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10 Mile Christian Church Park CZC 06-023• S~~'~ ~, CITY OF `. ~1'IG~1G~~1 ~ . ll IDAHO ~~ CERTIFICATE OF ZONING COMPLIANCE* Date: March 15, 2006 Project Name: 10 Mile (cherry,) Christian Church Park/Groundbreaking- CZC-06-02E(~ Owner: Cherry Lane Christian Church Site Address: Lot NWC Ten Mile and Franklin, North of Ten Mile Creek Proposed Use: Temporary Use to allow construction of a gazebo and allow the ground breaking ceremonies in June 2006 March 15, 2006 to March 15, 2007 Zoning: Comments: Conditions of Approval: • This temporary use is allowed from March 15 2006 to March 15, 2007 (UDC 11-3E 4A1.) • The temporary use is allowed in conjunction with AZ-OS-023 and development agreement The temporary use does not meet the criteria for permanent occupancy of the structure and all perimeter landsc wing and recLuired improvements must be approved through an additional conditional use and Certificate of Zoning Compliance. • All structures and/or the display of merchandise shall comply with the setback requirements of the district within which it is located (UDC 11-3E-4B1) • The use shall not result in the construction of any permanent structures that would not otherwise be permitted subject to the regulations of this Title (UDC 11-3E-4C2) The gazebo structure shall be included in any subsequent application for Certificate of Zoning Compliance for permanent facilities. • Any temporary structures shall be portable and completely removed at the end of the allowed time period (UDC 11-3E-4C3) • The applicant shall obtain any necessary building permits (UDC 11-3E-4C4) • Adequate off-street parking shall be provided to serve the use (UDC 11-3E-4E1) • All surfaces used for parking, shall be constructed with paving vegetative cover, or of a i !~ dustless material (UDC 11-3E-4E4) • All signs erected in association with the use shall be in compliance with the regulations for si ng s Chapter 3 Article D SIGN REQUIREMENTS of the Meridian City Municipal Code (UDC 11-3E-4F) • The site shall be returned to a clean condition after the termination of the use, including free of debris and garbage (UDC 11-3E-4H1) • When required, the applicant or owner shall obtain a building permit to convert the gazebo to a permanent structure or shall remove the gazebo within the required time frame • The use shall comply with any guidelines, regulations and permitting process required by any authorizing public agencies, including but not limited to, the Central District Health Department, Transportation Authority, and Meridian City Departments. • Comply with all other applicable City Code. S aa,~ o h Guenther ssociate City Planner *This letter does not indicate compliance with requirements of other departments/agencies, including, but not limited to, Ada County Highway District, Central District Health Department, affected irrigation district(s), Meridian Sewer, Water, Building or Fire Departments, Sanitary Services Co., Idaho Transportation Department, etc. This letter shall expire one (1) year from the date of issuance if work has not begun. °i ~M ~_~ ~ ~ ,/' CITY OP MyS 'f Ai 4 , *~ ~ Ir)AHO 1'' ~; ~~ , ~l '~,- '~v~'R ~ DMINISTRATIVE REVIEW APPLICATION ' i is~i ~~- ~~~ ~~ ~~~.~ of Review Requested ^ Accessory Use ^ Alternative Compliance ^ Certificate of Zoning Compliance ^ Conditional Use Permit Minor Modification ^ Design Review ^ Property Boundary Adjustment ^ Short Plat 'E~ Temporary Use Certificate of Zoning Compliance ^ Time Extension (Director) ^ Vacation ^ Other nt Planning Department -'~~~5 Applicant name: / r!"e Applicant address: O ~ ° G/- Applicant's interest in pro~rty: ^ Own ^ Rent ^ Optioned ~J Other ~ .. Owner name: _~ Jr/tr~/Y ~'~ Owner address: ~ ~7 ~ ~ Agent name (e.g., architect, engineer Firm name: ~~~~~ Address: ~ ~ 1 ~ Primary contact is: ^ Applicant ^ Contact name: E-mail: Q. Subject Property Information Location street address: __ _ ~ ~ Phone:~~f~0' ~7 ~®~ Zip: ~~ 70 . L_ F n ^~ ~ .S ~+An~- hone: ~~ ``.!~L` ~ d ~ Zip: ~ `~'T~ Phone: T!' ~J ~ ~ 3?~ Zip: d J~~gent Q Other / . J (J A Phone: ~~~1' ~~ ~i~'~(~ Fax: Assessor's parcel number(s): ~ IZ~ ~ 1,~~`D~D Township, range, section: Total acrea e• ~ a ~ `~ ~'~~ 5 Current land use: V , C~~wQ.s~'Wte ~~ o~CrD~ STAFF USE ONLY: File number(s)/•7.(,-0,~-02'3 .Project name: Ci"~'" ~`- l i5`~~"~'' ~ ' Date filed: ~ ~~ ~~. D~ate~co-mplete: Assigned Planner: ' ' ~~~ ~ ~~ Related files: > ~~ " O ~.~ (~2~j g• Current zoning district: ~'~ 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancitv.or~ I Project Description Project/subdivision name: General description of proposed project/request: _ Proposed zoning district(s): Which irrigation district c Primary irrigation source: Acres of each zone proposed: Type of use proposed (check all that apply): ^ Residential Commercial ^ Office ^ Industrial ^ Other Amenities provided with this development (if applicable): ~A~~.6~6~'e 4X~~ Who will own & maintain the pressurized irrigation system in this development? GliG~ _ Aw A _ Square footage of landscaped areas to be irrigated connection is City water): CLING Residential Project Summary (if applicable) Number of residential units: Number of building lots: Number of common and/or other lots: Proposed number of dwelling units (for multi-family developments only): 1 Bedroom: 2 or more Bedrooms: ~i Minimum square footage of structure(s) (excl. garage): Proposed building height: Minimum property size (s.f): Average property size (s.f.): GTOSS density (DU/acre-total land): Net derislty (DU/acre-excluding roads & alleys): Percentage of open space provided: Acreage of open space: Percentage of useable open space: (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): Type of dwelling(s) proposed: ^single-family ^ Townhomes ^ Duplexes ^Multrfamily Non-residential Project Summary (if applicable) Number of building lots: Other lots: Gross floor area proposed: Hours of operation (days and hours):- ~ ~~ Percentage of site/project devoted to the following: Existing (if applicable): Building height: Landscaping: Building: Paving: Total number of employees: Maximum number of employees at any one time: Number and ages of students/children (if applicable): Seating capacity: Total number of parking spaces provided: Number of compact spaces provided: Authorization Print applicant name: Applicant signature: ~ %~ __ Date: ~~ _ ~ ~ " ~f 66 wer Lane, ite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancitv.org 2 February 14, 2006 City of Meridian Planning & Zoning 660 E. Watertower, Suite 202 Meridian, ID 83642 Attn: Joe Guenther or Anna Powell, Dear Joe: Re: CLCC CZC request BRS Project No. 05222.01 Pursuant to the successful approval and conclusion of the annexation submittal and development agreement No. AZ-05-023, the applicant, Cherry Lane Christian Church, (represented by BRS Architects) respectfully requests a Certificate of Zoning Compliance for a limited scope improvement to the before mentioned property. The improvements include lawn, landscaping, a paved rose garden path and Gazebo structure on approximately 1 acre of land. These improvements are intended to serve as a limited scope improvement for a specific event function, and celebration of the Cherry Lane Christian Churches' 100th year anniversary to occur on June 6, 2006. The 100 year anniversary event would include a ceremonial ground breaking and picnic to officially kick off the beginning of the design process and construction of the larger church project across 10 mile creek. As this is intended to be a single event use, it is the request of CLCC to be allowed this limited scope of improvement without providing at this time a paved connection, or parking lot adjacent 10 mile road in lieu of the ACHD design and specifics of the right of way still being concluded. A future connection of asphalt paving, parking lot, and bathroom facilities would be provided in the next phase of construction as ACHD's plans, and CLCC's funding becomes available. It is the hope of CLCC to make this "pocket park" property fully accessible and useful to the community and its congregation as soon as possible. We look forward to working with you to develop this limited scope of work in a manner that meets with your approval, and with the churches currently limited funds to be able to celebrate this milestone event in its history. Should you have any questions and/or clarifications regarding this application, please do not hesitate to call. 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F a= o : °a~ s € ~ °~`m ° ~ 5 g o a~g pq $ g~ b "a e ~ a^ a a s~ i eww® nrrm~ nwr iva • ~ - - • YIID S At1AN18 Sf. 6 ~ ~ 10 MILE CHRISTIAN CHURCH 1 v, ~ POCKET PARK , ~ ~~~ ~,~ ~ ~ ~ NMG~NAIO~PWfm84 pRC HITECTS i~ ~ ~ ~ ~r-24-05 09:1 Cherr ~ ~ ^ _ . ~ ^ ~ ~~ ~< ~w,.n r- Lane Christian ~ 1 ~ 8841520 P_O1 ~~ ~ ~ ~ •~ "•r AOA COUIRY RECOflOER J. DAVID MAYARIIO G MAfI TO: 6018E 1DAN011121Ar9 11.61 AM Cherry Lan~rrlstlan Church, inc. 7511 W. Cherry Lane Merldlan, ID B364Z File No.; 4101-227706 (NA) Date: November 17, 2003 For Va{ue ReoelVed, W W propartles, LLL, hereinafter referred to as Grantor, does hereby grant, bargain, se0 and convey unto Cherry u-ne Ch ~^e MeridlanlnID 83642,~tfief f I o Ireng described whose current address Is 2511 W, Cfierry , premises, situated in Ada County, Tdaho, to wit See Exhlblt "A' attached horsto and made a part tfiaraof. APN; S1211)'i49005 TO NAYS ANU f0 IIOLO the Bald prendseS, with [belt appurtenances, unto Bald Gn+rdee, and w the Grantee's belts and assigns forever. And the sold Grantor does hereby rnvenanl to and with the Bald Grantee, that Ne Grantor Is the owner In fee s{mpla of Celd premises; that satd premises are free from all encumbrances exrept current years taxes, Icvlas, and assessments, and except U.S. Patent reservations, resMctions, easements of record and easements v1slDle upon the premises; and that G[ahtor well warrant and rJ2rend the same. from all Balms whatsoever, W W Piop~. LLC / .