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Cherry Lane CenterHUB OFTREASURE VALLEY MAYOR A Good Place to Live LEGAL DEPARTMENT Robert D Cowie (208) 466-9272 •Fax466-4405 . CITY OF MERIDIAN PUBLIC WORKS CITY COUNCIL MEMBERS BUILDING DEPARTMENT Keith Bird 33 EAST IDAHO (208) 887-2211 • Fax 887-1297 Tammy deWeerd MERIDIAN, IDAHO 83642 Cherie McCandless (208) 888-4433 • FAX (208) 887-4813 PLANNING AND ZONING City Clerk Office Fax (208) 88R-4218 DEPARTMENT William L.M. Nary (208) 884-5533 • FAX 888-6854 CERTIFICATE OF ZONING COMPLIANCE* Date: Apri124, 2003 Owner: Oakwood Enterprises, LLC Applicant: Larson Architects, P.A~Corned Larson 376 7502) Project Name: Cherry Lane Center Project Address: West Cherry Lane, immediately south of Devlin Place Sub. No. 2 Proposed Use: Five lots to house office/medical office buildings Zoning: Comments: Conditions of Approval: Project is subject to all current City Ordinances and conditions of approval for Cherry Lane Project. The issuance of this permit does not release the applicant from any requirements of the approved Development Agreement(s) (File No. MI-03-005) issued for this development. Si a e: No signs are approved with this CZC. All signs will require a separate sign permit in compliance with the sign ordinance. LandscapIrlu: The Landscape Plan is approved per the plan stamped 4/28/03. The approved landscape plan is not to be altered without prior written approval of the Planning & Zoning Department. No field changes to site plan permitted; prior written approval of all material changes is required. Irri ag tion: An underground, pressurized irrigation system must be installed to all landscape areas per the specifications provided. Curbinl7: Per Ordinance 12-13-7-9, all landscape areas adjacent to driveways, parking lots, or other vehicle use areas, must be protected by curbing, wheel stops, or other approved protective devices. Curbing may be cut to allow for storm water runoff. Protection of Existing Trees: Any existing trees on site must be protected in accordance with the Tre~;Freservation section of the City's Landscape Ordinance. Per Ordinance 12-13-13-4, coordinate with the Parks Department Arborist (Elroy Huff) for approval of protection measures prior to construction. Any severely damaged tree must be replaced in compliance with Ordinance 12-13-13-6. Parkins: Ofd street parking is approved as shown on the approved site plan. All standard parking stalls must be 9 x 19 minimum and drive aisles must be at least 25 feet wide (MCC 11-13-5). Project engineer/azchitect shall certify that the number and size ofhandicap-accessible spaces conforms to the Americans with Disabilities Act (ADA). Handicap accessible stalls must have signage in accordance per ADA. Sidewalks: All sidewalks shall be constructed as submitted and in accordance with the Meridian City Code requirements (MCC 12-S-2.K.). Sidewalks shall be constructed prior to occupancy. Drainage: Storm water drainage swales shall not have a slope steeper than 3:1, shall be fully vegetated, and shall be designed in compliance with the Meridian City Code. Lighting: Lighting shall not cause glare or impact the traveling public or neighboring development. Trash Enclosure: All dumpsters must be screened from view and not be visible by the public or from adjacent properties. Trash enclosure must be built in the location and size as approved by SSC. See Meridian City Code 11-12-I.C. for enclosure requirements. Handicap-Accessibility: The structure, site improvements and pazking must be in compliance with all federal handicap-accessibility requirements. ACHD Acceptance: Applicant shall be responsible for meeting the requirements of ACHD as they pertain to this development. All impact fees, if any, shall be paid prior to the issuance of a building permit. If any changes must be made to the site plan to accommodate the ACRD requirements, a new site plan shall be submitted to the City ofMeridian Planning and Zoning staff for approval prior to the issuance of a building permit. Certificate of Occupancy: All required improvements must be complete prior to obtaining a Certificate of Occupancy. A Temporary Certificate of Occupancy may be obtained by providing surety to the City in the form of a Letter of Credit or cash in the amount of 110°fo of the cost of the remaining improvements. A bid must accompany any request for Temporary Occupancy. No occupancy will be granted until the final plat for the property is recorded. Plan Modifications: The approved Site Plan and Landscape Plan, stamped 4/28/03 are not to be altered without prior written approval of the Planning & Zoning Department. No significant field changes to the site or landscape plans are permitted; prior written approval of all changes is required. So a en Planner I *T'his letter does not indicate compliance with requirements of other departarents/agencies, including, but not limited to, Ada County Highway District, Central District Health Department, affected irrigation district(s), Meridian Sewer, Water, Building or Fire Departments, Sanitary Services Co., etc. This letter shall expire one (1) year from the date of issuance if work has not begun. Cherry Lane Center P~y~rt _-- RP ,iPU Y~atP• - Contact: Larson Architects, P.A. .one: .L-D 4~ ~~ ~ y ~~~ ,~4 ~r ~HG ' L-D Zone, ACHD approval letter required for curb cuts, road widening, for all new projects. Site°Re~!iewiConforming, Elements Comments Camplete * Pro'ect must-com l with all a roved ermits Bats or Develo ment A reements associated with the lo t or arcel. .~. Com leted & si ned a lication form -i 2. Warranty deed 3. Affidavit of Legal Interest (notarized) ~ 4. Site Plan -scale not less than 1"=50' 4 co ies+ 4 8'/z"x11"reductions `' 5. Vicini Ma scalable .~ 6. Landscape Plan -scale not less than 1 "=50' 3 co ies + 3 8'/z"x11" reductions ,~ 7. Irrigation Performance Specifications 3 co ies in com liance w/ Landsca e'Ord. ~ 8. Sanitary Service approval for trash enclosure & access drive .~ 9. Calculations table listing # of pazking stalls; building size, lot size, landscaping, open s ace setbacks fencin screenin & covers a `' 10. Statement of proposed use of property ~/ 11. Zoning District (permitted use, CUP, AUP variance etc. Check D/A FF/CL D ~ ~ f~ (,(., ~~' 12. Flood lain District -.., p 13. Landsca in ' - ~- Must be in compliance with the Landsca a Ordinance ~" 14. Off-Street Parkin ~, a # of Stalls. dimensions etc v b) Handicap Stalls (van accessible - 8' aisles - 8' si a e `~' c) Aisles (width - 25' new, 20' min. existing, location `~ 15. Trash Areas ~ a Location `~ b 3-Side Screenin t~ 16. Under round Irri ation z ~ 17. Sidewalks/Paths 18. Lot Re uirements ~-- a) Lot Area (note restrictions.on use of undevelo ed ortion o lot / b Street Fronts e / c Setbacks ~r d Covers e 19. Fencin j S~t ~ n `~ 20. Fee of $60.00 \ v 1 Trees must t?