Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Application APPLICANT 10/24/2012
o ;City of Springfield SPRINGFIELD Development Services Department 225 Fifth Street Springfield, OR 97477 / Site Plan Review ;Applicant te Plan Review Pre-Submittal: ElMa-or Site Plan Modification Pre-Submittal:te Plan Review Submittal: x❑ Ma-or Site Plan Modification Submittal: 10 Name: Giustina Resources Phone: 541-485-1500 Company: Giustina Resources Email: Address: P.O. Box 529, Eugene, OR 97440 .r.-;,,.. _.,..a... z-s._s:.__.c._,....x ...v_n_.v_roc...sr.'..ire.-.ix.u_ '�_:,.�,_.�._i.:s_.ws.e:.�m�.x°h..^�.•,raa.__,t .."+.0 km5n�+'.dc-H,�x .e ,ie...�,a�.o--s:m. Applicant's Rep.: Scott Stolarczyk, AIA Phone: 541-342-8077 Company: Robertson/Sherwood/Architects pc Email:sstolarczyk@robertsonshewood.wm Address: 132 East Broadway, Suite 540, Eugene, OR 97401 '..,::R x,: ::�::. s =t=�-:y' • t.,r"!'o.-b xF rvrnz'.Sxx a.....i:Y'i vtvs ,rvl s....w- x6 'a.r R. v.:iYtivW.i.yN n:.Layq nig.. .. .'+e _ Property Owner: Garfield Associates Phone: 541-485-1500 Company: Garfield Associates Email: Address: P.O. Box 529, Eugene, OR 97440 .U..::..,aha,_.�'. ..: ...aS .... ...Y".n.x�'4F'•i.!Aft"..[' r.l.r k. ✓x'.s..a+.}p+:". 1Y1..S..a '#.x.5._wl ..v Self:... .',i.RY.YxA.i Mfu JY9 .v... :Tv ...:. ASSESSOR'S MAP NO: 17-03-15-40 TAX LOT NOS : 3600(Liberty Professional center,tot 5) Property Address: 200 International Way Size of Property: 1.6 acres t Acres ❑ Square Feet ❑ Proposed Density: n/a Proposed Name of Pr M'.- Office building Description of If you are filling in this form by hand, please attach your proposal description to this application. Proposal, Office building Existing Use: Vacant p New Impervious Surface Coverage (Including Bldg. Gross Floor Area): sf r Si natures: Please si n and print your name and date in thea propriate box on the next a e. p ``• Associated Applications: C�C J I lJ/l/ l r"^' Signs: Pre-Sub Case No.: 1 Date Revie d by: Case No.: Date: eviewed b /� Application Fee: SOS S Technical Fee: o� Posta a Fee: 031 TOTAL FEES: U ! r Date WWOW UMBER: SI2- 000(61 § CC WEl11:iG'$;r5d,5.i .�"£Ril.3e} .if` `Y.>�'.CC:um,a,°&t.'S+'4Y'm'k5T'i✓tE�N.QSG"�'frt147Y$"#yde'd#dprd:.4",:db^3'..IBYi.24M`SJYfi II'43924SS�'.AIiC^»M1'%'S.'.".44i::".M1ill Revised 2/27/12 EMM OCT" 2 4 2012 1 of 11 r. Original Submittal JL O 0 Owner Signatures This application form is used for both the required pre-submittal meeting and subsequent complete application submittal, Owner signatures are required at both 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 for scheduling of the Pre- Submittal Meeting. If the applicant is not the owner, the owner hereby grants permission for the applicant to act in his/her behalf. I/we do reby acknowledge that I/we are legally responsible for all statutory Owner, timeli ation, requests and requirements conveyed to my representative. 71 Date: v� jignat rent IN AUt� ��a f ,TNt,AP? Print 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 provided if not otherwise contain within the submittal, and the City may begin processing the application with the information as submitted. This sta k ryes as written notice pursuant to the requirements of ORS 227.1713 pertaining to a complete app b n. Owner: Date: a - ign DPrN �tl1STINik� �{1�ti11�INFa 3'��TNE2 Print Date Redeived, OCT 2 4 1012 Original Submittal _—_-- Revised 2/27/12 EMM 2 of 11 q ' yQe II Site Plan Approval Narrative`rfir: Giustina Resources Office Building Lot 5, Liberty Professional Center 200 International Way Springfield, Oregon 23 October 2012 t r View of proposed building from the southeast _Applicant Property Owner Giustina Resources Garfield Associates 388 Pearl Street 388 Pearl Street P.O. Box 529 P.O. Box 529 Eugene, OR 97440 Eugene, OR 97440 Phone: 541-485-1500 Fax: 541-485-2050 Phone: 541-485-1500 Fax: 541-485-2050 i Architect Robertson ISherwood lArch itects; pc 132 East Broadway, Suite 540 Eugene, OR 97401 Attn: Scott Stolarczyk, AIA Phone: 541-342-8077 Fax: 541-345-4302 Civil Engineer Landscape Architect Branch Engineering Dougherty Landscape Architects 3105 th Street 474 Willamette Street, Suite 305 Springfield, OR 97477 Eugene, OR 97401 Attn: Lane Branch- P.E.. ; Attn: David Dougherty, ALSA Phone: 541-746-0637 Fax 541-746-0389 Phone: 541-683-5803 Fax: 541-683-8183 Project Description: This application is for site plan approval of a new office