Loading...
HomeMy WebLinkAboutCorrespondence ARC 8/13/2008 '. Robertson I Sherwood I Architects PC 132 East IdWay, Suite 540 Eugene, Oregon 97401 P 5411342.8077 F 5411345.4302 www.robertsonsherwDod.com ~ To: City of Springfield 225 5th Street Springfield, OR 97477 AUn: Jim Polston Transmitted: [gJ Herewith 0 Under Separate Cover 0 By Carrier Date: 29 July 2008 Proj. No.: 0542 Project: Springfield Justice Center From: Randy Nishimura, AlA Disposition: o Approval and/or Signature o Reply cgJ For Your Information FAX Transmission: 0 FAX Number: Number of Pages Including Cover: . . Copies Item I Description Dated 1 set Package of documents in response to Staff Report & Decision regarding Major Site 29-Jul-2008 Plan Modification (conditions of approval) , , Note: Jim: I think this package is complete in its response to the conditions of approval listed in the May 24, 2008 Staff Report & Decision regarding the Major Site Plan Modification. Let me know if you would prefer that RSA handle submission of the package to Andy. Randy cc: Date Received: . AUG 1 3 2008 S_I submittal ;J ~ . . ~ 4'~ ~.,>. "'..-.....'.. """', ._.-, ,,~,-.-- ~:A ~p - Robertson I Sherwood I Architects PC 132 East Broadway, Suite 540 Eugene, Oregon 97401 P 5411342,8077 F 5411345.4302 www.robertsonsherwood.com 30 July 2008 Date Received: _ AUG 1 3 2008 ~SUbmitta' jJ(f- City of Springfield, Oregon Development Services Department 225 Fifth Street Springfield, OR '97477 Attention: Andy Limbird - Planner II Re: Case No. DRC2008-00024 - Springfield Justice Center Type II Major Site Plan Modification Dear Andy: This letter addresses the Conditions of Approval listed in the staff report & decision dated 9 May 2008 for the Springfield Justice.Center Type 11 Major Site Plan Modification. To the best of our knowledge, the Final Site Plan complies with the requirements of the SDC and the conditions imposed the staff report and decision as addressed herein. The Conditions of Approval are addressed as follows: Condition 1: The Final Site Plan shall accurately depict the locations of all existing and proposed public water lines serving the development site. Response: Refer to the accompanying revised Civil Utilities plan prepared by KPFF Consulting Engineers and as listed herein that depicts the existing and proposed public water lines serving the development site. The revisions are based upon information furnished to KPFF by the Springfield Utility Board (SUB). . C2.2 - SUB WATER AS-BUILT - 7/25/08 Condition 2: The Final Site Plan shall depict the "iocations of electrical and telecommunication systems connections required to serve the development area. Response: Refer to the accompanying revised Civil Utilities plan prepared by KPFF Consulting Engineers and as listed herein that depicts the existing and proposed electrical and telecommunication systems serving the development site. Revisions are based upon information furnished by the Springfield Utility Board (S~B). . C2.3 - SUB POWER AS-BUILT - 7/25/08 Condition 3: To ensure a fully functioning water quality system and meet objectives of Springfield's MS4 permit, the Springfield Development Code and the EDSPM, the vegetative water quality swales shall be fully vegetated with all vegetation species established prior to issuance of building occupancy. Alternatively, if this condition cannot be met, the applicant shall provide and maintain additional interim erosion controllwater quality" measures acceptable to the Public Works Department that will suffice until such time as the swale vegetation becomes-fully established. j.. ..'." , .r\,~. . _~ 1.., "'.:! Page 2 City of Springfield - Development Services Department Attn: Andy Limbird - Planner II Re: Case No. DRC2008-00024 - Springfield Justice Center Major Site Plan Modification 30 July, 2008 . . Response: Interim erosion control/water quality measures acceptable to the Public Works Department shall be maintained by John Hyland Const. Inc. until the swale vegetation becomes fully established. Condition 4: Prior to the construcfion of Pioneer Parkway East improvemenfs, the applicant shall obtain ODOT permits required for the new driveway entrance and related work in the Pioneer Parkway East right-of-way. Response: Refer to the accompanying letter from Lynn Detering, Permit Specialist with ODOT District 5, acknowledging that the submitted application for the proposed Pioneer Parkway East improvements meets ODOT qualifications and has been accepted for further review. The issuance of the requisite permits is pending ODOT's completion of its review process. - Condition 5: The Final Site Plan shall contain design details acceptable to the City Engineer for the street intersections affected by the site plan (B Street & 4 h Street; and B Street & Pioneer Parkway East). Response: Refer to Drawing C3.0- PAVING PLAN furnished with the Site Plan Modification'submission as prepared KPFF Consulting Engineers and dated 4-7-08. The driveway entrances at B Street/4th Street and B Street/Pioneer Parkway East are described as conforming to City of Springfield Standard Detail 3-24. Condition 6: The Final Site Plan shall provide for Knox Box keyed gate switches at the east and west entrance driveways to the secure parking lot. Response: The Springfield Police Department shall prepare a comprehensive written fire safety plan for the entire facility. Following its submission, the Fire Marshal will review the plan and make a final determination regarding whether or not the Knox boxes are required at the east and west entrance gates to the secure parking lot. Condition 7: In accordance with the provisions of SFC 508.5.5 and SFC 912.3, immediate access and at least three (3) feet of clear space in all directions shall be maintained for all Fire Department connections. Response: There is a minimum of three (3) feet of clear space in all directions (to front and sides) at all of the proposed Fire Department connections. Condition 8: Prior to or concurrent with approval of the Final Site Plan, a suitable PUE for the electrical transmission line running along the northern edge of the site shall be executed and recorded. The PUE alignment and dimensions shall be satisfactory to SUB Electric. Response: The necessary public utility easements have been executed and recorded. The PUE alignments and dimensions are satisfactory to SUB. Refer to the accompanying copy of the overhead easement filed with the Division of the Chief Deputy Clerk, Lane County Deeds and Records. !C;'L. Date Received: \\: AUG l' 3 2008 : ,~~ Silr}mi;icL_-a~__ . . Page 3 City of Springfield - Development Services Department Attn: Andy Limbird - Planner II Re: Case No. DRC2008-00024 - Springfield Justice Center Major Site Plan Modification 30 July, 2008 Condition 9: Prior to or concurrent with approval of the Final Site Plan, a suitable PUE for the underground electrical lines installed to serve the development site shall be executed and recorded. The PUE alignments and dimensions shall be satisfactory to SUB Electric. Response: The necessary public utility easements have been executed and recorded. The PUE alignments and dimensions are satisfactory to SUB. Refer to the accompanying copy of the underground easement filed with the Division of the Chief Deputy Clerk, Lane County Deeds and Records. Condition 10: Prior to the initiation of any tree felling activities on the site, the applicant shall obtain a Tree Felling Permit pursuant to Planning Action DRC2008-00028.. Response: The City of Springfield issued the tree felling permit following the issuance of the favorable Planning decision for the application and absence of subsequent public appeals. Condition 11 : The Final Site Plan shall provide for street trees and site landscaping trees that are minimum 2-inch caliper in accordance with SDC 4.4-105.E & F. Response: Refer to the accompanying revised drawing prepared by Cameron McCarthy Gilbert & Scheibe Landscape Architects: . L4.01 - TREE AND SOIL PREPARATION PLAN, revised 6/13/08. Condition 12: The Final Site Plan shall provide a fencing detail for the metal panel fence around the secure parking lot. The fence style shall be consistent with provisions of SDC 4.4-110.B.3.b. Response: The proposed metal fencing does not provide the visual screening required by SDC 4.4-100.B.3.b. Instead, the screening is vegetative and primarily provided by evergreen Zabel Laurel as selected from the City of Springfield's list of approved plant materials (refer to the accompanying drawing L4.02 - PLANTING PLAN, revised 6/13/08). The fencing is of an ornamental type with a black powder-coated finish to visually blend with the surrounding vegetation. Refer to the accompanying product information as furnished by Ameristar Fence Company. Condition 13: Light fixtures located within 43 feet of the northern boundary of the site shall be placed no higher than 12 feet in accordance with SDC 4.5-110.B.2.b. Response: Refer to the accompanying document RFP #114, which is a construction contract change item to reduce the height of the lone light .fixture that was sited within 43 feet of the northern boundary. The height of this fixture is changed from 16 feet to 12 feet in accordance with SDC 4.5-110.B.2.b. Date Received: . AUG 1 3 2008 ~ ;;2:'\- , .'