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Home My WebLink AboutApplication APPLICANT 7/25/2008 r)?;; City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 Site Plan Review PRE.SUBMITTAl REC'O JUL 2 5 200B . -. Applicant Name: John Hammer Icompany: IAddress: , !APPlicant's Rep.: Scott Morris Icompany: IAddress: , I Property Owner: Same as Applicant Icompany:' IAddress: , IASSESSOR'S MAP NO: 17-02-31-11 Phone: Fax: (541) 683-1166 (541) 683-2449 ACR Properties, LLC Euqene, OR 97401 555 Lincoln Street, ,,-;; w ~-'.U_-'" -:_.'_"~_ .~, Phone: '(541) 302-9790 Olson & Morris Fax:' (541) 485-3253 380 Q Street, Ste 200 Sprinqfield, OR 97477 Phone: ,Fax: , ITAX LOT NO(S): 100 Property Address: No Address Assiqned Size of Prooertv: 4.23 I Prooosed Name of Project: Lot 2 Hammer Industrial Park , Acres L><J Sauare Feet 0 '" . I Description of If you are filling in this form by hand, please attach your proposal descriPti;n to this application, Prooosal: New 50,000 square foot multi-tenant industrial buildinq I Existinq Use: Vacant Heavv Industrial INew Impervious Surface Coverage (Including Bldg. Gross Floor Area): 1:'1,9 "J'D ,ISi ,natures: Please si nand rint your name and date in the ap ropriate box on the next . ,.. Associated Apolications: L~r-~ - 6002 ( P"t~) Signs: Ipre-sub Case No.: peG' zw5...-~\IDate: ~d(f6 Icase NO.; I Date: I"" ' IJ 1/1 Of) I App .catlon Fee: $ ...:JT 0 Technical Fee: $ TOTAL FEES: $ JifhoO PROJECT NUMBER: flZSZ.orf6-00Dlf0 w Reviewed by: I Reviewed b~: ~ I Postaqe Fee: $ ---0--- , Revised 1/1/08 Molly Markarian I I i I I , I I I , I sf 1 of 10 , '. ;'0,- Owner Signatures This application form is used for both the required pre-submittal meeting and subs~quent complete application submittal. Owner signatures are required atb6th stages in the application process. An application without the Owner's original signature will not be accepted. Pre-Submittal The undersigned acknowledges that the information in this application is correct and accurate Jar scheduling of the Pre- Submittal Meeting. Owner: Date: I ~ 2~ ,O~ Submittal I represent.this application to be complete for submittal to the City. Consistent with the completeness check performed on this-application, at the Pre-Submittal Meeting, I affirm the information identified by the City as . necessary for processing the application is provided herein or the information will not be p'rovided if not otherwise contained within the submittal, and the City may begin processing the application with the, information as submitted. This statement serves as written" notice pursuant to the requirements of ORS 227.178 pertaining to a complete application. Owner: Date: Signature Print PRE-SUBMITTAL REC'D JUL 2 52008 Revised 1/1/08 Molly Markarian 2 of 10 225 Fifth Street Springfield, Oregon 97477 541-726-3759 Phone Cit- 'f Springfield Official Receipt DehlOpment Services Department Public Works Department RECEIPT #: 1200800000000000816 Date: 07/25/2008 2:40:40PM Job/Journal Number PRE2008-00051 Description CTY Site Plan Rvw Tentative Paid By jp HAMMER PROPERTY ACCOUNT Item Total: Check Number Authorization Received By Batch Number Number How Received LD 10536 In Person Amount Due . 346.00 $346.UU Payments: Type of Payment Check Amount Paid $346.00 Payment Total: $346.0U PRE.SUBMIlTAt REC'D JUL 2 6 2008 cReceintl Page 1 of 1 7/25/2008 LIl J: OF ~J:'nIN~I'.l~LD '.lLuu.l I MAP PRE2008-00051 4107 Industrial Avenue ~ IA ~ ~ ;?; I ~1l'" = Map 17-02-31-10 Tax Lot 100 North = + PRt-SUBMITTAL REC'O JUL J 5 2008 ...4'" --, -'.... __ ~ .' . -.....-:: :::---"",-"'....... - ,,," . 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I ~ ~ T I I I I'll 0 '" I I I "i I q n n i Ii! · puq i i i ! I ~ ~ i ; i i ~, ,'" EtJ lS3ffis-m.Q-O .iuuPI i i!nn;H~ ij U Ii ~. i . q ; ~ I I : ~ t . ~ N k . '. OILSON & MloRRllS A division of L.B. Olson & Associates, Inc. Consulting Engineers land Surveyors Urban Planners 380 Q Street Suite 200 Springfield, Oregon 97477 (541) 302-9790 Fax: (541) 485-3253 olsonandmorris.com r' -I Lot 2 - Hammer Industrial Park New 50,000 Square Foot Multi Tenant Industrial Building Owner ACR Properties, LLC Attn: John Hammer 555 Lincoln Street Eugene, OR 97401 Annlicants Reoresentative Olson & Morris Attn: Scott Morris, PE 380 Q Street, Ste 200 Springfield, OR 97477 Architect SS & W, Inc, Engineers Attn: Gail Fortier 2350 Oakmont Way, Ste 105 Eugene, OR 97401 Landscaoe Desi gner Susan Crabtree Landscape Design Attn: Susan Crabtree 89618 Armitage Road Eugene, OR 97403 PRE.SUBMITTAl REC'O JUL 2 I) 200B Proiec1 Overview The proposal is to construct an approximate 50,000 square foot multi-tenant industrial building on Lot 2 of the Hammer Industrial Park. The building is being designed in a modules (30' x 60') 1hat can be stand alone or combined. The general concept is (0 have a small office space in the front of each unit, with warehouse / manufacturing space in the rear. Each unit has the opportunity for a man door and an overhead door, and will have access to (2) common truck docks at the south of the building. Traffic Circulation & Parking There was a comprehensive traffic impact analysis prepared for the Hammer Industrial Subdivision by Access Engineering. This study included development of all the parcels with industrial development, with the exception of Lot 10 being a more intensive use. This proposed development is consistent with the industrial use in the traffic study, therefore we believe a new traffic study is not warranted for this proposed development. The site has one existing access point to Industrial Avenue that was established during the subdivision process. There is an existing joint use access and maintenance easement over the driveway which allows legal access to the site. The traffic aisles have been designed to allow highway size trucks to enter the site and make their way around the building. There are (2) truck docks at the south end of the building that are intended to be used by any of the tenants. Trucks will be unloaded onto the dock, then individual users will use fork lifts to move. the delivered materials to each tenant space. Islands and radii have been established to allow for these movements, as well as for emergency vehicle access. The back portion of the si'te is intended to be fenced for security. There will be truck and man gates on both the east and west ends of the'building about 1/3 of the way back. The gates are intended to be open during normal