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Sawtooth Middle School CZC 02-052MAYOR Robert D. Corrie CITY COUNCIL MEMBERS Tammy deWeerd William L. M. Nary Cherie McCandless Keith Bird CITY OF IDAHO j tiF Fir V {INCE 1 190 CERTIFICATE OF ZONING COMPLIANCE* Date: October 24, 2002 Owner: Joint School District No. 2 Applicant: Lombard Conrad Architects G' s � LEGAL DEPA�MENT (208)288-2499 - Fax 288-2501 PARKS & RECREATION (208 888-3579 - Fax 898-5501 PUBLIC WORKS (208)898 -5500 -Fax 887-1297 BUILDING DEPARTMENT (208)887-2211- Fax 887-1297 PLANNING AND ZONING (208)884-5533 - Fax 888-6854 Address: East side of Linder Road approximately t/4 to '/i of a mile north of Ustick Road Proposed Use: Construction of a 138,804 thousand square foot middle school, in additional to athletic fields tennis courts, parking lots pathways and other associated site improvements. Zoning: COMMENTS: Signage: 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 are prohibited, and shall be removed within three days notice. Scope of Development: This Certificate of Zoning Compliance shall be valid for only the development/construction of a 138,804 square foot middle school and associated improvements. Any re -development of the subject property shall require further zoning approval. The issuance of this permit does not release the applicant from any and all requirements of the approved annexation approval (File No. AZ -02-013) issued for this development. Landscaping and Fen"m : All landscaping, irrigation and fencing shall be installed per the approved landscape plans (stamped 10-24-02) prior to the issuance of an Occupancy Permit. No field changes shall be permitted unless previously approved in writing by the City. Associated athletic equipment (i.e. backstops, goal posts, soccer standards and running track) are not required to be installed prior to occupancy and may be bonded for prior to occupancy. Li tin : All new lighting, whether attached to the building or placed within the parking area, shall not cause glare for or otherwise impact the traveling public or neighboring developments, as determined by the City. Parking: Parking for the new middle school is approved as depicted on the approved site plan (stamped 10-24-02). Parking shall be complete prior to occupancy. Sidewalks: All sidewalks shall be constructed as submitted and in accordance with the Meridian City Code requirements. Sidewalks shall be constructed prior to occupancy. Drainage: Storm water drainage swale slopes shall not have a slope steeper than 3:1 and shall be in 33 EAST IDAHO - MERIDIAN, IDAHO 83642 _ (208) 888-4433 - Fax (208) 887-4813 - City Clerk Office -Fax -Q08}888-4218 - Human Resources Fax (208) 884-8723 - compliance with the Meridian City Code. ACHD Acceptance: 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 ACHD 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 site plan are permitted; prior written approval of all changes is required. City's failure to specifically identify requirements in this Certificate of Zoning Compliance does not relieve owner of responsibility for compliance The site plan stamped 10/24/02 are approved with the comments noted above David McKinnon (For Brad Hawkins -Clark) Interim 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. O IV 9 al It m C W r r D m3 �I � � I -1 N Al ---------------w'I' V I l i og i �� i�e� �F UNDER ROAD MIDDLE SCHOOL INS MEADIAN WHOM MNCT MERDIAK IDAHO rewir q roc: i�w w em . . wl + +oa _XISTINO CONDITIONS AND DEMOLITION o a © • • —i I a I ------- — -- — I s "' I I iHiiiiTIIII 4 1 m 1 � 1 1 3 � r I' r ay 1 1 I �� F ❑iR�i O � � ''� - i � 91 I 5 O i i O FFFi i 65 i5 rl ILI UNDER ROAD MIDDLE SCHOOL AEFlID44N SCHOOL DSSTRICT MEFKXAK IDAHO OVERALLSITE PLAN ..ate.mm 1aola l-comwAodilIKK PA � ly eZp •�.A,� _ ��•� i� tea• •.. ..,, -.. �\�. �� I�erf .III,��-L'n--rrrrlwrrnwa.:Mw��lwuwrrrrrrr� rrr��rriiww'��n '��1_—i-a�1�� • I !'�,,, --- -- — --- r wiwirrrrr 1 �,��0 N.rrlr � QQ Iwuwuwuocwuwowoolwoowwwwo\uw.r.as � l �r 1� I u .ua a mill i 111i/10ila➢�� I L V F .1 –C7i •I n 1Baa4 � Q iiiiuwavc .II...Na .1l...R•1, A. O L'. / .. ill, �� •�..I... 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ROAD MIDDLE• • Ilm INN � I g ��K4i�y�yyP yyy�j`§lP�'y� -19 9999999999990999999 999 D yDyDDyyDyyDD.DID yD yyy DDy IRaDDDIyU@=U a U-+NON-+O'Irin DDu@-�� N �� 4'TFYNNNN3?"'NNN "' "M 4444 �� FFFFFFFFFFFFFFFFFFF��FFF 'm0 9999999999999999999 999 D yyDD yyD �DyDy�D D�DyyD yDy u� xs s�iss �x a�x�xx�x�xx� x"xs A„ �DDDWVi'1O2F4G`-"a�iiub"�"!Ra4-"'ib`Uin�DD�j�xi�+G 3D C1 Il Il (� 11 �,YO_-WiPNY)CN 090 yPVlU. Y1 �.INps6!�'Ma Wu -O dO-�P1n a!1N- Z� V UNDER ROAD MIDDLE SCHOOL ;6Lt�, ��°"'b°'d p MEPA AN SCHOOL DMTRCT eye:Ep bEFXXM DAHO a- W MATGHLINE LI_I L1.3 0*1 I p��.WiP N��B,1W.1�0?�y@�dWUU0a6-�R,UNG tbU-b>p`•J NIWAI- Z� g UNDER ROAD MIDDLE SCHOOL ,' IA77F MEfiI M, DAHO LAYOUT AND REFERENCE LINDER ROAD MIDDLE SCHOOL WMM SCHOOL DISTRICT MBVDAK WHO AmMMck ?A , m >..w LAYOUT AW FB--ERBCE I LINDER ROAD MIDDLE SCHOOLA?Wfack FA 4 k49M M SCHOOL DISTRICT WEFl)l N, IDAHO �' dg a —) w . P -MMNG PLAN- = = =' +�--- ti LINDER ROAD I M I MAIGIVNE 02 f y.W �3tg8ii8R 64R6e3Yb� 9 > Rg R fill, g ail MUM sseoovoo LMER ROAD MIDDLE SCHOOL �ed ; eda c a raw W4 . MEMM SCHOOL DISTRCT JEN�EI N» [ ME WXW IDAHO .reeua.. t3 7 �qi •"p °' IV�..._.... Y 2 Y i Er ; - ; Sl 00'2715"W X23.86' I I a "yy ' 3$3RRR U�R5o3YEt limit ppppppip YYVYYiYY. +ro+e ee vesoa�soe co E o Ca LINDER ROAD MIDDLE SCHOOL MEMAN SCHOOL OUMICT JEl Lii MEFJD : IDAHO PLANnNQ PLAN lemhad•CaradArelt.PA xgw :„ �"+ •• A6 [�P I` a' �30 gal A Y 2 Y i Er ; - ; Sl 00'2715"W X23.86' I I a "yy ' 3$3RRR U�R5o3YEt limit ppppppip YYVYYiYY. +ro+e ee vesoa�soe co E o Ca LINDER ROAD MIDDLE SCHOOL MEMAN SCHOOL OUMICT JEl Lii MEFJD : IDAHO PLANnNQ PLAN lemhad•CaradArelt.PA xgw :„ �"+ •• r rg MARR SYRGR;pEt nl 1p fy fi 4 Qq € YY.VY.Y.. aaaav�aoe Lombard -Conrad Architects, P.A. rfal 1221 Shoreline Ln Boise, ID 83702 PAY Sixty and 00/100 Dollars TO City of Meridian - Planning & Zoning N2 044817 Key Bank of Idaho 700 West Idaho Street B.—, Idaho 83701 92-155/1241 CHECK DATE' October 2, 2002 AMOUNT $60.00 11110 4 L. 8 1 7 ul I: 12 4 10 1 5 5 5 I: 0 1 0 3 1 0 2 6 8 jj@rWO SIGNATURES REQUIRED OVER $2,000M) CL -a W m O 7 O~ N Cn _ (, Z 1 (� QuM m O m �. m n n , M M DW 0 Zr D v -01,0 M c�� K m D `^ R, O Z v m > M n O Z 'T O tiN n M O o y z ' X = z a r D \ n Lombard -Conrad Architects, P.A. rfal 1221 Shoreline Ln Boise, ID 83702 PAY Sixty and 00/100 Dollars TO City of Meridian - Planning & Zoning N2 044817 Key Bank of Idaho 700 West Idaho Street B.—, Idaho 83701 92-155/1241 CHECK DATE' October 2, 2002 AMOUNT $60.00 11110 4 L. 8 1 7 ul I: 12 4 10 1 5 5 5 I: 0 1 0 3 1 0 2 6 8 jj@rWO SIGNATURES REQUIRED OVER $2,000M) CONTENTS OF CZC APAATION (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: -1 - Completed and signed CZC application form. -/2. The last deed of record for the subject property. 3. 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 an8 %Z" x 11" reduction. 5. Three (3) copies of the landscape design in compliance with the Landscape Ordinance, drawn to a scale of not less than 1 "=50'. See attached landscape submittal requirements. v6. Three (3) copies of irrigation performance specifications in compliance with the Landscape Ordinance. 07 Written approval or a stamped site plan from Sanitation Service Company (SSC) indicating that the designs of the trash enclosure and access drive are acceptable. SItT43 1 8. A calculations table that shall list the number of parking stalls, building size, lot size, landscaping, open space, setbacks, fencing, screening and coverage. ✓ 9. A written statement from the applicant detailing the proposed use(s) of the property. Please list as many details as possible. ✓10. 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. Rev. 2 1 02 THIS FORM FURNISHED COURTESY OF: ALLIANCE TITLE & ESCROW CORP. READ & APPROVED BY GRANTEEIS): 5400,5810 ABOVE THIS LINE FOR RECORDING DAT Order No.: 00089795 LWF JK CORPORATE WARRANTY DEED FOR VALUE RECEIVED, MOORE OR LES, INC. organized and existing under the laws of the State of Idaho, with its principal office at 1185 OSPREY 'poration RIDGE EAGLE, IDAHO 83616 of County of ADA , State of Idaho, GRANTOR, hereby GRANT, BARGAIN, SELL AND CONVEY unto JOINT SCHOOL DISTRICT NO. 2 GRANTEE(S), whose current address is: 911 MERIDIAN ST. , MERIDIAN, IDAHO 83642 the following described real property located In ADA Count described as follows, to wit: y, State of Idaho, more particularly As set forth on the attached EXHIBIT "A", which by this reference becomes a part hereof. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee(s), and Grantee(s) heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee(s), that Grantor is the owner in fee simple of said premises; that said premises are free from all encumbrances, EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee(s); and subject to reservations, restrictions, dedications, easements, rights of way and agreements, (if any) of record, and general taxes and assessments, (including irrigation and utility assessments, if any) for the current year, which are not yet due and payable, and that Grantor will warrrant and defend the same from all lawful claims whatsoever. The officers who sign this deed hereby certify that this deed and the transfer represented thereby was duly authorized under a resolution duly adopted by the board of director; of the Grantor at a )awful meeting duly held and attended by a quorum. In witness whereof, the Grantor has caused its corporate name to be hereunto affixed by its duly authorized officers this 11th day of Decembe7rin the year of 2000. (Corporate Seal) STATE OF IDAHO COUNTY OF ADA MOORE OR LES, INC. (Corporate Name) By: i President Attest: Secretary On this��eld day of in the year of , before me, the undersigned, a Notary Public in and fo yState,personally appearedJl)� known or identified to m9 be the (.