...."", Original submittal. ~ . . Page 4 City of Springfield - Development Services Department Attn: Andy Limbird - Planner II Re: Case No. DRC2008-00024 - Springfield Justice Center Major Site Plan Modification 30 July, 2008 . Condition 14: The Final Site Plan shall provide a site and building lighting plan that is consistent with provisions of SDC 4.5-110. All lighting fixtures used on the site shall be shielded and full cut-off lenses to prevent light trespass onto adjacent properties. Response: Refer to the accompanying drawing prepared by Balzhiser & Hubbard Engineers: . SPRINGFIELD JUSTICE CENTER EXTERIOR LIGHTING PHOTOMETRIC CALCULATION Also refer to the accompanying exterior site light fixtures product cut sheets describing the photometric. characteristics of the fixtures. Condition 15: The Final Site Plan shall provide a design detail that confirms the parking lot and driveway configuration will adequately accommodate turning movements for all Springfield Police Department vehicles expected to use the secure parking lot. Response: Refer to the accompanying drawing prepared by KPFF Consulting Engineers depicting turning movements for the Springfield Police Department SWAT van in the secure parking lot. The SWAT van is the largest vehicle that will use the secure parking lot. . C-1 - SWAT VEHICLE TURNING ANALYSIS - 6/19/08 Please let us know if you have any questions or comments regarding this response that may impact your ability to issue Final Site Plan approval. S~ Randy Nishimura, AlA, CCS Senior Associate cc: Jim Polston - City of Springfield Public Works Attachments: C1 - SWAT VEHICLE TURNING ANALYSIS - 6/19/08 C2.2 - SUB WATER AS-BUILT - 7/25/08 C2.3 - SUB POWER AS-BUILT - 7/25/08 L4.01 - TREE AND SOIL PREPARATION PLAN, revised 6/13/08 Copy of recorded SUB overhead utility easement Copy of recorded SUB underground utility easement SPRINGFIELD JUSTICE CENTER EXTERIOR LIGHTING PHOTOMETRIC CALCULATION Exterior light fixture product cut sheets Request for Proposal #114 - Light Fixture Pole Height Change ... . Date ReceivedL.etter from Lynn Detering, Permit Specialist for ODOT to Jim Polston, City of Springfield ) l AIJG I 3 2IllI M.., 'ooclo, ,,,do" d'" ,", d.,iI, by AmoM,.' ,oow Or"l...!il Submittal t1 X- .t -v"'\ ~'\ .f '\IF' ~.~:- ~ -~T ~ ~ '1_1,-,1' I I 1~Jl II -J , , \t. AI. X ""1'" \~ /''\ .. / --ill \ Y:&2 / lili l -0 - .. . ~ ~ l!~ U i I '. ... . . . . . I (), ~ , -0 \, ~ ~ '::. '8 ~ III ,~ ; ~ ~ ~ ~ o ~ Il e; ~ ~ ~ ! tJ Z J ~ '" i ;; ~ . ~ ~ i ~ '" ~ :;: ;;: ~ ~ - Ace C C C C C ~ - I - ;L J - . \) ~ ~ ~ ! j <= --I ~udlL / li\ ~~~~~n Ii 13 ..... ul ~;n - ~""' ' '\ ,,,", ~ ~ rt~ '" "I ~ ~~ i; I" .n i 'AI;; 0: l5:'J ~~~~ 4- ~ fita ~a!! - I> Ill" ... ~fiil ~ - . J - ::J - :- ~~ o,~ z I, - ~ '1 (), .m t ~ f'i//// III C (), ~//~ It ~ (), ~.. " i I > I- - /H ~ - 11.- Ii @..................... ~ ~ ::J c . , '. '.' . ::,' I:: J......I_,J,L.,L"..l.~LJ".,,,.,,t.,,~~l,,l~,,I,,..~L,.",,,I..L.,,,U.,,,l. J==.l,_._~_I/ d\ /;'i ..' '. f'\ L/ =- I.../;;w;;'\. ~ ~ lSV3 A V M)f~Vd ~33NOld ! illlll . . Please Return To: SPRINGFIELD UTIJJTj'BOARD 1001 MAIN ST. SPRINGFIELD. OR 97477 I Division of Chief Depuly Clerk Lane Count.y Deeds and Records. 1111I1111111111111111I111111111111111111111111111 01011743200800406620040040 07/11/200802:48:11 PM RPR-ESMT Cnl=l Sln=6 CRSHIER 02 . $20.00 $10.00 $11.00 ~OO~.O~Ooo~ $41.00 spRINGFIELD UTILITY BOARD RIGHT-OF-WAY OVERHEAD EASEMENT KNOW ALL MEN BY THESE PRESENTS. that the undersigned, CITY OF Sl'RlNGFlELD. for a good and valuable consideration, of the payment of the sum of -f t) . the receipt whereof is hereby acknowledged, does hereby grant unlO the City of Springfield, a municipal corporation, acting by and through its SPRlNGFIELD UTILITY BOARD, and IDlto its successors and assigns, the right 10 enter upon the .lands of the undersigned situated in the City of Springfield, Slate of Oregon, and more particularly described as follows: . SEE ATfACHED EXHIBITS A & B This property is also known as portions of Tax Lots 13900, 14000, 14100, and 14300 of Tax Map 17-03- 35-24. A 10' wide overhead electric easement 10 place, construct, operate, repair, maintain, relocate, and replace therein an electric distn"bution and/or telecommunication lines, including poles, guy wires, vaults, transformers, and other necessmy facilities, to remove and replace fences and lawns to the extent necessary to construct, maintain, and protect said lines, to cut and trim trees and shrubbery, and to trim and remove ail dead. we3k, leaning. or dangerous branches or entire trees that are high enough to strike wires. No part of any building or pennanent structure will be placed upon this easement, other than asphalt pavement, curbs, sidewalks, and driveway aprons. , CITT OF SPRINGFIELD JUSl"lCE CENTER OYERHEAD EASEMENT Page J of2 07/01/08 ;', Date Received: , AUG 13 2008 ~I Submittal a,.:=' . -,. ;.~~ ... . . . 11' " '. . ~,:..,' ., . . The undersigned covenants that they are the owners of the above-described property and that such . property is free and clear of encumbrances and liens of whatsoever character. . Jeff Towery Name (print) sdi/1b Acting City Manager (AIC) Title 7/9/2008 Date STATEOFOREGON ) ) ss. County of Lane ) BE IT REMEMBERED, That on this 9th day of July . , 2008, before me, the lIDdersigned, a Notary Public.in and for said County and State, personally appeared the within named Jeff Towe ry , City Manager (AIC) of the CITY OF SPRINGFIELD known to me to be the identical individual described in and who executed the within instrument and acknowledged to me that helshe executed the same freely and voluntarily. IN TESTIMONY WHEREOF, I bave bereunto set my hand and affixed my official seal the day and year last above written. OFFICIAL SEAL I) AMY LSOWA , ; NOTARY PUBLIC. OREGON ",. /'. COMMISSION NO. 397942 MY COMMISSION EXPIRES NOV. 22, 2009 IGNED;NOtaryPu~~ ~ My commission expires: I h~) ,~ Cj Springfield Utility Board accepts is conveyance of real property or easement / Approved by: \.. Tamara Johnson Engineering Manag Springfield Utility Board cm OF SPRlNGFlEW JUSTICE CENTER OVERHEAD EASEMENT Page 2 of2 07/01/08 r', ._, __'h,..._ - ;~'~:~~-"'" '_. '. ... :;-:'.",~-~.=,'"'::U - ~ ~~"'='_'''' ~ \..-=-"", '-1 -~ ~:-:\ .~c ~;~~:~ o,T~~~r;l cy J O:GR;:=: 0flsIA81 SUbmlttald I ,1 ~ << . . EXHIBIT A LEGAL DESCRIPTION A parcel of land lying in the Northeast one-quarter of the Southwest one-quarter (NE \I, SW \1,) of Section 35, Township 17 South, Range 3 West of the Willamette Meridian, Lane County, Oregon, and being a portion of Block 28 of the Map of Springfield, as filed and recorded in Book I, Page I, Plat Records of Lane County, Oregon; as shown on EXIDBIT B and more accurately descnDed as follows: The North 10 feet of Lot 5, Lot 6, Lot 7, and Lot 8, Block 28 of said MaP of Springfield. See also Exhibit 'B' attached hereto and incorporated herein for reference. The parcel ofland to which this description applies contains 2,640 sq. ft., more or less. The bearings used herein. are baSed on the Map of Springfield, as filed and recorded in Book I, Page I, Plat Records of Lane County, Oregon. ,_.