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Maxfield Buildings A and B CZCi t_ ~:; ~~~ ~', ~I ~, .;,. . :~ ~:~ ~ ~- ~' 1,: -, y.~r, w ~_ ., -; ~`, ~~`_ , ~(E IDIt IAN~- ~J c~-~- i~TOTE: This is not a Buildin,e Permit Prior to anv construction, you should contact the Buildine Department at (2081 887-2211 to verify if anv additional permits and/or inspections will be required by the Meridian Buildine Department. CERTIFICATE OF ZONING COMPLIANCE Date: December 2 2008 ' ` ~' ' ' ., ~' T r' Project Name/Number: Maxfield Buildings A and B- CZC-08-102 ° ° ~~ '~~~~~ Owner/Applicant: Cottage Investors II, LLC/The Land Group Site Address: 3295 E. Falcon Drive Proposed Use: Construction of two new residential care facilities (8 525 s f each) Zoning: Comments: Conditions of ADproval: Project is subject to all current City of Meridian ordinances and previous development applications associated with this site, including but not limited to, annexation (AZ-OS- 027), development agreement (instrument # 105152708), preliminary plat (PP-08-004), conditional use permit (CUP-08-008), private street (PS-08-003), and conditional use permit modification (MCU-08-004) approved foi~ this subdivision. The issuance of this permit does not release the applicant from any previous requirements of the other permits issued for this site. 0 0 0 0 0 ~- ,:rt~-:~ ,~;, ~~,. . 'ti a j -: The private street shall comply with the standards set forth in UDC 11 3F The site shall comely with all of specific use standazds set forth in UDC 11 4 3 29 1 ' w, ,~, „ri ^, _ ~~:.; - ~' ~;:. . `'i ~~ <~ E4.- .. h Site Plan: The Site Plan prepared by The Land Group, on November 20, 2008, labeled C2.00, is approved (stamped "Approved" on December 2, 2008 by the Meridian Planning Department) with the following notes/changes (see redlines on plan): 1. The development shall meet the dimensional standards of the R-8 zoning district. The front setback for Building B does not meet the required dimensional standards. Revise accordingly. The approved site plan is not to be altered without prior written approval of the Planning Department. No field changes to site plan permitted; prior written approval of all material changes is required. Prior to final inspection and sign off for this project, a written certificate of completion shall be submitted to the Planning Department, prepared by a landscape architect, landscape designer or qualified nurseryman responsible for the landscape plan upon completion of the landscape installation. The Certificate of Completion shall verify that all landscape improvements, including plant materials and sprinkler installation, are in substantial compliance with the approved landscape plan. Landsca~g_ The Landscape Plan prepared by The Land Group, on November 20, 2008, labeled Sheet L1.0, is approved (stamped "Approved" on December 2, 2008 by the Meridian Planning Department) with the following notes/changes (see redlines on plan). 1. Conifers shall be used sparingly in the required landscape buffer along Eagle Road (UDC 11-3B-7C), revise accordingly; and 2. Relocate the conifers in the landscape buffer along Eagle Road to the center of the buffer (IJDC 11-3B-SC). The approved landscape plan is not to be altered without prior written approval of the Planning Department. No field changes to landscape plan permitted; prior written approval of all material changes is required. Prior to final inspection and sign offfor this project, a written certificate of completion shall be submitted to the Planning Department, prepared by a landscape architect, landscape designer or qualified nurseryman responsible for the landscape plan upon completion of the landscape installation. The Certificate of Completion shall verify that all landscape improvements, including plant materials and sprinkler installation, are-insubstantial compliance with the approved landscape plan. Elevations: The Elevations prepared by CSHQA (Sheets A4.1 and A4.1 G, dated November 17, 2008) are approved with no changes from the Planning Department. Li tin : Lighting shall not cause glare or impact the traveling public or neighboring development and comply with lighting standards as defined in UDC 11-3A-11. Irri ag tion: An underground, pressurized irrigation system must be installed to all landscape areas per the approved specifications and in accordance with UDC 11-3A-15. Protection of Existing Trees: Any existing trees on site must be protected or mitigated for in accordance with the Tree Preservation section of the City's Landscape Ordinance. Per UDC 11-3B- 10, coordinate with the Parks Department Arborist (Elroy HufF, 888-3579) for approval of protection/relocationmegsures for the existing trees prior to construction. Any severely damaged tree must be replaced in compliance with UDC 11-3B-10-C.5. Parkin: The proposed parking areas shall be paved and striped in accordance with UDC 11-3 C and 11-3B. Project engineer/architect shall certify that the number and size ofhandicap-accessible spaces conforms to the Americans with Disabilities Act (ADA). Handicap accessible stalls must have signage in accordance per ADA and signed accessible. ~~ ~ ,'f,. i . ht' ~..,~1 ~:'=~? ~~4~ it .-w t _~:: ~::'~ ai '^:;i ! 1-. - ` J~ Curbing: Per UDC 11-3B-SI, all landscape areas adjacent to driveways, parking lots, or other vehicle use areas, must be protected by curbing, wheel stops, or other approved protective devices. Curbing may be cut to allow for storm water runoff. Sidewalks: All sidewalks shall be constructed in accordance with 11-3A-17. Sidewalks shall be constructed prior to occupancy. Drainage: Storm water drainage swales shall not have a slope steeper than 3:1, shall be fully vegetated, and shall be designed in compliance with UDC 11-3B-11 and UDC 11-3A-18. Signa.ge: No signs are approved with this CZC. All business signs will require a separate sign permit in compliance with UDC 11-3D. ~'~ ~: . Y ~~~ 0 ~; .. Trash Enclosure: All dumpster(s) must be screened in accordance with UDC-11-3A-12. Trash enclosures must be built in the location and to the size approved by SSC. Handicap-Accessibility: The structure, site improvements and parking areas must be in compliance with all federal handicap-accessibility requirements. ACRD Accebtance: All impact fees, if any, shall be paid prior to the issuance of a building permit. If any changes must be made to the site plan to accommodate the ACRD requirements, a new site plan shall be submitted to the City of Meridian Planning staff for approval prior to the issuance of a building permit. Certificate of Occupancy: All required improvements must be complete prior to obtaining a Certificate of Occupancy. All changes in occupancy need to comply with the requirements of the Building Department. It is unlawful to use or occupy any building or structure until the Building Official has issued a certificate of occupancy. A certificate of occupancy or temporary certificate of occupancy is obtained from the Building Department (208) 887-2211 after inspections are complete and the field inspection record is returned to the Building Department. Plan Modifications: Except for the changes mentioned above, the approved Site Plan, Landscape Plan stamped "Approved" on December 2, 2008, and Elevations, and are not to be altered without prior written approval of the Planning Department. No significant field changes to the site or landscape plans are permitted; prior written approval of all changes is required. Note: If the plat for the subdivision in which this property lies has not been recorded, all subdivision improvements shall be installed prior to occupancy of the first structure in the subdivision. Vigil Assistant 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., etc. This letter shall expire one (1) year from the date of issuance if work has not begun. :~,-~, ~~ t~~~ ~-~~~ ~~ ~{~r~ ~~;~ ~~._ r~ ~~: ~ ~ F>-r, ,, ~.: ~ -~ _. ~; ~t ~~;~; ~.~,: ~.~: ~; .:, ~; ~; t, _, Y:. - I{~ . f~ ~i:~ E II~TA~- Planning Department 1® H ~ STRATIVE REVIEW APPLICATION ~ ~ r. City of -vleridian ' Type of Review Requested (check all that ~jgt~ ®gj83trtiYl~iBf Accessory Use Alternative Compliance Certificate of Zoning Compliance Conditional Use Permit Minor Modification Design Review - Private Street Property Boundary Adjustment Short Plat Temporary Use Certificate of Zoning Compliance Time Extension (Director) Vacation Other STAFF~LI'SE ONLY: -File number(s): ~ ~ ~ - p g ~ / p 2 q ~ p Project name: _~a~~ ~~ ~G~ TSB D Date filed: ~ '!~ Date complete~2'"l Assigned Pla-n~nepr: I~ (~=5"'~~Y/ ~(n~_ Related files: i' T '' ~~~ ~b't , ~''~"~~ ~ ~d Applicant Information `t}- Z, •- D C"'-- ~?i? p #' ~ ~ (}~~ SZ ~~ O Applicant name: The Land Group Inc./ Phil Hull Phone: 939-4041 Applicant address: 462 E. Shore Dr. Suite 100 Eagle, Idaho Zip: 83616 Applicant's interest in property: ~ Own ~ Rent ~ Optioned x1 Other Representative of Owner Owner name: Cottage Investors II, LLC/Garold Maxfield/David & Natalie Gray Owner address: 1920 MayFlower Way, Meridian, Idaho/ 3295 E. Falcon Dr. Mer A ent name e. azchitect en eer develo er re resentative • Same at AppllCant g ( g•, gin P P )• Firm name: The Land Group, Inc. Address: 462 E. Shore Drive Suite 100, Eagle Idaho Primary contact is: ~ Applicant ~ Owner ~ Agent ~ Other The Land Group, Inc. Contact name: Phil Hull Phone: 208.939.4041 E-mail: phil@thelandgroupinc.com Fax: 208.939.4445 Subject Property Information Location/street address: 3295 E. Falcon Drive, Meridian Idaho 83642 Assessor's pazcel number(s): 83193250021 $ 83193250023 Townshi ran e, section: Sec. 28, T 3N, R 1 E 4.697 +/- P~ g Total acreage: Current land use: Low Density Residential/Open Current zoning district: R=8 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 1 (Rev. ai4rosl - _ ~~ ~ .~ ; ^f } t ...... .. .... ..... 5 ~ ~; C ~'~c4 S ~ 1 T ~~ ~ Y 1 Ki~ ~ t ~ ~ yy_ > 1~ ? r7 .~;.{ f p '1 Cpl { iN,~'t nt 'S ^Y F° f ~ Z:'~ .~ Phone: 658-1558 Zip: 83642 Phone: 208.939.4041 Zip: 83616 ~- :~ ~~ 4 i y' i { ~ ~ i µ::i~ :~. L ~' 4 ri .. .I Project Description `- ~ ` Project/subdivision name: Maxfield Subdivision ~~ '' General description of proposed projectJrequest: CZC ~~ ~' Proposed zoning district(s): no change -r,„ no change Acres of each zone proposed: ~y Type of use proposed (check all that apply): ~ - ~ Residential ~ Commercial ~ Office ~ Industrial Other Retirement Cottages ~a'- Amenities provided with this development (if applicable):Landscaping ~: Who will own & maintain the pressurized irrigation system in this development? Cottages LLC y Which irrigation district does this property lie within? Boise Project Board of Control (BPBC) f Primary irrigation source: Surface Irrigation but city to start Secondary: City of Meridian ~' ~ 87,204 sq ft Square footage of landscaped azeas to be irrigated (if primary or secondary point of connection is City water): Residential Project Summary (if applicable) ~ ' ~"~ Number of residential units: 5+1 (existing house) Number of building lots: 6 ~`,, `,_ ~ Y Number of common and/or other lots: 1 :~ t~ ^~ ``j Proposed number of dwelling units (for multi-family developments only): - 1 Bedroom: n/a 2 or more Bedrooms: 5 @ 15 individual beds + House Minimum square footage of structure(s) (excl. garage): 8525 sf proposed building height: 22 ft .39 acres Minimum property size (s.f): Average property size (s.f.): •42 acres Gross density (nU/acre-total land): 6/4'7 Net density (nu~acre-excluding roads & aueys): 6/3.88 . 47% 2.2 acres Percentage of open space provided. Acreage of open space: ~~ ~,,~~ Percentage of useable open space: 18 % (See Chapter 3, Article G, for qualified open space) T e of o ens ace rovided in acres i.e., landsca in ublic, common, etc ;landscaping, common area yP P P P C P g,P ) -~ > Type of dwelling(s) proposed: ~ Single-family ~ Townhomes Duplexes ~ Multi-family $i` S`r ~ Non-residential( Project Summary (if applicable) v' z Number of building lots:n/a Other lots: n/a Gross floor azea proposed: Na Existing (if applicable): n/a Hours of operation (days and hours): n/a Building height: n/a Percentage of site/project devoted to the following: t._'~ Landscaping: n/a Building: n/a Paving: n/a Total number of employees: Na Maximum number of employees at any one time: n/a r<: Number and ages of students/children (if applicable): Na Seating capacity: n/a Total number of parking spaces provided: Na Number of compact spaces provided: n/a Authorization ~ 1 . Print applicant name: ~/„+~.r,t ~~-,~T , 'Zt,~ti ~~ Applicant signature: Date: (~iT„~, 2f7~ 660 tertower Suite 202 • Meridian, Idaho 83642 `° Phone: (2 - 3 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org ~~; __ 2 ~; :. ~~ may: '~{ r't a !f ~.. ,' _ w '~2 ~~ Y ~ 1 a" R:, ~ ~~ w ~~' ~2~-~Cr~ ~R',~ ~~ is 1:°iw ~k~'F l.~~i ~k ~ ~' ~` a ~ ~.4:. i '~. ~~~ }~.axrxri'f C T t ,~s r',ti 4 r~ k~'~• ~~ 6~.a2 f " E yy F} i,~ ~~L~~f~~~~ yy~ ~~~ >f F ~ ~ ~,r ti ~c. ~ ,~ '..yet a~'~daf'_ ` R ~.,. *~r-,~ ~f ~a~ `~, ~ - ,~ J ~~ ~` ~* `~ir> ~x .~ ~, ~~ ~ ~a~Jar~ a'~ !a € k~'t ~ +, ~, . ..-~, ~js j ~~ r~'=-'~ r ' "' ~ ~~ '~ y"~'`' ~_~y~ ~" ~" e .~4.,.}+ e fi. s ~_ vs, r}~~" ~ `~ r s ~- • ~~~ ~~ c" ~: ... i; ~,:. ~`~ , ~; z September 26~', 2008 City of Meridian-Planning Department 660 E. Watertower, Suite 200 Meridian, Idaho 83642 Re: Maxfield Subdivision- Certificate. of 2olning Compliance request Applications PP-08-004, CU-08-0OQ8 and PS-08-003 (see also CUP Mod request of 9-26-08) j Dear Planning Department, The application being submitted represents a request for approval to begin construction of Buildings A.and B - the first of the five CUP (#CU-08-0008) approved assisted living buildings. Building A will also provide the administrative office for the two buildings and subsequent phases of the development. As addressed in the concurrently submitted CUP Modification request, no additional building permits will be issued until the final plat has been recorded (i.e. -prior to issuance of a building permit for the third building). With respect to the conditions of approval, please note the following: 1.1.1 Understood 1.2 - 1.1.2 Access will be constructed as required with the 1.2.1 Lighting: Understood. Photometric plans provided construction of the first two buildings. Appropriate 1.2.2 Understood: Detailed Landscape plan is included for easements will be provided and noted on the final this portion of the development and will also be plat prior to recordation of the final plat. submitted with the final plat application 1.1.3 Structures will be removed and no additional building 1.2.3 Understood: Landscape plan provides the detail permit to be issued per CUP Modification approval. regarding construction of the perimeter fence. 1.1.4 Lanscape plans are attached and perimeter buffering, 1.2.4 Applicable Ordinance: Understood landscape, and fencing will be constructed with the 1.2.5 Expiration Dates: Understood construction of these first two buildings. We have 1.2.6 Understood: See lighting plan (attached) for Outdoor met with the City Arborist and he has provided lighting standard compliance comments regarding any Tree Mitigation. There was 1.2.7 Understood: Buildings comply with the applicable R-8 no required mitigation; however, note that we are standards providing far more trees and landscaping than is 1.3 - required by ordinance. 1.3.1 Understood: See landscape plans 1.1.5 Irrigation will be provided via the a connection to city 1.3.2 Understood: See landscape plans services. 