operating hours, then' accessible by code boxes during off hours. There will be sensors to automatically open the gates for'exiting traffic. The parking spaces have been allocated throughout the site to provide adequate parking for the development. Per the Springfield Development Code (SDC), there is a minimum required number of 101 parking spaces. The design has allowed for 195 spaces. . The SDC also requires 14 short term and 4 long term bicycle parking-spaces. Due to the length of the building, we have distributed the 14 short term spaces at (4) locations along the building. This will provide shorter distance from the bike storage locations to the tenant spaces. The 4 long term spaces are designed to be contained within the building at a currently undefined location. Utilities Utilities were made available to the site when the improvementsrelated to the subdivision were installed. Specifically discussed below: Sanitary Sewer ; There is an existing 6" sanitary .stub to the property that is tied into the public line within the Industrial Avenue right of way. This stub will be split by means of a wye connection, and then (2) parallel sanitary sewer lines will extended the length of the building. . These lines have been placed approximately 20 feet from the face of the east and west walls of the building, which will correspond with the most likely restroom location for the small office spaces. There will, be catch basins (covered) in each truck well tied t9 the sanitary system to meet the requirements of the drinking water protection overlay district. These catch basins will have small pumps within them due to the lower grade in the truck wells. As shown on the plans, the truck wells have been graded to keep storm water out of these' basins. PRE-SUBMITTAL REC'O JUL 2 6 200B There are also (3) proposed trash enclosure locations that will have area drains tied into the sanitary sewer system. These are located within the covered trash enclosures wi1h the slabs designed to drain this area to the catch basins. Water The domestic water for the new building -is proposed to tie into the existing water line on the south side of Industrial A venue. The existing line is 12" in size and has adequate pressure to serve the domestic and fire flow needs of the development. Since the tenants have not yet been determined, the proposal is to have a 2" high flow water meter with an approved low flow chamber. There will then be a 3" water pipe behind the meter that will run the length of the building and provide domestic service to the units. There will also be a 6 inch fire line to feed the sprinkler system for the building, This system will include a standard backflow setup (above ground) with a remote register to Springfield Utility Board specifications. The sprinkler design will be completed by BOH Design during the building permit process. There is also a proposed 1.25 inch water meter to be installed for the site irrigation system. Electric There is existing underground electrical service adjacent to the site that was installed as part of the public improvements for Hammer Industrial Park, The proposal is to add a transfomler adjacent to the site and extend a main service feed into the electrical room. Service will then branch out through the building to individual service panels in the tenant spaces. Specific design ofthe~e utilities will be provided by each individual utility provider. Phone / Cable / Natural Gas There is existing underground telephone, cable, and natural gas I service adjacent to the site that was installed as part of the public improvements for Hammer Industrial Park, These services will be extended into the site for service to the tenan1 spaces. Specific design of these utilities will be provided by each individual utility provider. Storm Drainage There is an existing public stonn drainage system in the right of way adjacent to the site that was installed as part of the public improvements for Hammer Industrial Park. There is an existing 15" storm stub to the property that is routed into the 3 acres of detention ponds on the Hammer Industrial property. These ponds were designed to provide post-development detention for all of the parcels in the industrial park, thus removing a detention requi~ement from each individual parcel. PRE.SUBMITTAl REC'D JUL 2 5 200B / The on site storm drainage plan consist of (2) separate systems. The eastern portion of the site (including half of the roof drainage) is designed to be collected and routed into a bio-swale at the northeast portion of the site. This swale has been designed with vegetation to clean the water as it flows to the north, while providing a minimum contact time of9 minutes. The inlet structure at the north end is designed to convey the flow from the swale into the piped sys1em, while providing a small amount of detention. More than 50% of the impervious area of the site is designed to be routed through this vegetated swale. The western portion of the site (including half of the roof drainage) is designed to be collected in a piped system. The catch basins will have fossil filter inserts to provide water quality treatment. Both of the systems then converge at the north end of the site and exit via the existing stornl stub to the property. Lm'ldscaoe Susan Crabtree Landscape Design was the landscape designer for the project. The attached sheets show that the landscape setbacks and planting plan meet the standards as set forth in the Springfield Development Code for industrial development. There will be a retaining wall in the northeast portion of the property that will allow a planting buffer on the east side of the bio- swale 1hat is also designed to have tall trees planted. This will provide a buffer from the activities at Lane Forest Products next door, and eventually provide a nice visual appearance fi'om 42"dStreet. There will also be a fully au10mated irrigation system installed in the plant beds and bio-swale that will be designed at time of building permit. Li!!hting: Site lighting in the development area will be provided by wall packs and a few free standing pole lights a1 the north end ,of the property.. The pole light locations are shown on the attached site plan. The wall pack locations are shown on the building elevations as part of this submittal. Cut sheets for the lights and a photometric printout are also attached to this submittal for review. PRE.SUBMITTAl REC'O JUL 2 Ii 200B / ...;, N /F'\ ~~I. !:rl+:~ 1.:1: I +!:I !