~-,..t. Date ReQ@/ved: AUG , 3 2008 . J' ~ Submittal tJ;t! ""'''"";-' "0 Q) > Q) o 0> tt:: ~ III :l C) -.OJ ~ ij~;':--: 00 r-:::t (,".:> , , ~ 'E .0 ::I c" (ij <: u:: . . , EXHIBIT IBI 0 S\-.-V ~t>,\ \)\ {\ \"00 ..... \:;9- '" G3 LlJT 4 LOT 3 SLOT 2 LOT 1 b ~ 6- 6f;' 66' 8 66' :r: I- ~ '" -t:: 0 u:: z ~ ~ t 'WEST 264' ~ 10.00' :S QJ c:: .... THE NORTH 10 .c b b FEET OF LOTS ti:: LIlT 5 cu LOT 6 N LOT 7 b LOT B ~ ~ N 5, 6, ?; AND 8, ~ BLOCK 28, MAP OF SPRINGf7ELD 66' 66' 66' 66' B street (Vacated) Reception No. 2007-065120 56' 66' 66' 66' 1 SCALE: b b In =.60' N LOT 4 LOT 3 LOT 2 LOT 1 ~ ~ LOT 5 LOT 6 LOT 7 LOT B J".6(1 BCId..E: CATPAGfSIZEr 112% 1 """"" WlfBY: CJM 11f: . C1JIIl ~' .: BY: QJU) """""'" ENCINEERINC . .s:;o~_ ...,~ PROPOSED Justice Center SUB SIlIlIlT' OVerhead Power Easement EXHIBIT B .;.. ~,~ j . . Please Return To: . SPRINGFIELD UTIUTY BOARD 1001 MAIN ST. SPRlNGFIEW, OR 97477 I Division of Chief Depuly Clerk Lane Counly Deeds and Re~ords RPR-ESMT Cnl=1 Sln=6 CRSHIER 02 $20.00 $10.00 $11.00 SPRINGFIELD UrrLITY BOAlUJ I RIGHT-OF-WAY UNDERGROUND EASEMENT KNOW ALL MEN BY TIIESB PRESENTS, that the undersigxied, CITY. OF SPRINGFIELD, fOr a good and valuable consideration, of the payment of the sum of -J; 0 . the receipt whereof is bereby acknowledged, does hereby grant unto the City of Springfield, a municipal corporation, acting by and through its SPRINGFIELD UTILITY BOARD, and unto its successors and assigns, the right to enter upon the lands of the undersigned situated in the City of Springfield, State of Oregon, and more particularly described as follows: SEE ATTACHED EXBIBITS A & B This property is also known as portions of Tax Lots 13900, 14000, 14100, and 14300 ofTax Map 17-03- 35-24 and also portions of Tax Lots 1500 and 1800 ofTax Map 17-03-35-31. A IS' wide underground electric easement to place, construct, operate, repair, maintain, relocate, and replace therein an electric distribl!lion and/or telecommunication lines, including poles, guy wires, vaults, transformers, and other necessary facilities, to remove and replace fences and lawns to the extent necessary to conStruct, maintain, and protect said lines, to cut and trim trees and shrubbery, and to trim and remove all dead, wealc, leaning, or dangerous branches or entire trees that are high enough to strike wires. No part of any building or permanent structure will be placed upon this easement, other than asphalt pavement, curbs, sidewalks, and driveway aprons. CITY OF SPRINGFIEW JUS11CE CENTER UNDERGROUND EASEMENT Page I of2 07/01/08 Date Received: AUG 1} 21108 /J;;Lc. Final Submittal ~ t'~", : ';1' .;.\ ',I '"i . . The undersigned. covenants that they are the owners of the above-described property' and that such """"", "" OM ,..., _.....= oM "= .,"'_.......... ~. Jeff Towery . ~ Name (Print) '. . SI e Acting City Manager (AIC) Title 7/9/2008 Date STATEOFOREGON ) ) ss, , County of Lane ) BE IT REMEMBERED, That on this 9th day of Julv . 200S, before me, the , undersigned, a Not8ry Public in and for said County and Slate, personally appeared me within named Jeff Towerv , City Manager (AIC) of the CITY OF SPRINGFIELD known to me to be the identical individual described in and wbo executed the within instroment and acknowledged to me that be/she executed the same freely and voluntarily. IN TESTIMONY WHEREOF, I have bereunto set my band and affixed my 'official seal the day and year last above written. . OFFICIAL SEAL AMY LSOWA . ! NOTARY PUBLIC. OREGON \../ COMMISSION NO. 397942 MY COMMISSION EXPIRES NOV. 22. 2009 SIGNED: ~ c;( <hnu /A.....- Notary Public ~ Oregon. My commission expires: II-cr,)- ~OO 'I Springfield Utility Board accepts this COIlveyance ofrea! property or easemenL Approved by: "- Tamara Johnson Engineering Mana Springfield Utjlity Board CITY OF SPRINGFIELD JUSl1CE CENTER UNDEilGROUND EASEMENT Page2of2' . 07/01/08 " '....:. ,. AJ!',;U~_!LL\i "'-1.18 ~O 3:)[:1:10 -~tjP;IL-.:o;.L\:fG -'::',.)f;::,:' t--' \' <r>""',\ " \ ~':'_<:'':'': ':-_'~ t.;,'d , : ,.' Date Received: AUG 13 2008 Final Submittal Ilrl'- . . EXHIBIT A LEGAL DESCRIPTION A 15.00 foot wide strip ofland lying in the Northeast one-quarter of the Southwest one- quarter (NE V< SW V<) of Section 35, Township 17 South, Range 3 West of the Willamette Meridian, Lane County, Oregon, and being a portion of Block 28 of the Map of Springfield, as filed and recorded in Book 1, Page 1, Plat Records of Lane County, Oregon, and also being a portion of vacated B Street, as filed in Recorders Reception Number 2007-065120, Lane'County Oregon Deed Records; as shown on EXHIBIT B and the centerline of which is more accurately descnl>ed as follows: Commencing at the Northeast corner of Lot 1 of Block. 1 of said Map of Springfield, said point also being the Southeast comer of said vacated B Street and also being a point on the West Right-Of-Way of 4th Street; thence Westerly 7.50 feet on the North line of said Lot 1, said point also being on the South line of said vacated B Street to the Point of Centerline Beginning; thence Northerly 178.50 feet, more or less, to a point.that is 7.50 feet South of the North line of Lot 8 of Block 28 of said Map of Springfield, said point also being 7.50 feet West of the East line of said Lot 8; thence Westerly 249.00 feet, more or less, to a point which"is 7.50 feet South of the North line of Lot 5 of said Block 28, said point also being 7.50 feet East of the West line of said Lot 5; thence Southerly 178.50 feet, more or less, to a point On the North line of Lot 4 of Block 1 of said Map of Springfield, said point also being on the South line of said vacated B Street, and the Point of Centerline Termination. See also Exhibit 'B' attached hereto and incorporated herein for reference. The parcel ofIand to which this deScription applies contains 9,090 sq. fl, more or less. The bearings used herein are based on the Map of Springfield, as filed and recorded in Book 1, Page I, Plat R..ecords of Lane County, Oregon. Date Received: AUG 1,3 2008 4JL Final Submittal .' 1--6D' SC4U!: (ATPA.GBm:e. I/lX II) DAm ...... nuWNDY: CJM DBSII3HBD.BY: c:JM ClIBCDDB'Y: CUtD ...." """""" 15.00' 7.50' . . EXHIBIT IBI ~ \>< "? ..... OJ GJ ~ ll: ~ ti: 'Q, <b c:: .0 ti:: 0~ LOT 4 66' LOT 3 66' LOT 1 66' o '" o cu ~ o cu ~ 'LOT 5 LOT 6 LOT 7 .. B Street (Vacated) Reception No. 2007-065120 7.50" o '" 66' 66' 66' 66' 66' 66' LOT 4 PO/NT OF CENTFRUNE o TERMlNATlON LOT 3 N ~ 66' 66' LOT 1 PO/NT OF CENTFRUNE LOT ' 2 BEGINNING' , ,I 1 I LOT 8 LOT 7 LOT 5 LOT 6 ENCINEERINC ~L~ PROPOSED Justice Center SUB Underground Power Easement :,;;;r t f5 "'~'''''''d' p.!"'\e..;::..;. . AUG U ZOOS Final submittal il t:- ..... <b 'iI> .s V) :S "I- SCALE: I" = 60' ~ Comer of fil Lot 1, - Block 1,' Mop of Springfield SllIl8r . EXHIBIT B . . . '_ I -:r -'-<o.,\;;r J.. \"J ~\7 _L",\,J . '\J-~ .A P ,.r L~:; ,--J.~~ ,,-(. '\ ---ll : 1~'~.--::1~'~ '~.J~~::'.''; ~~ :: ~:~> I'Ji;...l~~ ~.A'~~~AIJ '.L ~V'051~ ~ /'0 '. "'.. jo.. '0):: ~ 'O~ 0' '0. 1(:1 .,-v " .., it " tv:5 j I)O'~ 'o;-;)i . " ~ '~.f l) . ( tT 1\. .}--.", I. . '\ l \.. "','" J, . r-...< i'\. ~ j ~ 'r- ~~ 0.. ~ U '-5"-,' '0.1\ 0.5 0.' 'y O. 0.1 1.. '-, ,,' .,' O.'~. HJ. i:.,l' / _ 'I ... ............ ... 1.2'0 ., '06' . ~ -r Ilf ('( If- \ 'u 'La "~ .;\, ',.,'1.5 . '".. f -0,' o. ~ 0.1 ~ ~ '0.5 '.5 ~., .~. '?' 'd ~ .~ 5 '\~~""; .,~." ~ ~ ',"ID>,,~ . 'i~ t '" " 1"']"1 '., ~ ~ .... .~IT ., '08~ \ ~~0 ~ ~J iR " ('0 . >. .l.~ j.- . . . --J\ ill \ '"' 0"'-: .. . I ~If~ ;:5.--~,\ ,\ . ;': "h~~ ,:~\ . )~.:; ,~: ) ..: L' ~ ;j: ~~5 '7~1. . .0.>-....0.' .1/. 'iL,:'" \;1hf7 7.. . ~ .~ ~j rt'.. ~'&~o.\) Zc----'/' u Z> ~ -' N1Ir../7I '" " .;' 1 '" . y~ 1,(. 1.. -'0.. '",,'-' . .. 911 " '\ " ____ ~ /{ ~I (f-\ l'~rx ~ 0' . ~ .;1 ~ ' ,.~ U '-'.. V 1/\ ',I . .1 F ,~ ~ i . <- "\ '0-:7 'o~~ 0 0 3 .f. 4. ~ '\,.- 'f\... X\>c=: ---- "II ~-~ '0 '.., y. ',f /:1 V " ,_\:., ',,~ " ~ 7 10 . ., . ,\'0.1 ~ /. .... ~ "" . "<h' /"~' I ./ ~ Jill '" J. ::----- v/ 'VIS . -/l-r\\' '~"'H'; / 2.0 '-I~~/'~<; . Nf--~'.' U 0.. V{/+r-- ~ teE '1 ~\~..'~.~' .,.:'" ..:. :10::: :~. . ~X~ :~.'~'O~~.' .'0'~.0 .1 (l)cZ I '-~' ,." ., U '.5 '.1 '.5 '<..,. .",.5 ',. ~ ~P.:......y u ,-". I' .1 I . . ....;:-:., ,~k. \ ~ v. . " ^ ~l . / / -,-i I/. 'i ~~~.. "', ..~' .