1.3.3 Understood 1.1.6 Understood; however as mentioned above and in the 1.3.4 Understood: Revised plans included CUP Modification application, the perimeter 1.3.5 Understood: See also revised CUP Modification improvements and access/drive will also be 1.3.6 Understood: Owner to address Signage with future constructed as part of this first phase. apps as maybe required 1.1.7 LOC: Understood 1.3.7 Understood: CUP time limits 1.1.8 Common Area Maintenance and delineation: To be 1.3.8 Understood: included with the final plat. 1.3.9 Understood: Compliance with use standards 1.1.9 Sidewalks/Walkways: to be constructed per plan and 1.3.10 Understood: Owner to obtain license as required and in coordination with ACHD, etc. discussed with staff 1.1.10 Understood: Private Drive shall be recorded during 1.3.11 Understood: Stamp approved plan Is included the final plat process. 2 -Many of these items will be addressed with CD's and 1.1.11 Driveway approach will be abandoned per plan and final platting when sidewalk is installed. 2.1 Understood c~ Site Planning • Landscape Architecture • Civil Engineering • Golf Course Irrigation & Engineering • Graphic Design • Surveying 462 E. Shore Drive, Suite 100 • Eagle, Idaho 83616 • P 208.939.4041 • F 208.939.4445 • www.thelandgroupinc.com ~r, ~' ,. ~ .~- ~Y ~ c G >' ~re~is &f c~.e ?r '' 1 t T,Y' wn , 3n, ~c~ r ~'. ~~ ;'~du~~ 9 r'tt s 4 ~~ a,~'; ~ }L 1 3 __ r ~~'v r~~=~~ y err 4f `~' 4' » r~'t ~ .~+~ i4 .-~ H ~.: t3: ~t$it 4 (117.., Xi~~"~"m.~4 k "" t f `^ ~ ~ hJk r .1 ~ v .may `,mµ7,; Fs~ T r t-,i -~. ,'}*~a ~~y?y1 ~ ~~, i.~~tn 1 w~ ?. - { ~ `~`~ oaf ~`'4t a 4 ~., ~ ~;.< ~nw^ ~' s ~ `ma'y `,:, ~ ,>~' 9~ ~ x '~`~ ~ t a, ya. ~' ,,. r <` ~~: ' ~~ `: .: '' 2.2 Understood 2.3 Understood 2.4 Understood 2.5 Understood: Structures to be removed 2.6 Understood: See plans 2.7 Understood: to be addressed at platting stage 2.8 Understood: to be addressed at platting stage 2.9 Understood: Street signs to be addressed prior to final plat 2.10 Understood: Letter of Credit 2.11 Understood: See also CUP Modification 2.12 Understood: Fees 2.13 Understood: Army Corps 2.14 Understood: To be addressed prior to final occupancy 2.15 Understood: grading 2.16 Understood: Compaction Testing 2.17 Understood: Certification of Centerline elevations and high groundwater...prior to final occupancy and/orfinal platting 2.18 lnderstood: Seepage bed...see plans 2.19 Understood: Record Drawings 2.20 Understood: Street lights...see attached plans 3 -Many of these items will be addressed with CD's, building plans, and/orfinal plat 3.1 Understood: Water supply 3.2 Understood: Hydrants 3.3 Understood: Fire Flow 3.4 Understood: Additional Hydrant location 3.5 Understood: This item has been thoroughly addressed with the fire department and recently approved by the department. Joe Silva was to send a copy of the plan to planning for their files. 3.6 Understood: Already discussed with Fire Dept 3.7 Understood: Hydrant locations should be properly noted on the plans. 3.8 Understood: No Parking signs will be placed as required 3.9 Understood: Road and pavers will meet specifications 3.10 NA 3.11 Understood: We will work with you to Identify Addressing-prior to final occupancy and/orfinal platting 4 - 4.1 Understood: Police issues 5 - 5.1 Understood: We have addressed with parks. 6 - 6.1 Understood: We've addressed with Doug of SSC 6.2 Understood: We've addressed with Doug of SSC 7 -Most of this will simply be addressed with construction and/orfinal platting 7.1 Understood: Dedication to occur at required with platting 7.2 Understood: Sidewalks shown on plans 7.3 Understood: Street sections will comply 7.4 Understood: Falcon/Driveway access will comply 7.5 Understood: Direct lot access to Eagle is not proposed 7.6 Understood: We'll comply with Standard COA's as well (error in labeling occurred as these were redrafted as 7.2 to 7.2.11 in the findings that we received-but we understand) 8 - 8.1 Understood: Will obtain written approval from CDHD prior to final occupancy and/orfinal platting 8.2 Understood: Sanitary plans will be submitted to the required agencies as noted 8.3 Understood: Mosquito abatement w111 be addressed With the approval of the attached plans, the approved CUP Modification application, we trust that we will be able to proceed in obtaining the Certificate of Zoning Compliance so that work on the two proposed buildings can proceed as planned. Thank you again for your assistance. Sincerely, The Land Group, Inc. ~: Site Planning • Landscape Architecture • Civil Engineering • Golf Course Irrigation & Engineering • Graphic Design • Surveying 462 E. Shore Drive, Suite 100 • Eagle, Idaho 83616 • P 208.939.4041 • F 208.939.4445 • www.thelandgroupinc.com .. , ..... _~ is ~.sr ,r'' b r~, .~ J' '-A •- .-..3 n ~s?,y ~ '~-'f t ~__ _. LY.. y' Syne z,~ ~ w +i ~ ~ ~~ ~^k__i p. ~ V~ _~ ~A .. Su a ~C'Y~!i Van Elg Senior Planner < ~: k:_ t ~'~ , t3YS ~ ~ ~b~5 ~~ A ~y d"~' u t -~ .. r~;~ w~i F~4s ~_ t , ;;~n.~ ' i ~~ ~~~~ iE ~F'"'i t~ ?~ ~.. S 3a F ~~~~ ~s 7 ~ ~t4 ~ v '„~= °'; Y"~ ~~' ~' ~"rn' n {~i ,,{ ~`~`; , ~ ~ SiK L 3, 1 14 y :K., '. nl~_: :~' ~~ , ~~~¢ N f _ y ~. 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Y........... ~~~ i ~~~. a~?ki.X a•:. i.. ,; . t , }_:d~r ~~r~!e:_ ~~ ,. e.. .,. ,. x:i ~' :":r r7 . ; 3' ~i i~ is $4.i~~~4',~ 09-12-'08 10;07 FFiQM- J M~ •~ ~.~ ~~ ~' ' ~3}W$ • ry" •,~ t ••'i ;t: :-` ~~ r ~ q 1 ~ ® ~ y t ~~ ~ •Prel3.minary Plax Ui~it Sit L t ~ • iVla~dieZd' Subdivision Meridian, Idaho ,»7iii.-jj;~ ' i~ y e aq©u s T-967 P001I001 F-872 A` Y ~~ Y S } 7.+}e'rS~FYS !' ~~~ } p i t ,~Ck a,~Y ~! ~ r-k•yr~ ~{ ~ ti, :fie 3-~ m°~ ~ t `- yyyl 4 ~~ ~ •~' ~ tx f~7 ~ d~?;;~Y~F~ ~r~.~ ;td ~ ~ ~ ~ ~ij~ ~j'~ ,q4~. ~ "4 ~: t. t~3: .5. i s ~v'~ ~ ns~ c,F^AAV r ;. 3r"t ~ .T.u. ~~}, ~ tX •"~w ;~ ~ ~~~ c~ ~ztr'" v: ~~ ~ . ,: ,c f± 8a`~a~'-~ fid+~ iG ^r~} ~ ~" ~r ~~n~v~~~~ ~` ~ ~ ,~ „~z. r~~~~,~ v r t n ,j cc K'~~ ~~ .f-.°~s4q ~iC~ "- ~'h~ p~'sr`~ ~.Y ~vs ° qq f] ~ r~9 - ... -,;~ I fy1-,Y. 5.1UU5 It-:;~~M F10NEE~ TITLE MEh ~'{ ~~ :. ~_ ~- PIONEER 1Ti3/r~E~~C~O~MPANY ~,, 35?.5 H. Overisnd Ad. / Mertdien, Idaho 836~4Z (2d8) 8$8-7230 ~~~; 'VVAli~tAN'~X DEED N0. i4) f. 1 ~~ t For Value >~eirrrd J. H~uce Nelson, alto kno+va as Joseph 8ntoe Nelson, es his sepuate estate sad Janice Wakley, vrbo too& title as JeNce W. MaLon, et her aeparAty estate. ttar+eiam4ter ~farnrd to ~ tittantos, daes hereby S+~t, , se8, wurent sad convey unto Cottage Iaveaots II I.d.C hesaiaeBarnfeer~ed td as ~cazaeo, whose oeortaat addeesa It 3245 Best Patton Drive. Meridian, lD 83642 the tbIlowiog descslbed ~, to-wlt: ` i...r f._... ~ 1 v 1 Cat S ofAmendedPlat of (Cats 3, 4, 5r 8 sad 7) oft3olden 8agle &+taoaa accaa~di~ to the plat tl~af8led iA Hook 39 ofPlats at page 3lZ'1, a~ad aY BgBbeera Affidavit tacord~al ' 4,1984 ea Iaatnnnaat No, 8A49424, rooosds otAda County, xdeho. To HAVE. AND TO BOLD the said premlo4s, with their appmteasnee~ unto the said Crraatee, h4 Mein and ssslHns fbrmvar. Amd the aatd t3caator does hereby cov~,etit to sad w~ the laid cirets~4, thtt Odmtor is the owrror io fee #imple ofl~eid pgroooi~ses; thAt said pteaolaee arit iii 8'om aU ~ except cwa+ert Y~ . levie~t, e~ essesso>~, sad saccept U.S. Patent t+nrervt~iotier, reeori~taaa, aae~eota,af record, sad eaeeaaenta rfielble the procaisea, sad that tirantor wOl warrant sad dethttd tiro same &+em all ela3ms wbatsoevm. Doted: April IS, ZddS ' .. t+ ..~ ~ Netsets imice W.14elson STATE OF Idaho . Cotwty of Ada. ss. ~` ;'~~ On this l S day of April, h- tho you of 2003. bafora ane the undersigned, notary pttblilo personslly appeased t. Hruco Nelson end Jenioe Wekley, laeowa or ldaoa~iBa4 to trio to bt: the pessoalpaaaoas ~`, ~ ~ whose name Ware ascribed to tba wiRtia inateutn~ sad eolmowledged to me that be/sbtelR~tay ; ' axeeuted the gyms i ~ ,ettttittratrpr~,i ~ . ~~~~ ~ 1-~, ~~ +~~ ~i5.~ bQ~ ~ w_....~i •r_.a .._ 4i S. ~'f 6 t~ 14~ :' t r` •,. f :rte `~¢~ .~~~~111} QQ~. LL.M1pI.{ .~~ '~j~l, ~ .'.:~. y ~ s ~s'GbSt- '' ~ -! >_ 3 {y.~~,i .W~' ~ `pw5 i'~~ K ~y ~' ~ ~ r 1 pp ,yc ~ F~''~SEr,.r;' Y i 3~ ~~ ~v -i 1~~~sga~ - Yr k~ .~., a ~ , # a' ~ ,- 4 - y 'ZZ ~C ~' ~~ ~s ~~~ ~s^k t~'y~k ~y 7 e r:ly~ r~~ FFi I~ _ f PTrt ~t }i f ~}f 7 y~ ?~+ r ~1. ~'t t ~ ~:£ 1. i1 ~.~' Ft y,r '~ ]ft ~~ t~ `~ ~'ir',fi T 44 ff11 ~c, Y ~ _ f' .2 .tt'i ~~ i^ i : +~ ~ 4\ A :x ~. z ~~;~' _- :1 ~, --~A;:lR q ~{.. . ~, Via. _ Y{ ". ~~.:~, Y M;i'''~:'~ }~ ~%> ~"-.- ~L .: ~_ Y r4 ~~ a~,,..'. ~~~ R~; (ii u~. ' C ~~ ~' v1 ~;: __~ ~~: p ~r, ~ g ~e~ ~ g • ~~a ~:~ pU IS L'~G~~'~ ~~ ~°~~~~NW~~~ ..~ ~ ` ~V a ~tK~;, O j 8i Notary Puisttc of Idaho Reaidiag at Hoiae, Idaho Gosrutttsa~oo exp~es: All 14, X009 tS~3r r:: ,. ~ t ; t,~l'.~'f i'k r~: ~ r 4 ~ i nc t {}' ~, 44. trl~4a K3W/ ~ ~~. i-; v~ s ~i ,~Pub h,.Y' t''~~i K .{ n , r' 1 ~ F ~'y{ i 4'57 , r "'# r I ~ ~ 4 ;. `~ ~ ~ .~ L ~, Y ^V7 (~Ht k f ~_ ~~ ~~ ~ }Y. Sr.:T S -:~ k~~ Kh~ r d~`, J v~.'~ Y N ~ •' .9~' H~ ~ 9 N,:'t } ~. ~ ' '~ 4 1 { r~1p V; 7q t Y~~. f+~Ty ~~~~ ~h. '+YR S +~. ~•' S.••}~Ct '3:~, 3 S ' }~` "t ,,~qy [~ tYY r~ r~fZf~ r '.t F ~ ~. g ! ^ K~'' „~ K ~+ k ' ~ v+ ,. h~1rt Vk 3 i '}~, 3 ~:~ .. J< r`>f snY2.t+ a+ K."~ d "`la ;~ Y M~;*et ~~~~~ a, ~~~ ~h ~-r~,h . rr~: ~~ .~,` '~ ~, . L t: 2tiQa21~ ~ ~~; a ~~ ~.? ~{ p~ 1 (; ~ ADA6QUHfYR~GORDt~iJ.OAVIDMAVAARO A1t~J11[ 6m z 6018810At101911t1D~ 84:14PE~ `~ ~~' 1 ~ ~ 1~6,: ~iil~illl111111iII~1NU11~~1 ~ ~ ~~` - : Ffoaeer 165] 54191 ~~ AP~rtr PIONBffit T1TLB COMPANY ~ / ~szs r~ ov~leadR~d.AiMat~dten, rdeho e3642 I ;;:i (20B) 888-7138 ~ ~-: ,. ~: ':; wn~rrrY non ,, '~' `;` ~ For Value led Iavestate II, LLC ~~ hersiaette'r refeaod ro a9 Grantor, does hereUY$rauk batgeln, wll, warrens end caanrsy unto i DevldR they eadNeteHe(;asy, huebandand wifo ~ j ~# ~` heteinafterrafrmd ro es Grentek whosacurrenteddr~s is 329613 Falcon Dr„ Mcdd'ien, ~ 61642 . the folleadug do~ibed pt~tdem, to-wi0 ~# .: SSB BXFIIDITA ATfACHBD H6RfiTO ANDMAD$APARTHARL'OF. ~~ • ~'~ ~-, To f1AYE AND TD HOLD the eaidpramlaea, widirhoirappuartamneaaunto the eald trrenroe, hlshotre . ;; .' sad eaai6aa 3brover. And tlra ®id firaninr does hereby cnvoaent to asd with the said t3rantea, that Grantor ~ istheotanerlnfeeabnplnofeeidpremlees;thaiaeidpn:mise9ata$na$owallentutmEtteateaoxcaptctnreat ~', `~ Yasrn taxes, !rules, end nente, and axeapt iT.S. Patent reaervatlone, reeti:lefiana, aeaemants of record, ~ t and easeraenes vteibla upon IhepramlveL ead that Gmntnrw110 wad and defend the rants $'em eD olalms ~ i :. whatsoevor. Dated: October 12, 2065 ' ~ L CTTLG]i InY~aro II, LLC ~~ ~~ t • ` ;" "",,'~ STATB QP IdaLo, Ceunty oFAda, ae i Qs thls~, day of October, la iheyearof260s, be~fbre aSeAlmtt GPkrae, a notary pablle, ~,' po-sonallyappea~ed~~~,Ir.1 CL1Ox tiefU.lmownorldemtltiedtehe t'Y~-a. a.-rc~,..v~ oFthemamber(s]/mm>agar(a}to s lim4ted llabliftycompany, of iha membei(s)/n~agw(o) who enbsaHhedsa{d Ilmlted Itabltlty •~I eampaay name ro Wo forogomg fnekumenk end aotsaawhwEged ro me thathefshaRitayexecutad the ~r„ ,, .: same in eatd lrmited Uebllity contpegy name. ~'.= I O Plete;e t' ~a Al A ' ~ ana ~} g _ Yxi : .~' i~ i NotaryPublYaofIdaho • G e ~ e ~ `" ' }S dy = Residing at Mrridlen, Id s . ~~ ~ !' Cmmnissten expires: 9epteatbar 19, 2069 * •. ; . ` + , ~ •, ......•~ 8J11fl1J .s . •,~ ~b.,. V`.nN sr, ;- COMMl3510N EXPIRES BitBl09 ,_ AES1DtNG PA1:;2iL~lAN, IDAFIO s!;; ~; ~; ~: `' ~ . ~ ''>m~ ~~g sue; ~ c ~ F~ ~ T z, `~° ~ ~ ~;~~ `rr i x1.~ 4;a.f ~ _, .~`_~ ,~. c.,_h. x ~ f~;~ '~~ F f; tom. d '~iji'; "~ :1 ~~ ~~ ~5 y ~~~~ <~ 'Sw if ~ N~' 4 3~ ~ ~~ ~ y ~~t~~ F ~ 1 ~ ~ ~` 1 4i ~7.. a•r~ - ~ i ~ r <M 1 y ~• Y t < ~ ~lN~.r ~,1}4} i:i n .[~y'}ix Nom" } y ~t i 3 t ... l~ ~ fk~a~. F N~ ~'T ~a 'I°~i~a S ~Mi' L ~f Sl',t n' ~~,' K P T'1 I -.~ ~~ .. MMN` ~ T ~ 5 ~,r~~ ~ ~'. ~F & f` ..' ~~1 ~~aXSJ ~, r ~ ~~ ~ ,~ f-, ,r ,_ Cl ::i.Y ~ rl~ S'X M:... '. . a:: t~;~ . ~• u, 1~7K~SI'>~ A ' s ' A portion of tot 5 oftho Amended Plat ofaols 3,4, 3, b end 7) oft3otdcn 8agk Astatea ~, (aeeatdtng ra thaplat tbemof Cited in >iook 37 ofPlata at Pegg 3127. and amended hY 8pgineera Atlldavltrecotded Qatohar 4,1984 se instnm<entl~to. 8449424, taootds ofAdaConaLy, Idaho) . y ehuetedivih a Seodon T t 1 ,. a North half of then rthmast uartor 28 ownsb 3 N Rana 13aek , P ~-, 8 4 , '" HofseMarldiea,AdaCottnty,Idaha ~~:x, ~~ ~`~~ A portiart oftotS oftheAmendedPtat aFLots 3, 4, 5, 6 end 7 afCloIdep 8agto 13atatae dtaa~d is ' the NattitbatfoftheNorthwestquarter. Section ZB, Township 3 North, Renga L Hest, Holes . .. ... .... .... Merldimt; Ada County, Idaho ~m partteularly described ae follows .. ... .. .. ........... ....... ......... . . : '~ 4 8eghmtag at Iha li,und rasa cap markhtg theNorthwestcamerof Ssetiott 26, Town8fap3 North. . ~ Range 1 Bast, 8ram which ttia found rrasa Cap marking the Narih quarter Amer of Section 28 ~ . ~= ~ " lxara 9oudt 89°36 63 EeBk Thenco along the West homtdary 11ne afseld Scotiori 28, Saardt OtP27'43" West a diataaoo of 1320.99 tZat to a found S!B ittah rdtarwhhno asp markdng ma Nartlt etateeatlt ofeaid 6actinn 28; Thanae leavh,gaaid West houndaty tins, South, 89'30' l6" Hest a diamnae of33.06'fl~ to a set 518 ~ . ~J fnahrabar wttit plasdc cap stamped "FIST PLS 7612" anthe EaseRightof-way of South Eagle •Road; ~;;;?a Tlaaaca a[oag said R1ghWRway, North b0'Zr43"•Yiest a dlstenee of G2b.22 feet to a net Sll inch Y'' ~~';.~ tebarwlth phtt8ia cep atampad °FLSI 8LS,7612" atwo begitdting of a mrotangaatottNO to the ~ ~~ ~• i Thence leaving setd Rlgh4ot?way of South Eagle Rasdand condnuiag along'iho 5ontherly Rig04 ~;'' of-Way of VJastl+a'lamt brive sad said npnt~gantautva to the right having a length of 41110 feet; r a iadlus x1'17.85 foe;, a csnAtel angle pf 332°52'39" tangents of 40.93 feet' aed a long ohord which -~ heataPionh 83°29'31"I=nst. adietapce of 32.72 tketto asot5(8 taal+ rot+ecwldtphuzdacup 'j atampaA"FL91PL9 7612" at apointantba 9~thedy R~lg6t~ofway ofwestFa[can t]rive; , ' • '~' =' ~ Thence along Bald Southerly Righto~way the lbpowlag courees and dlstetrcesti ". ^ South 30°03'56" Bast a d<alaew of 164.BS Chet to a sat 518 tech tebar wink ptast~ e~ ateatped "FIST PLS7612" attha beghming ofa anveto the leti: 4 ~ Along said outva m thaloRhaviag a length of 187.011 a~adiua of 100.00 feat, aaatth~ai eagle ;'.' of bl°t8'47", taogants aF$9.27 that. end a long chord which beets Booth t51P43'l3" $98Q a ?-^~` r dtateace of 101.98 feat to s sat SIS htdt tebarwhhphurtta asp atampod'~LSIPtS'7612"; ``,; ThanoeNaath88~7'23"Bast,aditnaaoeof90.g5feetmaset5f81uchteheraithpleadccap ~~ etampad "p1.311'IS 7612 at the TBUBPtI1Nf Oat 8Et3IIVNAVt3; T1iau~kavingaaldRightaR9Vey, Snnffi 61°12'04" roost adistanw of 163.50 faetm a sat 5/B Innhrebarwffipl9sliecep etempad'~LSIPI.87612'; 17tenca Satoh 88°47'S6"Baata dtetanae oF127.82 lbet to s ed 318 inch rebar withplastis cap stamped "Fi.S1PIS 7612 TheacoNocth 06°21'3g"Bast a distance of 190.031ia~ m amt 518 inch shat with ptsatio cap etatttped'~L91 PIS 7612" at a poim as said Southerty Rigta9ot~9Vsy of Went Faison Intro; 17tenoe along said Southerly R.Igt,tw&way the O>llAwtag amuses amt dietauces: ~ Sautlt 73°lb'S8" West a distance of 65.38 fed to s sat Sig inch mbar with plestfa ~p clamped ' ' ~ "1+[.SIP1.6 7612" at the begtmdngafa curve m the rtgh5 ~' .;`` Alottgsaldcmve t9 tits dgLt havlttp a length of26.77 feet, s radius sf 100.00 fuk a cettkal angle ~`~"`~ of 15°!0'25". mnganta of 13.47 tiaat, soda loa$cherd whtah boars South 80'S7'il" wa8ta distmt~ of 26.69 filet to asst 518 inc4 reharwith pladto oep emmped "IrL.S1PL8 7812'; ~~ Thence Souuh 88°37'23" blasts dEsfanosaf36.39 t13et to a sei 5/8 [ooh tebarwR4 pfasdo cap t;~ ' ° 8iampad "FL9IFLS 7612" at the TRUE POII`iT OFBI3S}Ilii~VQ ~ ri. 