~ I:! 1+:1:,1 YI ,~:I ~:! 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'08 + 9.3 /1.8 +1.8 +-2.2 .+.8'3.4 .5 '0.8 + + +' 0.7 0.7 0.8 Y + +0.5 +0.3 , 0.3 -'-0.3 A53 3.9 '0181, ltlJ ior I'YI +r t-o,S + , +0.8 TO.7 to.6 +' + 0.8 0.8 0,3 0.3 0.2 +0,4 '0.4 , + "0.2 +0.2 +-0.2 +0.1 0.4 0.4 0.4 0.4 0.3 0.4 '0.3 0.3 0.3 Plan View Scale 1" = 60' PRE-5UBMIITAl REC'O JUL 2 5 200B PRE.SUBMITTAl REC'D JUL 2' 5 200B r'., HOD WATT MAX.) '[L [!JJ.~ ~ ~~& Ii @ ~ ~'~~ @ . 1ft PfJ- A L. I ~16,,-=-~J . ~~I r--n I. 'I I ~IDE VIEW . : ,', . r---16"--1 I I 16" j =0 ~'" TOP VIEW E.P.A.= 1.12' ~. WM c::Jo DO' i!.180 .~ db i!.!lD '3.90 .~ 4'~ !iPE[IFICA TIOI\lS . HOU!!iIN6: PRECISE. ROUND CORNER C;.\'S.T ALUMINUM CDNSTRUCTID.N. LEN!!i A!i!!i'Y: PRECISE, DURABLE CAST ALUMINUM DOOR FRAME SURROUNDS 3/16" CLEAR TEMPERED'6LASS LENS. GLASS 15 SEALED, TO ODOR WITH HIGH TEMPERATURE SILICONE SEAL. . -, oPTIC!!i: CDMPUT,ER DESIGNED SPEG:ULAR SE6MENTED REFLECTOR WITH .AN AUXILIARY HAMMERED PATTERNED TOP REFLECTOR COMBINES -WITH LENS TO PRODUCE AN EFFICIENT SHARP CUTOFF LIGHT OISTRIO.UTION. - - ,.-.. . IiA!iKETINIi: CLOSED CELL EPDM GASKETlNG COMPRESSED BETWEEN ODOR AND HDUS1N.G SEALS OPTI[~L CHAM~ER. LA.MP HOLDER: MOGUL. DASE PO,RCELAIN. L~MP:, llJY OTHERS) BALLA!iT: H,P_F./C.W:A,:-' AUTOTRANSFORMER. ~:~O' STARTli\JG TEMp.ER.A:rURE. ARM: 3"X'S"X6",LON6 HEAVY WALL E'XTRUOEO ALUMINUM. "ARM' -15 SECURED TO HOUSING AND TO PQL.E WITH STAIN~E5S STEEt,. RODS.' FII\II!!iH: POL YESTER POWDER CD'A T -ST ATE ,OF THE ART ~D PSI PRESSURE POWER WASH AT 140. TEMPERATURE INCORPORATES FOUR STEP IRON PHOSPHATE PROCESS TO CLEANSE -AND PRETREAT 'THE METAL SURFACE FOR MAX/MUM PAINT. ADHESION. ELECTRoS-TATICALLY;,APPLtEO TEXTURED POLYESTER POWDER TOP COAT IS OAK ED AT 400. TEMPERATURE FOR MAXIMUM HARDNESS A.No EXTERID.R DURABILITY fli:\L U.l. listed tor \1Ywellocafion fllT ~-JZ\ . . ~Q~~IP-~Jk ~'~:'.-- .......::;:>:::.= 660 WEST AVENUE 0, PAlMDALE,CA. 93551 (661)233.2000 FAX NO; (661) 233:2001 ww,w.usaltg.com -" . PRE.SUBMITT4tREC'D JUL 2 5 2008 TYPI[AL SQUARE PlILE TEMPLATE WALL MOUNT LAMP SIZE, 100 - 40D,WAT.T !fi~ E.P.A.= 1.1~ PRECISE COMPUTER DESIGNED, SEEiMENTED SHARP CUTOFF OPTICS. . IMPACT RESISTANT TEMPERED lilA55 LENS. SOFT [ORNER pESlliN HOUSING.: A4-2 " o ;1 -f2'~, 0---1 4'-$:f. o l~l;~~VAY ~IA [3] HOLES. TYPI[AL RlIUNlI PlILE TEMPLATE 22"1 I f--16"-J 7"1~~"'!l!'!1~ ~.~,1'Iii.W~ ~ r . ~. '-- ./ EXTRUDED ALUMINUM ARM AND CAST ALUMINUM WALL BRACKET' A55EMBL Y PROVIDED WITH BUILT IN 6A5KETEO WIRE ACCESS FOR -FIXTURE/SUPPL Y WIRE CONNECTION.. '-+1 4' -6- r ~A --L WIREWAY ~"OIA. [2J HOLES' I 4' 0 L--o WALL PLATE ' t -t- -+-T ~'SO. + 5 V,' Lt- --J,- ~ :""'5 V''''': LI/2' DlA. r " [4J HOLES o MODEL NO, : IV OPTICS 'WATTAGE TYPE VOLTAGE 4cv MH )fA. LAMP MOUNTING L U M WATTAGE' TYPE VOLTAGE ,~o OHPS 0120 0250 ~ 0208 STREET LIGHTING AR~ MOUNT OST23,........... . (TO FIT OVER 2 318~ O.D -fRMl o TYPE III III. d(19111 \~=) ~R.MM.O~N.T .d TYPE IV r{fDRWARD THROW) IV. 0200 0 MV 0240 ~"''''I,,', "l::;:! ..' e=' 01.15 .01S0 0100 0277 S E G 0480 ~ ADJUSTABLE KNUCK~E '. ONKLE23,.""..,.. (TQ FIT QVER 23IB'O.O,1 O'TYPEV V-SO.. ONKLE27........... (TOmOVER'27IS'O.D,j' WALL MOUNT OWM "."".."..-\ METAL HALIDE UNITS ONLY USE ED28lAMF' FOR 4(j(j 'Ii, USE MEDIUM 8ASE LAMP FOR 100W. SEE ACCESSORiES SECTION FOR ST23 AND NKLE DETAILS m~/'\\ ~~~%~J; ~ . --.:::::::::::::::- ~"...== ... ODARK BRONZE OBM OMEDIUM BRONZE MBM. DBLACK BKM OWHITE WTM OSILVER SLM OPTIONS o CLEAR POL YCARBONATE . DiffUSER. . . . . . . . . :LEX o HOUSE SlOE SHIELD.... . .HS o PHOTO CELL + VOLTAGE (EXA~PLE: PC120V)..... PC+V o TWIST LOCK PHOTO'CELL,VOL TAGE (EXAMPLE,TPC120V),.... .TPC+V '0 TWIST LOCK RECEPTACLE ONLY....'.. .TPR. o SINGLE fUSE , (120V.. 2~7V). . .SF o DOUBLE fUSE (2DBV., 2~OV). ........ .OF , 660 WEST AVENUE'O, f'ALMOALE. CA. 93551 PRE.SUBM\lTAl RECIO (661)233-2000 '. . FAX NO. (661123>2001. " JUL 0 r "008 www.usaltg.com ~ t),(. SEEPAGE 3 FOR ADDITIONAL . COLORS .~ ~~ [[F ~ 4J IlJIlJ L ~..-4" ~ .j HEIGHT <:::::::::>- ~ .' . ~ o 4" !!iOUARE !iTRAlliHT !iTEEL o BA!iE PLA TE: !iPE[IFICl\ 1I01\l!i !i~AFT: 4" SQtJARE, FABRICATED FROM ,HIGH GRADE STRUCTURAL STEEL TUBE. SHAFT [ONFORMS ,TO' A5TM-A-SDl-68 SPECIFICATIONS. MEETS OR EXCEEDS MINIMUM YIELD 5TREN6THDFA6.DDO P.S.L WALL THICI<NES5 11 GA. F12D WALLJOR 7 EiA. [.lBO: WALL] AS'SPECIFIED. REINFORCED HAND HOLE 15 FURNISHED WITH [OV.ER, SHAFT 15 FURNISHED WITH 6RO,UND LUG 'LD[;A TED INSIDE POLE ON WALL OPPOSITE HAND -HOLE. FABRICATED FROM STRUCTURAL DUALITY HOT ROLLED STEEL. MEETS OR EXCEEDS MINIMUM YIELD ST,RENGTH OF 36,000 P.5.J: BASE TELESCOPES AND 15 CIRCUMFERENTIALL Y WELDED TO POl:E SHAFT" SLOTTED DOLT HOLES PROVIDE I" FLEXIGILlTY ON EITHER SIDE OF SOL T CIRCLE CENTERLINE. ' [4) .ANCHOR DOLTS FAORICA TED FROM HOT ROLLED STEEL OAR, MINIMUM YIELD STREN6TWOF SO.OOO'P,S,1. BOL TS HAVE "l" BEND ON ONE ENO'AND ARE THREADED ON THE OTHER END. GOl TS,ARE FULLY: 6ALVANIZEO AND ARE FURNISHED WITH TWO NUTS AND TWO WASH~RS. . . BA!iE COVER: FABRICATED FROM HEAVY 6AU6E QUALITY CARDON STEEL. TWO PIECE COVER 'CONCEALS BASE. ~I\iCHORAliE: FINI5H: pOLYESTER POWDER COAT. THE METAL SURFACE 15 PRET-REATED BY SAND OlAST PROCESS FOR MAXIMUM PAINT ADHESION, ELECTROSTATICALLY APPLIED POLYESTER POWDER TOPC-OAT ,15 BAKED AT 400' TEMPERA TURE FOR MAXIMUM HARDNESS AND . EXTERIOR DURABiliTY. . ~ . illJ.!& . .' , ' ~ ~g~~~~ 660 WEST AVENUE 0, PALMDALE, CA, '93551 (661)233.2000 FAX'NO. (661)233.2001 www.usaltg.com FR[-nU~'D JUL 2 5 200B F1.1 SNTS SERIES ENGINEERING [JA T A -~ '----4" Milximum EPA. Squilre Feet ------- .yc Catalog Maximum 100 MPH 90 MPH 80 MPH 70 MPH to . '-HAND Number Fix!. wgt. IB" HOLE 1~ SNTS 104-11 400 '16.7 20.5 26.1 33.4 0 [Z) -', SNTS 124,11 400 12.2 16.1 . 20.4 25.8 ~ HEIGHT SNTS 144-11 400 .9.9 '12:8 16.1 20.2 8"-1I'0IA BOLT CIRCLE SNTS 154-11 400 8.9 11.4 14.4 17.9. I SNTS 164-11 400 7.9 10.1 12.8 15.9 80LT ~ SNTS 184-11 400 6.2 8.2 10.1 13.8 PHUJECT![]N.", ': . !~" SNTS 204-11 400 4.8 6.2 7.9 . 11.6 .;:S~t.: "t>" 'co,' 1;>' SNTS 204-7, 450 8.8 11..3 14.0 17.4 , .~.:~.";-~'~'~ I:> .r> \?~-'" \:l SNTS 254-11 350 1.6 3.2 5.5 8.8 '8 '~~LT PrioJECTION SNTS 254-7. 450 4.3 6.1 9,1 11.2 ABOVE BRADE : --------- MINIMUM...,.~...3V.,. MAXIMUIVL......:J%" All, above design, calculations are bas,ed on sustained wind for'ces . plus additional 1.:3 wind gust . (Example, Pole rated at80 MPH withstands 104 MPH gusts) ORDERING INFORMATION II : MT'NG II ~'M II I~~;:L II 7-CJ !fLc:.