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Home My WebLink About103166 ZAK DIRT - CONTRACT - BID - 7673 N COLLEGE IMPROVEMENTS PROJECT - CONIFER TO WServices Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 1 of 36 SERVICES AGREEMENT THIS AGREEMENT made and entered into the day and year set forth below by and between THE CITY OF FORT COLLINS, COLORADO, a Municipal Corporation, hereinafter referred to as the "City" and ZAK DIRT INC., hereinafter referred to as "Service Provider". WITNESSETH: In consideration of the mutual covenants and obligations herein expressed, it is agreed by and between the parties hereto as follows: 1. Scope of Services. The Service Provider agrees to provide services in accordance with the scope of services attached hereto as Exhibit "A", consisting of twenty-nine (29) pages and incorporated herein by this reference. Irrespective of references in Exhibit A to certain named third parties, Service Provider shall be solely responsible for performance of all duties hereunder. 2. Time of Commencement and Completion of Services. The services to be performed pursuant to this Agreement shall be initiated December 15, 2015. Services shall be completed no later than July 15, 2018. Time is of the essence. Any extensions of the time limit set forth above must be agreed upon in a writing signed by the parties. 3. Contract Period. This Agreement shall commence as of December 15, 2015, and shall continue in full force and effect until July 15, 2018, unless sooner terminated as herein provided 4. Delay. If either party is prevented in whole or in part from performing its obligations by unforeseeable causes beyond its reasonable control and without its fault or negligence, then the party so prevented shall be excused from whatever performance is prevented by such cause. To the extent that the performance is actually prevented, the Service Provider must provide written notice to the City of such condition within fifteen (15) days from the onset of such condition. 5. Early Termination by City/Notice. Notwithstanding the time periods contained herein, the City may terminate this Agreement at any time without cause by providing written notice of termination to the Service Provider. Such notice shall be delivered at least fifteen (15) days prior to the termination date contained in said notice unless otherwise agreed in writing by the parties. All notices provided under this Agreement shall be effective when mailed, postage prepaid and sent to the following addresses: Service Provider: City: Copy to: Zak Dirt Inc. Attn: Angelo Mancina 14290 Hilltop Road Longmont, CO 80504 City of Fort Collins Attn: Mark Laken PO Box 580 Fort Collins, CO 80522 City of Fort Collins Attn: Purchasing Dept. PO Box 580 Fort Collins, CO 80522 In the event of early termination by the City, the Service Provider shall be paid for services DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 2 of 36 rendered to the date of termination, subject only to the satisfactory performance of the Service Provider's obligations under this Agreement. Such payment shall be the Service Provider's sole right and remedy for such termination. 6. Contract Sum. The City shall pay the Service Provider for the performance of this Contract, subject to additions and deletions provided herein, Forty-Five Thousand Dollars ($45,000) as per the attached Exhibit "A", consisting of twenty-nine (29) pages, and incorporated herein by this reference. 7. City Representative. The City will designate, prior to commencement of the work, its representative who shall make, within the scope of his or her authority, all necessary and proper decisions with reference to the services provided under this agreement. All requests concerning this agreement shall be directed to the City Representative. 8. Independent Service provider. The services to be performed by Service Provider are those of an independent service provider and not of an employee of the City of Fort Collins. The City shall not be responsible for withholding any portion of Service Provider's compensation hereunder for the payment of FICA, Workmen's Compensation or other taxes or benefits or for any other purpose. 9. Subcontractors. Service Provider may not subcontract any of the Work set forth in the Exhibit A, Statement of Work without the prior written consent of the city, which shall not be unreasonably withheld. If any of the Work is subcontracted hereunder (with the consent of the City), then the following provisions shall apply: (a) the subcontractor must be a reputable, qualified firm with an established record of successful performance in its respective trade performing identical or substantially similar work, (b) the subcontractor will be required to comply with all applicable terms of this Agreement, (c) the subcontract will not create any contractual relationship between any such subcontractor and the City, nor will it obligate the City to pay or see to the payment of any subcontractor, and (d) the work of the subcontractor will be subject to inspection by the City to the same extent as the work of the Service Provider. 10. Personal Services. It is understood that the City enters into the Agreement based on the special abilities of the Service Provider and that this Agreement shall be considered as an agreement for personal services. Accordingly, the Service Provider shall neither assign any responsibilities nor delegate any duties arising under the Agreement without the prior written consent of the City. 11. Acceptance Not Waiver. The City's approval or acceptance of, or payment for any of the services shall not be construed to operate as a waiver of any rights or benefits provided to the City under this Agreement or cause of action arising out of performance of this Agreement. 12. Warranty. a. Service Provider warrants that all work performed hereunder shall be performed with DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 3 of 36 the highest degree of competence and care in accordance with accepted standards for work of a similar nature. b. Unless otherwise provided in the Agreement, all materials and equipment incorporated into any work shall be new and, where not specified, of the most suitable grade of their respective kinds for their intended use, and all workmanship shall be acceptable to City. c. Service Provider warrants all equipment, materials, labor and other work, provided under this Agreement, except City-furnished materials, equipment and labor, against defects and nonconformances in design, materials and workmanship/workwomanship for a period beginning with the start of the work and ending twelve (12) months from and after final acceptance under the Agreement, regardless whether the same were furnished or performed by Service Provider or by any of its subcontractors of any tier. Upon receipt of written notice from City of any such defect or nonconformances, the affected item or part thereof shall be redesigned, repaired or replaced by Service Provider in a manner and at a time acceptable to City. 13. Default. Each and every term and condition hereof shall be deemed to be a material element of this Agreement. In the event either party should fail or refuse to perform according to the terms of this agreement, such party may be declared in default thereof. 14. Remedies. In the event a party has been declared in default, such defaulting party shall be allowed a period of ten (10) days within which to cure said default. In the event the default remains uncorrected, the party declaring default may elect to (a) terminate the Agreement and seek damages; (b) treat the Agreement as continuing and require specific performance; or (c) avail himself of any other remedy at law or equity. If the non-defaulting party commences legal or equitable actions against the defaulting party, the defaulting party shall be liable to the non-defaulting party for the non-defaulting party's reasonable attorney fees and costs incurred because of the default. 15. Binding Effect. This writing, together with the exhibits hereto, constitutes the entire agreement between the parties and shall be binding upon said parties, their officers, employees, agents and assigns and shall inure to the benefit of the respective survivors, heirs, personal representatives, successors and assigns of said parties. 16. Indemnity/Insurance. a. The Service Provider agrees to indemnify and save harmless the City, its officers, agents and employees against and from any and all actions, suits, claims, demands or liability of any character whatsoever brought or asserted for injuries to or death of any person or persons, or damages to property arising out of, result from or occurring in connection with the performance of any service hereunder. b. The Service Provider shall take all necessary precautions in performing the work hereunder to prevent injury to persons and property. c. Without limiting any of the Service Provider's obligations hereunder, the Service DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 4 of 36 Provider shall provide and maintain insurance coverage naming the City as an additional insured under this Agreement of the type and with the limits specified within Exhibit B, consisting of one (1) page, attached hereto and incorporated herein by this reference. The Service Provider before commencing services hereunder, shall deliver to the City's Purchasing Director, P. O. Box 580, Fort Collins, Colorado 80522, one copy of a certificate evidencing the insurance coverage required from an insurance company acceptable to the City. 17. Entire Agreement. This Agreement, along with all Exhibits and other documents incorporated herein, shall constitute the entire Agreement of the parties. Covenants or representations not contained in this Agreement shall not be binding on the parties. 18. Law/Severability. The laws of the State of Colorado shall govern the construction interpretation, execution and enforcement of this Agreement. In the event any provision of this Agreement shall be held invalid or unenforceable by any court of competent jurisdiction, such holding shall not invalidate or render unenforceable any other provision of this Agreement. 