'i i ~: _ . ~ ~: ^' ..-. .'t'2., ;.~t-!0 <.i~Y 3 'a- 4 '1 'Y~7£4 x4Sr~ i:~~'~-~ . i„ ~ ~ ~'~ :, alb. v* ,~~ n , 1 ~ ~_ ~, t e ; day. :. ~`:~ -. Fk~~~ti~4 ~~ < ~~,yy~ {{}} F t7-h , r~ rE~+ ~ ,; + > a~ ~fi~,rsT ,,.. .: r~Y ~G~~ + C... E t ~ c •,_ry~-j!~ ~ ~ Y'.. ~~ 4- r't:i ~r rti1<.5. F~:9~ 3 *+~ '~ t '_ N ': 5:, ;" ,..;~.~h: .. y ^~ ~'l; `: :•E. F' 41, ,; .. .d "~!: ~; ~,r .:, ~x 'r. F` t• 1a, '. _t ~~ . _. ~: ~. , ,-.;, r„,yt ~, ~ ~._. F~' _ ~' i_ ' ' l~ STATE OF IDAHO ) ) covrrTY of ADA ) AFFIDAVIT OF LEGAL iINTEREST I, ~at~a ~~ ~~ ~~ ("1 ~ ~- ~"rc`1'~t-o~ts^ta W ~ i ~isn, t~ (Hama) (address) ~3Z e"~ being first duly sworn upon '~ 4 ~~ l `'~ !d-o oath, depose and say: {city) (state) 1. That I am the record owner of the property desen'bed on the attached, and I grant my permission to: (name) (address) ~3 ~° t ~ to submit the accompanying application pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and it's employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. Dated this M ~~ day of ~~.-~ , 2t) o ~. ~~G~j ~~ ' (Signature) SUBSCRIBED AND SWORN to before me the day and year first ab a written. a ...~ t ~UBL1G ~~ tP °~ o° ~ •W ~~ ~i r°~oo 1,~ 01~ ~~~~~~ Residi~lg at ( f S'( My Commission Expires: 1~C1~ C , ~~ ~ 2-- i I I -}~''tk} -rr.-~, ~ ~s; ~^ ~~-~y~`~~ i ~i f; t Y. F +4 `t;p K p(it.~4f ,r s' yE r' _ _ - '~~ j _t~ +p4 s'; ~ ' . sa t ~.r. -a'z - w~~ ~~. w '.,_ T ~~.g r i ifti ~~q~i f9~ ~ F~~, Y 1 :` ~~r^'f : ~~~ a ~~~ ~~s~t~ 4~ ~kf ~r~ ~~ < +~~~ ~ ~~ ~ ~ m I~-a ~ ~.~r vA$~, !~ ~;,ih ~~ ~t 4r ~~ ~ i t ~'t ,' t a. 3 7 =' ~~ a ~' ~~. H'~ ~- ~~~.i1~~~ ~. `7 ; ~l ~% ~:~. .'( I~.. . 'r]S:.t~~i n f ~ as a;'` ~ ~ f -; F _ J - {} 1 ? a'& ~? h'E Y f k h. t, §g p AFFI~.~VI;~' QF LEGAL IIVTI~REST ~; , ,. w ,. ~;:~= ;~ ~, h . .. ~- '. ~~:~~_ i f~ ,; i . -` <. :~}" ~~ ~, ~!; ~L } _..: ~t G6 '' k`- ' Ate. };: STA'I'Ci QF ID,~lk~0 ) COUNTY 4F ADA ) (name) (address) being tIrst duly a~vorn upon ~~~t ~s-~ ~ E ~~ oath, depose and say: (city) (.ste~te) 1. That 1 am the record owner of the property described on the attached, and I grant my permisslan to: ~~~ t-~:Q to submit the accpmpanying application pertaining to that property. 2. 1 agree to indemnify, defend and hold the City of Met'Idian and it's etnplayess harmless gone arty 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 ibis ,~ ~ day of $U$SCRlBF~D AND SWORN to before me the day and year first above written. ~~~ N ary ublic far Idaho '~~~ •~~~?p ~ Reslding at :' ,~a~~~~~, My Commissiott t4xpires:t~ f ~ ~4 i ~ n! r : ) ~ C x F~` ~+ I ~ ptlR~~'y ~ Y5 ~4,.~ r.Y. ~~-~:1 a iii ~ 4'r"~yS k'. t ~.5 ,, .. 4 x`ac t"~f3 7 "', r4 >T Ff.~~~t ~.. ~~ ~~ ~" N ~,l ~ ..J ~~. ~.r~~~~~`z ~~~ ~~~ ~, .,>`~s 2,': ~, S,{ ,r r `i ~ y 1 i ~~ .~±. .. w ~^ ~ ~j 7~.~ a~ v :~ ~~~~~cl ~~' fem. .'~ ~[ i .~ t o ~~ i f ~~~ ., ~, Maxfield Sub---Vicinity Map ~~_ ~.~ .~ SCALE 1:2,709 200 0 200 400 600 FEET N r •'.:_ .: ~i '' _i a; ,~, N FORM PW100 MayorTammy de weerd City Coundl Members: Keith Bird Joe Borton Charles Rountree David Zaremba DATE: 10/15/2008 The following property has been researched by The City of Meridian Public Works Department. ~ I Project Name: Residential Unit-(Building A) Address: 3209 E. Falcon Dive Suite #: Zip Code: 83fi42 Lvt/ Block Subdivision: 1/ 1/ Maxfield Sub s' `~; E ~: . 1) The address has been assigned based on available information. X This address should be considered temporary (Development process has not been completed, so the address may change) 2) This address will be required to connect to municipal services. Water and Sewer mains are available for connection to the Municipal System. X This property does not currently have services available. (Development process has not been completed) EACH SET OF PLANS WILL BE REQUIRED TO CLEARLY REFLECT THE CORRECT ADDRESS AND SUITE NUMBER (TF APPLICABLE). Manta Hawker Receptionist Public Works 898-5500 T t ~'1~ atj~= ~ ~ ~ ~ w"v l ~~a~~~ ~~ ~~ r~ + ~ ~J'~'"~ h ~~~' ~~1~~N .~t1 H~ ~I s ;l, EL 4 W ~ 4 A_4. , ~~~ N Gy Lp Cry ~ ,i~ S ~ ~r~w 1 to. „~~~~ ~ Z ~~ ~ ~ ~ ~~ ~y{'`'1~4~JSr J~YVr ~~~ { 4 ' 3~,jT~JyF ~ ~" .~ C Lly~~ y~. Y~ ~~ ~~i~ a 4_~, „~.. _ ~;" :T ,i ~ ~l_L ~.-JJf t. ~!, ~ +. J t, T b. f yy y .['rosy- F' 1 $., 1 2 .a yM4 _ ~~~?~,~y~} ~ ;~' G (~(, - '/~ x ny. x fr S ~ y ~ ~' MFf k n t w ~r'~,~f j ~~ _~ x: ~: <~ ,_ 21 t:. e ~; ~, i 9 1 ~~ ~E IDR IAN~~-- ~~- IDAHO / FORM PW100 DATE: io/is~zoos MayorTammy de Weerd City Coundl Members: Keith Bird Joe Borton Charles Rountree David Zaremba The following property has been researched by The City of Meridian Public Works Department. Project Name: Residential Unit (Building B) Address: 32$7 E. falcon Drive Suite #: Zip Gode: 83642 Lot/ Block Subdivision: 4/ 1/ Maxfield Sub 1) The address has been assigned based on available information. X This address should be considered temporary (Development process has not been completed, so the address may change) Z) This address will be required to connect to municipal services. Water and Sewer mains are available for connection to the Municipal .System. ~C This property does not currently have services available. (Development process has not been completed) EACH SET OF PLANS WILL BE REQUIRED TO CLEARLY REFLECT THE CORRECT ADDRESS AND SUITE NUMBER (IF a~tscasLE). Manta Hawker Receptionist Public Works 898-5500 3. k: R N~'~1 ~ ~G L~. ~ 2 -+/ a ''4 ~r ~..f~ ~ ~. yc ~ i ~' S J.-'fs ~t'r~C1~. ~',i. +~ ! e ~ ~'.+5 a a ~dU~ ~i~ ~ ~~ 1 .e -s ~ r '*.'~.'' ~F f +tii ~ Q~E~~s'~ ~, t w i >t C z ht y, f y J ~ w7p- ~~~ ~,_ it t ~ i ;"X'~`1' ' ~f kY~+t ~ti:~w ~ '~~ ii~_ - 't~' y i'3~',~'}~.~ Ef''- ~~`~S yx d S a ,~ r r z r~ a ~'~' z t ,: 4^' ~ 1 Ht~Y~' .~ +Xrter~,s ~`,~~~ d~~"~~ c" ~. ~ s' `~~ ~~z~~« ~. u Le }~ C Rr. i '~., I.r w i, ' ~: ~, ~` t £. ~ ;~> ~: ;;:.. ~ .r . ~- ~' ~. r~ ~~ ~: ~' ~` i~ •r ~~:_ ;rte., c -. r~.' ~:: ~r" . . H;, r~~=~,, rI ;Y. .j i ;.l ~,_,, ~~ r>' _, Y ~':/, ~:~ ~ ~~' ~. :~. ~,: ;: F9:. ~3 ~„ ,,.: ~E'~i~ ~+ _ . ~, ~~ ~. ~~E IDIAN~-- s- IDAHO FORM PW100 DATE: 10/15/2008 MayarTammy deweerd Cfity Coundl Members: Keith Bird Joe Burton Charles Rountree David Zaremba The following property has been researched by The City of Meridian Public Works Department. Project Name: Existing House Address: 3295 E. Falcon Drive Su1te #: Zip Code: 83642 Lot/ Block Subdivision; 3/ I/ Maxfield Sub 1) The address has been assigned based on available information. ?~ This address should be considered temporary (Development process has not been completed, so the address may change) 2) This address will be required to connect to municipal services. Water and Sewer mains are available for connection to the Municipal System. ~. This property does not currently have services available. (Development process has not been completed) EACH SET OF PLANS WILL BE REQUIRED TO CLEARLY REFLECT THE CORRECT ADDRESS AND SUITE NUMBER (IF APPLICABLE). Manta Hawker Receptionist Public Works 898-5500 mhawker@meridiancity.org ~`, ~; {~~+.~`. axis ~ ~~' ` 1' do ~ 1~,' t Yom`` ~ `` r; s- *-_~.. s H ' .NSA _ It ~ ~~~1~ ~~~ ~ _ .... y~ :~ ~-. ~~ ~~~~ :1 1 r ~ a ktr. f1 i ~ k S :r s ~ ~ ~r , ~ v:~ ~' }.ti p ~,. :~ ~~ ~. , ~~ ~~ _ e .~.~. ~ ra,~ ,~. ,: yy ~ ~~ k '~.~~., ~ ' s ~' 5' ~.i ~~ ~k ~ `~ ~~"~':~' e ~- ,+ nk ~,~:i' ., >~:r~ ~s F ~; 5.' ~ • . ~~1 Lr.,~,,~ ~, 10f01f2008 11:02 2084526149 FRUITLAND ELECTRIC PAGE 01 • - PREMIUM STEEL CR~INN-WELD® PALES ~• Pbb mD ~ (aupDlled wllh eDmot mount aonngumdone 1, 2 3.8 end 6, Nol 9upplled It tenon Ie gpedned) Squore, non•Diperad Peb ° II ° DelleGUent® flnlgh ~•x e' mm x 152 mmt) Hand hek ,~• f457 mm) Nehdhelo cover Notes ~~~ Ems plme cover 81eneE enehor belt hole ~aeoon steel base plate > , i ~ .1 .( r ., t Square Steel Poles H 1fI) x W (In) s wan (In1 a (m) e W (mmt ~ tPall (mm) 1 '~ ~ _ Single dlrect mount) 5 ~ trials (dlrect mount _ _ ,0, SPgC p PS3S10C(a)BZ 10 x 3 x 0.125 3.0 x 76 x 3 ~ f~ _ sP,ac ~ PS3S15C(a}BZ 15 x 3 x 0.125 - _ , 2 N Twln +~ 180', (dlrect mount _„ , 6 _Quad direst mount} 4.8•z 76 x 3 ~~ •• _ SPEC' a PS3S2pC(a1BZ 20 x 3 x 0,125 9PF.C ~F ~ PS4510C(a)BZ 10 X 4 x 0 125 _ 6,1 x 76 x 3 •~ I I~ 3 Twln 2_D 90° (dlrect mourrt) , T Tenon (shier tenon seperarely,~, 3 0 x 102 X 3 F 1 ' . SPEC ~ PS4S12C(a)BZ 12 x 4 x 0.125 . or 11pures with Nxed 20 moun 3.7 x 102 x 3 r.o. 2t, 22, 23, 26 and 26. t, add Dre11x 2 to canllpllrallon numbers: 9PEC>P „PS4S15C(a)BZ • 15 x 4 x 0,125• 4,6 x 102 x 3 •~ • Q SPEC d PS4517C(a)8Z ~ 17 x a X 0.125 -• •5,2 x 102 x 3 ~ ~ - _ srEC # PS4S20C(a)BZ 20 x 4 x 0,125 SP7?C €~ PS4S22C BZ 2 x _~~ ~ 6,1 x 102 x 3 • ~ ~~ ~ ~~ (~ m f l (s) 2 4 x 0.129 6.7 x f 02 x 3 I SPEC e~ PS4S25C(ajBZ 25 x 4 x 0.125~~ ~ _ ~ 7.6 x 102 x 3 srac a .,PS4SE55(a)BZ ••, 25 x 4 x 0188 7.6 x 102 x 5 ~~ ~~ SPEC # PS4S27R(a)BZ 27 x 4 x 0.125 8,2 x 102 x 3 •~ ' - 9PGC f~ PS4s30R(a)BZ 30 >< 4 x 0.'125 - 9,1 x 102 >< 3 sFSG # PS4S30H(a)BZ .30 x 4 x 0.18A ~ 9.1 x 102 x 5 ~] sPF.C to PS5S25S(a)BZ 25 x 5 x 0.188 7.8 X 127 x 5 ~ • . Q srec ~i , PS5S30S(a)BZ_ 30 x 5 x 0.188 9,1 x 127 x 5 , Q saec # PS6S30S(a)BZ 30 x 8 x 0,188 ....... 9,1 x 152 x 5 . - SDep hY (a) Irola Cortllourarlpn. •- " ., ~ ! ~ is Non-tapered steel poles are supplied with welded base with cover. four galvanlaed anchor US 5,820,255; 6,840,517; Patent pending Ruud Lighting square poles meet or exceed bolts, masonlte mounting •template and a pale Nattoeal Electrical Code Requirements. In the cap (except tenon mount). Each bolt is provided , , U5, Ruud square poles are olasslfied by with twe washers and two nuts. Steel pole base Square, non-tapered pole of structural steel tubing Underwriters Laboratories Inc. for electrical has slotted holes. Per National Electrical Code (A51M A 50D); with a minimum yield strength of ground bonding; in Canada, they are CSA requirements, pale is standard with a 2° x 6° 46,000 p,s,i, Welded to a formed carbon steel certified for electrical ground bonding and (5f x 152 mm) hand hole, located 1 B° (457 mm) base plate w(th a minimum yield strength of structural strength. above bottom Of pole base. A #`10-32 stainless- 36,000 p.s.i. steel weld stud with grounding lug is located r ' Inside pole, opposite hand hole; a hand hole Calaing 5 REC-GFIBZ te; r cover is supplied but shipped separately. In addition, 4" x 27' and 4° x 30' poles include an Exclusive Qolorfast DeftaGuardTM+finish features (1201 Wet listed In-use cover internal 5116° steel reinforced sleeve welded an E-coat e o p xY primer with medium bronze Inside the bottom 24° of the pole as well as a ultra-durable powder topcoat, providing excellent , reinforcement welded around the hand hole for resistance #o corrosion, ultraviolet degradat(on added strength. For EPA ratings see and abrasion, The finish is covered by our seven- ©p Outlet , "Windloading" sheet. Year limited warranty. Acoe sanry 9201 Washin to A ' t ~ ~ a g n venue Racine, Wisconsin 53401 x3772 USA PHONE (262) 886-1900 FAX (262) 884-3309 " " ~` 6i Ruud LbMing Ins. Printed In USA wwwrtludllp ng.eam; csns~m LI G HTI N G ,< `yam _ 4 ~ ~~~9 ~ .Cl~ ? 2 ~ }~~ o ~. 'Yr L ~~~ fJ;Y'SFf~f Y, f~.~ 3~x~'~ i {~: I'F`==S ~`:?~~e ~>,.'~~ I ms's ~at+~`Nb ~ ~w T 4 ,~~ err f;gaff~~€!'~a y y R s'f< . Cf, as g r ~, s ~ ~S. ~r~yti `~• a:•.~ ~ ;: ;: a tw ~~ ~` -.~ '~r ~~d ~, v!~ n t ~~ ~: ~. ~~~~ ~_~~~~ b , ~, . r ~.~ w.~.~ '4, ~d ~ ~ n$p~ h;a .,y ~ -. '~' ~_ r ` it ~ '. ti A ~~ z: ~ . ;r '+ ty -:t' g~ 1 '; I ~~''~ y Fr Y e~N~ ~ S v'~ ~S a ~' ~ ~ X } N ~ 'r~ r, ti•. :~~` i~ ~c ;F_, ~~~ ;~ "yi ~~*~I _, ?'-; . Fj1 -ls~ ~~1 ., _' t' ii: "%I ,~ ul FT~`.° ,t ;! ti ii ... •; , 101012608 11:02 2684526149 FRUITLAND ELECTRIC PAGE 82 ~_. . ' •~ CROWN-WELQ® POLES .1d.D m) x 3° (76 mm) wall thlcknoss - 0.125° (3 mm) Base plate -1D° (254 mm~ square x 0.50' (13 mm) thick Anchor bona -314'-10 x 18 (457 mm) + 3° p6 mm) Boltclrcle dlamet¢r-10' (254 mm) 9.3"-11° (235 mm - 279 mm) Maximum tlxlure welpht - 250 lbs. {114 Kg) Approximate shippingwelpht-581bs:{26 Kg) PS3818C{a)BI 15' (4,6 m) x 3' (76 mrn) WaII thlckneaa - 0.125° (3 mm) Base plate -10' (25a mm) square x D.750° (19 mm) thick Anchorbolts - 3/4'-10 x 18" (d57 mm) + 3' (76 mm) 8011 drela diameter -10' (254 mm) B.3° -11' (235 mm - 279 mm) Maximum Fhcture weight-250 Ibs, (114 Kgy Approximate snlp_ping welpht - 82 lbs. (37 Kg) PSSSZOC(a)BZ 20' (6,1 m) x 3' (76 mm) Wall thickness - 0.125' (3 mm) Base pieta -10' (254 mm) square x D.750° (19 mm) thick Anchor bolts - 3/4'•10 x 18' (457 mm) + 3' p6 mm) Butt drele dlamater -14' (25d mm) 9.3' -11' M2axbnum flxro~ra weight-2501bs. (ii4 Kp) Approxtmeta shlpping wetght_-1191bs. (54 Kg) PSaS1ac(a)BZ . .. ..._ 1D' (3.0 m) x 4' (102 mm) WaII thldmass - 0.125' (3 mm) Base plate -10° (254 mm) square x 0.750' (19 mm) thlsk Anchor bolts-3/4"•10 x 18° (457 mm) +3^ (76 mm) Bolt circle diameter-10' (254 mm) 9,3'-11" ~23fi mm - 279 mm) "~ximum futblre weight - 350 Ibs. (159 Kp) ~xlmste shlpping wetght- 78 lbs. (35 Kg) 12C(a)BZ ••{3.7 m) x 4' (102 mm) Wpll thldtnass - D.125° (9 mm) Base plate -10' (254 mm) square x 0,750' (19 mm} thick Anchor bolts - 314 -10 x 18' (457 mm) + 3' (76 mm) Bnil circle diameter -- iD° (254 mm) 9.3' -11' (235 mm - 279 mm) Maximum Ox[ure wetght -300 lbs. (136 Kg) Approximate shlpping wetght- 991bs, (45 Kg) PsaSlSts~a)BZ --.... ....- 15'(4.6m)xa•(f02mm) WaII thlcknesa - 0.125' (3 mm) Base plate -10' (254 mm~ square x 0.750° (19 mm) thick Anchor bolts - 3/d°-10 x 30 (702 mm) + 3' (7ti mm) Bolt drole dlamater - iD' (264 mm) 8.3" -11' (235 mm-279 mm) Maximum tlxlure wolght-3501ba. (159 Kp) Approximate shipping wolght-119 lbs. (5A Kg) PSa317C(a)BZ 1 i' (5.2 m) x 4° (102 mm) WaII thlcknaes - 0,126' (3 mm) Base plate -10' (25a mm) square x 0.750' (19 mm) thick Anchor bolts - 3/4'-10 x 3D° (762 mm) + 3° p6 mm) Bolt drelo diameter -10' (254 mm) 9,3' -11' (235 mm - 279 mm) Mexlmum fixture welpht -300 Ibs, (136 kp) Approximate snipping welpht -131 Ibs. (59 Kg)_ P34S20C(a)BZ 20' (6.1 m) x 4' (102 mm) WaII thlekneas - 0,126' (J mm) Baca plate -1D° (254 mm) square x 0.750' (19 mm) thick Anchor bolts - 3/4.10 x 30' p62 mm) + 3" p6 mm) Bull circle dlamater-10" {254 mm) 9,3°-11' (Z35 mm - 279 mm) Mexlmum f6dure wolght- 350 Ibs. (159 Kg) Approxlmam shlpping welpht-15D tbs. (68 Kp) ~CUUD' LIGHTING PSeS22C(a)BZ -~ -- --~ 22' (6,7 m) x a• (102 mm) Welt Ihlckness - 0.125" (3 mm) Base plate -10' (254 mmj square x 0.750° (19 mm) thick Anchor bobs - 3/a°-10 x 30 (762 mm) + 3• p6 mm} Boll circle diameter -10' (254 mm) 9.3" -11' Maxhnum'nxture eight-3101bs.