---- raye Wolfe, Member STATt err' Idaho ) CUUNTY OF Ads ) On this ,~ Bar of November, 2003, before me, a Notary PuDIIC in and for said Stare, ppr.~rnally appeared Graya Wolfe, known or Identltled to me to be the person whose name Is subscribed [o the wlthln Instrument as NemDOr of the W W Prnpertle.+, LLC, Ilmited Ilablllty company, and acknowNxlyecl la me that sucfi Ilmlted company e,eex'uleel same. 1n witness whereof, f have hereunto set my hand enA al-Ixed my offklal seal the day and year In this certificate Flrst above written. r" ' pwruu~ -• ..-- Q•t'SB ROB Nob Public for the State. of Idaho :F~ ~~~" ~'1,,, rlesldinp at Nampa, 1D r107AR~ i My Comrtdsslon Expires: 4/x6/2007 * ~~~ R '- v AVBLtG ! .._ OP l1) __, 2 DEPUfY Ea61Y8101eaem III I~~~~~~~~~~~~~~~~~~~~~~~H~~~~~~~~ lIECOIIDED- NEOUESI OF Flyd Amnicen 103195945 gAroUNT e_m WARRANTY Dety First American Title Com~~any ~f Idol:c~ ®~ ~ ^ O ~r-24-05 11 :03~Cherr_ Lane Christian ~ 1 2L-~ 8841520 ^°-o°~ n~ s~ ~ AFFTDAV.IT OF LEGAL INT~~IREST STATE OF IDAHO ) COCINTY OF ADA ) I, l.arry L. Woadard,'of 1'O Box 365, Meridian, ID 83G42, being first duly sworn upon oath and, depose and say: 1. That l am the delegated authority of the described property attached, and on behalf of Cherry Lane Christian Church, 2S1 l 'W. Cherry Lane Meridian, Idaho 83642 (Mailing address being PO 13ox.671, Meridian, Xp 836801 to submit the accompanying application pertaining to .that property (see attached deed and legal- description). 2. 1 agree to indemnify, defend, and hold the City of Meridian and it's employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. Dated this ~'~~~ da of Ca , 2005, y ~~ ~~ ( ignalure) StTB5CRIBED AND SWpItIV to before me the day and year lirst,above written. ~,~ ..SGF~I,IN,gN~ . ~O1'q,S,y -~- QUB LAG . sl'~rE pp~10-~~~ P • ,~ Notary Public for Ida ~o Residing at M~ r ;r9 , ~~;9 My Commission Expires ~ -c1 ~..~~ P_O1 r-O1-05 02:3~herry-Lane Christian 1 20f 8841520 ,., ,,. ~. ~vv~ r ..~~~ ur ~n~nl + ~~ i ~ N0. 4162 ^,~~'^ ~^~^ AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) . ) COUNT'Y' OF ADA ) I, Larrv Woodard of Cherrv bane 2 11 W. Cher Lane (~~°) Chxistiaxl Church (address) meridian ~6 fast duly sworn upon _ Idaho oath; deposo and say: (sty) (state) . 1. That I am ffie record owr~cr of the ptopcrty described ou tht attached, and I grant my permission to: Steve Pardew of BRS 1010 S. Allante ~lace#100 (name) Architects (address) ~ais.e, 83709 to submit the accompanying application pertaining to that p~eny_ 2. I agree to indemnify, defecrvd and hold the ttity of Meridian and it's etnployees ham~less from any claim or liability resulting from any dispute as to tlac statrmtnts contauuod herein or as to the ownership of tho proputy which is the subject of thei application_ Dated this ( ~ day of Ta 20 ~ ~ (Signs e SUBSCRIBED AND SWORN to befora me the day and yeTr first above writtean. GPp,IG IFS/ ~, ~ r ,,~ 9~ Notary 'c for Idaho ~~-- Residing at ~•~G' ~ ~,,,w,~.~ AU6 L ~~' My Commission Expires: ~? S~ f,F ~ icy ~~~rf ,O F 1D -~~~ P. 2i 2 P_Ol Rer. !L/U3/A3 ANNEXATION EXHIBIT MAP FOR CHERRY LANE CHRISTIAN CHURCH A PORTION OF THE SE 1/4 OF SECTION 10 TOWNSHIP 3 NORTH, RANGE 1 WEST. BOISE MERIDIAN ADA COUNTY, IDAHO E1/4 CORNER 2Q05 .SECTION 10 N Of O~ UNION PACIFIC RAILROAD ~ RAILROAD RIGHT OF WAY 1 ~^ ~,+ o a~ o .~ ~~ I c~1 -- -- -- -~54~~E~ -- -- W O I^ cV ~lo Z I~ A O C4 LEGEND W _ ~ SECTION LINE I ( t-~ _ ~ D - - PROPERTY BOUNDARY T ' I"'I 9 ~° A,+,. LA - WIDE PRESCRIPTIVE ROAD EASEMEN - 25 I I _ ~ N ~0 S 7 RAILROAD RIGHT-OF-WAY I ~ 1~~~~G ~ ~ f FOUNO BRASS CAP ~ w ~ 4 ~ ~ ® FOUND ALUMINUM CAP ~ [--~ 1 13 3 5 ~~ } ~ • FOUND 5/8" REBAR FOUND 1 2 REBAR W/CAP ^ ° I r „~ I I ~T' t 6401 MARKED LS I CFA rf 0 ~ \~P •~ t 'yFN R . ~-~'~ 1082.05' 9 558.62 - ®- N89'40'29"W 2640.67' - - ~ - - - S 1/4 GORNER II I -10 11 -- -- -- 1514 SECTION ,D ~ FRANKLIN ROAD SCALE 1 "=300' DETAIL FILENAME: C046352_ANNEX_BS.DWG CREATION DATE: 04/12/2005 P I 1 ~! 1 ~l C LE ~ DRA RNL BY: Engineers, Inc. CHECKED BY: 12552 W. Executive Dr., Sulte B, Bolse, Idoho 83713 K N S (zoa) 887-77so LAMP TYPES: Standard or Pulse Start Metal Halide, High Pressure Sodium, and Compact Fluorescent. SHADE AND CROWN: Die Cast Aluminum. TRANSITIONS: There are four available transitions between the crown and shade. N -Non Luminous for areas where dark skies are critical; as well as H -Horizontal and V -Vertical louvers for architectural appeal, and R -Rings to add a touch of whimsy. Rings are available in clear acrylic or aluminum. Aluminum rings can be painted to match or contrast with the fixture. BRACKETS: Brackets are extruded and cast aluminum assemblies or fabrications. All decorative elements are die cast or extruded aluminum. FINISH: Available in metallic silver, satin verde green, bronze, black, white or buff polyester powder coat. LENS: Flat or Contoured tempered glass lenses are available. Lens is sealed to the lens frame casting. GASKETS AND SEALS: Silicone gaskets seal the lens to the housing and the crown to the shade. All gaskets and seals are extruded, molded or die cut silicone. OPTICS: Four distributions - Type II, III, V, and Forward Throw Perimeter. Shade attachment allows field orientation of optics in 90° increments. LAMPHOLDER: Matched to the lamp. Glazed porcelain, medium or mogul base, 4KV pulse rated with spring center contact. BALLASTS: High power factor for -20°F starting is standard. Universal electronic for 120- 277V, 50 or 60HZ operation is available for some wattages. COLOR BANDS: Accent color decals are available in nine colors, and guaranteed for five years against peeling, cracking, or fading. FASTENERS: All exposed fasteners are black oxide coated stainless steel. BASE COVER: Optional Decorative or Contemporary base covers have two-piece die cast construction with stainless steel fasteners. Base covers are polyester powder coated to match pole. CROWN DIMENSIONS S = Small M =Medium s.oo°ms ~00"rZJM 12.03" S 13.53" M a.oo°~ss 9.00"PJM 12.00" 5 13.~ M H-HORIZONTAL LOUVER N-NON LUMINOUS a.oo°v~s I ° 00•'fdM 12.03"S 13.53"M V-VERTICAL LOUVER SHADE DIMENSIONS S = Small M =Medium A-ANGLE SHADE F-FLARED SHADE ~sl la LSBV CC S ~i~ f , ~f/ !~ ~ _ I ....-'I ~~ ! . C PF LSAN CH D180 B-BELL SHADE .- ~~ LSFH CC D180 mt~t S NAures `784701#' casslflcatlon. z° s is2" s ~" S ~~~M ,.~~„M 8.5~"M 19.50"OJS 19.50"~S IF--22.00"SAS 23.00"~M _ - _ ---27.00"~F7- 25.50"CAM ~• Project Name i Fixture Type I ~,~,~~„~ Catalog # I O~tdoar ~~ s.oo"vas 9.00"OJM 12.03" S 13.5~M R-RINGS e ~L us LISTED wet location O 2006 LSI INDUSTRIES INC. GREENLEE LIFESTYLE SERIES ariousreflectorsare rotectedb U.S.PatentNo.6464378. LS 175MH TYPE 2 OPTICS 3MH 2MH IMH 03MH LS175MH TYPE 5 OPTICS ,.~-_ ~.~ 2MH IMH B .A '' -j 0 Mountlng Htl t Uforyle Small A B C D E F 10 1280 5.12 2.56 1,28 .51 .26 12' 8.89 3.56 I.7B 0.89 0.36 0.18 14' 6.53 261 1.31 0.65 0.26 0.13 16' 5.00 200 I.00 Q50 0.20 0.10 IB' 3.95 1.58 0.79 0.40 0.16 0.08 20' 3.20 1,28 0.64 0.32 0.13 0.06 24' 222 QB9 0.44 0.22 0.09 0.04 -,.-~-~ ~ IMH c ~ 2MH t 3MH Front Front 3MH 2MH IMH 03MH 2MH f IMH B 0 r A IMH 2MH I 3MH ~: From H IMH 03MH LS 175MH TYPE 3 OPTICS Mountlng Helght Ulestyle Small A B C D E F 0 1280 5. 2 2,56 I. 0.5 0.26 12' B.B9 3.56 1.78 0. 0.3 0.10 M' 6.53 261 1.31 0.65 0.26 0.13 16' 5.00 200 I.00 0.50 0.20 0.10 IB' 3.95 I.58 0.79 0.40 0.16 QOB 20' 3.20 1.2B 0.64 0.32 0.13 0.06 24' 2.22 0.89 0.44 0.22 0.09 0.04 zMH LM 320 PSMH TYPE 2 OPTICS IMH " 0 A IMH 2MH 3MH Front 3MH 2MH^IMH 03MH Flom Mounting Htl c Ufesryle Medlum A B C D E F 10' 2880 11.52 5.76 288 I.IS O.SB 12' 20.00 8.00 4.00 200 0.80 0.40 14' 14.69 5.88 2.94 1.47 0.59 0.29 16' 11.25 4.50 2.25 1.13 0.45 .23 IB' 8.89 3.56 I.7B 0.89 0.36 0.18 20' 7.20 288 1.44 Q72 0.29 0.14 24' 5.00 200 I.00 0.50 0.20 0.10 LM 320 PSMH TYPE 3 OPTICS Mounting Hel t Llfesryle Medum A B C D E F 0 28.80 11.52 5.76 .88 I. 0.58 12' 20.00 8.00 4,00 I.00 0.80 0.40 14' 14.69 5.88 2.9.1 1.47 0.59 0.29 16' 11.25 4.50 2.25 1.13 0.45 0.23 I B' 8.89 3.56 1.78 0.89 0.36 U. I B 20' 7,20 2.88 1.44 0.72 0.29 0.14 24' 5.00 2.00 I.00 0.50 Q20 0.10 3MH 2MH IMH 03MH 2MH ~G I y C IMH jl,.y~ 8 -_i o A .','% ~ L IMH k-.-I2MH 3MH Front 3MH 7 MH IMH 03MH .~R~Fr. ~.'.