~ be planted in City water or sewer easements. z Pressurized irrigation can be waived by City Council only if no water rights exist to subject property or developer deeds land to City for a well. City will permit one hook-up to municipal water for irrigation persite. ~, .~, ~> • CITY OF MERII~IAN • Planning & Zoning Department ~ 660 E. Watertower Ln., Ste. 202, Meridian, II~ 83642 (208)884-5533 Phone / (208)888-6854 Fax - CERTIFICAT . OF .ONIN ~ OMP .IAN , fCZC) APPLICATION (Section 11-19-1, Zoning and Development Ordinance) PROJECT NAME: ChPrr~ Lane Center. APPLICANT: Larson Architects, P.A. ADDRESS: 210 Murray Street Boise, Idaho 83714 PHONE: 376-7502 1 ~arnc~(mi_nt9T ing. Com E-MAIL: OWNER(S) OF RECORD: Oakwood Enterr~rises , LLC r~-~ b~ - ,~ ADDRESS: llr `j° Icl~r~o eve' Meridain, Idaho 83642 PHONE: 895-8858 FAX: 658-0224 FAX: 895-0714 ARCHITECT (IF DIFFERENT THAN APPLICANT): E-MAIL: -- ADDRESS: PHONE: FAX: ~' ADDRESS, GENERAL LOCATION OF SITE: on West Cherry Lane, immediately south of Devlin Place Subdivision No. 2 DESCRIPTION OF USE: Five lots to house office/medical office buildings. PRESENT ZONE CLASSIFICATION: L-O I, , do hereby affirm that I will agree to pay any additional sewer, water or trash fees or charges, if any, associated with the use that Uwe have applied for, whether the use be residential, commercial or industrial in nature. Furthermore, I have read the information contained herein and certify that the information is true and correct. ~,~ ~~~~ (Applicant's Signature) (Date) E-MAIL . ~ '•_1 tl ~Te?? rC. 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N Q a -~ o_ Q ~ ~ Q Q _ _;._, _. _ =. _:.:_ ~., c .nr- :,-:;,: ~ PoR SEglR11Y PUgpOSEg, iNE 60PDFli-OF THIS DOf%q~M OONfAWSMICROPRIN7ING ..... - OAKWOOD ENTERPRISES, LLC 416 E. 1st Street 2e-8/1257 Meridian, ID 83642 (208)895-8858 PTO THE ___ IL..d.~l.[~ ~ L / / LICJIA~ri OR~R OF j Q.A~ "~-/c U `~ I r ~ p~~~~~~~~~ \~ ~~fYi7~pC +-eoa~aersve A r" ~AASW~~ FOR 0 2 5 1 9 II ~~ L 2 5 10 0 0 8 9 ~: X 0 0 3 9 3 9 0 8 9 n' AUTHORIZED SIGNATURE ___ _._.. ~ - _ __... . _.. : _, nus oocure+r wc~uoes a secunirr scRr~N ON a~cK aR n~ a~aac _~..-:-. ..-:- _ _.-. _. _._ ._.__...._ 1 )~ b Larson Architects, P.A. 210 Murray Street • Boise, Idaho 83714 (208) 376-7502 • Fax (208) 658-0224 April 18, 2003 Mr. Brad Hawkins Clark City of Meridian Planning and Zoning Department 660 E. Watertower Lane, Suite 202 Meridian, Idaho 83642 RE: Oakwood Enterprises, LLC /Cherry Lane Project Dear Brad: Attached is an application for a Certificate of Zoning Compliance on the above mentioned project. The Owner is proposing to construct the first building of five buildings on the subject property. This permit would be issued as the one time permit and would be followed by a subdivision map before the remaining buildings could proceed. We have modified the Development Agreement to reflect the office /medical office uses. The project will be phase and will consist of five buildings. Building #3 will be the first building built and consisting of 4600 square feet. It will be located on the east side of the site next to Cherry Lane. The other buildings will be constructed as the project is leased or sold. In addition, the Owner would like to complete the landscaping along the Cherry Lane frontage from the east boundary to just past the entry point of the project. The reason for not completing it all is to repair and relocate the ditch along the west boundary after the water is shut off this fall. When the ditch is moved and Building #1 is underway the Owner would complete frontage landscaping and tie it into the landscape around Building #1. The goal would be to have the frontage landscape and buildings completed as soon as leasing would allow. As for the buildings they will have a variety of roof designs. The materials and details will be constant through out the project. They will have asphalt shingles to blend with the surrounding neighborhoods. The shingles will be of architectural grade so they have definition. The buildings will be stucco and stone with aluminum storefront frames and bronze glass. The other buildings can not start until the subdivision plat is completed. The Owner will be applying for the Preliminary Plat or Condominium Plat in the very near future. They will be proposing common ingress and egress easement over the parking area for access to all buildings. In addition, the utilities would be in common easements for the benefit of all the different Owners. We hope this project will meet with your approval. If you have any questions please feel free to give us a call. Thanks again for your time an consideration. Sincerely, Larson rchitects, P.A. Cornel Larson ADA i~UNTY RECORDER d. DAVID NAVARRO ~ BOME IDAHO DIiJ23I03 12:00 PM DEPUTY Michelle Turner r RECORDED-REQUEST OF II I IIIIIIIIIIIIIII VIII II IIIII1111 NI Meridian ~~ i_E~3085~30 AMOUNT AO SECOND AMENDMENT TO DEVELOPMENT AGREEMENT (RZ-00-008) The following is a Second Addendum by and between the City of Meridian, a municipal corporation, and Oakwood Enterprises, LLC, by and through its Manager, Heartland Townhomes Property Management, LLC, John A. Laude, Sr., to that certain Development Agreement between the City of Meridian, a municipal corporation `and D.D.&F., an Oregon general partnership, dated March 10, 1998, and the First Addendum to the Development Agreement between the City of Meridian, a municipal corporation and D.D.&F., an Oregon general partnership, dated June 5, 2001, which are subsequent to the entering into of the original Development Agreement dated March 10, 199$, and recorded Apri16, 1998 in Ada County Recorder's office as Instrument No. 98031450, and the First Addendum to the Development Agreement dated June 5, 2001, and recorded in Ada County Recorder's office as Instrument No. 101060907. The parties hereto agree as follows: RECITALS 1. The Agreement was originally entered into by and between the City and D.D.&F., an Oregon general partraerahip (D.D.&F.). A copy of the Agreement is attached as Exhibit 1. The Agreement'affected development of that real property described in Exhibit 1 hereto (Original Property). 2. A First Addendum to Development Agreement Modifying 2a-e on Page 2 and Addendum to Exhibit "B" (First Addendum) was also executed by the City and D.D.&F. A copy of the Addendum is attached as Exhibit 2. 3. The Agreement required development, by conditional use permit, of 8.05 acres of the Original Property with an assisted living, facility and senior housing. Agreement, Paragraph Z.a., p.2. The Addendum provided for revocarian of the conditional use permit and the development of 5.17 of the 8.05 acres with a residential subdivision, leaving 2.88 acres zoned Office-Light (LO). Addendum Paragraph 2.2, p. l . The City revoked the conditional use permit and D.D.