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ST Enterprises CZC 02-013 HUB OF TREASURE VALLEY MAYOR A Good Place to Live LEGAL DEPARTMII~IT (208) 288-2r~99 • Fag 288-2501 Robert D Corrie CITY OF MERIDI~~N PUBLIC WORKS QTY COUNQL MEMBERS 33 EAST IDAHO BUII DING DEPARTMENT 7 Ron AndeLSOn (208) 887-2211 • Fag 887-129 ~;,~ B;~a MERIDIAN, IDAHO 83642 (~~ 888-4433 • FAX (208) 887-4813 PLANNING 11ND ZONING Tammg deWeezd City Qedc Office Fag (208) 888-4218 DEPARTMENT Cberie McCandless (208) 8845533 • FAX 888-6854 Date: Mazch 27, 2002 CERTIFICATE OF ZONING COMPLIANCE* Owner: S T Enterprises, LLC Applicant: Address: North side of Franklin Road, approximately 1/8 of a mile west of Linder Road Proposed Use: A 13 640 sauaze foot warehouse (food eq_uipmentL Zoning: I-L COMMENTS: S_ i na e:. No new signs are approved by the issuance of this certificate. All new signs require a sign permit from the City of Meridian prior to installation. Temporary signs aze prohibited, and shall be removed within three days notice. Sc~e of Development: This Certificate of Zoning Compliance shall be valid for only the 13,640 squaze foot wazehouse. The additional building pad in Cafazelli Subdivision (Lot 1 Block 1) is not eligible for a building permit at this time due to sanitary restrictions. Landscaping: Landscaping shall be installed as depicted on the approved (redline correction: substitute Norway maple for Austrian pine) for Landscape Plan (stamped 03-27-02). All irrigation shall be installed as submitted. All required landscaping and irrigation shall be complete for the entire subdivision. prior to occupancy of the new 13,640 squaze foot wazehouse. Li tin :All new lighting, whether attached to the building or placed within the pazking area, shall not cause glare or impact the traveling public or neighboring developments, as determined by the City. Parking Pazking is approved as depicted on the approved site plan (stamped 3-27-02). ADA: All construction and site improvements shall be in compliance with the ADA. Certificate of Occupancy: All required improvements must be completed or installed prior to obtaining a Certificate of Occupancy. A temporary Certificate of Occupancy may be obtained by posting a bond or other certified funds in the amount of 110% of the improvements that remain to be completed. ACRD Acce to ance: Applicant shall be responsible for meeting the requirements of ACRD as they pertain to this type of 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 of Meridian Planning and Zoning Stafffor • approval prior to the issuance of a building permit. Plan Modifications: The Site Plan is not to be altered without prior written approval of the Planning & Zoning Department. No field changes to the siXe plan are permitted; prior written approval of all changes is required. City's failure to s~,ifificall~,identif~r,r~cluirements in this Certificate of Zoning Compliance does not relieve owner of responsibility for compliance. Conditions Of Approval: All the conditions of approval as listed in the Order of Conditional Approval issued at the time of the Final Plat approval (File No. FP O 1-019) shall continue to be enforced, in addition to any new conditions listed in this permit. The site plan stamped 03/27/02 are aQproved with the comments noted above. David McKinnon (For Shari Stiles) Planning & Zoning Administrator *Receipt of a Certificate of Zoning Compliance 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, etc. This certificate shall expire one (1) year from the date of issuance if work has not begun. Mazch 22, 2002 CCI Grip 4202 N. Marcliffe Ave., Suite 101 Boise, Idaho 83704 U.S.A. Telephone: 208-323-7873 Telefax:208-375-7246 City of Meridian Planning and Zoning Department 660 E. Watertower Lane, Suite 202 Meridian, ID 83642 Attn: Director Shazi Stiles Subject: Application for Certificate of Zoning Compliance (CZC) Project Name: CCI Building Deaz Ms. Stiles, Please accept this CZC application as per the following schedule: 1) Completed CZC Application 2) The Last Deed of Record 3) Notarized Affidavit of Legal Interest 4) Four (4) copies of detailed site plan 8 '/2" x 11" reduction 5) Three (3) copies of Landscape design 6) Three (3) copies of Irrigation performance Specs. 