19. Prohibition Against Employing Illegal Aliens. Pursuant to Section 8-17.5-101, C.R.S., et. seq., Service Provider represents and agrees that: a. As of the date of this Agreement: 1. Service Provider does not knowingly employ or contract with an illegal alien who will perform work under this Agreement; and 2. Service Provider will participate in either the e-Verify program created in Public Law 208, 104th Congress, as amended, and expanded in Public Law 156, 108th Congress, as amended, administered by the United States Department of Homeland Security (the “e-Verify Program”) or the Department Program (the “Department Program”), an employment verification program established pursuant to Section 8-17.5-102(5)(c) C.R.S. in order to confirm the employment eligibility of all newly hired employees to perform work under this Agreement. b. Service Provider shall not knowingly employ or contract with an illegal alien to perform work under this Agreement or knowingly enter into a contract with a subcontractor that knowingly employs or contracts with an illegal alien to perform work under this Agreement. c. Service Provider is prohibited from using the e-Verify Program or Department Program procedures to undertake pre-employment screening of job applicants while this Agreement is being performed. d. If Service Provider obtains actual knowledge that a subcontractor performing work under this Agreement knowingly employs or contracts with an illegal alien, Service Provider shall: 1. Notify such subcontractor and the City within three days that Service Provider has actual knowledge that the subcontractor is employing or contracting with an illegal DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 5 of 36 alien; and 2. Terminate the subcontract with the subcontractor if within three days of receiving the notice required pursuant to this section the subcontractor does not cease employing or contracting with the illegal alien; except that Service Provider shall not terminate the contract with the subcontractor if during such three days the subcontractor provides information to establish that the subcontractor has not knowingly employed or contracted with an illegal alien. e. Service Provider shall comply with any reasonable request by the Colorado Department of Labor and Employment (the “Department”) made in the course of an investigation that the Department undertakes or is undertaking pursuant to the authority established in Subsection 8-17.5-102 (5), C.R.S. f. If Service Provider violates any provision of this Agreement pertaining to the duties imposed by Subsection 8-17.5-102, C.R.S. the City may terminate this Agreement. If this Agreement is so terminated, Service Provider shall be liable for actual and consequential damages to the City arising out of Service Provider’s violation of Subsection 8-17.5-102, C.R.S. g. The City will notify the Office of the Secretary of State if Service Provider violates this provision of this Agreement and the City terminates the Agreement for such breach. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 6 of 36 THE CITY OF FORT COLLINS, COLORADO By: Gerry Paul Purchasing Director DATE: ATTEST: APPROVED AS TO FORM: ZAK DIRT INC. By: Printed: Title: CORPORATE PRESIDENT OR VICE PRESIDENT Date: DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Angelo Mancina Corporate Treasurer 2/27/2017 Senior Assistant City Attorney 3/1/2017 City Clerk Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 7 of 36 EXHIBIT A SCOPE OF WORK & COMPENSATION SCOPE OF WORK The project limits are North College Avenue from Conifer Street to Willox Lane. The project includes: landscape maintenance as described in the specification. Work includes lawn mowing City owned parkways, irrigation system maintenance on City owned facilities, and landscape plant maintenance and warranty repairs for both parkways and medians that were installed as part of the N. College Conifer to Willox construction project in 2015/16. Per Project Special Specification 214.04, the Landscape Establishment period began on July 15, 2016 and will last for a period of 24 months from that date. The parkway turf maintenance period began on December 15, 2015 and will last for a period of 24 months from that date. COMPENSATION Monthly payments will be made for each month of maintenance per CDOT Construction Specifications Section 214. 5 percent of the lump sum payment will be paid for each of the eight growing season months, March through October. 2.5 percent of the lump sum amount will be paid for each of the winter months, November through February. Payment shall not be processed until all work at the time of the invoice is completed. Total payment of the contract shall not exceed $45,000 (original bid price) without execution of change order. Maintenance conducted prior to contract execution that has not been paid may be submitted with the first invoice. SPECIFICATIONS & PROJECT DRAWINGS Please refer to the following pages. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 8 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 1 REVISION OF SECTION 212 SEEDING, FERTILIZING, SOIL CONDITIONER AND SODDING Section 212 of the Standard Specifications is hereby revised for this project as follows: MATERIALS Subsection 212.02 Seed, Soil Conditioners, Fertilizers and Sod. Replace “Species shall be as shown on the plans” (c) – Sod, with the following: Turfgrass Sod: Certified Approved Number 1 Quality/Premium, including limitations on thatch, weeds, diseases, nematodes, and insects, complying with TPI's "Specifications for Turfgrass Sod Materials" in its "Guideline Specifications to Turfgrass Sodding." Furnish viable sod of uniform density, color, and texture, strongly rooted, and capable of vigorous growth and development when planted. Turfgrass Species: Sod of grass species as follows, with not less than ninety-five (95) percent germination, not less than eighty-five (85) percent pure seed: Type: Full sun, Kentucky bluegrass (Poa pratensis), a minimum of three (3) improved cultivars. Add the following seed type / supplier to (a) Seed as follows: Pawnee Buttes Seed Company P.O. Box 100 605 25 th Street Greeley, CO 80632 800.782.5947 www.PawneeButtesSeed.com “Low Grow Native Mix” 25% Idaho Fescue 25% Sandberg Bluegrass 25% Rocky Mountain Fescue 25% Canby Bluegrass Seed at the rate of 5 lbs. / 1,000 sq.ft. or 218 lbs. / acre CONSTRUCTION REQUIREMENTS Subsection 212.04 Lawn Grass Seeding. Bluegrass seeding is not a part of the project. Delete this section from the specifications. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 9 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 2 REVISION OF SECTION 212 SEEDING, FERTILIZING, SOIL CONDITIONER AND SODDING Subsection 212.05 Sodding, (c) Fertilizing and Soil Conditioning. Soil Conditioning - Soil conditioners (compost) was added to the pre-amended topsoil as described is Section 207. Additional / supplemental compost is not required as part of this Section. Fertilizing - Contractor to use the following placeholder types and quantities for the establishment of bid pricing only. Nitrogen (N) 35 lbs. / acre Phosphorous (P) 40 lbs. / acre Potassium (K) 300 lbs. / acre Calcium (Ca) 2,000 lbs. / acre Magnesium (Mg) 600 lbs. / acre Once the project has been awarded, the landscape contractor shall collect soils samples and forward to an independent laboratory, recognized by the State Department of Agriculture, with the experience and capability to conduct the testing indicated and that specializes in types of tests to be performed. Pre-Amended Topsoil Analysis: Laboratory shall furnish soil analysis by a qualified soil-testing laboratory stating percentages of organic matter; gradation of sand, silt, and clay content; cation exchange capacity; sodium absorption ratio; deleterious material; pH; and mineral and plant-nutrient content of pre-amended topsoil. Laboratory shall provide a report / recommendation of the suitability of the topsoil for tree lawn (sod) growth. State-recommended quantities of nitrogen, phosphorus, and potash nutrients and soil amendments to be added to produce satisfactory topsoil. Landscape Contractor shall compare bid placeholder quantities and pricing with the laboratory recommendations and associated pricing. Forward this information to the Engineer for evaluation and bid pricing will be adjusted as necessary / needed. Examination. Verify rough grading is within one-tenth of a foot. Verify site is free from obstructions, objects, or structures that are not a part of the final site construction. Verify major drainages are completed and in place. Do not start work until the site is acceptable. Once landscape grading has commenced, the Landscape Contractor shall be responsible for bringing all grading to final line and grade and creating positive drainage. Clearing. Prior to any soil preparation, existing vegetation not to remain and which might interfere with the specified soil preparation shall be mowed, grubbed, raked, and the debris removed from the site. Prior to or during grading or tillage operations the ground surface shall be cleared of materials which might hinder final operations. Soil Preparation and Finish Grading. Protection - Field locate all buried cables, wires, electrical service, irrigation lines and any other subsurface element that may be damaged during ripping operations. Stake and/or paint locations with an easily visible system that will enable equipment operators to avoid damaging buried utilities. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 10 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 3 REVISION OF SECTION 212 SEEDING, FERTILIZING, SOIL CONDITIONER AND SODDING Roundup (glyphosate) Application. Apply to areas to be seeded a minimum of two (2) weeks after topsoil has been distributed. Apply Roundup only when weeds are growing vigorously. Apply at manufacturers maximum recommended rate. Subsection 212.06 Native Seeding. Delete (b) Fertilizing and Soil Conditioning from the specification. Fertilizer and composting of native seed areas is not required. Hydromulching will be required. See Section 213. METHOD OF MEASUREMENT Subsection 212.07 Delete paragraph 3. from the specifications. Soil conditioning is not required here, as it has been included in Section 207 – Topsoil, and pre-blended as part of the imported topsoil work. BASIS OF PAYMENT Subsection 212.08 Delete “Lawn Seeding” from the payment schedule. Delete “Soil Conditioning” from the payment schedule. Herbicide (Round Up application) will not be measured and paid for separately but shall be included in the work. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 11 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 1 REVISION OF SECTION 213 MULCHING Section 213 of the Standard Specifications is hereby revised for this project as follows: DESCRIPTION Subsection 213.01 Add to the description as follows: “...work also consists of furnishing and installing aggregate inorganic mulch to include – Washed Pea- Gravel; 1.5” dia. Tan River Rock, 3” to 6” dia. Tan River Rock and 8” to 12” dia. River Cobble; Landscape Weed Barrier Fabric; Tree Grate and Frame; and Landscape Boulders in the following sizes – Type ‘A’ – 24”x24”x36”, Type ‘B’ – 30”x24”x36” and Type ‘C’ - 42”x24”x36”.” MATERIALS Subsection 212.02 Wood (Organic) Mulch. Delete the “wood chip mulch” specified and replace with the following: Wood (Organic) Mulch: Ground or shredded, 4” depth – no weed barrier required. Organic Mulch will be supplied by the City of Fort Collins Forestry Division, located at Parks Maintenance Shop, 413 S. Bryan Avenue (near the City Park Golf Course), Fort Collins, 80521. Contact the City Forester (Tim Buchanan) at 970.221.6361, to schedule material pickup. City will load the material into the Contractors vehicle (free of charge) for transport to the site. Contractor’s pricing to include Contractor pickup at the above address, hauling material to the site and installation only. Steel Landscape Edging. Delete the “Steel Edging” specified and replace with the following: Steel Landscape Edging. Contractor to provide commercial-steel header, rolled edge, fabricated in sections of standard lengths, with loops stamped from or welded to face of sections to receive stakes as follows: Manufacturers: Ryerson Steel or approved substitute. Edger Size: 3/16” thick by 4 inches deep. Stakes: Tapered steel, a minimum of twelve inches (12”). Accessories: Standard tapered ends, corners, and splicers. Finish: Standard paint – Green. Add to this sub-section as follows: Landscape Weed Barrier Fabric. Materials for weed barrier shall be a non-woven geotextile material suitable for this purpose such as Mirafi 140, Typar 3341, or Polyspun 300 or approved equivalent. Submit brand name and model number/name of proposed weed barrier to be used. Inorganic Mulch - Washed Pea-Gravel. 3” deep, washed, sound crushed stone or gravel complying with ASTM D 448 for Size No. 8. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 12 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 2 REVISION OF SECTION 213 MULCHING In-organic Mulch – 1.5” dia. Tan River Rock. 3” deep, hard, durable stone, washed free of loam, sand, clay, and other foreign substances. In-organic Mulch – 3” to 6” dia. Tan River Rock. Hard, durable stone, washed free of loam, sand, clay, and other foreign substances. In-organic Mulch – 8” to 12” dia. River Cobble. Hard, durable stone, washed free of loam, sand, clay, and other foreign substances. Tree Grate and Frame. Tree Grate - Ironsmith - ‘Olympian’, Part No. 6006, Cast Iron, 60” Square, in two halves, no light wells, ¼” maximum openings for ADA compliance. No finish. Quantities and locations as identified on the plans. Tree Grate Frame - Ironsmith - Part No. 6000F-2, 60” Square, one piece, standard cast-in-place steel angle frame. No finish. Quantities and locations as identified on the plans. Available from: Downs & Associates, Inc. Contact: Syd Downs 432 Lincoln street Denver, CO 80203 303.744.0488 www.downsandassociates.com Landscape Boulders. Stone Type: Colorado Buff Sandstone Approved Suppliers: A. Arkins Park Stone Quarries, 970.663.1920 B. Tribble Stone, 303.444.1840 C. Or approved equivalent. Provide boulder sizes shall be as indicated on the plans. Quantities and locations as identified on the plans. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 13 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 3 REVISION OF SECTION 213 MULCHING CONSTRUCTION REQUIREMENTS Subsection 212.03 Revise (e) Steel Landscape Edging to read as follows: Install by laying out beds scaled from the plans. Stake, flag, or paint proposed beds prior to installation of edging and obtain review of Owner's Representative of layout prior to installation. Install header plumb with grade and stake at minimum ten (10) foot intervals. Establish top of header one inch (1") above finish grade in turf areas. Install using straight lines or long smooth curves. Provide v-shaped drainage openings two inches (2”) wide and one inch (1”) depth at low points in the bed, at outlet point for drainage appurtenances such as downspouts including overflow drains and at ten (10) foot intervals maximum. Do not install steel landscape edger around mulch rings in lawn areas. Add (g) Landscape Weed Barrier Fabric as follows: Prior to placing mulch and planting in mulch beds, apply Roundup herbicide to weeds and allow beds to sit for seven (7) days. Place wood mulch in shrub beds and tree planting rings in turf areas. Place mulch to a four-inch (4”) depth. Gently brush mulch off of shrubs once installed. Take care in placement not to damage newly planted materials. Install landscape weed barrier fabric before inorganic mulching according to Manufacturer's written instructions. Completely cover area to be rock mulched (or as described on the Drawings) overlapping edges a minimum of six-inches (6”). Seams shall be pinned at min. 12” intervals, all along edge. Add (h) In-organic Mulch – Washed Pea-Gravel as follows: Place crushed (not round) gravel mulch over finish grade in planting beds and area beneath tree grates to a four-inch (4”) depth or as specified on the drawings. Landscape fabric is required in all pea-gravel mulch areas. Add (i) In-organic Mulch – 1.5” dia. Tan River Rock as follows: Apply 3-inch compacted average thickness of rock mulch, and finish level with adjacent finish grades. Landscape fabric is required in all 1.5” river rock mulch areas. Add (j) In-organic Mulch – 3” to 6” dia. Tan River Rock as follows: Apply 3-inch to 6-inch (single layer, completely covering the weed barrier fabric) compacted average thickness of 3-inch to 6-inch mulch, and finish level with adjacent finish grades. Landscape fabric is required in all 3-inch to 6-inch river rock mulch areas. Add (k) In-organic Mulch – 8” to 12” dia. River Cobble as follows: Apply a single layer of mechanically placed, followed by hand placed/distributed. Landscape fabric is required beneath all 8-inch to 12-inch river cobble. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 14 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 4 REVISION OF SECTION 213 MULCHING Add (m) Landscape Boulders as follows: A. Placement of Landscape Boulders: 1. Place boulders with most attractive face facing roadway, unless otherwise noted or directed by the Owner’s Representative. 2. Tolerance: Top of Boulder elevations shall be within 0.1 of the designed elevation. 3. Bury approximately 1/3 the height of the boulder, unless otherwise noted. 4. Locations and quantity shall be as indicated in the Drawings. Final placement of boulders shall be reviewed and approved on site by the Owner’s Representative prior to placing paving, surfacing and landscaping in abutting areas as required. 5. Contractor to use protective rubber pads on equivalent on equipment to reduce scarring of boulder faces. METHOD OF MEASUREMENT Subsection 213.04 The quantity of Landscape Weed Barrier Fabric will not be measured but will be incidental to the rock mulch. The quantity of Washed Pea-Gravel will be measured by the actual cubic yards of material placed. The quantity of 1.5” dia. Tan River Rock will be measured by the actual tonnage of material placed. The quantity of 3” to 6” dia. Tan River Rock will be measured by the actual tonnage of material placed. The quantity of 8” to 12” dia. River Cobble will be measured by the actual tonnage of material placed. Tree Grates and Frame will be measured by the actual quantity designated on the plans. Casting/attaching the tree grate frame into the sidewalk shall not be measured but shall be incidental to the unit price of the tree grate. Landscape Boulders will be measured by the actual quantities, in the specific sizes identified on the plans. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 15 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 5 REVISION OF SECTION 213 MULCHING BASIS OF PAYMENT Subsection 213.05. Add the following line items to the Pay Schedule as follows: Payment will be made under: Pay Item: Pay Unit Washed Pea-Gravel CY 1.5” dia. Tan River Rock Ton 3” to 6” dia. Tan River Rock Ton 8” to 12” dia. River Cobble Ton Landscape Boulders – Type ‘A’ Ea. Landscape Boulders – Type ‘B’ Ea. Landscape Boulders – Type ‘C’ Ea. Tree Grate and Frame Ea. Frames for the tree grate are included in the tree grate pay item and included in the work. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 16 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 1 REVISION OF SECTION 214 PLANTING Section 214 of the Standard Specifications is hereby revised for this project as follows: DESCRIPTION Subsection 214.01 shall include the following: This work also consists of a Landscape Maintenance period. See Section 213 for wood mulch and weed barrier fabric, crushed pea-gravel within tree grate locations. MATERIALS Subsection 214.02 shall include the following: Plant List. A plant list is provided on the plans. Quantities shown on the list are for information only. Contractor shall be responsible for verifying quantity takeoffs as shown on the drawings. In the event of a discrepancy between quantities shown on the plant list and quantities depicted on the plans, the quantities depicted on the plans shall govern. Guying and Staking. Material includes 14AWG wire with 1/2"x12" PVC sleeves and stake protection cap per each stake. CONSTRCUTION REQUIRMENTS Subsection 214.04 Landscape Establishment. The duration of the Landscape Establishment period shall be twenty-four (24) months and will commence upon receipt of Notice of Substantial Completion from the Engineer. If Notice of Substantial Landscape Completion is issued during the spring planting season, the Landscape Establishment period begins immediately and lasts for a period of twenty-four (24) months. If the Notice of Substantial Landscape Completion is issued at any other time, the Landscape Establishment period begins at the start of the next spring planting season (April 1 st ) and lasts for a period of twenty-four (24) months. After all planting on the project is complete, a plant inspection shall be held including the Contractor, Engineer, CDOT and the Landscape Architect to determine acceptability of plant material. During inspection, an inventory of rejected, dead or dying material will be made, and corrective and necessary cleanup /replacement measures will be determined. From the time of installation, during construction, and throughout the Landscape Establishment Period, the Contractor shall maintain plant material, sodded and seeded areas in a healthy and vigorous growing condition, and ensure the successful establishment of vegetation. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 17 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 2 REVISION OF SECTION 214 PLANTING During the Landscape Establishment Period, the Contractor shall water, cultivate, and prune the plants, and repair, replace or re-adjust guy material, stakes and posts. The Contractor will provide weekly mowings, grass trimming, a minimum of three (3) fertilizations per year (six (6) total over the source of the 24 month Landscape Establishment Period), and remove grass clippings from the projects hard surfaces. The Contractor shall also remove weeds from planting beds and tree area saucers on a monthly basis during the growing season, maintain specified depths of mulching material annually and fertilize trees via a root feeder during the spring of each growing season (two (2) times). It is anticipated that this project will be constructed in halves (west side, followed by the east side and median). The twenty-four (24) month Landscape Establishment (and warranty) period will not run independently from each other. There will only be one-single twenty-four month calendar for establishment. The Contractor will be required to maintain the “completed” landscape areas fully, until the remaining landscape areas are deemed complete by the Engineer, when the projects Notice of Substantial Completion” letter is issued. Dead, dying or rejected material shall be removed each month during the Landscape Establishment Period as directed by the Engineer or City Forester. Plant replacement shall be performed during the spring planting seasons at the beginning and end of the Landscape Establishment Period. Plant replacement stock shall be planted in accordance with the original contract specifications and is subject to all requirements specified for the original material. Plant replacement shall be at the Contractor’s expense. Subsection 214.04 Delete paragraphs 5. and 6. and replace with the following: The trees planted by the Contractor shall be watered twice per month at the rate of twenty (20) gallons per tree per watering for the months May through October during the twenty-four (24) month Landscape Establishment Period, or as needed, and the trees shall also be watered once per month at the rate of twenty (20) gallons per tree for the months November through April during the twenty-four (24) month Landscape Establishment Period, or as needed. The shrubs planted by the Contractor shall be watered twice per month at the rate of five (5) gallons per shrub per watering event for the months May through October during the twenty-four (24) month Landscape Establishment Period, or as needed, and the shrubs shall also be watered once per month at the rate of five gallons per shrub for the months November through April during the twenty-four (24) month Landscape Establishment Period, or as needed. Prior to the beginning of the Landscape Establishment Period, a watering schedule listing the calendar days chosen to complete the required watering shall be submitted to facilitate inspections by the City/Engineer. METHOD OF MEASUREMENT Subsection 214.05 shall include the following: Soil material for tree, shrub, ornamental grass and perennial backfill mix, guy, webbing, tree stakes, protective caps and PVC pipe sleeve and wrap for trees, will not be measured and paid for separately but shall be included in the work. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 18 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 3 REVISION OF SECTION 214 PLANTING BASIS OF PAYMENT Subsection 214.06 Delete the fifth paragraph and replace with the following: The initial watering during the planting of trees and shrubs will not be paid for separately, but shall be included in the price of the work. Watering of trees and shrubs after receipt of the Notice of Substantial Landscape Completion will not be measured and paid for separately but shall be included in the work. Water used for the Landscape Establishment Period will not be measured and paid or separately but shall be included in the work. Subsection 214.06 Delete the seventh paragraph including item (1) and (2), and the last paragraph of the subsection. Payment will be made under: Pay Item Pay Unit Landscape Maintenance (24 months) Lump Sum DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 19 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 1 REVISIONS OF SECTION 623 IRRIGATION SYSTEM Section 623 of the Standard Specifications is hereby revised for this project as follows: Subsection 623.04 shall include the following: Contractor shall install a Rain Bird ESP-LXME Control system as specified in the irrigation plans & details per City of Fort Collins standards. Coordinate with City of Fort Collins as required. Attach wire markers to the ends of control wires inside the controller unit housing. Label wires with the identification number (see drawings) of the remote control valve to which the control wire is connected. In subsection 623.07(a) delete the first paragraph and replace with the following: (a) Pop-up spray Sprinklers. The pop-up spray sprinkler body, stem, screen, and nozzle shall be constructed of heavy duty plastic. Subsection 623.09 shall include the following: The irrigation dripline shall have factory installed pressure-compensating, inline emitters installed every 12-24 inches. The flow rate from each installed inline emitter shall be 0.26, 0.4, 0.6 or 0.9 gallons per hour when inlet pressure is between 8.5 & 60 psi. The inline diaphragm shall have a pressure regulating diaphragm with a spring action allow it to self-rise if there is a plug at the outlet hole. The bend radius shall be 3-inches whether bending the tubing with the bend of the coil or against it. The inlet shall be raised off the inside tube wall to minimize dirt intrusion. Subsection 623.10 shall include the following: Plastic and Copper water lines listed below shall be paid for under section 619. Subsection 623.10 (a) shall include the following: Identify all pipe with the following indelible markings: (a) Manufacturer’s Name. (b) Nominal pipe size. (c) Schedule of class. (d) Pressure rating (e) NSF (National Sanitation Foundation) seal of approval. (f) Date of extrusion. Delete subsection 623.10 (b) and replace with the following: (b) Lateral Line Pipe. Lateral line pipe shall be Class 200 PVC manufactured from virgin polyvinyl chloride (PVC) compound in accordance with ASTM standards D2241 and D1784, cell classification 12454-B, Type I, Grade I. Fittings shall be standards weight Schedule 40 injection molded PVC conforming to ASTM D1784 and D2466, cell classification 12454-B. Subsection 623.10 (c) replace with the following: Drip irrigation laterals to pots, use UV radiation resistant polyethylene pipe manufactured from Prime Union Carbide G-resin 7510 Natural 7 manufactured by Union Carbide or a Union Carbide Licensee with a minimum of 2% carbon black, and minimum nominal pipe ID dimension of 0.810" for 3/4 inch pipe, or approved equal. Delete Subsections 623.10 (d), and 623.10 (e). Subsection 623.10 shall include the following: (f) Copper pipe: Pressure supply line from point-of-connection through backflow preventer shall be Type "K" rigid conforming to ASTM Standard B88. Use wrought copper or cast bronze fittings, soldered or threaded per the installation details. Use a 95% tin and 5% antimony solder. (g) Joint Cement and Primer –Weldon P-70 Primer and Weldon 711 Gray Glue or Weldon 725 Wet and Dry Glue will be allowed, or approved equal. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 20 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 2 REVISIONS OF SECTION 623 IRRIGATION SYSTEM (h) Irrigation Roadway and sidewalk sleeves. Lateral line pipe shall be Class 200 PVC manufactured from virgin polyvinyl chloride (PVC) compound in accordance with ASTM standards D2241 and D1784, cell classification 12454-B, Type I, Grade I. Delete Subsections 623.1 (c), 623.11 (d), and 623.11 (e). Delete Subsection 623.11 (f) and replace with the following: (f) Mainline Isolation Valves. Gate valves for 3/4-inch through 2-1/2-inch Pipe – Brass construction; solid wedge, IPS threads, and non-rising stem with square operating nut. Delete Subsection 623.13. Subsection 623.23 First Sentence shall read as follows: “After installation of…for leaks after a minimum 120 PSI static pressure…for four hours in a hydro static test.” Subsection 623.23 shall include the following: The contractor shall conduct pressure tests in the presence of the Engineer or Engineer’s representative. The Contractor shall give 72 hour notice prior to testing. The test is acceptable if no loss of pressure is evident during the test period. The Contractor shall retest system until test pressure can be maintained for the duration of the test. Subsection 623.26 shall include the following: The Contractor shall provide a valve sequencing chart for each automatic controller installed. Charts shall not be prepared until as-builts plans have been approved by the Engineer. Charts shall be installed on the automatic controller door with photo reduction prints of the as-builts plans. Reduction prints shall be kept to the largest size possible to retain full legibility. A readable print of the as-built plans shall be provided showing the area covered by the automatic controller. The area of coverage of each control valve shall be identified using a distinctly different pastel color, drain over the entire area of coverage. In Subsection 623.30, second paragraph, delete item (4) and replace with the following: (4) Two of each Type of Valve box Subsection 623.30 shall include the following: One set of special tools required for removal, disassembling and adjusting each type of sprinkler head and valve installed. Two sets keys for each automatic controller enclosure. In Subsection 623.32, delete the second and third paragraphs. Under Subsection 623.33, add the following items: Payment shall be a lump sum for all irrigation work. The following shall be added to the specifications: GENERAL SCOPE Furnish all labor, materials, supplies, equipment, tools and transportation, and perform all operations in connection with and reasonably incidental to the complete installation of the irrigation system, and guarantee/warranty as shown on the drawings, the installation details, and as specified herein. Items of work specifically included are: Procurement of all applicable licenses, permits, and fees. Coordination of Utility Locates (“Call Before You Dig”). Verification of existing static pressure. Verification of existing available flow rate. Connection of electrical power supply to the irrigation control system. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 21 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 3 REVISIONS OF SECTION 623 IRRIGATION SYSTEM Renovation of existing irrigation systems impacted by project. The contractor is responsible for maintaining all plant material on existing irrigation systems impacted by construction during project. Maintenance period. Irrigation Warranty Sleeving for irrigation pipe and wire. WORK NOT INCLUDED Items of work specifically excluded or covered under other sections are: Payment of all development, plant investment, or any other fees and permits associated with the purchase and installation of the tap. Excavation, installation, and backfill of tap into municipal water line. Excavation, installation, and backfill of water meter and vault. Provision of electrical power supply to the irrigation control system. RELATED WORK Division 1 - General Requirements: Division 2 - Site Work: Section 02920 - Fine Grading and Soil Preparation. Section 02931 - Seeding. Section 02932 - Sodding. Section 02950 - Trees, Plants and Ground Cover. SUBMITTALS Submit samples under provisions of contract documents. Deliver four (4) copies of all required submittals to the Owners’ Representative within 15 days from the date of Notice to Proceed. Materials List: Include pipe, fittings, mainline components, water emission components, control system components. Quantities of materials need not be included. Manufacturers' Data: Submit manufacturers' catalog cuts, specifications, and operating instructions for equipment shown on the materials list. Shop Drawings: Submit shop drawings called for in the installation details. Show products required for proper installation, their relative locations, and critical dimensions. Note modifications to the installation detail. Project Record Drawings: Submit project record (as-built) drawings to Owner prior to commencement of maintenance period (refer to specification section 3.12 for specific requirements). RULES AND REGULATIONS Work and materials shall be in accordance with the latest edition of the National Electric Code, the Uniform Plumbing Code as published by the Western Plumbing Officials Association, and applicable laws and regulations of the governing authorities. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 22 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 4 REVISIONS OF SECTION 623 IRRIGATION SYSTEM When the contract documents call for materials or construction of a better quality or larger size than required by the above-mentioned rules and regulations, provide the quality and size required by the contract documents. If quantities are provided either in these specifications or on the drawings, these quantities are provided for information only. It is the Contractor's responsibility to determine the actual quantities of all material, equipment, and supplies required by the project and to complete an independent estimate of quantities and wastage. TESTING Notify the Owners’ Representative three days in advance of testing. Pipelines jointed with rubber gaskets or threaded connections may be subjected to a pressure test at any time after partial completion of backfill. Pipelines jointed with solvent-welded PVC joints shall be allowed to cure at least 24 hours before testing. Subsections of mainline pipe may be tested independently, subject to the review of the Owners’ Representative. Furnish clean, clear water, pumps, labor, fittings, and equipment necessary to conduct tests or retests. Hydrostatic Pressure Test: Subject mainline pipe to a hydrostatic pressure equal to 120 PSI for two hours. Test with mainline components installed. A 2 PSI pressure variation is allowed. Backfill to prevent pipe from moving under pressure. Expose couplings and fittings. Leakage will be detected by visual inspection. Replace defective pipe, fitting, joint, valve, or appurtenance. Repeat the test until the pipe passes test. Cement or caulking to seal leaks is prohibited. Operational Test: Activate each remote control valve in sequence from controller. The Owners’ Representative will visually observe operation, water application patterns, and leakage. Replace defective remote control valve, solenoid, wiring, or appurtenance to correct operational deficiencies. Replace, adjust, or move water emission devices to correct operational or coverage deficiencies. Replace defective pipe, fitting, joint, valve, sprinkler, or appurtenance to correct leakage problems. Cement or caulking to seal leaks is prohibited. Repeat test(s) until each lateral passes all tests. Signal Wire: Test for leaks to ground per manufacturer's recommendations. Test results must meet or exceed manufacturer's guidelines for acceptance. Replace defective wire, underground splices, or appurtenances. Repeat the test until the manufacturer's guidelines are met. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 23 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 5 REVISIONS OF SECTION 623 IRRIGATION SYSTEM CONSTRUCTION REVIEW The purpose of on-site reviews by the Owners’ Representative is to periodically observe the work in progress and the Contractor's interpretation of the construction documents and to address questions with regards to the installation. Scheduled reviews such as those for irrigation system layout or testing should be scheduled with the Owners’ Representative as required by these specifications. Impromptu reviews may occur at any time during the project. Final review will occur at the completion of the irrigation system installation and Record (As-Built) Drawing submittal. GUARANTEE/WARRANTY AND REPLACEMENT The purpose of this guarantee/warranty is to insure that the Owner receives irrigation materials of prime quality, installed and maintained in a thorough and careful manner. For a period of one year from commencement of the formal maintenance period, guarantee/warranty irrigation materials, equipment, and workmanship against defects. Fill and repair depressions. Restore landscape or structural features damaged by the settlement of irrigation trenches or excavations. Repair damage to the premises caused by a defective item. Make repairs within seven days of notification from the Owners’ Representative. Contract documents govern replacements identically as with new work. Make replacements at no additional cost to the contract price. Guarantee/warranty applies to originally installed materials and equipment and replacements made during the guarantee/warranty period. MATERIALS QUALITY Use materials which are new and without flaws or defects of any type, and which are the best of their class and kind. SUBSTITUTIONS Pipe sizes referenced in the construction documents are minimum sizes, and may be increased at the option of the Contractor. Irrigation Tap and Water Meter Provide materials required by local code for installation of the water meter and vault and associated piping. Sleeving Install separate sleeve beneath paved areas to route each run of irrigation pipe or wiring bundle. Sleeving material beneath pedestrian pavements shall be PVC Class 200 pipe with solvent welded joints. Sleeving beneath drives and streets shall be PVC Class 200 pipe with solvent welded joints. Sleeving diameter: as indicated on the drawings and installation details or equal to twice that of the pipe or wiring bundle. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 24 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 6 REVISIONS OF SECTION 623 IRRIGATION SYSTEM Pipe and Fittings Mainline Pipe and Fittings: Use rigid, unplasticized polyvinyl chloride (PVC) 1120, 1220 National Sanitation Foundation (NSF) approved pipe, extruded from material meeting the requirements of Cell Classification 12454-A or 12454-B, ASTM Standard D1784, with an integral belled end. Use Class 200, SDR-21, rated at 200 PSI, conforming to the dimensions and tolerances established by ASTM Standard D2241. Use PVC pipe rated at higher pressures than Class 200 in the case of small nominal diameters which are not manufactured in Class 200. Use solvent weld pipe for mainline pipe with a nominal diameter less than 3-inches or where a pipe connection occurs in a sleeve. Use Schedule 40, Type 1, PVC solvent weld fittings conforming to ASTM Standards D2466 and D1784. Use primer approved by the pipe manufacturer. Solvent cement to conform to ASTM Standard D2564. Lateral Pipe and Fittings: Use rigid, unplasticized polyvinyl chloride (PVC) 1120, 1220 National Sanitation Foundation (NSF) approved pipe, extruded from material meeting the requirements of Cell Classification 12454-A or 12454- B, ASTM Standard D1784, with an integral belled end suitable for solvent welding. Use Class 200, SDR-21, rated at 200 PSI, conforming to the dimensions and tolerances established by ASTM Standard D2241. Use PVC pipe rated at higher pressures than Class 200 in the case of small nominal diameters which are not manufactured in Class 200. Use UV radiation resistant Schedule 40, Type 1, PVC solvent weld fittings conforming to ASTM Standards D2466 and D1784 for PVC pipe. Use primer approved by the pipe manufacturer. Solvent cement to conform to ASTM Standard D2564, of a type approved by the pipe manufacturer. For drip irrigation laterals downstream of zone control valves, use UV radiation resistant polyethylene pipe manufactured from Prime Union Carbide G-resin 7510 Natural 7 manufactured by Union Carbide or a Union Carbide Licensee with a minimum of 2% carbon black, and minimum nominal pipe ID dimension of 0.810" for 3/4 inch pipe, or approved equal Use PVC/compression line fittings compatible with the drip lateral pipe. Specialized Pipe and Fittings: Copper pipe: Use Type "K" rigid conforming to ASTM Standard B88. Use wrought copper or cast bronze fittings, soldered or threaded per the installation details. Use a 95% tin and 5% antimony solder. Use a dielectric union wherever a copper-based metal (copper, brass, bronze) is joined to an iron-based metal (iron, galvanized steel, stainless steel). Assemblies calling for pre-fabricated double swing joints shall utilize LASCO Unitized swing joints or approved equal. Swing joints shall be rated at 315 psi, and use O-ring and street elbow construction. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 25 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 7 REVISIONS OF SECTION 623 IRRIGATION SYSTEM Low Density Polyethylene Hose: Use pipe specifically intended for use as a flexible swing joint. Inside diameter: 0.490+0.010 inch. Wall thickness: 0.100+0.010 inch. Color: Black. Use spiral barb fittings supplied by the same manufacturer as the hose. Assemblies calling for threaded pipe connections shall utilize PVC Schedule 80 nipples and PVC Schedule 80 threaded fittings. Joint sealant: Use only Teflon-type tape pipe joint sealant on plastic threads. Use non-hardening, nontoxic pipe joint sealant formulated for use on water-carrying pipes on metal threaded connections. Marking Tape: Mainline Pipe - Christy underground I.D. tape TA-DT-12-P-NPW, or approved equal. MAINLINE COMPONENTS Main System Shutoff Valve: As per local practice and in compliance with local code, or approved equal. Winterization Assembly: As per local practice and in compliance with local code, or approved equal. Backflow Prevention Assembly: As presented in the installation details. Master Valve Assembly: As presented in the installation details. Isolation Gate Valve Assembly: As presented in the installation details. Install a separate valve box over a 3-inch depth of 3/4-inch gravel for each assembly. Quick Coupling Valve Assembly: Double swing joint arrangement as presented in the installation details. SPRINKLER AND BUBBLER IRRIGATION COMPONENTS Remote Control Valve (RCV) Assembly for Sprinkler and Bubbler Laterals: As presented in the installation details. Use wire connectors and waterproofing sealant to join control wires to solenoid valves. Install a separate valve box over a 3-inch depth of 3/4-inch gravel for each assembly. Adjust flow control per manufacturer’s recommendations prior to use. Sprinkler Assembly: As presented in the drawings and installation details. Bubbler Assembly: As presented in the drawings and installation details. DRIP IRRIGATION COMPONENTS Remote Control Valve (RCV) Assembly for Drip Laterals: As presented in the installation details. Use wire connectors and waterproofing sealant to join control wires to solenoid valves. Use standard Christy I.D. tags with hot-stamped black characters on a yellow background. Install a separate valve box over a 3- inch depth of 3/4-inch gravel for each assembly. Adjust flow control per manufacturer’s recommendations prior to use. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 26 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 8 REVISIONS OF SECTION 623 IRRIGATION SYSTEM Drip Emitter Assembly: Barb-mounted, vortex and/or pressure compensating emitter device as presented in the installation details. The device shall be Rain Bird Xeri-bug XB-10-PC series. Install emitter types and quantities on the following schedule: Ground cover plant: 1 single outlet emitter each or 1 single outlet emitter per square foot of planting area, whichever is less. Shrub: 2 single outlet emitters each. Tree: 4 single outlet emitters each or 1 multi-outlet emitter each (with 4 outlets open). Use 1/4-inch diameter flexible plastic tubing to direct water from emitter outlet to emission point. Length of emitter outlet tubing shall not exceed five feet. Secure emitter outlet tubing with tubing stakes. Flush Cap Assembly: As presented in the installation details or approved equal. Locate at the end of each drip irrigation lateral pipe. Install a separate valve box over a 3-inch depth of 3/4-inch gravel for each assembly. Operation Indicator Assembly: As presented in the installation details. Locate at the end(s) of each drip valve run in a conspicuous place to confirm operation of drip zone. Stake securely to keep upright and visible when operating. CONTROL SYSTEM COMPONENTS Irrigation Controller Unit: As presented in the drawings and installation details, no approved equal Primary surge protection arrestors: Model LPP-K, manufactured by Rain Bird Sprinkler Manufacturing Corporation, Glendora, California. Valve output surge protection arrestors: Model LPV-K, manufactured by Rain Bird Sprinkler Manufacturing Corporation, Glendora, California. Lightning protection: 8-foot copper-clad grounding rod. Wire markers: Pre-numbered or labeled with indelible non-fading ink, made of permanent, non- fading material. Valve output surge protection arrestors: As recommended by controller manufacturer. Ground every 8 decoders or 500 feet per Rain Bird specifications. Ground the end of every wire run per Rain Bird specifications. Instrumentation: As presented in the drawings and installation details. Rain Sensor: RSD-CEx as manufactured by Rain Bird. Flow Sensor: FS075P as manufactured by Rain Bird. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 27 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 9 REVISIONS OF SECTION 623 IRRIGATION SYSTEM Control Wire: Use MaxiCable (#14 AWG wires) for power to decoders, or approved equal. Install per Rain Bird specifications Splices: Use wire connector with waterproof sealant. Wire connector to be of plastic construction consisting of two (2) pieces, one piece which snap locks into the other, 3M DBY-6, King DBYN-600, Blazing BVS, or approved equal. Encase wiring not located near PVC irrigation pipe in PVC Schedule 40 electrical conduit. Warning tape: Inert plastic film highly resistant to alkalis, acids, or other destructive chemical components likely to be encountered in soils. Three inches wide, colored yellow, and imprinted with "CAUTION: BURIED ELECTRIC LINE BELOW." OTHER COMPONENTS Tools and Spare Parts: Provide operating keys, servicing tools, test equipment, other items, and spare parts indicated in the General Notes of the drawings. EXECUTION INSPECTIONS AND REVIEWS Site Inspections: Verify site conditions and note irregularities affecting work of this section. Report irregularities to the Owners’ Representative prior to beginning work. Beginning work of this section implies acceptance of existing conditions. Contractor will be held responsible for coordination between landscape and irrigation system installation. Landscape material locations shown on the Landscape Plan shall take precedence over the irrigation system equipment locations. If irrigation equipment is installed in conflict with the landscape material locations shown on the Landscape Plan, the Contractor will be required to relocate the irrigation equipment, as necessary, at Contractor’s expense. Utility Locates ("Call Before You Dig"): Arrange for and coordinate with local authorities the location of all underground utilities. Repair any underground utilities damaged during construction. Make repairs at no additional cost to the contract price. Irrigation System Layout Review: Irrigation system layout review will occur after the staking has been completed. Notify the Owners’ Representative two days in advance of review. Modifications will be identified by the Owners’ Representative at this review. LAYOUT OF WORK Stake out the irrigation system. Items staked include: sprinklers, pipe, control valves, manual drains, controller, and isolation valves. Install all mainline pipe and mainline components inside of project property lines. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 28 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 10 REVISIONS OF SECTION 623 IRRIGATION SYSTEM EXCAVATION, TRENCHING, AND BACKFILLING Excavate to permit the pipes to be laid at the intended elevations and to permit work space for installing connections and fittings. Minimum cover (distance from top of pipe or control wire to finish grade): 24-inch over mainline pipe and over electrical conduit. 26-inch over control wire. 18-inch over lateral pipe to sprinklers and bubblers. 8-inch over drip lateral pipe in turf. 3-inch minimum mulch cover over drip lateral pipe in planting beds downstream of drip system zone control valves. PVC UV radiation resistant lateral pipe shall be installed directly on the soil surface under landscape fabric. Backfill only after lines have been reviewed and tested. Excavated material is generally satisfactory for backfill. Backfill shall be free from rubbish, vegetable matter, frozen materials, and stones larger than 2-inches in maximum dimension. Remove material not suitable for backfill. Backfill placed next to pipe shall be free of sharp objects which may damage the pipe. Stones larger than 1-inch maximum dimension are not permitted in first (deepest) 6-inches of backfill. Backfill unsleeved pipe and sleeves in either of the following manners: Backfill and puddle the lower half of the trench. Allow to dry 24 hours. Backfill the remainder of the trench in 6-inch layers. Compact to density of surrounding soil. Backfill the trench by depositing the backfill material equally on both sides of the pipe in 6-inch layers and compacting to the density of surrounding soil. Enclose pipe and wiring beneath roadways, walks, curbs, etc. in sleeves. Minimum compaction of backfill for sleeves shall be 95% Standard Proctor Density, ASTM D698-78. Conduct one compaction test for each sleeved crossing. Costs for such testing and any necessary retesting shall be borne by the Contractor. Use of water for compaction around sleeves, "puddling", will not be permitted. Dress backfilled areas to original grade. Incorporate excess backfill into existing site grades. Dispose of excess backfill off site. Where utilities conflict with irrigation trenching and pipe work, contact the Owners’ Representative for trench depth adjustments and alignment. IRRIGATION TAP AND WATER METER Install the municipal water tap and associated piping materials in conformance with local regulations. Install the water meter and vault and associated piping in conformance with local regulations. SLEEVING AND BORING Install sleeving at a depth which permits the encased pipe or wiring to remain at the specified burial depth. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 29 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 11 REVISIONS OF SECTION 623 IRRIGATION SYSTEM Extend sleeve ends six inches beyond the edge of the paved surface. Cover pipe ends and mark with stakes. Mark concrete with a chiseled "V" at sleeve end locations. Bore for sleeves under obstructions which cannot be removed. Employ equipment and methods designed for horizontal boring. ASSEMBLING PIPE AND FITTINGS General: Keep pipe free from dirt and pipe scale. Cut pipe ends square and debur. Clean pipe ends. Keep ends of assembled pipe capped. Remove caps only when necessary to continue assembly. Mainline Pipe and Fittings: Use only strap-type friction wrenches for threaded plastic pipe. PVC Solvent Weld Pipe: Use primer and solvent cement. Join pipe in a manner recommended by the manufacturer and in accordance with accepted industry practices. Cure for 30 minutes before handling and 24 hours before allowing water in pipe. Snake pipe from side to side within the trench. Fittings: The use of cross type fittings is not permitted. Lateral Pipe and Fittings: Use only strap-type friction wrenches for threaded plastic pipe. PVC Solvent Weld Pipe: Use primer and solvent cement. Join pipe in the manner recommended by the manufacturer and in accordance with accepted industry practices. Cure for 30 minutes before handling and 24 hours before allowing water in the pipe. Snake pipe from side to side within the trench. UV Radiation Resistant Polyethylene Pipe: Join pipe in the manner recommended by manufacturer and in accordance with accepted industry practices. Snake pipe from side to side within the trench, on the soil surface, and hold in place with tubing stakes spaced every five feet. Fittings: The use of cross type fittings is not permitted. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 30 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 12 REVISIONS OF SECTION 623 IRRIGATION SYSTEM Specialized Pipe and Fittings: Copper Pipe: Buff surfaces to be joined to a bright finish. Coat with solder flux. Solder so that a continuous bead shows around the joint circumference. Insert a dielectric union wherever a copper-based metal (copper, brass, bronze) and an iron- based metal (iron, galvanized steel, stainless steel) are joined. Pre-fabricated double swing joints: Install per manufacturer's recommendations. Low Density Polyethylene Hose: Install per manufacturer's recommendations. PVC Threaded Connections: Use only factory-formed threads. Field-cut threads are not permitted. Use only Teflon-type tape. When connection is plastic-to-metal, the plastic component shall have male threads and the metal component shall have female threads. Make metal-to-metal, threaded connections with Teflon-type tape applied to the male threads only. INSTALLATION OF MAINLINE COMPONENTS Main System Shut Off Valve: Install where indicated on the drawings. Winterization Assembly: Install where indicated on the drawings. Backflow Prevention Assembly: Install where indicated on the drawings. Install assembly so that its elevation, orientation, access, and drainage conform to the manufacturer's recommendations and applicable health codes. Master Valve Assembly: Install where indicated on the drawings. Isolation Gate Valve Assembly: Install where indicated on the drawings. Locate at least 12-inches from and align with adjacent walls or edges of paved areas. Quick Coupling Valve Assembly: Install where indicated on the drawings. INSTALLATION OF SPRINKLER AND BUBBLER IRRIGATION COMPONENTS Remote Control Valve (RCV) Assembly for Sprinkler and Bubbler Laterals: Flush mainline before installation of RCV assembly. Install where indicated on the drawings. Wire connectors and waterproof sealant shall be used to connect control wires to remote control valve wires. Install connectors and sealant per the manufacturer's recommendations. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 31 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 13 REVISIONS OF SECTION 623 IRRIGATION SYSTEM Install only one RCV to a valve box. Locate valve box at least 12-inches from and align with nearby walls or edges of paved areas. Group RCV assemblies together where practical. Arrange grouped valve boxes in rectangular patterns. Allow at least 12-inches between valve boxes. Adjust RCV to regulate the downstream operating pressure. Attach ID tag with controller station number to control wiring. Sprinkler Assembly: Flush lateral pipe before installing sprinkler assembly. Install per the installation details at locations shown on the drawings. Locate rotary sprinklers 12-inches from adjacent walls, fences, or edges of paved areas. Locate spray sprinklers 3-inches from adjacent walls, fences, or edges of paved areas. Set sprinklers perpendicular to the finish grade. Supply appropriate nozzle or adjust arc of coverage of each sprinkler for best performance. Adjust the radius of throw of each sprinkler for best performance. Bubbler Assembly: Flush lateral pipe before installing bubbler assembly. Install bubbler assembly per the installation details at locations shown on the drawings. Adjust the output flow of each bubbler for best performance. INSTALLATION OF DRIP IRRIGATION COMPONENTS Remote Control Valve (RCV) Assembly for Drip Laterals: Flush mainline pipe before installing RCV assembly. Locate as shown on the drawings. Wire connectors and waterproof sealant shall be used to connect control wires to remote control valve wires. Connectors and sealant shall be installed as per the manufacturer's recommendations. Install only one RCV to valve box. Locate at least 12-inches from and align with nearby walls or edges of paved areas. Group RCV assemblies together where practical. Drip Emitter Assembly: Locate as shown on the drawings and installation details. Flush lateral pipe before installing emitter assembly. Cut emitter outlet distribution tubing square. Use tools and techniques recommended by the manufacturer. Make openings for barb-mounted emitters with the emitter manufacturer's hole-punching tool. Flush Cap Assembly: Install at the end of each drip irrigation lateral pipe as shown on the installation details. Operation Indicator Assembly: Install at the end(s) of each drip valve run in a conspicuous place to confirm operation Stake securely to keep upright and visible when operating. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 32 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 14 REVISIONS OF SECTION 623 IRRIGATION SYSTEM Pressure Adjustment Procedure: Determine which emitter has the least outlet pressure; this is the critical emitter. Set discharge pressure of RCV such that the critical vortex emitter has a pressure of 15 PSI + 2 PSI and/or the critical pressure compensating emitter has a pressure of 25 PSI + 5 PSI. Measure with pressure gauge attached to critical emitter. Identify the critical emitter for remaining zone valves. INSTALLATION OF CONTROL SYSTEM COMPONENTS Irrigation Controller Unit: The location of the controller unit as depicted on the drawings is approximate; the Owners’ Representative will determine the exact site location. Enclosure: The control unit pedestal enclosure shall be powder coated to blend in with surroundings. Contact Owner for preferred color of controller pedestal enclosure. Lightning protection: Ground rods are to have a minimum diameter of 5/8” and a minimum length of 10 feet. These are to be driven into the ground in a vertical position or an oblique angle not to exceed 45 degrees at a location 10 feet from the electronic equipment, the ground plate, or the wires and cables connected to said equipment, as shown in the irrigation details. The rod is to be stamped with the UL logo. A 6 AWG solid bare copper wire (about 12 feet long) shall be connected to the ground rod by the installer using a Cadweld GR1161G ”One-Shot” welding kit [Paige Electric part number 1820037.] This wire shall be connected to the electronic equipment ground lug as shown in the detail above. Lightning protection: Provide on all remote control valve wiring as recommended by the manufacturer. Provide other components such as ground rod, grounding wire, etc., to manufacturer's recommendations. Install primary surge protection arrestors on incoming power lines. Attach wire markers to the ends of control wires inside the controller unit housing. Label wires with the identification number (see drawings) of the remote control valve to which the control wire is connected. Install a 120-volt, 20 amp switched and grounded 3-prong receptacle with GFCI inside the controller unit housing. Connect control wires to the corresponding controller terminal. Instrumentation: Install sensors per the installation details and manufacturer's recommendations. Install at locations shown on the drawings. Install electrical connections between irrigation controller and sensors per manufacturer's recommendations. Control Wire: Bundle control wires where two or more are in the same trench. Bundle with pipe wrapping tape spaced at 10-foot intervals. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 33 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 15 REVISIONS OF SECTION 623 IRRIGATION SYSTEM Provide a 24-inch excess length of wire in an -inch diameter loop at each 90 degree change of direction, at both ends of sleeves, and at 100-foot intervals along continuous runs of wiring. Make wiring loop by turning control wire 5 turns around 1-inch pipe. Coil 24-inch length of wire within each remote control valve box. If a control wire must be spliced, make splice with wire connectors and waterproof sealant, installed per the manufacturer's instructions. Locate splice in a valve box which contains an irrigation valve assembly, or in a separate 6-inch round valve box. Use same procedure for connection to valves as for in-line splices. Unless noted on plans, install wire parallel with and under PVC mainline pipe. If wire is installed adjacent to section of metal pipe, separate wire from pipe minimum of 6-inches and install wire in PVC conduit. Encase wire not installed with PVC mainline pipe in electrical conduit. INSTALLATION OF OTHER COMPONENTS Tools and Spare Parts: Prior to the Pre-Maintenance Review, supply to the Owner operating keys, servicing tools, test equipment, and any other items indicated on the drawings. Prior to Final Review, supply to the Owner the spare parts indicated in the General Notes on the drawings. Other Materials: Install other materials or equipment shown on the drawings or installation details to be part of the irrigation system, even though such items may not have been referenced in these specifications. Project Record (As-Built) Drawings Maintain on-site and separate from documents used for construction, one complete set of contract documents as Project Documents. Keep documents current. Do not permanently cover work until as- built information is recorded. Record pipe and wiring network alterations. Record work which is installed differently than shown on the construction drawings. Record accurate reference dimensions, measured from at least two permanent reference points, of each irrigation system valve, each backflow prevention device, each controller or control unit, each sleeve end, each stub-out for future pipe or wiring connections, and other irrigation components enclosed within a valve box. Prior to Final Review, purchase from the Owners’ Representative a reproducible mylar copy of the drawings. Using technical drafting pen, duplicate information contained on the project drawings maintained on site. Label each sheet "Record Drawing". Completion of the Record Drawings will be a prerequisite for the Final Review. MAINTENANCE Upon completion of Final Review, maintain irrigation system for a duration of 30 calendar days. Make periodic examinations and adjustments to irrigation system components so as to achieve the most desirable application of water. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 34 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions 16 REVISIONS OF SECTION 623 IRRIGATION SYSTEM Contractor shall set up and attend at least one meeting with the City and final Operator (if different than the City) of the system to turn over current as-built drawings, extra equipment, tools, irrigation schedules and information needed for the proper operation of the irrigation system. The City and final Operator(if different than the City) may request a second meeting before the maintenance period is over to resolve any questions and issues that arise. The initial meeting shall occur no later than seven (7) days into the maintenance period. Following completion of the Contractor's maintenance period, the Owner will be responsible for maintaining the system in working order during the remainder of the guarantee/warranty period, for performing necessary minor maintenance, for trimming around sprinklers, for protecting against vandalism, and for preventing damage during the landscape maintenance operation. irrigation warranty Contractor is responsible to make sure the system is fully functional from Notice to Proceed until Final Acceptance, including while the project is under construction. This responsibility shall remain intact through Final Acceptance. Final Acceptance cannot occur between October and May, Final Acceptance of the irrigation system cannot occur until the complete system can be tested and verified. CLEAN-UPError! Bookmark not defined. Upon completion of work, remove from the site all machinery, tools, excess materials, and rubbish. End of Section DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 35 of 36 North College Corridor Improvements – Conifer to Willox July 14, 2014 Project Special Provisions REVISION OF SECTION 623 IRRIGATION SYSTEM (WARRANTY) Section 623 of the Standard Specifications is hereby revised for this project as follows: A warranty period of two years from final acceptance or two full growing seasons (growing season defined as May through October), whichever is greater, will be apparent for all the components associated with the irrigation system installed as part of the construction project. All improvements which do not meet the project’s contract specifications be it through substandard materials or workmanship, shall be removed and replaced at the Contractor’s expense. The project will be inspected by City representatives on a monthly basis while the system is in operation throughout the duration of the warranty period. The City will develop a list of components which will need to be addressed and deliver this to the Contractor. The City and Contractor will meet to finalize the list of items to be addressed along with determining the timing of the work to be completed. The following will result in removal and replacement of failed irrigation equipment or parts with new components which meet the project’s contract specifications:  Any failure due to product substitution not previously approved by the City  Any failure due to improper installation, not including failures due to acts of nature  Any failures of the irrigation controller and attached sensors due to defective electronics  Any failures due to broken valve wires, wires nicked during construction, improper connections, improper wire gauge, improper grounding, and any other failures due to improper wiring installation  Any failures of the zone valves and decoders due to defective equipment  Any failures of the mainline and lateral pipes due to factory defects, poor workmanship, improper pipe welds or weld material, or poor backfilling techniques  Any defective valve boxes, or any failures of valve boxes due to improper installation (must fall with -1/8” to -5/8” of adjacent improvements) It is the responsibility of the Contractor to correct the irrigation system immediately unless directed by the City. All warranty repairs will remove the improperly installed or failed irrigation equipment and replace with the new components to meet the intent of the contract specifications and plans. The installation shall be performed in accordance with the specifications for irrigation improvements as is defined in the contract and the plans. The Contractor will be responsible for scheduling all traffic control necessary for addressing the items to be repaired. All traffic control plans shall be submitted to the City’s Traffic Operations Department for approval prior to commencing the warranty work. The Contractor will also be responsible for notifying the City’s project manager at least 48 hours prior to the beginning of any work. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 Services Agreement Landscape Maintenance – 7673 N College Improvements Project – Conifer to Willox Page 36 of 36 EXHIBIT B INSURANCE REQUIREMENTS 1. The Service Provider will provide, from insurance companies acceptable to the City, the insurance coverage designated hereinafter and pay all costs. Before commencing work under this bid, the Service Provider shall furnish the City with certificates of insurance showing the type, amount, class of operations covered, effective dates and date of expiration of policies, and containing substantially the following statement: “The insurance evidenced by this Certificate will not reduce coverage or limits and will not be cancelled, except after thirty (30) days written notice has been received by the City of Fort Collins.” In case of the breach of any provision of the Insurance Requirements, the City, at its option, may take out and maintain, at the expense of the Service Provider, such insurance as the City may deem proper and may deduct the cost of such insurance from any monies which may be due or become due the Service Provider under this Agreement. The City, its officers, agents and employees shall be named as additional insureds on the Service Provider 's general liability and automobile liability insurance policies for any claims arising out of work performed under this Agreement. 2. Insurance coverages shall be as follows: A. Workers' Compensation & Employer's Liability. The Service Provider shall maintain during the life of this Agreement for all of the Service Provider's employees engaged in work performed under this agreement: 1. Workers' Compensation insurance with statutory limits as required by Colorado law. 2. Employer's Liability insurance with limits of $100,000 per accident, $500,000 disease aggregate, and $100,000 disease each employee. B. Commercial General & Vehicle Liability. The Service Provider shall maintain during the life of this Agreement such commercial general liability and automobile liability insurance as will provide coverage for damage claims of personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from the performance of work under this Agreement. Coverage for property damage shall be on a "broad form" basis. The amount of insurance for each coverage, Commercial General and Vehicle, shall not be less than $1,000,000 combined single limits for bodily injury and property damage. In the event any work is performed by a subcontractor, the Service Provider shall be responsible for any liability directly or indirectly arising out of the work performed under this Agreement by a subcontractor, which liability is not covered by the subcontractor's insurance. DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 New insurance INSR ADDL SUBR LTR INSR WVD DATE (MM/DD/YYYY) PRODUCER CONTACT NAME: PHONE FAX (A/C, No, Ext): (A/C, No): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXP TYPE OF INSURANCE (MM/DD/YYYY) (MM/DD/YYYY) LIMITS COMMERCIAL GENERAL LIABILITY AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE INSURER(S) AFFORDING COVERAGE NAIC # Y / N N / A (Mandatory in NH) ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? EACH OCCURRENCE $ DAMAGE TO RENTED CLAIMS-MADE OCCUR PREMISES (Ea occurrence) $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $ PRO- OTHER: JECT LOC COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO BODILY INJURY (Per person) $ ALL OWNED SCHEDULED BODILY INJURY (Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS (Per accident) $ OCCUR EACH OCCURRENCE $ CLAIMS-MADE AGGREGATE $ DED RETENTION $ $ PER OTH- STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ If yes, describe under INSR ADDL SUBR LTR INSR WVD DATE (MM/DD/YYYY) PRODUCER CONTACT NAME: PHONE FAX (A/C, No, Ext): (A/C, No): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXP TYPE OF INSURANCE (MM/DD/YYYY) (MM/DD/YYYY) LIMITS COMMERCIAL GENERAL LIABILITY AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE INSURER(S) AFFORDING COVERAGE NAIC # Y / N N / A (Mandatory in NH) ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? EACH OCCURRENCE $ DAMAGE TO RENTED CLAIMS-MADE OCCUR PREMISES (Ea occurrence) $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $ PRO- OTHER: JECT LOC COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO BODILY INJURY (Per person) $ ALL OWNED SCHEDULED BODILY INJURY (Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS (Per accident) $ OCCUR EACH OCCURRENCE $ CLAIMS-MADE AGGREGATE $ DED RETENTION $ $ PER OTH- STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ POLICY SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD ACORDTM CERTIFICATE OF LIABILITY INSURANCE 02/28/2017 Holmes Murphy -Colorado 7600 East Orchard Rd, Ste 330 South Greenwood Village, CO 80111 515 223-6800 Zak Dirt, Inc. 14290 Hilltop Road Longmont, CO 80504 Zurich American Insurance Compa Travelers Casualty Insurance Co 16535 19046 A X X X BI Ded:2,500 X X GLO485843200 07/01/2016 05/01/2017 1,000,000 10,000 5,000 1,000,000 2,000,000 2,000,000 A X X X X BAP485843300 07/01/2016 05/01/2017 1,000,000 B X X ZUP91M6242916NF 07/01/2016 05/01/2017 10,000,000 10,000,000 A N WC485843100 07/01/2016 05/01/2017 1,000,000 1,000,000 1,000,000 City of Fort Collins is included as an additional insured as respects the General Liability and Auto Liability, as required by written contract, per the policy terms and conditions. City of Fort Collins P.O. Box 580 Fort Collins, CO 80522 1 of 1 #S271921/M247453 Client#: 38185 ZAKDIRPC ATEC1 1 of 1 #S271921/M247453 DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4 DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ POLICY SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD ACORDTM CERTIFICATE OF LIABILITY INSURANCE 2/27/2017 Holmes Murphy -Colorado 7600 East Orchard Rd, Ste 330 South Greenwood Village, CO 80111 515 223-6800 Zak Dirt, Inc. 14290 Hilltop Road Longmont, CO 80504 Zurich American Insurance Compa Travelers Casualty Insurance Co 16535 19046 A X X X BI Ded:2,500 X GLO485843200 07/01/2016 05/01/2017 1,000,000 10,000 5,000 1,000,000 2,000,000 2,000,000 A X X X BAP485843300 07/01/2016 05/01/2017 1,000,000 B X X ZUP91M6242916NF 07/01/2016 05/01/2017 10,000,000 10,000,000 A N WC485843100 07/01/2016 05/01/2017 1,000,000 1,000,000 1,000,000 Evidence of insurance. City of Fort Collins P.O. Box 580 Fort Collins, CO 80522 1 of 1 #S271719/M247453 Client#: 38185 ZAKDIRPC ATEC1 1 of 1 #S271719/M247453 DocuSign Envelope ID: D1F6D7A9-64AB-4ACE-A77D-E26BA32625E4