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Sonoma Square BuildingHUB OF TREASURE VALLEY MAYOR A. Good Ply tol Live LEGAL IIEPAItTMENT Rola is C.cak 8) 46-9M - Fsz 46+6-4107 CITY OF 1'ERIDMN Pufaxwom 33 E IDAHO 1K3fWW�opF.� Tr 1 Mrd 88t-=1,1- Fay 8871297 Taft=ydeweerd MIERMLANN, IDAHO 83"2 (2m 888.4433 F" ig8 A48131 PI A '%'11rTA TM Zo1J iCr C&yC%a&Office F=M8)888.4218 � ENT i..� Nay f2M $8,1-333 - FAX 888-t8U CERTIFICATE OF ZONING COMPLIANCE* Date: 9-6-03 Project Name: Sonoma Square Building Project Proposed Use: Single -Story Flex Building (multi -tenant) Owner: Kimball Properties Limited Partnership Applicant: W H Moore Company Zoning: C C (.Community Business District) Conditions of Approval: Project is subject to all current Meridian City Code (MCC) and conditions of approval for the El Dorado Business Campus. The issuance of this permit does not release the applicant from any requirements of the approved Annexation and Rezone (AZ -01-018), Conditional Use Permit (CUP - 01 -037), Preliminary Plat (PP -01-020) and Final Plat (FP03-010) permits issued for this site. Landscaping: The Landscape Plan is approved per the plan stamped by David Koga, on 8-26-03 and stamped "approved" on 9-8-03 by the Meridian Planning & Zoning Department, with the following changes: 1) the planting of a minimum eleven (11) trees (2" minimum caliper) within the landscape buffer along the south property line (7 Crabapple tress currently shown), 2) the addition of five (5) approved trees (minimum 2" caliper) within the landscape buffer along the north property line (3 Pear trees currently shown), 3) the addition of an approved tree within the proposed landscape island at the east end of the parking near the north property line, and 4) either move the trees along the south and east boundary inside the limits of the lot, OR provide staffwith a recorded document allowing off-site landscaping and pathway on the adjacent lots. NOTE: If the required trees along the south and east boundary are planted off-site and are to be counted against the required number, they must be planted within five (5) feet of the property line. The approved landscape plan is not to be altered without prior written approval ofthe Planning & Zoning Department. No field changes to site plan permitted; prior written approval of all material changes is required. Irrigation: An underground, pressurized irrigation system must be installed to all landscape areas per the specifications labeled "SECTION 02811 ", prepared in September of 2002 and in accordance with MCC. Curbing: Per MCC 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 Tree Preservation section of the City's Landscape Ordinance. Per MCC 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 MCC 12-13-13-6. Parking: Off-street parking is approved as shown on the approved site plan. In accordance with MCC 11-13-5, all standard parking stalls must be constructed 9' x 19' minimum and drive aisles must be at least 25' wide. The project engineer/architect shall certify that the number and size of handicap-accessible spaces conforms to the Americans with Disabilities Act (ADA). Handicap accessible stalls must have signage in accordance per ADA. The applicant shall be responsible for meeting the requirements of ACHD as they pertain to this development Sidewalks: All sidewalks shall be constructed as submitted and in accordance with MCC 12-5-2.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 MCC. Li tin : Lighting shall not cause glare or impact the traveling public or neighboring development. Signage: No signs are approved with this CZC. All signs will require a separate sign permit in compliance with the sign ordinance. Trash Enclosure: Any dumpster(s) must be screened in accordance with MCC 11-12-1.C. Trash enclosures must be built in the location and to the size approved by SSC on 8-28-03. Handicap-Accessibility: The structure, site improvements and parking must be in compliance with all federal handicap-accessibility requirements. ACHD Acceptance: 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 ACHD requirements, a new site plan shall be submitted to the City of Meridian 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% 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 "approved" on 9-8-03 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 p itte rior written approval of all changes is required. Craig Hoo lanner II *This letter does not indicate compliance with requirements of other