` I 2MH F E IMH 0 IMH ~ 2MH ~ r .: 3MH Fro nt 3MH 2MH IMH 03MH 2MH a' ~ 'IMH F 0 A IMH ~ 2MH a• 1 3MH ~r^~~ kont Mountlng Htlght Ufesryle Small A B C D E F I 1280 5.12 2.56 1,28 0.51 0.26 12' BB9 3.56 1.78 0.89 0.36 0.18 14' 6.53 261 1.31 0.65 0.26 0.13 16' 5.00 200 I,00 .50 0.20 0.10 IB 3.95 I.SB 0.79 0.40 0.16 0.08 20' 3.20 1.28 0.64 0.32 0.13 0.06 24' 222 0.89 0.44 0.22 0.09 0.04 LS175MH TYPE FP OPTICS Mountlng H c LNesryle Medlum A B C D E F 10' 28.80 11,52 5.76 2.08 I,IS O.SB 12' 20.00 8.00 4.00 2.00 0.80 0.40 I4' 14.69 5.80 294 1.47 0.59 0.29 16' 11.25 4.50 225 1.13 0.45 0.23 IB' 8.89 3.56 1.78 0.89 0.36 0.18 20' 7.20 2.88 1.44 0,72 0.29 0.14 24' 5.00 2.00 I.00 0.50 Q20 0.10 LM 320 PSMH TYPE 5 OPTICS Mountlng Htl t Ufesryle Medlum A B C D E F 10' 28.80 11.52 5.76 2BB I.IS 0.58 12' 20.00 Q00 4.00 200 0.80 0.40 I4' 14.69 5.88 2.94 1.47 0.59 0.29 16' 11,25 4.50 2.25 1,13 0.45 0.23 IB 8.89 3.56 I.7B O.B9 0.36 O.IB 20' 7,20 288 I.q4 0.72 0.29 0.14 24' 5.00 200 I.00 0.50 0.20 0.10 LM 320 PSMH TYPE FP OPTICS Mounting Htlght Llfesryle Medum A 6 C D E F I .80 11.52 5,76 280 .IS 0.58 12' 20.00 8.00 4,00 200 0.80 0.40 14' 14.69 5.88 2.94 1.47 0.59 0.29 16' 11.25 4.50 2.25 1.13 0.45 0.23 18' BB9 3.56 1.78 0.89 0.36 0.18 20' 7,20 2.88 1.44 0.72 0.29 0.14 24' 5.00 2.00 I.00 0.50 0.20 0.10 ' Project Name I Fixture Type tsI Arcbtecttr Catalog # Ortdoau li~bdn; ©2006 LSI INDUSTRIES INC. GREENLEE LIFESTYLE SERIES LS A Lifestyle B Series F Small 50, 70, 100, 150, 175 MH E-17 Medium Base 50, 70, 100, 150, HPS E-17 Medium Base 42 CFL GX 24q-4 Type U Optics only 26/32/57 CFL Single/Dual Type U Optics onty N H R V MT-Mufti-Tapp ~ 2-Typell 3-Type III TT-Tri-Tape FP-Forward (Magnetic Ballast Throw is not available in Perimeter 50, 70, 150MH or 5 -Type V 50 HPS) UE -Electronic Universal Electronic 120-277 V 50 or 60 HZ N H R V F-Flat Lens MSV -Metallic Silver (provides SVG -Satin Verde Green full cut off) BLK -Black CT-Contoured BRZ-Bronze Clear BUF-Buff Tempered WHT-White Glass LM A Lifestyle B Series F Medium 250, 400 MHR Reduced MH-Mogul Base 250, 320, 350, PSMH Pulse Start Metal Halid 250, 400 HPS High Pressure Sodium (Requires contoured lens) LS B V 175MH MT 3 F MSV Classic Hook Double aw Straight Clevis Double CHS ~ Classic Hook Single CH W Classic Hook Wall Mount SAD Side Arm Double SCS Straight Clevis Single SCW PT Straight Clevis Wall Mount Post Top 2006 LSI INDUSTRIES INC. ' Project Name I Fixture Type I LSI ArdJtoctard Catalog # I outdoor Lfjs+t~ • GREENLEE LIFESTYLE SERIES LL -Less Lamp PC120 -120 Vott Photocell PCHV - 208- 27N Photocell RGS -Rock Guard Stainless (Not available with PT) ED -Emergency Quartz (Separate Circutt) SON -Standby Quartz non time delay SOT-Standby Quartz time delay IHSS -Internal House Side Shield Color Bands: 45-Light Gold Metallic 20 -Charcoal Metallic 55 -Black 94 -Blue Metallic 59 -Dark Green 51-Dark Red 21-Tomato Red 50 -White 700 -Aztec Silver Rings: RACLR -Clear Acrylic Rings RMBLK -Black Metallic Rings RMBRZ -Bronze Metallic Rings RMBUF -Buff Metallic Rings RMMSV - SINer Metallic Rings RMSVG -Satin Verde Green Rings CC -Curved Clevis W -Wall Mount CH -Classic Hook S -Single PA -Parallel Arm D180° -Double PM -Pendant Mount D90°-Double PT -Post Top T90° -Triple SA -Side Arm T120° -Triple SC-Straight Clevis 090°-Quad UCLS -Universal Pole Clamp- Single (CH only) UCLD180 -Universal Pole Clamp- Double (CH only) 4" S10G 10' BB 5" S7G 12' Banner Brackets S11G 14' (consult factory) 16' DBC 18' DecoratNe 20' Base Cover 24' CBC Contemporary Base Cover GFR-GFCI Duplex Receptacle WPR Weather Prooi Receptacle 94 SA S 4 S10G 16 DBC rr r 1- MT -Multi Tap is shipped standard unless otherwise specified. Multi Tap consists of 120V, 208V, 240V, and 277V. Multi Tap is pre-wired for highest voltage. Alternate voltages will require field re-wiring. 2- Tri-Tap is shipped standard for Canadian applications. Tri-Tap consists of 120V, 277V, and 347V. Tri-Tap ispre-wired for highest voltage. Alternate voltages will require field re-wiring. SAS SAW Side Arm Side Arm Single Wall Mount UCLS UCLD18O Universal Pole Clamp Universal Pole Clamp Single Double CCD Curved Clevis Double PAD Parallel Arm Double CCS Curved Clevis Single PAS Parallel Arm Single ' Project Name i fixture Type ~,~„~~~~ Catalog # outdoor L~ifbs 1~' CCW Curved Clevis Wall Mount PAW Parallel Arm Wall Mount © 2006 LSI INDUSTRIES INC. • • ROUND STEEL POLES -FOR USE WITH GREENLEE LIFESTYLE SERIES POLE SHAFT: Pole shaft is electro-welded ASTM-A500 Grade C steel tubing with a minimum yield strength of 46,000 psi. Round steel poles are 4" or 5" in diameter. MOUNTING METHODS: Poles for luminaires with bolt on bracket mounts are drilled to match bracket. Adapter is welded in poles for Post Top mount luminaires. Brackets with slipfitters slide onto 4" poles, or onto 4" diameter tenon that is welded on 5" poles. HAND-HOLE: Standard hand-hole location is 12"above pole base. Poles 18' and above have a 3" x 6" reinforced hand-hole. Shorter poles have a 2" x 4" non-reinforced hand-hole. BASE: Pole base is ASTM-A36 hot-rolled steel plate with a minimum yield strength of 36,000 psi. BASE COVER: Optional Decorative or Contemporary die cast aluminum base covers are available. ANCHOR BOLTS: Poles are furnished with anchor bolts featuring zinc-plated double nuts and washers. Galvanized anchor bolts are optional. Anchor bolts conform with ASTM-A36 with a minimum yield strength of 36,000 psi. GROUND LUG: Ground lug is standard. GROUND FAULT RECEPTACLE: Duplex receptacle with Ground Fault Circuit Interrupter is optional. DUPLEX RECEPTACLE: Weatherproof duplex receptacle is optional. FINISH: Each pole is finished with baked-on polyester powder coat. Six standard finish colors are metallic silver, satin verde green, black, bronze, white, and buff. POLE SELECTION PROCESS: To determine the proper luminaire /pole combination for your application follow these steps: 1. Select luminaire. 2. Select bracket style and configuration. 3. Refer to Luminaire /Bracket EPA chart below to determine EPA value. 4. Select pole Height. CHARTAIRE EPA o ~ ~ ~ ~ p~ INCLUDES BRACKET POST TOP SINGLE D90° D180° T90° T120° QUAD LS - Lifest le Small 1.1 1.6 2.3 2.7 3.3 3.4 4.1 LM -Lifestyle Medium 1.3 1.8 2.7 3.1 4.0 4.0 4.9 5. Select MPH to match the wind speed in application area. 6. Confirm the pole EPA is equal to or exceeds the luminaire/bracket EPA as was determined previously in step #3. 7. Contract factory for special wind load requirements. 10' r ~ 18.6 ~i ~ 13.8 ~r ~ 10.6 • ii ~ 8.3 ~ • ~. r . 4 S10G r 8.00" :~ r . 0.75 12' 14.7 10.8 8.1 6.2 4 S10G 8.00" 0.75 14' 11.8 8.5 6.2 4.5 4 510G 8.00" 0.75 16' 10.1 7.1 5.0 3.5 4 S10G 8.00" 0.75 1 6.1 11.5 8.4 6. 4 S1 8 00" 0.75 20' 13.2 6. 4.5 4 S1 G 8.00" 0.75 16' 18.7 13.5 9.9 7.3 5 S11G 8.00" 0.75 18' 24.3 17.6 13.0 9.7 5 S11G 8.00" 0.75 20' 20.1 14.3 10.3 7.4 5 S11G 8.00" 0.75 24' 13.8 9.2 6.1 3.9 5 S11G 8.00" 0.75 i6' 28.8 21.2 16.0 12 S07G 8.00" 1.00 18' 37.2 27.5 20.8 16.0 5 S07G 8.00" 1.00 20' 31.4 22.9 17.1 13.0 5 S07G 8.00" 1.00 24' 22.6 16.0 11.4 8.2 5 S07G 800" 1.00 ~': PC}WDfR COATED ~'UG" Notes: 1.Non-reinforced handholes are 2" x 4". Reinforced handholes are 3" x 6". 2.4" S10G pole EPA values are based on 156# load. 3. 5" S11G pole EPA values are based on 226# load. 4.5" S07G pole EPA values are based on 296# load. /~ ~' Project Name I Fixture Type fi'~CCt,P,, Catalog q OrMoar I.~itba 02006 LSI INDUSTRIES INC. w ROUND STEEL POLES -FOR USE WITH GREENLEE LIFESTYLE SERIES LS - 4 - 4" RP- BO- Bott On S10G 10' S-Single; MSV -Metallic Silver GFR - GFCI Lttestyle Round Steel for SA-Side Arm Brackets 12' T90°-Triple SVG -Satin Verde Green Duplex Series Pole P- Post Top 14' T120°-Triple BLK -Black Receptacle for PT Post Top Brackets 16' 090°-Quad BRZ -Bronze SF-Slip Fitter (4" pole only) 18 BUF-Butt WPR for use wfth: 20' WHT - White Weather CC-Curved Clevis brackets 24' Receptacle SC- Straight Clevis brackets CH• Classic Hook brackets BB PA- Parallel Arm Banner Brackets 5-5" RP- BO-Bolt On S7G (consult factory) Round Steel for SA-Side Arm Brackets S11G Pole P- Post Top for PT Post Top Brackets N- Tenon Mount (5" pole only) for use with: CC-Curved Clevis brackets SC- Straight Clevis brackets CH-Classic Hook brackets PA- Parallel Arm LS 4 RP SF S10G 10' S MSV WPR ANCHOR BOLTS Anchor Bolt Recommended Tightening Torque (Minimum) A+I/8 Inch Lb. Foot Lb. 3/4" x 30" 1620 135 3- I /4" I" x 36" 2400 200 4" Conduit Opening 4 S10G 3.730 5 S7G 4.640 5 S11 G 4.760 C U L u S usTt:lo 8" BOLT ~ \ / ~ _ ~' ~ / ~ CIRCLE ~ INSTALL SERVICE ~ CONDUIT AT CENTER OF BASE \ ~ \ / \ / ~ u 1 / \ / DOUBLE NUT\ MOUNT \ \ i ~~ ~ A \ i \ Lr L~ Note: Install Bolts Accurately Centered Within 1116" of Nominal Position for Proper Fit with Base. ROUND BASE PATTERN Bolt-On Type Luminaire Mounting Orientation As Shown Edge of , Driveway Luminaire or Island (SA Q90 Shown) ©2006 LSI INDUSTRIES INC. ' Project Name I Fixture Type I t~ Arrilteced Catalog #_ I ooraoor uaiwa GREENLEE LIFESTYLE BRACKETS AND ACCESSORIES BRACKETS: Brackets are extruded and cast aluminum assemblies or fabrications All decorative elements are '' . die cast or extruded aluminum , . Ls - PT- Post Top w-wall Moum MSV -Metallic Silver a- a" LAestyle SA-Side Arm S- Single SUG- Satin Uerde Green 5- 5" FINISH: Available in silver grey metallic, satin verde green, Series PA- Parallel Arm 0180°- Double BLK-Black bronze, black, white, or buff polyester powder coat. small CC-Curved Clevis Dso°- Double BRZ- Bronze SC- Straight Clevis T90°-Triple BUF- Butf BASE COVER: Optional Decorative or Contemporary CH-Classic Hook T120°-Triple WHT-White base covers have two-piece die cast construction with PM- Pendant Mount Q90°-Quad stainless steel fasteners. Base covers are polyester powder coated to match pole. LM- L~esryle Series DECORATIVE BASE COVER Medium 4.12" or 5.12" LS PT S j~~ LS - DBC Lifestyle: Decorative Base Cover Series Small CBC Contemporary Base Cover DBC 4 OR DBC 5 LM- LMesryle CONTEMPORARY BASE COVER series Medium 4.12"or 5.12" LM 5.38" 12.00" CBC 4 OR CBC 5 DBC BLK MSV -Metallic Silver 4- a" SUG- Satin Verde Green 5- 5" BLK-Black BRZ-Bronze BUF-Buff WHT-White BLK 4 5 ©2006 LSI INDUSTRIES INC. I/f/r/!-~' Project Name i fi>~ure Type i ~ ~~,~ Catalog # I ta~tdeor L~itLd GREENLEE LIFESTYLE BRACKETS AND FOUNTS --- i ~ I I I I (238" O.D. I I X.154" WALLALUM " PIP ~ 56.44 I 40.25" I ~ I 3/8"-16 10 00" SET SCREW . (6X) 24.00" ®4.00"fd POLE LMS BK CH S LM/S WALL MOUNT PLATE DETAIL IMPORTANT: FIXTURE WEIGHT UP TO 60 POUNDS REQUIRES METALLIC ANCHORING DEVICES. ANCHORS MUST ACCEPT 3/8 - i6 x 1.25 BOLTS OR STUDS. ~ 20 ~ 0.53 THRU (4X) EQUALLY SPACED (05.75),-,m;,, ON 5.7500BC ©• .:q :f ~~ 02.72 •'~° -' •:; ~,... 06.73 07.OOJ LM/S PENDANT MOUNT DETAIL SCREW, 3/8-Ibx 1.25 HEX HD (4EA BY OTHERS) PLATE, LM/S WALL MOUNT 2.37" 3/4" - 14 LOCKNUT~ CANOPY (CAST ALUM.) _ 3/4" - 14NPSM CANOPY THREAD 3/4" - 14 NPSM MASONRY/WALL ANCHORS HOLES SIZED FOR 3/8" ANCHORS (BY OTHERS) 8.00"0-~~ ~ BOTHERS) MOUNT THREAD # 10-24UNC SET SCREW (4X) ~ CEILING SCREW, 3/8-Ibx 1.00 FLAT HD (4EA) X3/4" SCHED. 