building for Giustina Resources, to be located in Lot 5 of the Liberty Professional Center, the Master Plan of which was reviewed and approved by the City (Case Number LRP2007-00020). Date Received: OCT 242012 Original Submittal Giustina Resources Office Building Page 1 Robertson/Sherwood/Architects pc Type 11 Site Plan Approval Application Narrative 23 October 2012 Project Location: O O i The property is Lot 5 of the Liberty Professional Center, Tax Map No. 17-03-15-40, Tax Lot 3600. Per comments noted our approved Campus Industrial Pre-Certification form, the project address is 200 International Way. Approvals Requested: Type Il, Site Plan Review Approval Type I, Master Plan Modifications (to be submitted concurrently) Attached Information: Type II Site Review Application Check for Application Fee Deed Preliminary Title Report Stormwater Scoping Sheet and Report Exterior Light Fixture Cut Sheet(pole light) Drawings: G1 Project Information C1 Existing Assessment Survey C2 Utility Plan C3 Grading Plan L1 Landscape Plan Al Site Plan A2 Building Plans/Building Elevations Site Ownership: Garfield Associates is the owner of Lot 5, shown for development in this Site Plan Review application. Project Use: Office building. Employment projections are approximately 30 full time positions. Hours of Operation: Normal office are 8:00 AM to 5:00 PM, Monday through Friday, except holidays. Staff work hours may vary due to work assignments. Phasing: The project is designed to be done in a single phase. Development will consist of a 2-story building of approximately 12,831 square feet and site development of Lot 5, including construction of a shared access drive from International Way to Lot 3, per the approved Master Plan for the Liberty Professional Center. Proposed Development Site Data: Total Site Area: 70,646 SF Date Received: Impervious Area: Building Footprint 10,338 SF (14.6%) OCT 2 4 2012 Parking, Driveways, Hardscape 32,722 SF (46.4%) Landscape Area 27,586 SF (39%) Original Submittal Zoning: The site is within the City of Springfield's Urban Growth boundary and is zoned Cl, Campus Industrial District. Office buildings are allowed as part of an approved business park Master Plan. A Campus Industrial Pre-Certification application was approved for the project(PRMT12-0015). The adjacent properties to the north and west are vacant lots of the Liberty Professional Center and are zoned Campus Industrial. The property to the east is the corporate headquarters for PacificSource and is also zoned Campus Industrial. The property to the south, across International Way, is the former Sony building, now PeaceHealth Labs. The project site has overlay zoning of Floodplain Overlay District and Drinking Water Overlay District. Giustina Resources Office Building Page 2 Robertson/Sherwood/Architects pc Type 11 Site Plan Approval Application Narrative 23 October 2012 Refinement Plan Designato' . O The applicable refinement,plan for the subject site is the Gateway Refinement Plan. The Gateway Refinement Plan Diagram applies Special Light Industrial (SLI) designation to the property. The property r is included within a portion of the refinement plan designated as the McKenzie- Gateway SLI Site. The project complies with all relevant goals, policies, and implementation actions of the Gateway Refinement Plan, including from the Industrial Element: Goal 8: Ensure the orderly and efficient development of the McKenzie-Gateway SLI Site. The project is part of an approved Master Plan for the Liberty Professional Center. Goal 9: Ensure the economic viability and attractiveness of the McKenzie-Gateway SLI Site development. Giustina Resources is la well established, local business working in Oregon. The proposed design for their office building will include high quality materials for the building and site development. Goal 10: Minimize the potential conflict between McKenzie-Gateway SLI Site development and other neighboring land uses, including existing on-site residential and agricultural uses. The surrounding properties are zoned Campus Industrial and include similar office uses or vacant parcels. The proposed project will not adversely affect any of the neighboring properties. Policy and Implementation Action 7.0: Ensure that McKenzie-Gateway SLI Site development achieves a high level of aesthetics and amenity, consistent with the intent of