&F. proceeded to develop the- 5.17 acre parcel with a residential subdivision. SECOND ADDENDUM TO D1{VELOPMENT AGREEII~NT OAKWOOD_ENTERPRISES, LLC -CHERRY LANE PROJECT MI-03-005 PAGE 1 OF 7 ..~' ~~:, :r.~~: - - ~` ~.~ ~~L/~ nn . ,,\ ~~ ,,~.-. • ~ ,1 n J A Pioneer Company PIONEER TITLE COMPANY OF ADA COUNTY ~'~Cr, CfJUkiTY RECORDC'R 2001 SP 3 0 ~'t°i t, : t~ ~ 8151 W. Rifleman Ave. /Boise, Idaho 83704 (208)377-2700 WA1~itA1~1TY DEED RECGRpEO ~ R l~ 5T G FEE~O ~~2El2~~2 For Value Received David E. Leader, a married person and Herb C. Huskinson, a married person hereinafter referred to as Grantor, does hereby grant, bargain, sell, warrant and convey unto Oakwood Enterprises, LLC hereinafter referred to as Grantee, whose current address is 416 E. 1st St., Meridian, ID 83642 the following described premises, to-wit: SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF. To HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, his heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that said premises are free from all encumbrances except current years taxes, levies, and assessments, and except U.S. Patent reservations, restrictions, easements of record, and easements visible upon the premises, and that Grantor will warrant and defend the same from all claims whatsoever. Dated: September 27, 2002 7~c~~ Herb C. Huskinson STATE OF Idaho. County of Ada, ss. ~.-._~ _~ --.. ~ l . ~~ __-- .......... vid :Lea • On this`~'~~~ day of September, in the year of 2002, before me the undersigned, notary public personally appeared David E. Leader and Herb C. Huskinson known or identified to me to be the person/persons whose name is/are subscribed to the within instrument, and acknowledged to me that he/she/they executed the same. °°°°°eae~ueeepee °°°° •(p E N seei "~ .~ • Q w i O • d ~t - Q Q ~~~ ~~ Desiree A. Mayden Notary Public of Idaho Residing: at Nampa Commission expires: March 9, 2006 EXHIBIT A All that certain real property situated in Section 2, Township 3 North, Range 1 West, Boise Meridian, Ada County; Idaho, described as follows: A portion of the West half of the East half of the Southwest Quarter, being a portion of Parcel I of record of Survey No. 3916; filed as Instrument No. 97047432, dated June 16, 1997, of Ada County Records further described as follows: Commencing at a found brass cap monument marking the Southwest corner of Section 2 from which a found brass cap monument marking the quarter corner of Sections 2 and 11, bears South 88 degrees 38'31" East, 2,653.49 feet; thence South 88 degrees 38'31" East, 1,326.75 feet to a set 5/8 inch iron pin with cap stamped "G.A. Lee, PE/LS 3260" marking the West 1/1G corner and the Southeast corner of Sunburst Subdivision No. 2 a filed in Book 60 of Plats at Page 5894, Ada County, records; thence along the West 1/1G line and East boundary line of said Sunburst Subdivision No. 2 North 00 degree,l7'24" East, 45.00 feet to a set 5/8 inch iron pin with cap stamped "G.A. Lee, PE/LS 3260" marking the Southwest corner of Parcel I on the North right of way of West Cherry Lane and the Real Point of Beginning; thence continuing along said West 1/16 line and East boundary line of Sunburst Subdivision No. 2, North 00 degree 17'24" East, 842.01 feet to a set 5/8 inch iron pin with cap stamped "G.A. Lee, PE/LS 3260" marking the Northwest corner of said Parcel I ;thence South 89 degrees 42'36" East, 414.65 feet to a set 5/8 inch iron pin with cap stamped "G.A. Lee, PE/LS 3260" marking the Northeast corner of said Parcel I on the West boundary line of Sumiy Brook Farms No. 2 as filed in Book 46 of Plats at Page 3768, Ada County records; thence along the West boundary line of said Sunny Brook Farms No. 2, South 00 degree 17'24" West, 149.90 feet to a found 5/8 inch iron pin with cap stamped "J-U-B" at the Southwest corner of said Sunny Brook Farms No. 2; thence along the West boundary line of Sunny Brook Farms No.l as filed in Book 44 of Plats at Page 3609, South 00 degree 17'24" West, 699.84 feet to a set 5/8 inch iron pin with stamped "G.A. Lee, PE/LS 3260" marking the Southeast corner of said Parcel I on the North right of way of West Cherry Lane; thence along the North right of way of West Cherry Lane North 88 degrees 38'31" West, 414.73 feet to the Southwest corner of said Parcel I and the Real Point of Beginning. Less and excepting therefrom the following described.property: The North 543 feet of Parcel 1 of Record of Survey No. 3916, recorded June 16, 1997 as Instrument No. 97047432, said Parcel 1 being a portion of the West half of the Southeast Quarter of the Southwest Quartet- of Section 2, Township 3 North, Range 1 West, of the Boise Meridian, Ada County Idaho. Also less and excepting the following described property: All that certain real property sihiated in Section 2, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, described as follows: A portion of the West half of the East half of the Southwest Quarter lying South of the following described line: Beginning at the Southwest corner of Parcel 1 of Record of Survey No. 3916 recorded as Instrument No. 97047432, said corner also being the Real Point of Beginning of said line, thence South 88 degrees 38'38" East 414.17 feet to the Southeast corner of Parcel 1, said corner being the Point of Terminus of said line. AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) (name) Meridian (city) Idaho. (state) 114 E. Idaho (address) being first duly sworn upon oath, depose and say: 1 • That I am the record owner of the property described on the attached, and I grant my permission to: Cornel Larson 210 Murray Street (name) ~ (address) to submit the accompanying application pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and it's employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property, which is the subject of the application. Dated this ~ d~ day of SUBSCRIBED AND SWORN to before me the day Expires: - [7 ~ _.b 'yP'f ,SPRY *. O ~ • '••... ti ~'••.~TA TE 04 •' 200 year first above written. ~~~~..(J`~ fig- ~~ Notary Public fox Idaho Residing at_ ~V A-f~Y~ CL .