(141Kg) Approximate shlpping weight-163 lbs. (74 Kg) PS4S26C(a)Si 25' (7.6 m) x 4' (102 mm) Wall thickness - 0,125' (5 mm) Bese plate -10' (254 mm) square x 0.750' (19 mm) thick Armor bona -3/4°-10 x 3D' (762 mm) + 3' (16 mm1 Bolt circle dlamater -10° (254 mm) 9.3' -11° [235 mm - 279 mm) Maximum exture welpht-3501bs. (159 Kg) Approximate shipping welOM-182 lbs. (83 Kg) P343265(a)Bi Wall~thlckness -(D 188' (9 mm) Base pieta -10' {254 mm) squara x D.75D' {19 mm) thick Anchor bolls -3/4'-10 x 30° (762 mm) + 3° (78 mm) Bolt clyde diameter -1 D' (25A mm) 9.3' -11° (235 mm - 279 mm) Mexlmum flMUre wolght-350 Ibs, (159 Kg) ApproxlmateshlDDing welpht-2521bs, (f14 Kg) PSdSP7R(a)BZ WaII thickness-0.125' (3 mm) Base plate -10' (254 mm) square x D,750° (19 mm) thick Anchor bobs - 3/a"•10x30° (762 mm) + 3' p6 mm) Bolt drele dlamater -10• (25d mm) 9,3'-11' (235 mm - 279 mm) Mexlmum lbfture welpht-280 lbs. (127 Kg) Approximate shlpping weight- 232 lbs. (105 Kp) PS4S90R(a)B2 30' (s.i m) x 4° (102 mm) WaII thickness - 0.125° (3 mm) Base plate -10° (254 mm) square x 0.75D' (19 mm) thick Anchorbolts - 3Jd'-10 x 30" (782 mm) + 3° p6 mm) Bolt circle dlametcr - f o' (254 mm) 9.3` -11' (235 mm - 279 mm) Mexlmum fbrtura welpht- 319 IDs. {143 Kg) Approximate shlpping welpht - 301 lbs. (137 Kp) PSdS30H(a)8Z 30' (9.1 m) x 4' (102 mm) WaII thickness - 0.188" (5 mm) Base plate -10' {254 mm) square x 0.750' (1B mm} thick Anchorbolts - 3/4°-10x30' pat mm) a 3' (78 mm) BoR dreie dlamater-10' (254 mm) B.3° -11' (235 mm - 279 mm) Mexlmum tixturewelpht- 34D 16s. (155 KO) Approximate shlpping welpht - 9371bs. (153 Kg) P853265(a)B2 25' (7,6 m) x 5° (127 mm) Wall lhldtness - 0.188° (5 mm) Base plate -10° (254 mm) squara x 0.750' (19 mm) thick Anchor bolts -1'•8 x 36' (914 mm) + 4' {102 mm) Belt clrole diameter -1D' (25d mm) 9.T -11.3' (246 mm - 287 mm) Maximum lbtutre wetght-4501bs. (204 Kg) Approximate shlpplnpwelpht- 320 Ibs. (145 Kg) PStiSeOS(a)BZ 30' (9,1 m) x 5' (127 mm) Well thidmess - 0.188' (5 mm) Base plate -10• (Z54 mm) square x 0,750° (19 mm) thick Andtor bobs -1'-8 x 3G (914 mm)+4' (102 mm) Bolt drele d~meter -1D' (254 rnm) 9.T -11.3' (24B mm - 7,87 mm) Mexlmum Ilxture wetght- 376 Ibs. (170 Kg) Approximate shlpping welpht- 379 Ibs, (172 Kg) P383SOS(a)B2 30' {9.1 m) x 6' (152 mm) Wall thlcimess - 0.188' (6 mm) Bese plate -12' (3D5 mm) square x 1° (25 mm) thick anchor bolts-1°-8 x 36' (914 mm) ~ 4' (102 mm) Bolt drele dlamater -11.5° (292 mm)11,3' -12.8' M2 mum fixture welpht - 525 lbs. (298 Kg} Approximate chipping weight - 457 lbs. (207 Kp) 9201 Washington ;4venue Racine, Wisconsin 53406.3772 l1SA PHONE (a82) 856-1900 FAX (262) 884-3309 eb Ruud Uphnnp Inc. Printed In USA ertuuiruudlklhdngeem~ t1eJ18/D7 ;t b.„ ~ ~ , ?~ ~<~" .1 ~`~ti°..~~~ y~, r- ~ 4 ~'~r art ~Ff ~. t' ~: ~i ;~ 1 ~.~ a.. ' -.?!it E r t ': c ~ ~ ~. ~, , }~ 3 Y; ~ .~_ F~ ~~ ~ ' ~; ~2~~r3'+"~'~~ +gy . cY ` ~. p~ ~ ~ ~ ., ~ 3 ,+f vk ':~ '~' . ~ ~. II; i y~'~ i35'Y 1.~~ ^~} i'~' ~[- ^7 v ~# y ~'.u. n~ .. ~f t i i. f ~~^, ~ C~ ~;~', ~ 'r. ns ~~ rJ3 "ub Y ,,-d ~ .X+i' f~ °a"4. > t - . ,,i h - ~.., ,~3~. a . ~ ,`~ ..-~ '~ P i; '.t~~ Y ..,~ ~ ~:~ ~_,~_ ,, ~,~~::.- ~:;G. 10/01!2008 11:02 2084526149 FRUITLAND ELECTRIC 8° EXTENDED POLE MQUNT 16" (406 mm) PARI~INGfRQADWAY LIGHT PAGE 03 ~ ~ . Ballast Nousln Senml~a, ~ Flydrofom+gd dlacest eluminwn /, elumDwm wllh Capxllar F7nish color. brprpae DrfgMMed end tgnimr ~ anodimd anL9h (where ~ ~ q16' (406 mm) ~ reQWred) ~ ~ - ~ ---^^r r r ~- 1 r 6, ° (1B5 mm) i ` "~ IVI , i i ~ \, ' r '!~ Lamp , r ~ ' (Included) ' , 'Cord t :.amplrOlder Ballae! 2a" (rs,o mm) % Notes long CemDartmonl Lena Frame Covor Ola•ceat aNminum ExWedad Patented doorframe secures Irma; sealed WAM Palo Mougl Hinge zmconq gaekel Finleh oolow, brorrar Aeaefnhy Flnlsh eolor: bledc i r i l l 1 r r l' 1 r ~° PULSE START' METAL HALIDE h9 t20/208/240/27N (standard} -{a)F Fuslnp ~ sprs t~ _ 200W PSMIi r PR26_20-(a)(b) _ T _ 120/277/34_7V (Canada On_ty) (Standard) _ - -(a)P Button Photocell _ 0 sr>?cr~ ~-250WP5MH PR2625-{a)(d} 1 120V •~•~••~ ~•~ ~• _ ~5P~••Eztemal-Photocell(I6r460V) ~•~•-• _.... . _ 9P_6C 1F 320W PSMIi PR2632-(a)(b) 2 277V •• R Ruartc Standby ~~~ sp>_c ra •350W PSMH PRE635- a b 27 •• 277V Reacmr (PSMH Onry) _ ~ (Includes 1QOMl queue lamp) _ ^ .. ()() .... ...--- -._... (N/A on 27711 Reaptpr) sptcr~ ~ 400WPSMH •PR2640-(a)(b) _ 3 _ 208V ~ - ,,,,,__. • ...__ _ .. .. Y • • ~ 9pecffy (e) Single Voatga -Sao Vonape Su(Ilx Ke METAL HALIDE •• 4 240V ~~~•sPECn - 175WMH _PR2d17-(a)(b) 9 _ 480V st+t?C # 250W Mfi PR24E5-(a)(h) B • 347V (C~neda tJnIY) •~t sr=c # ~400W MH -•~ • Pfl244 -~ • - • -• 1~1,,,,_............... ,._ 0-(a)(b) krwltepe avalle0mry oNelde lha U6 and Canada, see eune-tn 1n-a or _ HIRH PAESSURE~SODIUM --~~ ~mectyourrtuud LlAming nWharlmd Intemedonel otsatoNa Q_ sPSCa - 250WWPS.^-•~ PR2525-(a)(b),•, I ~~.~ I,./ srcc,r 400W WPS ~• PR2540•(a)(b) Sppolly (a1 Voltapa B ID- Oprlons, '~ 1 1 ~ Parking lot and roadway luminaire for HID lamp, Fixture includes clear, mogul-base lamp. Exclusive DeltaGuardO° finish features an E-coat totally enclosed. Supplied with IES Type 111 Pulse-rated porcelain enclosed. 4kv-rated screw- epoxy primer with medium bronze ultra-durable (250W MH is field adjustable to Type II) optical shell-type Iampholder with spring-loaded center powder topcoat, providing excellent resistance system. Housing is seamless, die-cast alumi- contact. Lamp ignitor included where required.• to corrosion, ultraviolet degradation and num. Mounting consists of a 1.8° (44 mm) wide All ballast assemblies are high-power factor and abrasion. The finish Is covered by our seven- by 4.5° (114 mm) high by 6"-(152 mm) long use the following circuit type: year limited warranty. extruded aluminum arm. The arm is held in " Reactor (277V PSMH) place wfth two 3/8 (9 mm) mounting rods 200 - a00W PSMH fastened to a steel backing plate inside the pole, and by lwo nuts Inside the fixture housing. CWA-Consisni`WattageAUtutransPorm®r US 4,689.729 Mounting rods are provided with sealing 200 - 400W PSMH; 175 - 400W MH; washers to prevent water leakage. Lens 250 - 400W HPS t ' assembly consists of rigid aluminum frame and FWG-16 Wire Guard high-impact, clear-tempered glass. ~ : SBL-18 BackllghtShlald ANSI lamp wattage lahel supplied, visible during relamping. UL Listed in U5 and Canada far wet locations and enclosure classified IP65 per IEC 529 and IEC 596. 9201 Washington Avenue Racine, Wisconsin 53406-3772 U5A PHONE (262) 886-1900 FAX (262) 884.3309 ' i~ ~°' D e ~RuudUobunglr~. PrlntedinusA wuuwruudllghting.eom~ tvt~loa LIGHTING k ~ y ~ { ` ~ ~~ ~~~~ %, h 1,. 3 Jr~. '~~ "i'~ f -. ~ -' ~~ ~~' G ~ i ~' j ~ ~ ~' ~~r3~+fitfr~ it~, r f - r ;;A ~ it .r-~. s~ ~~ r :~~ c !! 1; x Y y -~° t ~fi::r3k Y.r'p ,,~.,<~ 3. ~ , ~~y ~~~• , ~'i r, ~ S ~~ ~ ~. fi ~~~~ N C ~ ~Qi~ rda- ?t-rJ ~;~, 4 ''S {~` . J .4 ;' .F..,~ ,.; ,x c~+#,~C; ~- ~ • ~; 1 ~._ f ' ~ii ~~: ~' .r. ~' F,r i r ~~ ~;: ~' ~.; ?:` ' ~. ~,'-. t, w ;i+~"s i .' 10/0112008 11:02 2084526149 FRUITLAND ELECTRIC .. ........vtiv ~ YL,L ~.~YVn~ y6" (406 mm) PARKING/ROADWAY LIGHT PAGE 04 ''~ RATING IsofooRoandle plots show Initial tootcandles at grado. (Footcandles Y 0.0929 = Lux) .0.95 for single fixture with 0° tilt (consult factory for EPA rating on multiple unitsj. 100' 90' 60 40' 2a 0' 20' 40' 8 ' 0' ' 100' ~ 0 B O 1 0 30,5 1 100' 00 90 40 20 80 ~ O 20 4 a eo 80 10 0 30,5 8a .. ..-- -._ .., .. _._ _. ..._ ,_. 24,4 80~ ..... _-.. ~ .. ._.- -- ••-- 26.4 Ba - 1 - ~- • 19.3 80' -- - : 18.3 ~' - - 122 40' - _ , e - 122 20' .. .~_._~ .. 6.1 2a • ' _ a.1 o' -' ° rn 0' • - - - - - - o m 2a _ 8.1 2a - i - _ e.1 as • • - - 102 4a' .. . , .. ~ ... _. 12.z 1~' 30.5 100' 30.6 20S 2hA 163 122 61 om &1 122 169 Zda 20.6 305 tad ' ' 163 19.7 81 Om 81 122 193 244 3oS LighUnp Selencea Ino. Isoleeloandle plot 01250W MH laoleolsandle plot of 400W MH Cer1111ed Teal Report Ho. LSI 111473 PerkingJRoadwaq Llghl al E5' (7.6 m) ParkleglRoadway Llghl at 30' (9.1 m) Cendlepevler dlslribullon ourva o1400W MH mou~ing Aaighl end 0° verllcal Illt mounling he1gM and 0° veAleal UU Parking/Roadvtny Llghl (Plan rlellr) (Plop vlety) Llghling sclencea Inc, Certlfled Test Report Ho. LSI 4941 Cendlepnwer dlslNhollon carve of 4gDW HPS ParkinglRoadway Llghl Pnle-spacing Example Data eo' ea 2a a 20. 4a co' eo• eo' 4a 2a 0' za• ao' BC eo' H 2O~a 18,3 122 B.1 Om &1 12.2 163 tad; isnleotcandle plot o1 d60W HPS Parking/Roadwey Light at 80' (9.1 m) mounling height and 0° verllr~l Utt (Plan vlaw) x /Aea e.1 om en 12.2 1e.a 1 ~~ ~ Average Initial Llghl Levels al Grade 2 Flxlures per polo aS 180° iect;ve9cconleredwllh!n911B)DO!c!ayout (~toandles=a.o92gr.Lux) Cefelog 8 Lamp Type Lamp Lumens Mounting Height Max. Recommended Polo-specing X Y Y Foolcendies Uia PH2417-M f 7511V MH 12,000 15' (4.8 m} 90' (27,4 m) x 80' (18,3 m) 3,97 43 _ PR2425-M ~ ~ ~ 250W MH ___ ~ 20,000 _ 20' (6.1 m) ~ 20' (6.1 m) 120' (38.8 m) x 80' (24.4 m) 120' (38,6 In) x 80' (24.d m) _ 2,15 23 3,60 39 _ ~~~ ~ _ ~ ~ _ 25' (P.6 m) 150' (45.7 m} x 100' (30.5 m) 2.22 24 PR2440-M 400W MH 32,000 _ 25`-(7.8 m) ~ ~ 150' (45,7 m) x 100' (30.5 m) ~~~ ~ 3,58 - 38 ~~ •~ 30' (9.1 m} ~~ 180' (54:9 m} x 120' (36.6 m) 2,41 26 PR2525-M 250W HPS 28,500 20' (6,1 m) ~ _ 120' (35.8 m) x 80' (24.4 m) ~ 3,94 ~~ 53 __ PR254'O~M ~~~-~~~~ ~ 400w HPS _ 50,000 25' (7,6 m) -25' {7,6 m ~ ; 180' (54.9 m) x 120' (36,8 m) ~ 150' (45.7 m) x 100' (30.5 m} 3,08 __ 33 ~ •5.41 58 -... .__ .. . -. ___ , 30' (9.1 m 180' (5d,g m) x 120 (36.6 m} 3,67 40 ~~ ~ ~ 9 LIGHTING 9201 Washington Avenue Racine, Wisconsin 53406.3772 USA PHONE (262) 68Pr1900 FAX (262) 884-3309 ~ Ruud Llghli no Inc. Printed In USA www,nlvdlfphOnR.cotn t9J11/03 ~ ~'~ ~~ .. ;,: Via.`'{' .. .. .eta~§ ~; . __ ._•.. _ '~a r._- 1 Y.. .. r' S` -' yi1~\• 4 .'~~G.. { jx~ ~,h .t' ' y h d '4~ '~^ ~;. i Y ~ { ~~J' ~/ ~ '~ X 5~ ~ ~ YI iG: ~ ~.!~ ~~~. 100' ea' 9a ea' zo' o' za 40' sc' eo' 100• 30.6 ea ......_.... . ..--- • 24a eo' --- •- 1e.3 as ~ ._..~. 12.2 ~' - - - 8.1 0' - - 0 m 2a -- e.1 4a .. 12.2 BO' •• _ 1e.3 6a• _.. ._._..~.. _ 244 ~~• 30a 30.5 tad 193 12Z 61 Om B.1 172 183 zna Sob Isofoeleandle plat of 260W HPS PerkinglAoadway Llghl x125' (7.6 m) mounting height and g° vertlaml illt (Plan view) 10!0112008 11:02 2084526149 FRUITLAND ELECTRIC • PREMIUM STEEL. CROWN-WELD® POLES Poie osp (8uppfted wldl dlrmm mourn i I GoMgurntloire 1, 2, 3.6 end 6. ° a e Nol euppUod If hmon Ie epeellled.) aquero, nortdeporad pole DdleGuaniD Pnleh ,e' (4~r~ `;`. '.:7 ... ~`= } ~ , i'i x. .~, ~;F 2"x 6" (St mm x 162 min) Mend hole Nendhele cover PAGE 05 4 a~, '' ' lu ; .' ,a ,.. . Notes ,(R,9 . 4. ~ !• TWO•pleaa erne! have DfaEe eener Slotted alrohor bap Aok Cerban ales! Dave plate . i i I '1 I '~ i Square Steal Poles II (nl i W (Inl x wee nn) N (ml x W I®e) a wee (mmt 1 "~ 5ingla direct mount) , 5 ~ TfiDle (direct moun) II SPEG {I PS3S10C(a)BZ 10 x 3 x 0.125 _ 3.0 x 76 x 3 2 ~ T i ~ 1 ° ~ sveC~ PS3S15C(a)BZ _ 15 x 3 x 0.125 _ w n 80 (direct mount) 6 Ooad (direct mount 9.6 x 76 x 3 ~• • -• -• SPECar PS3SPOC(a)BZ 20 x 3 x 0.125 _ •• 8.1 x 76 x 3 3 ~ Twin ®90° direct mount) T _„ Tenon (ordertenoq saparately> ~ 9PEC f) P54S10C(a)BZ 10 x 4 X 0,125 3,0 x 102 x 3 tea whh fixed za° mount add prefix 2 to Gnnnquratlon numheM.: 21 ~ L ~ SPDC f} PS4S12C{a}BZ 12 x 4 x 0.125 ~ e. .22, 7.3, 25 and 26. 3.7 x 102 x 3 , , SPEC ~ PS4S15C(a1BZ 15 x 4~x 0:125 ~ 4.6 x 102 x 3 ,~, Spr;C # PSAS1'7C(a)BZ __ 17 x 4 x 0.125 • • 5.2 x 102 x 3 •~ .. SPEC rE PS4S20C(a)BZ ~~20 x 4 x 0,125 •• ~ 8.1 x 102 x 3 SPEC fl P54S22C(a)BZ _ ~~ 22 x 4 x 0,125 SPCC a; PS4S25C(a)BZ~ 25 x 4 x 0.125 6.7 x 102 x 3 • 7 6~x 102 x 3 7"~ / "'~ ~~ ' spr~c# PSaS25s(aiBZ 25 x d x 0,188 , _ ~ ~ 7,8 x 102 x 5 ~~~~ C y II sPECfw PS4S27R(a]8Z 27 x 4~x 0.125 _ J -~~~ 8.2 x 102 x 3 SPEC f1 PS4S30R(a)BZ _ 30 x 4 x 0.125 9.1 x 102 x 3 9PEC rE PS4S30H(a BZ 3D x 4 x O.i 88 J_ ~ 9.1 x 102 x 5 ._ ,~, Sp~C ~ PS55255(a~BZ 25 x 5 x U,188 7,6'x 127 x 5 ~~ gpp,G ~ P55S30S{a)BZ 30 x 5 x 0.188 ~ 9,1 x 127 x 5 ~ •~~ sp4C:~ PS8S3oSle)BZ 30 x 6 x 0.188 9.1 x 152 x 5 gP~>Y (a) Pale cenllguratlen. ~~ ~~•• ' `~ 1 I Non-tapered steel poles are supplied with ., US 5,820,255; 6,640,517; Patent pending ~~ Ruud Lighting square poles meet or exceed welded base with cover, four galvanized anchor National Electrical Code Requlremems, In the hefts, masonite mounting template and a pole . , US, Ruud square poles are classined by cap (except tenon mount). Each bolt is provided with two washers and two nuts. Steel pole base Square, non-tapered pole of structural steal tubing Underwriters laboratories lnl;, far electrical has slotted holes. Per National Electrical Code (ASTM A 500); with a minimum yield strength of ground bonding; In Canada, they are CSA certified for electrical ground bonding and requirements, pale is standard with a 2° x 6" 48,000 p.s,i, Welded to a formed carbon steel structural strength, X51 x 152 mm) hand hole, located 1 A° (457 mm) b8se plate with a minimum yield strength of above bottom of pole base. A X10.32 stainless- 36,000 p,s,l. steel weld stud with grounding lug Is located ~ t ~ inside pole, opposfte hand hose; a hand hole ~,,,,, Catalog # REC-GF18Z r.--~--•. cover is supplied but shipped separately, In ° Exefuslve Colorfast DeltaGuardT°' finish features (1E011) . addition, 4 x 27' and 4° x 30' gales include an ° an E-caat epoxy Drlmer with medium bronze Wet Listed In-use cover in#emal 5!1 B steel reinfurcod sleeve welded inside the bottom 24" o~P tAe pole as welt as a ultra-durable powder topcoat, providing excellent , reinforcement welded around the hand hole for resistance to corrosion, ultraviolet d ~ radation added strength. For EPA ratings see and abrasion. The finish is covered h our seven- GFI Outlet , °Windloadfng" sheet year limited warranty. Accessory . 92D1 W hi t A ~ ~~~~ as on ng venue Racine, UVisconsin 53406.3772 USA .PHONE (262) 886.1900 FAX (262) 884-8309 @e Ruud Llpfnlnp Ino. Pdnr~d b U5A wwW.ruudilph ng.rnm Oe/re/0T L I GHTI N G S F~; .- .l. ~- Yl .- ~~ ' `ice ~ ~ . Z .~CC +r rF ~ v` ~ 1T f~ ... - d ~ ' -" rd •1 ~ 'f tr - a~ ~,, .,f a i ~ ~ y' r - Y 'x ~ c ~~rt -. ,. ..,v11. ?...,ra C'.'~~i r. 'f `.ti rf ; ~'kx ~'~ t t ~ ~f s 4 4s:: ~, f._~ < ,fir.,;-l ~i~~,h,'.~ ~y 1 ~'s r.-', ~ •: t Y" 1a~~~~T . r k~ ~ ; c` - -. . ,: ~' ;';; ~ , ~; ~`: k' #~; r.