the Metro Plan SLI designation and with the "campus industrial"concept. Per the approved Master Plan, pedestrian sidewalks connect all the parcels of the Liberty Professional Center to each other and to the public streets. (7.1 and 7.2) The site design provides for a direct pedestrian connection from the main building entrance to the sidewalk along International Way, and also provides for a direct pedestrian route to the EmX station that is directly in front of Lot 5 in International Way. The Liberty Professional Center Master Plan has design guidelines to create attractive, well designed development that relates between lots, both in building construction and in the landscape. (7.5) Policy and Implementation Action 11.0: Ensure that development plans adequately consider the site's natural landscape featuresand amenities, and provide for the development needs of future developers. Floodplain overlay requirements were initially addressed through the approved Master Plan and its associated Floodplain Development application. Refer to City Case No. SHR2007-00003. (11.2). Submitted concurrently with the Site Plan Review application is a Floodplain Development application for the proposed develoypment on Lot 5. There are no existing trees, significant vegetation or other significant natural features or amenities on the property. (11.3) The proposed plant list:for the project includes several native plant species that will be used. (11.4) 11 Site Access/Transportation: Primary site access will be provided via two driveways off International Way, at the southeast and southwest corners of the site. Pedestrian access and circulation will be provided via a sidewalk leading from International Way to thie building entrance. Date Received: OCT 2 4 2012 Original Submittal Giustina Resources Office Building Page 3 Robertson/Sherwood/Architects pc Type 11 Site Plan Approval Application Narrative 23 October 2012 Off-Street Parking Facilities O All off-street vehicle parking will conform to the standards listed in SDC Sections 4.6-110 through 4.6-120. The minimum number of parking spaces is calculated as follows: v Code Required: 12,831 SF/300 SF per parking space = 42.77= 43 parking spaces required Total vehicle parking spaces provided= 44 spaces Compact Parking: Maximum 30% of spaces No compact parking spaces proposed. Bicycle Parking: Covered long term bicycle parking will be provided inside the building. Short term parking will be provided outside near to the primary building entrance. All bicycle parking spaces will conform to the standards listed in SDC Sections 4.6-140 through 4.6-150. Code Required: 12,831 SF/3,000 SF per space = 4.2=4 spaces Total bicycle parking spaces required:=4 spaces 25% long term: 1 space 75% short term: 3 spaces Total bicycle parking spaces provided: 5 spaces 1 long term 4 short term Loading Areas: The operations of the project does not require significant amounts of loading or unloading to occur since products are not manufactured at the site nor are products sold at the site. Deliveries to the site are basically limited to office supplies. For any larger size deliveries there is a small area at the west end of the building to accommodate delivery vehicles and access via sidewalks to building entrances. This dedicated area is approximately 750 square feet. SDC Article 3.2-440(C) requires screening for truck parking for vehicles necessary for the operation of the facility. Since there is no manufacturing or sales occurring on site, this screening requirement is not applicable. Transit Facilities: There is currently a Lane Transit District (LTD) EmX transit located immediately south of the site, on International Way. Utility Infrastructure: The project site is served by adequate public utilities. The project proposes to extend these utilities on the project site, to provide adequate utility services for the proposed office building development. All new utilities will be placed underground. Refer to the drawings included with this application for description and location of the proposed utility extensions. Easements: Refer to the drawings included with this submission for description of easements on the site. Stormwater Management: The site is designed so that at least 50% of the stormwater runoff from parking lot and driveway area will be pretreated through a vegetative swale prior to being