��,p �, /� ph of the corporation that executed the Instrument or t,F�•• {to 'ff o a acute t e instrument on behalf of said corporation, and acknowledged to me that such cor are t�;%p same. Signature. h _ -Name• IHw er 1,1100 'Residing at: 0"[ My Commission Expires: - / I<- C) S . ORDER NO. 00089795 LWF/JK EXHIBIT'"A" PARCEL I The Northwest Quarter of the Southwest Quarter of Section 36, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho. EXCEPTING THEREFROM: BEGINNING at a brass cap marking'the Northwest cornet` of the Northwest Quarter of the Southwest Quarter of Section 36, Township 4 North, Range 1 West, Boise Meridian; thence South 00 degrees 14145" West 966.52 feet along the Westerly boundary of said Northwest Quarter of the Southwest Quarter of Section 36 to a point, also said point being the REAL POINT OF BEGINNING; thence continuing along said Westerly boundary of the Northwest, Quarter of the Southwest Quarter of Section 36 South 00 degrees 14145" West 186.44 feet to a point; thence leaving said Westerly boundary of the Northwest Quarter of the Southwest Quarter of Section 36 South 89 degrees 45115 East 467.29 feet to a point; thence North 00 degrees 14145" East 186.44 feet along a line parallel with said Westerly boundary of.the Northwest Quarter of the Southwest Quarter of Section 36 to a point; thence North 89 degrees 45115" West 467.29 feet to the POINT OF BEGINNING. EXCEPT that portion lying within the right of way for county road commonly referred to as Linder Road over and across the Westerly portion of said premises.. PARCEL II A portion of the Northwest Quarter of the Southwest Quarter of Section 36, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, described as follows: BEGINNING at a brass cap marking the Northwest corner of the Northwest Quarter of the Southwest Quarter of Section 36, Township 4 North, Range l West, Boise Meridian; thence South 00 degrees 14145" West 966.52 feet along the Westerly boundary of said Northwest Quarter of the Southwest Quarter of Section 36 to a point, also said point being the REAL POINT OF BEGINNING; thence continuing along said Westerly boundary of the Northwest Quarter of the Southwest Quarter of Section 36 South 00 degrees 14145" West 186.44 feet to a point; thence leaving said Westerly boundary of the Northwest Quarter of the Southwest Quarter of Section 36 South 89 degrees 45115" East 467.29 feet to a point; thence Continuation of Exhibit A Order No.:00089795 LWF/JK f9' North 00 degrees 1414511 East 186.44 feet along a line parallel with said Westerly boundary of the Northwest Quarter of the Southwest Quarter of Section 36 to a point; thence North 89 degrees 45'15" West 467.29 feet to the POINT OF BEGINNING. EXCEPT that portion lying within the right of way for county road commonly referred to as Linder Road over and across the Westerly portion of said premises. -2- 04/29/02 MON_ 13.:.00 FAX- 20-8-888 6700 AFFIDAVIT OF LEGAL VIT REST SPATE OF IDAHO ss COUNTY OF ADA ) 00.0 (name) (address) , - 0002 being first duly sworn upon oath. depose and say. (city) (state) That I am the record owner of the property described on the attached, and I Want my perudssion to g As` (name) (address) to submit the accompanying appbcatiton pertaining to that pmperty- Dated this __ _day of I Mir SUBSCRIBED AND SWORN to before me the day and year first above written. ��•��. SC1�r� •.,•• Notary public for aho �r y� G' •••• Residing at ~ �i ` = My Commission Expires: z7 2.003 Na.- -4 TSE 1:8 WW NN .tWA R R P O 0 n O 0 v � z Cj A A r D A A y O � ZZ lR t(lt O 8 8 A < o A 3 r r r r r r r-1-i-iNNIHN}� lP NAz 33 rr rr Nz (�j TTTTTt71m�OO_n nn� pD u a T a rn C7 kk 3 NN w r -epi-+NNiSN tP Ntj` Np 33yrrr-pdzxCTT TT_T Zrn r (�(�(1 (�pp� ADD :-r:'M��xpil5> �m v30kiffZDn A��imrn �D3��>-:- 1 � a r� N w X OgyOr�O T D~O 011MC4 Up .�� rn x D rm 3z,A Jnr �D�a z� 3 4m D Zoe o p�rn Dm $ m µ z N 3g 99 m � o rn n i O lP n O _y SECTION 02810 — IRRIGATION SYSTEM PART 1 - GENERAL 1.1 GENERAL Bidding Requirements, Conditions of Contract, and Division One are part of this Section and Contract and apply to this Section as if fully repeated here. 1.2 SUMMARY A. Work included: 1. Provide and install a complete and operating automatic irrigation system for all planting areas. 2. Pump system shall provide water from the adjacent tiled Coleman Lateral. 3. Sleeving under paved areas (coordinate with other trades). 4. Obtain and pay for all permits and fees for Work of this Section. 5. Winterize system at completion of fust season. 1.3 SUBMITTALS A. Within 30 days after Contractor's receipt of Notice to Proceed, submit: Manufacturer's printed product information and catalog cut sheets for all system components; six copies. B. Shop Drawings: Submit shop drawings for underground irrigation system including plan layout and details illustrating location and type of heads, type and size of valves, piping circuits, circuit GPM, pipe size, controls, and accessories. C. Record Drawings: At completion of this work, submit to the Contractor: Record Drawings; reproducible and five prints. Operations and Maintenance information, including: a. Manufacturer's printed product information including descriptive details, parts lists, specifications, and maintenance schedules and procedures for all installed system components. b. Instructions for operation and adjustment of the system and all components. C. Winterization procedures. d. Schedule indicating required open valve time to produce given precipitation amounts and seasonal adjustments. e. Warranties and guarantees. f Submit five copies. 1.4 GUARANTEE A. Guarantee in writing all materials, equipment and workmanship furnished to be free of all defects of workmanship and materials. Within one year after date of Substantial Completion repair or replace all defective parts or workmanship that may be found at no additional cost to Owner. B. Fill and repair all depressions and replace all necessary plantings which result from the settlement of irrigation trenches for one year after date of Substantial Completion. C. Supply all manufacturer's printed guarantees. IRRIGATION SYSTEM 02810-1 1 1.5 QUALITY ASSURANCE A. Contractor shall be licensed in the State in which work is performed. B. Contractor shall have at least two years prior experience in projects of equal or larger scope. C. Contractor shall employ on site at all times a foreman who is thoroughly experienced and competent in all phases of the work of this Section. 1.6 SYSTEM DESCRIPTION A. Design requirements: Minimum water coverage: a. Lawn and shrub areas - 100% 2. Layout system to obtain optimum coverage utilizing manufacturer's standard heads. Spray onto walls or asphalt areas is not acceptable. Space heads in shrub/perennial beds a maximum of eight to ten feet apart. 3. Zoning shall be designed for optimum use of available pressure and efficient distribution for the types of plantings and shapes of planting areas. Planting areas shall be zoned separately from lawn areas. Each head type shall also be zoned separately. Zones shall be sized for maximum 100 GPM each. 4. Design pressures: Install pressure regulation valves for all spray head zones. 5. Pump system shall be designed to deliver 330 GPM and 90 PSI at outlet of pump. It shall have a variable frequency drive. 1.7 EXTRA EQUIPMENT A. In addition to installed system, furnish owner with the following: 1. Two (2) sprinkler head bodies of each size and type. 2. Two (2) nozzles for each size and type used. B. Store above items safely until Substantial Completion. C. Deliver above items at Substantial Completion. 1.8 SYSTEM PROTECTION A. As part of the guarantee under this contract, the Contractor shall be responsible for the deactivating and draining of the system prior to the onset of the freezing season and for reactivating the system at the onset of the spring growing season. Winterization shall be accomplished by air blow method. PART2-PRODUCTS 2.1 PIPE AND FITTINGS A. PVC 1120, ASTM D-1784, permanently marked with manufacturer's name, schedule rating, size, type. Solvent -weld type: 1. Pipe: Class 200 PVC 2. Fittings: Schedule 40 PVC, solvent -weld type. Install threaded joints where required at valves, risers, etc. IRRIGATION SYSTEM 02810-2 3. Risers: a. Spray heads: flexible and damage -resistant plastic "polypipe" riser. b. Rotor heads: Triple swing joints of same size as inlet of head. 4. Solvent: NSF approved solvent for Type I & II PVC. 2.2 SPRINKLER HEADS A. Description: Appropriate for application in throw, pressure and discharge. Each type of head shall be of a single manufacturer. 1. Short range: Rainbird 1800 series spray head. 2. Mid range: Rainbird 3500 series rotor head. 3. Mid/long range: Rainbird 5000 series rotor head. 4. Long range(all athletic fields): Rainbird 7005 series rotor head. 2.3 AUTOMATIC CONTROL SYSTEM A. Rainbird ESP -SAT controllers shall be used. 2.4 VALVING A. Manual valves: brass or bronze for direct burial, gate valves, 150 lb., threaded connection with cross type handle to receive operating key. B. Automatic circuit valves: high impact plastic with corrosion -resistant internal parts. Low power solenoid control, normally closed, with manual flow adjustment; same manufacturer as control unit. 1. Standard sprinkler valve shall be Rainbird PESB-PRS-B. C. Water filter: Manufacturer's standard, to suit sprinkler system and removal of particulates. D. Quick coupler valve: brass or bronze construction with hinged top. E. Manual drain valves: 1. Bronze construction, straight type, 150 pound class, threaded connections, with cross type operating handle designed to receive operating key. Calco, Champion 100 or approved equal. 2. Provide at main supply connection. 3. Size: 3/4 inch. 2.5 MISCELLANEOUS A. Chemicals: primer and solvent glue as required by pipe manufacturer. B. Valve box - high impact plastic, green in color. C. Valve cover/frame - compatible with valve box, provision for locking. D. Drainage backfill - clean gravel or crushed stone, graded from 3" maximum to 3/4" minimum. PART 3 - EXECUTION IRRIGATION SYSTEM 02810-3 1 3.1 GENERAL A. Install system to permit adequate drainage and protection against freeze damage. B. Install system in accordance with approved Contractor design drawing. All deviations from the plans must be approved, and clearly recorded on record drawing. C. Install system and components in strict accordance with manufacturer's recommendations. D. Install quick coupler(s) on main supply line, approximate equal spacing, intervals of approximately 200 ft. Locate adjacent to paved surfaces, at valve boxes where practical. 3.2 SURFACE CONDITIONS A. Examine areas and conditions under which work will be performed. Notify Contractor detrimental conditions to timely and proper completion of work. Do not proceed until unsatisfactory conditions are corrected. B. Locate all underground utilities and structures and promptly notify Architect of any conflict with the work of this Section. Protect said structures and utilities. Repair or replace said structures or utilities damaged by this work at no cost to the Owner. 3.3 SLEEVING A. Sleeving installed prior to paving. Size so that sleeve is two sizes larger than lateral line. Provide separate sleeve for valve wires. Coordinate with other trades. 3.4 TRENCHING AND BACKFILLING A. Trenching and backfilling shall be per Section, Earthwork. B. Cut trenches straight and without abrupt grade changes to allow the following minimum cover: 1. Main lines: 18 inches. 2. Laterals: 12 inches. C. Surround lines with 2 inches of clean rock -free material on all sides. 3.5 MISCELLANEOUS VALVES A. Install manual drain valve up stream. Install device at mainline tap in accordance with manufacturer requirements for complete operation. Install backflow provision and connect to controller. 3.6 CIRCUIT VALVES A. Install in valve box, arranged for easy adjustment and removal. 1. Provide union on downstream side. 2. Adjust automatic control valves to provide flow rate of rated operating pressure required for each sprinkler circuit. 3.7 PIPE INSTALLATION A. Lay PVC pipe in accordance with standard and acceptable practice. Thrust blocks to be used at points of intersection and change of direction in main line pipe as per manufacturer's recommended specifications IRRIGATION SYSTEM 02810-4 a B. PVC pipe joints, solvent welded except as indicated. Cut pipe square, deburr, wipe from surface all saw chips, dust, dirt, moisture and any foreign matter which may contaminate the cemented joint. Apply cleaner/primer and solvent cement, make joints in accordance with manufacturer's recommendations. Use Teflon thread sealant (tape) at all threaded joints. C. Contractor shall size pipe according to schedule provided. Flow velocities shall not exceed 5 feet/second in all cases. Lateral lines shall be laid out and installed per zone to balance pressure loss and provide minimum fluctuation in system operating pressures. PIPE_SIZING SCHEDULE PIPE SIZE PIPE SECTION 3/4" 0-09 GPM 1" 10-17 GPM 1 1/4" 18-25 GPM 1 1/2" 26-34 GPM 2" 35-50 GPM 2 1/2" 51-80 GPM 3" 81-120 GPM Note: GPM flow in pipe section is calculated by adding the GPM output of all irrigation heads downstream of the pipe section. 