~~ My Commission IR1tI~ATION PEd~FO1~;IVIANCE SPECIFICATIONS PAR ORDINaNCE 12-13-8 NOTE: submit 3 copies of this completed form with any application for Certificate of Zoning Compliance (CZC). Project NSme• Cherry Lane Center Specifications: Available Gallons per Minute: Available Water Pressure: Point of Connection (describe and/or submit a site plan): • ~ Connection: • Secondary Connection: Landscape Area: If the irrigation system is hooked to City water as a primary or secondary water source, submit the square footage of landscape areas to be irrigated,• •5~5~,3a ~ s.f. Backflow Prevention A backflow prevention device must be installed as required by City ®rdinance 9-3. CoveY•ag~ The irrigation system must be designed to provide 100% coverage with head to head spacing or triangular spacing as appropriate. Matched Precipitation Rates Sprinkler heads must have matched precipitation rates within each control valve circuit. Irrigation Zones Sprinkler, heads irrigating lawn or other high-water-demand areas must be circuited so that they are on a separate zone or zones from those irrigating trees; shrubs, or other reduced- water-demand areas. Overspr~av, Sprinkler heads must be adjusted to reduce overspray onto impervious surfaces such as sidewallcs, driveways, and parking areas. Additional Irrigation l~iotes: Irrigation Renuired All landscape areas regulated by the City Landscape Ordinance (12-13) shall be served with an automatic underground irrigation system. Additional requirements affecting pressurized irrigation systems can be found in City Ordinance 9-1-28. Imgation Water Source, Use of non-potable irrigation water is required when determined to be available by the City Public Works Department as regulated by City Ordinance 9-1-28. If city potable water is used, a separate water meter is recommended so the owner can avoid paying sewer fees for irrigation water. Potable water shall not be used as a primary irrigation water source on non-residential lots with more .than 1/z acre of landscaping. Year round water availability is also required by connecting to city potable water or an on-site well as a secondary source.. Certification: I, , do hereby affirm that any irrigation system installed for the project mentioned above will be designed and installed in compliance with the specifications and notes stated in this form. Applicant's Signature -~ Date ,~ APR-18-2003 08:01A FROM:Sanitary Seruices~ I 208-888-5052 70:6580224 P:1~5 facsimil ~~~ far. ~~ -$1152 re: Cherry Lane Project - da.~e: App 14, 2oa3 pages: 3 page(s) total, including thSa co~o< stu~et Brit, RB: CeYtificate of Zaflmg Cotnpliaruce - Chaxy Laoo Pxojcot Please find attached a gate plan of the abav~e meatianed p~evject; 'x'his project will cottsiat of 5 of ~oofmodicel bw'ld~ngs toteDy spp~~~Y ~,~4 B4~ lbet when it is conapleto. Tha Uwaer would v7ce tt+ a,ocQmamodate ell eve b~rildiag$ with tWa (2) trash eaclosuras; oue located at tha east and an~e at the west eenta prnpeny lines. This project Will be phased aad in phsso oae ~ #1 wdl be built We would 1~7cc to gr~bmit for the CZC to the City of 1V[eridisu later this week, if it would arc i~o your schedule to r+eriew the attacked smd provide u9 with the rogiared sppivval and eommeo~, it would be greatly ap~+reciated. . .~ If you hRve aay gnestloas or ooeuoecns, plsase do not bemtffie m call. 'l~lc you. ..•dP~ . rQ, ~a 3 . -~ ~SSJ2~t~1G~ rt1As ~o~,/B~! r,'f.l~l? r'~fB~ uJ,~ ~~ .d M~~7,rvlJM~ d l.0 ~ CLFA QQ.~Ic ~, ~,JS , a ~.1 ~ G,a?~S ~1 ~+ ~ ~ ~. ~ ~ r..t ~,. o-Pe~1-~o s , ~r~ a ~.J , ~~ GL, ~~.~L o ~ 5 . 'd. G. ~, ~~~ IARSON A~C'HITECT3 21Q ~dti1RRAY ST1tEET BOISE, IDASO 83714 (208}t376-75x2 FaA (Z08}635-02?~t e0o_ ~ n _!v9n7 Mn-i n~ . ~yw rn. n_ -- .. _ . -- ^- _ r ~ ~~~•_ Oa/05/200a 12:25 FA% 2088886854 ~iERIDI~N P&Z DEPT. Z J W U O a~ Q Z V ~ 007/007. ®~1 ~IIW Nil N 0 W SECTION 02811 LANDSCAPE IRRIGATION PART 1 -GENERAL 1.1 SUMMARY A. Section Includes 1. Pipe and fittings, valves, sprinkler heads, accessories, and connections to water source. 2. Control system. B. System Description 1. ElecMc solenoid controlled automatic underground irrigation system. C. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 2 Section "Water Systems" for water supply. 2. Division 16 Sections for electrical power materials and installations. D. Design/Buiid Sprinkler System Furnish and install one underground sprinkler irrigation system to provide adequate irrigation of the lawn and planting areas shown on the Drawings and described in the Specifications. The work shall consist of providing and installing all material necessary for a complete system including pipe, valves, fittings, heads, automatic control equipment and all labor necessary for installation of a satisfactorily operating system. 1. The contractor awarded the project shall provide complete shop drawings showing the design layout, pipe size, valve location, size, sprinkler heads, etc: 2. The water source and location (point of connection) for the irrigation system is indicated on the Drawings. 3. Planter beds and lawn shall be on separate zones. 4. The sprinkler system layout is to provide complete coverage with matched precipitation. ~. Contractor is responsible for the first year winterization. 6. See performance notes and details on the Drawings. 1.2 DEFINITIONS A. Pipe sizes used in this Section are nominal pipe size (NPS) in inches. Tube sizes are Standard size in inches. h B. Supply Piping: Piping from water source to connection to irrigation system pressure piping. Piping is under same pressure as water supply. Piping in this category is not included in this Section. C. Pressure Piping Main Line: Piping downstream from supply piping to and including control valves. Piping is under irrigation system pressure. Piping in this category includes backflow preventers. D: Circuit Piping Lateral Lines: Piping downstream from control valves to irrigation system sprinklers. Piping is under pressure (less than pressure piping) during flow. E. Control ~Ialve: Automatic (electrically operated) valve for control water flow to irrigation system zone. 1.3 SYSTEM PERFORMANCE REQUIREMENTS A. Location of Sprinklers and Devices: Design location is approximate. Make minor adjustments necessary to avoid plantings and obstructions such as signs and light standards. B. Minimum Water Coverage: Not less than: 1. Turf Areas: 100 percent. 2. Other Planting Areas: 100 percent. 1.4 SUBMITTALS A. Product data including pressure rating, rated capacity, settings; and electrical data of selected models for the following: 1. Baclcflow preventers, including test equipment. Silverstone- Meridian 02811/1 September /02 2. Valves, including general-duty, underground; automatic control, and quick-coupler types, and valve boxes. 3. Sprinklers. 4. Controls, including controller wiring diagrams. ~. Wiring. 6. Irrigation system record drawings. B. Wiring diagrams for electrical controllers, valves, and devices. C. Maintenance data for inclusion in "Operating and Maintenance Manual'° specified in Division 1 Section "Project Closeout'° for the following: 1. Seasonal activities of start-up, shut-down and winterization, including, blow-out operation of sprinkler system with compressed air. 2. Baclcflow preventers, including instructions for testing. 3. Automatic control valves. 4. Sprinklers. 