~ j~~^" J ~ ~ ';':dj ~ ~ > ::~<' ~ f"-.. .. ~~ . . I.. l,'0 v ~3 ~ ~j '0.,.J-\;j Y ;/ gi! 11-Zi I Ii Z' D '" U111 h I r< '/ K 1'1 I '.1 ~/;~~~~v:~:'Qk;j(~ ~~B~~' ~.:;: ,) ". t i=t Li, QD~ n T/ n ~ I I ~ m ~ LJ n ~ ' ~IIK ~, '<' ~ '- -- Luminaire Location Summary LumNbLabel X Y Z 1 Y 2409 2323 16 2 Y 2660 2310 16 3 Y2 2478.375 2335.069 16 4 Y2 2478,375 2249.069 16 5 Y1 2428 2222 12 6 Y1 2651 2224 12 7 Y1 2594 2377 12 8 Z . 2546.021 2257.707 12 9 Z 2594.089 2257.707 12 10 Z 2546.208 2223.513 12 11 Z 2593.717 2223.513 12 12 Z 2546.021 2294.491 12 13 Z 2594.089 2292.024 12 14 Z 2580.938 2308.641 12 15 Z 2553.813 2308_641 12 16 ZF 2549.518 2197.173 12 17 ZF 2580.0n 2197.031 12 ~~ 18 ZF 2430.152 2197.315 12 PRr RER"", AROUNl 19 ZF 2460 2197.315 12 BY 'St 20 ZF 2489.991 2197.315 12 21 ZF 2520_096 2197.315 12 22 ZF 2649.083 2197.042 12 23 ZF 2624.895 2197.042 12 SPRINGFIELD JUSTICE CENTER EXTERIOR LIGHTING PHOTOMETRIC CALCULATION Scale: 1 inch= 30 Ft. Calculation Summary Label CaleType Units Avg Max Min CalePts Illuminance Fe 1.62 7_0 0.0 , ParKing Only Illuminance Fe 1.78 7.0 0.2 Luminaire Schedule . Symbol Qty Label Arrangement Lumer LLF Description EJ 2 Y SINGLE 13300 0.720 LITH AS1 150M SR3 HS - FULL CUTOFF El 3 Y1 SINGLE 13300 0.720 L1THONIA AS1 150M SR3 HS-FULL CUTOF c:EI 2 Y2 BACK-BACK 13300 0.720 L1THONIA AS 1 150M SR3 HS-FULL CUTOF [} 8 Z SINGLE 8500 0.720 LITH ASW1100M SR4SC - FULL CUTOFF [} 8 ZF SINGLE 3200 0.850 ASW1 42TRT SR4SC - FULL CUTOFF . Orient Tilt 0 0 180 0 90 0 90 0 45 0 135 0 270 0 180 0 0 0 180 0 0 0 180 0 0 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 11 eceived: I 1 UG 1,3 2008 , A , 1 Final t;u miltal aZ - AvglMin MaxiMin NA NA 8.90 35.00 FA Mechanical. Electrical. Civil . Surwying BALZHISER &. HUBBARD . 100 West 13dlAvenue. Eugene, oregon 97401 . .'. (541) 686-3478 (phone)' (541) 345-53D3 (fax) ENGINEERSwwW_bhengirieers.cai> . . Submitting Agency: Descrlptlon: AS1150M SR3 TB RPA DBl Harry L Stearns, Inc. 503-262-2640 Project: Notes: Springfield Justice Center LAMP INCLUDED '~LLrHDN/ALLGHT/NG' - FEATURES & SPECIFICATIONS INTENDED USE - Streets. walkways, parking lots and surrounding areas. CONSTRUCTION - Rugged, die.cast, single-piece aluminum housing with nominal wall thickness of 1/8". Die-cast door frame has impact-resista"t, tempered, glass lens (3/W thickl. Door frame is fully gasketed with one- piece tubular silicone and has tool-Jess entry and resealing. US. PBtenl No. D447.59D. Canada Paten! No, 94324. ANISH - Standard finish is dart bronze {OOBl polyester powder finish, with other architeetural colors available. OPTICAL SYSTEM - Anodized segmented reflectors for superior uniformity and control. Retlectors attach with tool-less fasteners and arerotatabl eand interchangeable. Four cutoff distributions available: Type II (roadway!, Type ItIlasymmetricl, Type IV (fllrw,ard throwl and Type V (symmetric squarel. ELECTRICAL SYSTEM - lS0W and below utilizes a high reactance, high power factor ballast 175W utilizes a constant-wattage autotransformer bal. last Ballasts are mounted on a removable power tray with tool-less latch and have positive locking disconnect plugs. Ballasts are copper-wound and 100% factory-tested. Optional SuperCWA Pulse Start ballast (available with ISOWonlyl. Porcelain, medium-base sock.etwith copper alloy,nickel-plated screw shell and cerrtercortlact ULlisted. INSTAUATION - Integral arm for pole or wall mounting. Optional mountings available. USTlNG - Ullisted (standard) Ullisted suitable for wet locations (damp location listed in lens-up orientation). Type: y Catalog Numher Notes Sec.vr.:! rAAKi~6,.Aii.l . Type Architectural Area & Roadway Lighting ~~ AS1 fIERI5'" '. METAL HAUOE 50W, 70W, 100W, 150W, 175W 10' to 20' Mounting Specifications EPA:0.7 ft2 length:21.S!54.5eml Width: Il'5(31.7 em) Depth: 6.3 lIS.9 em} Weight 22 Ibs(1D kg) ILnr~ I L I All dimensions are inches (centimeters) unless otherwise specified. ORDERING INFORMATION Chaase lt1e boldface catalGQ Ilamenclature thaI bestsuiU.ywr needs and write it an lt1e appropriate line. Order accessories as separate catalog number. i' Series I VOI:alle I 120 208' "., m 341 "'" TB' Maualing SPA Square pole mouminglstdl RPA Round pole mounting WBA Wall bracket lup or down)4 ASKMA1 Mast arm adapterS OSAS1'Decoritive straight arm, squarepoleonly5 OCAS1 Decorative curved arm, squarepoleonlyS ~ --:JfJIif'1"' AS1SOMl AS17OM' AS11110M AS1150M AS1175M Distribution SR2 Segmented Type 11 roadway SR3 Segmented Type III asymmetric SR4SC Segmented Type IV forward throw. sharp cutoff SRSS Segmented Type V square Note:Aeris~hasauniquedrilling template that l'eql.lires an Aeris dril!ingpllttemtobespecified whenorden'ngpo/es.SeeexsmpJe "'low, Example: SSA204CDM19ASOOB Aeri!i 0"111"0 Patt~m DM19AS 1 at 90 degrees DM28AS 2 at 180 degrees [WI29AS 2 at 90 degrees DM39AS 3at90degrees DM49AS 4 at 90 degrees DM32AS 3at 120degreestround poles only) NOTES: I Notlvailablewith48OV. 2 COlIsultfactaryfor,vaiJabilityinCanade. 3 Op!iallalmulti-tiIpballast(1ZO,20B.240.277V)(tZO.271,347VinCanada]. 4 Mourrted in lens-up arlentatian, fixture is damp location listed. S'Shippedseparalely. 6 SF,DF,ornRSop!iallScannotbeorderedtogethef. 7 Maybe ordered as an accessory. 8 Additional architecllJral calors availahle: see VMW.lithania,cam lor more information. Example: ASl 175M SR4SC 120 SPA SF DNA lPI II Dptions Shipped Installed SF Single fuse (120, 2n. 347, nla TBI6 OF Double fuse (20B, 240, 480V, nla T6)6 PER NEMA twist-lock receptacle only lnophotocontrol) CR Enhanced errosion resistance nRS Quartz reStrike system (lOOW maximum, lamp not included)6 AS Houseside shield lSR2., SRJI EC tmergency circuit TP Tamper proof SCWA Super CWA Pulse Start ballast lavailablewith15O\oVonlyl LPllamp included as standard LJlPLess lamp Shipped Separatelj? PEl NEMA twist.lock. PE 1120, 20B,-240VI PE3 NEMA twist-lock. PE 1347V) PE4 NEMA twist.lock. PE 1480VI PE7 NEMA twist-lock. PE !277V) AS1VG Vandal guard SC Shorting Cap for PER option Architectural Colors' Standard Colon; DDB Dark bronze (standard) DWH White D8l Black Textured Colors DSPD Dark gray DSPJ ligln gray DBlS Black OWHG White DBNH Dark bronze DSPE Green DSPG Dark. red OSPH Red DSPF Rust Date Received: AUG 1.3 2008 d~ Final Submittal AccessDries: Tenon Mounting Slipfitter Order as separate catalog number. Mustbeused with round pole mounting (RPA). Numberoffixtures Tenon 0.0. . One Two@180. Two@90. Three@120"Three@90" Four@90. . 2-318' AST20-l9D AST20-280 n/a AST20.320 nla nla 2-7fB' AST25-190 AST2S-280 AST25-290 ASTZS-320 AST25-390 AST2S-490 4" AST3S-190 AST35-280 AST35.29D Am5-32D AST35.390 AST35-490 Outdoor Al-l00 Sheet II: AS1-M . , ~ ~ ,. B ~ ("t') CIl - :t (,!) ~ ~ to 0 Submitting A.gency: Description: AS1150M SR3 TB RPA DBL LPI y Harry L Stearns, Inc. . 503-262-2640 Project: Noles: Springfield Justice Center LAMP INCLUDED AS1 Metal Halide Area Lighting Coefficient of Utilization Initial Footcandles AS1175M SR2 Test No. LTll00B6 coeFFICIENT OF unUlATION .0' .1 .2.3 .5 .62 AS1175M SR3 TestNo.lTL100B7 COEfRClmT OF UllUZATION .1 .2 .3 .. .5 .li2 1 !r , !r ~ ~ " " ~ ~ ~ 0 ~ ~ ~ 2. ~ ,. ~ , ~ , ~ I. 0 0 " " D. ~ ,. ~ 0 0 25 , I" D. , I" z 25 '" D.' ~ ~ , ~ D.1 , ~ ~ ~ u u . ~ , ~ ~ " " o 1 2 S'. 5 S 17SWMetatHaldelamp.12800rale<l llJl'rellS.Footcandlevaluesbasedon20' .mountlngheight,Dlstrlbutic,nSR2,cutofI. D 1 2' 5 S 17SW Metal Hande lamP. 12800 r.tted IUrnef1S. FootcandJe vafues based on 20' mounUn~helgIrt,D1str1blrtlonSR3,cutoff. AS1175M SR4SC TestNo.lTL100aa COEJfICIENTOF UTlUZAJJDN .2 .3 .4 .5 AS1175M SR5S Test No. LTll00a9 COEfFICIENT Of UTIUZAllON 2 .3 .4 .S .62 1 ~ ~ " ~ , ., ~ , 5 " ~ , 0 ~ ~ ~ , ~ 4 ~ ,. o ,. ,. 1 !r ~ " ~ o ~ ~ ~ 1 5 " ~ o , ~ ~ !!i D. .2S ., , ~ ~ u , ~ " o 1 2 3 " 5 6 175W Metal HaUde lamp, 12800 riled lumens. Footcandle vaiues based on 20' moontlng helotJt, OIsbibuliDn SR4SC, culDff. o 1 2 3 4 5 fI 17SWMetal Halde lamP. 12800_ lumens. Foatcandle values based on 20' moontinghelght,DlstrlbutlonSR5S,clItotl. ~ NOTeS: 1 Photometric data for olherdistriblllians un be at:cessed lTom the Lithania lighting web sit! (www.lithonia.com). Faalecll'it:alctJaracteristi~consutttechniul dataUb. Tested to current IESNAand NEMAstandards under stabilized labcraUlryccnditions.Varicus opmtingfBClDfs can cause differences between labcfltcryand actual field measurements. OimensiDflS and specificatioos are bued on the mast Gurrent data and are subjectta change. ro :::: 'E .0 ::s en ro ~,~ LITHONIA LIGHTING. - An<Jfi\clJityBrands CoIrfJai7f Type: Mounting Height Correction flIetor (Multiply the ft: level by the correction factor) 10ft.. .