°r ~. ~., t ~~~ 3 r,::: s:•, ~ `: ~~~:. e. `; a"~ ' '. ;1 y :~_ v' ,. µl -~ A - ,{ N,~ ~' +; "S'. F ,: q 10101!2008 11:02 2084526149 FRUITLAND ELECTRIC PREMIUM STEEL CROWN-WELD® POLES nc~e)BZ ,- X9,0 m) x 3' (76 mm) Wa0 ihlckness - 0.125' (3 mm) Basa plate - t D' (25d mm) square x 0.60° (13 mm) thldt Anchor bolts - 3/4'-tD x 18' (457 mm} «3° (f6 mm) soli drele dlameler-10' (254 mm) 9.3' -11' (235 mm - 27B mm) Maximum Ilxturs weight-250 Ibs. (11a Kq) Approximate shlpplnp welpht-58 IVs, (28 Kg} PS3S15C(a)6I Wall dtleknass - 0.125' (3 mm) Base plate -10' (254 mm) square x 0.750' 19 mm) thick Anchor hobs - 3/4'-10 x 18' (457 mm) + 3' (7~ mm) Bolt circle dlametor-10" (254 mm) B.3' -11' (235 mm - 279 mm) Maximum fixture wetghl - 250 Ibs. (114 Kp) Approxlmato shlpping weigh! - B2 Ibs, (37 KO_) P83SZOC(a)BZ Wall thickness - 0,125° (3 mm) Base plate -10' (254 mm~ square x 0.750' (19 mm) thick Anchor bolls - 3!4°-10 x 18 (457 mm) + 3' (76 mm) Butt drels dtameter -1 D' (254 mm) 9.3' -11' (235 mm - 279 mm) Maximum nxiure weight-250 IDs. (114 Kg) Approxlmata 6hlpping wel_gh#-1 t9 Ibs_(54 Kg) PS4810C(a-BZ 10' (3.0 m) x 4° (102 mm) Wall ihldmess - 0.125° (3 mm) Base plate -10' (254 mm~ square x 0,750' (19 mm) thick Anchor bolt- 3!4°-10 x 18 (457 mm) +3' (76 mm) Bolt drele dlametor -10" (254 mm) 9.3' -11' (235 mm - 279 mm) •'•••imum fixture welpht-3501bs. (159 Kg) rimate shlpping weight _ 781bs. (35 Kp) ,2G(a)BZ ',z•'(3.T m} x 4' (102 mm) Wall thlaknep.,s - 0.125' (3 mm) Base plate -10" (254 mm~ square x 0,750° (19 mm) thick Anchor bolts -314"-10 x iB (457 mm) +3° p6 mm) Bolt olrola diameter -1 D° (264 mm) 9,3' -11' M2a3idmum iixture wolght-30D Ibs. (136 Kg) Approxlmata ahFpplnp_welpht- 991Ds. (45 Kg) PSd815C(a)BZ 15' (4.8 m) x a° (102 mm) Wall Ihlckness - 0.125° (3 mm) Basa pieta -10° (254 mm) square x 0.750' (19 mm) thick Anchor bolts- 3/4°•10 x 30°(762 mm) + 3' (78 mm) Belt circle dlameler -10' (254 mm) B.3' -11" (235 mm - 278 mm) Maximum flxturawelght-350 Ibs. (159 Kp) Approximate shlpping wolght~llB Ihe, (54 Kp) PS4S17C(a)BZ 17' (5.2 m) x 4° (102 mmy Wall thickness - 0.125° (3 mm) Base plate -10° (254 mm) square x 0.750° (19 mm) thick Anchor bolts - 3/a°-10 x 30' (782 mm) + 3° {76 mm) Bolt circle diameter -10° (254 mm) 9.3' -11' (235 mm - 279 mm) Maximum OxWre wslghk-3001bs, (138 Kg) Approximate shlpplnp wolght -131 Ibs. (59 KD) PSdS2p0(a)BZ 20' (8.1 m} x 4' (102 mm) WAII thickness - 0,125' l3 mm) Base plate -10' (254 mm) square x 0.750' {19 mm) thick Anchor hobs - 3!a :10x30' (762 mm) + 3" (76 mm) Boll circle dtameter -10' (254 mm) B.3' -11 ° (M Imum fbttur welpht - 350 Ibs, (159 Kg) Approxlmata shlpplnp welpht -150 Ibs. (68 Kg) PS6S~C(a)BZ ....._._~ 22' (6.7 m) x 4' (102 mm) Wall thickness - 0,125' (3 mm) Base plate -10° (254 mm) square x 0.760' (19 mm) thick Andtar boos -3/4'•10 x 3D' (762 mm) + 3' 176 mm) Bolt circle diameter-10' (254 mm) 9.3" -11' (235 mm-279 mm} Maximum flxwra weight - 3101hs. ((1a1 Kg) Apvmxlmate shlpplnp wolght -16316x. (74 Kg) Psas26c(a)Bz 25' (7.6 m) x 4° (102 mm) Wall lhidtnes6 - 0.125° (5 mm) Base Dlete -10' (254 mm) square x D.75D' (1B mm) ihlck Anchorbolls - 3Ja°-10x30' (762 mm) + 3' (76 mm) Bolt circle dlametor -1 D' (254 mm) B,3' -11 ° (235 mm - 279 mm) Maximum Ilxture welpht-3501bs. (159 Kg) Appraxlmate shlpping weight-182 Ibs, (83 Kp) PS4S25S(a)BZ - 25' (7,6 m) x 4' (102 mm) Waitthickness - 0,188° (6 mm) Base playa -1 D' (254 mm) square x 0,750' (19 mm) thick Anchor bolts - 3/4'-10x30' (782 mm) + 3' (76 mm) Bolt circle diameter-10° (254 mm) 9,3'-11' (235 mm - 279 mm) Maximum fbdura welpht - 350 Ibs. (159 Kg) Approximate ehlpplnpwelpht- 262 Ibs. (114 Kg) Psas2rn(a)Bz 27' (B.2 m) x 4' (102 mm) Wall thickness - 0.125' (3 mm) ease plate -10' (254 mm) square x 0.750' (19 mm) thick Anchor bolts - 314'•10 x 30° (762 mm) + 3° (76 mm) Bolt circle dlametor -10' (254 mm) 9.3' -11° (235 mm-279 mm) Maximum flfchtre weight - 280 Ibs. (127 Kp) Approximate shlpplnp wolght -232 Ibs. (10.5 Kg) P34390R(a)BZ 30' (9.1 m) x 4' (1 D2 mm) Wall thickness - 0.125' (3 mm) Base plate -10' (254 mm) square x 0.750' (18 mm) !hick Anchor bolts - 3!4'•10x30' (762 mm) ~ 9° (76 mm) Bolt clrole dlameler-10" (254 mm) 9.3'-11' (235 mm - 279 mm) Maximum fixture wolght-315 Ibs. (143 Kg) Approximate shlpping weight-301 Ibs. (137 Kp} PS4S30H(a)BZ 30' (9.1 m) x 4' (102 mm) Wall thickness - 0.188' (5 mm) Basa ptato -10' (25a mm) square x 0.760° {19 mm) thick Andtor bolts - 3(4'-10 x 3D' (7B2 mm) + 3° (76 mm) Bnlt circle dlameler -10° (294 mm) 9.3' -11' {239 mm - 279 mm) Maximum ilxture welpht-340 Iha. (155 Kg) Approxlmata shlpplnp welpht- 337 Ibs. (153 Kg) PS5S255(a)BZ 25' (7.8 m} x 9' (127 mm) Wall thickness- O.iBB' (5 mm) Ba69 plate -10' (254 mm) square x 0.750' (1g mm) thick Anchor Dohs - i'-8 x 36° (914 mm) + 4' (102 mm) Belt circle diameter-10" (25a mm) 9.T -11.3' (248 mm - 287 mm) Maximum fixture weight - a5D IAs. (204 Kp) Approximate shlpping wolght-32D Ihs..(145 Kg) PSlS$30S(a)BZ 30' (9.1 m) x 5' (127 mm) Wall thickness - 0,188° (5 mm) Bass plate -10° (254 mm) square x 0,750' (19 mm) thick Andror trolls-1'-B x 3B' (91a mm)+d' (102 mm) Bolt drele dlameler -10' (254 mm) 9.7° -11.3° (248 mm - 2B7 mm) Maximum fixture welpht - 375 lbs. (170 Kg) Approxlmata shlpplnp welpht-379 Ibs. (172 Kg) -- . PAGE 06 PBB880S(a)BZ 30' (9,1 m) z 6° (162 mm) W6II thldtness - 0,188° (5 mm) Basa plats -12' (305 mm square x 1" (25 mm) ihlrk Anchor bolts -1 °-8 x 38' (~14 mm} + 4' (102 mm) Bolt drele diameter-11.5° (292 mm} 11.3' -12.8° (286 mm - 324 mm) Maximum fixture welpht-5251bs. (238 Kg) Approximate chipping wetpM-457 Ibs, (207 Kp) ~~~D ~ 9201 Washingtort Avenue Racine, Wisconsin 53406-3772 USA PHONE (262) 886-1900 PAX (262) 884-3309 LIGHTING 4a Rwd Lighting Ina Printed In USA wwx~ruuaugnOnp.eom oBr18l07 ~. t .~ .., `~ .,, ~s ~ . = ~ ~$ ° - ., ~t~~Mr~T(L ~ t r~ ~,L ~ ~~ ~'~ _ . .. ?Iis. h x ~` t,., '.. ~ ' ' ' ~.~J. ~ r~~l~t r. ~ ~ i:~ a ~f 5 ~ ~~. =. ~~~~~ ` ~ 3 _ 4.7'`4{'-tt ~'~r. 'i; ~k ~ 17 a _~, P ° '"~it~." .'i. ~ 4c a - l~. x....-.~. °' rxd~ ~. -; ~ ~. ,r '2'~7~l~h~1''t ,~ ~i,~~ r :~ ~ ~'' ~ ~ ~4~ t L~. r.. , tr' D;-`~ t a r ~ ~ r~. is ~~ ~.' . ~_ ~¢ '= ' [r'.~ ~l:~f y ~ ~_:.a ~ _~ i~:°; is ' t_ ~..~._ i . -e 1 ,`'~' .,. r, s ,='.`i f.: ~ ~ s. 9x , :' ~,; :.:;: s.r r a ~ l ,I 4~Vr j.,r .. ~z,~;, ~- w >~ 10!01!2008 11:02 2084526149 Nousleg Seamlasg, die-coal alunUnum Flnlah color. bronae 6° E%TENDED POLE MOUNT y 6" X406 mm) PAF~KINGIROADWAY~ LIGHT Bnllaat Capeelter Igniter ~~ ~---6" {152 ~ulmdl ~-----+ i ~ i i i i i i i ' ~ ~ , ~ , ~ Cob -- 24'(910 mm) low Eeceended Palo M«rnl Flnimh color: brorQe (dt18 FRUITLAND ELECTRIC Reflector Hydrore~med aluminum wph htightennd r+nd rrnodlz4d Flnleh (195 mm) Balhret ~ Cmnparimanl t.aror Patented Hlogs Aeeembly \i lip ! ilnchrdeal i - Lampneldm Lena Frame Dle"caet aluminum door frame eacuree bane; sealed evith e4lcone geaket Flnlah color; black NOt~S PAGE 07 ' ` r 1 1 . 1 ' PULSE START METAL HAUDE M 1201200/240/277Y (Standard) -(a)F Fusing SPI:(' p 200W PSMH PR2B20-(a)(b) T _, 120/277/34'7V (Canada only) (Standard) -(a)P Button Photoo911 sP7=c rl 250W PSMH PR2625-(ej(b) __ ~~ 1 _ _ 120V ~~ ~ ~ ' __ •5P External Photocell! (ior eaov) ~~ sr'EC n ~~ 32DW PSMH PR26S2-(a)(h) 2 277V ~ ~ ~~ _,_, .....~ q Ouariz Standby 0 sPFC ~ 350W PSMH ~ ~PR2635-(a)(h) ..- -- ~ __ ~~ 27 ~ . __ 27N geastpr (PSMH Only) (Includes 10DW quartr lamp) ' SPP4:1+ d00W PSMH PR2840-(a)(h) 3 __.. ".._. 206U ( N1A on 27111 Reactor) .. ._ .,.. __ METAL HALIDE 4 " ""'_ 24l)V '" 6peclfy ia) Sipple Vnlre e g -5oovoltapeSufllxKey sl'bc~i 175W MH -- ... PR2417-(a-(bj ~.. b ..._ ._... 480V _ SaeG N ~ ~ 250W MW ~ PR2425-(a)(b) 8 _ ~ ~~~ 347V (Canada Only) aPEC tl ,., 400W MH _ „ ,,,,, ~ PR2440• a b ,,_ f)( ~ - Forvo ~~ ~- nape avalln010d outapie Ipe US ann Carene, see eul~,tfn 19Y9 ar NIGH PRESSURE SODIUM contact your Pued 4lghtinp autparized lnternatkunl DI,elHbuto6 ~~~~~ srzcrr srEC ~ .., 250WHPS~~~ 4001N HPS PR2525-(as(h) PR2540-(a)(b) ~ ~~~~ !"1/1~ I I ' Spncliy (a) Vpltapo & (b) Optlpna. •~ I , 1 Parking lot and roadway luminalre for HID lamp, totally enclosed. Supplied with IES Type III (250W MH is field adJustable to Type II) optical system. Housing Is seamless, die-cast alumi- num. Haunting consists of a 1,8° (44 mm} wide by 4,5° (114 mm}high by 6"•(152 mm) long extruded aluminum arm, The arm is held in place with two 3/8° (9 mm) mounting rods fastened to a steel backing plate inside the pole, and by #wo nuts Inside the fixture housing. Mounting rods are provided with sealing washers to prevent water leakage. Lens assembly consists of rigid aluminum frame and high-impact, clear-tempered glass. Fixture Includes clear, mogul-base lamp. Exclusive deltaGuard'~'Pinish features an E-coat Pulse-rated porcefaln enclosed, 4kv-rated screw- epoxy primer with medium bronze ultra-durable shell-type tampholder with spring-loaded center powder topcoat, providing excellent resistance contact. Lamp ignitor included where required, to Dorroslon, ultraviolet degradation and All ballast assemblies are high-power factor and abrasion. The finish is covered by our seven- use the following circuit type: year limited warranty, Reactor (277V PSMH} 20o-4oow PsMH CWA -Constant Wattage Autatransformer US 4,1389,729 20!) - 400W PSMN;175 - 400W MN; 250 - 400W HPS ~ 1 ' I1M1t0-16 Wire Guard ~ : _ SBL-16 ~ Backlight Shield ~ ~~ ANSI lamp wattage label supplied, visible during relamping. UL Listed in US and Canada for wet locations and enclosure classified IPfiS per IEC 529 and IEC 598. 9201 Washington Avenue Racine, Wisconsin 53408-3772 USA PHONE (262) 886-1900 FAX (262) 884-3309 ~~ UD ~ Ruud Liphtrnp Intr. primed In U5A w-wr.ruudllphtlnp,com 17J11/03 ~I G HTI N G ti~~„ ~ F ~~ t - 1 ~~s ~~~~i ~;~ ~; Cam` ~.~, `.'r t ~ '~;7 ~~~ 4;~ ~ ~f ~~ 't tR ,'. +~r a, rte.: ~, r~ r w~. Y ~f~f.-~ ~ . : 'i c ~~~ `~ t ! . ~~ ~ l~' ~''!7 M. ~i~^, r! ~.al ~1.$... ... ..~ ~, .. 0. J @n ~~ - °~, j # 5 E- G R ~' '. ~-... 10/0112008 11:02 2084526149 5 ~', A d Y: K . { Y. FRUITLAND ELECTRIC ~~~"~'I _. •_'. f. r ';- ,. I v w ,<- 100' ao' sm 4a 10a 80' - PO' d0' za ••• p' _ .. ..~ 20' 40' , 80' ~ -•- 8a .._.._..... ~• • , 6° E%TENOEU POLE MOUNT • ~ 16" (406 mm~ PARKINGIROADWAY LIGHT ~ RATING Isofootcandle Dlots show initial lootcandles at grade. (Footcandles + 0.0929 ~ Lux) • ,0.95 for single fixture with 0° tilt (Consult factory for EPA rating on multiple units). 100' 80' BO' 4a 20' D' 20' d0' AO' Ba 100' ,en' AM An' dA' 7n' n' ~n' M' an' aro 1Afl' 100' 30 so' _ _ ~ 1A 40' 12 ~' - .. . .. I ... 8 0' - 0 2a - -J.__ .. . . g as ' • • - ~-- - 12 60 ev 100' __ __. -.. _ ~ -....._ 1 Z4, 30. s ,4 .3 ,Z .1 m ,1 .2 B.3 a 5 'aa _.I ~ . ~ _ _.1 _ L __. _.. 78 ea , ~ 1 20' I _ B 2a •• -- s 40' -... .--' --- -- - - -• 1 BD' • I 1A en' J - ---- - - -• 24. 00' 30. 1 30., 7,d,4 1A,3 12,2 fl1 Om 8.1 122 1&3 2dd 90.5 908 Zdd 1d8 122 a1 Om &1 122 1A2 24.d 348 D5 ,d 8.3 .2 .1 m .1 z2 .3 d 5 Lighting Sclenlms Ins. Isolaolaandle plot of 250W MH Isolootcandle plot of 40DW MH GeAHled Taal Report No. LS11D473 Parking/Roadway Light al 26' (7.6 m) ParkinglRoadwey LIgh1 x130' (9.1 m) Candlapowar dlstrihollen calve of 4DOW MH mounting height and 0° veHl1x1) llh mounting heIOM and 0° vertical till ParkinglRoadway Light (Plan vlaw) (Plan view) Lighting Sciences Inc. Cerltlled Teal Report Ne. LSI 4941 Gandlapov+ar dlstrlbullon oulve a1400W HPS Parking/Raadsvay LJght Ina Aa em 4V 20' a 20' ao' ea Da 1oa 1 1 ~' 3D eD' f - 2a BD' i • I - 1 1 40' - ~ 12 2a -• - g a - - --• 5 s i _ _ 2d ~' 2 a 30 .B ,4 B.3 .~ ,1 m .1 2Z 3 A .6 Sob 2d4 1A3 122 Q1 Om 5,1 122 18,3 21,d 905 Isoleotoandle plot of 250W HPS Parklnp/Roadway Light al 26' (7.6 m) mounllnp height and 0° verll~l UII (Plan view) PAGE 08 . ....._ 2d,d -. 18.3 -• 12.2 '. 6.1 .._.. _._ .I. ••a2d.4 Isofoolcandle plat a1 dODW HPS ParkinglRoadway LIOM at 80' (A,1 m) mnanting height end 0° Vertical flit (Pian view) K" ~ ,, ~ ~ Rnle-spacing Exampl® Data atalog f+ Lamp'fype Lamp Lumene aurding Helghl ~~ r /~A ~, ~/ ~fl i ~ Teal area le ~atmarad within n (1al pDin Itryout, Max. Racammended Pala-spacing X x Y AYerape Initial Light Laveis at Grade E Flatures por pole 4g 18D' (foatcandiAS : O.D9Z9 = Lux) Feoteandles Lux ` ' PR2417•M 175W MH 12,000 15' (4.B m) 90' (27,4 m) x 60' {18.3 m) 3,97 43 '~ _ ~~ ~ 20' (6.1 m) 120' (38.8 m) x 80' (24.4 m) 2,15 23 ~_ ~ - PR2425-M 250W MH 20,000 20' (6.1 m) 120' (38,8 m) x 80' (24.4 m} __ ~ 3,80 •~•• 39 y "` _ _ • ~•• ~~ M~~ ~ ~ 25' (7,6 m) 15D' (45.7 m) x 100' (30,5 m) 2.22 24 PR2440-M d00W MH 32,000 25' (7.6 m) __ 150' (d5.7 m) x 100' (30.5 m) _ • •3.56 •~~ •~ ~~~ 38 ~ ~`' ~ _••• '•-••• • _ • 30' (9,1 m) 180' (54.9 m) x 120' (36.8 m) 2.41 28 ' PR2525-M 250W HPS 28,500 2D' (6.1 mj -• • • 120' (35,6 m) x 80' (24,4 m) -~ -~ • 4.94 • • • -• 53 v., _ • 25' (1,6 m) 180' (54;9 m) x 120' (39.6 m) 3.08 33 '~ '- Y~ .,. PR2540-M 400W HPS _ 60,000 ~ ~~ _ ~ 25' {7,6 m) - 150' 145.7 m) x 100' (30.5 m) 5.41 ~~~~~•~~~-58 ~., • ,_,• , , __ - •• ._-• _ 30' (9.1 m) 180_(54,9 m) x 120' (36.6 m} ~ -.,•- .• 3.87 40 ....__ LIGHTI NG 9201 Washington Avenue Racine, Wisconsin 53408-3772 USA PHONE (262) 886.1800 FAX (262) 884-3309 „,' ti ~ Ruud Llphting Inc. Printed In L15A www.n-udnphWp.com 12!11!03 ~----~-•--~^--T - ~~ t~ its y a ~ i. ': Cq, - ~, ° ~' y ?,,; ~~> K~; ~'_x S a•3',A ~ c ;~ r `;"~ ~'= Ft , ~c ti }''•y ~~i '.~'~ ~ , ~a ~~ Y - c~, V * , ~a t~ ~.~'- ~ r t ;Y a. <d y~~,.tap~l~yb,i - •(. `!~ l~ ~~,r rr ~? 1 r i ~." k' 't i.. • _ e , ~`~ cr-.~: ~.~,:,.,,. ;•.~y`' ~ _ <t ~ ~ ~ a~` _. ~ ' ~!'~ g. a:. r .`,. ~ lr:~ 4 r i r ~: •, xr a~ ~~~„ ~'~d+'~' ~ ~;i ' '"' ^~`"_ ~~ x . t ~tx ~'}c di~ . - ~~ 't ~ } 1 ' ~~ 4q a ~ °~ i K ' . u ~r ~.-. ~5; z+;: f;~~: ~~~~ ~;;, ~" _. . kid k 4r ~.. , t A V k~ ~' ~~ ;.r .: ~ '. ~" .. p- ._ V t ~ ~'`~i i x. ~i A.~e. ~-~~~t ~1i ~,'i ~( '"' y'; 1,+~f%y y,... w :. ~~F: ~-; - ~~ ,_ ~.: _ ; m a m c a to w ~ $ ~ TITLE: - f1EC11nCAL 91E PLAN ~ , ~ ~ ~' ' Tech ~" ~~i~ THE COTTAGES I ~ paw engineering Ina + F: «,~ ~~-~o„ ~~+. maNo , ~T '~ aE ~-T-^`~ ~"'TE' '°d`Oj°"``°"`"°` FRIIITI AN(1 FI F(;TRII; (~s ~ ~.,M a. Ni_'. xbtl~.. "$t ;?' _ ~E ~~. ~R, 2~ ' F 'thi' r $Y ~ Y ~- ~ ~. t ~.:~ ~ , ~~~~ J } '~ a k~y~ ~'"~'I a~ 4'L~ - . ri ti= [.,~ 4 '- ~ ~.. . ~; .. [ ?fT ,, } `` d~ 4 CC 'k,~' fy,., I~ ~i*.~,.~~e r F ~% •~ ~~,+ } 4~- `, ~. ,,~.~~t ANY F {~ dF ( T ~ T 9 S 4 , ~ ~d ~~ 7' ry„ S w~ ` 3° t': ,, ~; 1tnµ~~F l;~t :, ,~ is ;~~~ ~. ~. v ~ ~ ^L Y t ~ Tt ^~" F k'. s s "> ~ t~ '~~~ !~`~ ~~;y <; ~:.s. !; ;~' ~_ ,>i i ~ ,; ., Page 1 of 2 Kristy Vigil From: Kristy Vigil Sent: Thursday, November 13, 2008 11:58 AM To: 'Ken Nguyen ; 'Van Elg' Subject: RE: Maxfield CZC application Hi guys, missed something earlier. Please submit revised elevations per the approved findings. The approved findings are available on our website. Thank you„ Kristy From: Kristy Vigil Sent: Thursday, November 13, 2008 10:40 AM To: 'Ken Nguyen'; 'Van Elg' Subject: Maxfield CZC application Hello Ken & Van, I have reviewed the CZC for Maxfield and I need some revisions and clarifications please. Please note the followin The site plan submitted with the CZC does not matched neither the approved SP nor the submitted LP (revise both plans accordingly and submitted revised copies per the CZC checklist); Acknowledge the demo of the outbuilding. It should be removed prior to receiving a building permit (without a recorded plat I would like written documentation); 3/ Please clarify how setbacks will be measured (without a recorded plat I would like written documentation); 4.~ Clarify how on-site trash will be picked up; 5/ Both plans need to be stamped and signed for construction - a CZC is not preliminary; 6/ ~ Modify the plant schedule to include the quantity and tree class; 7~ Revise the LP to include an interior parking planter on the south side of building A; 8!~ Include a calculations table on the LP per the CZC checklist; 9. ~ Change the two rail fencing to 5 ft wrought iron; 10 ~ Include details (picture) of the gazebos and all fencing on the LP; 11.// The site was approved with 49 stalls -where did 7 stalls go? 12. / Have you spoke with Elroy regarding mitigation? This is a lot of information, so please feel free to contact me at 884-5533 if you have any questions. Thank you, Kristy From: Ken Nguyen [mailto:ken@thelandgroupinc.com] Sent: Wednesday, November 12, 2008 9:13 AM To: Kristy Vigil Cc: Van Elg; Donna Wilson; Bill Parsons Subject: FW: A 081106 CUPMOD Approval 07203.pdf -Adobe Acrobat Professional 11/13/2008 x;;;d~..+rr,~~ x E ~ ;;, ~ t `' ~ i, *~ ~ ~' r ~._ ~ Ji ~. ~ ~ T ~ a~' ~ x t ~ s ~.. t. Y - cr. k fC;e L '--Cj L 1 ~ 3 w ~~7, 4.4~,~~, ( 7 ,P~ ~~ i } Y 7 ~~5' : a r~ •>~fi GR ~~ ~' FFaA ~~ ~ y'_" .}' 1 ~ ~: r .1L ~~ ..: ~.: .. -:. ~t.. ~. M1 ~dY_~~h ..// "~i 1~ ~ i;- f r pF&yi i..2Y $~'. x ~~ f ?4 ~. ~ `'~ , kf~ F:~ } :~ ~-hi tK - ~ i~~~T,~Hhf f'k ~~~fT' '~'; +Y ~aw'. 1 1~iki C31~ t 1.~! ~'~?~. 