. See 1.02 A 3. Gate manufacturer shall provide independent certification as to the use of a documented Welding Procedure Specification and Procedure Qualification Record to insure conformance to the AWS D1.2 welding code. Upon request, Individual Certificates of Welder Qualification documenting successful completion of the requirements of the AWS D1.2 code shall also be provided. See 1.02 D. Heavy_Duty_TYM-2000_Gate_System_Chain Link_R8 Page 3 of 7 5/30/19 4. Manufacturer shall supply gate design performance certification as per section 1.03 C. 5. Gate is to be designed to meet specified ASCE-7 wind load requirements with the gate in the closed and latched condition only. Typical gate design is expected to operate satisfactorily in winds up to 30 MPH. Depending on gate panel infill, winds higher than 30 MPH may cause gate operational problems (operator entrapment sensing may trigger; gate panel may not engage receiver). For sites with higher operational, non-typical, or specified wind loadings, manufacturer should be advised of the site conditions and a specifically engineered design will be offered. See 1.02 E. PART 2 - PRODUCTS: 2.01 CANTILEVER SLIDE GATE SYSTEM MANUFACTURERS: A. The cantilever sliding gate system shall be manufactured by Tymetal Corp., 678 Wilbur Avenue, Greenwich, NY 12834 - (800) 328 – 4283 or (888) 978-4283. B. Approved substitution – All other systems must be submitted to the design team in accordance with substitution requirements as set forth in the general provisions of the specification manual for approval prior to the bid date. Products submitted after the bid date will not be approved. 2.02 VEHICULAR SLIDE GATE OPERATOR TYM-2000: A. The slide gate operator as provided by Tymetal Corp. shall open and close cantilever, overhead, or track gates, to provide convenience and security. This model is adapted to function with most accessories including: radio controls, electro-mechanical locks, single and three button control stations, digital keypads, coded cards, sensing loops, telephone entry systems, and revenue control equipment. The operator utilizes 230 Volt AC single phase power. Control voltage in each case is 5 Volt DC. B. The gate operator includes an APeX Controller with integrated radio receiver, plug-in loop detector capability, surge protection, and easy to read labeling standard. C. Capacity: 1. The gate operator shall be rated to operate a gate weighing up to 2000 lbs. D. The gate operator shall be UL 325 compliant for Class I, II, III, and IV. E. Design Criteria: 1. Operation shall be by means of a 1 horsepower single phase instant reversing motor, transferring power to a four inch diameter pulley, to a right angle oil bath gear reducer using another four inch diameter pulley and V-belt. Power is then transferred through a sliding collar disconnect system to the output drive shaft equipped with a #40 drive sprocket and roller chain which attaches to the gate with heavy-duty gate attachment brackets. Intermediate chain supports with anti-catch design shall also be supplied. 2. The operator shall open the gate at a rate of approximately 11 inches per second. 3. The #40 chain shall be coated with “Armor Coat” corrosive resistant chain coating. Corrosive resistance exceeds nickel plating. F. Components: 1. Standard mechanical components shall include as a minimum. Heavy_Duty_TYM-2000_Gate_System_Chain Link_R8 Page 4 of 7 5/30/19 a. 3/16 inch thick, weather resistant UV-stabilized polyethylene one piece cover which is fully removable and lockable. b. Heavy-duty, plated frame with mounting legs for pad mounting standard. c. Pedestal to raise operator from ground level and protect from high water. d. 20:1 right-angle oil bath gear reducer. e. Arctic package with immersion heater. f. One inch solid steel output drive shaft. g. Spring loaded manual disconnect. h. Steel “critter” plate to prevent entry of ground pests. 2. Standard electrical components shall include as a minimum: a. 1 HP motor with thermal overload protection in 230 VAC single phase. b. Solid state logic controls featuring 15 diagnostic L.E.D. indicators and auto- close timer (1 second to 9 minutes). c. Inherent, fully adjustable motor over-current sensing to detect obstructions via precision 24 turn potentiometer, with separate adjustments for opening and closing directions. d. Controller housed in zinc plated control box with separate box provided for connection of field power. e. Power On/Off switch. f. Contacts for opening, closing and reversing accessories, as well as contact and non-contact obstruction sensing devices. 