5. Controllers. 6. Irrigation system record drawings. 1.5 QUALITY ASSURANCE A. Comply with requirements of utility supplying water for prevention of backflow and backsiphonage. B. Installer Qualifications: Engage an experienced Installer with a minimum of five years experience and who has completed irrigation systems similar in material, design,. and extent to that indicated for Project that have resulted in construction with a record of successful in-service performance. C. ListinglApproval Stamp, Label; or Other Marking: On equipment, specialties, and accessories made to specified standards. D. Listing and Labeling: Equipment, specialties, and accessories that are listed and labeled. 1. '3'lte Terms "Listed" -and "Labeled": As defined in "National Electrical Code," Article 100. 2. Listing and Labeling Agency Qualifications: A "Nationally Recognized Testing Laboratory" (NRTL) as defined in OSHA Regulation 1910.7. E. Product Options: Irrigation system piping, specialties, and accessories are based on specific types, manufacturers, and models indicated. Components with equal performance characteristics produced by other manufacturers may be considered, provided deviations in dimensions, operation, and other characteristics do not change design concept or intended performance as judged by the Architect. The burden of proof of product equality is on the Contractor. Any substitutions must be approved by the Architect in writing prior to installation per section 1.10. 1.6 PROJECT CONDITIONS A. Perform site survey, research public utility records, and verify existing utility locations. Verify that irrigation system piping may be installed in compliance with original design and referenced standards. 1.7 SEQUENCING AND SCHEDULING A. Maintain uninterrupted water service to building during normal working hours. Arrange for temporary water shutoff with Owner.. B. Maintain Uninterrupted existing irrigation system during construction. Arrange for temporary water shutoff with owner. C. Coordinate irrigation systems work with landscape work specified in Division 2 Section "Landscaping." . 1.8 EXTRA MATERIALS A. Deliver extra materials to Owner. Furnish extra materials matching products installed as described below. Package them with protective covering for storage and label clearly describing contents. 1. Quick Couplers: Furnish quantity of units equal to 2 percent of amount of each size installed. 2. Sprinklers: Furnish quantity of units equal to 2 percent of amount of each type installed. 3. Valve Keys: Furnish quantity of tee-handle units equal to 10 percent of amount of each type key-operated, control valve installed. Silveistone-Meridian 02811/2 September /02 4. Quick-Coupler Hose Swivels: Furnish quantity of units equal to 10 percent of amount of each type quick coupler installed. 5. Quick-Coupler Operating Keys: Furnish quantity of units equal to 10 percent of amount of each type quick coupler installed. 1.9 IRRIGATION RECORD DRAWINGS A. The Contractor shall maintain a current record of all pipe and equipment placement and shall record any variations approved by the Architect. Upon completion of the system and prior to release of final payment, the Contractor shall provide the Owner with a neat and legible "As-Built" plan of the completed system (reproducible vellum or mylar only). Any pipe not installed in accordance with the plans as originally contracted shall be sufficiently dimensioned to a permanent structure for location after burial. As-built records shall be updated DAILY. 1.10 SUBS'I'TTUTTONS A. Substitutions to the specified equipment will be permitted with the express written approval of the Architect. Substitutions will be approved only when the substituted item is equivalent or better in quality and performance than the item originally specified. The final determination for "equivalents" rests with the Architect. Their decision shall be final and binding. 1.11 WARRAN'T'Y A. Warranty system against defects of installation and material for a period of 1 year after acceptance of the irrigation system. Guarantee shall also cover repair or damage to any part of the premises resulting from leaks or other defects in material, equipment and workmanship to the satisfaction of the Architect. Repairs, if required, shall be done promptly upon notification by the Owner, and; at no cost to the Owner. B. As part of the warranty, the Contractor shall be responsible for deactivating and winterizing the system prior to the onset of the freezing season and for reactivating the system at the onset of the spring growing season; each event must be accomplished once during the warranty period. In the event the system is completed in a season when it will not be in use, the Contractor shall winterize the system upon completion of testing (and approval by the Architect} and reactivate the system in the spring. The Contractor shall SUBMIT a letter to the Architect certifying that the system was winterized and drained and indicate the date such action was accomplished. The Contractor shall be responsible for any damage resulting from failure to comply. Contractor shall instruct and demonstrate winterization and startup techniques for Owner. PART 2 -PRODUCTS 2.1 SUMMARY A. All materials used throughout the system shall be new, unused, and in perfect condition. Refer to the irrigation materials legend, notes, detail drawings and these specifications for specific equipment to be used. Equipment or materials installed or furnished without prior approval of the Architect may be rejected and the Contractor required to remove such materials from the site at his own expense. B. Substitutions: Under provisions of section 01600 and 0281.1, paragraph 1.10. 2.2 BRASS Pll'E AND ACCESSORIES A. Pipe: ASTM B43, Schedule 40; domestic manufacture B. Fittings: Medium brass, screwed, 125-pound class. 2.3 PLASTIC PIPE AND ACCESSORIES A. Pipe 1. Pipe walls shall be uniform, smooth, glossy, and free of interior or exterior extrusion marks; pre-belled or straight to receive solvent-weld couplings; 20 foot standard lengths. 2. Pipe shall be marked with manufacturer's name, class of pipe, NSF seal, and date/shift of manufacturing run. Silverstone- Meridian 02811/3 September /02 3. PVC Pipe: ASTM D1785, D2241 " B. Fittings: PVC -ASTM D2464, D2466. C. Irrigation System Plastic Pipe 1. Mainline: 3- inch Pipe and larger: PVC Class 160 pipe with SDR26 rubber- Gasket fittings. 2 1/z -inch Pipe and smaller: PVC Class 200 pipe with SDR21 solvent weld fittings. 2. Laterals: PVC Class 200 pipe with PVC Class Z00 solvent weld fittings. Sleeving: PVC Schedule 40 pipe for sleeves 4" and smaller, Class 200 PVC for sleeves 6" and up. Sleeve size is double the diameter of the interior pipe(s). Minimum sleeve size 4" nominal diameter. 