40 ALUM PIPE LENGTH PER JOB SPECIFICATIONS PENDANT MOUNT\ ADAPTER ~~ ~o.. ~~ ,o„ LMS BK CH D180 ~ ~ ~ ~ ~ 16.595"~ / .69"~ ~ / (4X) ~ ~ ~ ~ 10I~06 l 3.13"Q) LS BK PT 1.50" O.D. TUBE I ~ ~ j ` ~ ,~-I 8.50°~ i ~ 2.00" ~ ~ (4X~ I / I (38.3T') ~ 26.125" ~ I 28.00" P ~ ;l; - 12.07" I (21.7s") .ar 3.13"QJ LMS BK CH W LM BK PT ~ LM/S LMS BK PM cltowN Project Name_ I fixture Type I ©2006 LSI INDUSTRIES INC. i~ ~~~d Catalog # i ootdoor 1~6Wa GREENLEE LIFESTYLE SMALL BRACKETS 4.00"fD !.01" 3/8"-16 I 3/8"-16 SET 5.00"f73 SET SCREW ~ SCREW 4.00"~ (bX) POLE (6X) LS BK CC S LS BK SC S 4.00"flJ 2.68" I 5.00"PS 4.00"~d POLE LS BK SA D180 LS BK CC W 4.22"~D 2.60"td I~-22.50'=----I I" 2.68" 2.10" 3" I" 2.68" 2.10" .50" .406"Pl - (4X) 28.00" ~-~~d 6.00' 16.69" LS BK SC W 4.22"f7S 2.60">7S I--22.50" I 22.50'=--.I 1.50"rd _ 18.50" ~~ (2X) 16.50'= 3/8"-16 3/8"-16 SET- SCREW SCREW (6X) ®4.OOfr7" POLE LSBKPAS ~' Project Name ~,~,~~~~ Catalog # outdoor +~~s 8.00"k7 3/8" - (~XCREW 2.68"- ------ 2.10" 14.75" ~I so°m T - 16.5.0" 2-.38" 32.04' I I LSBKSAW 7.05" ~J I 20.00" (8.19") ~ I oho 6.00" LSBKPAW Fixture Type 02006 LSI INDUSTRIES INC. LS BK CC D180 LS BK SC D180 LSBKSAS ~J4.00"P3 POLE LS BK PA D180 GREENLEE LIFESYLE MEDIUM BRACKETS 4.00"~ 4.22"CAS (5.22"C~) 6.1 I" (6.61") --- -.._..... ._.._-- 3.3 I ~~ I" I" 2.60" 14.68" 3/8"-I 3/8"-I (15.18") SET SCRE\ ' ~ 5.00"QS SCRE I (6X) 4.00"(D (6X) 4.00"OJ (5.00"GJ) POLE LMBKCCS LMBKSCS LMBKSAS I I 4.00">7S I I ~ ___ ..-..... I ~ -- - 42.01 " 3.3 I " _ ~ _ 3/8"-I6 3/8"-16 iCREW 12.00" I " SET 12.00" (6X) PS ., 5.00 SCREW 18 68" 4.00"f?J 18 68" ~ (6X) - . . pOLE -18.57" 18.ST= LM BK CC D180 LM BK SC D180 4.22"~ ~~2.60"P1 ~-22.50''=N 3/8"-I6 SET I SCREW 50 (6X) `1-4.00"s~ POLE ~LMBKPAS 2 .( i-r-t 6.00' LM BK SC W X4.22"~ f2.60"PJ ~-22.50" I. 22.50'+ 18.00" 18.00" (16.00")- I I~ 318"-16 SET 12.00" SCREW (6X) 5.00"m ®4.00"~ POLE LM BK PA D180 LMBKSAW ~~ ~~~~ LMBKPAW Project Name i Fixture Type ~tKerd Catalog N ooreoor ~sva 4.22"11(5.22"rd) 6.1 I" (6.61 ") I " ---- - -- 0 3.3 I „ 2.60" 14.68" 14.68" (15.18") (I 5.18") 4.00"Q1(5.00"Pl) LM BK SA D180 I ~a.oo°sa 3/a°- 16 I SCREW • 2.60" 4.80" I 20.00" I 6.00" ©2006 LSI INDUSTRIES INC. LM BK CC W .'Area Lighting Ae r i sTM Housing -Die-cast single-piece alumi- numwith nominal'/a" wall thickness. In- tegral arm provides easy installation to pole or wall. Housing completely sealed against moisture or environmental con- taminants. Door Assembly- Die-cast door frame, im- pact-resistant, tempered, glass lens, 3/,B" thick, fully sealed with one-piece tubular silicone gasket. Tool-less entry and clo- sure via spring-loaded die-cast latches. Optics -Anodized segmented reflectors for superior uniformity and control. Re- flectors attach with tool-less fasteners and are rotatable and interchangeable. Installation -Heavy-duty easy-mount block attaches to pole or wall to provide ease of installation as well as ensured For streets, walkways, parking lots and surrounding areas. Features Ordering Information Designation High Pressure Sodium AS1 35S' AS7 50Sz ASt 70S AS1 100S AS1 1505 AS2 200S AS2 2505 AS2 400S Metal AS1 Halide 50Ms AS1 70M3 AS1 100M AS1 150M4 AS1 175M AS2 200M5 AS2 250M4 AS2 320M5 AS2 350M5 AS2 400M4 Compact Fluorescent AS1 2/32TRT6 AS1 42TRT AS1 2/42TRT6 AS1 AS1 51TRT 0 Intended Use alignment and leveling. Electrical - 150W and below utilize a high reactance, high power factor. 175W and above use aconstant-wattage autotrans- former ballast. Compact fluorescent uses an electronic high frequency ballast. Bal- lasts mounted on removable power tray with tool-less latch and have positive lock- ing disconnect plugs. Ballasts are copper wound and 100% factory tested. Finish-Standardfinishis darkbronzelDD6) corrosion-resistant polyester powder fin- ish. Other architectural colors available. Socket -Porcelain, medium-base socket for AS1, mogul-base socket for AS2, with copper alloy nickel-plated screw shell and center contact. UL listed. Listings- UL Listed (stantlardl. CSA Certi- fied or NOM certified (see Optionsl. UL listed for wet locations in lens-down ori- entation (damp location listed in lens-up orientation. Meets IESNA full cutoff crite- ria. U.S. patent no. D447, 590. Canadian patent no. 94324. Example: AS1 150S SR2120 SPA SF LPI Distribution ~- Voltage SR2 Segmented Type II 120, 2087, 2407, roadway 277, 341, 4807, SR3 Segmented Type III TBa, MVOLT9,,o asymmetric SR4SC Segmented Type IV forward throw, sharp cutoff SR4W Segmented Type IV wide, forward throw Isize 2 only) SR5S Segmented Type V square NOTES: 1 120V on ly. 2 120V & 277V only. 3 Notavailablewith 460V. 4 Maybe ordered with SCWA option. 5 Must be ordered with SCWA option. 6 Available in SR3 only. 7 Consult factory for availabilityin Canada. 8 Optional multi-tap ballast 1120V,208V,240V,277V). In Canada120V,277V,347V;shipsas120V/347V. 9 CompaaFluorescentonly,120V-277V. 10 Multi-volt electronic ballast (for TRT lamps) ca- pable of operating on any line voltage between 120V & 277V. 11 Mounting block standard. 12 SF, DF or ORS options cannot be orderedtogether. 13 Consultfactoryforavailability. 7 TRT _`- T __ H 1 ~- L Architectural Arm-Mou~ d Cutoff Mounting" Included SPA Square pole mounting block RPA Round pole mounting block WBA wall bracket (up or down) Shipped se oarately ASKMAI Mast arm adapter (size 1- ASKMA2 Mast arm adapter (size 2) DSAS1 Decorative straight arm, square pole only (size 1) DSAS2 Decorative straight arm, square pole only (size 2) DCAS1 Decorative curved arm, square pole only (size 1) DCAS2 Decorative curved arm, square pole only (size 21 Drilling Pattern lsee pole ordering, pg. 4941 DM 19AS 1 at 90° DM28AS 2at180° DM29AS 2at90° DM39AS 3at90° DM 49AS 4 at 90° DM32AS 3at120° (Round poles only) Dimensions are shown in inches (centimeters) unless otherwise noted. AS7 AS2 EPA .7 ft~ 1.2 ft1 Length 21.38(54.5cm1 28(71.Ocm1 Width 12.5 (31.7 cm) 16.25141.9cm) Height 6.28115.9cm) 8.25 {21.Ocm) Weight 2216s110kg) 4516s120.4kg) Options/Accessoties Installed SF Single fuse, 120V, 277V, 347V (n/a TB & MVOLT-12 DF Double fuse, 208V, 240V, 480V (n/a TB & MVOLT)12 PER NEMA twist-lock receptacle only Ino photocontrol- QRS Quartz restrike system (100W max. AS1, 250W max. AS2, lamp not included)'Z CR Enhanced corrosion resistance HS House-side shield (n/a with SR4SC) EC Emergency circuit13 TP Tamperproof SCWA Super CWA pulse start ballast (not available with HPS, TRT, 50, 70, 100M or 480V) LPI Lamp included (standard) ULP Less lamp CSA CSA Certified NOM NOM Certified13 Far optional architectural colors, see page 485. Shin en d s e amately PE1 NEMA twist-lock PE (120V, 208V, 240V) PE3 NEMA twist-lock PE (347V) PE4 NEMA twist-lock PE (480V) PE7 NEMA twist-lock PE (277V- SC Shorting cap AS1VG Vandal guard AS2VG Vandal guard For tenon slipti[ters, see page 486. 428 Outdoor fPSC,$: -'' stvww.Iithoa,ia.oom ko~,tivord. ~ ~~UTi/0/VL4 UOKf7/VO' 3. .. ~ . • • I~ L/THON/.A L/G~/T//VG® FEATURES & SPECIFICATIONS INTENDED USE -Streets, walkways, parking lots and surrounding areas. CONSTRUCTION -Rugged, die-cast, single-piece aluminum housing with nominal wall thickness of 1/B". Die-cast door frame has impact-resistant, tempered, glass lens 13116" thick). Door frame is fully gasketed with one- piece tubular silicone and has tool-less entry and resealing. US. Patertt No. D447,590. Canada Patent No. 94324. FINISH -Standard finish is dark bronze (DDB) polyester powder finish, with other architectural colors available. OPTICAL SYSTEM -Anodized segmented reflectors for superior uniformity and control. Reflectors attach with tool-less fasteners and are rotatable and interchangeable. Five full cutoff distributions available: Type II (road- way), Type III (asymmetric-, Type IV (forward throw, Type IV (wide, forward throw) and Type V (symmetric square. ELECTRICAL SYSTEM -Ballast is constant-wattage autotransformer bal- last standard. 200W, 320W and 350W require Super CWA Pulse Start ballast (must order SCWA option. All ballasts are mounted on a removable power tray with tool-less latch and have positive locking disconnect plugs. Ballasts are copper-wound and 100% factory-tested. Porcelain, mogul-base socket with copper alloy, nickel-plated screw shell and center contact. UL listed. INSTALLATION -Integral arm for pole or wall mounting. Optional mountings available. LISTING - UL Listed (standardl~ UL listed suitable for wet locations (damp location listed in lens-up orientation. Catalog Number Notes Type Architectural Area & Roadway Lighting AS2 METAL HALIDE 200W, 250W, 320W, 350W, 400W A E R I..STM 10' to 35' Mounting Speci/ications EPA:1.2 ftz T Length: 28.0 (71.0 cm1 H Width: 16.5141.9 cm) Depth: 8.3 (21.0 cm- Weight: 45 Ibs (20.4 kg) ~ L All dimensions are inches (centimeters) unless otherwise specified. ORDERING INFORMATION Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. Order accessories as separate catalog number. Series Voltage Mounting AS2 200M 120 SPA Square pole mounting (std) AS2 250M 2082 RPA Round pole mounting AS2 320M 240z WBA Wall bracket (up or down-4 AS2 350Mt 277 ASKMA2 Mast arm adapters AS2 400Mt 347 ,~Oz DSAS2 Decorative straight arm, square pole onlys Tg3 DCAS2 Decorative curved arm, square pole onlys SR2 Segmented Type II roadway SR3 Segmented Type III asymmetric SR4SC Segmented Type IV forward throw, sharp cutoff SR4W Segmented Type IV wide, forward throw SR5S Segmented Type V square Note: Aeris`" has a unique drilling template that requires an Aeris drilling pattern to be specified when ordering poles. See example below. Example: SSA204CDM19ASDDB Aeris Drilling Pattern DM19AS 1 at 90 degrees DM28A,S 2 at 1&0 degrees DM29AS 2 at 90 degrees DM39AS 3 at 90 degrees DM49AS 4 at 90 degrees DM32AS 3 at 120 degrees (round poles only) NOTES: 1 Must use reduced jacket lampED28. 2 Consult factory for availability in Canada. 3 Optional multi-tap ballast (120, 208, 240, 277V) (120, 277, 347V in Canadal. 4 Mounted in lens-uporientaion, fixtureisdamplocationlisted. 5 Shipped separately. 6 May be ordered as an accessory. 