24 VAC and 24 VDC available on terminal strip to power accessory devices, provided by non-circuit board mounted transformer with minimum 40VA rating. g. Four adjustable limits with precision snap-action type limit switches to control gate position, mounted inside a separate four switch limit box. h. Master/slave or stand alone capable with dip switch selection. Three wire twisted pair shielded cable required. G. Access Control: 1. Entrapment Devices: a. Photoelectric through beams / photo eyes shall be installed to span the clear opening and gate path at the tail section. 2. Optional accessories, contact, non-contact, and control devices: a. Control devices include pushbuttons, radio controls, keypads, card readers, key switches, telephone entry systems, and revenue control equipment. b. Contact and non-contact devices include photoelectric sensors, vehicle detectors, proximity sensors, and contact edges. c. Accessories include flashing strobe lights, cycle counters, and intercom systems. H. Factory Inspection and Testing 1. Manufacturer shall test each operator at factory to assure smooth, quiet operation. Heavy_Duty_TYM-2000_Gate_System_Chain Link_R8 Page 5 of 7 5/30/19 2. Manufacturer shall test all control inputs to ensure proper function. 2.03 CANTILEVER SLIDE GATE: A. Gate Width: 1. Heavy Duty Gate may be used for clear openings up to 30’ wide. B. Heavy Duty Gate Frame: 1. The gate frame shall be fabricated from 6063-T6 aluminum alloy extrusions. The top member shall be a 3" x 5" (76mm x 127mm) aluminum structural channel/tube extrusion weighing not less than 3.0 lb/lf (4.4kg/m). To maintain structural integrity this frame member shall be "keyed" to interlock with the “keyed” track member. If fabricated as a single horizontal piece, the bottom member shall be a 2" x 5" (51mm x 127mm) aluminum structural tube weighing not less than 2.0 lb/lf (2.9kg/m). If fabricated in two horizontal pieces, the bottom member shall be a 5" (127mm) aluminum structural channel weighing not less than 2.6 lb/lf (3.8kg/m). When the gate frame is manufactured in two horizontal pieces or sections, they shall be spliced in the field (the gate frame shall be fabricated in one or multiple sections depending on size requirements or project constraints). 2. Vertical Members: a. The vertical members at the ends of the gate frame shall be “P” shaped in cross section with a nominal base dimension of no less than 2” x 2” (51mm x 51mm) and weighing not less than 1.6 lb/lf (2.3kg/m). Major 2” x 2” (51mm x 51mm) vertical members weighing not less than 1.1 lb/lf shall separate each bay and shall be spaced at less than gate height intervals. b. Intermediate 1” x 2” (25mm x 51mm) vertical members weighing not less than .82 lb/lf shall alternate between 2” x 2” major members. C. Gate Track: 1. The gate frame shall have a separate semi-enclosed “keyed” track, extruded from 6005A-T61 or 6105-T5 aluminum alloy, weighing not less than 2.9 lb/lf (4.2kg/m). The track member is to be located on only one side of the top primary. Welds to be placed alternately along the top and side of the track at 9" (229mm) centers with welds being a minimum of 2" (51mm). D. All welds on the gate frame shall conform to Welding Procedure Specification and Procedure Qualification Record to insure conformance to the AWS D1.2 Structural Welding Code. All individual welders shall be certified to AWS D1.2 welding code. See 1.02 D. E. Gate Mounting: 1. The gate frame is to be supported from the track by two (2) swivel type, self- aligning, 4-wheeled, sealed lubricant, ball-bearing truck assemblies. 2. The bottom of each support post shall have a bracket equipped with a pair of 3” (76mm) UHMW guide wheels Wheel cover protectors shall be included with bottom guides to comply with UL325. 3. Gap protectors shall be provided and installed, compliant with ASTM F 2200-05. F. Diagonal Bracing: Heavy_Duty_TYM-2000_Gate_System_Chain Link_R8 Page 6 of 7 5/30/19 1. Diagonal "X" bracing of 1/4” diameter stainless or galvanized steel cable shall be installed throughout the entire gate frame. G. The gate shall be completed by installation of approved filler as specified. 