4' ti ~, ' - Page 1 of 4 .. fig;.. ~, ~;~:.. (r ~' Kristy Yigil ' From: Van Elg [van@thelandgroupinc.com] ~, Sent: Friday, November 14, 2008 5:54 PM To: Kristy Vigil ~~ " ~~ Subject: FW: Maxfield CZC application .. a Attachments: Trees on Falcon Drive. ~. Kristy, -` ~ We are working on responses to the items mentioned below and should have the drawing revisions submitted to you ASAP. - Please note the following responses to your questions: Item #2 (building demolition):. Please note the comment from Garold Maxfield (below). The only structure (an old shed) that needed to be removed, was removed about two years ago. This condition has been resolved Item #3 (setbacks): Our survey crew will set construction stakes for the building footings (etc.) in accordance y ~ `~ with the construction documents/approved plans. If you would like, our surveyor can provide you a certification letter..stating that construction staking has been set in accordance with the approved plans. Item #4 (trash pickup): As discussed with SSC (Doug Mason) and per his approval~of the first phase of this development, all trash will be addressed with Wheeled Cans as has been approved in Garold's similar projects. Donna Wilson will forward a copy of the approval from SSC in case you don't have it in your file. Item#11 (Parking Stalls): Ken may have addressed this with you as well, but we originally identified 44 parking stalls; ~ however, only 38 are required. During the hearing process, we were asked to eliminate M ~?':' some of the stalls in order to accommodate site plan revisions that included additional '~ ~~ ; landscape islands (between parking areas) and to accommodate emergency/fire access :: ~~: points. This was discussed at the hearing. . Item #12 (Tree Mitigation): There is no required mitigation at the site. Our landscape architect and I have both spoken with Elroy about this on several occasions. We were told that the letter regarding is matter had been sent to Bill Parsons and that there was no required mitigation at this site. I phoned Elroy about another project last week and he thought I was speaking about the MaxFeld _ ;i project on Falcon Drive; consequently, he forwarded the attached email to me (attached for g:, , >;;~ i your records). Early next week, the remaining items will also be sent over with the updated plans. I hope this helps answer most of your questions. Let me know if you have any other questions. r_' - '~~ Thank you for all your help! Hey...only 4-5 weeks until you graduate! Yahoo! :~ 41 Thanks ,. , :~ •« L: 12/1/2008 ,_: 3 (~, R 1~~; ~ 'jt -~~~~ a r {{ ~ , ~~_. ~ i c m. ]~~. L ~>C I. r x F ~ ~, _... ~ ~ . 'E ~~ + ~ r ~ tX~ ~Y~ ~ i -u ~~{ j~Y~.~ . r ~ ~ r i ~ ' ~. .; ~ i ~ • ~ ~; a~ fit.. r 4Nr t 5 ..h ~° . ~`~ 5 r y~ a Lyt ~d~ f.. \ h i ~i i ~4' ~ ~ 4' :'.~~ :1 Z h a~,zfA ~ .'~',~ F~, } , h{ o} F;",~,aN;,~ Ym r r ~. _;~ =' T ~. ~' .. . . rs _ r ,~ r~r, 1. ~: -r ~>> ~~ r~ ,t,~,~< .. ~, ~°. _- r ~: r~ w ~~ ; ~, 3q<. ~!. ~, ~, S n4 ~{: S:' ~~: "- ~, M~ :. ~~: ' ~Y... ~, i' S (... Trees on Falcon Drive. Kristy Vigil Page 1 of 1 From: Elroy Huff Sent: Wednesday, November 05, 2008 4:04 PM To: Van Elg Subject: Trees on Falcon Drive. Follow Up Flag: Follow up Flag Status: Completed This property has only 2 tres on it. I looked at them today. They are volunteer Elm trees. They are partially dead in the tops and do not need to be mitigated. Elroy Huff Parks Superintendent Meridian Parks & Recreation 33 East Broadway Avenue, Suite 206 Meridian, ID 83642 Phone:- 208.888.3579 Cell: 208.371.1755 Fax: 208.898.5501 12/1/2008 ~~ 5 ? ~ .~ gng~ '~i a . ;n~, R'~~rie~' ~i~7~5~'0` +~:r '' ~~';., a.,i'~ ~~s-~ ;K" ~- ter ,~ a a . ~~~"~ ~ ~3' ~. _ ~ ac„~ ' ~.: ~s t :.; ~ 4 ~ ~ ~ } . ~ ~ ~y,~w' A~.+~.' Y ~ 1 A:.. ~~ xa ` 1 v^1 ~~ Jy~ y, r- G ; L" ~ I .. ~ t M1~l t 3~i i r -r.e a ,ea ti ,~Fb-. 1f . rr~ Rd ~ ,err? k+{ ir.`Y , ytir„ 1`.r r: ,. _ ~ij' ~~Y 1 ~' < ~ `~`~ R{ ~ ~ ~~ ~'Pxav~ ,"j _ ~.~- ~~ ~ "~ £'' x, r 3 ~ ~'~ ~ . e ~~ i~2 ~ ~y ;.~ ~,_ dry.... - lr ..: , J:: Y rx~,. .,, . ~,,. ~~.; ~. ~; ~ t ~:~' a '~ ~_ ~, ~. ~'; ~~- ,~:? ~ ':,~ ;, ..- , ~. ~.. ; x _;, a. a d°{` Y~.~ ~: f. , ~~ ;. ,~ E IDIAN~- Planning Department 1 ~,~ ~l ,~ CERTIFICATE OF ZONING COMPLIANCE Application Checklist Pro'ect name: Maxfield Subdivision File #: A licant/agent: The Land Group Inc./Phil Hulk All applications aze required to contain one copy of the following unless otherwise noted: Applicant Description Staff (.~) (~) x Com leted & signed Administrative Review A lication Narrative fully describing the proposed use of the property, including the following: x - Information on any previous approvals or requirements for the requested use (i.e., a livable conditions of a royal or Develo meat A Bement) x Recorded warranty deed for the subject ro erty Affidavit of Legal Interest signed & notarized by the property owner (If owner is a corpocadon, x submit a c of the Articles of Inc lion or other evidence to show that the on si is an authorized a eat.) x Scaled vicinity ma showin the location of the subject ro e x Sari Service Com an a royal for trash enclosure & access drive (stamped site plan) A photometric test report for any light fixture(s) with a maximum output of 1,8001umens or more (see UDC 11-3A-11) ,~ Co y of the recorded lat that the roe lies within (8'/z" x 11") Address verification and utility service letter from Public Works (See Lynsey Todd 898- N/A 5500) Site Plan-4 copies (folded to 8 t/z" x 11" size) x The folio items ust be s on the site x • D' te, sc e, north arrow, and ro'ect n e (scale not less than 1"=50') • Names, addresses, and telephone numbers of the developer and the person and/or ~~ x firm re aria the lan x • Parkin stalls and drive aisles '~ x • Trash enclosure(s)location x • Detail of trash enclosure (must be screened on 3 sides) • Location and specifications for underground irrigation (Pressurized irrigation can only be ~, x waived if ou rove no water ri is exist to sub'ect m ) x • Sidewalks or athwa s (proposed and existing) ~ x • Location of ro osed buildin On lot (include dimensions to properly lines) ~~' X • Fencin (proposed and existing) ~~ x • Calculations table including the following: - Number of parking stalls required & provided (specify handicap & compact stalls) - Building size (sq. fc.) / - Lot size (sq. ft.) v - Setbacks / - Zonin district x • Reduction of the site lan (8'/z" x 11") Landscape plan - 3 copies (folded to 8'/z" x 11" size) Plan must have a scale no smaller than 1 " = 50' (1 " = 20' is preferred) and be on a standard drawing sheet, not to exceed 36" x 48" (24" x 36" is preferred). A plan which cannot be drawn in x 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 lan: x • Date, scale, north arrow, and ro'ect name 660 E. Watertower Street, Suite 202 Meridian, Idaho 83642 Phone: (208) 884-5533 Facsimile: (208) 888-6854 • Website: www.meridiancity.org a~ 'y~ r~,,w C ~a ~ '~I ~ E. .~ ~ ~ ~ ~ h4a~a ,~ t~C~" '~ h K N?a7 ¢ _ ~ r.. Y', '~.* b ~~,~ ~ 3' ~ ~~M,:. t ` ,+. ff~ ' ns *a5 ~i> ~ E „~,c,. r ~ z k, ~~. S !I 4 F 7 ~. y ~` as f-av'tl"+M9Y '}~.^*,~. ~~ h t =Y l ~,1 ~n+ ~ L.:. ",2 rf ; ~~ r ty E~.~ 1~.~;,;' ~~~ ~ 1 ., ~ v ,~ ~~}~~S a~ ~vTf` v~ #~` ~f'd ~~ Mr N'Z ~- ~ .~Y 'a.. th' fie. kcx kb r; ''fi ~i;~'... ~~ T ~G y M1 ,,} ' ~~ ~q ~ J L ~ ~ ~~ e .xj^L~'~t '~~~~ 5.~ ~~1 ;~' 3' ~ r ^' a'~~ a ri y~ 7 ~ ~" )la t t i ~_ ~ ~ f k~r'~t ~ ~~ ~~ „~ ~,, `y, 6` E~;' ~ ,. ~~ ;,: h? ~,~~ r_ ~;: ; ~,:_: ;~.,, ~, "~ y' ~; ~:: _~. _. s ;~<'~;; i. f ~~: ,:~,~ 7, ~ ' 1 ~~~ tr c~ t ~ -c' t ^1 x • Names, addresses, and telephone numbers of the developer and the person and/or firm re acing the lan ` • Stamp/signature of a landscape architect, landscape designer, or qualified x nurseryman re acing the lan • Existing natural features such as canals, creeks, drains, ponds, wetlands, f x floodplains, high groundwater areas, and rock outcro ings • Location, size, and species of all existing trees on site with trunks 4 inches or x 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 x rotected from dama a during construction • Existing structures, planting azeas, light poles, power poles, walls, fences, berms, x pazking and loading azeas, vehiculaz drives, trash areas, sidewalks, pathways, stormwater detention azeas, si s, street furniture, and other man-made elements r- • Existing and proposed contours for all azeas steeper than 20% slope. Berms shall x be shown with one-foot contours x • Sight Triangles as defined in 11-3A-5 of this ordinance • Location and labels for all proposed plants, including trees, shrubs, and f groundcOVeis (trees must not be planted in City water or sewer easements). Scale shown for x lant materials shall reflect a roximate a size • A plant list that shows the plant symbol, ,botanical name, common name, x minimum planting size and container, ee c (I, II, or III), and comments (for ~. s acin , stakin ,and installation as a ro riate) x • Planting and installation details as necessazy to ensure conformance with all !. re aired standazds x • Desi n drawin (s) of all fencin ro osed for screenin oses • Calculations of project components to demonstrate compliance with the requirements of this ordinance, including: - Number of street trees and lineal feet of street frontage - Width of street buffers (exclusive of right-of--way) - Width of pazking lot perimeter landscape strip x - Buffer width between different land uses (if applicable) - Number of parking stalls and percent of pazking 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 x Reduction of the landsca a lan (8'/i" x 11") x Building elevations showing construction materials If applying for approval of a public school, provide addifional information as required by N/A the Public School Facili su lemental checklist er §67-6519 x Fee (If this ro'ect had rior a royal on a site lan, reduced fees ma a 1 ) 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. Your building permit will not be issued until ACHD has approved yoacr plans and all associated fees have been paid THIS APPLICATION SHALL NOT BE CONSIDERED COMPLETE UNTIL STAFF HAS RECEIVED ALL REQUIRED INFORMATION. ~ ~~~ w: ,. c_~:i~ ~, „ n ~: 4.H -kf~ s ,~.' ~,.' ',' ,: s v¢ ~~"~ k ~ o'~ 3 r+ ~S. .a:kA'4i. ~i ~ '..~ x *i' '~' Lv±~+ c, ~. s +.z~~ s `~ ~ ~' r s ;:. ~, .:~s~ Ey s ,~~~, 9 ~~ Y F. z .. FRUITLAND ELECTRIC PAGE 01 10/01/2008 11:02 20/84526149 l PREMIUM STEEL CROWN-WELD® POLES Pole mp (aupplletl wllh dtma moon/ eennpumtlpnp 1, 2.3, a end 6. Nol9upplled If ranpn b ppedped.) Squva non•taperaE yelp DeIIBGeemn Anlgn x•x e• mm a i5x nap) Henri heb Hentl•heleewer Twapleee steel brae poop cevR elpnae enehOr '/~ bph hole Eprpen abet beee plere r 1 'I SquareSleelPOlas _ _,., ,_..,,,,__, SP73c a PS3S10C(a)BZ 10 x 3 z 0.125 3.0 x 78 x 3 _ specs P53575C(a)BZ 15 x a x 0.125 4.8 x 76 x 8 _, _ spec a P53S20C(a)BZ 20 x 3 x 0.125 6,1 x 76 x 9 sPSCIr _ I'34510C(i)B2 10x4x0.125 __ 3,gz102x3_ SPEC a PS4S12C(a)BZ _., 12 x 4 x 0.125 _ 3.7 x 102 x 3 yp~;g PS4S75C(a)BZ 15x4x0,125 4,Bs102x3 SPEC a _ PS4517C(a)BZ 17 x a x 0.125 5.2 x 102 x 3 ~ gpE(• y P54S20C(a)BZ _ , EO x 4 x 0.125 ~~~ 6.1 x 102 x 3 _ SPeC @ PS4S22C(a)BZ _ 22 x 4 x 0.125 _ 6] x 102 x 3 . sr8c a( PS4S25C(a)SZ 25 x 4 x 0.125 ~ 7.B x 102 x 3 ... ., spec. Ir PS4S255(a)D2 25 x 4 x 0.1 BB 7,8 x 102 x 5 _ __ spec p . PS9S27R(a)B2 27 x 4 x, 0.125 B.2 x 102 x 3 spec d , P64530R(a)9Z 30 x 4 x 0.125 9.1 x 102 x 3 ..... spec # PS4S30H(s)BZ _ 30 x 4 x g.1 BB 9.1 x 102 x 5 _ spy n PS5S255(a)BZ 25 x 5 x 0.188 7.B x 127 x 5 sreefl _ PS553DS(a)BZ 30x5x0.i 36 9,tx727x5 snec6 _ . P565305(a)82 30xBxU.188 9.1x152.x,5._ Non-tapered steel pales are supplied with welded base with eovor. four gaNanlzed anchor holts, masonlte mounting template and a pole cap (except tenon mount). Each boU is provided with two washers and two nuts. Steel pole hose has slotted holes. Per National Electrical Code requirements, pole is standard with a 2" x 8" (51 x 152 mm) hand hole, located 18" (457 mm) above bottom of pole hose. A,i10.32 stainless• steel weld stud whh grounding lug is located Inside pole, opposite hand hole; a hand hole cover is supplied but shipped separately. In addition, 4' x 27' and 4' x 30' pales include an internal 5/16"steal reinforced sleeve welded Inside the bottom 24" of the pale, as well as a reinforcement welded around the hand hole for added strength. For EPA ratings, sea "Wlndloatling" sheet. 9201 Washington Avenue Racine, Wisconsin 53406-3772 USA ©Rlllld Liphting Inc. Panted In USA Notes •I I I 1 1 •~ ~ _ Single dlreet mD.unf) 5 _I~~_ Triple (dlreet mount _ __ 2!-~ Twin +ia 100', (tllrect moun!],_. , fi ~ _Quad (dlmct moarn)_ 3 ~ Twin 4sr 90°-.dlreet mount) ._ T __. Tenon (nrAar tenon sppemrely). For11p0ums wltA fhwd 20' mourn, dtltl prdla 21e cpmpllrHlpn numbem: 1,0.21, 22, 23, R6 and 26. `~~(P~ (gym ~ US 5,820,255; 8,840,517; Patent pending Square, non-tapered pole of structural steel tubing (ASTM A 500); with a minimum yield strength of 46,000 p.s.i, Welded to a formed carbon steel base plate with a minimum yiield shengih of 36,000 p.s.i. Exclusive Colorfast DeSaGuerdTM finish features an E-coat epoxy primer with medium bron2e ultra-durable powder topwat, providing excellent resistance to corrosien, ultraviolet degradallon and abrasion. The 9lnish is covered by our seven- year Ilmited warranty. PHONE (282) BB6-1900 T Ruud Lighting square poles meet or exceed Nallohal Electrical Code Requirements. In the US, Ruud square poles are classllied by Underwriters Lahofatorles Inc. for electrical ground banding; in Canada, they are CSA certifieU for electrical ground bonding and structural strength. I' Catalog lI REGGFIBZ r'~?y6i:, (T20V) Wet Listed In-use rover OFI Outlet R A6oesapry Fq7( (202) 684.3309 RUUU asnerm LIGHTING 10/01/2008 11:02 2084526149 FRUITLAN/D ELECTRIC 1 Wnll mlcknass - 0.125' (3 mm) Anchorlbdlm ~ 314?10 x 1A~ (457 mm) +3~ (76 mm)) ihlsk Batt clrcle dlamater -10' (254 mm) 9.3'-11' (235 mm - 279 mm) Maximum Ilxlure welpht - 250 lbs. {114 Np) I are shlpplnq welpht - 5B IVs. (26 KO)~ PSAS22CIa)BZ 22' (8.7 m) x a• (102 mm) Wall Ihlckness- 0.125' (3 mm) Base plate -10' (254 mml square x 0.750' (19 mm) lniek Anchor bolts-3/d'-10x30 (762 mm)+3'06 mm) Boll clrole diameter -1d 1254 mm) 9.3' -1t' (235 mm - 279 mm) Mazlmum 41%lure wal9ht -3101bs. (141 Kp) ApProxlmale shl InA welpht-163 lbs. 174 KA)- „_ PP ,,,_. Approxm ...... ..- -,.. ._ PI P39S16C(a)BZ 2; 15' (4.6 m) x 3' (70 mm) Wall mlcknass - 0.125° (3 mm) 25a mm) square x 0.750' (19 mm) thick ' ~ A ( Base plate -1 D Anchor trolls-9/4 -10x18"(d57 mm)+3'(70 mm1 ' B -11 8011 Grcle dlameler-10'(254 mm)B.3 , (23§ mm - 279 mm) Maximum fxture we19A1- 250166. (114 KA) (37 Kp) welpht- 82106 ln hl p P _ _ q pp Appfaxlmald s PS8S20C(a)BZ 20' (6,1 m) x 3' (70 mm) Wall mlcknass - 0.125' (3 mm) 254 mm) Square x 0.750' (79 mm) Ihlck 0' I Base plate -1 - 3Id'•10 x 18' (457 mm) +3' (76 mm) Anrhof hobs 70' (25a mm) 9.3'-11' a e tl d mm) 27B mm (296 Maximum flXmre welAht -2501bs. (114 Kp) 119 m5. (54 KA) wolQhl l -..,, ,,_ ,- Approximate shlDP nP PSaS1a0(a)Bi 10' (3.0 m) x 4' (192 mm) Wall mlcknass - 0.125' (3 mm) Base plate -10' (254 mm) square x 0.750' (19 mm) thlrk S (76 mm) ) 2 ~ 9. 5d mm) 10' ( Bolt erole diameter (29fi mm - 7.79 mml r^^xlmum tixmre welpht-9501hs. (159 Kp) (35 Kq) 78166 . ~xlmala shlpplnp wslgM- 12ga)B2 -(3.7 m) x 4' (102 mm) W011 Ihlckness - 9.125' (9 mm) m) thick 1 7 ' ~ ? l mm) (T6 3 (457 mm) + 10 x 18 DOlts ~ 3/A Anchor ' -17 10' (25d mm) 9.3 c mm 278 mm) (235 Maximum it%Nre wal9ht -9001hs. [138 Kp) Kgy (45 ht- 991bs . . A_ppraximate shlpDlnp, wetA pga819C(a)BZ 15'(4.8 mlxd'(102 mm) Well lhlekness - 0.12.5' (3 mm) Base plats -10' (254 mml s0uere x 0.750" (19 mm) thick • (78 mm) Bolt drole dlameler ~ 10' (264 mm) 9 33 (235 mm - 279 mm) Maximum 11%hare wal9ht - 3501be. (159 K9) welght-119 IVs. (5d Kg) in l g_ pp Approxlmat~sh 6m)x4'I1D2 mm1 111cknees - 0.125 (5 mm) plate -10' (254 mm) sgpare x 0.750' (19 mm) mldk rr boKe-314'-tOx3D (762 mm)+3'(76 mm) imle dlamater -19' 1254 mm) 9.3' -11' mm - 279 mm) mum fixmre welpht- 3501bs. (159 Kg) pxlmate shlpping.wel0ht-1 A21~) . .