3. Refer to Part 3 Article "Piping Applications'° for identification of systems where pipe and tube materials specified below are used. 4. Polyvinyl Chloride (PVC) Plastic Pipe: ASTM D 2241; PVC 1120, SDR 21, 200 psig (1380 kPa) minimum pressure rating, with plain ends. Class 200 PSI pressure rated upstream from controls, as noted on the drawings; Class 200 PSI downstream. D. Pipe and Tube Fittings 1. Refer to Part 3 Article "Piping Applications'° for identification of systems where pipe and tube fitting materials specified below are used. 2. Polyvinyl Chloride (PVC) Plastic Pipe Fittings: ASTM D 2464, Schedule 80, threaded. 3. Polyvinyl Chloride (PVC) Plastic Pipe Fittings: ASTM D 2467, Schedule 40, socket-type. 4. "Harco" Push-on joint Ductile Fittings: ASTM A 536, 5. Dielectric Fittings: Assembly or fitting with insulating material isolating joined dissimilar metals to prevent galvanic action and stop corrosion. These devices are a combination of copper alloy and ferrous metal; threaded- and solder-end types, matching piping system materials. a. Dielectric Unions: Factory-fabricated, union assembly, designed for 250 psig (1725 kPa} minimum working pressure at 180 deg F (82 deg C). Include insulating material isolating dissimilar metals and ends with inside threads according to ASME 81.20.1. b. Transition Fittings: Manufactured assembly or fitting, with pressure rating at least equal to that of system and with ends 2.4 JOINING MATERIALS A. Solvent Cement: ASTM F 656 primer and ASTM D 2564 solvent cement in color other than orange. 2.5 VALVES A. General: Valves are for general-duty and underground applications. Refer to "Valve Applications" Article for locations of various valve types specified in this Article. Refer. to "Control Valves" Article for control valves and accessories. 2.6 CONTROL VALVES A. Description: 1dlanufacturer's standard control valves for circuits, of type and size indicated on Drawing, and as follows: 1. Angle Valves: Bronze construction, non-rising stem, inside screw threaded ends and as noted on the Drawings. 2. Automatic Control Valves: Diaphragm-type, normally closed, with manual flow adjustment, and operated by 24-volt-a.c. solenoid. ' 3. Quick-Couplers: Factory-fabricated, Z-piece assembly. Include coupler water-seal valve; removable upper body with spring-loaded or weighted, rubber-covered cap; hose swivel with ASME B1.20.7, 3/4-11.SNH threads for garden hose on outlet; and operating key. a. Locking Top : Include vandal-resistant, locking feature with 2 matching keys. 4. Drain Valve: As noted on the Drawings Drain Valve: As noted on the Drawings. ~. Isolation Gate Valves: 150# gate valve, epoxy-coated, ductile iron, resilient wedge valve .with non-rising stem and inside screw with threaded ends. Mechanical joint or push-on. "Waterous", "American Flow Control" or "Nibco" gate valves or approved equal prior to bidding. Size to match line size. Install in valve box, size adequate for maintenance access. Minimum 15" x 21". 6. Air release valve: 2" air release valve from "Ames" or "Waterman", install in valve box. Silverstone- Meridian 02811!4 September/02 B. Control Valve Boxes and Cover: Thermo-plastic valve boxes with lockable, snap-top lids. Size as required for application or as noted on drawings, maximum two (2) valves per boz. 1. Drainage Backfill: Cleaned gravel or crushed stone, graded from 3 inches (75 mm) maximum to 3/4 inch (19 mm) minimum. C. Service Boxes for Key-0perated Control Valves: Size and type as shown on Drawings. 1. Include valve key, 48 inches (915 mm) long with tee handle and key end to fit valve. D Irrigation System Controls 1. Controller: As noted on the Drawings. All control wires that are~above ground shall be installed in conduit. Electrical wiring shall be installed according to local-code. Provide surge protectors install controllers. . 2. Controller Housing: Weatherproof, watertight, with lockable access door. 3. Valves: Electric Solenoid type and size of control valves as noted on the Drawings, including required fittings and accessories. 4. Wire: Color coded, copper conductor direct burial, OF-UL listed. All control or hot wires shall be red or black. All common or ground shall be white. 2.7 SPRINKLERS A. Description: Manufacturer's standard sprinklers designed to provide uniform coverage over entire area of spray shown on Drawings at available water pressure, as follows: 1. Housings: Plastic, except where material is specified. 2. Pop-Up, Spray: Fixed pattern, with screw-type flow adjustment and stainless-steel retraction spring. 3. Pop-Up, Rotary Spray: Gear drive, full-circle and adjustable part-circle type. 2.8 AUTOMATIC CONTROL SYSTEM A. Description: Low-voltage controller system, made for control of irrigation system automatic control valves. Controller operates on 120 volts a.c. building power system, provides 24 volts a.c. power to control valves, and includes stations for at least the number of control valves indicated. Size and type as shown on Drawing. B. Control Enclosures: Weatherproof enclosure with locking cover and 2 matching keys. Enclosure construction complies with NFPA 70 and NEMA 250, Type 4, and includes provision for grounding. All control wires that are above ground shall be installed in conduit. Electrical wiring shall be installed according to local code. Provide surge protectors in all controllers. 1. AG 240 V Surge Arrester: As noted on the drawing. Install in approved J-box next to controller. Install -per manufacturer recommendations. 2. MGP-1 Maxi Grounding Plate: As noted on the Drawings. Install with approved grounding per manufacturer's recommendations. Install per manufacturer's recommendations. 3. PT 322 Pulse Transmitter: As noted on the Drawing. Pulse Transmitter is to be installed at controller and programmed by an approved "Maxicom" rep. C. Transformer: Internal-type, and suitable for converting 120 volts a.e. building power to 24 volts a.c. power. D. Controller Stations for Automatic Control Valves: Each station is variable from approximately 1 to 60 minutes. Include switch for manual or automatic operation of each station. E. Timing Device: Adjustable, 24-hour, 14-day clock to operate any time of day. Include provision for the following settings: 1. Setting to skip operation any day in timer period. 2. Setting for operation every other day. 3. Settings for operation 2 or more times daily. 4. Include manual or semi-automatic operation without disturbing preset automatic operation. 5. Provide NI-CAD battery and trickle charger to automatically power the timing device during power outages. F. Wiring: UL 493, solid copper conductor, insulated cable, suitable for direct burial.. 1. Feeder Circuit Cables: Type UF, No. 10 AWG minimum, between building and controllers. 