piped into the public stormwater system. Building rooftop run-off will be captured by downspouts that connect to the stormwater system. The site is served by an existing stormwater line to the south of the property, running in International Way. Date Received: OCT 2 4 2012 Original Submittal Giustina Resources Office Building Page 4 Robertson/Sherwood/Architects pc Type 11 Site Plan Approval Application Narrative 23 October 2012 t Floodplain: O O The property is within the floodplain of the McKenzie River in an area at the intersection of two FIRM Map (National Flood Insurance[Program Flood Insurance Rate Map) panels, Panel#41039C1 133F and Panel #41039C1 134F. Portions are the property are in FIRM Floor Hazard Zones AE and Zone X. The Liberty Professional Center Master Plan provided information on how all lots within the Center will conform to the required floodplain design requirements. The proposed office building development will conform with the requirements of this floodplain development application. Refer to City Case No. SHR2007-00003. The building finish floor elevations are set to be above the flood plain elevation. Wetlands: The property is not in areas identified in the Springfield Local and National Wetland Inventory Map. Drinking Water Overlay District: The site is located in 1 and 5 Year Time of Travel Zones (TOTZ). The proposed building is for office functions. The project does not propose to store, handle or use materials which are listed as hazardous materials except for those conditions exempt from regulation per SDC Section 3.3-200. The building HVAC units will be provided with spill pans that will be piped to the sanitary sewer system. Landscape maintenance is contracted out. No landscape maintenance materials, including fertilizers, are stored on site. A DWP Exemption application for this project was approved by the Springfield Utility Board on September 19, 2012. Fire Protection: The building is proposed to include fire sprinklers Fire truck access to the building is accomplished by a 26 foot wide access route along the south and west sides of the building, within the parking lot. In addition, future development of Lot 3 to the north shown in the Master Plan for the Liberty Professional Center calls for parking lot'area to be developed north of this proposed building, providing further emergency vehicle access, Driveways will be designed to support 80,000 pound wheel loads. Trees: b There are no existing trees on the site. As part of development care will be taken to protect the existing trees on the PacificSource'property to the east where there is a stand of trees close to the shared property line. Building Height: In the Campus Industrial zone, buildings are restricted to a height not to exceed 45 feet. The proposed building design meets this 'restriction. Campus Industrial Zone Operational Performance Standards: The following is a summary of how the proposed project meets the operation performance standards of the Campus Industrial District, as noted in SDC Sections 3.2-425 through 3.2450. The summary below is listed as shown in theSpringfield Development Code. t 3.2-425, Cl District-Operational Performance Standards Date Received: A. All manufacturing operations shall be entirely enclosed within a building OCT 2 4 2012 There are no manufacturing operations in this project. Original Submittal B. All applicable on-site deprp�Psign standards specified in Section 3.2-445 shall be met Refer below for narrative on how the project complies with the Campus Industrial Design Standards. C. The storage of raw materials and/or finished products shall occur entirely within enclosed buildings. The parking of trucks necessary for the operation of the facility shall also occur within enclosed buildings, unless permitted as specified in Sections 4.6-125 and 3.2-445C. The proposed project Jan office building, and as such this standard is not applicable. I Giustina Resources Office Building Page 5 Robertson/Sherwood/Architects pc Type II Site Plan Approval Application Narrative 23 October 2012 i D. Office and commercial usesssshall not primarily serve the public. O The proposed project is not intended to directly serve the public. r E. The movement of heavy equipment on or off the site shall not be permitted. Heavy equipment is not used as part of the normal operation of this project. F. Proposed uses on the prohibited use list specified in Section 3.2-415 shall not be permitted; Office buildings are a permitted use in the Campus Industrial Zone, when part of a business park that is park of an approved master plan. G. Proposed uses shall also comply with the additional operational performance standards listed below... 