7 Additional architectural colors available; see www.lithonia.comfnr more information. Example: AS2 250M SR4SC 120 SPA SF DNA LPI Options Shipped Installed Architectural Colors SF Single fuse (120, 277, 347, n/a TB) Standard Colors DF Double fuse (208, 240, 480V, n/a TB) DDB Dark bronze PER NEMA twist-lock receptacle only (standard) (no photocontrol) DWH White CR Enhanced corrosion resistance DBL Black ORS Quartz restrike system (250W Textured Colors maximum, lamp not included) DSPD Dark gray HS Houseside shield (SRZ, SR3, SR4W) DSPJ Light gray EC Emergency circuit DBLB Black TP Tamper proof DWHGWhite SCWA Super CWA Pulse Start ballast DBNH Dark bronze LPI Lamp included as standard DSPE Green L/LP Less lamp DSPG Dark red Shipped Separatelys DSPH Red PE1 NEMA twist-lock PE (120, 208, 240V) DSPF Rust PE3 NEMA twist-lock PE (347V) PE4 NEMA twist-lock PE (480V) PE7 NEMA twist-lock PE (277V) AS2VG Vandal guard SC Shorting Cap for PER option Accessories: Tenon Mounting Slipfitter Order as separate catalog number. Only available with RPA option. Numberoffixtures Tenon O.D. One Two~180° TwoC~90° Three®120°ThreeC~90° FourC~90° 2-3/8" AST20-190 AST20-280 n/a AST20-320 n/a n/a 2-7/8" AST25-190 AST25-280 AST25-290 AST25-320 AST25-390 AST25-490 4" AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35-490 Outdoor Sheet #:AS2-M AL-130 ~ v- ~ • AS2 Metal Halide Area Lighting Coefficient of Utilization Initial Footcandles AS2 400M SR2 TEST NO: LTL10098 AS2 400M SR3 TEST NO: LTL1 2 x 1w x D~ 5 ~ 2.5 1 ~ ,~ LL O o.s z ~_ ).25 z 3? w U Z 4 F y 5 0 1 2 3 4 5 8 W lamp, rated 32000 lumens. Foolcandle values based on 20' mounting height. Classification: Type II, Medium, Full Cutoff z x 1w x z 0~ 5 ~ 2.5 1 ~ t.~ O 0.5 2 ~ Lzs z 3? w U 2 4 F N O 5 0 1 2 3 4 5 6 W lamp, rated 32000 lumens. Foolcandle values based on 20' mounting height. Classifiralion: Type III, Medium, Full Cutoff AS2 400M SR4SC TEST NO: LTL10100 0~~ 2 -1 w x z 0~ 1~ LL O 2 1~- 3? w U 2 4 F N D 5 0 1 2 3 4 5 6 W lamp, rated 32000 lumens. Foolcandle values based on 20' mounting height. Classifcation: Unclassified (Typo IV, Very Shorl), Full CuloB AS2 400M SR4W TEST NO: LTL10101 AS2 400M SR5S TEST NO: LTL10102 5 2.5 1.~ 0.5 0.25 z -t w x c~ z OF z O 1~ LL 2H z 3w U 2 4 F rn 0 5 0 1 2 3 4 5 6 W lamp, rated 32000 lumens. Foolcandle values based on 20' mounting height. Classification: Type IV, Short, Full Culoif 2 z.5 i w x c~ z 0~ z 5 ~ 2.5 1 ~ LL r5, ~ ~:5 2 H 1 Z 0.5 ~ z 1.25 3 w U Z 4F h O 5 0 1 2 3 4 5 8 W lamp, rated 32000 lumens. Foolcandle values based on 20 mounting height. Classificaton: Undassified (Type V), Full Culoa NOTES: 1 Photometric data for other distributions can be accessed from the Lithonia Lighting web site (www.lithonia.com). 2 For electrical characteristics consult technical data tab. 3 Tested to current IESNA and NEMA standards under stabilized laboratory conditions. Various operating factors can cause differences between laboratory and actual field measurements. Dimensions and specifications are based on the most current data and are subject to change. Mounting Height Correction Factor (Multiply the fc level by the correction factor) 10 ft. = 12.25 15 ft. = 5.4 30 ft. = 1.36 40ft. = 0.77 l3dstlny Moruitlny HMytrt= c ~~~ ~~ Ntaw Mourrtlny HslOht I~ L/THON/.4 L/GHT/NG® ~I ~i~,U CAlitp~y Sheet #: AS2-M ©2002 Acuity Lighting Group, Inc., Rev.01/O6 Lithonia Lighting Acuity Lighting Group, Inc. Outdoor Lighting One Lithonia Way, Conyers, GA 30012 Phone:710-922-9000 Fax:770-918-1209 In Canada: 160 avenue Labrosse, Point-Claire, P.Q., H9R lA1 www.lithonia.com ya u~ apc+eV w ror ~~....~ ., ~o~ .v,.~.,...~ ~ I o cfl 0 0 N 0 p ~ w N O ~ * * t ~ I {f} * ~ a Z ~ ~ ~ ~ * ~ I ~ p w ~ - O r ~ * x is -. I * I # # `.,_ t O *.' ` ..: ~ ~ i~ i # a ~,. *, N *. ~ ~ * a * 1 i it ~ ~ i 1~ , # ': .... i~ .. K * 0 1 i~ i ~,,,~ I ~ ~ s J ~ ru !~ * a .o M ~ ~ ~i 7 ! ~ ~ ~ • OD * - L1l iN O ~ N a W ~ ~ ~, i o ~ ~ -• I s ~a v • ~ cep > c~ ~ Q O ~ a~ co ~ ~ ~ ~ ~ ~ ~ ~ m I _ . U ~ ~, LL 'a _ '~ UMW _~ ~ 3 F- _ ~ p ~ F~ c O ao ~ 55748 CITY OF ~ ~ a erl~icn 11 33 E. Idaho Ave. I~ \\~ Meridian, ID 83642 ~,.. ~~: ~~~ ~~ ':JI its i. ,I~~T•Y~'1•- ,~„~~„ ;~ ~; ,'" ~, name: ~ ~• ~C U Planning Department CERTIFICATE OF ZONING COMPLIANCE Application Checklist ~~~r File #: • ~ - ~f ,~ GG1•~,isr/~ ~f~~.N All applications are required to contain one copy of the following unless otherwise noted: Applicant Description Staff Com feted & si ed Administrative Review A lication Narrative fully describing the proposed use of the property, including the following: - Information on any previous approvals or requirements for the requested use i.e. a licable conditions of a royal or Develo ment A ement Recorded watrdrt deed for the sub'ect ro e /'~ Affidavit of Legal Interest signed & notarized by the property owner (Ifowner is a corporation, submit a of the Articles of Into tion or other evidence to show that the rson si in is an authorized a east. Scaled vicinit ma showin the location of the sub'ect ro e Sanita Service Com an a royal for trash enclosure & access drive (scam site plan A photometric test report for any light fixture(s) with a maximum output of 1,8001umens or more see UDC I 1-3A-11 Site Plante copies (folded to 8 %" x 11" size) The followin items must be shown an the site fan: • Date scale north arrow, and ro'ect name scale not less than 1"=so' / • Names, addresses, and telephone numbers of the developer and the person and/or firm re arias the fan ~' • Parkin stalls and drive aisles • Trash enclosures location • Detail Of trash enclosure (must be screened on 3 sides • Location and specifications for underground imgation (Pressurized irrigation can only be waived if ou rove no water ri hts exist to sub'ect o • Sidewalks or thwa s ro sed and existin ) • Location of ro osed buildin On lot include dimensions Io ro ny lines • Fencin (ro sed and existin • Calculations table including the following: r/A- Number of parking sta s required & provided (specify nandica & compact stalls) ~ n F X36 ~ Building size {sq. ft.) f ~ . 5• ~~'~p~ pQ~ A 1I 7 ^ f~ Lot size (sq. ft.) ~ jt ~(~ ~j •F ~ Setbacks PA/ p/iiv~.- Zonin district ~ N • Reduction of the site Ian 8 %z" x 11" Landscape plan - 3 copies {folded to 8 %a" x 11" Size) Plan must have a scale no smaller than 1 " = SD' (1 " = 20' is preferred) and be on a standard drawing sheet, not to exceed 36"x 48" (24" x 36" is preferred). R plan which cannot be drawn in its entirety on a single sheet must be drawn with appropriate match lines on two or more sheets. The followin items must be included on the landsca a fan: • Date scale, north arrow, and ro'ect name • Names, addresses, and telephone numbers of the developer and the person and/or firm re arias the fan 660 E. WateRower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org / • Existing natural features such as canals, creeks, drains, ponds, wetlands, flood lains hi h oundwater areas, and rock outcro in s. • Location, size, and species of all existing trees on site with trunks 4 inches or greater in diameter, measured 6 inches above the ground. Indicate whether the tree will be retained or removed. / • A statement of how existing healthy trees proposed to be retained will be rotected from dama a durin construction / • Existing structures, planting areas, light poles, power poles, walls, fences, berms, ~/ parking and loading areas, vehicular drives, trash areas, sidewalks, pathways, stormwater detention areas si ns street furniture and other man-made elements. • Existing and proposed contours for all areas steeper than 20% slope. Berms shall be shown with one-foot contours. • Si ht Trian les as defined in 11-3A-5 of this ordinance. • Location and labels for all proposed plants, including trees, shrubs, and grOUndCOVerS (trees must not be planted in City water or sewer easements). SCale Shown fOr lant materials shall reflect a roximate mature size • A plant list that shows the plant symbol, quantity, botanical name, common name, minimum planting size and container, tree class (I, II, or 11I), and comments (for s acin , stakin ,and installation as a ro riate . / Planting and installation details as necessary to ensure conformance with all re uired standards. • Desi drawin s of all fencin ro sed for screenin u oses / • Calculations of project components to demonstrate compliance with the V requirements of this ordinance, including: - Number of street trees and lineal feet of street frontage - Width of street buffers (exclusive ofright-of--way} - Width of parking lot perimeter landscape strip - Buffer width between different land uses (if applicable) - Number of pazking stalls and percent of parking area with internal landscaping - Total number of trees and tree species mix - Mitigation for removal of existing trees, including number of caliper inches bein removed Reduction of the landsca a tan 8 ''/z" x l 1" Buildin elevations showin construction materials Fee If this ro'ect had riot a royal on a site Ian, reduced fees ma a I ACHD Acceptance: Applicant shall be responsible for meeting the requirements ofACHD as they pertain to this application. All impact fees, iJany, shall be paid prior to the issuance of a building permit. Ijany 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. Your building permit will not be issued until ACHD has approved your plans and all associated fees have been paid. THIS APPLICATION SHALL NOT BE CONSIDERED COMPLETE UNTIL STAFF HAS RECEI VED ALL REQUIRED INFORMATION. ~,~~ ~ ~_ ~~~~~ . CHD ~,~w,wv'~`ucl~o ~iw'ica March 30, 2006 TO: BRS Architects 1010 South Allante Place Boise, ID 83709 SUBJECT: MCZC-06-023 Church Park n/w/c Ten Mile Road and Franklin Road John 5. Franden, President Sherry R. Huber, 1st Vice President David Bivens, 2nd Vice President Carol A. McKee, Commissioner Rebecca W. Arnold, Commissioner ~F'' On July 13, 2005, the Ada nd t ons a nd rea uirements