3.8 SPRINKLER HEADS A. Flush circuit lines with full head of water prior to head installation. 1. Install heads at level with mulch. 2. Locate part -circle heads to maintain a minimum distance of six inches (6") from walls and four inches (4") from other boundaries unless otherwise indicated. Keep overspray to a minimum. 3.9 CONTROL WIRE INSTALLATION A. Bury wires beside or below pipe in same trench. B. Bundle multiple wires together with tape at ten feet (10) maximum intervals. C. Provide 36 inch loop in wires at each valve where controls are connected and at 100" maximum intervals between. D. Make all electrical joints (splices) in boxes only. Make electrical joints waterproof. Scotch -Lock connectors, or approved. 3.10 AUTOMATIC CONTROLLER A. Install controller(s) in pump area.Provide complete hookup and wire runs to valving. Coordinate with electrical trades. 3.11 TESTING A. Do not allow or cause any work of this Section to be covered up or enclosed until it has been inspected and tested. B. Pressure testing: IRRIGATION SYSTEM 02810-5 1. Make necessary provision for thoroughly bleeding line of air and debris. 2. Before testing, cap all risers, and install all valves. 3. Fill all main supply lines with water to 100 psi. Close air supply and test for leakage. Test shall be approved if no greater than 5 psi loss occurs in 30 minutes. 4. Fill all zone lines with water to static pressure. Inspect for leakage. 5. Contractor shall provide all required testing equipment and personnel. Test shall be performed in presence of Architect. Contractor shall make notice of test (48) hours in advance. 6. Provide required testing equipment and personnel. 7. Repair leaks, and retest until acceptance by the Architect. C. Coverage inspection: upon completion of all systems, perform a coverage test to determine if coverage of water afforded all areas is complete, adequate and uniform. Change heads, nozzles, orifices and/or adjustment as directed to provide uniform coverage. D. Final inspection: Clean, adjust, and balance all systems. Verify that: a. Remote control valves are properly balanced; b. Heads are properly adjusted for radius and arc of coverage; C. The installed system is workable, clean and efficient. E. Winterization: Winterize system at the end of first season of system operation. Review procedures with Owner Representative. IRRIGATION SYSTEM 02810-6 SECTION 02810 — IRRIGATION SYSTEM PART 1 - GENERAL 1.1 GENERAL Bidding Requirements, Conditions of Contract, and Division One are part of this Section and Contract and apply to this Section as if fully repeated here. 1.2 SUMMARY A. Work included: 1. Provide and install a complete and operating automatic irrigation system for all planting areas. 2. Pump system shall provide water from the adjacent tiled Coleman Lateral. 3. Sleeving under paved areas (coordinate with other trades). 4. Obtain and pay for all permits and fees for Work of this Section. 5. Winterize system at completion of fust season. 1.3 SUBMITTALS A. Within 30 days after Contractor's receipt of Notice to Proceed, submit: Manufacturer's printed product information and catalog cut sheets for all system components; six copies. B. Shop Drawings: Submit shop drawings for underground irrigation system including plan layout and details illustrating location and type of heads, type and size of valves, piping circuits, circuit GPM, pipe size, controls, and accessories. C. Record Drawings: At completion of this work, submit to the Contractor: 1. Record Drawings; reproducible and five prints. 2. Operations and Maintenance information, including: a. Manufacturer's printed product information including descriptive details, parts lists, specifications, and maintenance schedules and procedures for all installed system components. b. Instructions for operation and adjustment of the system and all components. C. Winterization procedures. d. Schedule indicating required open valve time to produce given precipitation amounts and seasonal adjustments. e. Warranties and guarantees. f. Submit five copies. 1.4 GUARANTEE A. Guarantee in writing all materials, equipment and workmanship furnished to be free of all defects of workmanship and materials. Within one year after date of Substantial Completion repair or replace all defective parts or workmanship that may be found at no additional cost to Owner. B. Fill and repair all depressions and replace all necessary plantings which result from the settlement of irrigation trenches for one year after date of Substantial Completion. C. Supply all manufacturer's printed guarantees. IRRIGATION SYSTEM 02810-1 1.5 QUALITY ASSURANCE A. Contractor shall be licensed in the State in which work is performed. B. Contractor shall have at least two years prior experience in projects of equal or larger scope. C. Contractor shall employ on site at all times a foreman who is thoroughly experienced and competent in all phases of the work of this Section. 1.6 SYSTEM DESCRIPTION A. Design requirements: 1. Minimum water coverage: a. Lawn and shrub areas - 100% 2. Layout system to obtain optimum coverage utilizing manufacturer's standard heads. Spray onto walls or asphalt areas is not acceptable. Space heads in shrub/perennial beds a maximum of eight to ten feet apart. 3. Zoning shall be designed for optimum use of available pressure and efficient distribution for the types of plantings and shapes of planting areas. Planting areas shall be zoned separately from lawn areas. Each head type shall also be zoned separately. Zones shall be sized for maximum 100 GPM each. 4. Design pressures: Install pressure regulation valves for all spray head zones. 5. Pump system shall be designed to deliver 330 GPM and 90 PSI at outlet of pump. It shall have a variable frequency drive. 1.7 EXTRA EQUIPMENT A. In addition to installed system, furnish owner with the following: 1. Two (2) sprinkler head bodies of each size and type. 2. Two (2) nozzles for each size and type used. B. Store above items safely until Substantial Completion. C. Deliver above items at Substantial Completion. 1.8 SYSTEM PROTECTION A. As part of the guarantee under this contract, the Contractor shall be responsible for the deactivating and draining of the system prior to the onset of the freezing season and for reactivating the system at the onset of the spring growing season. Winterization shall be accomplished by air blow method. PART2-PRODUCTS 2.1 PIPE AND FITTINGS A. PVC 1120, ASTM D-1784, permanently marked with manufacturer's name, schedule rating, size, type. Solvent -weld type: Pipe: Class 200 PVC 2. Fittings: Schedule 40 PVC, solvent -weld type. Install threaded joints where required at valves, risers, etc. IRRIGATION SYSTEM 02810-2 3. Risers: a. Spray heads: flexible and damage -resistant plastic "polypipe" riser. b. Rotor heads: Triple swing joints of same size as inlet of head. 4. Solvent: NSF approved solvent for Type I & 11 PVC. 2.2 SPRINKLER HEADS A. Description: Appropriate for application in throw, pressure and discharge. Each type of head shall be of a single manufacturer. 1. Short range: Rainbird 1800 series spray head. 2. Mid range: Rainbird 3500 series rotor head. 3. Mid/long range: Rainbird 5000 series rotor head. 4. Long range(all athletic fields): Rainbird 7005 series rotor head. 2.3 AUTOMATIC CONTROL SYSTEM A. Rainbird ESP -SAT controllers shall be used. 2.4 VALVING A. Manual valves: brass or bronze for direct burial, gate valves, 1501b., threaded connection with cross type handle to receive operating key. B. Automatic circuit valves: high impact plastic with corrosion -resistant internal parts. Low power solenoid control, normally closed, with manual flow adjustment; same manufacturer as control unit. 1. Standard sprinkler valve shall be Rainbird PESB-PRS-B. C. Water filter: Manufacturer's standard, to suit sprinkler system and removal of particulates. D. Quick coupler valve: brass or bronze construction with hinged top. E. Manual drain valves: 1. Bronze construction, straight type, 150 pound class, threaded connections, with cross type operating handle designed to receive operating key. Calco, Champion 100 or approved equal. 2. Provide at main supply connection. 3. Size: 3/4 inch. 2.5 MISCELLANEOUS A. Chemicals: primer and solvent glue as required by pipe manufacturer. B. Valve box - high impact plastic, green in color. C. Valve cover/frame - compatible with valve box, provision for locking. D. Drainage backfill -clean gravel or crushed stone, graded from 3" maximum to 3/4" minimum. PART 3 - EXECUTION IRRIGATION SYSTEM 02810-3 0 3.1 GENERAL A. Install system to permit adequate drainage and protection against freeze damage. B. Install system in accordance with approved Contractor design drawing. All deviations from the plans must be approved, and clearly recorded on record drawing. C. Install system and components in strict accordance with manufacturer's recommendations. D. Install quick coupler(s) on main supply line, approximate equal spacing, intervals of approximately 200 ft. Locate adjacent to paved surfaces, at valve boxes where practical. 3.2 SURFACE CONDITIONS A. Examine areas and conditions under which work will be performed. Notify Contractor detrimental conditions to timely and proper completion of work. Do not proceed until unsatisfactory conditions are corrected. B. Locate all underground utilities and structures and promptly notify Architect of any conflict with the work of this Section. Protect said structures and utilities. Repair or replace said structures or utilities damaged by this work at no cost to the Owner. 3.3 SLEEVING A. Sleeving installed prior to paving. Size so that sleeve is two sizes larger than lateral line. Provide separate sleeve for valve wires. Coordinate with other trades. 3.4 TRENCHING AND BACKFILLING A. Trenching and backfilling shall be per Section, Earthwork. B. Cut trenches straight and without abrupt grade changes to allow the following minimum cover: 1. Main lines: 18 inches. 2. Laterals: 12 inches. C. Surround lines with 2 inches of clean rock -free material on all sides. 3.5 MISCELLANEOUS VALVES A. Install manual drain valve up stream. Install device at mainline tap in accordance with manufacturer requirements for complete operation. Install backflow provision and connect to controller. 3.6 CIRCUIT VALVES A. Install in valve box, arranged for easy adjustment and removal. 1. Provide union on downstream side. 2. Adjust automatic control valves to provide flow rate of rated operating pressure required for each sprinkler circuit. 