7) Site Plan approved by Sanitation Service Company 8) A Calculation table for site plan 9) Statement of proposed use 10) Check for Fee of $60.00 if anything further is required for your consideration. Attached Attached Attached Drawings Attached Drawings Attached Drawings On Site Plan Drawing Attached Attached tom tsev~ Applicant ~~ ~~ ~~ _ MODATI _ :.~ h.. He ., 4 r~ 0~! .+Q ~ CUU1dtY RECQRDER ,. aa~rio ~:av~R~o . ~ 3 A Pioneer Company PIONEER TITLE COMPANY 20D2 FE 19 PIu1 2: ~ Q RECORDED-REaUESiOF FEED _-__ 102020178 OF ADA COUNTY P'ON€FR Tj 821 W. State St. /Boise, Idaho 83702 T(,E (208)373-3744 WARRANTY DEED For Value Received Thomas M. Bevan and Susan K. Bevan, husband and wife, hereinafter referred to as Grantor, does hereby grant, bargain, sell, warrant and convey unto S T Enterprises, L.L.C., an Idaho limited liability company hereinafter referred to as Grantee, whose current address is: ~zo z N. r-'1~2,c c, iFf=c= ~4- vi~. /~ ~s ~ _~ . ~3 ~v ~ the following described premises, to-wit: Lot 2, Block 1, Cafarelli Subdivision, according to the plat thereof, filed in Book 81 of Plats at Pages 8868 and 8869, records of Ada County, Idaho. 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. ~U ~W ~~ ~~C~ G~~~J~L.~ Susan K. Be an State of Idaho, ~ounty of _~~~;d~, ss. On this I ~-- day of February, in the year of 2002, before me, the undersigned, a Notary Public, personally appeared Thomas M. Bevan and Susan K. Bevan, known or identified to me to be the persons whose names are subscribed to the within instrument, and acknowledge to me that they executed the same. ~~~~~~~ ~~~L®~~~~4we Dated: February ~~ , 2002 AFFIDAVIT OF LEGAL INTERE~ STATE OF IDAHO ) ) COUNTY OF ADA ) ~ THOMAS M. BEVAN 4202 N. MARCLIFFE AVE. (name) (address) being first duly sworn upon BOISE IDAHO oath, depose and say: (atY) (~~) 1. That I am the record owner of the property described an the attached, and I grant my permission to: THOMAS M. BEVAN 4202 N. MARCLIFFE AVE. (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 an ute as to the statements contained herein or as to the ownership of the prop , wki h is the subject of the application. Dated this 2 2nd ~ of MARCH ~0 ~ Y ~v` (Signature) SUBSCRIBED AND SWORN to before me the dad year first above written. (~i/~-~ r ;; _~~ _ ~,~° ~ Notary Pub ' c for ~ ~ ~ ~ ~ /1 ~, ;-~ ~ J" ~: " "' ~ Residing at ~ ti~ ~~ h r ~7 ~-,~ .s ,ZpOS My Commission Expires: Uv~2 m®®® a° r®°©aaaceae~~ja~`y cr,... ~~ r -n^ NOV-7-2002 01:17P FROM:Sanitary Seruices~ I 208-888-5052 FAX COVER SHFFT SANITARY SERVCCE COMPANY Y.O. Box C26 ~ 888-3999 Meridian, ID 83680 Phone: („U8) Yn: o J~~ya~5 .. - Company:-. r'ax Ntimber.~s"-~~- - 1 T0: 3757246 Fax: (2U8) 888-5052 From :..~~. ~~~P.~1-. , .. ~.. rRgC5 Sent. ~ i Date: ~ t ~ G 2?~-. t -.~A~l ~. ~ t tJ 1 f uJ~P D 7s1 £-. ~ i-T~ -Y+- ~ ti1S -1 `~ ~„ ~~ ~ ~ C I JSC.'~G- . Ails APPQo~~-.. T~l~. ~•tJas7~ ~.~rcc.os~12~ ~c~3/Ga! ~Coc•ario.cJ. P: 1'1 ~ ~' Ada County Highway District David E. Wynkoop, President 318 East 37th Street Dave Bivens, 1st Vice President Garden City ID 83714-6499 Judy Peavey-Derr, 2nd Vice President Phone (208) 387-6100 Susan S. Eastlake Commissioner ,r-~ --- FAX (208) 387-6391 Sherry R. Huber, Commissioner ~ ~- ~ ~ ~ .4 T a ~ E-mail: tellusna,ACHD.ada.id.us April 12, 2002 Thomas M. Bevan 4202 N. Marcliffe Avenue Boise, Idaho 83704 Re: Staff Level Approval MCZC-02-013 Facts and Findings: 1910 Franklin Road Food equipment warehouse A. The Ada County Highway District (ACRD) staff has received the above referenced application- requesting certificate of zoning compliance approval to construct a 13,640-square foot food equipment warehouse. The 1.11-acre site is located on the north side of Franklin Road approximately 1/8 of a mile west of Linder Road. This proposed development is located on Lot 2, Block 1 of Cafarelli Subdivision. This development is estimated to generate 68 additional vehicle trips per day (0 existing) based on the Institute of Transportation Engineers Trip Generation Manual. B. The application and site plan stamped and received by the City of Meridian on March 28, 2002, and submitted to the District on April 1, 2002, has been reviewed by the ACRD Planning and Development staff and conforms to applicable District standards/policy, or can be made to conform with the change(s) to the plan described in the requirements stated below. C. This is a staff level approval and will