{ I MODEL NO. : POLES . S POLE . WAL~ BOLT MICHQRAGE HElGHTTHICKNESS CIRCLE N 0104-11 10" 11 9:. 3/4"X1S"X3" 0124-11 12' 11 9' 3/4"X1S"X3" T 0144-11 14' 11 9: ' . 3/4"XIS'X3" 0154-11 . 15' 11 9' 3f4"X1S'X3' S 0164-11 16' 11 9' 3/4'X18'X3\ ,~64'11 IS' 11 9" 3/4'X1S'X3' 204-11 20' 11 10" 3/4'X24'X3' '0204-7 20' 7 1,1' 3/4'X30'X3' 02S4:11 25' 11 11" 3/4'X24"X3' 0254-7 25' 7 11' .3/4'X30"X3' MOUNTING 02 3/S"X4" TENON" PT23 02 7/S"X4" TENON' PT27 OOTHER TENON MT "--- O,'O::l Mq~:'90 ,A, 02.ISO.._ 04.90..+ 02.90...:.'- 03.,20.y 3-120 REQUIRES PT27 .AND T3120 ADAPTER' nll~tD . ~g~~~~ ~,;;---.. -"--, .,- -.- :F1-2 ," FINISH ODARK BRONZE OBM OMEOIUM SRONZE MBM DBLACK 'BKM OWHITE' WTM OSILVER SLM' OPTION; OPRIME PAINT PP. OGALVANIZED GLV OTHERMOSET POLYESTER POWOER PDR. SEEPAGE , FOR ADDITIONAL COLORS OPTIONS .,OPTIONS O'OUPLEX RECEPTACLE OUP o GFI RECEPTACLE GFI o 3 WAY ADAPTER T3120 , '0 1/2" COUPLING CPLN1I2 o 314" COUPLING CPLN3/4 . o 2" COUPLING CPLN2 (SPECIFY COUPLING LOCATION) SEE ACCESSORIES SECTION FOR OTHER OPTIONS, .' PRE..SUBMITTAL ~~CJD JUL 2 5 2008 660 WEST AVENUE 0, PALMOAlE, CA.,93551 (661)233-2000 FAX NO, (661) 233-2001 ww,,,,!.u,saltg.com. " , ,-, '~'L/THON/A L/GHT/NG' - Catalog Number TWIi ~CoM Notes FEATURES & SPECIFICATIl)NS INTENDED USE Outdoor storage areas, warehouse alldfactory perimeters and loading docks. CONSTRUCTION Rugged, corrosion.'resistaiit,Odie'cast aluminum. Corrosion-resistant external hardware iri. eludes slotted hex-head fasteners. FINISH Standard finish is electrostatically-applied, oven-clIred, dark bronze niOBl corrosion' resistant polyester powder paint- OPTICAL SYSTEM Reflector is specular anodized aluminum. Refractor is prismatic borosilicate glass which is sealed and gasketed to inhibit the entrance,of.outside contamin~llts, ElECTRICAL SYSTEM Electrical components are mounted in hinged front cover that in eludes primary and second- ary electrical disconnect. . Ballast: High reactance, high power factor for 35W alld 70-150W. Coristallt wattage au- totramiformer for 175-400W., Metal halide 150W and below are standard with pulse-start ignitor technology; super CWA purse.start ballast required for 2DOW, 320W and 35DW fSCWA option). Ba'llast is copper-wO\Jnd and 100% factory.tested. . Socket: Porcelaill"horizontally orierlted, sillgle-ellded bayonet nase socket for 35W low pressure sodiu'm;medium base socket lor 70-150W; alldmogul base.socket for 175W and .. above;with'copperalloy,llickel-plated screw shell and centerc ontac!.ULlisted1500W,,600V. INSTALLATION . Back housing is separated from frorlt housing, elimillating'ballastweight alld promoting easy handling. Top 3/4"threaded,wirillg access,"Back acce~sthrough'removable 3/4" krlOck- out Feed-thr'u wirirl9 can be achieved by usill9'a cOrldulettee, Mount on allY vertical surface. Not recommended in applications where a sprayed stream of water cail conie in direct conta'ctwith glass lens. LISTING . ULlisted,lstandard). CSA or NOM Certified (see Options). ULlisted for 250C ambient arld suitable'for wet locations. IP65 rated 1250 watt alld below) or IP54,rated (400 watt) irl accordance with IEC Standard 529. Specifications subject to change without notice. ORDERING- INFORMATION .'Specifications Height 15-3/4" (40cml Width; 16-1/4" (42,6cm) Depth: 8" (20.3cm) 'Weight 19,95113.59kgi *Weigtltas,configuredin example ~elow. ITYP'~ Wall-Packs TWH METAL HALIDE 70W -- 400W HIGH PRESSURE SODIUM 70W -- 400W LOW PRESSURE SODIUM 35W 8' to 25' Mounting For shortes11ead times, configure product using standard options (shown in bold). Example:'TWH 175M TB lPI ShinnJ'r1 im:tilllJ'rl in fixtllfH SF' Single fuse \120, 277, 347V\11 DF Double fus_e (20~, 240, 480V)1' EC Emergency circuitll QRS Qua~z re'strike system" QRSTD Quartz restrike with time delaylU,ll PE Photoelectric cell ~ button,type4,11,13 PER N~MA tWist-lock receptacle~'4 FS' Full sl1ield TP Tamper 'proof scr~ws . CSA Listed and JabeJed; to comply with Canadian Standards NOM NOM Certified {con~ult factory) ShinnJ'r1 -"J'nilriltJ'lv1S PEl ,NEMA twist-lock, photocontrol (120V/208V/240V) TWH I I I I Series I I Voltage I Ballast TWH -120 (blank) Magnetic 208J ballast Wattage 2407 CWI Constant Lnw prJ'SSlJrH Metal 177 wattage sodiumu l1alide 347 isolated 35L 70Mu4 Pulse Start Hinh orJ'-"SllrH 100M' 4807 -,~..",:.,..:"... , sodium I 150W lB' SCWA Super CWA 70S1 175M' TBVS "ballast. .' 100S 200MS 23050HZlO NOTE: SCWA ballast must be selected to cOrriplywith , 1505" 250M California Title'20 metal 200S 320Ms halideregulations,SCWA' 2505 350M; may also be ~equired to meet other states' 4005 4OOM' regulatiorls; Consult local authorities, NOTES: 1 Not available with SCWA. 2 Not available with five-tap ballast. '3 Operates55Vlamp. 4, Not av.ailable with 480V. ,5 Must be ordered with SCWA. 6 RequiresT-15,EO or BT28 reduced iacketlamp. Mustspeci.fyCWlforuseinCarlada. Optionalmulti.tap ballast (120, 20B, 240, 277V~; in Ca'nada (120, 277, 347V~ Optionalfive'tap ballast (120, 208, 240, 277:480V}. 10 Con~ult factory for available wanages. 11 Must specify voltage. Not available with TB orTBV. 12 Max allowable wattage lamp included. 13 Not available with 347V. 14 Photocell not illcluded. 15 Mayb_e ordered as arl accessory. 16Seewww.lithorlia.com/archcolors for additional color options. . 17 Black finish only. 18 Must be specified, . 19 Requires fielomoojfication wherl 'orde-red as'an'accessory. 'Outdoor I Options PEJ' .f'JEMA twist-lock photocontrol (347V) 'PE4 ,r',jEMA twist-lock photocorit~ol (480\1) PE7 ,NEMA twist-lock photo control (277V) SC Shorting cap for PER 'option VG Vandal guard WG Wireguard (blank) DNA ~Finish16 Lamp,a lPI lamp included lILP less lamp DBl DMB Dark,bronze Natural aluminum Black Medium bronze White Enhanced corrosion resistance Non-stick p-rotective coatingP DWH CR CRT PRE.SUBMITTAl REC'O JUL 2 5 200B Accessories Order as separate catalog number. TWHVG Vandal guard19 TWHWG Wire guarlP~ Sheel#:TWH-M'S-l 8M-200 " '-- TWH Metal' Halide Wall-Packs Coefficient of Utilizatioll ~nitial Footcandles TWH 175M Test report no. 94121101 - " " Coefficients of utilization , t ~~~\ ~ , Y--,.J 2}; 1 ) ~ I-'/.J ~\\ j :U~/"~\ r 1_/' l s . o 1 :2 Distance-in,units af mounting height 175W"metal halide lamp, horiZOrltal I~mp orieniation, 12' mounting height, 14,000 rated lumens. TOlaUix- tureefficiency:60.6%, ' . , TWH 2508 Test report no. 94121002 :oefficiet:lts of'utilization 2 E "\~-..:. .' '" . ~ 2.,f\})- '" 0 .g c 0 O' E a 2 ~ ~/../ 1 2 \', 'c 0 :3 c :J-i1ZA I . u c . ~ I' . '. ." I . is s o . ,1 2 3 "'-, . S . ,.; Distance in units of mounting height -Z50W, high pies sure sodium lamp, horizon-" tal lamp orientation, 12' mounting height, 27,500 rated lumens, Total fixture' effi- ciency: 70.9% TWH .250M Test report no 95011902, Coefficientsofutifization I I I I I" , Ff~ . I .