1. Air pollution. The proposed use of the site will comply with this standard. 2. Fire and explosive hazards. The proposed use of the site will comply with this standard. 3. Glare: The proposed project will comply with this standard. The exterior lighting design will comply with a minimum all City of Springfield requirements for exterior site lighting. 4. Groundwater Protection. The proposed project use of the site will comply with this standard. As noted previously, this project has received a DWP Exemption from the Springfield Utility Board.. 5. Hazardous Waste. The proposed project will comply with this standard. 6. Noise. Site generated noise from exterior mechanical equipment will be less than the maximum 65 dba, 7 AM to 10 PM, and 60 dba, 10 PM to 7AM, levels as required by OAR 340-035-0035. Measurement taken at property lines. Final sound data on the roof top systems will be submitted with the building permit application. 7. Radiation. ®ate Received: The proposed project will comply with this standard. OCT 2 4 2012 8. Vibration. Original Submittal .-..- The proposed project will comply with this standard. 3.2-430, Cl District- Monitoring Uses. This standard has been met as part of the approved Master Plan application for the Liberty Professional Center(City Case No. LRP2007-00020). Giustina Resources Office Building Page 6 Robertson/Sherwood/Architects pc Type 11 Site Plan Approval Application Narrative 23 October 2012 n 3.2-435, Cl District-Statusaxisting Uses. 0 a This standard is not applicable to the project. i 3.2-440, Cl District-Conceptual Development Plans and Master Plans This standard has been mat as part of the approved Master Plan application for the Liberty Professional Center(City Case No. LR,2007-00020). A Master Plan Modification application is being submitted concurrent with the Site Plan Review application, to modify the phasing of development within the business park. 3.2-445, Campus Industrial Design Standards: The project meetof the Campus Industrial Design Standards, SDC Section 3.2-445. The combination of various design elements for the building reduce the apparent mass of the building as well as together meeting requirements for variationwithin every 100 lineal feet of the building. A. Building Exteriors 1. Offsets. The overall dimensions of the building are approximately 150 feet by 80 feet. The building plan includes offsets on each elevation with the longest uninterrupted plane by about 80' in length. The minimum offset depth is approximately 5', with most offsets being significantly more than that. 2. Windows The ground floor of the building's south elevation, facing towards International Way, is approximately 150 feet in length. Windows occur for about 85 feet along this elevation. This meets the requirements for a minimum of 50% of a street facing building face to be glazing. i 3. Entrances f The primary building entrance is oriented toward International Way, and is visible from the street. The roof form projects out at the entry to provide a visual cue and protection in inclement weather. 3. Roof Treatments i Sloped metal roofing will be used on the entire building. Different roof sloped are incorporated depending upon the roof height above the ground. Roof overhangs will provide strong shadowing on the building walls. B. Landscaping Refer to Sheet L1 of the attached drawing set for detailed calculations of the landscape design. The site plan incorporates a`pproximately 39% of the site as landscaped open space. Plants shall be sized to attain 90% coverage of the landscape areas within 3 years of installation. At least 10% of the interior parking lot area will be landscaped. C. Screening The proposed project jornplies with this standard. The loading area, used primarily for deliveries of office supplies to the building, is set back from view from International Way and from view of the main building entry. D. Pedestrian Walkways and River Access A continuous pedestrian walkway will extend from International Way to the building entrance. There is