( 15ft. _ 1.78 30ft. _ 0.44 EdstingMourrtingH.gtJr::: ConectIonfaetor .-w Mounting Htlgfrtz Sheet #: AS1-M \Cl2002AClJityligtrtingGroup,lnc.,Rev.ll&D4 UtboniaUghting Aeuity Ugbting '",up, Inc. DutdoorUghting One Lnhonia Way, Conyers, GA3001Z Phone:77D-922-9000Fax:nD.918.1209 In Canada: 160 avenue labrosse,Poim.Cleire, P.Q.,H9R lAl WM'V.flthonia.com Submitting Agency: Description: RSS 16 4B DM19AS DBL Be Harry L Stearns, Inc. 503-262-2640 Project: Noles: Springfield Justice Center ROUN D STEEL POLE Type: -"'-LITH/I1NIALIGH13NS -0. FEATURES & SPECIFICATIONS CONSTRUCTION Weldable-grade A500 or A513 carbon steel tubing with a minimum yield of 46,000 or 42,000 IlsL Uniform wall thickness of.120'. Shaft is one-piece construction with a fulllongittJdinal weld. The round straight tube is uni- form in cross-section down the length of the shaft Anchor base is fabricated from carbon steer plate (ASTM A-361, 314" thickness. Base plate and shaft are circumferemiaffy welded at both the top and the bonom to provide maximum strength at the area of criti- calstress. Nominal 3' x 5' handhole is located 18' above the base. Cover and at- tachment hardware provided. Top cap provided with all drill-moum poles. Fa~eners are high-mengthgalvanized zinc-plated or stainless steel. Base cover is finished to match pole. 'FINISH -Dan. bron2e IODBI polyester powder standard. Other architec- turalcoJorsavailahle_ GROUNDING- A nut holder located immediately inside the hand hole is provided with a 112"-13 UNC ground holt and nut ANCHOR BOLTS - Top protion of anchor batt is galvanized per ASTM A- lS3.Made of steel rod having a minimum yield strength of 55,000 psi. Catalo!l Number Notes. ...... rype Anchor Base Poles RSS ROUNO STRAIGHT STEEL Date Received: Final Submittal AUG 13 2008 ;;11 ORDERING INFORMATION Choosa the boldfac:e WllaJog nomenclature lhal best Sl.Iits your needs and write it in the appropriate blank. RSS I gh.ftl type I RSS Ex.mple: RSS .2ll 4.58 DMI9 DD8 Nominal shaft length B -301eet ISeeback page.l Nominal shaft base siUJI I wall thickness (See baok page.l HANDHOLE ORIENTATION c D B OMt! OM2B DM28PL A NOTES: , When ordering teoOl1 mounting and drill mounting for the same pole, follow this !!!xample: DM2SIT2D. The combination requires en extra handhole. 23.1.!2'and4'tenonsavailableonS'shaftsonly. J The drilling template to be l1Sed for a particular luminaire depends on the lumin..ire that is used Refer to the Technical Data Section of the Outdoor Binder for Drilling Templates. Specify JI;ICBtion and Dfienlationwnen ordering option. For 1st "x": Specify the height in feet above base of pole. Example: 5ft.. 5 aod 2()h .. 20 For 2nd 'x': Specify'orient8tion from handhole lA.B,C,Ol Refer to the Handhole Orientation diagr~m' on this page. Horizontal arm is ur :t 2-318" 0.0. tenon mnderd. Combination of tffnon top end drill mount requires a" extra handhole. Additional colors available; see Architectural Colors brochure.form no. 794.3. DM19AS DMZBAS DMZ9AS DMJZAS OM39AS DM49AS II Mounting 1 Tenon Mounting Open top 2-318'0.0. {t NPSI 2-718'0.D.(2.1fl'NPSI 3-112' 0.0. (3' NPSj 4'0.0. (J-ln.'NPS) DriIJMountin~ 18t900 2atl800 2atlllO"withoneside plugged 2I3t90. 3atl2D" 3 <lt90" 4at90. AerisDrill Mountin~ lat9D. PT TZD T2S lJD' m' DM2! DM32 OM39 OM49 .l2tPn' 34CPu' lCPn' UNI'D' ~NP:a' INPn' ..n" Shippedlnstatled liAS lessAnchorBolts VO Vibration Damper TP Tamper Proof HnU HOrUontalArm ar/lcketllflXture} FDL.xx4 FestoonOutletless electrical FGld Festoon GR Outlet I~elllctrical 1l2"Couplioll 314' Coupling l'Coupfrnll tl2"ThreadedNipple 3WThl1ladedNipple rTl\readedNipple ExtraHandllole I 2at1llO" 2at90. 3arl20. 3at30. ~at90. Options AIl.hilet:1UraIColol1 (powderfinisl\F StandanlColol1 DDS Dartbronze OWH White DBl Slack Classic Colors DMB Mediumbronze DNA Natural aluminum OSS'Sandstone DGe Charcoalgray DTG Tennisllreen DSR Bri!lhtred DSB St:eelblue GA.lV Galvanized finish IMPORTANT INSTAllAnON NOTES: o 00 ftOlerect poles wilhoutlIavinllfi:tIufesinstaned. o Factory-suppliedremplates must be used'rVhensetting ancl\or bolts. Utlmnia will not8ctept claim for incorrect anchorage plBcement due to fai1ure to use factory mmplate. . ffpCIU are stcred outside, all protective wrapping must be remowll immediately to prevent finish damage. -l.itt1oniaisnotrespon!ibleforthefollndationdesign. -lnmllationnquirlsgrouttDIlI1l8ck.dulllletbauto ensure f~1I contact witll foundation. Outdoor PL . 300 Sheet#: Pole-RSS. 'T-."-'. .. "'0 Q) ::- .~ Q) 0::: ~ ('0 c Submlttiog Agency: Description: RSS 16 4B DM19AS DBL Be Harry L Stearns, Inc. 503-262-2640 PrDject: Notes: Springfield Justice Center ROUND STEEL POLE RSS Round Straight Steel Poles _n_ ~ - ---,. - --.. ..... .,._. ."'TECHNlc,ii.L iNFORMATION ~. . EPA(ft1lwithl.3g1.1st Nominal Wall Approximate Catalog shaft Pole Shaft Thickness 80 Ma< 00 M,. 100 M,. Bolt Circle Bolt Size ship weight Number lenqthffeet) Size{inxinxftl (inchesl moh, weiQht mph weiQht mph weiaht (inches) lin.xin.xin.} (Doundsl RSS 8 4-5B 8 4~5 x 8.0 0.120 24.5 615 \9.5 490 \5Z 395 8 3/4"8xJ !D RSS 10 3B 10 3~0, 10.0 0.120 10 250 7.7 100 6.0 175 8 3/4x18x3 !D RSS 104B 10 4.0,10.0 0.120 19.1 480 15.0 375 12.2 305 8 314xlBx3 70 RSS 10 4-5B 10 4~5, 10.0 O~ 120 24.5 615 19.5 490 15.8 3'J5 8 3/4x1Bx3 75 RSS 12 3B 12 3.0,12.0 O~ 120 7.7 195 5.8 145 4.4 130 8 314,18,3 60 RSS 12 4B 12 4.0x 12.0 0.120 15.0 J90 118 300 9.5 240 8 314,18,3 80 RSS 12.4-5B 12 4.5x 12.0 o~ 120 19.8 495 15.7 395 12.7 320 8 3/4,18,3 B5 RSS 14 3B '14 3.0 x 14.0 0.120 6.0 "175 .4.4 130 33 00 8 3/4,18,3 70 RSS 14 4B 14 4.0 x 14.0 0.120 121 305 54 250 7.6 195 8 314,18,3 00 RSSI44-5B 14 4.5 x 14.0 . 0.120 16.2 405 12.8 320 103 260 8 314xlBx3 95 RSS 15 4-5B 15 4.5 x 15.0 0.120 13.1 330 10.2 265 8.2 205 8 314,'Bx3 96 RSS 163B 16 3.0 x 16.0 0.120 4.6 125 3~2 100 2.3 60 8 3/4x18x3 80 RSS164B 16 4.0x 16.0 0.120 9.6 250 7.4 195 5.9 150 8 3/4x18x3 100 RSS 16 4-5B 16 4.5x 16.0 0.120 13~ 1 330 10.2 265 8.2 205 8 3/4"8,J 105 RSS 183B 18 3.0x 18.0 0~120 3~4 90 23 60 14 70 8 3/4,18,3 00 RSS 18 4B 18 4.0x 18.0 0.120 7.6 190 5.7 180 4.5 130 8 3/4"8,J 110 RSS 18 4-5B 18 4~5 x 18.0 0.120 10.5 265 8.2 210 6.5 165 8 3/4x18x3 115 RSS 20 3B 20 3.0 x 20D 0.120 2.4 100 14 75 - "~ 8 3/4x18x3 100 RSS 20 4B 20 4.0 x 20.0 0.120 6.0 150 4.45 150 3~45 125 8 3/4,18x3 120 RSS 20 4-5B 20 4.5 x 20.0 0.120 8.5 215 6.6 165 5.2 130 8 3/4"8x3 130 RSS 20 5B 2tJ 5.0 x 20.0 0.120 11.75 300 9.1 230 7.25 180 8 3/4,'Bx3 145 RSS 22 4-5B 12 4.5 x 22.0 0.120 4~8 130 3.6 90 2.7 90 8 314'IBx3 134 RSS 25 4B 25 4.0 x 25.0 0.120 2.85 100 195 75 135 75 8 3/4,'Bx3 145 RSS IS 4-5B 25 4.0 x 25.0 0.120 U 130 3.B 90 2.7 !l1 8 314 x lBx3 145 RSS 25 5B 25 5.0 x 25.0 0.120 7.25 180 5~5 150 4.25 150 8 3/4' lBx3 180 RSS JO 4-5B 30 4.5 x 30.0 0.120 23 80 1.5 75 1.0 60 8 314 x 18x3 185 RSS 30 5B 30 5.0 x 30.0 0.120 41 150 3 125 2.25. 100 8 314 x 18x3 210 A Shaft 80h Bolt 8ase Anchor Warehouse Templale 8ase Cir~le Projection Square Boll Anchor Boll Number Size A 8 C Description Description 3' 8' 3-1/4'-3-1/2' lr A8RSS.4 AB18-0 PJ50041 4-112' 8' J-l/4'-3-1/2' 8' A8RSS-4 A818-11 PJ50041 4' 8' 3-1/4'-3-112' 8' A8RSS-4 A818-11 PJ50041 5' 8' J~1I4'-J~II2' 8' ABRSS-4 A818-11 PJ50041 ill BASE DETAIL~. ... G,,,"di,. N'" . Helder Handhcle CDYef o 0 ":'io~. 18' ~MI=c~1 00 e') ,~' :i B U splcifications .r,intended ItJrgeneral purposu only. lithonie rlSBrvU 1111 righlto ch. e materiel or design, wit!lout prior oatica, in a cantinuinll dfor1 tZI upgrade jtJ; products. 