3.7 PIPE INSTALLATION A. Lay PVC pipe in accordance with standard and acceptable practice. Thrust blocks to be used at points of intersection and change of direction in main line pipe as per manufacturer's recommended specifications IRRIGATION SYSTEM 028104 3.8 3.9 3.10 0 0 B. PVC pipe joints, solvent welded except as indicated. Cut pipe square, deburr, wipe from surface all saw chips, dust, dirt, moisture and any foreign matter which may contaminate the cemented joint. Apply cleaner/primer and solvent cement, make joints in accordance with manufacturer's recommendations. Use Teflon thread sealant (tape) at all threaded joints. C. Contractor shall size pipe according to schedule provided. Flow velocities shall not exceed 5 feettsecond in all cases. Lateral lines shall be laid out and installed per zone to balance pressure loss and provide minimum fluctuation in system operating pressures. PIPE SIZING SCHEDULE PIPE SIZE PIPE SECTION 3/4" 0-09 GPM 1" 10-17 GPM 1 1/4" 18-25 GPM 1 1/2" 26-34 GPM 2" 35-50 GPM 2 1/2" 51-80 GPM 3" 81-120 GPM Note: GPM flow in pipe section is calculated by adding the GPM output of all irrigation heads downstream of the pipe section. SPRINKLER HEADS A. Flush circuit lines with full head of water prior to head installation. Install heads at level with mulch. Locate part -circle heads to maintain a minimum distance of six inches (6") from walls and four inches (4") from other boundaries unless otherwise indicated. Keep overspray to a minimum. CONTROL WIRE INSTALLATION A. Bury wires beside or below pipe in same trench. B. Bundle multiple wires together with tape at ten feet (10') maximum intervals. C. Provide 36 inch loop in wires at each valve where controls are connected and at 100" maximum intervals between. D. Make all electrical joints (splices) in boxes only. Make electrical joints waterproof. Scotch -Lock connectors, or approved. AUTOMATIC CONTROLLER A. Install controller(s) in pump area.Provide complete hookup and wire runs to valving. Coordinate with electrical trades. 3.11 TESTING A. Do not allow or cause any work of this Section to be covered up or enclosed until it has been inspected and tested. B. Pressure testing: IRRIGATION SYSTEM 02810-5 0 0 1. Make necessary provision for thoroughly bleeding line of air and debris. 2. Before testing, cap all risers, and install all valves. 3. Fill all main supply lines with water to 100 psi. Close air supply and test for leakage. Test shall be approved if no greater than 5 psi loss occurs in 30 minutes. 4. Fill all zone lines with water to static pressure. Inspect for leakage. 5. Contractor shall provide all required testing equipment and personnel. Test shall be performed in presence of Architect. Contractor shall make notice of test (48) hours in advance. 6. Provide required testing equipment and personnel. 7. Repair leaks, and retest until acceptance by the Architect. C. Coverage inspection: upon completion of all systems, perform a coverage test to determine if coverage of water afforded all areas is complete, adequate and uniform. Change heads, nozzles, orifices and/or adjustment as directed to provide uniform coverage. D. Final inspection: Clean, adjust, and balance all systems. Verify that: a. Remote control valves are properly balanced; b. Heads are properly adjusted for radius and arc of coverage; C. The installed system is workable, clean and efficient. E. Winterization: Winterize system at the end of first season of system operation. Review procedures with Owner Representative. IRRIGATION SYSTEM 02810-6 SECTION 02810 — IRRIGATION SYSTEM PART 1 - GENERAL 1.1 GENERAL Bidding Requirements, Conditions of Contract, and Division One are part of this Section and Contract and apply to this Section as if fully repeated here. 1.2 SUMMARY A. Work included: 1. Provide and install a complete and operating automatic irrigation system for all planting areas. 2. Pump system shall provide water from the adjacent tiled Coleman Lateral. 3. Sleeving under paved areas (coordinate with other trades). 4. Obtain and pay for all permits and fees for Work of this Section. 5. Winterize system at completion of first season. 1.3 SUBMITTALS A. Within 30 days after Contractor's receipt of Notice to Proceed, submit: Manufacturer's printed product information and catalog cut sheets for all system components; six copies. B. Shop Drawings: Submit shop drawings for underground irrigation system including plan layout and details illustrating location and type of heads, type and size of valves, piping circuits, circuit GPM, pipe size, controls, and accessories. C. Record Drawings: At completion of this work, submit to the Contractor: Record Drawings; reproducible and five prints. Operations and Maintenance information, including: a. Manufacturer's printed product information including descriptive details, parts lists, specifications, and maintenance schedules and procedures for all installed system components. b. Instructions for operation and adjustment of the system and all components. C. Winterization procedures. d. Schedule indicating required open valve time to produce given precipitation amounts and seasonal adjustments. C. Warranties and guarantees. f. Submit five copies. 1.4 GUARANTEE A. Guarantee in writing all materials, equipment and workmanship furnished to be free of all defects of workmanship and materials. Within one year after date of Substantial Completion repair or replace all defective parts or workmanship that may be found at no additional cost to Owner. B. Fill and repair all depressions and replace all necessary plantings which result from the settlement of irrigation trenches for one year after date of Substantial Completion. C. Supply all manufacturer's printed guarantees. IRRIGATION SYSTEM 02810-1 0 v 1.5 QUALITY ASSURANCE A. Contractor shall be licensed in the State in which work is performed. B. Contractor shall have at least two years prior experience in projects of equal or larger scope. C. Contractor shall employ on site at all times a foreman who is thoroughly experienced and competent in all phases of the work of this Section. 1.6 SYSTEM DESCRIPTION A. Design requirements: Minimum water coverage: a. Lawn and shrub areas - 100% 2. Layout system to obtain optimum coverage utilizing manufacturer's standard heads. Spray onto walls or asphalt areas is not acceptable. Space heads in shrub/perennial beds a maximum of eight to ten feet apart. 3. Zoning shall be designed for optimum use of available pressure and efficient distribution for the types of plantings and shapes of plauting areas. Planting areas shall be zoned separately from lawn areas. Each head type shall also be zoned separately. Zones shall be sized for maximum 100 GPM each. 4. Design pressures: Install pressure regulation valves for all spray head zones. 5. Pump system shall be designed to deliver 330 GPM and 90 PSI at outlet of pump. It shall have a variable frequency drive. 1.7 EXTRA EQUIPMENT A. In addition to installed system, punish owner with the following: 1. Two (2) sprinkler head bodies of each size and type. 2. Two (2) nozzles for each size and type used. B. Store above items safely until Substantial Completion. C. Deliver above items at Substantial Completion. 1.8 SYSTEM PROTECTION A. As part of the guarantee under this contract, the Contractor shall be responsible for the deactivating and draining of the system prior to the onset of the freezing season and for reactivating the system at the onset of the spring growing season. Winterization shall be accomplished by air blow method. PART 2 -PRODUCTS 2.1 PIPE AND FITTINGS A. PVC 1120, ASTM D-1784, permanently marked with manufacturer's name, schedule rating, size, type. Solvent -weld type: Pipe: Class 200 PVC 2. Fittings: Schedule 40 PVC, solvent -weld type. Install threaded joints where required at valves, risers, etc. IRRIGATION SYSTEM 02810-2 3. Risers: a. Spray heads: flexible and damage -resistant plastic "polypipe" riser. b. Rotor heads: Triple swing joints of same size as inlet of head. 4. Solvent: NSF approved solvent for Type I & 11 PVC. 2.2 SPRINKLER HEADS A. Description: Appropriate for application in throw, pressure and discharge. Each type of head shall be of a single manufacturer. 1. Short range: Rainbird 1800 series spray head. 2. Mid range: Rainbird 3500 series rotor head. 3. Mid/long range: Rainbird 5000 series rotor head. 4. Long range(all athletic fields): Rainbird 7005 series rotor head. 2.3 AUTOMATIC CONTROL SYSTEM A. Rainbird ESP -SAT controllers shall be used. 2.4 VALVING A. Manual valves: brass or bronze for direct burial, gate valves, 150 lb., threaded connection with cross type handle to receive operating key. B. Automatic circuit valves: high impact plastic with corrosion -resistant internal parts. Low power solenoid control, normally closed, with manual flow adjustment; same manufacturer as control unit. 1. Standard sprinkler valve shall be Rainbird PESB-PRS-B. C. Water filter: Manufacturer's standard, to suit sprinkler system and removal of particulates. D. Quick coupler valve: brass or bronze construction with hinged top. E. Manual drain valves: 1. Bronze construction, straight type, 150 pound class, threaded connections, with cross type operating handle designed to receive operating key. Calco, Champion 100 or approved equal. 2. Provide at main supply connection. 3. Size: 3/4 inch. 2.5 MISCELLANEOUS A. Chemicals: primer and solvent glue as required by pipe manufacturer. B. Valve box - high impact plastic, green in color. C. Valve cover/frame - compatible with valve box, provision for locking. D. Drainage backfill - clean gravel or crushed stone, graded from 3" maximum to 3/4" minimum. PART 3 - EXECUTION IRRIGATION SYSTEM 02810-3 0 3.1 GENERAL A. Install system to permit adequate drainage and protection against freeze damage. B. Install system in accordance with approved Contractor design drawing. All deviations from the plans must be approved, and clearly recorded on record drawing. C. Install system and components in strict accordance with manufacturer's recommendations. D. Install quick coupler(s) on main supply line, approximate equal spacing, intervals of approximately 200 ft. Locate adjacent to paved surfaces, at valve boxes where practical. 3.2 SURFACE CONDITIONS A. Examine areas and conditions under which work will be performed. Notify Contractor detrimental conditions to timely and proper completion of work. Do not proceed until unsatisfactory conditions are corrected. B. Locate all underground utilities and structures and promptly notify Architect of any conflict with the work of this Section. Protect said structures and utilities. Repair or replace said structures or utilities damaged by this work at no cost to the Owner. 3.3 SLEEVING A. Sleeving installed prior to paving. Size so that sleeve is two sizes larger than lateral line. Provide separate sleeve for valve wires. Coordinate with other trades. 3.4 TRENCHING AND BACKFILLING A. Trenching and backfilling shall be per Section, Earthwork. B. Cut trenches straight and without abrupt grade changes to allow the following minimum cover: Main lines: 18 inches. Laterals: 12 inches. C. Surround lines with 2 inches of clean rock -free material on all sides. 3.5 MISCELLANEOUS VALVES A. Install manual drain valve up stream. Install device at mainline tap in accordance with manufacturer requirements for complete operation. Install backflow provision and connect to controller. 3.6 CIRCUIT VALVES A. Install in valve box, arranged for easy adjustment and removal. 1. Provide union on downstream side. 2. Adjust automatic control valves to provide flow rate of rated operating pressure required for each sprinkler circuit. 