-- PAGE 02 PSB380S(a)B2 ~~~ ~~~- 30' (B.1 m) z 6' (152 mm) Wall fileknass - 9.168' (5 mm) Mehorlbolls ~ 1'-0 X 36'r(9 4 tmm) + 4' (102 mm)hlek (266 mm tl324amm)11,6' (292 mm111.3' -12.8 Maximum it%lufe walpht - 526 Ihs. (290 Kp) ppp~xlmele ahipping welAAl- 4571ba. (207 Kp) P343268(a)BZ 25' (7,6 m) x 4' 1102 mm) Wall thickness - O.tAA' (5 mm) Base Dlald -10' (25d mm) squafd x 0.750' (19 mm) mlck Anchor bolls-314'•10 x 30' (762 mm)+3" (78 mm} Bolt Urde diameter -10' (25d mm) 9.3' -11' (235 mm - 279 mm} Mexlmum Ilxture welpht-3501bs. (150 Kg1 ApProxlmale shlDDlnp welpht - 252 IDs, (114 KA) PSdS27Ble)BZ 27' (BR m) x 4' (102 mm) Well fhldrness- 0.125' {3 mm) Base pMte-ttY (254 mm) square x 9750° (19 mm) mlek Ault drdel dlamater ~ 10' (25n2mm~)9 3' p6 mm) (235 mm - 279 mm) Maximum Ilxmre wal9ht - 2A0 lbs. (127 Np) Approximate shlppln0.welpht-2321bs. (toy Kp) 30' (9.1 ni) x 4' (102 mm) Wall thlcknoss-0.125' (3 mm) Base plate -10' (254 mm) square x 0,750' (19 mm) thick Anchor bolts- are -70 z 30' 1782 mm) +3' (76 mm) Bolt Girdle dlamalcr-10' (7,54 mm) 9.3' -11' (235 mm -279 mm) Mexlmum fixture welpht- 3151bs. {143 K9) Approximate sAlpping welpht - 301 lbs. (137 Kp) PSd330H(a)BZ 30' (9.1 m) x 4' (102 mm) Wall thickness - 0.188 (5 mm) Baee plate -10' (254 mm) square % 0.750' (iB mm) Ihlek 9aKldrdeldlameler~ 1012754 mml)9.3' ~ lmm) (235 mm - 279 mm) Maximum fixture welpht- 340 Ibe. (155 Kp) Approximate shlpping walpht-9371hs; f153 K9) PB5326S(a)B2 25' (7.6 m) %5° (127 mm) Wall mlcknass - O.1BB' (5 mm) Base Plato -10' (254 mm) square x 0.750' 119 mm) tnlcN Bolt d1Cle dlameter%310~ i25d mm) 9.71011.3' ) (24A mm - 287 mm) Maximum Ihcmre walpht-4501bs. (204 k9) ApProxlmale shlpDtnA welpht - 3201 N9) ,__ 17' (5.2 m) x 4' (102 mm) Wall mlekneaa - 0.126' 13 mm) Base plate -10' (256 mm) square x 0.750' 61mm)m) Ihlek Anchor bolts - 314'•10 X 3p' (762 mm)+3° (7 Bolt clrcle dlemeler - 70' (254 mm) 9.3'-11' (235 mm - 279 mm) Maximum rlxlure welpht -3001hs. (136 KB) Approk)mate ahipPl_=p welpht-131 IDs. (59 KA1.,, .__- PS4S20C(a18Z 20' 16.1 m) x 4' (102 mm) Wall lnlckneaa -0.126' (3 mm) Baee plate -1 D' (254 mm) squafd % 0.7§0' (19 mm) mlek Anchor bolls- 314'•10 x 3a 062 mm) + 3" (76 mm) Bali clrcle tllameler -10' (254 mm) 9.3'-11' (235 mm - 279 mm) Maximum fixture welpht- 350165. (159 Kg) App xlmam shl PlnpwelPht-1501hs. (SB KA) ..,__,,,.,, rd P ...._~...... . ,tUUD LIGHTING vu la.~u•r-- ~..-. ..-. Wall Ihlckness - 0.100' (5 mm) Base plate -10' (254 mm) square x 0.750' (}9 mm) thick BO~irda dlameter30'1(0~(254m )9•~mm)3 (24e mm-287 mm) Maximum Ilxlure wal9ht - 376 lbs.1170 Kq) Approximate shlDDln9 weigh-3791bs. (172 Np) 9201 Washington Avenue PHONE (262) 886-1900 FAX (262) 684.3309 Racine, WlsOhnstn 53406.3772 USA _ oa7tem7 ©Buud uphtlnA In°~ PrlnteO In us FRUITLAND ELECTRIC 10/01/2008 11:02 2084526149 ~~ 8" EXTENDED POLE MOUNT 16" (406 mm) PARKINGIROADWAY LIGHT a ..., .~.-. aPEf.4 ~ srec u .... --_ sraC a .. _. l~. 4PL•C e '......_...,. .. i'ii Rpudpp ~ Refloalar Hydrdorm"d ' Be11eeL Snnmlpxa. aluminum with j elaoa9l eluMnum brlgMened vnd cpppellpr ~ Fmbh wlor:hNNe% enaMZed nnlah Ignitor I~I ~\ (Wxere Lie°pD2 mm) -1710 Ia0e mml reaNrM) II ____-•; \ ~ ~ - , i , ~ e,y' 11a5 mm1 ~ I { i i LsmD ' (Inelutlea) ~ ~ i ~ I,emlDxeMer . ~ Cora 1e' (61D mml BelMel r COmpprrmanl ~ 4ena FrMrro ' Olacaar rlundnum Iona cover daorAeme eewros Pelenlea Irma; aeeletl nrln :akona 9eaket EYlandad Polo Mount Hlnpe AeeemplY Flnlah wlvr. Dlerk Fnleh mldr: bronaA i 1 ' .. .., 12012081240RT1V lsmndnra) ... ~ .... START METAL HALIDE .__-.------~--~ 120/277I341V (cancan Only) IStanda ),__-__-_ 50W PSMH PR2620-1a)(!!,)-,._.- T _.._, 120V ~~---~_. 50W PSMH _ PR2625•(a)(h) _ -- --~----' 1.... _.,~---- 27N 2UW PSMH PR2602{s]lb) _ ~~~ _~.... 2 ... 277V Reecmr (PSMH OMy1 _-,._.._....... PR2635-IaIID) ,,.,,, SOW PSMH 2~_ 20aV ~ -- . 0: (al(b) .._ PR264 AOW PSPSMH 4 ---240V _ __ METAL HALIDE „_„ MH PR2d17-1a)(b) ~--- -_~- .. 5 490V -.,.. .... 176W 50WMH ---.~~PR2425-(a)lb) --- _ 5 347V Kaneda OnlY1 ,-, aM Ceneae, ear 9uIIDm To-9 or t _~. ~ --- d00W MHMH ,_,____-- Far vahepe evellWlery oql ~ wmxl vournuud OpMlnp aulhodmd lnlameponu oaulp a. PAGt r,3 Notes ~ r, r 1 _ja)P _ 9uhon Photocell .. ...~~ ~--~ '--'-- _ •5P External Photceell, (IDr 480V) ..,,,___,__..-.. p ~~ Uuarti5tandby Iingludee 100W quadz lamp) (WA on 27N Readmr] _ _ ____. Sgedfy (e) slnBle Vohngn- eea Vohege eunb Key ~_ 4p6C ii-- 250W HP5 ©,, svrc a -~~~~~-~-4110W.HPS Sper,IlY (x1 ~Vollage a IDI Dpnons, • i 1 . ^ l Parking lot and roadway luminaire for HID lamp, totally enclosed. Supplied with IES Type III (250W MH is field adlustable to Type 11) optical system. Housing is seamless, die•cast alum~lde num. Mounting consists of a 1,8" (44 mm) by 4,5" (114 mm) high by 6"•(152 mm) long extruded aluminum arm. The arm is held in place with two 8I8' (9 mm) mounting rods fastened to a steel backlog plate inside the pole, and by two nuts Inside the fixture housing. Mounting rods are provided with sealing washers to prevent water leakage. Lens assembly consists of rigid aluminum frame and high•impact, clear-tempered glass. 9201 Washington Avenue Fixture includes clear, mogul-base lamp. Pulse-rated porcelain enclosed. 4kvrated screw- shell•fype lampholder with spring•loaded center contact. Lamp ignhor included where required. All ballast assemblies are high-Power factor and use the following circuit type: pdpc a OW PSMH H) O WA -Constant Wattage Aurorransformer 200 - 40DW PSMH; 175 - 400W MH; 250 - 400W HP5 ~: ANSI lamp wattage label supplied, visible during relamDing• UL Listed in U5 and Canada tar wet locations and enclosure classified IP65 per IEC 529 and IEC 595. PHONE (262) 686-1900 Racine, Wisconsin 53406-3772 USA -~ Exclusive DeltaGuardn finish features an E-coat epoxy primer with medium bronxeultra-durable powder topcoat, providing excellent resistance to corrosion, llRravlolet degradation and abrasion. The finish Is covered by our seven- year limbed warranty. US 4,689.729 „ I' FWG•16 Wire Guard ......... .,____.---......... _- SBL•18 Backlight Shield ___...__. .._- RUUC FAX (262) 884.3309 LIGHTIN( io3 9 RIIUU LIDhIInB InG PrlnteU in USA 10/01/2008 11:02 2084526149 FRUITLAND ELECTRIC 1 B" EI[TENDED POLE MOUNT . ___ _. a,eaa,a.yNd~fQnenwAY LIGWT 2a Isdfootcandle plan s..°w ~~~~•'°"°-•--•~_.-- _ _ '4 RATING 0.95 for single fixture with 0° tilt (consult factory for EPA rating on multiple units . Ba I . eD~ .a 8.1 om e.t sa 2M11fl31P.2 &1 0m8.1 Om B,1 12.21fl9 'Jyd Igoiaoldandle plot o1250W MH PeddnglRoadway UOhI at 25' (7.6 m) moumin9 height end 0° verlleal Illt (Plan vlew) 100' BO' Oa d0' 20' 0' 2a av w •-30.6 Oa _. y1a .. . ea ._..,. 18.3 _....... eD - - - .~ - 12.7. _ da . ~ _- 6.7 - 2a - _ _ pm ... ..,. B• .i.. ee 2a ._. ._. _., . 17.2 Aa - . 18.3 i ea .._.~_.. ~ 1 PAGE t7v i I ~ ~ I I I ~J 30.9 .5 2aA 1e3 t)„2 fl1 Om 61 122 1ft7 7A< ~.6 Isoioolcandla Dlol at 260W NPS Perkin0lpoadway L10h1 a125' (7.6 m) meunlln0 halphl and 0° varllaal 1111 (Plan vlew) PDIe-spacing Example Oata %!~ 1 ~~ teW:uga eDrd~ed wllhln3~J DDID layout Max. Recommended P01e•epeclnp Calelop d.__ Lame rvPn 175W MH ~ 12,000 - 15' d8m ' ( 9u 1• 120' ('. PR2417°M - 80 6.1 m) Pfi2425-M - 250W MH ----- --- 20.000 .,, -- 20' (6.1 m) 25' (7.6 m) ._ . 720' 150' .- _ "-~ -~~~ PR2440-M _ ~ 400W MH _ _..._ 82,000 - ....~ --~25' (7.6 mJ 30' (9.1 m) 150' 180' ~ PP2525-M ~~~ ~ 260W HPS ..~ 2a,500 ..-. 2U' (6.1 m) 25' (7.6 m) __ ,..120' i 180' ' .._._......_..,. PR2540•M "--- ._.. ~ d00W HPS ~~~~~ 50,OOD 25' (7,6 mJ ) 30'(9.1m .,._ 150 180' _._. Ii~UUD ® 9201 Washln0ton Avenue Racine, Wisconsin 53406.3772 USA LIGHTING WRD,~ughunp lna wimed In USn AvefaOe Inlllal LIOhI Levels al 8rade 2 Flxlaras par pnle 64160° (Fooaandles a 6.0929 = Lta) x f10' (18. . - 15 2 23 x 80' (24 4. m) ._.______. , 60 3 -_._. 39 x BO' (24.a m) x 100' (30.5 m --- . 2.22 -. 24 __ -- --- i x 100' (80.5 m) 3.56 41 2 3B 20 I x 120' (38.6 m),_._--___. . a,94- ---~~ 5a j z 80' [24.4 m) _--_-- x 120' (36,6 m} 3.08 ' _-,-_ 5B "- .. .. ) x 100' (30.5 m) 6.41 67 3 40 ~) x 120' (38;6 ml - _ . ..._ PHONE (262} 886-1900 fAx (262) 884-3309 Isolootcandle plot of 400W MR ParklndRoadvray LI9hl at 90' (9.1 m) mounllnp halght and 0° veAlral tlll (Plan ulew) IsdldoteanAle plot of IOOW HPS maounllnA h Ighl and 0 averllce llltm) (Plan view) LiOhtlnp Scleneaa Inc. CerlNled Test Report No. LSI 10479 Pa klnfURaadweYf ~ 0M~ curve d1400W MN LlOhllnp 3clencea Ina. Cedlfled Teal Repod No. L614941 ParkinglRoadwlayrLlphl n curve al 400W NPS 10/01/2008 11:02 2084526149 FRUITLAND ELECTRIC PAGE 05 C ~~ PREMIUM STEEL CROWN-WELD® POLES equero, nanAepend pnb DwinCluartR hnleh leer Carbon steel Odes plem Pole esp (eupplled with dnei meum eanllpunnlpne 1, 2, 3 6 eM 6. Nal euppaed if MOn l6 epeellletl.) 2°i e• mm x 162 mm1 Nend hole XenM1hele ewer lwopleeo amol base Oreb Bever 9lgned enehor boll hob ~ I 'I Square Steel Poles 9PEC# Pa3JlUG1816C 70x3%0,125 3.0x 76 x3 speC4 _ PS3S15C(e}BZ_ 1523x0.125 9.6x78x3 SPEC r/ PS3S20ga}BZ ~~ ZO x 3 x 0.125 ~~~~ __ ~~~~ B.1 x 76 x 3 ~ SPEC n P54S7 DC(a)BZ 10 x d N 0.125 ~ _ _ 3.0 x 102 x 3 sPEC a PS4512C(a)BZ -.. 12 x 4 x 0.125 __ 3J x 102 x 3 sPP.C tl PSdS15Cja)BZ 15 x 4~x (1_125 _ 4.8 x 102 x 3 sPr;C a PS4S17C(s)BZ _ 17 x 4 x 0.125 _ 5.2 % 102 x 3 SPEC a PS4S20C(a}BZ ~ 20 x 4 x D,125 6.1 x 102 z 3 srEC n P54522C(a)9Z ~~ 22 x 4 x D.125 6.7 x 102 x 3 BPGC ~ PS4526C(a)BZ 25 x d X 0.125 7.6 x 102 z 3 sP.XC# PS95255~pIBZ 25 x.d x 0.188 ~~ 7,8 x 102 x 5 ~~~~~ sPECa PS4S27R(a)BZ 27 x 4~x 0.125 ~~ _ ~ ~~~ 8.2 x 102 x 3 6PGC a PS4S30R(a)B2 _ - ,30 x 4 2 0.125„ ~~ 9.1 x 702 z 3 aPEC a PS4530H(JBZ 30 x 4 x D.188 9.1 x 102 x 5 srn3C a PS5525S(a~BZ ~ 25 x 5 ,x 0,168 7,6 x 127 x 5 aPSC a P555305(aIBZ 30 z 5 z 0.188 _..... 9.1 x 127 x 5 srecu P58S30S1a)BZ .. 30 x B x 0.188 --- ~9.1 z 152 u 5 Y fnl Dole wnllaurhrbn, Non-tapered steel poles are supplled with welded base with cover, four galvanized anchor hops, masonite mounting template and a pale cap (except tenon mount). Each bolt is provided with two washers end two nuts. Steel pole base has slotted holes. Pef National Electrical Coda requirements, pale is standard with a 2' x 8" [51 x 152 mm) hand hole, located 18° (457 mm} above bottom of pole base. As410.32 stainlass- steel weld stud with grounding lug Is located inside pole, opposite hand hole; a hand hole cover is supplled but shipped separately, In addition. 4" x 27' and 4" x 30' pales include an internal 5/16" steel reinforced Sleeve welded inside the badom 24" o} the pole, as welt as a. reintomement welded around the hand h01e for added strength. For EPA ratings, see "Windloading" sheet, Notes '1 I I 1 -~ SlnAle direct maum) ___ 5 ~ Tr~l leis direct mount 2 ~--rr Twln Q91B0° dlrpct mount __. 6 ~ Oued dlred mount 3 Twin ®90° direct mopnt)-_ T __„ Tenon brdenmpp eapalate rue wM 11xatl 2p° mpuht edtl prefh Zto connquretlon numbers: I.e.21. ZP„ 7.3, 25 ens 29. -~~~- p~z US 5,620,255; 6,640,517; Patent pending Square, non-Papered pole of structural steel tubing (ASTM A 500); with a minimum yield strength of 48,000 p.s.i. Welded to a formed carbon steel base plate wkh a minimum yield strength of 36,000 p.s.l. Exclusive Colorfast DeltaGuardTM finish features an Ecoat epoxy Drlmer with medium hronze okra-durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The Ilnish is covered by our seven- yearlimited warranty. 92ot Washington Avenue Racine. Wisconsin 53406.3772 USA ~ Hood tJpntlnp Ina. Printed In use PHONE {282) 866.1900 Ruud Lighting square pales meet or exceed National Electrcal Cade Requirements. In the US, Ruud square poles ere classified by Underwriters Laboratories Inc. far electrleal ground bonding; In Canada, they are CSA certified for electrical ground bonding and structural strength. 1' Catalog A REC-GFIBZ ~- t=~'.,; , (120V) r Wet Listed In-use cover GFI Oullel Accessary RUUD e FAX (262) 884.3309 LIGHTING osnaro7 CROWN-WEI.D® DC(e)HZ Wall mlckness- 0.125' (9 mm) Bass plate -1D' (25a mm) square %0,60' (13 mm) thick Anchor bolts - 3/a'•1D x 18' (457 mm) « 3" Q6 mm) Ban circle dlRmeler-10' (254 mm) 9.3' -11' (235 mm - 270 mm Mp%IRlum Ilxlura we pht - 250 Ibe. (nor Kp) Approximate shlDDing welpht- 68 lbs. (26 Kg) P53S15C(a)BZ 15' (a.fi m) x 3' (76 mm) Wall fhlckness - 0.125' (3 mm) Base plate -10' (25a mm) square x 0.750' (1 p mm) thick Anchor boke-3!q'-10x16'(457 mm)+3'( mm) Bolt drde dlame[hr-10' (254 mm) B.3'-11' (235 mm - 279 mm) Maximum nxture welpht-25016s. (114 Kp) Approzlmara shlpplnp weight -621hs. (37 Kp) PS8S20C(a)BZ 2.0' (6.1 m) x 3' (76 mm) Wall thlekneps-0,125' (3 mm) Base Dlare-10' (254 mm) square x D,750' (19 mm) thick Anchor balls-314'-10%16 (457 mm)+3'(76 mm) Bolt drde tllamafer -10' (254 mm) 9.3' -11' (235 mm - 219 mm) Me7ttmum thdure welpht-250Ds. (114 Kg) Approzlmata shlpplnp wa_Iph_t- 1f91bs_(54 Kp) PS4810C(a)BZ 10' (3.0 m) x 4' (102 mm) WRII fhlckness-0.125' (9 mm) Base place -10' (25a mint square x 0,750' (19 mm) [hick Anchor bolls-9!4°-10x18 (457 mm)+3'(76 mm) Bolt cicala tllRmelar-10' (259 mm) 9.3'-11' (295 mm - 276 mm) '°-Imam (plate welpht-350 Ns. (15B KB) xlmate shlpplnp welpht- 761hs, (35 Kg) rPC(a)BZ v.~ (3,7 m) x 4' (102 mm) Wall tl0dmepA - 0.125' (3 mm) Base plate-10' (254 mint agitate x 0.750" (19 mm) thick AnMar Dolls -3/4'-10 x 18 (457 mm) +3' (76 mm) Bolt olrcle Ulemater - 70' (264 mm) 9.3' -11' (235 mm - 279 mmy Maximum Bxlnre welghl- 30D Ihe. (736 Kp) Appraxlmate shlpplnp welpht- 991Ds. f45 Kg) PS1915C(R)B2 15' (4.8 m) z d" (702 mm) Well Ihlckness - D.125' (3 mm) Baas plpla -10' (254 mm) square x 0.750' (19 mm) thick Anchor Dolls-3/M1'•10 x 30° (762 mm) +9' (76 mm) Bal} clrole diameter -10' (254 mm) 9.3' -11' (235 mm - 270 mm) Maklmum }Ixrure wslghr-350Ibs. (159 Kg) Appro%Imate shlpplnp wolght-118Ihs; (54 Kp) P96877C(a)B2 1 T (5.2 m) x 4' (102 mm) Wall thickness-0.125' (3 mm) Base plate -10' (254 mm) squaw x 0,760' (19 mm) [hick Anchor bolts- 3/6'-10 z 30' (782 mm)+3' (76 mm) Bolt drde dlametar-10' (254 mmy 9,3' -11' (235 mm - 279 mm) Maximum pxwre welpht-9001bs. (136 Kg) Approzlmflte shlDDing welghl- t31 lbs. 159 Kp) PSdS20C(a)BZ 20' {B.1 m) x 4' (iD2 mm) WAIT Ihlckness-0.125' (3 mm) Base plate - 70' (254 mm) square x 0.750' p 9 mm) thick Anchor hohs -376•-70x30' (762 mm) +3' (76 mm) Bolt clrole dlametar-10' {254 mm) B.3'-11° (295 mm - 279 mm) Maximum flxmrh welphr -3501ba, (159 Kp) Approximam shlpplnp welpht- 7501bs. (BB Kp) FRUITLAND ELECTRIC PSdS2PC(e)BZ 22' (6.7 m) x 4' (102 mm) WAIT mlCknea3 - 0,125' (3 mm) sees plate -10' (254 mm) square x 0.760' (19 mm) thick Andlor bons -3!A'•1D x 30' (762 mm) +3' Q6 mm) Boll circle diameter-10' (254 mm) 9.3' -11' (235 mm - 279 mm) Ma%Imum ilz[uro welpht - 3101hs. 161 Kg) ApDrhxlmatD shlpplnp wfllBht-183 Ds. (74 Ng) P34S26C(a)B2 25' (7.6 m) %4° (102 mm) Wall thlcknass - 0.125' (5 mm) Base plate-10' (254 mm) square x D.75D' (1B mm) wick anchor bath- 3!a•-10 x SO' (762 mm)+ 3' (7B mm) Bolt drde dlameler -10' (256 mm) 9,3'-11' M2eKimum IIxNre welpht-3501bs. (759 Kp) Appraxlmam snipping welBh#-162 IDs, (03 Kp) PS66259(a)BZ 25' (7,6 m) x 4' (102 mm) Wall N7lckness- 0.188' (6 mm) Base plats - tD' (z5a mm) square x 0,750' (19 mm) thick Anchor both-3/4'-10x30' (762 mm)+ 3' (76 mm] Bhu circle dlameler- 70' (254 mm) 9.9' -11' (235 mm - 279 mm) Maximum fl%lure welghl- 350166. (15B Kg) Approximate ehlpplnpwelpht- 2621hs. (714 Kp) PS6S27B(9)BZ 2T (B.2 m) x 4' (102 mm) Wall fhlckness-0.125' (3 mm) Base DIBIe -1 D' (254 mm) Square x 0.750' (19 mm) thick Andlorbolts-316'•10 x 30' (762 mm)+ 3' (76 mm) Bolt drde diameter -1 D' (254 mm) 9.3' - ii° (235 mm - 279 mm) Maximum liztttre weight- 7.B0lhs. (127 Kp) ADDrhxlmale shlpplnp welpht-2321bs; (705 Kp) P34S90R(fl)BZ 30' (9.1 m} x d' (102. mm) Wall fhlckness - 0.125' (3 mm) Base plate-10' (254 mm) square x 0.750' (1B mm) Ihlck Anchor bolls- 3IM1'•10 x 30' (762 mm) + 9° (76 mm) Boll clfcle dlameler-10' (254 mm) B.3'-11' (235 mm-279 mm) Maximum Hxmre welpht-3151bs. (143 Kp) Approximate shlpplnp wslghr-301 lbs. (137 Kp) P86S80Hfa)B2 30' (9.1 m) x 4' f 102 mm) W611 fhlckness - 0,1 BB' (5 mm) Bash plate-10' (25a mm) square x 0.760' (19 mm) thick Anchor bolts-3/4'-10 x 30' (762 mm)+3' (75 mm) Bolt circle tllame(er -10" (254 mm) 9.3' -11' (295 mm - 279 mint Maximum Ilzfam welphr - 340 Ihe. (155 KgJ Appraxlmete shlpplnp welpht-3311bs. (153 Ng) P555255(a)BZ 25' (7.6 m) x 5' (12,7 mm) WRII fhlckness - 0.iB6' (5 mm) Bass pieta -10" (254 mm) square z 0.750' (19 mm) thick Anchor Dolts -1'•8x36' (914 mm)+4' (102 mm) 9oR drde dlameler- t0' (254 mm) 9.T-11,3' (2M1B mm - 2.67 mm) Maximum 1lxrure walgnt - 4501hs, (204 Kp) Approslmale shlDDing welghl -32D Ihs. (145 Kp) PS68a08(aJBZ 30' (9.1 m) z 5' (127 mm) Well dtlckne93 -0.788' {5 mm) Base plain - t0' (254 mm) square z 0,75D' (19 mm) Ihlck Anchor hops-1'-B x 36' (BI6 mm)+d' (702 mm) Belt Urcle dlamater-10' (254 mm) 9.7'-11.3° (240 mm - 267 mm) Mpslmum BXrure welpht-3751bs. (170 Kp) Approximate shipping welpht- 97916s. 1172 Kg)-_ -_ PAGE 06 P8B6308(a)Bi 30' (9,7 m) x 6' (152 mm) Wall lhlckhA65 - D,1B8' (5 mm) Base plate -72' (305 mm) square x 1' (25 mm)lhlck Anchor bolls-1'-8 x 36' (914 mm) +4' (102 mm) Solt elyde dlameler -11.5' (T.92 mm) 11,3' -12.5' (265 mm - 32M1 mm] Maximum Ilxlure welpht-5251bs. (23B Kp) Approrimate Ahlpplnp welpht_-4571bs, (20T Kp) • ~~~D ~ 9201 Washington Avenue Racine, Wisconsin 53406-3772 USA PHONE (262) fiB6-1900 FAX (282) 664-3309 LIGHTING apRwdugmmam4. PrmndmusA www.maallDmmpROm o6nero7 10/01/2008 11:02 2084526149 10/01/2008 11:02 2084526149 FRUITLAND ELECTRIC PAGE 07 PARKING/ROADWAY EBBBndpd - Pole Mmnl Flnlnh wlor. bmr¢e srrc µ ~ 200W PSMH PR2820•(a)(b) sPtcn 25DW PSMH PR2625-(a)(b) Q sracx 32DW PSMH PR2632-(a)(h) 0 , sracx 350W PSMH _ PR2635-(a)(h) © srn.CO_..