'On 'J LITHDNIA LIGHTING ~;) An~ityB!QndsCompany (f) S~t #: Pole-RSS 01998 Lithonia lighting, Rev. &'02 Pole-RSS.P65 !.: \:::. Lithonia Lighting . AtuityUgbtingGroUI',Inc.. - OIltdo'IIl~uVbung OM LithoniaWly,Corryers,GA.lXlIZ.3957 Phone:17D-922-9ClllFax:170.91B.1209 InCanada:l100SOthAve.,lachine,QuebecHBTZV3 www.lithonia.l:Dm ~;:.::~ q Type: Submitting Agency: Deseriptlon: ASW1 42TRT SR3 MVOL T L DBL Type: Harry L Stearns, Inc. 503,262-2640 Project: Hotel>: Springfield Justice Center LAMP INCLUDED } / ____(~ ~/THDN/A~n;HT/NB-' - FEATURES & SPECIFICATIONS INTENDED USE- For building and wall-mounted applications. CONSTRUCTION - Rugged, die-cast, single piece aluminum housing. Die- cast dcorframe has impact-resistarrt. tempered, glass lens. Ooorframe is fuJJysealedwitha closedcellsilicone!lBskel FINISH - Standard finish is textured dark bronze (DDBTI polyester powder finish,withother architectural colors Bvailable. OPTICAL SYSTEM - High performance segmented reflectors provide superior ,uniformity and control. Specialty anodized aluminum spot and grazer optics are also available. Reflectors are interchangeable and have field degree aiming capability up to 10" withottt tools. Reflectors allow tor lool-1ess access to electrical components. All optics Illeet IESNA full clStoff criteria in lens down orientation. ELECTRICAl SYSTEM - HID 7OW-ISOW utilizes a high reactance, high power factor ballast 175W. utilizes a constam-wattage autotransformer ballast Compact fluorescent utilizes an.electronic high frequency ballast o.uick disconnect plugs easily disconnect reflector from ballast and fixture from supply wires. Ballasts are precision wound and 100% factory tested. For HID porcelain, medium-base socket with copper alloy, nickel-plated screw shell and center cOntatt Compact f1uorescelTt is four-pin positive latching thermoplastic. Ullisted. INSTAllATION - Universal mounting plate with integral mounting bolts Supports the fixture for easy one person installatioll. LISTING - Ul fisted suitable for wet locations in up or down orientation. U.L listed to U.S. and Canadian safety standards. NOM Certified (see Options}. 1P65 raled. U.S. Patent No. 0500,.569. Canadian Patem No. 107561. Catalog Nllmber .Notes. SfECJJ!u; P,otICI<IJJC., """"-1.- . Type Architectural Building-Mounted lighting ASW1 METAL HAUOE HIGH PRESSURE SODIUM flUORESCENT lens-down orientation flER15n, c=J I~ Standard dimensions .ASWl length: 15<<(38.10) Depth: 13-3WI34.93} OveraU Height:9-1W 125.5{]! Max.Weight:35Ibs115.90kgJ -,- All dimensions are inches lcentimeterslllnless atherwisespecified. ORDERING INFORMATION Example: ASWl175M SR2120 Sf lPI NOTES: 1 AvailablewimSR30nly 2DCl2,DC2012andGZmmotbeorderadtogemer. 3 EC,'aRS,ORSTO,DC12,DC2D12orSP optic cannot be ordered together. 4 Not available witIt HPS. 5 NoI available with compactnllorescenl 6 COllSlllt factory for nailability in Canada 7 Oplional mlllti-tap ballast (120, we, 240, mYl; 1120, m, 347V in Canada; sltips as 12Qf347 in tanada). B DptionaIS-tapballastft2D,2Il8,24O,m,4BOV;notaveilablein Cllnada). 9 Optional multi-volt electronic ballast ffor compact fluorescent lamps onlyl capable of operating on any une vottalle from 12fJV-2TN. ta Avaifallill torcDmpilcttluorescent units only; not available With 2I3ZTRT,Z142TRT,571R7ur7f.JD IT. 11 Mllstbeorderedwittlfixture:cannatbe.'iel.dinstalled.. d 1ZAvililableonlywitltSR2andSR:ldistribIIllDns. n.....+A o~"'Aive : 13 Additional i1lchitectural colors IIvililable; see wWlfiJM.Mo~ lbMMr'2'iiiformanon. 14 Consult factory for ma;l;imum HIDwaltllge available with this option. AUG 13 200"8 if ChooselheboldfacecataIDgnomenclatureltlillbestsuiuyollrneet15i1ndwriteit on ltre Bpproprialetine. I sL, I ASWl Distribution II v,,,;,'11 Wattage/Source Metal Halide 70M 'OOM 150M 175M High Pressure Sodium 70S 100S 150S Compact Fluoreseent 2/26DlT' 32TRT 2f.JZTRT' 42TRT 2142TRfl 57TRT 70Dn SR2 Segmemed Type lJ, 120 roadway 208' SR3 Segmented Type llJ, 240' asymmetric 277 SR4SC Segmented Type IV. 347 forward throw, sharpctltoff 480. GZ Wall grazinllz.l T8J SP TIgt'!l Spot 10.5 lBY' MVOlT' ). Outdoor Final sui'lmlttal Options Shipped Installed In Fixture SF Single fuse 112O, 277, 347V, nla TB, TBV J OF Double fuse 12l1ti, UO, 480V, nlaTB, TBV) GMF Internal slow-blow fusing InlawithMVOLT; CFonly) EC Emergency circuit (lOOWmax, lamp not included I' HOW Emergency battery pack11 De12 Emergency circuit 12-voh (35Wlamp includedJV 2DC12 Emergency circuit 12-volt ftwo 35W lamps included)2.l.11 Shipped Separately DC20l2 Emergency circuit 12-volt ASW1BBW Surface mounted back {2OW lamp includedp _ box 2DC2012 Emergency circuit 12-volt ASW1WG Wire guard ltwo ~aw lamps : ASW1VG Vandal guard included)1114 . . nRS aual1Z restrike system ! Architectural ColonlJ {WOW max. lamp not Standard Textured Colors includedJl ODBT Dark. bronze lstd.} nRSTO Qual1Z restrike time delay DSST Sandstone 1100W" max. lamp not DNAT Natural aluminum included)' DWHG White -'OBlB Black CR Enltancedcorrosion resistance Non-stick protective coaring Iblack only/ Photoelectriccell.button type (nla TB, TBV or MVOlW' CSA Certified NOM Certified lamp included less lamp Super DNA Pulse Stan ballast1151lM only)' Hause-side shield\l CRT PE CSA NOM LPI l/lP SCWA HS Optional Textured Colors DBNH Bronze DSPD Dark gray OSPJ light gray DSPE Green DSPG Dark red DSPF Rust DSPH Red , Sheelil: ASW1-M-S-f 8M -050 Z2 ,:: -: H,-l :I.t,; .- Suhmitting.Agency; I DescriptIon: Project: Notes: Springfield Justice Center LAMP INCLUDED ASW1 42TRT SR3 MVOL T LPI DBL Harry L Stearns, Inc.. 503-262-2640 ASWl Metal Halide, HiQh Pressure Sodium, Fluorescent BuildinQMounted ASW1 175M SR2 TEST NO: l TL 13817 ASW1 175M SR3 TEST NO: LTL13819 ASWl175M SR4SC TESTNO, LTL ISOlLLUMINANCE PLOT {FlloOIc:andle) lSOtLLUMINANCE PLOT (FOOlCUldle) , ISOILLUMINANCE PLOT (Footcandle) 4 ., ., ...::::: " = ~ - '"'E - " " " 0-.. "- . . . :;-'\ "', -1 ~ '- :-\' .\ -, ~ '\:~ -I ~ - . 0 0 z z z " . " ,z ~I '\ il ( / ,\ " il 0 -' > > , > " " , ~ , 0 '0 ;:: /j; f"' /' ~ I~. J?'. ~ J;~ ~ ......" 5 . . . ," ," ," . . :,/ . w f.-. w - w u u u " 3~ - 3~ - . . 0 0 0 . . . , . , , . , , . , , . , " , , , . , 175W roolal hafde lamp, hOlizontallamp orientatlorl 175Wmelalhaijdelamp,horizontallarnporianlation 175W melal tlaidlllamp, horizontal lamp Ofienta Footcandle values based on 12' Foolr:Br1devaluesbasedonlZ Footc:andevalues based on 12' mounting height, 12800 rated lumens, mounting height, 12800 rated lumens.. mOUlllingheighI,12800raIDdlumens. Lumil\a.inl e:1ficie=v, 72..'1% l.JJmlnaireEtrrciency; 75.2% LunilfIaifQe:~ 66.6":1. . ASW1 175M SP TEST NO, L Tl13842A ASW1 175M GZ TEST NO: LTL13843 ISOILlUMlttANCE PLOT (FooIc:andle) . 1SOl11.UMINANCE PlOT {FOCI.t:andle} ., , - " " ='" ""\ . . .1 ~ \: ., ~ "- 0 ~ z " o,~ II' ~ ./' il > . ~ 10.5 " '0 ~ ~ / ~ z z ," ," . . w w u ,~ " . ~ 0 0 . . , . , , . , , . , , . , 175W mlllal halide lamp, horizontal IaITl' orientation 175W metal halide lamp, horizontal lamp orientation Foolcandl& v,alues based on 12' FootI;:andlev8l11esba.s&don12' mounting neigh!, 1~800 rated lumens, moullanghelght.12800raf&dlumens. LumlnalreEfficiency: 26.3% LuminalfeEfficienc:y: 70.9% " r Date Received: AUG , 3 ::~8 Ifl/ J final submittal - ,~ LITHDNIA LIGHTING - UtboniaUghting AcuityUghting Group,Inc:. Outdoor lighting OI'\eL.ithoniaWay,Conyers,GA30012-3S57 Phone:770-92HIJOOFax770-918-121J9 In Canada: 16Davenlle lIlbrosse, Poime-Claire, P,D. H9R lAl .....v.w.lithonia.eom An<:!f!lwftyBiandsOJrnpany Sheet#: ASW1-M-S-F C2004 Acuity Lighting Group, Inc. 12J{t5 Type: Z2 13821 '00 . . REQUEST FOR PROPOSAL Project: Springfield Justice Center 230 4th Street, Springfield, OR 97477 RFP Number: 114 Date: 13-Jun-08 To: John Hyland Canst. Inc. Attention: Dave Van Houlen AlE Project Number: 0542 Contract For: Construction From: Randy Nishimura, AlA This Request for Proposal (RFP) contains an itemized quotation for changes in the Contract Sum andlor Time in response to proposed modifications to the Contract Documents and/or based on Request for Information No: Description of Proposed Change: Light fixture pole height change: Provide a 12' pole to replace the 16' pole at the Type Y luminaire at the northern edge of the secure parking lot. Rename the luminaire Type YI; revise as-built drawings and 0 & M manuals to reflect the change. Date Received: AUG 13 2008 Final Submittal d J!?