1. Chain Link: 2” x 2” x 9 gauge aluminized steel chain link fabric shall extend the entire length of the gate (if operated gate, counterbalance must also have fabric to prevent reach through and comply with ASTM F2200, see 1.03 C.1) Fabric shall be attached at each end of the gate frame by standard fence industry tension bars and tied at each 2” x 2” (51mm x 51mm) vertical member with standard fence industry ties. ASTM F2200 requires attachment method that leaves no leading or bottom edge protrusions (cannot exceed 0.5 inch). H. Posts: 1. A single set of support posts shall be minimum 4" O.D. (102mm) round SS40 or 4” x 4” x 3/16” wall square steel tubing, grade 500. Gate posts shall be galvanized or coated and supported in concrete footings as specified by the design team. I. Finish: 1. Gate to be mill finish aluminum or color coated with polyester powder as specified. If powder coated, the gate (including track member) and all accessories shall be pretreated chemically by sand blasting or other acceptable method to ensure proper coating adherence. 2.04 WARRANTY: A. The cantilever slide gate and operator system shall be warranted by the manufacturer against manufacturing defects for a period of (3) three years from date of sale. The truck assembly shall be warranted against manufacturing defects by the manufacturer for a period of (5) five years from date of sale. PART 3 - EXECUTION: 3.01 SITE INSPECTION: A. Examine final grades and installation conditions. B. Do not begin work until all unsatisfactory conditions are corrected. 3.02 INSTALLATION: A. Install equipment of this section in strict accordance with the company’s printed instructions unless otherwise shown on the contract drawings. B. The gate and installation shall conform to ASTM F 1184 standards for aluminum cantilever slide gates, Type II, Class 2. See 1.02 C. C. The gate system is to comply with ASTM F2200 and UL 325. See 1.02 B and 1.02 A. D. Obstruction Sensing Systems: 1. The inherent motor current sensors are part of the gate operator system and may not be removed or bypassed. 2. The installing contractor shall be responsible to ensure that appropriate external secondary entrapment protection devices be installed for the specific site conditions to protect against all potential entrapment zones. Proper operation of these safety devices shall be verified and training as to the operation and maintenance of these devices for the users and owners shall be documented. Heavy_Duty_TYM-2000_Gate_System_Chain Link_R8 Page 7 of 7 5/30/19 3.03 SYSTEM ACCEPTANCE & VALIDATION: A. Acceptance Test: 1. Test each system function. 2. Supply all equipment necessary for system adjustment and testing. B. Test and Explain Safety Features: 1. Each system feature and device is a separate component of the gate system. 2. Read and follow all instructions for each component. 3. Ensure that all instructions for mechanical components, safety devices and the gate operator are available for everyone who will be using the gate system. 4. The warning signs shipped with the gate operator must be installed in prominent position on both sides of the gate. C. System Validation: 1. The complete system shall be adjusted to assure it is performing properly. 2. The system shall be operated for a sufficient period of time to determine that the system is in proper working order. 3. Ensure the owner is clear with regard to the safety points concerning the basic operational guidelines of the safety features of the gate operator system. These safety points are listed in the operator manual and must be read prior to system use. 4. Installer and customer shall complete Operated Gate System Installation Checklist (see operator manual). Note: Tymetal Corp. reserves the right to modify and/or make changes as deemed necessary without previous notice. DECIDUOUS TREE PLANTING DETAIL Remove trunk wrap if necessary. Remove all wire baskets, twine and burlap. Before tree is in the hole, remove bottom of basket cutting horizontally. After tree is in the hole, remove rest of basket cutting vertically. Backfill using existing soil. Water thoroughly to eliminate air pockets. Add 1-2 inches of hardwood mulch. Keep mulch 3 inches from trunk. Remove tags and labels. Prune only dead or broken branches or double leaders. Stake tree if necessary. Remove excess soil to locate and expose root flare. Root flare should be 1-2 inches above finish grade. Finish grade. 1 1/2 - 2 TIMES BALL DIAMETER LEAVE SOIL UNDER ROOT BALL UNDISTURBED TO HELP SUPPORT IT AND REDUCE SETTLING. TREE PRESERVATION DETAIL Drip Line. Minimum 4 foot chain link or high visibility plastic mesh fence. Metal fence post. Drip Line. Existing grade. GUIDELINES 1. Erect fence barriers around all “saved” trees near the construction activity. 2. Fence multiple trees together when possible. 3. Fence barriers shall be placed outside the drip line and as far from the tree as construction permits. 4. Fence posts shall be placed no further than 15 feet apart. 5. No staging of material or grading shall occur within the fenced tree preservation area.