departments/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. AUG.27.2003 1:59PM LARSON ARCHITECTS NO.770 P.1 TO:W.H. MOORE CITY OF MERIDIAN Planning 8t Zoning Department �' 660 E. Watertower Ln., Ste. 202, Meridian, ID 83642 (208)884-5533 Phone / (208)888-6854 Fax CERTIFICATE OF ZONING COMPLIANCE (CZ(;1 AP L-ICA77ON (Section 11-19-1, Zoning and Development Ordinance) PROJECT NAME: Sonoma 5qjj= Builokg APPLICANT: W. H_ Moore Company _ ADDRESS: 600 N. Steelhead Way,Suite 144 --Boise, Idaho 8 704 PHONE: 323-1919 FAX: 323-7523 __ _E-MAIL OWNERS) OF RECORD: Kimball Properties Limited Partnership. ADDRESS: 600 N Steelhead Wa, Suite 144 — Boise Idaho 83704 PHONE: 323-1919 FAX: 323-7523 _E-MAIL ARCHITECT (IF DIFFERENT THAN APPLICANT): Larson Architects P.A. (Cornel Larson) ADDRESS: 210 Murray Street Boise Idaho 83714 PHONE:376-7502 FAX: 658-0224 E-MAIL: lararchs(q�mindspr_init.c_giu ADDRESS, GENERAL LOCATION OF SITE: El Dorado B in%45 Campus — Meridian Idaho DESC U?TION OF USE: Single Stoly Flex Buildins (multi -tenant ImII ing) PRESENT ZONE CLASSIFICATION: _C=C, I, �J . fC 1 17 arr'c- , do hereby afi-utu that I will agree to pay any additional sewer, water or trash fees or charges, if any, associated with the use that I/we have applied for, whether the use be residential, commercial or industrial in nantre. Furthermore, I have read the information contained herein and certify that the information is true and correct. 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Oo C 1 7flNp - y�, e GR �'; �I''i 111E Hit H1110 �. 19� Ei I III 9 pqR:, p �� 1 (5 Oo C � � llj y�, e �'; �I''i 111E Hit H1110 �. 19� Ei I III xm m c P �I EI�R£85iR�,£IAFR 88 41,A9R'IfR�' @p@p@p333B pqR:, �, el '3 I � � � I I�I fi}�fi3 I ppQ 114 �'; �I''i 111E Hit H1110 �. 19� Ei I 3� 3 4,0IV^ 'P P ER — COPTWOHT O !ARSON AwHfTHC15. P.A. PODS Ofd Ew HAY NOT HB EEHSEE EITHOOT THE EHITTEN PRP"SION OF THE ARCHITECT g� Larson Architects, P.A. SONOMA SQUARE BUILDING EL DORADO BUSINESS CAMPUS Amh(li re 1, Hew 9e & PI — W ` d 210 Mu"ay Street = $ BONITO WAY Boise, Idaho 83714 MERIDIAN, IDAHO (208) 376-7502 CZC Landscape Plan Submittal Requirements Plan Size & Scale: The landscape plan must have a scale no smaller than 1 "=50' (I "=20' is preferred) and be on a standard drawing sheet, not to exceed 36"x48" (24"06" is preferred). A plan which cannot be drawn in its entirety on a single sheet must be drawn with appropriate match lines on two or more sheets. Number of Copies: 3 Landscape Plan Preparation: Preparing a landscape plan requires special skills. Landscaping involves more than a simple arrangement of plants with irrigation; plants are not haphazardly placed in a way that fills up leftover space. Landscape plans should be artfully and technically organized in a way that conveys coherence, design, and organization. The landscaping should enhance the physical environment as well as the project's aesthetic character. Also, requiring plans prepared by a landscape professional minimizes the likelihood of trees dying or interfering with other adjacent site features. Therefore, all landscape plans shall be prepared by a landscape designer, or qualified nurseryman. Item Comments No. I'lDescription 1. te, scale, n rth arrow, and title of the project. L --X 2 Names, addresses and telephone numbers of the eveloper and the person/firm preparing the X plan. 3. Existing boundaries, pro erty lines, andimensions f the lot. X 4. Relationship to adjacent properties, streets, anprivate lanes. v X 5. Easements and right-of-way lines on or adjacent to the lot. 4- X 6. Existing/proposed zoning of the lot, and the zoning and land use of all adjacent properties. X 7. Existing natural features such as canals, creeks, drains, ponds, wetlands, floodplains, high X groundwater areas, and rock outcroppings. Location, size, and species of all existing trees on site with trunks 4 inches or greater in 8. diameter, measured 6 inches above the ground. Indicate whether the tree will be retained or X removed. 9 A statement of how existing healthy trees proposed to be retained will be protected from X damage during construction. Existing buildings, structures, planting areas, light poles, power poles, walls, fences, berms, 10. parking and loading areas, vehicular drives, trash areas, sidewalks, pathways, stormwater X detention areas, signs, street furniture, and other man-made elements. 11. Existing and proposed contours for all areas steeper than 20% slope. Berms shall be shown X with one -foot contours. 