also apply to MCZC 06-023 MAZ-05-023 for Annexation and Rezone. The co q • Prior to final approval you will need to submit plans to the ACHD Development Review Department. • A traffic impact fee will be assessed by ACHD and will be due prior to the issuance of a building permit. Contact ACHD Planning 8~ Development Services at 387-6170 for information regarding impact fees. If you have any questions or concerns please feel free to contact this office at (208) 387-6174. Since Ryan McDaniel Planner I Right-of-Way and Development Services, Planning Division CC: Project File City of Meridian Ada County Highway District • 3775 Adams Street • Garden City, ID • 83714 • PH 208-387-6100 • FX 345-7650 • w,niw.achd.ada.id.us ~~~~~ CHD ~ Ge•~ul~o S Right-of-Way & Development Services Planning Review Division This application requires Commission action due to the size of the development. This item is scheduled to be on the consent agenda on July 13, 2005 at 12:OOPM. Tech Review for this item was held with the applicant on June 28, 2005. Please refer to the attachment for request for reconsideration guidelines. Staff contact: Christy Richardson, 208-387-6178-phone, 208-387-6393-fax, crichardson(a~achd.ada.id.us File Numbers: MAZ-05-023 Site address: NWC Franklin Road and Ten Mile Road Owner: Cherry Lane Christian Church 2511 West Cherry Lane Meridian Idaho 83642 Applicant: BRS Architects 1010 South Allante Place Suite 100 Boise Idaho 83709 Representative: Pinnacle Engineers 12552 West Executive Drive, Suite B Boise Idaho 83713 Application Information: The applicant has submitted an application to the City of Meridian requesting annexation and rezone approval to rezone 39.47-acres from RUT to C-N. The site is located at the northwest corner of Franklin Road and Ten Mile Road. Acreage: 39.47-acres Current Zoning: RUT Proposed Zoning: C-N Proposed Use: Church, 205,000-square feet at full build-out .' "Ili; ~~. ... ~" ^? w~* N rl:: i;: qg,:i ,.....:. . . ~ Iii 1 :g~:,; :" i!ilr~: il. a~~ :~ ";' i' ,;..~z. ~ I:: iLi)~; r' ~ I : Ir, l ' ~~i~1's'!''fi~;a?s'r;; ::.. . ,~ ~i4llq~. ii.~ ~ ~ .ax; .I.p n 4n:s.... ~~,; : ~.: ~:a. :::.. ~ i~.: i. ..:.:~ :I...I:,d;: ..... ~!. U' A. Findings of Fact Trip Generation: This development is estimated to generate 2,215 vehicle trips per day on weekdays, and 7,325 vehicle trips per day on Sunday; with a PM peak hour loading of 210 vehicles per hour (vph) on weekdays and 2,350 vph on Sundays, based on the submitted traffic impact study. 2. Impact Fees: There will be an impact fee that is assessed and due prior to issuance of a building permit. The assessed impact fee will be based on the impact fee ordinance that is in effect at that time. 3. Site Information: The site has one existing single-family dwelling. The site also has an existing water pump station for the City of Meridian on the site. 4. Description of Adjacent Surrounding Area: a. North: 15.937-acres zoned C-2 (Mini-Storage) b. South: 40-acres zoned RUT c. East: 39.84-acres zoned RUT d. West: 28.6-acres zoned RUT (proposed Silver Oaks Subdivision) 5. Impacted Roadways Franklin Road: Frontage: Functional Street Classification Traffic count: Level of Service: Speed limit: An acceptable Level of Service fo COMPASS Planning Thresholds. Ten Mile Road: Frontage: Functional Street Classification: Traffic count: Level of Service: Speed limit: An acceptable Level of Service COMPASS Planning Thresholds. 1,530-feet Minor Arterial East of Black Cat Road was 7,300 on 4-28-04 East of Ten Mite Road was 9,018 on 4-28-04 Better than C 45 MPH r this segment of roadway is a Level of Service D based on 1,070-feet Minor Arterial South of Pine Street was 10,204 on 7-7-04 South of Franklin was 8,561 on 5-5-04 Better than C 35 MPH for this segment of roadway is a Level of Service D based on 6. Roadway Improvements Adjacent To and Near the Site Franklin Road is improved with 2-traffic lanes with no curb, gutter or sidewalk abutting the site. Ten Mile Road is improved with 2-traffic lanes with no curb, gutter or sidewalk abutting the site. 7. Existing Right-of-Way Franklin Road has a total of 50-feet of right-of-way (25-feet from centerline). Ten Mile Road has a total of 50-feet of right-of-way (25-feet from centerline). 8. Existing Access to the Site The site has an existing 35-foot wide driveway that intersects Ten Mile Road approximately 840-feet north of Franklin Road. 2 • 9. Capital Improvements Plan/Five Year Work Program Franklin Road (from Ten Mile Road to Black Cat Road) is included in the District's Five Year Work Program to be reconstructed to a 5-lane roadway with vertical curb, gutter and sidewalk within 96-feet of right-of-way. This project is listed as "PD" and a construction year has not yet been identified. Franklin Road (from Ten Mile Road to Linder Road) is included in the District's Five Year Work Program to be reconstructed in 2010 to a 5-lane roadway with vertical curb, gutter and sidewalk within 96-feet of right-of--way. Ten Mile Road (from Franklin to Cherry Lane) is included in the District's Five Year Work Program to be reconstructed in 2007 to a 5-lane roadway with vertical curb, gutter and sidewalk within 96-feet of right-of-way. 10. Other Development in Area On June 8, 2005, the District reviewed and approved a development application (Silver Oaks Subdivision) requesting annexation, rezone and conditional use and preliminary plat approval to construct 77-four-plexes, 4-offices and a childcare facility on 28.65 acres. Silver Oaks Subdivision is located directly to the west of this site. B. Findings for Consideration Traffic Impact Study Findings A traffic impact study was prepared by Pat Dobie, Dobie Engineering, Inc., fora 205,000-square foot church facility, with full build-out expected by 2010. • The Franklin/Ten Mile intersection currently operates at a Level of Service (LOS) F. • The Franklin/Ten Mile intersection is projected to operate at a LOS C when the intersection is signalized and improved to 5-lanes on all legs. • The current Ten Mile Road traffic volumes exceed the 2010 COMPASS projections. • A separate left-turn lane should be constructed for the main accesses to the site on Franklin Road, to provide for 100-feet of stacking. • A continuous right-turn lane should be constructed on Franklin Road. • Both alert-turn and right-turn lane will be needed at the proposed site access to Ten Mile Road to accommodate the projected turning traffic. 2. Franklin Road & Ten Mile Road 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. • The applicant should dedicate 48-feet of right-of-way from the centerline of Franklin Road and Ten Mile Road. • Additional right-of-way will be acquired at the intersections to provide for turning lanes. Dedicate right-of-way on Franklin Road and Ten Mile Road to total 60-feet at the intersection, tapering to 48-feet north and west of the intersection. Coordinate the taper lengths with District staff. • Dedicate aright-of-way triangle at the Ten Mile Road/Franklin Road intersection. Coordinate the dimensions with District staff. • The District can purchase all rights-of-way utilizing corridor preservation funds. 3. Franklin Road & Ten Mile Road Sidewalk District policy requires 5-foot wide (minimum) concrete sidewalk on all arterial roadways (7204.6.5). Both roadways are in the District's Five Year Work Program and sidewalk will be constructed with the widening projects. 3 Ten Mile Road It is the District's preference that the applicant provide a road trust deposit for the cost of the sidewalk abutting the site on Ten Mile Road because this segment of roadway has been designed. The applicant should provide a road trust deposit in the amount of $21,400 for the sidewalk on Ten Mile Road. Franklin Road The applicant should construct sidewalk on Franklin Road abutting the site because this segment of Franklin Road is in "PD" and has not yet been designed. The sidewalk should be constructed in its ultimate location. At the intersection the face of sidewalk shall be located no closer than 53-feet from the centerline of the roadway, tapering to a location no closer than 41-feet from centerline. 4. Franklin Road Driveways Policy • District policy 72-F4, requires driveway located near signalized arterial intersections to be located a minimum of 440-feet from the intersection for full access, and 220-feet for restricted right-in/right-out access. • For subsequent driveways located beyond the intersection, District policy 72-F5, requires driveways located on arterial roadways with a speed limit of 45 to align or offset a minimum of 230-feet from any existing or proposed driveways. • District policy 7204.7.2 states that the District may consider up to three access points for greater than 600-feet of continuous frontage. Applicant Proposal The applicant is proposing to construct four access points on Franklin Road, located: • 550-feet west of Ten Mile Road ("minor" access) • 236-feet west of "minor" access ("main entrance") • 306-feet east of west property line ("minor" access), and 291-feet west of "main entrance" • West property line, public road ("main entrance", possibly signalized in future) Staff Analysis & Recommendation Staff does not recommend a modification to allow more than three access points as identified in Policy. Franklin Road is a minor arterial that is designated as a detour route for I-84. The function of the roadway should not be comprised with additional access points beyond what is allowed by policy. With a planned (and possibly signalized) roadway at the west property line, and driveways on Franklin Road, the site should have sufficient access for the proposed church use. The location of the "minor" access located 306-feet east of the west property line would not meet District policy from the proposed public road if the roadway becomes