__ __,,,_- d00W PSMH_ _PR2840-{a){b) ...._.. METAL HALIDE srscx -' 775WMH PR2417-1a116) ~ - sPP.C x ____ 250W MH . PR2425-(a)(b) Spa(' a 400W MH PR2440• a h) HI6N PRESSURE SODIUM sm:cx 250W HPS PR2525-(a)(h) _ space _ -._.. 400W HHPS _,.._ PR254D-(ej[h) 6pecny (a) VBI18go 8 (hl OpllBns. '~ r 1 Parking lot and roadway luminalre for HID lamp, totally enclosed. Supplied with IES Type III (250W MH is field adJustable to Typa Iq optical system. Housing Is seamless, die•cast alumi- num. MDUnting consists of a 1,8" (44 mmJ wide by 4,5' (114 mm) high by 6'•{152 mm) long extruded aluminum arm. The arm is held in place with two 3/8" (9 mmJ mounting rods fastened to a steel hacking plate inside the pole, and by two nuts Inside the fixture housing. Mounting rods are provided with sealing washers to prevBnt water leakage. Lsns assembly consists of r191d aluminum frame and high-impact, clear-tempered glass. Pelenlad Hinge asasmbry Lsne Frame Dlo-naec aluminum dwr hams eawme Iona; sealed vdN pIIIeMB gBBkB[ Flnleh cpbc DIecN 1 i M_ 120/20B/240/277Y (SUntlardl _ _ T 120/277%347V (Canarle only)(sl+ndnMj 1 120V 2..... 277V..,.... __... ...... 27 277V geacmr (PSMH Onty) ...- - 3 208V 4 240V ...-- -.... ._....._ 5 480V...-'----_...... ....... 8 34N (Canada OnlyJ_ far vnlBpe;xdlMNg ouRNe Ina US en0 Comae, ens aullMln TD•9 Br cenH[r ymv nand I,phtna eNnBOMa Inlernalom DIBUIhuNr. Fixture includes clear, mogul-base lamp. Pulse-rated porcelain enclosed, 4kv-rated screw- shell-type lampholder whh spring-loaded center contact, Lamp ignitor included where required. All ballast assemblies era high-power factor and use the fallowing clmult type: Reactor (27N PSMH) 200- 400W PSMH CWA - Constant Wattage Autotransformer 200-400W PSMH;175-400W MH; 250 - 400W HPS ANSI lamp wattage label supplied, visible during relamplnp, UL Listed in US and Canada for wet locations and enclosure classlfled IPfi5 per IEC 529 and IEC 598. 9201 Washington Avenue Racine, Wisconsin 53408.3772 USA PHONE (262) 886-1900 Rlrlltl llghling Inr.. pdMatl In USR -(a)F_ Fuslnp - ---.. -la)P Button Photocell •5P Exterafll Photocell (for d6DVi 0 Ouartz Standby ~~~ (lndudes 10DW quartz lamp) _ _ (NIA on 277V Reactoq 6peclN ra) SlnAla Volragn - SBe voltage 6uflla Ney Ty~~ NI ~. Exclusive OeltaGuardp }finish features an E•coat epoxy primer with medium bronze ultra-durahle powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our seven• year limited warranty. US 4,889,729 PWD-76 Wlre Guard ___ SBL-18~ ~ ~BecRllpht Shield ~ ~~- FAX (262) 884-3309 RUUD p +p/Itrca LIGHTING 18/01/2008 11:02 2084526149 FRUITLAND ELECTRIC PAGE 08 C 6" EXTENUEU POLE MOUNT 16" (406 mm~ PARKING/ROADWAY LIGHT 6~m--1--.~;~~.-1_-_a ..___ 2.2 e.1 Om 6,1 LlAhling Sciences Inc. CedNled Teal gaped No. LSI 10178 Candlepower dlatelhullon curve o1400W MH ParkInOlRaadway Llghl Llghling Sciences Inn. Cedllletl Tesl gaped Ne. LSI4991 Candlepower dlWlbullon ourve of OOOW HPS Parldnp/Ilsadway Light Pnle-spacing Example Data 183122 fl1 Om a.i 1221fl924d Isolaolaandle plat oT 250W MN PerklnplRaadway light a1 Z6' 17.6 m) mounling helght and 0° wfdlcel IIII (Plan vlaw) Ba 4a eD' ~ --- - 24,d 5a ~ ~ ~ .1 --- 1e.9 40' - A 12.9 20• -" - -- ed a I _ _.-.. _ _ o m 2a __.. 6.1 d0' _ _ .. .12.2 80' - - .. 163 9a ._._ _._....___ _. __ 24A i ~' a0.6 906 2l/ 1ea 121 61 Dm 5d 122 18.9 214 95 Isolaotaandle plot of 250W NPS ParkinglAa9dway Light a12fi' (7.fi m) mounling helght and 0° vadlCel 1111 (Plan claw) Lumens ea 2a _.. B.t p• _ _ ..._ __ _. ._.. .. _ . ...._ a m 2D' .. __ ee 4a _...._. . _ .. __~ ..._ _ . -.. .._. 1x.2 ea i 1ea ea• ~- -- --...---~ ---- -~ -- -- z4.4 1DO' 9o,s 90 57AA 1fl 812 2 a 1 Om fl 1 II .21a a a4 .d al e Isofoeteandle plot o1400W MH Pad11ng1Roedwey LIOM at 30' (9.1 m) mounling helght and 0° vedlael 1111 (Plan view) Isofool~ndla plot of d00W XPS PerllingAloadwey LIOM a180' (9.1 m) mnungng helght end 0° vedlcal 1111 (Plan view) %%~ ~ =//E/ Teal area le ceraae4 wtrhln n 11e1 pole iry°a4 Mex. Recommended P°la-apaeing ..._._ 20' (6.1 m) __ 120' PR2425-M ~ ~~~ ~ 2504V MH ~ ~ 20,000 20' (6.1 m) 120' _ 25' (7.6 m) __ _ 150' PA2440-M ~_._._~-~~~ 400W MH ~~_~~-~--- 32,000 ~~~~ ~ ~ 25' (7.6 m) 150' ____ 30' (9.1 m) 180' PR2525-M --~~~ 250W HPS _~~~~~~~~~~ ~ 28,500 ~~~~~_~ 20' (6.1 m) ~~~~_~~ ~ ~ 12f)' ___ _ __25' (7,6 m) __ 180' PR2540-M ~~~ ~ ~ 40UW HPS ~~50,000 ~ ~~~ ~ 25' (7,6 m) 150' -.__..,, , 30' [9.1 m) 160' ~~D ®9201 Washington Avenue Racine, Wisconsin 53406-3772 USA LIGHTING ®Ruutl LlahnnB Inc. Prlntad In U6p xuu'I x 100' x 100' x 120' x 80' (( x 120' x 1U0' x 120' AYemge Inlllel Llghl Levels at Grade 2 FlRlnres per pale 4g 100' (kDltandias ; 0.0929 = Lux) Footcendlea Lox _ 3,97 43 2,15 ------- ~ Z3 3.80 _.,,._ -. 39 ___ 2.22 ~~~~~~ 24 ... .... 3.56 ....... _.- 38 ._. ,_,. 2.41 28 4.94 ~ ~ ~ .~- --' G3 3.06 33 PHONE (262) 886.190D FAx (282) 884-33D9 IEIPon11n0,t°m 1L11ln3 ' ~ RATING IcoPootcendle plats show initial tootcandles at pmde. (FOOtcendles a 0.0929 ~ Lux) ,0.95 for single fixture with 0° lilt (Consult factory for EPA rating on multiple units). m n a w "_ Tech csm 0as-s.,, c~~ es~-,wu ~f ~ ~ engineering. Inc. .: cs+» aes-~~" p.xAp~,myee, er fuciwc ~~ I A9 2 THE COTTAGES Fy urnimnx, mnxo '9A. FRIIITI ANfI FI FCTRIC ~.~Vl E IDI~ IAN,. IDAHO 33 E. Broadway Ave. • Meridian, Idaho 83642 208/888-4433 a- J r D u a a n s D cn O ru nom, .+ [`- a .-~ (] yp ~ Applicant - ~-~f'(_![ I Date d ~ .2 Address (y oG ~- r'1 ~`/~r ~~~ ~~ ~~` Phone CHE # NAME O ~ ~ CHE IF DIFFERENT THAN APPLKANT ~ • l~ ~ I ClV O er'o tJ I r I I I I I I I I I TAX I I TOTAL ~7 I Lf7 PAYMENT DOES N,OT^'IN~DIC(A~TE A CEPTANCE OF APPLICATION 1 /I 7 9 o Received /~ 1 ~IGV~ni~' °i / J Deol. ss~a~ ~i~L~ ~JO-CG Page 1 of 2 Kristy Vigil From: Kristy Vigil Sent: Thursday, November 13, 2008 11:58 AM To: 'Ken Nguyen'; 'Van Elg' Subject: RE: Maxfield CZC application Hi guys, missed something earlier. Please submit revised elevations per the approved findings. The approved findings are available on our website. Thank you„ Kristy From: Kristy Vigil Sent: Thursday, November 13, 2008 10:40 AM To: 'Ken Nguyen'; 'Van Elg' Subject: Maxfield CZC application Hello Ken & Van, I have reviewed the CZC for Maxfield and I need some revisions and clarifications please. Please note the following: ry// The site plan submitted with the CZC does not matched neither the approved SP nor the submitted LP (revise both plans accordingly and submitted revised copies per the CZC checklist); Acknowledge the demo of the outbuilding. It should be removed prior to receiving a building permit (without a recorded plat I would like written documentation); 3/ Please clarify how setbacks will be measured (without a recorded plat I would like written documentation); 4,/ Clarify how on-site trash will be picked up; 5,/ Both plans need to be stamped and signed for construction - a CZC is not preliminary; gy Modify the plant schedule to include the quantity and tree class; 7 ~ Revise the LP to include an interior parking planter on the south side of building A; g/ Include a calculations table on the LP per the CZC checklist; g. /~ Change the two rail fencing to 5 ft wrought iron; 10. Include details (picture) of the gazebos and all fencing on the LP; 11.// The site was approved with 49 stalls -where did 7 stalls gc? 12. / Have you spoke with Elroy regarding mitigation? This is a lot of information, so please feel free to contact me at 884-5533 if you have any questions. Thank you, Kristy From: Ken Nguyen [mailto:ken@thelandgroupinc.com] Sent: Wednesday, November 12, 2008 9:13 AM To: Kristy Vigil Cc: Van EIg; Donna Wilson; Bill Parsons Subject: FW: A 081106 CUPMOD Approval 07203.pdf -Adobe Acrobat Professional Page 1 of 4 Kristy Vigil From: Van Elg [van@thelandgroupinc.com] Sent: Friday, November 14, 2008 5:54 PM To: Kristy Vigil Subject: FW: Maxfield CZC application Attachments: Trees on Falcon Drive. Kristy, We are working on responses to the items mentioned below and should have the drawing revisions submitted to you AS Please note the following responses to your questions: The onl structure (an old shed) Item #2 (building demolition): Please note the comment from Garold Maxfield (below). Y that needed to be removed, was removed about two years ago. This condition has been resolved Item #3 (setbacks): Our survey crew will set construction loved plans.elfyoulwould likesouresu'rveyorcan ce with the construction documents/app provide you a certification letter...stating that construction staking has been set in accordance with the approved plans. royal of the first phase of this As discussed with SSC (Doug Mason) and per his app roved in Item #4 (trash pickup): development, all trash will be addressed with Wheeled Cansof the approvalProm SSC in case Garold's similar projects. Donna Wilson will forward a copy you don't have it in your file. Item#11 (Parking Stalls): Ken may have addressed this with you as well, but wepCegsnwe weretasked to el m' inate Ils; however, only 38 are required. During the hearing p some of the stalls in order to accommodate site plan revisions that included additional landscape islands (between parking areas) and to accommodate emergency/fire access points. This was discussed at the hearing. Item #12 (Tree Mitigation): There is no required mitigation at the site. Our landscape architect and I have both spoken with Elroy about this on several occasions. We were told that the letter regarding is matter had b about atnother project lastweektand he thoughtQ wa sspea'king about thelMaxfeld ed Elroy project on Falcon Drive; consequently, he forwarded the attached email to me (attached or your records). Early next week, the remaining items will also be sent over with the updated plans. I hope this helps answer most of your questions. Let me know if you have any other questions. Thank you for all your help) Hey...only 4-5 weeks until you graduate! Yahool Thanks Trees on Falcon Drive Kristy Vigil From: Elroy Huff Sent: Wednesday, November 05, 2008 4:04 PM To: Van Elg Subject: Trees on Falcon Drive. Follow Up Flag: Follow up Flag Status: Completed This property has only 2 tres on it. I looked at them today. They are volunteer Elm trees. They are partially dead in the tops and do not need to be mitigated. Elroy Huff Pazks Superintendent Meridian Parks & Recreation 33 East Broadway Avenue, Suite 206 Meridian, ID 83642 Phone:- 208.888.3579 Cell: 208.371.1755 Fax: 208.898.5501 Page 1 of 1 =~~ -r- -= i o--@~p` ~n i 1ik39kl ": ____________ E ----------~-- -'r -- .____________________R __r p _ -o-P-P-P-f~~E9_o ~ °-4 X61 el v?e o• o . 1 Y 4~°l'^W F9 1 ~ S3 B ~ `r l~ ~ a II. E9 s.F ~i'~ ° ~ I~3 ~~ // I~ i i I/ ~ .. A, 1 I. 8 j.i ?~ F~ ~~` a 1 1 i [~ I ~ + \ 0 \ lil \\ O 1 1 - ~~ ~ \ 1`~ a\\~ i ~ v W 5 g g qz i vv2 3 a q ~ 8~ ~4 ~tl 3 ~ii~~8 r Yp r grrav 9® eg~ °~ aj sil g3 6° m ~ L i' ~ ~'`!~° 1.'' €i ~s®~ d~ 9~ 9®d °~~ 5 ~`i ~ jt~jlji`I1i!!~; i ex ~$.$ - a B d' ~I n ~~~~ ~~ m 1 i it ~i11 ii~~~'` 9s d4 's d~ ~ o ! ` ~ I~~;~ i~ $ o i i~ it I ~ ~i;~ 3 ~~~~i i~-f' § ASNw ~~ IR r ra ° ~..... '~ z n x O r im ~ ~, ~ _ q~.~~ I.1f i I ° ~ ~ at`~slll MAXFIELD SUtiulvwivi~ sj3~ _~ e ! ~ ERTIFICATE OF ZONING COMPLIANCE ~ i!°^ °, ~ , E i~®gFi ` ~ 9j` ~ ~ ;~r ~~~% a a i a { ~ r l~~cr~ I ~i~~~ I~~~'!eY Meridian Idaho - s z D m c R D1 Y C V7 -1 O Z m n m a 'v O Anm x= z~ ro -{_ TnD 5m oN c n c m 4 O 09 D~ m O N ig 9 C O 1 C S m 3 O Z C 3 Z F ur 2 ,~~~$ I s I ~`.~ ~ unyy MAXFIELD SUBDIVISION r'°' [g~~sg , I'` ~1 ~~ CERTIFICATE OF ZONING COMF iF~°~~ I `~~~~ I~l(~~~y Meridian, Idaho dasf8 F w v~ `~ ~a a~ s= ~ DO ~ ~ e ~ 0 m a r I 3 9y 39 f A ~ ~ 99 . 1 Z y SE~ C ~ m ~ m S m z o z ~ ~ m A ® ° m ~ I~ ~p ~ ~ ~ a ;9C EI ~ rn ~ ~6g~€ggS~~i~eS'~~~.aB~EF v q a e .F S ~q ~~~ 8 ~g ~ ~ g ~e3i~~ a"~ ~ O ~ m Z ~ ~a7 a ~ a m ~ ~ m sa Y ° ~ g ~ F ~ ~ Z O ~ o p N .. ~{{ m y .. ~I~~3311~~ ~ °~": "::"°"~ COTTAGES AT FALCON ~~'' ~ ~ o- ~I °I g~~~ - ~~~~ FALCON DRIVE MERIDIAN IDAHO s~ SH9A~ ~~~~..~A~ra ._. ~-wq- I I! 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Pre]hivnaryPlat III Ma~d'ieLd:Suhdivision Site Layout ~ IItility Meridian, Idaho Maxfield Sub---Vicinity Map SCALE 1:2,709 zoo o zoo aoo soo / ,~ FEET ////// ~~` Page 1 of 1 0 SUZANNE Regular LAND GROUP 1112110812:06 462 E SHORE DR STE 100 Pieces: 1 EAGLE ID 83616-6572 Weight: 1 SHIP TO: ATTN: KRISTY VIGIL MERIDIAN, CITY OF -PUBLIC WORKS 33 E BROADWAY AVE MERIDIAN ID ATTN: KRISTY VIGIL 83642-2619 ~ImII~NI 274360 m~~u~,~te References: Signature: FOLD HERE Internet Shipping: View/Print Label 1. Print the label: Click the Print button above. (Both will be hidden when printing begins) 2. Fold the printed label at the dotted line. Cut these instructions from label. 3. Affix the label to your package using clear plastic shipping tape over the entire label. 4. SPECIAL INSTRUCTIONS: 1 1 12 1 /200 8 ~\ ~~~' ~~ "~ ~ `~ THE LAND GROUP INC. TRANSMITTAL ~ ' www.thelandgroupinc.com ~ voaos Eagle 462 E Shore Dr, $uite 100 Eagle, Idaho 83616 P 208.939.4041 F 208.939.4445 Transmitted Via: ®Courier ^ Fed Ex ^ US Mail ^ UPS ^ Pick Up ^ Fax To: Kristy Vigil From: Ken Nguyen (dw) Company: Meridian City Public Works .Date: 11/21/08 Address: 33 E. Broadway Avenue- Project: Maxfield Sub. Meridian, Idaho 83642 Phone #: Project #: 08055 Fax #: Pages: CC: Re: Copies Date Pages Description 6 11/21 1 Full size and 81/2 x 11 of revlsed CZC _3 I 71/21 I 2 site plan --- - _ -_ - Full size and 81/2 x 11 of revised CZC - - -- __ _ _ - -- - landscape plan If enclosures are not as noted, kindly notify us immediately. Notes: Please see attached revised plans per your comments via email. Thank you, Ken Nguyen (dw)