~ ---~ '~s,l, \ I i ::=::: ~;12J. ',\ is 1:...--/ s~ ,I"' 0 '0 :2 3 -+ .; € Distance in units of mounting height.. '250W, metal halide lani'p, horizontal lamp orierifatibn, '12' mbuntingheighl, 20,500 rated lumens,.Total tix, ture efficiency: 76,90/0 . TWH 400~ Test report no. 94121001 Coefficients of utilization' I. . ,~, -1rJ% C-' . ' ,TWH 400M Testrep~rtna. 94112102 ~ ~ ;; ~ .~ , :E o' . ;~ o r '. , I 1 , .1 o Coefficients of utilization '. u , ,:~ , ~:/ 41'" - ,~_/j I 2 ( :~~/j.)'r 5~~ . A Y I) :2 3 ...' S. IS Distanc8'in units of mo~nting height .. . 400W: metal halide, E'18 lamp, horizontal lamp orienta- tion,-l2' mounting height, 36,000 ratflrllumens. Total fix- ture effjci~ncy:' 7D% TWH 35L Test repart'no. 94121902 '2 -:it "' ---- 2 ~, ~\,~~ E " '" '" .. '. 't~ .~ '-. &~' ~ '" 0 '" 0 0 .S .~ C 3 0 0 0 E 'E p1".....', .... a , ~}s. l: ,a 1: ,5 \ . ---" t 1 .~ f ~j,\ .- . 'c c :-/ ) 5 0 0 .S 3 c 3 . or I ;\ . u - .--' u 0 . 0 . . . ;;; /' . ! \.1 ;;; is --" .' {- is 5 0 1 , 3 . _so € So ,. 3 S. € "Qistance in uriitsof mounting height 400W, high,pressure sOdium'lamp, horizon'- tal lamp orientation, -12' mounting heigh't, 50,000 rated lumens, Total fixture effiCiency:. 70.9% NOTES: " " l_Photomelric data fOf other distributions can be accessed fro mthe Lithonia Lighting Web site. (WWw.lilhonia.coml , ~ L/T8DN/A L/GH17NG@ - An~cuityBrands Company : Sheet#:lWH-M~S-L @!9sgAcuityBrandsLighting,Jnc., Rell. 3/12/08 . '~ . Distance in' un}ts of mounting height 35W, low pressure sodium lamp; horizontal lamp orientation, 12' mountin~i" height, 4,800 rated lu~ mens. Total fixtur~.efficilmcy: 54,6% . Mounting Height COHee'i;;' Fa~iHlVllnAl REC'O lMultiplythe fc lellel by the correctio'n-1a~~r)\lU' 15 h. = .64 20h.=.36 25 ft= .23 JUL 2 5 200B ' <. (Existing Mounting Height )2 _ C t' 'f N . M ..... H . h - orrec Ion actor ew, ountmg elg 1 . '. " Lithoilia lighting Outdoor lighting One LithonillWay,Conyers,GA300l2 Phone:'770-922-9000Fax:770-918-1209 www.lithonia.com , "'"' JUL-16-2008 12:32 ;ade Title Company 541 485 0307 P.02 r ~ '- 111I1111~1111111111~11111~IIIIJ - =n CASCADE TITLE CO_ STATUS OF RECORD TITLE REPORT 4 TH SUPPLEMENTAL JOHN P. HI\MMER P.O. BOX ,~260 EUGENE, OR 97402 Our No: CT-0249399 Date: JULY 16, 2008 Charge, $200.00 Government Service Fee; $25.00 AS requested, Cascaae Title Co. ~has searched ou~ tract indices as to the follow~ng . described real property: ( A T T A C H SO) and as ot: JULY 9, 2008, at 8.00 A.M. we find' the following: Vestee; A4~ PROPERTIES, LLC, AN OREGON LIMITED LIABILITY COMPANY AND FOSSY, LLC, AN OREGON LIMITED LIABILITY COMPANY Said property is subject to the following on record matters: 1_ Taxes for the fiscal year 2008-2009/ a lien not yet payable. 2. Easement for.power line granted Mountain States Power Co., by March 8, 1929, in Book l6l, page 236, Lane County Oregon Deed (Location undeterminable) instrument Records, , l.e.coroed 3. Easement for power line granted Mountain States Power Co., by instrument recorded March 8, 1929, in BOOK 16l, page 2361 Lane County Ore~on Deed ReCords. (Loc'ation undeterminable) ~. Easement, including the terms and p~ovisiDns thereof, granted.to the City ot Springfield, recorded July 21, 1977, Reception:No. 77151Z2, La~e County Official Records. 5. Easements, conditions, restrictions and notes ~hown, set torth or delineated on the recorded plat. continued- MA~N OFFICE * 811 WILLAMETTE ST. . EUGENE, OREGON ~7401' PH: (541) 587-2233 FLORENCE' 1901 awy 101 - S, 2 . FLORENCE, OREGON 97439 . PH, (541) 997-8417 EUGENE PAX. .185-0307 - E-MAIL; info@easeadetitl~.eom * FLORENCE ~AX: 997-8246 PRE.SUBMITTAl RECIO JUL 2 5 200B JUL-16-2008 12:32 ~ade Title Company 641 486 0307 P.03 6. Covenants, conditions and restrictions, including the terms and provisions thereof (but omitting a~ycovenant condition or restriction' based on race, color, religion, sex, handicap, familial status or national origin unless and only to the extent that said _covenant (a) _is exempt 'under Chapter 42/ Section 3607 oj: the United States Code or (b) relates to handicap but does not discriminate against hanoicapped,persons) in Declaration recorded April 17, 2002, Reception No. 2002-. 030124, Lane Co~nty Official Records.. 7. Improvement A9~eement, including the terms and provisions. thereof, Notice ot ,potential Assessment Lien, between oakway Golf, Inc., and the 9ity of Sprinsfield, recorded ~pril 19, 2002, Recorders Reception No, 200~-030595, Lane county Official Reco~ds . 8. -Development and Easement Agreement between Oakway Golf, Inc. and paiSley, LLC, recorded November 8, ::z.002, Reception No. 2002~Oa'7B5" Lane County Official 'P..ecards. NOTE: 'Taxes, Account No. 1688678, Assessor's Map No. 17 ~2 31 1 1" #100, code 19-0,0, 2007-2008, in the amount of $7,496.81 , PAID IN FULL. This report is to be utilized for information only. Any 1.;ee of this r-eport as a basis for transte:-r:ing, encumbering or foreclosing the real prope~ty desc,ribed will require prior notifica~ion to the u~dersigned and payment in an amounc equivalent to applicable title. insurar_ce premiums as :requ.ireo. by the rating ,schedule on file with the Oregon InsuranCe Division. The liability of Cascade Title Co. is limited to the addressee and ,shall not exceed ,the premium paid hereunder. CASCADE TITLE CO., by: /2 sm/Title Officer: BOYD STEELE cc: OLSON AND MORRIS ATTN; SCOTT MORRIS EMAIL: ScOTT@OLSONANDMORRIS.COM PRE.SUBMITIAl REC'O JUL 2 5 2008 JUL-16-2008 12:33 r 'sade Titlg Company 641 486 0307' P.04 PROPERTY DESCRIPTION Lot 2 of KAMMER INDUSrR1AL P.4RK. as platted and recorded on April ~7, 2002, Recorder's Reception No. 2002-030122, in Lane County Oregon Deed Records; EXCEPT; Beginning at the South~est corner of Lot 14 of saidHA~MER INDUSTRIAL P,ARK and run thence along t:.he Nesterly boundary of said :tot N"orth 5~ 36! 0,0" East 312.11 feet; t11ence North 270 20' 3411 West. 4.4-.53 feet to a point en ::he Southerly right of way of rnduscrial Avenuei thence leaving said LoC line and runnir.g alor.g said Southerly right of ',^'ay along the arc of a 535.