not be heard by the ACRD Commission unless the site plan is changed in such a manner as to not conform to District standards/policy or an appeal of the Planning and Development staff decision is submitted as described within the Standard Requirements outlined below. D. On Apri18, 2002, the District Planning and Development staff inspected this site and evaluated the transportation system in the vicinity. On April 12, 2002, the staff met as the District's Technical Review Committee and reviewed the impacts of this proposed development on the District's transportation system. The results of that analysis constitute the following Facts and Findings and recommended Site Specific Requirements. S: ~D STECH~W ORKINGUVICZC02-013 . sla. doc s~~ Page 1 E. The impact fee rate from the fee tables for this proposed development is based on cost per thousand square feet of gross building area, based on the impact fee ordinance in effect at this time. Note: This rate is provided for informational purposes only and shall not be construed as an impact fee rate certification. The impact fee will be assessed at the time of plans acceptance by District staff, and shall be based on the fee tables and provisions of the District's Impact Fee Ordinance in effect at that time. F. Development patterns in the surrounding area are commercial along Franklin Road transitioning to residential. To the north of the site is undeveloped. To the south of the site is residential with pasture. To the west of the site is undeveloped. To the east of the site is Van Hess commercial subdivision on the south side of Franklin Road and Interstate Battery adjacent to this site on the east. G. Franklin Road is improved with a 5-lane street section, tapering to 2-lanes, with no curb, gutter, or sidewalk abutting the site. There are improvements (detached sidewalks) to the east of the site. H. Cafarelli Subdivision was approved by the District in 2000 with restricted access to Franklin Road except for the following locations: • A 30-foot driveway centered on the lot line between Lot 1 and lot 2 • An access located on the 60-foot access easement on Lot 3 • An existing 30-foot temporary driveway centered 155-feet west of the east property line of Lot 3 • The temporary driveway on Lot 3 shall be removed when an access is constructed at the 60- foot access easement on Lot 3 I. The applicant is proposing to locate a shared driveway on Franklin Road between lots 1 and 2 this meets the requirements that is noted on the plat for Cafarelli Subdivision (note #7). J. Cafarelli Subdivision dedicated an additional 18-feet ofright-of--way totaling 96-feet for Franklin Road. No additional right-of--way is required for this project. S:\DST'ECH\WORKING\MCZC02-013 sla.doc Page 2 • The following requirements are provided as conditions for approval: Site Specific Requirements: 1. Construct a 5-foot wide detached concrete sidewalk on Franklin Road located 2-feet within the new right-of--way. Coordinate the location and elevation of the sidewalk with District staff. If the sidewalk meanders outside of the right-of--way, provide an easement for the sidewalk. The District will require a license agreement for the landscape strip with the detached sidewalk. An agreement must be approved prior to scheduling the final plat for signature. Please contact the Right-of--Way Division at 387-3271 for guidelines. 2. Pave the shared driveway to its full-required width of l4 to 3U-feet and to a point 30-feet beyond the edge of pavement of Franklin Road with 15-foot curb radii pavement tapers abutting the existing roadway edge. 3. Utility street cuts in pavement less than five years old are not allowed unless approved in writing by the District. Contact ACHD's Utility Coordinator at 387-2516 or 378-6258 (with file number) for details. 4. Meet District drainage requirements per section 8000 of the ACRD Development Policy Manual. Contact District staff at 387-6170 for details. 5. If utility relocation is necessary to construct improvements required with this development, then all utility relocation costs associated with improving street frontages abutting the site shall be borne by the developer. 