12. Sight Triangles as defined in Section 6 of this ordinance. X 13. Location and labels for all proposed plants, including trees, shrubs, and groundcovers. Scale X shown for plant materials shall reflect approximate mature size. A Plant List that shows the plant symbol, quantity, botanical name, common name, minimum 14. planting size and container, and comments (for spacing, staking, and installation as X appropriate) - ro riate).15. 15. Plantin and installation details as necessary to ensure conformance with all required standards. X 16. Design drawings of all required structures for screening purposes. X 17 Calculations of project components to demonstrate compliance with the requirements of this X ordinance, including: a. Number of street trees and lineal feet of street frontage X b. Width of street buffers X c. Width of parking lot perimeter landscape strip X d. Buffer width between different land uses X Number of parking stalls and percent of parking area with internal X e landscaping f. Total number of trees and Treespecies mix X g. Mitigation for removal of existing trees X CERTIFICATE OF ZONING COMPLIANCE & PLAN REVIEW CHECKLIST Project: Sonoma Square Building Review Date: Contact: Larson Architects, P.A. Zone: Site Review/Conforming Elements Comments Complete *Project must comply with all approved ermits, plats or Development Agreements associated with the lot or parcel. 1. Completed & signed application form X 2. Warranty deed t/ X 3. Affidavit of Legal Interest (notarized) U X 4. Site Plan — scale not less than 1 "=50' (4) copies + (4) 8 %z"x11" reductions ✓ X 5. Vicinity Ma (scalable) 1P 1 1,4- X 6. Landscape Plan — scale not less than 1"=50' 3 copies + 3 8 %z"x11" reductions X 7. Irrigation Performance Specifications 3 copies in compliance w/ Landscape Ord. X 8. Sanitary Service approval for trash enclosure & access drive i/ X 9. Calculations table listing # of par g li A size, l� 12e, Ian caping, o stalls, bui2cks. space, se fencing, screening & coverage L X 10. Statement of proposed use of property +---X 11. Zoning District ermitted use, CUP, AUP, variance, etc. Check D , F/CL �X 12. Floodplain District W A VX 13. Landscaping' X Must be in compliance with the Landscape Ordinance X 14. Off -Street Parking X a # of Stalls (dimensions, etc) X b) Handicap Stalls (van accessible - 8' aisles - 8', signage) X c) Aisles (width - 25' new, 20' min. existing, location) X 15. Trash Areas X a) Location X b 3 -Side Screening X 16. Underground Irrigation' X 17. Sidewalks/Paths X 18. Lot Requirements X a) Lot Area (note restrictions on use of undevelo ed ortion of lot) X b Street Frontage X c Setbacks X d) Coverage X 19. Fencing X 20. Fee of $60.00 X ACRD approval letter required for curb cuts, road widening, for all new projects. ' Trees must not 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 Cityfor a well. City will permit one hook-up to municipal water for irrigation persite. When Recorded Please Return to Givens Pursley LLP 277 North sin Street, Suite 200 Boise, ID 8,.M2 Attn- Davids R.1 Lombardi q 91 FOF North 911h S KIMBALL P address is F particularly that Gran Exhibit B, water rights limited to, d delivery ditc And the sai against all ' 'LVT Y RECO �" �VA.FM Pi GE 12 r GRANT DEED RECORDED - RECUES i OF 1±_>my�y OER'JTY �' J 6T00E LUE RECEIVED, James F. Griffin, a single man ("Grantor'), whose address's 705 Boise, ID 83702, does hereby GRANT, BARGAIN, SELL and CONVEY unto IERTIES LIMITED PARTNERSHIP, an Idaho limited partnership ("Grantee"), whose Box 8204, Boise, Idaho 83707, the real property in Ada County, State of Idaho, more :ribed on Exhibit A attached hereto and made a part hereof ("Property"). hereby covenants to and with Grantee and Grantee's heirs, successors and assigns, awfully seized in fee simple of the Property, subject only to the matters described on hed hereto and made a part hereof. /E AND TO HOLD, the Property with its appurtenances, together with any and all ;ntitlements to receive water for beneficial use upon the Property, including, but not or canal company shares, and ditch rights associated with any irrigation or water anal, lateral or pipeline, unto the Grantee, and Grantee's heirs and assigns forever. rantor hereby binds himself and his successors to warrant and defend the title as of the Grantor herein and no other, subject to the matters set forth herein. -04 Dategi effective the day of December, 2001. GRANTOR. - GRANT DEED I RANTOR: 0 222 Fj Fams F. Griffi GRANTDEED.9 S.ICUENTS\2515tii21Fj�al �Jocumentslfian[ Deetl f1211-01) doc PARCEL I i A parcel of land located in the Northeast Quarter and Southeast Quarter of Section 20, Township 3 North, Range 1 East, Boise Meridian, .Ada County, Idaho, the same being depicted on Record of Survey No. 5147 recorded July 2 2001 as Instrument No. 101065642, Records of .Ada County, Idaho, more particularly described as follows: Commencing at the Northeast corner of said Section 20, of which the Southeast corner of said No theast Quarter bears South 00° 14'45" West. 2651.89 feet, thence along the Norther)y line of said Northeast Quarter, South 80° 46' 18" West, 1328.41 feet to the POINT OF BEGINNING and the Northwest corner df the East YZ of the Northeast Quarter of said Section 20; thence along the Westerl line of said East'./2, South 19' 52" West, 55.00 feet; thence along a line parallel with and 55.00 feet southerly of said Northerly line of Section 20, North 8$° 46' 18" East 1273.49 feet to a point 55.00 feet Westerly of the Easterly line of said Northeast Quarter, thence along a line 55.00 feet Westerly of and parallel with said Easterly Iine, South 0?° 14' 45" West, 594.66 feet, thence North 8 ° 56' 06" East, 55.00 feet to a point on the Easterly line of said Northeast Quarter thence along said line South 0° 14'45" West, 2002.07 feet to the Southeast corner of said Northeast Quarter, thence 2 long the ]Easterly line of the Southeast Quatter of said Section 20 South 0 000' 01" West, 196.19 feet; thence North 6 ° 20' 09" West 26.90 feet to the Northeast comer of Lot 34, Block 4 of Thousand Springs Subdivision No. 1 as shown on the official plat thereof recorded in Book 78 at Pages 848 through 8249, Ada County Records; thence along the Northerly boundary of said Subdivision the following courses: North 6 ° 20' 09" West 339.38 feet to the beginning of a tangent curve; thence Along s[id curve to the left having a radius of 250.00 feet, an arc length of 222.33 feet, a central Angle of 50° 57' 18", and a chord bearing and distance of South 86° 11' 12" West, 215.08 feet; thence tangent from said curve South T 42' 33" West, 121.50 feet to the beginning of a tangent curve; thence Along skid curve to the left having a radius of 200.00 feet, an arc length of 116.45 feet, a central Angle of 33° 21' 36", and a chord bearing and distance of South 77° 23'21 " West, 114.81 feet; thence tangent from said curve North 8 ° 55'51 " West, 561.11 feet to the Westerly line of the East %2 of the Southeast Quarter of said Section 20; thence leaving said Subdivision line, along said Westerly line North 0)' 11' 26" East, 118.03 feet to the Southwest corner of the East t/z of the Northeast Quarter of said Section 20; thence along the Southerly line of the West %z of the Northealst Quarter South 8�' 54' 44" West, 84.07 feet; thence leaving said line North Op° 42' S2" East, 2649.75 feet to the Northerly line of the Northeast Quarter of said Section 11L20; thence along said line North 86' 46' 17" East, 2 0. 10 feet to the POrNT OF BEGINNING. i PARCEL A parcel of land located in rile Southwest Quarter of Section 13, Township 3 North, Range 1 West, Boise Nlendian, Ada County, Idaho, the same being depicted on record of Survey No. 5446 recorded July 2, 2001 as Instrument No. 101065643, Records of Ada County, Idaho, more particularly described as follows: Beginning at the Northwest corner of said Southwest Quarter, of which the Southwest comer of said Southwest Quarter bears South 00° 00' 26" East, 2651.35 feet, thence along the Northerly line of Southwest Quarter and the Southerly Boundary line of The Landing Subdivision No. 7, as shown on the official plat thereof recorded in Book 69, at Pages 7085 through 7086, Ada County Records; thence North 89° 59' 42" East, 1326.84 feet to the Northeast comer of the Northwest Quarter of said Southwest Quarter; thence South 00° 01' 40" East, 1326.16 feet to the Northerly right-of-way line of Interstate Highway No. 84 as shown on Federal Aid Project No. I -80N-1 (12) 37 on file at the offices of the Idaho Transportation Department, Boise, Idaho, thence along said night -of - way hne Noah 89° 53' 55" West., 1327.32 feet to the Westerly line of said Southwest Quarter; thence along said Westerly line North 00° 00'26" West, 1323.70 feet to the POINT OF BEGINNING. CONTENTS OF CZC APPLICATION (Incomplete applications will not be processed) An application for a Certificate of Zoning Compliance shall be filed with the Planning and Zoning staff by the owner of the property or the applicant of the proposed use. The application shall contain the following information: Completed and signed CZC application form. 2. The last deed of record for the subject property. Notarized Affidavit of Legal Interest (attached). 