signalized in the future. Staff recommends approval of all access points, with the exception of that "minor access". (See attached site plan.) 5. Ten Mile Road Driveways Policy • District policy 72-F4, requires driveway located near signalized arterial intersections to be located a minimum of 440-feet from the intersection for full access, and 220-feet for restricted right-in/right-out access. • District policy 72-F4 also allows driveways to be located 315-feet from a signalized intersection under the following conditions: 1) There is no intervening right-in/right-out driveway; 2) The roadway is a minor arterial; 3) The total driveway volume is less than 1,000 ADT. 4 • For subsequent driveways located beyond the intersection, District policy 72-F5, requires driveways located on arterial roadways with a speed limit of 35 to align or offset a minimum of 150-feet from any existing or proposed driveways. Applicant Proposal The applicant is proposing to construct four access points on Ten Mile Road, located: • 130-feet south of the north property line as shared access with Meridian well site (park/recreation access) • 150-feet south of the well site for a parking lot driveway (park/recreation access) • 150-feet south of parking lot driveway (maintenance shop and existing house) • 318-feet north of Franklin Road just south of Ten Mile Creek ("main entrance") Staff Analysis & Recommendation The proposed access points north of Ten Mile Creek are located in conformance with District policy. The southerly main entrance driveway is located to meet the 315-foot offset requirement for minor arterials. However, if the Ten Mile interchange is constructed, this roadway may function more like a principal arterial, similar to Eagle Road. Also, the traffic impact study estimates that the site will generate 7,325 vpd (on Sundays). This driveway will likely exceed 1,000 vpd, another criteria that must be met for the 315-foot offset. The applicant is proposing to construct four driveways on Ten Mile Road, exceeding what is allowed by policy; however, the northerly driveway is a shared approach that will be used for the City of Meridian well site (minimal vehicle trips) and as an access to the recreation parking lot. Staff recommends approval of the four driveways on Ten Mile Road, located as proposed. 6. General Driveway Requirements District policy 7207.9.3 restricts commercial driveways with daily traffic volumes over 1,000 vehicles to a maximum width of 36-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 driveway its full width 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. 7. Roadway at West Property Line On June 8, 2005, the ACHD Commission reviewed and approved Silver Oaks Subdivision, located directly west of this site. That applicant is constructing anorth-south public roadway along the shared property line. This applicant is required to complete the roadway section to a 40-foot street section with vertical curb, gutter and 5-foot wide concrete sidewalk. It is also the applicant's responsibility to construct a turnaround at the terminus of the public roadway. Construct the turnaround to provide a minimum turning radius of 55-feet. Access can be taken from this roadway. Policy requires driveways on local public roads to be located a minimum of 50-feet from any public street intersection. Due to possible stacking at Franklin Road, staff recommends a minimum 100-foot offset for the first driveway north of Franklin Road. All other driveways should be located to align or offset any public street a minimum of 50-feet. 8. Turn Lane Requirements The submitted traffic impact study recommends the construction of left turn lanes and right-turn auxiliary lanes on both Ten Mile Road and Franklin Road at the main site access points. Ten Mile Road The Ten Mile Road lanes will be accommodated with the widening project being constructed by ACRD, and the applicant need not make improvements on that roadway. 5 Franklin Road The applicant should construct all necessary turn lanes on Franklin Road, as identified by the traffic impact study. District policy 3004.1, 72-F8, AASHTO guidelines and the MUTCD guidelines require the turn lane to be constructed to provide a minimum of 100-feet of storage with shadow tapers for both the approach and departure directions. Coordinate the design of the turn lane with District staff. District policy 3004.1 and AASHTO Guidelines require tapers to be constructed on a varying basis contingent upon the posted speed limit. Coordinate the design of the taper with District staff. Based on the submitted traffic impact study, the site will require the construction of a center turn lane at the main access points, including the intersection of the public roadway at Franklin Road. The applicant should construct the center turn lane to provide a minimum of 100-feet of storage with shadow tapers for both the approach and departure directions. Coordinate the design of the turn lane with District staff. • Based on the submitted traffic impact study, the site will require the construction of a westbound right-hand turn lane at the intersection of the public roadway and Franklin Road. Coordinate the design of the taper with District staff. **Because the proposed church use will be phased, turn lanes are not required until actually warranted. Prior to submitting for a building permit, the applicant should provide documentation from a traffic engineer indicating when warrants will be met. C. If the rezone is approved and the District receives a development proposal, the District intends to provide the following requirements. Dedicate 48-feet of right-of-way from the centerline of Franklin Road and Ten Mile Road. Dedicate right-of-way on Franklin Road and Ten Mile Road to total 60-feet at the intersection, tapering to 48- feet north and west of the intersection. Coordinate the taper lengths with District staff. 2. Dedicate aright-of-way triangle at the Ten Mile Road/Franklin Road intersection. Coordinate the dimensions with District staff. 3. Provide a road trust deposit in the amount of $21,400 for the cost of the sidewalk abutting the site on Ten Mile Road. 4. Construct a 5-foot wide concrete sidewalk on Franklin Road abutting the site located no closer than 53-feet from the centerline of the roadway at the intersection, tapering to a location no closer than 41- feetfrom centerline. 5. Construct a full access driveway on Franklin Road located 549-feet west of Ten Mile Road, as proposed. 6. Construct a full access driveway on Franklin Road located 236-feet west of "minor" eastern access, as proposed. 7. The proposed driveway located 306-feet east of west property line is not approved. 8. Construct a full access public road on Franklin Road located at the west property line, as proposed. 9. Construct a center turn lane at the main entrance driveways on Franklin Road to provide a minimum of 100-feet of storage with shadow tapers for both the approach and departure directions. Coordinate the design of the turn lane with District staff and the adjacent development. **Because the proposed church use will be phased, turn lanes are not required until actually warranted. Prior to submitting for 6 i ~ a building permit, the applicant should provide documentation from a traffic engineer indicating when warrants will be met. 10. Construct a center turn lane at the intersection of the public roadway and Franklin Road to provide a minimum of 100-feet of storage with shadow tapers for both the approach and departure directions. Coordinate the design of the turn lane with District staff and the adjacent development. **Because the proposed church use will be phased, turn lanes are not required until actually warranted. Prior to submitting for a building permit, the applicant should provide documentation from a traffic engineer indicating when warrants will be met. 11. Construct a westbound right-hand turn lane at the intersection of the public roadway and Franklin Road. Coordinate the design of the taper with District staff. **Because the proposed church use will be phased, turn lanes are not required until actually warranted. Prior to submitting for a building permit, the applicant should provide documentation from a traffic engineer indicating when warrants will be met. 12. Construct a shared full access driveway on Ten Mile Road located approximately 130-feet south of the north property line as proposed. 13. Construct a full access driveway for the parking lot on Ten Mile Road located approximately 150-feet south of the northerly shared driveway, as proposed. 14. Construct a full access driveway on Ten Mile Road for the existing house/maintenance area, located approximately 150-feet south of the parking lot driveway, as proposed. 15. Construct a full access driveway on Ten Mile Road located 318-feet north of Franklin Road just south of Ten Mile Creek, as proposed. Due to its close proximity to a signalized intersection, this driveway may be restricted to right-in/right-out in the future, by ACHD. 16. Construct the roadway at the west property line to complete the 40-foot street section, with vertical curb, gutter and 5-foot wide concrete sidewalk. Dedicate the necessary right-of-way to accommodate all of the improvements. 17. Construct a turnaround at the terminus of the public roadway and dedicate the right-of-way to accommodate the improvements. Construct the turnaround to provide a minimum turning radius of 55-feet. 18. Access can be taken from the proposed north-south roadway. Policy requires driveways on local public roads to be located a minimum of 50-feet from any public street intersection. Due to possible stacking at Franklin Road, staff recommends a minimum .100-foot offset for the first driveway north of Franklin Road. All other driveways should be located to align or offset any public street a minimum of 50-feet. 19. 