6. Any existing irrigation facilities shall be relocated outside of the right-of--way. 7. Replace any existing damaged curb, gutter and sidewalk and any that may be damaged during the construction of the proposed development. Contact Construction Services at 387-6280 (with file number) for details. Standard Requirements: 1. The Commission shall hear and decide appeals by an applicant of the final decision made by the ROWDS Manager when it is alleged that the ROWDS Manager did not properly apply this section 7101.6, did not consider all of the relevant facts presented, made an error of fact or law, abused discretion or acted arbitrarily and capriciously in the interpretation or enforcement of the ACHD Policy Manual. a. Filing Fee: The Commission may, from time to time, set reasonable fees to be charged the applicant for the processing of appeals, to cover administrative costs. S: ~D STECH~W ORKING~MCZC02-013 . sla. doc Page 3 • b. Initiation: An appeal is initiated by the filing of a written notice of appeal with the Secretary of Highway Systems, which must be filed within ten (10) working days from the date of the decision that is the subject of the appeal. The notice of appeal shall refer to the decision being appealed, identify the appellant by name, address and telephone number and state the grounds for the appeal. The grounds shall include a written summary of the provisions of the policy relevant to the appeal and/or the facts and law relied upon and shall include a written argument in support of the appeal. The Commission shall not consider a notice of appeal that does not comply with the provisions of this subsection. c. Time to Reply: The ROWDS Manager shall have ten (10) working days from the date of the filing of the notice of appeal to reply to the notice of the appeal, and may during such time meet with the appellant to discuss the matter, and may also consider and/or modify the decision that is being appealed. A copy of the reply, and any modifications to the decision being appealed will be provided to the appellant prior to the Commission hearing on the appeal. d. Notice of Hearing: Unless otherwise agreed to by the appellant, the hearing of the appeal will be noticed and scheduled on the Commission agenda at a regular meeting to be held within thirty (30) days following the delivery to the appellant of the ROWDS Manager's reply to the notice of appeal. A copy of the decision being appealed, the notice of appeal and the reply shall be delivered to the Commission at least one (1) week prior to the hearing. e. Action by Commission: Following the hearing, the Commission shall either affirm or reverse, in whole or part, or otherwise modify, amend or supplement the decision being appealed, as such action is adequately supported by the law and evidence presented at the hearing. 2. Payment of applicable road impact fees are required prior to building construction in accordance with Ordinance #195, also known as Ada County Highway District Road Impact Fee Ordinance. 3. All design and construction shall be in accordance with the Ada County Highway District Policy Manual, ISPWC Standards and approved supplements, Construction Services procedures and all applicable ACHD Ordinances unless specifically waived herein. An engineer registered in the State of Idaho shall prepare and certify all improvement plans. 4. The applicant shall submit revised plans for staff approval, prior to issuance of building permit (or other required permits), which incorporates any required design changes. 5. Construction, use and property development shall be in conformance with all applicable requirements of the Ada County Highway District prior to District approval for occupancy. S:\DSTECH\WORKING\MCZC02-013.sla.doc Page 4 r 6. Any change by the applicant in the planned use of the property which is the subject of this application, shall require the applicant to comply with all rules, regulations, ordinances, plans, or other regulatory and legal restrictions in force at the time the applicant or its successors in interest advises the Highway District of its intent to change the planned use of the subject property unless awaiver/variance of said requirements or other legal relief is granted pursuant to the law in effect at the time the change in use is sought. 