3.7 PIPE INSTALLATION A. Lay PVC pipe in accordance with standard and acceptable practice. Thrust blocks to be used at points of intersection and change of direction in main line pipe as per manufacturer's recommended specifications IRRIGATION SYSTEM 02810-4 3.8 3.9 3.10 0 0 B. PVC pipe joints, solvent welded except as indicated. Cut pipe square, deburr, wipe from surface all saw chips, dust, dirt, moisture and any foreign matter which may contaminate the cemented joint. Apply cleaner/primer and solvent cement, make joints in accordance with manufacturer's recommendations. Use Teflon thread sealant (tape) at all threaded joints. C. Contractor shall size pipe according to schedule provided. Flow velocities shall not exceed 5 feet/second in all cases. Lateral lines shall be laid out and installed per zone to balance pressure loss and provide minimum fluctuation m system operating pressures. PIPE SIZING SCHEDULE PIPE SIZE PIPE SECTION 3/4" 0-09 GPM V 10-17 GPM 1 1/4" 18-25 GPM 1 1/2" 26-34 GPM 211 35-50 GPM 2 1/2" 51-80 GPM 3" 81-120 GPM Note: GPM flow in pipe section is calculated by adding the GPM output of all irrigation heads downstream of the pipe section. SPRINKLER HEADS A. Flush circuit lines with full head of water prior to head installation. Install heads at level with mulch. Locate part -circle heads to maintain a minimum distance of six inches (6") from walls and four inches (4") from other boundaries unless otherwise indicated. Keep overspray to a minimum. CONTROL WIRE INSTALLATION A. Bury wires beside or below pipe in same trench. B. Bundle multiple wires together with tape at ten feet (10') maximum intervals. C. Provide 36 inch loop in wires at each valve where controls are connected and at 100" maximum intervals between. D. Make all electrical joints (splices) in boxes only. Make electrical joints waterproof. Scotch -Lock connectors, or approved. AUTOMATIC CONTROLLER A. Install controller(s) in pump area.Provide complete hookup and wire runs to valving. Coordinate with electrical trades. 3.11 TESTING A. Do not allow or cause any work of this Section to be covered up or enclosed until it has been inspected and tested. B. Pressure testing: IRRIGATION SYSTEM 02810-5 ►—J 0 1. Make necessary provision for thoroughly bleeding line of air and debris. 2. Before testing, cap all risers, and install all valves. 3. Fill all main supply lines with water to 100 psi. Close air supply and test for leakage. Test shall be approved if no greater than 5 psi loss occurs in 30 minutes. 4. Fill all zone lines with water to static pressure. Inspect for leakage. 5. Contractor shall provide all required testing equipment and personnel. Test shall be performed in presence of Architect. Contractor shall make notice of test (48) hours in advance. 6. Provide required testing equipment and personnel. 7. Repair leaks, and retest until acceptance by the Architect. C. Coverage inspection: upon completion of all systems, perform a coverage test to determine if coverage of water afforded all areas is complete, adequate and uniform. Change heads, nozzles, orifices and/or adjustment as directed to provide uniform coverage. D. Final inspection: Clean, adjust, and balance all systems. Verify that: a. Remote control valves are properly balanced; b. Heads are properly adjusted for radius and arc of coverage; C. The installed system is workable, clean and efficient. E. Winterization: Winterize system at the end of fust season of system operation. Review procedures with Owner Representative. IRRIGATION SYSTEM 02810-6 Lombard -Conrad Architects, P.A. October 2, 2002 City of Meridian Planning & Zoning Department 660 E. Water Tower Ln., Ste 202 Meridian, ID 83642 Re: APPLICATION FOR CERTIFICATE OF ZONING COMPLIANCE (CZC) LCA NO. 01033.01 4-d The Joint School District No. 2 is requesting annexation of the subject property and to have it zoned R4 in order to construct a new middle school. The property is located on the east side of Linder Rd., between McMillan and Ustick (See attached maps and legal description); And directly abutts the recently annexed Baldwin Subdivision to the North. The 40 acre parcel is located in an area of growth, is near City sewer and water and has good vehicular access making it a perfect location for a middle school. The project will consist of a school which will provide a quality education to the students of the community and will also incorporate two (2) soccer fields, 3 (three) softball fields, baseball field, running track, football field, 6 tennis courts and 5 outdoor basketball courts for after school hours use by the community. The new middle school is necessary to accommodate the increasing enrollment within the School District. Please note the following excerpts from the City of Meridian Comprehensive Plan as they pertain to the School District's desire to have the parcel annexed and zoned R4. "The City of Meridian and Meridian Joint School District No. 2 should continue to work together to allow quality schools and quality development within the community." 1221 Shoreline Ln Boise, ID 83702 208.345.6677 fax.208.344.9002 Ica@lcarch.com www.Icarch.com MAI 11:1_t °;' May 1 2002 City of Meridian Planning & Zoning Department Page 2 "Because the quality and use of educational facilities available to every group of citizens in the community significantly affects the quality of life in Meridian and the area's ability to attract quality development; and because quality education is an important economic factor in the area, the community seeks to develop new schools and expand programs as needed to serve Community in enrollment growth." "School sites should be selected to avoid limiting physical features and other hazards detrimental to the safety of children and to the general operation of the school." "School sites should be reserved for future acquisition in advance of development of planned land use. Approval of subdivision flats may be withheld if adequate school facilities or sites are not available to serve the proposed subdivision. "School sites should be large enough to accommodate possible future building expansion and recreation needs." Thank you for your consideration of this matter, if you have any questions, please do not hesitate to contact me. Sincerely, LOMBARD-CONRAD ARCHITECTS Scott Henson, AIA Vice President 01033-01 L04 4d 100202 SHns Lombard -Conrad Architects 1221 Shoreline Lane, Boise, Idaho 83702 ph: 208.345.6677 fx: 208.344.9002 CERTIFICATE OF ZONING COMPLIANCE & PLAN REVIEW CHECKLIST City of Meridian (Rev. 2/l/02) Proiect: Contact Review Date ! / 7.... o . Site Review/Conforming Comments Elements Complet *Project must comply with all approved permits, plats or Development. Agreements associated with the lot or parcel. 1. Zoning District (permitted use, CUP, A UP, variance, etc.)�� oU 2. Floodplain District 3. Landsennina _ _ ✓ i Must be in compliance with the Ho%% the LandscaVe Ordinance 4. Off -Street Parkin - a) # of Stalls dimensions, etc b) Handicap Stalls (van accessible, aisles, c) Aisles (width, location) 5. Trash Areas a) Location b) 3 -Side Screening 6. Underground Irrigation z 7. Sidewalks/Paths 8. Streets (R/W dedications, etc.) 9. Lot Requirements a) Lot Area (note restrictions on use of b) Street Frontage c) Setbacks d) Coverage 10. Fencing 11. Fee of $60.00 +ZLA0 1. ACRD approval letter required for curb cuts, road widening, for all new projects. 2. Pressurized irrigation can be waived by City Council only if no water rights exist to subject Property or developer deeds land to City for a well. 3. City will permit one hook-up to municipal water for irrigation per site. 3. Trees must not be planted in City water or sewer easements. 4. Applicant must submit a copy of recorded deed or plat as evidence of the road dedicatioprior to CZC issuance. ACHD"' Ada County Highway District lv�� Dave Bivens, 1st Vice President Garden City ID 83714-6499 Judy Peavey -Derr, 2nd Vice President Phone (208) 387-6100 Susan S. Eastlake, Commissioner FAX (208) 387-6391 Sherry R. Huber, Commissioner E-mail: tellus@ACHD.ada.id.us November 20, 2002 TO: Lombard Conrad Architects 1221 Shoreline Lane Boise, ID 83702 FROM: Craig Hood (j4 Development Analyst Planning & Development SUBJECT: MCZC-02-052 Linder Road Middle School Linder Road, north of Ustick Road � CErvED NOV 2 2 2002 CnT OF MIRMUN PLA*ixG & Z0NWG On November 19, 2002 the Ada County Highway District acted on your application for the above referenced project. The attached staff report lists conditions of approval and street improvements, which are required. If you have any questions, please feel free to contact staff at (208) 387-6170. Cc: Planning & Development/chron/project file City of Meridian Construction Services Drainage Joint School District #2, 911 Meridian Street, Meridian, ID 83642 'r YgicaLs.- Ada County Highway District Right -of -Way & Development Department Planning Review Division This application does not require Commission action as the Commission acted on the annexation and rezone application for this site in July of 2002. Tech Review for this item was originally held with the applicant on June 21, 2002. Please refer Attachment 3 for appeal guidelines. Craig Hood, 387-6174, chood(aD_achd.ada.id.us File Number: MCZCO2-052, Linder Road Middle School Site address: East side of Linder Road just north of Ustick Road Owner: Joint School District #2 911 Meridian Road Meridian, Idaho 83642 Applicant: Lombard Conrad Architects 1221 Shoreline Lane Boise, Idaho 83702 Representative: Keller & Associates 131 Southwest 5th Avenue Meridian, Idaho 83642 Application Information The applicant is seeking certificate of zoning compliance from the City of Meridian to construct a 138,804 square -foot middle school within the Meridian School District. The site is located on the east side of Linder Road, approximately'/ of a mile north of Ustick Road. Acreage: 40.48 Current Zoning: R-4 Proposed square footage: 138,804 square -feet Vicinity Map A. Findings of Fact Trip Generation: This development is estimated to generate 1,440 additional vehicle trips per day (10 existing) based on the Institute of Transportation Engineers Trip Generation Manual. 