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 borne by the developer. 7 i ' 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 the District's Utility Coordinator at 387-6258 (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. 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 #200, 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. The applicant at no cost to ACRD shall repair existing utilities damaged by the applicant. The applicant shall be required to call DIGLINE (1-800-342-1585) at least two full business days prior to breaking ground within ACRD 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 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 transportation system within the vicinity impacted by the proposed development. Attachments 1. Vicinity Map 2. Site Plan 3. Request for Reconsideration Guidelines 8 i r ~A /! ~' s$ • • sL~a.uH~av ~ *^~ ~ ,~~r~ ~u1~~anir~~~[r~ 01 ~~~~~ ~,:r~ ~ ~ `f~ ~~'IJ ~ ~ c i~ ,m ~,. ,~ _ _ _... s .._..-- --~-- _._._ ..------- --___s s- s --- -_. _ ---- ----- _ ~ ~ o_. Q`d02I o v~~'IIY~I ~~Z -__- _ - -.- - -; T ~ ' \~~ t, I r.~ y w ~ '~ f> ~ Zlr NJ t I I '~ o Iti,7e, It It s u _ i1 i ~ {~ I WW ""1 ~ n I JIII I .xa ~i r-- -1 ? c ~ o ` / ~~/.1~~` •~ _ -1 II, _ N ~-j;~ ".. ~ ~ ~ i to 1 c I. F- z f ~ _r ,~ ° ` ~~~ n° u I u 1 g ¢ o`'~S I ~ ~e • E I $ S~~ E ~ ~i j/ ~~ 1 ~ I // ~~ Q~'~ ~~ I ~ ~;- " , I ~ r- 1 • / - - ~ - ~- -- W I ~~ I ~ I 1 ~ ~ ~~ l ~ a - 11 'F a - ° a 1 1 y- ~ a - ~ „ - z r~ i ~ _ ~~_~ o e 1~y Y - ° - ~ u u ~ LL ~ I a _ - a - i < ~ _ ~ I o' O ~ ~ i ~ I •J o I ~~ ~ 1 .1 C~WZ I ': Y ~ W T ; I b ~ , - ~, N 11- ,tl ~11~ ,1 _ 1 ^ I ~ ~ /,~% _ _ _ ter' - _-1 1 - ~ ~ ~ .E ~- -° _ ~ ::._ 1 .J.° `-Jli ~~ i i i;__In~ I ^ i _--1.11 ~_ ~~ J _ o , .s I ~ ii ~$'° N'__- °e .g czij__~ _-g"~'___ O I ~_ C3 .~~j ~O_ C~ ___~_ = ~ 1 1 e • 11~/ __ ° o - _ `- e ll..~~ 8 ~ it ,~ \~ hl^u ~ I _.. 1--.j ~ - LJ, r ~ _ ~I ` ~ P L ,_ C a e I s _ - I t ~~It~ _ ~ ~ I ---- - --- -- ----=- -- - - - E _ - ~ L_ ` ~ I 1 1 1 _ 1~ i 1 ~ 1 1 ___ 1 1 ._ 1 1 -- -- z + 1 -11 I - W ~ ~I ~ 1 ~ ` - ° .. I '~ ._ .- _ i _ n F _ r-- N~ r E~_ ~. r 1 _..... _ ,. ~~ _ L F ~~ ~ ~....t - r _~ ._ i I L. I .._ F-~- -. _ r- -J I ~ F ^- ~ ~ __ ~ _~ ~ g - ~ -- ~ ~ ~ ~ f~JI 1I, ~_ _ ~ 111 ~__ _ _ _ 1 ~-, ~__k-- _~ t - , _ L ~_ __.-. ~ tCLj _ s - -s _ . -s - ~ -.- _._ ~ - ~--~-~L j jJ~~irS__. I ~r~- ' i ~i 10 11 • • Request for Reconsideration of Commission Action Request for Reconsideration of Commission Action: A Commissioner, a member of ACHD staff or any other person objecting to any final action taken by the Commission may request reconsideration of that action, provided the request is not for a reconsideration of an action previously requested to be reconsidered, an action whose provisions have been partly and materially carried out, or an action that has created a contractual relationship with third parties. a. Only a Commission member who voted with the prevailing side can move for reconsideration, but the motion may be seconded by any Commissioner and is voted on by all Commissioners present. If a motion to reconsider is made and seconded it is subject to a motion to postpone to a certain time. b. The request must be in writing and delivered to the Secretary of the Highway District no later than 3:00 p.m. on the day prior to the Commission's next scheduled regular meeting following the meeting at which the action to be reconsidered was taken. Upon receipt of the request, the Secretary shall cause the same to be placed on the agenda for that next scheduled regular Commission meeting. c. The request for reconsideration must be supported by written documentation setting forth new facts and information not presented at the earlier meeting, or a changed situation that has developed since the taking of the earlier vote, or information establishing an error of fact or law in the earlier action. The request may also be supported by oral testimony at the meeting. d. If a motion to reconsider passes, the effect is the original matter is in the exact position it occupied the moment before it was voted on originally. It will normally be returned to ACRD staff for further review. The Commission may set the date of the meeting at which the matter is to be returned. The Commission shall only take action on the original matter at a meeting where the agenda notice so provides. e. At the meeting where the original matter is again on the agenda for Commission action, interested persons and ACHD staff may present such written and oral testimony as the President of the Commission determines to be appropriate, and the Commission may take any action the majority of the Commission deems advisable. f. If a motion to reconsider passes, the applicant may be charged a reasonable fee, to cover administrative costs, as established by the Commission. 12 II Development Process Checklist II ®Submit a development application to a City or to the County ®The City or the County will transmit the development application to ACRD ®The ACHD Planning Review Division will receive the development application to review ®The Planning Review Division will do one of the following: ^Send a "No Review" letter to the applicant stating that there are no site specific requirements at this time. ^Send a "Comply With" letter to the applicant stating that if the development is within a platted subdivision or part of a previous development application and that the site specific requirements from the previous development also apply to this development application. ^Write a Staff Level report analyzing the impacts of the development on the transportation system and evaluating the proposal for its conformance to District Policy. ®Write a Commission Level report analyzing the impacts of the development on the transportation system and evaluating the proposal for its conformance to District Policy. ®The Planning Review Division will hold a Technical Review meeting for all Staff and Commission Level reports. ^For ALL development applications, including those receiving a "No Review" or "Comply With" letter: • The applicant should submit two (2) sets of engineered plans directly to ACHD for review by the Development Reviev- Division for plan review and assessment of impact fees. (Note: if there are no site improvements required by ACHD, then architectural plans may be submitted for purposes of impact fee calculation.) • The applicant is required to get a permit from Construction Services (ACHD) for ANY work in the right-of-way, includinc but not limited to, driveway approaches, street improvements and utility cuts. ^Pay Impact Fees prior to issuance of building permit. Impact fees cannot be paid prior to plan review approval. DID YOU REMEMBER: Construction (Zone) ^ Driveway or Property Approach(s) • Submit a "Driveway Approach Request" form to Ada County Highway District (ACHD) Construction (for approval by Development Services 8~ Traffic Services). There is a one week turnaround for this approval. ^ Working in the ACRD Right-of-Way • Four business days prior to starting work have a bonded contractor submit a'Temporary Highway Use Permit Application" to ACHD Construction -Permits along with: a) Traffic Control Plan b) An Erosion & Sediment Control Narrative & Plat, done by a Certified Plan Designer, if trench is >50' or you are placing >600 sf of concrete or asphalt. Construction (Subdivisions) ^ Sediment & Erosion Submittal • At least one week prior to setting up a Pre-Con an Erosion & Sediment Control Narrative & Plat, done by a Certified Plan Designer, must be turned into ACRD Construction -Subdivision to be reviewed and approved by the ACRD Drainage Division. ^ Idaho Power Company • Vic Steelman at Idaho Power must have his IPCO approved set of subdivision utility plans prior to Pre-Con being scheduled. ^ Final Approval from Development Services ACHD Construction -Subdivision must have received approval from Development Services prior to scheduling aPre-Con. 13 f~.~ ~ , ~ ~.. .w+v' ~ ~ 4 ~~ L~x r~ rb,~ t 'i ._ GENERAL LEGEND [warwi [s[ x v..ool ------ eo,.+w.urc wcln-a-wa [uslw [[na w[ f0 n[ancw iw a cmr.e auvwx[ m ® [vinxp au • snmw .wx GENERAL NOTES: 1 s o~xcoxe .wi coomw.rn .u[ w roa e waMS ~~ [ vrouao rn vnnrtll¢ [°awlwKSar nuwo [x +Kr xa rt~aum n MI6[ [xwy[q rOW~xrn MI Maa a rwxR[ frrM[~. `[ ca nwr M,sl ~u uwwai,la nixes ~n ro srxera NUMBERED NOTES: QI +xwir vxwl - s¢ acw. r. IMI sx[n. O cn.wm rlnnnwl - sn wxz z rxa sxm. O [~ slNn- sc[ aaRSww.xo[ rm ra Dort 4 [ea- sa srnuenrw/.wa. uuxln ra o[I.u. 5O loo• ww[ wlauow ca[uort © <o1w[.[ awx ,we wlw sa [rw¢n.us/ua. w.wxos ra etuiz Q rulua wrxoxw[an BO sa .owl Iwo Q r qua axex laurori p'.r +vx.s[ vo .nwc[xl ro 5 ~ M, v~wl - axcx[i er oxxa © In oxnt~ wo[pa 11 saq woMOxol°ielN°s 11 1i[i~ i°~ ax° f09n,u°snwrs ..xn[_ ra vax wrm O} rulua IxµLgwq _ f[[ [[¢ncw owi .,i,.li tuel.ei - `u::xiii ~ ~ ~ ~.a \ V /(~ !~ Ur 11 (~i)0 I- `\`~ -{J T,. 1~ VICINIM~ MAP \ps~~ ~..~ \ .~.~z/aRV~ G~R! ri.fll\ 9ru v I' ~ J01-P I11 111 11 Iii III 11 111 tll III III 111 III 11111 1111 1 1' 111 ~ x~ ~ ~ . ~`y `\ .. r .`` \ 9 `\~ .`~ \ ``~ \\ ``~` r ~~ y ~~ I•., Y/r ~ `\~ ,.~ ` ~ ``\ . \` `~ i ~~w17V' v'~1[ ~, SLTE PLAN 9611E 1 l ]p'q 1 P li 1; --~If I~,, ~~ d\y ` \ ml 1 IIII jl IIII ~-- IIII ~-- ~ ~ IIII 1 \ ~p~.. ~ ` ~~~~ I Il . fl . il 1 \ `\ ~ 5 \ ~----- ~ `~ ` ~ ~ ~ \ \ \ )~ NwatlC rLNr W -~/~- iccturl rx uoc[ vxcrro fuMa ... .: '' wx. 1 xPATHWAY SECTION DETAIL ~~r~ ]i :rc~ wx no++ Y\~~ .-. r•rm'R tMx +c )- ar -~/~ .Itfi 2 CONCRETE FLATWORK J4Wc~ S a ~+ Ig s J 1 ..yl` u..- >, .: ss - ~ !AI~ ~ ~~ ~3-.~ .~ ~ 5 rye"`"--° - ~ ~ - ^~ S ~t ~. t ?-,rr ' ~ ~~ ~ '. r r +. ~ .h i ~ ~tr ~{ ~ t ~ .~~~ i' r I~~. ~' ~ ~~ 1 * if I x~ ~ 1 , +~ ~ fi . .~: i s 1 ~ ~ _ I . _ l ~y~~ r ~ v 1r a ~ ~ITttk i In , f I ~ ~r ~ ~~ ~S:n x 1 - .