7. No change in the terms and conditions of this approval shall be valid unless they are in writing and signed by the applicant or the applicant's authorized representative and an authorized representative of the Ada County Highway District. The burden shall be upon the applicant to obtain written confirmation of any change from the Ada County Highway District. Conclusion of Law: 1. ACHD requirements are intended to assure that the proposed use/development will not place an undue burden on the existing vehicular and pedestrian transportation system within the vicinity impacted by the proposed development. Should you have any questions or comments, please contact the ACRD Planning and Development staff at 387-6170. Sincerely, Christy Richardson Planning Review Supervisor Right-of--Way & Development cc: Project file ACHD Construction Services Lead Agency/City of Meridian Chron The Land Group Mike Fairchild 3738 E. Judicial Drive Meridian, Idaho 83642 S:~DSTECH~WORKING~ICZC02-013.sla.doc Page 5 r , CITY OF MERIDIAN • Planrring c$ Zoning Department 660 E. Watertower Ln., Ste. 202, Meridian, ID 83642 {208)884-5533 Phone / {208)888-6854 Fax PROJECT NAME: APPLICANT: THOMAS M. BEVAN 4202 N. MARCLIFFE AVE. BOISE, IDAHO 83704 ADDRESS: PHONE: 323-7873 FAX: 375-7246 ~~II,:tbevancci@cableone.net OWNER(S)OFRECORD: S T ENTERPRISES, L.L.C. ADDRESS: 4202 N. MARCLIFFE AVE., BOISE, IDAHO 83704 PHONE: 323-7873 F~:375-7246 ~~~;Tbevancci@cableone.net MIKE FAIRCHILD / THE LAND GROUP ARCHITECT {IF DIFFERENT THAN APPLICANT): __ ADDRESS: 3738 E. JUDICIAL DR., MERIDIAN, IDAHO 83642 PHONE: 887-3661 FAX: E_~II, mfairchild@aol . com ADDRESS, GENERAL LOCATION OF SITE: I~ • F r a n lc 1 i n Road , west o f Linde r DESCRIPTION OF USE FOOD EQUIPMENT WAREHOUSE PRESENT ZONE CLASSIFICATION: ILL ~ THOMAS BEVAN do hereby affirm that I will agree to pay any additional sewer, water or trash fees or ch s, if any, associated with the use that Uwe have applied for, whether the use be residential, comme 'al o industrial in nature. Furthermore, I have read the information contained herein and certify that the info ion true and~on-ect. ['F,RTTFi[".ATF, nF 7.nNiN('r f:nMPT.TAN(''F'. (C'7 APPT.TC:ATTnN {Section 11-19-1, Zoning and Developmerrt Ordinance) CCI BUILDING t'.:i. a:5,,: L~~ C2G-O2~ Dl3 Signature) 3 ~ 22/ 02 (Date) • SECTION 02811 PART 1 -GENERAL 1.1 SUMMARY LANDSCAPE IRRIGATION • 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. 1.4 SUBMITTALS A. Product data incluclin~ pressure rating, rated capacity, settings, and electrical data oCselected models for the following: 1. Backflow preventers, including test equipment. C.C.I. -Meridian 0281 I/1 March/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. 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. Listing/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. C.C.I. -Meridian 028112 March/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 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 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. C.C.I. -Meridian 0281 I/g March/03 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'fz -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 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 B1.20.1. 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 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. 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. C.C.I. -Meridian 0281 I/4 March/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 box. t . 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: "['ype 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. C.C.1. -Meridian 02811/5 March/02 3. Splicing Materials: Pressure-sensitive, waterproof, thermoplastic wire connectors and other materials required to make specified connections. Locate all splice within valve coxes. 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. 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-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, 1419-12B. 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'h- 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 S36 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. C.C.I. • Meridian 02511/6 March/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 B1.20.1, 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 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: 24 inches. 2. Circuit Piping: 14 inches. 