4. Four (4) copies of a detailed site plan, drawn to a scale of not less than 1 "=50'. Also include Four (4) copies of an 8 '/s" x 11" reduction of the site plan. 5. Submit a scalable Vicinity Map of the subject property and surrounding properties (a map may be obtained from the Meridian Planning & Zoning Department). 6. Three (3) copies of the landscape design in compliance with the Landscape Ordinance, drawn to a scale of not less than 1"=50'. Also, include three (3) copies of an 8'/z" x 11" reduction. See attached landscape submittal requirements. 7. Three (3) copies of irrigation performance specifications in compliance with the Landscape Ordinance. (Form attached) 8. Written approval or a stamped site plan from Sanitary Service Company (SSC) indicating that the designs of the trash enclosure and access drive are acceptable. 9. A calculations table that shall list the number of parking stalls, building size, lot size, landscaping, open space, setbacks, fencing, screening and coverage. 10. A written statement from the applicant detailing the proposed use(s) of the property. Please list as many details as possible. 11. A fee of $60.00. ACHD Acceptance: Applicant shall be responsible for meeting the requirements of ACHD as they pertain to this application. 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 ACHD' requirements, a new site plan shall be submitted to the City of Meridian Planning & Zoning Department for approval prior to the issuance of a building permit. IRRIGATION PERFORMANCE SPECIFICATIONS PER ORDINANCE 12-13-8 NOTE: submit 3 copies of this completed form with any application for Certificate of Zoning Compliance (CZQ. Project Name: Sonoma Square Building Specifications: Available Gallons per Minute: !, FO-) /c urI Jac-- Available ac Available Water Pressure: C05 Point of Connection (describe and/or submit a site plan): Primary 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: 23,249 s.f. Backflow Prevention A backflow prevention device must be installed as required by City Ordinance 9-3. Coverage 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. Overspray Sprinkler heads must be adjusted to reduce overspray onto impervious surfaces such as sidewalks, driveways, and parking areas. N, 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. Electric 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/Build 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. 5. 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. 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 Valve: 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.=1 SUBMITTALS A. Product data including pressure rating, rated capacity, settings, and electrical data of selected models for the following: 1. Backflow 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. 5- 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. Backflow preventers, including instructions for testing. 3. Automatic control valves. d. 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. List]ng/Approval 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. The 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. Silverstone- Mendian 02311%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 anv 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 SUBSTITUTIONS 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 WARRANTY 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 wner_ PART2-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 02811, paragraph 1.10. 2.2 BRASS PIPE 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 r/2 -inch Pipe and smaller: PVC Class 200 pipe with SDR21 solvent weld fittings. 2. Laterals: PVC Class 200 pipe with PVC Class 200 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 prig (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 131.20.1. 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: Manufacturer'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, 2 -piece assembly. Include coupler water -seal valve; removable upper body with spring-loaded or weighted, rubber -covered cap; hose swivel with ASME 131.20.7, 3/4-11.5NH 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. 5. 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 102 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 box - 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 -Operated 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.c. 