- Attachment: Reason For Change: As required by SDC 4.5-11 0.B.2.b. Proposed Change in Contract Guaranteed Maxfmum Price: Proposed Change in Contract Time: Attached is supporting information from: Contractor Subcontractor Supplier Copies to: Owner Consultants Field Signed for: John Hyland Const. Inc. by: Date: Architect Recommendation for Approval: Yes No Date: Owner Authorization to Proceed and Prepare Change Order: Yes No Date: . .. Theodore R Kulongoski, Governor Department of Transportation ODOT District 5 644 'A' Street. Springfield, OR 97477 (541) 744-8080 Fax: (54l) 726-2509 M ichaeU. Wilbur@odot.state.or.us File Code: PMT 4-02 July 10, 2008 Jim Polston City of Springfield 225 5th Street Springfield, OR 97477 Subject: Application for State Highway Approach Accepted for Review Highway Number 228, (Springfield), . at Mile Point 1.25 Application Number 8056 Dear Jim Polston: Your Application for State Highway Approach was'received as of June 12, 2008. This is to acknowledge that based on the information you supplied, your application qualifies and has been accepted for further review. The Department will notify you within thirty Calendar days of the date on this letter regarding the completeness of your application. You will be notified that either: . . Supplemental documentation will be required to deem your application complete, in which case the Department will provide details of any required documentation. Under OAR 734-D51-0070(6)1, the Department may require supplemental documentation before an application is deemed complete. . or . The documentation you hav.e already supplied to the Department is sufficient to deem the application complete. . If you have any questions, you may contact me at (541) 744-8080. Sincerely, tS6f1f\~~ L.yM Detering, pelml pecialist ODOT District 5, Maintenance Office Date Received: AUG 1 ~ 2008 Final SUbmittal ,;;:?X- I If you would like a complete copy of the Chapter 734 Division Rules, you may obtain them by either visiting our website at: htlp: Ilwww.oregon.gov/ODOTIHWY/ACCESSMGTI or by contacting ODOrs Rules Coordinator at (503) 986-3171. ODOT Access Meeting (polsto&lication8056, Springfield Justice Cent. Page I of2 POLSTON Jim From: . LANGE Jeffrey R[Jeffrey.R.LANGE@odot.state.orus] Sent: Thursday, July 10, 2008 1:08 PM To: HOLLEN BEAK Jamie M; POLSTON Jim; matl.keenan@kpffcivilpdx.com; STUCKRATH Lynn S Cc: KETCH Aaron J Subject: ODOT Access Meeting (Polston application 8056, Springfield Justice Center) A meeting was held in the ODOT District office on 07/10/08 to discuss approach application 8056. Jim Polston, Andy Limbird, Rich Harrison, Richard Jones, Matt Keenan, Lynn Detering and Jeffrey Lange were in attendance. The subject development is the new Springfield Justice Center fronting Pioneer Parkway East. The Justice Center is a 100 bed jail facility operating 24 hours a day. The parking compound is fully fenced with electronic gates at both proposed access points. Rich gave an ADT estimate for the compound at 250-300 vehicle trips total, of that half (125- 150 vehicle trips) are official police vehicles and the other half are employee parking vehicle. He felt that with the 24 hour trip distribution that vehicle stacking at the gated entrance would not be an issue. The Police Department expressed the need for a full movement access on Pioneer Parkway. The 26' Swat vehicle is the largest vehicle that will use the access and because of its size has its parking configured to enter and exit Pioneer Parkway. It is requested that all official police vehicles have direct full access to Pioneer Parkway since the jail visitor parking is all offsite which will likely cause additional congestion on the local streets. The applicant agreed that if a full movement access is granted they can sign the Pioneer Parkway access as "Police Vehicles Only" and also restrict the electronic card reader to only official police vehicles which will reduce the access to an estimated 125-150 ADT. KPFF will e-mail ODOT a copy of the site plan with the restricted access signing included and the vehicle turning templates for the approach. . . The Justice Center is estimated to open the first part of September. ODOT will try to expedite the application to make a formal permitting decision in approximately 60 days. No binding agreements were made at this meeting and all parties will continue to work to resolve the issues discussed. Please contact me if you have additional comments to add or if I have made errors or omissions. Jeffrey Lange, OOOT Access Coordinator 644 A' Street Springfield, OR 97477 phone: (541) 744-8080 Date Received: AUG 13 2008 Final Submittal ~ 7/10/2008 . \ . :;:"~~r.,;r~~:>""!T~-=,,,,~"]o~~~~"71'~~<::"-"""'~~~~C;~;Z:<~^,",.a:~~~~ I;; 17 G' IC1 1fT@ m:::;n AMERlSTAll@ ,L\. on.,'''''' " "il _ _JiLd "-J .1'-.11- WWIV. a m eristarfen ceo co m 1-888-333-3422 fAX: 1-877-926-3747 PANELS l!F.$M~""'"--'-""""'~~', ~ _ ~~~rrr="~ -"",... ~ ~."~ . ,.._. -~~"'"'''' . ~_,'~_~~." ;c"l -. ."._ .~ ITEV! DESCRIPTiON BLACK PART, PRICE BRONZE COLOR WHITE DESERT SAND FENCE I WT PRiCE HT EA 3-Rail Classic'" Panels (8') 2CB30468 (Nf$) 29i.53 2G\'30468 {!\:/S} 2C~\')(}468 (N/S) 2C530468\:-.'/S) 312.41 120 , ~30:~.8 " 2CB3058~ (~/~) . .2.cr:"'~O~~8(N/S) . 2CW30588 (N!S) 2C830588 (1"18) 347..23 137 . 2CB30708 365.35 lCN3070S (N/S) 2C\\'3070R(:\'/$) 2C83070S (N/S) 383.02 15' 19 Pickets Per Panel ,..,. ":i',."., ,....c.'...'.. t;2cW'j'Q$}S'<N/S):;: n:d;3.0S~8JN/S) . .':r:\.-" -',-, ;' 'd:.-"_~ ':',4i2.-4(.' 2CS30948 (NIS) 3-Rail Classic'" Panels (6') 14 Pickets Per Panel Note: Panel prices do not include panel brackets. (See pricing on Page 6-14) 5," Post Size 2-112" 3" I Industri"r Bracket Type i.Jnl~ersal Boulevard . .(88302) (BB303) Post Settings i 96" 95-1/2" t'/,"O.C. I B'Nominal (92_5/8" Rail) 2-1/2" 3" 2-112" 3" Industrial Industrial r FlatMount Swivel (86301) (88304) S6" 96.1/2' 97-112" 98" "'''' 1'1'.,.,.. ~ '"- ~"'.' r I,~' . _ " - 'l:;:;' "'''. ,.,,";; I : '.1I2"li n n fJ1JiJj! j' r 'I fl 'il) fl l' I, fj n fj ! ":~:..L : Wrr~' ;~_~~ t: [~, ':.:1 ,,~;r:;::~~:~ i irli Ii:: i! :: TlT~T::!:!;;1:: Ii ::-]1fT~ .. I Span i Post Size , I 18rac\.;et Type I P~S;,~ettjr:gs .;.;, a.c. 6' Nominal (67-3/4" Rail} 2-112" i 3" I 2.112" 3" i Industrial I Industrial ! Universal Boulevard . - Flat Mounl : (88302) (BB303) I (B8301) 71-~J_71-1I2" l 72" I -~I 2.112" 3". I Industrial I Swivel I (88304) .1 73'" ~3~::~J ',' .-,', I' Date Received: ",.," AUG 1 ,3 2008 !?.;7? , L Final Submittal \/s = \011 Stock - Chee!, \\"iln ~:\ks for _-\\.nilabilit~. PilgC 6-3 1":I"'::c'lil,'; ::~"!lJjl>" . . ~~""."'}""""='-~~"~"~""''''~~~f..ill!".J;;\~~~..,",..-r-=''=;-_'J;'-2~--='''_'''~"'-"'~::W~~-=1!~~~~zi"S'.x~~7~~"",~~-i~~,=-"d i\EGIS II@ - -~ --. r Straight Picket Style Choices (3wRai! Aegis II' Gate Le,lYes): 1'''';\1'1 A )>ABu, "'~ A "'@ ,I~m~: ~l."a 1l""U..:1 ~~..n Yt'\Y~'f,'. a m eristal'f ence. C 0 u1 1-888-333-3422 STEEL WELDED GATES FAX: 1-877-926-3747 ~~== -''"'-:t~~.~~.~~.,~=-.~...,,,~~...,,,,,,,,-"~~~.=,",,,,,~~=.:l =~'I"'..._.__;_ ~~~~~ For Gate Lean's 6 Feet In \Vidth OI'Less: GUSWl phl1c:-; ~lr" welded in all-1 comas fOT added SlrCll!!lh. Truss {'obles (//"1.;' !/U/ iiicllidl:'d rb,. ~lI!t> !('(I;'es Imder -I_in In lrid,h --- CU.SSIC'"3-RAfL Color Choices: STANDARD B ~ BLACK STANDARD NUMBER LEAF OF WIDTH PICKETS 40-1/4" G2304 49-1/2" G2308 59" G2308 68-112" G2308 78" G2308 96-3/4" G2308 J06-IU" G2312 I "'TALL 12)1.;1 I2C.l'f"ll'ltp ived: TTALL 1-'53.49 1 1421.)6 _+-_ 23S :>:'TALL 1..j~il.Y:: -1 l..j')~~.....- .\,',tiI:,bk (;:lIc' 11:11',1\\ ;]r,: i< II; "I" 1",'"I"d iiI ill,' !1ri1"I11.:nLrI C",,-, 11;]1'<1,"''':: :<'Cli,,~ Y- "~Ii'"~ "..~ I Final Submittal ,l?r7-c:~.. .\lAJESTIC'" .l-RA1L 7 NOMINAL GATE OPENING 3-I/2' SGL (I REQ'D) 7'DBL (2 REQ'D) 4' SGL (IREQ'D) 8' DBL (2 REQ'D) 5' SGL (IREQ'D) IO'DBL (2 REQ'D) 6' SGL (IREQ'D) 12' DBL' (2 REQ'D) 7' SGL (J REQ'D) 14' DBL (2 REQ'D) 8' SGL ! (I Rt,Q'D) 11;' DEL (2 REQ'D) 9 11 13 j 5 19 21 9' SGL (1 REQ'D) IR'DBL (1 REQ'D) >;\1(";>: (j;l1C Hard\\',lIT' i.\_l1n1.i.rrdu\t..;;.~. For Gate Le8\'es More Than 6 Fee! In \:Vidth: CE""ESIS'''J.R.-'dL AD[)ITll)~AL ul''fI0NS' W = WHITE N ~ BRONZE S = DESERT SAND Gusset plates are welded in all 4 corners; an intennediale upright is added in center of leaf: and truss cables are attached for strength. NOMINAL BLACK PRICE COLOR PRICE HEIGHT PER LEAF PER LEAF WEIGHT PER LEAF 4' TALL 529.7 1 .. ..' ,STALL . . . .5<I:05/r::.n:: .'.: 6'TALL 632.17 :":;~7.'-TALL . _ .;' 683.79../....,',;~:L..;:,'. S'TALL 735.15 : .-:.~l;~9'..TA~L.,,:~:~A~i ~',':.'!i;:;. ,..786.5J':\~;'~.n;\~tti; .,,,~~:' 10' TALL 9 '-t\.\ig.4.'-:TAI:.L: .