2. Low-Voltage, Branch Circuit Cables: Type UF, No. 14 AWG minimum, between controllers and automatic control valves. Jacket color is other than feeder-circuit-cable jacket color. Furnish cables with jackets of different colors for multiple cable installation in same trench. Install control wire to side of main line. Where control wire leaves main or lateral line. Silverstone- Meridian 02811/5 Septemberl02 3. Splicing Materials: Pressure-sensitive, watei•`proof, thermoplastic wire connectors and other materials required to make specified connections. Locate al] splice within valve boxes. 4. Use white or gray color for common wire and other colors for all other wire. a. Wire to be size # 14 not to exceed 1500 Linear feet before sizing up to #12 wire. a: Add two extra control wires from panel to valves for use if a wire fails or for future addition, and mark I in the control box as extra wire. G. Commu nication Cable. 1. All cable required for the 2-wire paths from Controller to flow sensor shall be REA Pe-39, 19 gauge, conductor-solid annealed uncoated copper conforming to ASTM-B3; insulated with expanded polyolefin surrounded by solid polymer to ensure low loss long transmission capability. 2. Cable for the 2-wire paths shall be installed with no underground splices. All cable shall be laid in trenches ("pulling-in" of cable for installation without trenching will not be allowed unless pre-approved by the Landscape Architect) and shall be carefully back-filled to avoid any damages to the cable insulation or cable conductors themselves. In rocky areas, the trench shall have a 6" layer of clean sand on the bottom before the cable is laid into the trench and back-filled. If rocky back-fill is being used, the cable shall have an additional 6" layer of sand on top of it before back-filling is started. The cable shall have a minimum of 18" of cover 3. Where cable passed under paving, walls or any other paved areas, it shall be installed in a PVC class pipe sleeve of proper size required for the number of cables to be placed in it. The 2-wire path is permitted to be laid in the same trench with the 117 VAC cable as much as possible by laying each in opposite sides of the trench. 2.9 VALVE BOXES A. Carson Industries or approves equal green body with locking lid. Standard rectangular box for all electrical control valves, 1419-128. 10" round box for all mainline ball valves, gate valves, and hose bibs. PART 3 - E:O;CUTION 3.1 EXAMINATION A. Investigate and determine available water supply water pressure and flow characteristics. 3.2 PREPARATION A. Set stakes to identify proposed sprinkler locations. Obtain Contracting Officer's approval before excavation: 3.3 PAVING WORK A. Install piping in sleeves where crossing sidewalks, roadways, parking lots, and railroads. 1. Install piping sleeves by boring or jacking under existing paving, where possible. 3.4 PIPING APPLICATIONS A. Refer to Part 2 of this Section for detailed specifications for pipe and fitfings products listed below. Use pipe, tube, fittings, and joining methods according to the following applications. Piping in pits and aboveground may be joined with flanges instead of joints indicated. B. Use pipe, tube, fittings, and joining methods according to the following applications. C. Pressure Piping Underground: Use the following: 1. 2 ~- Inches (DN 80) and'Smaller: ASTM D 2241, SDR 21, Class 200, polyvinyl chloride (PVC) plastic pipe; ASTM D 2467, Schedule 40, PVC plastic, socket-type pipe fittings; and solvent-cemented joints. 2. 3 -Inches (DN 100) and Larger: ASTM D 2241, SDR 26 rubber gasketed Class 160, polyvinyl chloride (PVC) plastic pipe; ASTM A 536 push on ductile iron fittings. D. Circuit Piping: Use the following: 1. All Sizes: ASTM D 2241, SDR Zl Class 200, polyvinyl chloride (PVC) plastic pipe; ASTM D 2466, Schedule 40, PVC plastic, socket-type fittings; and solvent-cemented joints. Silveistone- Meridian 02811/6 September /02 E. Sleeves: ASTM D 2241, Class 200, polyvinyl chlorid"e (PVC) plastic pipe; ASTM D 2466, Schedule 40, PVC plastic, socket-type fittings; and solvent-cemented joints. Sleeve diameter shall be two sizes larger than pipe installed in sleeve. Extend sleeves 6" beyond walk or pavement edge. 3.5 JOINT CONSTRUCTION A. Threaded Joints: Thread pipes with tapered pipe threads according to ASME 81.20.1, apply tape or joint compound, and apply wrench to valve ends into which pipes are being threaded. B: Polyvinyl Chloride (PVC) Piping Solvent-Cemented Joints: Construct joints according to ASTM D 2672 and ASTM D 2855. 1. Handling of Solvent Cements, Primers, and Cleaners: Comply with procedures in ASTM F 402 for safe handling when joining plastic pipe and fittings with solvent cements. C. Dissimilar Materials Piping Joints: Construct joints using adapters that are compatible with. both piping materials, outside diameters, and system working pressure. Refer to "Piping Systems - Common Requirements" Article for joining dissimilar metal piping. D. Provide concrete thrust blocks at all gasket fittings where a change of direction occurs. 3.6 PIPING SYSTEMS -COMMON REQUIREMENTS A. General Locations and Arrangements: Drawings indicate general location and arrangement of piping systems. Indicated locations and arrangements were used to size pipe and calculate friction loss, and in other design considerations. Install piping as indicated, except where deviations to layout are approved on coordination drawings. B. Install components having pressure rating equal to or greater than system operating pressure. C. Install piping free of sags and bends. D. Locate groups of pipes pazallel to each other, spaced to permit valve servicing: E. Install fittings for changes in direction and branch connections. F. Piping Connections: Except as otherwise indicated make piping connections as specified below. 1. Instal] unions, in piping 2 inches (DN SO) and smaller, adjacent to each valve and at final connection to each piece of equipment having 2-inch- (DN 50) or smaller threaded pipe connection. 2. Install flanges, in piping 2-1/2 inches (DN 65) and larger, adjacent to flanged valves and at final connection to each piece of equipment having flanged pipe connection. 3. Install dielectric fittings to connect piping of dissimilar metals. 3.7 PIPING INSTALLATION A. Install underground polyvinyl chloride (PVC) plastic pipe according to ASTM D 2774. B. Lay piping on solid subbase, uniformly sloped without humps or depressions. 1. Install polyvinyl chloride (PVC) plastic pipe in dry weather when temperature is above 40 deg F (4 deg C}. Allow joints to cure at ]east 24 hours at temperature above 40 deg F (4 deg C) before testing, unless otherwise recommended by manufacturer. C. Minimum Cover: Provide following minimum cover over top of buried piping: 1. Pressure Piping: 18 inches. 