2. Impact Fees: There is not an impact fee rate for this use, based on the impact fee ordinance in effect at this time. 3. Traffic Impact Study: A traffic impact study was required with this application. A traffic study was submitted for the Linder Road Middle School in Meridian, Idaho. This Development is projected to be built and fully operational by the year 2004. The following are the principal findings and recommendations of the study as provided by the Traffic Engineer: Introduction: • The proposed Linder Road Middle School is located on the east side of Linder Road, approximately %2 of a mile north of Ustick Road. The school site occupies approximately 40 acres, and is situated in the northwest quarter of the southwest quarter of Section 36 of UN R1 W BM. The school is proposed to open in year 2004 with a maximum of 1,000 -student enrollment. ■ For this traffic impact analysis, the impacts of the traffic generated by the school were only analyzed for the AM peak hour. Road System: ■ Linder Road is classified as a Minor Arterial roadway and is currently a two-lane rural roadway section, between Ustick and McMillan Road, with approximately 11 -foot travel lanes and 2 -foot shoulders. ■ Ustick Road is classified as a Minor Arterial both east and west of the intersection with Linder Road. ■ McMillan Road is classified as a Minor Arterial both east and west of the intersection with Linder Road. ■ The intersection of Linder/McMillan Road is currently an all -way stop control with one shared left, through, and right lane at each of the four approaches. ■ The intersection of Linder/Ustick Road is currently an all -way stop control with one shared left, through, and right lane at each of the four approaches. Site Access: There are currently two accesses into the site. The first access is a located approximately 200 -feet north of the south property line and serves the existing single-family home. The second access is an irrigation/agricultural access located near the site's north property line. Three new accesses to the school are proposed. The principal vehicular access is proposed to be located at approximately the mid -point of the site frontage, approximately 650 -feet north of the south property line, between the other two proposed accesses. This access is proposed as a full movement access and will serve as the access for parents dropping off or picking up students, and will provide access to the parking lot on its south end. The northernmost access is proposed to be a full movement access located approximately 340 -feet north of the middle driveway. Vehicles will be able to access the parking lot from the north end through this access. This access will also serve as a bus entry access, connecting to a one-way loop where buses would drop off and pick up students before and after 2 school. The southernmost access is proposed as an exit -only access, where buses will leave the school site after having dropped off or picked up students. This driveway is located approximately 510 -feet south of the middle driveway. Trip Generation: The total number of daily trips projected to be generated by the Linder Road Middle School is 1,450. This total is based on a maximum number of 1,000 students. Level Of Service Projections: McMillan/Linder Road All movements at this four-way stop controlled intersection operate at LOS B. Year 2004 is the anticipated construction completion date. Under the year 2004 background traffic, all movements are anticipated to operate at unacceptable levels of service (LOS F), including the overall intersection LOS. In order to mitigate the background traffic for these poor conditions, a signal is needed. With the addition of a signal, and no changes to lane geometry, all movements and the overall intersection are projected to operate at a LOS C or better under the year 2004 background traffic. With the addition of project -generated traffic the westbound and northbound traffic would operate at a LOS E, with an overall intersection LOS of D. In order to mitigate for the addition of project -generated traffic, an exclusive westbound left -turn lane is needed. Additionally, an exclusive eastbound left -turn lane should be constructed in order to maintain a smooth alignment through the intersection, even though the Linder Road Middle School is not projected to contribute traffic to this movement. The signal phasing should include an EB and WB protected -permitted left -turn operation. With these improvements, and the appropriate signal timing, the intersection is projected to operate at LOS C. Under year 2009 background traffic, all movements and the overall intersection are projected to operate at LOS D or better if the intersection is signalized and all approaches contain only one lane. With the addition of project -generated traffic, LOS conditions worsen and become unacceptable if this geometry is maintained. In order to mitigate for the poor conditions, the same geometry used to mitigate for year 2004 project -generated traffic should be used (EB and WB exclusive left -turn lanes). Additionally, an exclusive northbound right -turn lane is needed. Under these conditions, and with appropriate signal timing, all movements and the overall intersection are projected to operate at LOS D or better. Intersection and roadway improvements will be needed to handle the projected background and site traffic for the year 2024. Ustick/Linder Road All movements at this four-way stop controlled intersection operate at LOS C. Year 2004 is the anticipated construction completion date. Under the year 2004 background traffic, all movements are anticipated to operate at unacceptable levels of service (LOS F), including the overall intersection LOS. In order to mitigate the background traffic for these poor conditions, a signal is needed. With the projected background traffic volumes, a signal warrant under the peak -hour volume warrant. In addition to the signal, an EB and WB exclusive left -turn lane is needed. With the addition of a signal and exclusive EB and WB left -turn lanes along with protected -permitted left -tum operation in these two directions, all movements and the overall intersection are projected to operate at LOS C or better. Under year 2009 background traffic, all movements and the overall intersection are projected to operate at LOS E or better if the intersection is signalized and the EB and WB approaches contain exclusive left -turn lanes. In order to mitigate for the LOS E on some of the movements, an exclusive EB right -turn lane is needed. Under these conditions, the Year 2009 background traffic is projected 3 to operate at LOS D or better for the overall intersection LOS and all individual movements. With the addition of project -generated traffic, all individual movements and the overall intersection are projected to continue to operate at LOS D or better with appropriate adjustments to the signal timing. Intersection and roadway improvements will be needed to handle the projected background and site traffic for the year 2024. Linder Road/ Middle School Access All individual movements at this proposed intersection are expected to operate at LOS C or better through year 2004 with the addition of project -generated traffic. The lane configuration for this intersection would be a northbound -shared through/right-turn land and a southbound through lane with an exclusive left -turn lane. The westbound approach (coming out of school) would be an exclusive left and an exclusive right -turn lane. Additionally, the northbound direction would need to be widened out to include width in order to be aligned with the southbound left -tum lane. This width would not serve and northbound traffic in year 204, but would serve as a storage area for vehicles making a two-stage westbound to southbound left -tum, thus improving the level of service for that particular movement. The length of this additional width should at least be enough to store one vehicle. The project -generated traffic would represent all of the traffic using the SB left -turn lane and vehicles making a westbound to southbound left -turn. It should be noted, however, that traffic from future developments in Section 35 will most likely benefit from and use the additional width in the northbound direction to make left -turn from Linder Road into the future development. By the year 2009, it is projected that full development of Section 35 to the west of the school will have occurred. Access to this area should be aligned directly across from the school's main entrance. For the purpose of this study, it is assumed that access to this area will align directly across (west) Linder Road from the school's main vehicular access. With the addition of year 2009 project -generated traffic, the eastbound and westbound through and left -turn movements would fail, even with an intersection geometric configuration where all approaches have exclusive left-, through, and right -tum lanes. In order to mitigate for this, a signal is needed. Under year 2009 total traffic, a signal would be warranted using the MUTCH warrant number 10, peak -hour delay. The lane geometry for this total traffic mitigation should include one shared left and through lane and one exclusive right -turn lane on the WB approach. One shared, left, through, right lane on the EB approach, and exclusive left -turn lanes along with protected -permitted left -turn operation on the NB and SB directions. Under these mitigation conditions, all individual movements and the overall intersection are projected to operate at LOS C with the addition of year 2009 project -generated traffic. With the same geometric conditions as the year 2009 background traffic, the EB left -and right -turn lane would fail in its operation under year 2024 background traffic. A mitigation scenario for this would be to add an additional through lane to both the NB and SB directions. The EB left and right - turn lane would operate at LOS D with this lane geometry. However, with the addition of year 2024 project -generated traffic, the EB and WB left and through movements would fail, even if all the approaches contained exclusive left and right -turn lanes. In order to mitigate for this, a signal is needed. The northbound and southbound approaches would still need exclusive left -turn lanes and the signal phasing should include protected -permitted operation for the NB and SB left-tums. Roadway Capacity: By projecting the May 2000 ADT for Linder Road to Year 2024 at 2 percent per year, the resulting year 2024 ADT is about 8,100 vpd. However, because of the rapid development expected to occur in the North Meridian planning area, this figure would be low for the ADT. By using the p.m. peak -hour intersection traffic projections from the Washington study, and assuming that the p.m. peak -hour traffic s about 10 percent of the daily traffic, thee additional daily traffic from the rapid development 2 would be about 13,500 vpd on Linder Road. When added to the 8,100 vpd from the 2 percent annual growth projection, the total ADT for the year 2024 is projected to be about 21,500 vpd. The Washington study recommends a five -lane section for Linder Road for build out conditions. Traffic Progression: Traffic signal are warranted by year 2004 at the intersection of Linder Road with McMillan Road and Ustick Road. A signal is warranted at the school's main vehicular access by the year 2009. In the total traffic analysis for all horizon years for signalized intersections, 95 seconds has been used for the cycle length for all signals. This was done in order to estimate the potential for signal coordination and through traffic progression at these signals. In a coordinated system, all signals must have the same cycle length. 95 seconds also represents a reasonable signal cycle length from a delay standpoint and from a practical standpoint given the projected traffic volumes. Also, on the recommendation of the ACRD, the school access intersection should be located at a third of a mile north of Ustick Road. No official progression analysis was done, but 95 seconds was used at all three intersections to mitigate for delay and provide a base point from which a signal progression analysis could be performed. Speed Zone and Crosswalk Location: A recommendation on the potential use of a crosswalk on Linder Road is not made as part of this study. It is recommended that as traffic volumes increase, traffic patterns are established, and the speed through the school zone is established, a crosswalk study be performed using existing information. The study should include a recommendation on the location of a crosswalk, signing for a crosswalk, and how the crosswalk should be configured in order to command the attention of passing motorists. Recommendations from the traffic study: At the intersection of Linder Road with McMillan Road, a traffic signal is needed and warranted by year 2004 under the background traffic conditions. A signal warrant analysis based on actual traffic volumes should be performed in year 2004. With the addition of project -generated traffic, an exclusive westbound left -turn lane is needed at this intersection to mitigate for adverse conditions. Although project -generated traffic does not contribute to the eastbound left -turn traffic, an exclusive eastbound left -turn lane should be constructed in order to maintain a smooth east -west alignment through the intersection. By year 2009, an exclusive northbound right -turn land is recommended due to the addition of project -generated traffic. By year 2024, it is recommended that all approaches have an exclusive left -turn lane, one through lane, and one shared through/right-turn lane. The year 2024 mitigation is needed with or without the addition of project -generated traffic. Signal phasing for years 2004 and 2024 should include protected -permitted left -turn operation for all exclusive left -tum lanes. 