3. Sleeves: 24 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 APPLICA"PIONS A. Drawings indicate valve types to be used. C'.C;.I. -Meridian 0281 I/7 March/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. i. All components related to the Maxicom system (included, but no[ 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. C.C.I. • Meridian 0251 I/8 March/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: ' 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 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 C.C.1. -Meridian 0281 I/9 March/02 March 22, 2002 4202 CCI G~.ip N. Marcliffe Ave., Suite 101 Boise, Ydaho 83704 U.S.A. Telephone: 208-323-7873 Telefax:208-375-7246 City of Meridian Planning and Zoning Department 660 E. Watertower Lane, Suite 202 Meridian, ID 83642 Attn: Director Shari Stiles Subject: Application for Certificate of Zoning Compliance (CZC) Project Name: CCI Building Dear Ms. Stiles, Please accept this written statement detailing the proposed use of the above referenced property, as per the required contents of CZC Application. The proposed use of the above premise is to warehouse food preparation equipment in approx. 10,640 square feet of warehouse. This equipment is generally made off site and ordered in when business receives an order. The building also includes approx 3,000 square feet of office space to support administrative and sales staff. Please advise if any further details would be necessary. Thank you. Thomas amp, ~.,..~..~ • ~,,-~K ~~ ~„~ ~ onw • +~ «....,~ LI~ / ~ ~ ~ ~ ~ T • M ~ ~ ~~~ a"+ I ~ 'r-_-~I~'- _ 4 I, ' ~ : ~L i ~ L i kk ryE ~~ ~~~ ~~ ~ ~ pp ~ ~ 7 6 J ~ ~ r'1 n , ' ~ L 2~ ~ ~ f i f _ -~-- _ ~ ~~ , ~~ ~a ~~ ~ ~ `~: / .r.. P ~ ~ N~ ~ ~ la ~ ~~ ~~ ~~ 'I I ~j ' ~~ '4 ~ ~ ref ~~ ~ ~ Igo IU M r ~,~ ~~_I 7?~yra & ~ti~idut~ ~Ivrigatioa Dia~uat 1503 FIRST STREET SOUTH NAMPA, IDAHO 83651-4395 FAX # 208-463-0092 November 6, 2002 Tom Bivan CCT Building 1850 Franklin Road Meridian, ID 83642 Dear Tom: Phones: Area Code 208 OFFICE: Nampa 466-7861 SHOP: Nampa 466-0663 This letter is to follow up our telephone conversation this afternoon regarding the delivery of irrigation water to 1850 Franklin Road. The delivery for this property would come from the Eightmile Lateral on the East side of Linder Road; however, the private laterals have not been used for a number of years so the irrigation water cannot reach the above-mentioned property. The Nampa & Meridian Irrigation District will not install a headgate for a parcel of land less than 40 acres. If you have any questions, please feel free to contact me. Sincerely, Bill Henson, Asst. Water Superintendent NAMPA & MERIDIAN IR-RIGATION DISTRICT BH/dlt Cc: File Board of Directors Secretary-Treasurer Water Superintendent Ride 4 -Larry Gillmore APPROXIMATE IRRIGABLE ACRES RIVER FLOW RIGHTS - 23,000 BOISE PROJECT RIGHTS - 40,000 S.T. ENTERPRISES 4202 N. Marcliffe Ave., Boise, Idaho 83704 Tel: 208-323-7873 Faa: 208-375-7246 tbevancci@cableone.net November 7, 2002 City of Meridian Planning and Zoning Department 660 E. Watertower, Suite 202 Meridian, Idaho 83642 Attn: Mr. Dave McKinnon Planner II ref: 11-006 SUBJECT: Block 1 Lot 2 of Cafarelli Subdivision Permit Number: BP2002-770 Dear Sir, Thank you for your time in reviewing the proposed changes in our site plan. We much appreciate your allowing the following changes, as per the attached drawings: 1) The east lot line currently shows a curb, we propose to remove existing fence and change drawing to allow us to shape the parking lots of Lot 2 and Lot 3 to the same grade of existing asphalt and separating them with a raised asphalt swale allowing run offwater to remain on each lot's property. 2) We propose the one light pole between the buildings be removed and the light instead be added on to the building, allowing for more light and eliminating a traffic congesting pole. Please find attached a drawing and Engineering Notes, illustrating and detailing the referenced changes. Thank you for allowing the above requested changes in our site plan. Please advise if any further clarifications or information would be helpful to your decision. S' ce~rw , rv\~ Tom Bev Manager, me ber EVIEW APPROVAL NOV 0 ~ ~00~~ MERIDIAN PLANNING r3 ZONING DEPT. C ,~ ~~ ~ ~~~~ ~ ~~~ ~' ~~3 ~~~~ ~~ ~~# ~~ ~~ r ~~ a G j ~ •e ~~lii9 i A ii A ~~ a I 1 A i~~~~ o ~, p :~ ~ ~ ~~ ~~ ~~ ~ ~ ~ • .......,,d, ..w. r. _ ~ ~11'~ I~Lr1Pl ~.~ ~~ *~1 a.uwrr