~, !;'::{::\..\:t: 56'fJ4::;'::';:,~;<,:,:;' 5' TALL 616.25 :: ""'cio'TALL ''':''';'''\';'669,15, ;'c..."p,i.. '0::." 7' TALL 722.05 ',';~:~,~,8~,rALL ~ ..', . ,'-.::!t~'..:n4~93 .,. 9'TALL 827.8] ,,'.,!,ple:,.~TA':LL.._ .'':'):.:';(:880~72'' -rf-;'f.:~,:;':} 'ii'.'__,'';.:.:' 4'T 636.40 ., ",,,TAEL ". ',,',;~;689:D3'. 6' TALL 741.5J ,,(.,TTACl"" !> 7,94,OL"" " 8'TALL I ,\.,";;9',TALL .', '.'~,.9~2.)J", ".', ,;"i" 10' TALL 987.1 .' :;'~4.':T;4.:LL'--. _ .,' :.]09.44' 5' TALL 761.78 c. 6' TALL .., 813.87 7' TALL 865.97 8' TALL 934.82 . 9'TALL l016.4? 10' TALL 1093.58 4' TALL 889.04 5' TALL .. 2 (}' TAll 10 I ~.61 7' TALL J 074,97 8' TALL) 1136.72 9' TALL 1198.56 IO'TALL '7;;;514 4' AL 102-:\.77 5'T..\Ll 11)91.71 6' TALL I 1158,64 7' TALL I I ~~5.n.j. W TA!l 1192.59 9' TALL 1.'\54.:'6 lO'TALl J-f58.1J -f'TALl I J J.j.)q 5'TALL I~07.il 556.19 '610:11 663.76 ,717,97 771.89 ','825.82 :"',\: ;'.;t' R79 0 "'..' . ,', 647.05 702:61 ... 758.15 _. . "~;"<' ,,':~~'8l3:67:;;.; ., 869.20 924\77:... ,... 668.22 """"';',.'.' , 723.47 ' '., . 778.58 :'--i,:;';.'.",. 833.70, 9 , 968.22 , \7 .. 744:92 799.87 854.56 909.27 981.56 ] O(i7~23 Il48.26 933.49 998.35 1063.2.:.1 lP8.73 ) ]Q3.50 P58.49 I ~i9 p J076.UJ 1 1..j6.~9 1216.5R I':;.':~(i. \)~ L~57.21 l-l':;i.."'-l J53I.CJl ..~ 70 80 90 'dOO.;, JlV nu,'>!"~-; 130 . "'L',~ ; ~ 84 '. ,;>. ;.~~, .. ,. 96 ....,,;]::".. ,'JOS,""", )20 ....:<~, 132 ':.:,'.=; 144 '156'..".,.. 98 "'112-'; ... 126 ])9' I 167. ;.;.~ 181 'm. 128 143 159 175 J90 206 U 144 161 1i9 ]\)() ;14 ~.i I 14' Ir,ll 179 1<).': : .~ Ii-( "-: .' 256 II'i].5'1 ii'" 1268.10 192 . . ;;:G'ITo;::."lV,~""~""~Jili:"31.S~"'.,,,-('i:ir;::-~;;;,,~:a'$:;J;:;-i:fm-:..r-;J<:::2~~,,,;-"/i':,"''''.2:n:~~""~i:;;:!~~''''''''''''''~''-'~~l',,,,.;;,!j~-,~~'i.irE1:f~,~I'$;;l:;:~'J:;';C.~-J;1i.a. c,~,,,,..,..;Eo::;';;'17,~.;2:;i';::--.;:7~~~:i,,"~'i~ TRANSPORT H@ 1:";';'1 R Ml',"iil"~T P.. p@ !~:0Y .t"U.~fi.~fL~.Jty.; <'- t"t-,,-~. "I'; "'r\" "\-1', 2.rn e ri sta rf en c e. CO rr~ 1-888..333-3-122 10-\.\:: ]-877-926-3147 OH.l"'lA1VffiNTAL PICKET CAI'.'TILE\ER GATES r-~ r ,",~~_._,~-~~~=-;;;;,,,,_,,:.-t"~..~=~ri<',~~~=U~,"-,~""';~-,;'~""--..l"".r._"",<m~",~.....,L",~~"'_'" ~~~ CLAssic~""~-----'::"- ---=~- , ~-~~~::~ i I ! t I .k IJ..1"jJ" I I i J. iJ.L - "~I II I -[ I -i. ~, i I I, '1111 , ~ "", , . SEE WARNING ON PAGE 12-1 REGARDING AUTOMATICALLY OPERATED GATES OTO=313.0W' I" " l:12JSLJ f- 4H..1,YS ;' ~n--100-0n-15-1 -CBJ.IY. 5fl...HHI-()(I45-1 -I5511.-'li 50--iOll-o(Q:;-J BJ.l \Yiilth '" ~n.7::" 6.301 j R' 50-4ltO-0058-1 -I5i7.46 5(1-..100-0058-2 I 4l>O~ 50-400-0(l5~-.~! 480fi.3.f 50~400-(){J58-4 4IW{;,34 6]7 (nO"'.~72.:,n" -I' 5(1.~IIO-U[){17-1 ~YI'1,~::-; 5n-~nfl-Hf\II~-21' ..t,l'l.,'C.... ~~rH)-llllll'7-.; 461 'UP 5!l-~!~..j ~61!).R~ 5:~._.J ,I ,. I ;0-400-0020-' "OJ.H'! 5"-'"11-'''12''-1, ,,,,,,..,, ~ '''.'"0-0'''"-; """' '''-41111-0000.< 4"604' '''' I ~ !W~]W I ld!.J1i'J\N (, :,lI-4HO-UO,l?-1 ~(}l)i.S.f :,(I--H1IHIl)J"~..L~2J~...~ :;n_..;III!_tliJY..3! .'2..o:-;..j:; '" -1'1'1 '1')<1_.f =2,- 4] ( I f I l", ,Id,l,\\'" _ L..i' <:'{l..JflIlIlQ.f!1_1 ~;1- 9~ ~:l--!(W~4(i-2 L_",:::;~,~'n.iJ_ .~..l()n-(!(lJ6~J ~~:1.7J ::I~fJ (\n-1~.,:J~-"I~',1-7' -:---,l 3_=-' t t".\, 1'1' , ~ , I I i L-_i~ _______1-~2.-lf)lI~<) 1 ~(\~\-_ ~.-:-~~~~..:.~~I.:.- ~ - Il-.if~~~.~-L_~1..:.~~:/'If\-111l",~-.f i ~l~~~_ ~__~ __' f ! \ r, ~lIl'IO t_~~~~~~~1 -17!.~~'__~-~'~~~-; l_"'I~I1-.i:...._L"~'~~~~~J_:,Q:'itJ.::.__i~~"(;U~--l _l_<~'~_]_-=~~__J ! t ! .:; I =(I-III!' 111'21-, I ::;U22'11-.J 51' -I{lI'.'lWl_ J -;-.f - -' ''I_;on I,n:'_' L'~41'~ 1 ~1l_'II,t_IIl:1 J ;::-..'u "l'J ~ i ~Ij . i 10?N\J~ !-~fi~Il-.lnn-f1(1J-I-l q-lq:~ j~l-ll)1fiii~~_L:I~~~~ f"~~;l;-:;J 0_~~_~~~'il'(0~~1_~~2~_J (l~~ j : ,,!,'\'.,! ;;il_JllU.(lIq"1_1 ::;1,Sl',1 . ,n-l(,lfln.;-_: I ::;"(,--' ,-.-1111,.,,11"4,'11,- 'l_j ::;ol_":'IOIJIL!~-! i ~<J(,--" ~ -J'I ~ ~ __l~\_~I'h' 1\{,5'" :30--1110 IHJMi-IJ~~ :;CI_~:{lril'[): 1.!'~-;2 1_2_ _~IJ ..dll-{J~~~ 1__.::.'::!~-_-I_:;()-1ur!-r!l'(iIl--1J 1>1~ 1..:__L~_ I . . _ -,.~n" ;':;Il_":II'I_llllll1lll '11']1' f~"-IlIi"III'I'-.L'~' 1~'111J1)-I'lIl'l;I::, 1"(I11:1_1I1:1~'1 "1:>:(' , I,~,--f 1 I' ~;~ t__~L:;o -I1'(j (ll':~ _~L ::(,.._~;j~~_-!~)'I !~~JJ~~j~-J~,}n~-I~~::_~~j~ -;~~_~ 1:~~-Inl;rj1~~Tve~: !' b' "~I"t1n\rHI_III\'''_:! -'hl'-!'2-.L:;tI_(lIlI'ill~J~:-<-'--LII-_II"'1'~-~I""'-'- t"'_lllll'I' -l_l~X~~~ ~ ! " ... i 1,1'\,\.. ~ .311--IO(J-OO-lN-! ';9I>01;'-J' ~1..nlJ-U(,-I~,-': 1-6;"2~ ~ :(i4()LLltiw~- ~6-':;"7~~I~ t~i-~iiiI(ln-l-;! r-:l(~:-'}~' 1{-2008--':::-~ i !l:I\ ~'.id(h="I.:~n --- - ---- '-----~-J-- t ._-1----- -~--:-iIrt1G -- . ~",J.,...,....~_. _,:~~!1 -lIlli_Oil!. 1 I I";:::; (~:.._...r~_~ .~~I...!--' L1l',=~ ~"..._J..,....!!~~~~;~__ !,~; \~J_',::~JI~~~~l_~YN'_'-_...J_ ~_. . f ~'H)T[:.. f"iL'I_ 1, !!l.![ i!h'I'i,I,. 1-:'1;;1\\,1'" 'j ~-" ~:i' '-."" .,1.:1" ,,'1', Ii':" ',-:, GAT!:: OPEI\ING RA\'GE CATE nt.\,~l1::: DESIGN QTO= 144.50" 6'-i(' rn 2 BAYS B3~'Width=7U5" OTO=182.50" S'-10' rn 2 BAYS D3Y Widlh =90.25" OTO=2l1,00" 10'-12' [1illi 4 BAYS B~~' Width = 5~,25" OTQ = 249,00" 12'-14' IlltJ -I BAYS B~y \\'jdlh = 61.75" OTO=2Si,OO" ]-1'-16' I2l2m 4 BAYS RayWidtb=-7i.2S" HEIGHT CATAL.OG ,0,;0 4' 50-400.0001-] 50-400~0014~ 1 50-400~0017-1 59~()0~0040~1 5'. 6' T 8' 50-400~0053-] ;5Q~90-O~02-I, 50-400~OOI5-1 6': ;'~, :-5g~OP~OY~.8:l; 50-400-0041-1 !'?,9;~Q9~0054:! ': 50-400-0003-1 '~?_~00-00]6+ 50-400-0029-1 . ,_ ,,_~0.~90.0042''l. 50-400~0055-1 ~50-;400~OOO4-'_~ 50-400~00T7~J . .~~~400-0930.1 50-400~0043-] 4'.. 5' 7' 8:':;-,:: 4' 5' 6- ,i' 8. ." 5' 7' 8~. '. . 4' 5' 50-400~0056:1 50-400-0005-1 50"100-0018-1 6. 7' 50-400-0031-1 50~40(l..Q044-1 50-400-0057-1 50-40(l..0006~1 50-4011-0019-] 50-400-0U32-1 ,. " 5' ,. BLACK PRICE 2026.69 ;1:13IJA5 2236,61J '.2344.62 2454.25 . 23~4.77 2453.28 1,575:51J 2699.87 .i~2826,16' 2790.41 .~::,296L93 3140.53 . 33:P:Ol 3508.73 3143.55 3J33.99 3531,04 3732,99 3939.51 3451.4:3 3659.19 3873.79 4094,77 -1322.23 4322.23 3870.82 4098.24 (',\TALOG ,'\'0. 50-.1\00-000]-2 50-400~OOI.1\-2 5CJ-400-0027.2 ,SO~400-0040-2 50-.<100-0053-2 ?0-4DO-OV~2~2 50-400-COI5-2 50:.WO,-OO1.8-2 50-400-0041-2 50-400~0054~2 .. .... 50-400-0003-2 50-400~9.o1.6.~t. ' 50--400-0029-2 50~400;OO,4.~~f, 50-400-005$-2 50..400~O.OO.4"2 50-400-000-2 5~AOU~0030-2 50-400-00-13-2 50-400-0056-2 50-400-0005-2 SO-400~0!l18~2 50-400-0031-2 50-400~0044-2 :;0-400-0057-2 50-40!l-0006-2 50-400-(1)19-2 50-400-00.12-2 BRONZr-,: PRICE 212~.03 2236.98 2348,43 2461.~5 . 2576,96 1-451::50 2575.94 2'704.27 2834.87 29_67.47 2929.93 3110,02 3297,56 ~ 3:489.16 . 3684.16 3300.73. 350(1.69 '3707.59 39]9.64 4136.48, 3624.0.1 3841.15 -1067.48 4299.50 -15383.1 453S,34 406-U7 4303.16 !: DESERT SAND CATALOG :'\'0. 50--400-000]-3 50--400-0014-3 50-400-0U27-3 .50-400~O~40~3. 50-400-0053-.1 50..400~,OOG2~3 50--100-0015-3 50-400-0018-3 50-400-004]-3 50-409-0054,'3 50-400-0003-3 50~40Q:OOI6-3 50-400-0029-3 SO:40o.~~042~~ . SO-400-0055-3 50:.,jI)O.0904-3 50-400-0017-3 50-400-0030..3 50-400-0043-3 50-4~o.-0056-3 50-400-0005-3 50-400-0~18-3 5!l-.400-0031"3 50~<:OO~004~.3 :;O--1(Hl~O()5i-3 :;0-40Q-f!O06-3 :;0..llIO-0019-.' 50-400-00.:\2-3 PRlCE 211lUl3 2236.98' 2348,43 2461.85 2576.96 -l45L5,o: 257$.9-1 "2704.27 2834.1;; f:967:4,~ ~. 2929,S3 .mlO.02' 3297.56 34S~.1.6 .,684.16 :3300,73 3500.69 3707,59 3919.64 41.36.48 3624.!l3 3842.15 4067.48 429950 45311.34 4538.34 .tOM.3? .J)UJ.lfi -1550,47 C'lTAL.OG ;0\0, 50-400-0001-4 50-400-00]4--4 50-400-0027-.4 50-400.-0040-4 50-400-0053~4 50~4~0.-0002-4.. 50-400-0015-4 50-4{)0-0028~4'. 50-400-00-11-4 50~4.00-005~-4 , 50-400-0IJ(l3~4 ,50-400~OOl.6-4 SO-40Q-002lJ-4 ._50~~.OO.OO~2-4 50-400-0n55~4 5.o.-4~0-0004-4 50--100-00] 7~4 SO.40~-l1030.4 50-400-0043--4 50;400-0056-4 50-400-0005~4 50-400~OOJ8-4 50-400-0031~4 50-400-0044~4 5fl~4(10~0057-4 50-41)0-0006-4 50~-IOO-(lnll)~4 , 5n-lI}O~Oil32-~ 5U-40U-ll,o-l5-4 WHITE ~RJCE 2128.03 223ti.?& 2348.43 246L85 '~ 2576.96 "2451.59 2575.94 '2.10.4.27:,." 2S3H7 2967,17 .. 2929.93 311.0.02.. _' 3297.56 3489.16' 3684.16 3300.73: 3500.69 3707.59 39]9.64 4136.18.' 3624.03 3842.15 -1067.48 429950 -1531:1.34 4538,34 -10607 4:103.16 45:'0,-17 Final Submittal \\l-:IGiiT 22.' .241 26fi 278 291 27l 1'11 ,313 JJ4 ;356 31~ 35~ 384 .415. 446 ,,372 '"' 437 47. S~4 4]8 452 487 522 " 55R 466 ;;03 :."40 :; 7,~ ~