-00 foot radius curve to the ri~ht, t.he long chord of which bears South 69Q 59' 3011 West 28.59; thence 'leaving said right of way South 50 361 0011 West 337,'12 feet; thence S.outh' 840 24 p 00" East 50.00 feet to the place of beginni~g, in Springfield, L~ne county, Oregon. PRE.SUBMITTAl REC'D JUL 2 5 200B TOTAL P.04 RETURN TO CASCADE TITLE CO. , - ,.-. CASCADE TITLE CO. / Division of Chief tlepuly Clerk Lane County Deeds and Reco~ds TIlLENQ. 0257415 5\/ ESCROW NO, mJOs..()l3s TAX ACCT. NO. 1688678 MAPITAXLOTNO, 17-02.J1.1-1-100 1IIIIIIIi ~ 11111/11111111111111111111111111111111 00914939200600074960020024 RPR-DEED Cnh' Sln:6 c~aiM/~~8 03:50:41 PM $10,00 $11.00 $10.00 2~08-~~7~9D "- $31.00 WARRANTY DEED - STATUTORY FORM OAKWA Y GOLF, INC., an Oregon CorporatioB, Grantor, conveys and w~ants to ACR PROPERTIES, Lie, an OregoIl Limited Liability Company FOSSY, LLC, an Oregon Limited Liability Company, GralJtee, the following: described real property free of encumbrances except as specitlcally set forth herein: SEE EXHIBIT A WmCH IS .MADE A PARTHEREOF BY THIS REFERENCE BEFORE SIGNI~G OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD Il\QUlRE ABOlrrTHE PERSON'S R1GHlS, iF A.I\IY, Ui'o'OERORS 195.300,195.301 AND 195,305 T9 19S.J36 AND SEcnONS 5 TO 11. CHAPTER 424, OREGON LAWS 2007. TH(S INSTRUMENT DOES NOT ALLOW USE OF,THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THt PERSON ACQUIRJNG FEE TITLE TO THE PROPERTY SHOVLD CHECK WITH TIlE APPROPRIATE an OR COUNTY PLk"iNING DEPARTMENT TO VERIFY THAT THE UNIT OF LAND BEING 'fRA1'\;SFERRED IS ALAWFULLY ESTABLlSHED LOT OR PARCEL, AS DEFl~ED 1.1," ORS 91.010 OR 215.010, TO VERIFY THE APPROVED USES OFTHE LOT OR PARCE:L:, TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES, AS DEFINED IN ORS 30.930, AND TO INQUIRE ABOUT TIlE R((:;"T5 OF NEIGHBORlNG PROPERTY OWillERS,lF ANY, UNDER ORS 195.300, 195.301 AND 195.305 TO 195.336 AJ',"l) SECTIONS 5 TO 11, CHAPTER 424, OREGON LAWS 'Z007. EXcept the following encumbrances: x The true consideration for this conveyance is $ Other Consideration Dated this If day of -Fi. ~ 7('1/19" .. _ _ .fYY\h- , HAMMER, PRESIDENT State of Oregon County of LANE This instrument was acknowledged before me on ~/,.r"_ 'i. 4/ HAMMER, PRESIDENT <if OAKW A Y GOLF, INC., 011 behalf of the grantor, <:/d ~Y::7 /" (N~lary Pu~rOn;gori) My commission expires /'--7" ~r , 2008 by JOHN P:' (I) OFFIClALSEAL - SARAH J VAil :. mTAf\YPUBUC.OREGON ~ COMMlS:S:ONNO.423~25 -- MYca:mJlSSHNWH/ES,V,NI.I1RY7,2012 OAKW A Y GOLF. INC, p, O. BOX 2266 EUGENE. OR ,97402 GRANTOR'S NA!'JE Ai\1D ADDRESS Until a change is requested all tax statements shall be sent to the following address: u.SAME AS GRANTEE." ACR PROPERTIES, LLC 555 UNCOLN STREET EUGENEL2,R 97401 GRANTEE'S NA:vfE AND ADDRESS. After recording return 10: CASCADE TInE co. Sll WTLLAMETIE EUGENE, OR 9740t PRE-SUBMITTAL REC'O JUL 2 5 200B WRE ,- ~ . Exhibit lIA" ,f PROPERTY DESCRIPTION Lot 2- of HAMMER INDUSTRIAL PARK, as .platted and recorded on April'l?, ?002, Recorder's Reception No. 2002-030122, in Lane County Oregon Deed Records; EXCEPT: Beginning at the Southwest corner of Lot 14 of said. HAMMER INDUSTRIAL PARK and run thence along the' Westerly boundary of said Lot North 50 -36' 00" . East 312,11 feetj thence North 270 20' 34" West 44.53 feet to a point on the Southerly right of way of Industrial Avenue; thence leaving said 'Lot line and running along said Southerly right of way along the arc of a 535.00 foot radius curve to the right, the long chord of which bears .South 690 59' 3'0" West 28.59; thence leaving said right of way South 50 3'6' 00" West 337.12 feet; thence South 840 2'4' 00" East 50.00 feet' to the place of beginning, 'in Springfield, Lane C?unty, oregon. 'ilM;.;.!. :.,J.iI:li.lll.III,li:,lli 1I~ IIIW" ,'11.111 . ,1~.llli ,III. . III. I. . I II I~I I II I PRE.SUBMIITAl REC'D JUL 25 2008 'I I illll III '.1 III. IIII .111 I I , '" 10/08/2007 08:29 FAX 541 736 1021 10/04!2"U07 09: 37 FAX 541 ~8S 3 . I, !i.' ,j. CiTY OF SPRINGFIELD PW . OLSON & MORRIS I4i 004 ({!] 00<< ::~ ,i,_ "'. " " .: ..' i:,: ., .. ,~ - -. - .. SPf;lINOI=te:Ln ." ,~~,~::r';:;>i" '.. . " . PUBUC WORKS DEPARTMENT / Engmeenng DIVI~10" Phone: (541) 726-3753 Fax: (541) 736-]021 STORMW A TER MANAGEMENT SYSTEM SCOPE OF WORK ',__ (Atall bel<"I' tlli..alle.filletl ,Jill by AppUcalll) ----" (Ple"S/< ,,,Iurn 10 Mati Slfluuet@CiIy of SprincF,,!/d Public ffotks Engineering; F= II 736--1011, Plrolle # 736--1035.) . Project Name: L= z /.... JJS J,.:~ I /!, rJ, Applicant: ~' ~ '-(' / ,.(J"." r /'1""" , Assessors Parcel #: ,. _ ,,<. - 10 I-/( _ I" c: Date: 10/11 /.-1, Land Use(s): Irl j" _ /k~v"\ I... J~, l..,-.:":' 1 Phone #: '? 0'1. - ,,~ " c Project Size (Acres): 4. '2.4 4<<r< <, Fax #: 4~ \. - ~ z. S" ?. Appro;l:.ln1pervious Area: '3. "0 J!kr~"> Emall: ! CoTr e 0 ((.,,, "~J"",,.U';'<. . (.0.- , " . , ' , , Project Description (Inolude a copy of ^SS~S5or's map): f-/6.. I-k-v,\ ~J~.!v,.'~ 1 8..:, /..I....) .;../-1.. ....:..1 J.'f (-4 7e-......~.+> _ Drainage Proposal (Public conlll,etion(s), discharge toeation(s), etc. Attach additional sheet(s) if necessary: ,.c,.....~~-k. i-:''"'~Gl....~l:ry ~..j.............-r. ~ 1....1-.:. e'l'Fj.j,~) 5./0,....... s-h..J,., .J- P"'f.v~. e-"r;r-,;/'" fJtJ....J~ Si-....J +0 frd.J;~ ^,DL:"'~''''1 OL~.h.;'~ f';,r (7"0', ~ ,-or-. Proposed Stonnwater Best Management Practices: i?~i) 5--:"'t.... ~ u........ Go % P<>v':') 1:S~-;"'" "> ....,}t.. 1...,.....-4. ('~......:"J....... Ovt./ . '::"t._~ c~h. '-- _ (Art!(( be/o/tfi ,lri! Itru n.//ed out hI.' tht!_ eft? and ReturJl.t!d fIJ tilt! A1!.nllca,t'l- (At" 11I1'1lmu"" all boxes checked by Ih. City on Ihefronl and back uf/his sh..1 sh<I1I b. ."b",iaed for <In applicatlolltO be comple/e/or .uoml/la), although oth61' ,equirements I1Icry be necessary) Dralna!!'e StudY Tvoe rEDSPM Section 4.03.2" {Note. UH may be substituted for Rational Method'l o small Site Study - (use Rational Method for calculations) o Mid-Level Development Study'- (use Unit Hydl'ograph Method for calculations)" . iii FulI Drainage:: Development Study - (UllO Unit Hydro graph Method for ca'culati~ns) Environmental Considerations:. fi Wellhead Zone: S." . ~ -,;-J ry, ,.