2. Circuit Piping: 12 inches. 3. Sleeves: 18 inches. D: Tunneling: Install pipe under streets or other obstructions that cannot be disturbed, by tunneling, boring, or jacking. E. Install piping under sidewalks and paving in sleeves. F. Back-filling 1. Provide clean, non-rocky material over piping. Back-fill trenches and compact to subgrade elevation as specified in section 02223. Protect piping from displacement. G. Pipe fittings 1. All mainline piping shall use ductile iron push on type fittings thrusted as required by manufacturer. 3.8 VALVE APPLICATIONS A. Drawings indicate valve types to be used. Silverstone- Meridian 02811/7 Septemberl02 3.9 VALVE INSTALLATION A. Valves: Install underground valves in valve boxes as shown on Drawings. B. Control Valves: Install in valve control valve boxes, arranged for easy adjustment and removal. Install union on downstream side. Maximum (2) valves per valve box. C. Place 6 inches minimum of gravel below control valves for drainage. Maintain 4 inches minimum between bottom of valves and top of gravel. Place Filter fabric barrier between ground and valves. Valve box shall be reasonably flee from dirt and debris. Install sprinkler heads a minimum of 12 inches from all walls. 3.10 SPRINKLER INSTALLATION A. Sprinklers: Flush circuit piping with full head of water and install sprinklers after hydrostatic test is completed. 1. Install lawn sprinklers at manufacturer's recommended heights. 2. Install shrubbery sprinklers at heights indicated. 3. Locate part-circle sprinklers to maintain a minimum distance of 12 inches from walls and 2 inches (50 mm) from other boundaries, unless otherwise indicated. 4. Sprinkler Head Risers: Rotor pop-up sprinkler and quick coupling valves- shall have an adjustable-riser assembly (triple swing joint). Stationary spray pop-up heads or shrubs spray heads shall have an adjustable riser assembly (triple swing joint) or low-density polyethylene flex pipe as shown on Drawings details. Triple swing joint fittings shall be of Schedule 80 PVC or Marlex plastic and nipples Schedule 80 PVC unless otherwise designated on Drawings. Flex pipe risers shall be 12 inch long minimum and 18 inch maximum linear low-density polyethylene pipe with spiral barb fittings and 90 degree ell as shown on details on Drawing. 3.11 AUTOMATIC CONTROL SYSTEM INSTALLATION A. Install controllers and controller pedestal according to manufacturer's written instructions and as indicated. B. Install control and communication wiring in same trench with piping. Where wiring leaves from piping trenches, install wiring in conduits. C. Maxicom Systems. 1. All components related to the Maxicom system (included, but not limited; controller, master valve, flow sensor, communication cable, surge arrester, pipe, pulse transmitter, etc.) shall be installed be Manufacturer's recommendation and approved by an approved "Maxicom" representative. . D. Install control wiring in accordance with Specifications. Provide 10 inches expansion coil at each valve to which controls are connected, and at 100 ft intervals. Bury wire beside pipe. Where wire leaves pipe, enclose in conduit. Use waterproof wire connectors. Use white or gray color for common wires and other colors for all other wires. No control wires shall be placed in thrust blocks. Locate wires on opposite side of thrust blocks. 1. Add two extra control wires from panel to valves for use if a wire fails or for future addition and mark it in the control box as extra wires 3.12 CONNECTIONS A. Connect piping to sprinklers, devices, valves, control valves, specialties, and accessories. B. Connect water supplies to irrigation systems. Include back-tlow preventers on potable water supplies. C. Electrical Connections: Connect to power source, controllers, and automatic control valves. 3.I3 FIELD QUALITY CONTROL A. Testing: Perform test of piping and valves before back-filling trenches: Piping may be tested in sections to expedite work. Owners representative must be present for testing. 1. Test system at main line, lateral lines and valves. 2. Repair leaks and defects with new materials and retest system or portion thereof until satisfactory results are obtained: B. Field inspection and testing will be performed under provisions of Section 01400. Silverstone- Meridian 02811/8 September /02 C. Installer's Field Service " 1. Prepare and start systems under provisions of Section 01600 2. Provide one complete spring start-up and a fall shutdown, including winterization to blow out entire system with compressed air. D. Adjust work under provisions of section 016500: E. Change and/or adjust head types for full water coverage as directed. F. Adjust nozzle spray pattern as required to avoid water spray oa building walls, roads or sidewalks. 3.14 CLEANING AND ADJUSTING A. Flush dirt and debvis from piping before installing sprinklers and other devices. B. Adjust automatic control valves to provide flow rate of rated operating pressure required for each sprinkler circuit. C. Carefully adjust lawn sprinklers so they will be flush with, or not more than 2 inch (13 mm) above, finish grade after completion of landscape work. Adjust so that sprinklers do not spray on buildings or walls. D. Adjust settings of controllers and automatic control valves to insure proper watering of all landscaping. 3.15 COMMISSIONING A. Starting Procedures: Follow manufacturer's written procedures. If no procedures are prescribed by manufacturers; proceed as follows: 1. Verify that specialty valves and their accessories have been installed correctly and operate correctly. 2. Verify that specified tests of piping are complete. 3. Check that sprinklers and devices are correct type. 4. Check that damaged sprinklers and devices have been replaced with new materials. 5. Check that potable water supplies have correct type back-flow preventers. 6. Energize circuits to electrical equipment and devices. 7. Adjust operating controls. B. Operational Testing: Perform operational testing after hydrostatic testing is completed, backfill is in place,`and sprinklers are adjusted to final position. 3.16 DEMONSTRATION A. Provide imgation system demonstration under provisions of Section 01650. Record on VHS video format. B. Demonstrate to Owner: that system meets coverage requirements and that automatic control functions properly. C. Demonstrate to Owner maintenance personnel operation of equipment, sprinklers, specialties, and accessories. Review operating and maintenance information including start up and winterization procedures. D. Provide 7 days' written notice in advance of demonstration. 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