2. At the Intersection of Linder Road with Ustick Road, a traffic signal is needed and warranted by year 2004 under background traffic conditions. Also under the background traffic conditions, exclusive eastbound and westbound left -turn lanes are needed. A signal warrant analysis based on actual traffic volumes should be performed in year 2004. With the addition of project -generated traffic, no additional mitigation is needed for year 2004. By year 2009, an exclusive eastbound right -turn lane is recommended due to the increase in background traffic. With the addition of project -generated traffic, no additional mitigation is needed for year 2009. By year 2024, it is recommended that all approaches have an exclusive left -turn land, one through lane, and one shared through/right-tum lane. The year 2024 mitigation is needed with or without the addition of project -generated traffic. Signal phasing for years 2004 and 2024 should include protected -permitted left -turn operation for all exclusive left -turn lanes. 19 • 3. At the intersection of Linder Road with the school's main vehicular access, the southbound approach needs an exclusive left -turn lane. The northbound approach should be widened to maintain a direct alignment with the southbound approach. The westbound approach should be constructed with an exclusive left and an exclusive right -turn lane. The exclusive left -turn lane will also be shared with future through movements as development occurs west of the school. As Section 35 to the west of the school develops, any access to it on this section of Linder Road should align directly across (west) Linder Road from the school's main vehicular access. It is anticipated that by year 2009, there will be an access to Section 35 across from the school access. By the year 2009, a traffic signal will be needed in order to mitigate for the total traffic conditions. By year 2024, an additional through lane will be needed in the northbound and southbound directions to mitigate for both background and total traffic conditions. Signal phasing for years 2009 and 2024 should include protected -permitted left - turn operation for all exclusive left -turn lanes. 4. Site Information: The site currently has an existing single-family dwelling. 5: Description of Adjacent Surrounding Area: The surrounding area is primarily newly approved single-family residential dwellings. a. North: The newly approved Baldwin Park Subdivision (272 -lot residential subdivision) b. South: Agricultural land with single-family dwelling c. East: Agricultural land with single-family dwelling d. West: Agricultural land with single-family dwelling and Bridgetower Subdivision 6. Impacted Roadways Linder Road Frontage: 1,320 -feet Functional Street Classification: Minor Arterial Traffic count: South of Chinden Boulevard was 6,182 on 6-6-00 Level of Service: LOS C Speed limit: 45 MPH Ustick Road Frontage: Functional Street Classification Traffic count: Level of Service: Speed limit: None Minor Arterial 6,277 west of Linder Road on 4-10-02 LOS C 45 MPH 7. Roadway Improvements Adjacent To the Site Linder Road consists of two traffic lanes with no curb, gutter, or sidewalk abutting the site. 8. Existing Right -of -Way Linder Road currently has a total of 50 -feet of right-of-way (25 -feet from centerline). 9. Existing Access to the Site There is currently a driveway that is located approximately 200 -feet north of the south property line. There is also an existing irrigation access that is located abutting the north property line. 10. Site History The District reviewed this site in 2002 for the annexation and rezone into the City of Meridian (MAZ02-013). C. 11. Five Year Work Program As of this point in time, there are no projects in this area that are in the District's Five Year Work Program. 12. Other Development in Area/Miscellaneous Staff has recently been receiving large amounts of inquiries from developers in the northwest Meridian area. Many developers are prepared to plat entire section -miles, and have site plans developed. The preliminary plans generally include 700 to 900 residential lots, schools, office/commercial lots, and city and neighborhood parks. Some of the large developments within the North Meridian Planning area include: Bridgetower Subdivision, Keltic Heights Subdivision, Baldwin Park Subdivision and Utility Subdivision. ♦ On October 17, 2001, the Commission approved a rezone application and a sketch plat for Keltic Heights Subdivision. Keltic Heights Subdivision is proposed to be 1,522 lots. The applicant proposed 929 residential lots, 8 commercial lots and a 585 -unit multi -family subdivision on 452.16 -acres. ♦ On October 17, 2001 the Commission approved a rezone and preliminary plat application for an 8 -lot industrial subdivision on 34.6 -acres (Utility Subdivision). ♦ On November 7, 2001 the Commission approved rezone and annexation application for 370.55 acres. The Commission also approved a preliminary plat for 336 lots on 175.91 acres and conditional use approval for a total of 692 single-family residences, 59 senior housing units, 17 office lots, 10 commercial lots, and an elementary school (Bridgetower Subdivision). ♦ On February 6, 2002, the Commission approved a preliminary plat application for a 272 -lot residential subdivision on 78 -acres (Baldwin Park). ♦ On April 17, 2002, the Commission approved a preliminary pat application for a 285 -lot subdivision on 75.4 acres (Heritage Commons Subdivision). ♦ On May 22, 2002, the Commission approved a preliminary plat application for an 876 -lot mixed- use subdivision. The subdivision consisted of 862 single-family dwellings, 171 multi -family dwellings, 11 office buildings, 1 commercial building, 1 fire station, 1 city park and 1 private park (Lochsa Falls Subdivision). ♦ On August 7, 2002, the Commission approved a preliminary plat application for a 432 -lot single- family subdivision on the northeast corner of Ten Mile Road and McMillan Road (Bridgetower Crossing East). ♦ On August 21, 2002, the Commission approved a preliminary plat and rezone for a 144 -lot residential subdivision located on Meridian Road, between McMillan Road and Ustick Road (Sundance Place Subdivision). ♦ September 24, 2002, the Commission approved a preliminary plat and rezone for a 120 -lot residential subdivision on 39.96 -acres, located on Black Cat Road between Cherry Lane and Franklin Road (Castlebrook Subdivision). ♦ On October 23, 2002, the Commission approved a preliminary plat, conditional use and rezone for an 89 -lot residential subdivision on 15 -acres, located on Linder Road between Ustick Road and McMillan Road (Cobblefield Crossing Subdivision). ♦ On November 6, 2002, the Commission approved a 327 -lot residential subdivision on 119 -acres, located south of McMillan Road and west of Locust Grove Road (Havasu Creek Subdivision). ♦ On November 6, 2002, the Commission also approved a 578 -lot mixed-use subdivision on 200 - acres, located on Ten Mile Road between Deer Flat Road and Ardell Road. Due to the large number of inquiries in this area, staff and the development community realized that the potential for development in this area is extreme and the traffic impact studies that each individual 7 0 • developer was submitting did not include the major surrounding developments that are "in the works". If staff examines each development individually, the roadway system appears adequate, but when staff begins to add in a second or third large-scale development, the traffic capacities of these roadways (Ustick Road, McMillan Road, Ten Mile Road, Linder Road) reach their 2020 planning thresholds. Based on development patterns in this area, and the concern surrounding the abutting roadways, ACHD hired Washington Group to conduct a traffic impact study of the northwestern Meridian area from Ustick Road to Chinden Boulevard, and from Meridian Road to one-half mile west of Black Cat Road. One option for funding improving these roadways is the implementation of an extra -ordinary impact fee overlay district. The second phase of the study, the economic phase has been initiated and will focus on the cost of the improvements deemed necessary by the study, including right-of-way costs. The outcome of the economic study has provided the District with an estimate of the costs to improve the roadways in the North Meridian Planning Area to handle the traffic generated by the proposed developments in the area. This final estimated cost is not yet available, as staff is still reviewing street section options that may reduce the right-of-way costs. The following Executive Summary is from the completed North Meridian Traffic Study. It examines the improvements that are anticipated within the North Meridian Planning Area: EXECUTIVE SUMMARY OF THE NORTH MERIDIAN TRAFFIC STUDY The proposed 12 -square mile study area between US 20/26 and Ustick Road and between McDermott Road and Eagle Road (Sections 25-28, 33-36 of T4N R1 W and sections 29-32 of T4N R1 E), is selected Ada County Highway District (ACHD) for anticipated development build out. The following are the principal findings and recommendations of the study: ♦ By the year 2020 the study area is anticipated to develop an additional 17,599 dwelling units, 2,744,000 sq. ft of office buildings, 1,929,000 sq.ft. of retail buildings, 12 elementary schools, 2 senior high schools, 2 junior high schools, 38,260 sq. ft of church buildings, and approximately 60 acres of park. ♦ The build out scenario of the study area is projected to generate an average daily traffic (ADT) of 276,764 vehicles per day (vpd), of which the peak hour traffic (PHT) will be 28,206 vehicles per hour (vph). Out of these trips approximately 10% of the trips remain internal within each section, and 6% of the trips are pass -by trips. ♦ The distribution of the traffic from all of the study area sections indicate that approximately 30% traffic directed towards south, 27% of the traffic directed towards east, 21% of the traffic directed towards west and north. The remaining 22% of the traffic is distributed within the study area. ♦ At build out, traffic on the arterials is expected to significantly increase (see Table 4). ♦ All of the arterial intersections in the study area are currently operating at acceptable level of service of "C or better. ♦ By the year 2020, the majority of study intersections are projected to meet the peak hour traffic signal warrant. ♦ A proportionate share of the impacts of the individual sections at each of the study area arterial intersections is summarized in Table 6. 