-:' Ilil Wetland/Riparian: ~ Soil Type: Downstream Analvsis: iii N/ A o Flow line tor Slarting wat<:r surface elevation: o Desigu HGL to use for starting water surface elevation: o Manhole/Junction to take analysis to: eI Hillside Development: 11/ FloodwaylFloodplain: IiI- Other J urisdietions: i , , Relur.. to Mlltt Stouder!ii:t City of S'lrinefield. en,all: mstouder(ii.,ici"Tlrin~fie]d,or.us, FAX: (541) 736-10:21 Updated 12/812006 Brenda Jones PRE.SUBMITTAl REC'O JUL 2 Ii 200B 10/08/2007 08:29 FAX 541 736 1021 10/04/2007 09:37 FAX 541 485 3' :, .' .,., CITY OF SPRINGFIELD PW ULSUN Ii< lllUIUUS . ~005 I(!JUU~ COMPLETE STUDY ITEMS I ~or om.11II u.. Only: ~f lll' Bosed upon the information pr.ovlded on the front ofchi,'i sheet, Ihefollowing-,.eprttsel1/s (J ",inimum of what Is neededfol" an applicalion 10 be complelelor submit/al with reJpecllo drainogo; however, Ihis list should not be usedJn lieu of the Sprillgfield Dwelopmellt Codo (SDC) or the Clry 's Engineering Design Manual, Compliance wilh these reqU/l'em~nls dOeJJ nOt constllute sll. approval; Addillonal $Ite specific informalion may bit rt1qUlrsd Nols: Upon sCQptng shee/Submllto/, ensure completedform has b~en signed in ehe space provided below: --Ii ~ Interim Design StandardsIW.ler Quality (EDSPM.Chapter 3) ~W~ . . 1if 0 All non-building rooftop (NI3R) impervious surf""es shall be pre-tr..ted (e,g. multl.ch.mbered catchbasin w/oil filtrallon media) for slonnw.Ior quali1Y. Additionally, a minimum of50% of the NBR impervious surface sholl be treated by Yegcblt~d.mcthDd~. o Wher. required, vegetative Stormwacer design shall be consistent with interim design slandards (EDSPM Section 3.02), set forth by tho Bureau of Environmental Service. (BES) or Clean Waler Services (CWS). .. For new NBR impervious area less than 15,000 square feet, a simplified design approach may be followed as specified by the BES for vegetative treatment. ' o If a stonnwa1er treatment swale i. proposed, ,ubmit calculatiuns/specifications for sizing, velocity, flow, side slopes, ~ bottom slope, and seed mix consistent with either SES or CWS requirements. __ Waler Quality calculalions as required in Section 3.03.\ ofthe'EDSPM . o All building rooftop mounted equipment, or olher fluid containing equlpmenllocatedoutside of the building. shall b. provided wid, secondary containment or. weather resistant enclosure. Ceneral St"dY Requiremants (EDSPM Se<:!ion 4.03)' . ~ 8 Drainage study prepared by a Profussional Civil Engineer licenied in the stale of Oregon. . IQ, A complete <;Irainage study, as required in BDSPM Sl!ction 4.03.\'-including a hydrological study map. fj1 'B Caicu.lati~ns showing sY~lem cap'acltY for" 2-ye..r slO'rm eVenl and overflow effects of;' 25-y.ar storm event. ~ The time of concentration (Tc) shall be determined usIng a 10 mlnulestart time for developed basins, Review of Downstroam System (EDSPM S..tion 4.03.4.C) o /i1o A downstream drainaf.. analysis as described in EtlSPM Secdon 4,03.4.C. orl-slre dreinage, shall be governed by the Oregon Plumbing Specialty Code (OPSe). o !l Elevations oflhe HQl an<;l flow lines for both city and private systems where applicable. _Sign of Storm Systems (EDSPM Section 4.04) . . . o Flow lines, slopes, rim elevation., pipe type and si7." clearly indicated on the plan set. o Minimum pip~ cov.r shall be 18 incbes ror reinfOrCed pipe and 36 inches for plain concreto and plastic pipe mm:erials, or proper engineering calculalions shall be provided whcn leas. The cov.,. shall be sufficient to support an 80,000 Ib load wllhout failure or the pipe structure. D jII Manning's "n" values for pipes shall be consistent with Table 4-1 ofth. EDSP.. All storm pipes shall be designed to achieve a minImum veloclty of three (3) feet per ,eoond at 0.5 pipe full based On Table 4.1 !'" well. riJ o IU Other/Mi.e i8 0 Existing and proposed contour" located at one foot interval. Include spot elevations and site grades showing how site drairls M. 0 l'rivate scormwatcr easements sholl b. clesrly depicted on plans when private stormwaler flows from one property te another- o ~ Drywells shall not receive runoff from any sumce w/o being treated by on. or lT1oreBMPs,with lhe eKceptlon of residential building root. (EDSP Section 3.03.4,A), Additional provisions apply to this as roqutred by the DEQ. Refer to the website: \VWw,deC1_.';;;ta1e.0I'.1J~/wCl/!~I'ollndw3/uichome.hcm for more infonnntion. o Il!!t Detemion ponds shall be designed 10 limit runolfto'pre-development rates for the 2 th.rough 25-year slonn events *TIIlsform fluJll be included 0,' anat'tacllmcnt, inside thefront cover, of the s(oimwaler studJl l . IMPORTANT, ENGINEER PLl:."ASE: R5AD 85LO,"" AfV/J SIGN! As 1110 ."glneer OfreCOi/d, h....by cenil)> Ihe above required items are compl.te and lrlcluded wirh the.. submitted srormw..ter sludy and plan set. vi '. '. Signature: . IL---- Date, '7 /2L In ;: I' ( . I I Updftled 12/812006 Brenda Jones PRE.SUBMITTAl REC'D . JUL 2 Ii 200B ~'j . .. L.B.OLSON & ASSOCIATES INCORPORATED Consulting Engineers, Land Surveyors Urban Planners 380 Q Street Suite 200 Springfield, Oregon 97477 (541)302-9790 Fax: (541) 485-3253 Storm Water Design Report Projcct: Date: Designcr: Typc of Projcct: Lot 2 Hammcr Industrial Park July 23,2008 Wade R. Holaday, PE Commercial Proiect Ovcrview Construct a 50,000 square foot commercial building with required access and parking areas. The project consists of 4.16 acres, which is graded into two drainage sub-basins, the first of which has 2.27 acres that will flow through a bio-swale prior to entering the existing IS-inch storm sewcr stub. The second area consists of 1.89 acres that will be drain through filtered catch basins prior to entering the same 15-i;lch stub. . ., Pronosed Destination The drainage from the site will be directed to an existing I5-ineh storm sewer.stub that was installed as part ofthe Industrial Avenue project. Prooosed Pollution Control Facilities A bio-swale will be constructed along the northeast section of the project to vegetatively filter more than the 50% ,of the new impervious area. The catch basin for the remaining area will be a catch basin with a fossil filter insert. Pl"Oicct Site Data PRE-SUBMITTAL REC'D JUL 2 5 2008 . East Area West Area = 2.27 ac. (bio-swale) = 1.89 ac. (filtered catch basins) Water Quality Intensity = O. I 9 inchcs per hour (Rational Method) Peak Flow Intcnsity = 1.4 in/hr (2 yr, 10 min.) 2.4 in/hr (25 yr, 10 min.) Run off Coefficient = 0.90 (Commercial) Water Oualitv Flow Calculations -""~~ "._ ,<" '''l~, rjf{l!.c~;" .. ". ~~~.~~SI ~ ~ ~vlr' f:p "~" A-', ,\,_ .,,~"":""~>-d, (,/ .~.'"\. pr- G 1 N € .....,.:...,,,,," ,. .,,:,.. \' ...\.....,' ....!',. "7~__ ~,~ .~..-'~, '<if v " '"'''' \ Q::' 1 19202 ~-- j . 'V~~~~ OnEGON~7i' 4:'\.