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. Silversrone- Stendian 02511/5 September i02 3. Splicing Materials: Pressure -sensitive, waterproof, thermoplastic wire connectors and other materials required to make specified connections. Locate all 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 412 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. Communication 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 -133; 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, 1419-12B. 10" round box for all mainline ball valves, gate valves, and hose bibs. PART 3 - EXECUTION 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 fittings 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 '/z- 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 21 Class 200, polyvinyl chloride (PVC) plastic pipe; ASTM D 2466, Schedule 40, PVC plastic, socket -type fittings; and solvent -cemented joints_ Silverstone- Meridian 02811/6 September /02 E. Sleeves: ASTM D 2241, Class 200, polyvinyl chloride (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 B.120.1, 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 parallel 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. Install unions, in piping 2 inches (DN 50) 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 least 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 September/02 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 free 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-flow preventers on potable water supplies. C. Electrical Connections: Connect to power source, controllers, and automatic control valves. 3.13 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 on building walls, roads or sidewalks. 3.14 CLEANING AND ADJUSTING A. Flush dirt and debris 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: I. 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 irrigation 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. END OF SECTION 02811 Silverstone- Meridian 02811/9 September /02 AUG.27.2003 1:59PM LARSON ARCHITECTS N0.770 P.2 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) 1, K-,�,� (name) (city) (state) Pd /Sax ywq (address) being first duly sworn upon Path, depose and say: That I am the record owner of the property described on the attached, and I grant my permission to: w (name) 3vuc (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 11 / day of 11"V ' , 200 =-- SUBSCREDED AND SWORN to before me the day and year first above written. Expires: Notary Pubh or Idaho Residing at Ll( My Commission AUG.27.2003 2:00PM LARSON ARCHITECTS Additional Irrigation Notes: NO. 770 P.3 Irrigation Required 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. Irrigation Water Source Use of non -potable irrigation ,nater 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, 0 - q • n ovi'P-' 7 do hereby affnm that any irrigation system installed for the project mentioned above.7ill be designed and installed in compliance with the specifications and notes stated in this form. Applicant's Signature Date � . m a � N j CD oo O o n u Na = oCD co m y L o CIV m -�:� n CL m l! D cs m m m D • AI i O m m m Z D M v 2 (D r n mn O n Z p S n m M O = CD Nj D -Zi r z . D D l Z AUG -28-2003 07:04A FROM:Sanitary Seruices, I 208-888-5052 TO:6580224 P:1/3 acsimile TRANS swimySwAce Co. t4: Bi11 CtagcrY — � 122-50S2 Center New building in el borado Business SwIl u st 27,2UO3 tl ("3 ;,,ak„9i�+g Llys cows sbeet poser: two q at far approval oil tbC tzwh enclOsuTe- t`omplc AppWatiou Ear ttie City Of are aborUt to sub®niL fox a Ced'fiicate of �' ap ' val of the tm.& cnaasure froM y°ur am 1$ a tesr r ,u, to eub '" mat ag en010s> , wlicb an11 be acoommQ AtLdvd is a floor 0M ofthe �xdcr. Please CAU Ifyov haeme azw a Isco iu ttic El Dorms ausiOm xnwti"m nr rnrn" nom• Thm*s al - SANITARY SERVICE COMPANY Approved By By ` ., L,,- � - ad -1-3 COMMENTS: im— LOC.drip j .4,jD Dasi&n/ !s 'f'+,►Z. �rrac.�eD si-10,42s -1wL ldL)orsomt .d M i i.7 . I Q ! V , / D �. O ! TiJ �j �► TLS �i o S7 "�._. A,jD Af E,r s e t, From the desk of GLENN VDALI ER LARSONARCHITECTS, P.A. 210 HURRAY STREET BOISE, IDATTB 23714 (202)376-7502 Fax, (203) 65$-0224 Al1G-27-2003 WED 10:23AM ID=Uanitrry Seruices. Inc PAGL:1 AUG -28-2003 07:04A FROM:Sanitaru Seruices, I 208-888-5052 TO:6580224 2: 3EluH 0 r--- "91 ' . . P: 3/3 ouI %vao?r,joS sjQ-,ueS:QI WUt,2:01 03M £002 -42 -`SOH 11 a" Z;