0 0 • ♦ Several mid -mile intersections may warrant traffic signals due to the heavy left turn traffic volume. ♦ Chinden Boulevard is forecasted with 5 -lane section in the study area. Right turns lanes may be required at some access and arterial intersections. ♦ McMillan Road is forecasted with a 5 -lane section east of Black Cat. McMillan Road is forecasted with a 3 -lane section west of Black Cat. At arterial intersections and at access intersections right turns lanes may be necessary. ♦ Ustick Road is forecasted with a 5 -lane section east of Black Cat. Ustick Road is forecasted with a 3 -lane section west of Black Cat. At arterial intersections and at access intersections right turns lanes may be necessary. ♦ Linder Road forecasted with a 5 -lane section in the study area. At arterial intersections and at access intersections right turns lanes may be required. ♦ McDermott Road is forecasted with a 3 -lane section in the study area. At arterial intersections and at access intersections turn lanes may be required. ♦ Black Cat Road is forecasted with a 3 -lane section in the study area. At arterial intersections right turn lanes may be required. ♦ Ten Mile Road is forecasted with a 5 -lane section in the study area. At arterial intersections and at access intersections turn lanes may be required. ♦ Meridian Road requires a 3 -lane section north of McMillan and 5 -lane section south of McMillan in the study area. At arterial intersections right tum lanes may be required. ♦ Locust Grove Road requires a 3 -lane section in the study area. At arterial intersections right turn lanes may be required. At Ustick Road a 5 -lane section is forecasted. Staff recognizes that the amount of right-of-way dedicated with these improvements is overwhelming, and that ACHD may not have the funds to purchase such a large amount of right- of-way. In this situation it is likely that impact fee offset agreements will be utilized to offset the amount of money that ACHD will pay out-of-pocket to acquire the right-of-way. B. Findings for Consideration Right -of -Way District policy requires 96 -feet of right-of-way on arterial roadways (Figure 72-F1 B). This right-of-way allows for the construction of a 5 -lane roadway with curb, gutter, 5 -foot concrete detached sidewalks and bike lanes. Modification of Policy. The applicant has expressed an interest in dedicating less right-of-way (38 -feet from centerline) and placing the sidewalk on Linder Road within an easement. The District is supportive of the applicant dedicating the amount of right-of-way that is required for the construction of the roadway due to the fact that the District may construct the roadway without having to compensate the applicant for additional right-of-way. The applicant should dedicate an adequate amount of right-of-way (38 -feet from centerline) that can accommodate one half of a 72 -foot street section with curb, gutter and a 2 - foot utility easement with an easement for the 5 -foot concrete sidewalk. 2. Sidewalk District policy requires 5 -foot wide (minimum) concrete sidewalk on all arterial streets (7204.6.5). The applicant should be required to construct a 5 -foot wide sidewalk on Linder Road. 9 3. Driveway Locations District policy F2 -F5, requires driveways located on collector or arterial roadways with a speed limit of 45 to align or offset a minimum of 230 -feet from any existing or proposed driveway. Three site accesses to the school are proposed. The principal vehicular access is proposed to be located at approximately the mid -point of the site frontage, approximately 650 -feet north of the south property line, between the other two proposed accesses. This access is proposed as a full movement access approximately 1/3 of a mile north of Ustick Road. This location meets District policy and should be approved with this application. The northernmost access is proposed to be a full movement access located approximately 340 -feet north of the middle driveway. This location meets District policy and should be approved with this application. The southernmost access is proposed as an exit -only access, located approximately 510 -feet south of the middle driveway. This driveway meets District policy for location and should be approved with this application. 4. Driveway Design and Construction District policy 7207.9.3 restricts commercial driveways with daily traffic volumes over 1,000 vehicles to a maximum width of 35 -feet. Graveled driveways abutting public streets create maintenance problems due to gravel being tracked onto the roadway. In accordance with District policy, 7207.9.1, the applicant should be required to pave the driveways on Linder Road to their full width (maximum 35 -feet) and at least 30 -feet into the site beyond the edge of pavement of the roadway and install pavement tapers with 15 -foot radii abutting the existing roadway edge. C. Site Specific Conditions of Approval Dedicate 48 -feet of right-of-way from the centerline of Linder Road abutting the parcel by means of a warranty deed. The right-of-way purchase and sale agreement and deed must be completed and signed by the applicant prior to scheduling the final plat for signature by the ACHD Commission or prior to issuance of a building permit (or other required permits), whichever occurs first. Allow up to 30 business days to process the right-of-way dedication after receipt of all requested material. The owner will be paid the fair market value of the right-of-way dedicated which is an addition to existing ACHD right-of-way if the owner submits a letter of application to the impact fee administrator prior to breaking ground, in accordance with the ACHD Ordinance in effect at that time (currently Ordinance #195). OR Dedicate 38 -feet of right-of-way from the centerline of Linder Road abutting the parcel by means of a warranty deed. The right-of-way purchase and sale agreement and deed must be completed and signed by the applicant prior to scheduling the final plat for signature by the ACHD Commission or prior to issuance of a building permit (or other required permits), whichever occurs first. Allow up to 30 business days to process the right-of-way dedication after receipt of all requested material. The owner will be paid the fair market value of the right-of-way dedicated which is an addition to existing ACHD right-of-way if the owner submits a letter of application to the impact fee administrator prior to breaking ground, in accordance with the ACHD Ordinance in effect at that time (currently Ordinance #195). 2. Construct a 5 -foot concrete sidewalk on Linder Road abutting the parcel. If the sidewalk is located within 48 -feet of right-of-way from centerline, the sidewalk shall be 2 -feet within the new right-of-way/property line. In no case shall the sidewalk be constructed closer than 43 - feet from centerline. Provide the District with an easement for any portion of the sidewalk that 10 is not located within the right-of-way. Coordinate the location and design of the sidewalk with District staff. 3. Construct a driveway on Linder Road located approximately 115 -feet north of the south property line, as proposed. Pave the driveway to its full width (maximum 35 -feet) and at least 30 -feet into the site beyond the edge of pavement of Linder Road and install pavement tapers with 15 -foot radii abutting the existing roadway edge. 4. Construct a driveway on Linder Road located approximately 650 -feet north of the south property line and approximately 510 -feet north of the proposed south driveway, as proposed. Pave the driveway to its full width (maximum 35 -feet) and at least 30 -feet into the site beyond the edge of pavement of Linder Road and install pavement tapers with 15 -foot radii abutting the existing roadway edge. 5. Construct a driveway on Linder Road located approximately 310 -feet south of the north property line and approximately 335 -feet north of the proposed center driveways, as proposed. Pave the driveway to its full width (maximum 35 -feet) and at least 30 -feet into the site beyond the edge of pavement of Linder Road and install pavement tapers with 15 -foot radii abutting the existing roadway edge. 6. Other than the access points that have specifically been approved with this application, direct lot access to Linder Road is prohibited. 7. Comply with all Standard Conditions of Approval. D. Standard Conditions of Approval 1. Any existing irrigation facilities shall be relocated outside of the right-of-way. 2. All utility relocation costs associated with improving street frontages abutting the site shall be bome by the developer. 3. 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. 4. Utility street cuts in pavement less than five years old are not allowed unless approved in writing by the District. Contact Construction Services at 387-6280 (with file numbers) for details. 5. 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. 6. 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. 11 7. 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. 8. 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. 9. It is the responsibility of the applicant to verify all existing utilities within the right-of-way. Existing utilities damaged by the applicant shall be repaired by the applicant at no cost to ACHD. The applicant shall be required to call DIGLINE (1-800-342-1585) at least two full business days prior to breaking ground within ACHD right-of-way. The applicant shall contact ACHD Traffic Operations 387- 6190 in the event any ACHD conduits (spare or filled) are compromised during any phase of construction. 10. 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. 11. 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 a waiver/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. E. Conclusions of Law 1. The proposed site plan is approved, if all of the Site Specific and Standard Conditions of Approval are satisfied. 2. 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. Attachments 1. Vicinity Map 2. Site Plan 3. Appeal Guidelines 12 0 we peO "`e-rt'�n rr wy • 0 Request for Appeal of Staff Decision Appeal of Staff Decision: 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. 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. APPEAL GUIDELINES 13 CITY OF MERIDIA Planning & Zoning Depa t 660 E. Watertower Ln., Ste. 202, Meridian, ID 83642 (208)884-5533 Phone / (208)888-6854 Fax CERTIFICATE OF ZONING COMPLIANCE (CZC) APPLICATION (Section I 1-19-1, Zoning and Development Ordinance) „ PROJECT NAME: Z 1W, APPLICANT: ZP41 ,940 Ci„/,9v PHONE: ,3y.5•,ep1077 FAX: _3 -VW- 9007- E-MAIL: S`fert scn AI.G.4"Al .CO� OWNER(S)OF RECORD: jolfi T S* d&VZ, JD,14-0ier AVO- 7 - ADDRESS: ADDRESS: '? / / M6r-/z>'/'4�_ ,X! /l7 8340'.r/Z PHONE: AM - G70/ FAX: M • o 700 E-MAIL: ARCHITECT (IF DIFFERENT THAN APPLICANT):-o,OL/G►,oyT ADDRESS: PHONE: FAX: E-MAIL ADDRESS, GENERAL LOCATION OF SITE: L liyD,n2 ltpf.,o mWlAirov MCMIU A CUs/7CA DESCRIPTION OF USE: IW" *14'0121415� Xe4epe C &�S/1Z= AH�ciwirj j PRESENT ZONE CLASSIFICATION: Z el I, As466 MACH ice}" do hereby affirm that I will agree to pay any additional sewer, water or trash fees or charges, if any, associated with the use that Uwe have applied for, whether the use be residential, commercial or industrial in nature. Furthermore, I have read the information contained herein and certify that the information is true and corre . ( a s Signature) (Date) Rev. 2 / 02 - F-7 f, 4