<1. >I~" -' I M1~.....~~~t>./~~~:, v,~ r, ,_~ V:;-) ',;9 <... f-:Vr""-~'l \_h '\~ ./ .'~",Li~~;;;:"'''' Qw = 0.90(0.19) 2.27 = 0.39 efs QE = 0.90(0.19) 1.89 = 0.32 cfs Peak Flow Calc.uJations Qw = 0.90(1.4) 2.27 = 2.86 cfs (2 yr event) Qw = 090(2.4) 2.27 = 4.90 cfs (l0 yr event) E'/C/ "b - :30 'O"! .:;. QE = 0.90(1.4) 1.89 = 2.38 efs QE = 0.90(2.4) 1.89 = 4.08 efs Bio Swale Flow Summarv Bottom Width = 2 foot Channel Slope = 0.50 % Channel Length = 305 feet Water Quality flow velocity = 0.21 fps Contact Time = 24.2 minutes Water Quality flow depth = 0.52 feet PRE.SUBMITTAl REC'O JUL 2 6 200B c Worksheet for Trapezoidal Channel - 1 ,p~~~tb~E~~~1~~Kt~~~;y;{~"k;f~}2:;~~j~!1i~L~"~~~~~~ij~-'~~1V~~'q Flow Element: Friction Method: Solve For: Trapezoidal Channel Manning Formula Normal Depth ~'-" "'_."-'. .'~l',^"""",-"",~,_" 'r'.'=",;-~", .,~'- -.,--'''''- +"....'".."'..~".;'-,.- '-~-,..,,-.:,-:,"''''''-.'I- ,,,,",,-,,",,,~,,,,,,,-....u..ttJ '"' ;"t'D-t'~' ----"". "''4~. < ,-' -' .-~' '~,.,.\,"-:<"'-'.>!& ,~,t .,.~' ~';:"'~.~ ,-"'-.. " 'A'_~":"",." ~ ''i:~,.\- ,d,q" -, <'.-" "",,~,N(t;t._,~ .<<;" Cd'. ~. np"'u_L.~~Iib:~~f;E~,. rj~~,~", .~t..~..t~..Jl..-C 1I~~_ J.;'l.&r,~~':!L\!t."( -~,~~~~:;:;.,,''t.'. Roughness Coefficient' 0.250 Channel Slope: 0.00500 IVft Left Side Slope: 3.00 IVft (H:V) Right Side Slope: 3.00 IVft (H:V) Bottom Width: 2.00 ft Discharge: 0.39 ft'/s Normal Depth: 0.52 ft Flow Area: 1.86 ft' Wetted Perimeter; 5.30 ft Top Width: 5.13 ft Critical Depth: 0.10 ft Critical Slope: 2.07608 IVft Velocity: 0.21 IVs Velocity Head: 0.00 ft Specific Energy: 0.52 ft Froude Number: 0.06 Flow Type: Subcritical ;GVF.'ln=put]Daili'ftlir!tJ~~"'i~,i:"j'f<;Z;1\~;''''''"-'I;,.~' if.....q,""'.--'.''''' ".~;;.;\1,'_"'4";~".~~:ii!}."'.,.~"" ~,~'.~ _w -'''_H'~''~''' lL~:'.lF~~(~,-",,~~:i~ '"",--,~~."" '~, .~:,~,,,~,,_;,:t~-;<'j~:,,"~=4'~~~~ Downstream Depth: 0.00 ft Length: 0.00 ft Number Of Steps: 0 Upstream Depth: Profile Description: Headloss: Downstream V.elocity: Upstream Velocity: Normal Depth: Critical Depth: Channel Slope: 0.00 ft 0.00 ft IVs IVs Infinity Infinity 0.52 0.10 0.00500 ft ft IVft PRE.SUBMITTAl RECtO JUL 2 5 200B - S~O'i't.. )'.\ -2' BOTTOM WIDTH-, WIDTH VARIES ~ c...Q, C = rlCD NS ~~ 8A:J co rT'1 ('") o BIO- FILTRATION SWALE DETAIL N.T.S. NTS ~ '-', rPROPOSED PAVING l Iff ,f" :7' :7' ,f" <<" 1" :f' J ;",~",,,~,,,,,,,,,,,,,,~,,,,,,,,,,-, ~" . . &jor lWNAG . m E STRUCTURE TABLE 12" Fl... (E)-H192 :>reo", lS"fllN(SW)' 12"n.OOT(W)-i7J.47' lS"' ....11.S2 RIID-lY.-m.e:2 Rlll~n~(NW)""'71.82 U-I:.T.-4n.0:t Ml Yi 11 lS: fllN (sw)-471.87 ~l.t ~n~ (NE}-471~S7 1:.LL.,-4n,Dt I\!J iii LEGEND ce,ll ~~_~S,b~E)-4H,57 #' _ Fl OUT (E)-47S.92 callI "#2 CPATE-477.42 6- fl ouT OO--47S.36 ~~_~4J~E.)-47J.2S " /7 GAATE-476.86 ~ftOUT{E)-475.56 cs 112 JE--477.06 "fl " /3 ca/8 CPATE.%'S.~~...m,1l2 S"ftOUT(E)--47S.52 S" FlOOT (N)--475.J(; callJ GRATE-477.43 GRATE--476.86 ,ofl GRATE~(E.)-47S,<< ,." csl4 ca/, CSI14 S" ftOUT {E)--475.54 2" flOUT (S)--47UO 6"Ft . . GRATE-477.48 GAATE--4H.JO GRATE~6.~--475.4-4 " /5 callO cal15 6" Fl OUT (E)--475.52 20 Fl oor (S)-4n.80 2OFLOUT{N)--475.22 GRATE-477.02 GRATE--4H.JO GRATE-476.n 0-:. EXISl1NG lITUTlES " & CAS) \"E.TV. PHCH:.Elf r- - --( '''S'NG CULIrn _12"'1":""""" EXISTING WATER UN[ EXIST1NC WATER IolETER PRa'OSED WATIR I.IETER EX511NG WATER VAlVE EXlSTlNGFlREIiT'DRAh'T EXlSTINGWASTEltATIRS'Y'STE),I PROPOSED WASliWATIR S'\"SiEY EX511NG, STORW 0RAItW;E S'1S1Ut EXISJlNGClliNOOf PRa'OSED ~ WJJ~ SYSInl a PROPOSrn CATCH ~ o PROPOSrn N6 Ofl),IN 121 EXISllNGc:t.mtilfT * ElOSllNGsmmu,," IT] EXlSTINGlVPfIlE5TAl [fJ EXlSTING llliPHON[ f"EIlcir,1,l o EXlSTlNGElfCTRlCAlvAULi [Q] EXlS11NGGASRlSffi 1Il r-~" EXlS11NG GAS VALVE \,'..JElOSllNG SlREI7 7R[[ ',' l I , , 1 ____UllL- ~OCO Is' Rlt.I ~ nc;m (N)--47J.87 I:.LLT.-477.82 sr co 16 ~O~~M(N)--474.14 .--4n.20 " ST co 11 lS" Fl em {N)..472.27 RlW UEV._477.34 ST co 12 lSo Ft em (N)--472.67" Rill ~.-4n.72 . SfCOIJ 12"Ft Rlllnn~(N)""'7J.07 1:.LL.,..4n,14 sr co 17 "fl Rll.t~(NW)--475.0S ,--477.72 ; Sf co 'S ' ~~n~(N)"'474.42 1:.LL..--478.25 STOO" ~O~~1XJT(N)...m.72 .--477.63 'J I ,. """",I 20.00' ' EX. 10' X 20' P.U,E. P.U.( f- -~-~_ ~-. I ---~ -.-j :;<< i!-,.... - - 0--0.... @--,,"'- .C);) ! -_.J l '-- 8~ -.... ci~ NO; -r. --_ I .- TL1700 I.W' 117-<12-32 22 LOT 1 Of I-WoIlJER INDUSTRIAL PAAK I i JI , 11. 1600 - loW' 117-02-.)2 22 HAMlJER ~~ PARK .- -., '------ - - l . =-;, fX;,IO'_XlSO' ~ ~,l,Jr r -I _...----~/ <> 11 fi ;;; g. 0 i' '" ca ; 4-13 ~.e~ :~~ _EX. 75.00' ~,fOW ~- 1 '1.200 IoIAP 117-02-31 11 lOT 3 Of I-WoIlJER INllUSiRlAl PAAK /" _7 . L ~ Sl:.fiL.J.....xJ. .J()' F'- .J()' 60' ----'l o CD ST CONSTRUCTION NOTES 400. CONST SID 41J. COHST Dl..W. = ~ Wl'lHOlL ' FLlER 1hSERT}S ~CATDl BASlHWITH FOSSL C7, OCTAL REFrRTOSHEfT 414, CONST 0l..W. cw.wll[R 415. REFER TO SHErr C7. CATDl BASIN}S PER DETAIL CONST 0l..W. CHAI.IBER CATCH ~ PER DETAl. REFER TO BASIN VlTTll SlJI,l?PUWP #4. CONSf BIG SfN.E ~ PER SIfiT C7, ca, RUrR TO g.m OCTAIL REfER TO OODl"'ENSltliF'l.NilA-2FORDETAlLED~ -<<5. COHST SO ROUND ROCI( <<6. CONST 100 P'/\: ST ' SPlASH PAll, -447. COHST 4" COfK:.RfJE'NC! PIPE ,!IGAATE FOR CM:RFlOW PAIl W/S" CURB ON ::: 1 muSHED ROCK SPlASIi 450 TO SHEET C7. S1l:E.S PER DETAIL RfITR , CONST S1D CI..f).'KllJT 475, COHST 2" Sa-tEDU ITTIi CAST IRON UJ - 47a. CONST 6" STORW LE 40 PRESSURE PIPE. ' RUEHR G.ISlCET DRAIN PIPE, AST\l [)J()J4 VlTTll 479. COHST SO STORW JOIh'T'S AND TRACER WIRE. GASKETJOII(TS~HDPEWlTHRUBBER 480, rom IO"STtlRt./ WIRE. GASXET JOIKTS 00 ~~~PE..,~ WITH RUB8ER 481. roNST12"STtlRt./ I".....", IU.. GASKET Jah'T'S Nl)~PE. tIJPE'WITH IMJBER 4ll2. CONST lS" STORt.l ,WIRE. GASKETJOINTSNl)DRAI~~EVlTTllRU8llER DRAINAGE BASIN AREAS AAfAA - 2.27 ~ to B10-SWAI.[ AAfA B - 1.89 ~ to WATER QUIUIY""""'-' TUfAl ORAlH,I,GE MEA, - 4.16w:Rf.S AAfAAFlO'ltl'SltiTOTHEP . TOENTERlNGTHEPlPED ROPOSEDBIOSWAl.EPRlOR FORTHESWALElEHGTHS"I'STIll,ANOllEETSTHE CONTACT T1I.1E or 9 l.tIN~~OO fEU N1NIWlIl.t OO~ENTS AAfA TREATm BY XTRfATEDBYsw::n -2.27N; - 54.S X PRE.SUBMITTAl RECID JUL 2 I) 2008 w .E ~ ~ ..=: ~ ~> ~.S ~ 8 g'U) U~~ 0<3 Cf) ~~~~~ 8 .~ ~~>l~ 5 ~ ~~~i ~ ~nil r = ~~ I~~~~ ~ f..- a i:l., ~ o 2' f- a ..., l=1 '0> ro a p:; .t <D......CIl bJl 0 ~ ;>> ro'-"'1'"d ] .S ~ 0 cd ~''"""1 t.::l .., 0 ~'-'I f..- !- <Il S ~ ~ .8 ~ ~ UJ ~ ~ g> 0..; .~ ~ 0-; ., ~ ....:, I ~ ~ .~ ~ ~ ~ t ' w w W ~ a ;;! Cl g: ~ :;.:;; ):. ,,'" '" '" 1:i Cl Cl Cl > W W W . . . ~ w w ~ ~ ~ ~ " " u Vii z' o ;nl ~I .......", SHEET C6 of 8