also easy access from parking to the building entrances. Date Received: OCT 2 4 2012 Original Submittal Giustina Resources Office Building Page 7 Robertson/Sherwood/Architects pc Type 11 Site Plan Approval Application Narrative 23 October 2012 Liberty Professional Centerlvr3ster Plan: 0 5 The project is consistent with the approved Master Plan for the Liberty Professional Center(City Case No. LRP2007-00020). The project complies with the design guidelines developed as part of this Master Plan: Fence Standards All walls and accessory structures will be detailed to match the appearance of the main building, through use of color and/or materials. Building Exteriors The primary exterior materials for the building are brick, fiber-cement siding and aluminum storefront. These materials are consistent with the design guidelines. Exterior colors for the buildings will primary be subdued or earth tone colors. The building entrance is clearly identified through the use of elements larger expanses of glass and a projecting roof form.. The building is served by one main entry. There are no exterior stairways. The metal roofs will be visible from ground level, but there are no exposed single ply membrane roofs. There will be no rooftop mounted mechanical equipment. Ground mounted mechanical equipment is out of view from International Way and will be screened by a fence from other vantage points. Landscape A mix of evergreen and deciduous plants will be used, along with the use of native plant species as part of the proposed plant palette. Plants will be sized and space to eliminate large areas of bare mulch at the time of installation. Tree species will be selected to unify individual landscape areas, and a mix of species will be provided. The vegetative swales and infiltration basins used for stormwater management are integral to the site design and are meant to be major aesthetic features of the site. Pedestrian hardscapes (walks and plazas)will use a mix of materials and colors, and contrast with vehicle areas. Site lighting, signs and furniture will be used consistently through the project. Date Receive; OCT 2 4 2012 Original Submittal� Giustina Resources Office Building Page 8 Robertson/Sherwood/Architects pc Type 11 Site Plan Approval Application Narrative 23 October 2012 GIUSTINA RESOURCES OFFICES �@ 200 International Way, Springfield, OR 97477 VICINITY MAP SITE REVIEW SUBMISSION 6� xu y BS } _ Y PROJECT LOCATION ?t - L h ?S v O t DESIGN TEAM SHEET INDEX CODE ANALYSIS C 38. [, .rr.[ ..Pc [wanws — +awuiwx as E IT. .,w:o ms.ise a.<zl c myy,�..n. .: nm"nuN[.mw""[.,nw .uo us[mc.wurss.8+4U 4w on m amolN RM6Kn,aM Ircl u V m,mw 6Y1 Ip6StRN. tt 1,-s,vx ia,9 l rerz av ,e r w`s I6Kt n,N. n ¢„461 .c,coax Irvl ... (xoex,r wwu mawml z 01>= n .W:a " w u uuII m[.1 I a ,I.llR rtiT.T.mm+ , va wUQa ICdI F GENERAL NOTES 0 IIII ITE pry ` , ' gym' «.,.wpm:.a".�a« Y.[.[�a 1.w�..,,. «., m. .,...�row,."nrm.w w .. ..... IT—mrzr"rte w.:wm w ra:r". rY . �.®"� 0 arm a s w[o°"msj r d . IT—,'w«.u°m.a�.Ami-!y_„m"M_a I, CIQS DIT � ... _ �„m.,� . ��ttw w oID 0” M, n�,. �xm,m,n Date Received: I ry a� G1 OCT 2 4 2012 Original Submittal UTILITY NOTES: oSOU TYPES.sus'e�w.�... ,ae rn.re m.e SITE AREA may anch YN 8 _ ..P ASSESSOR MAP: It EERINGp ry IIMEp OF TRAVEL ZONES` rw�`reu iaum�v ov z.o ,z x.�r oe.w.� ,ITe ,'w'i:��i�i:i.e UTILTY REPRESENTATIVES FLOODPUIN CONTOUR INTERVAL BENCHMARK DATUM y�q y„a 4 a�.....,........,. ........o......�. _ g� LEGEND ------------------ ------_---_—__ --- ---- _ ,,.� —___—_---- —_--- --Y—I U _ c i k =1 .I � g \ � \° a. . vol �_ o N o �S e IT K as IT «,ami LT f:- _'L NK'—rv� 1= f �® �� wurn.0 ucva, n :e INTERNATIONAL WAY ���� m^^- z a Rml ��nolo m:��s U z M CIT" 12 1 Date Receaved- OCT242012 Original Submittal Ranch EAI MG: SSR -- ----- ------------- ---- ------------------ 01 ........... - - --------- ......... O1-TARY LATERIL KEYNOTES IR FF 931.00 0 7 zI, 2 I�TEWAIEI- Xd o--1. E --s L z--Z-f, G� 91 7 W ... . ....... 21 INTERNATIONAL FL-1 1. 14 Date Received: Ic OCT 2 4 2012 Original Submittal ,yf.EO[\ate anch `�';�a� GINEERING-g ee ry I.0 � 1 M3�JY � y. 1\I\ ,_ APPftUXfNATE CUT FILL VOLUMES U e I, Li I A -� I t � ,x�`- ,+ �^wt � �,1 . s p , I - a i@ v �m I ��� .y' - •I ._. O s-a o 41 H I m 's rc L-I I a - P� wi�ro � .•���s — — — F7 E,, INTERNATIONAL'19AY .n,,. a ® N �e I Z J 6 o F—I u TYPICAL SECl1UN nm.n,a � ^. _� s ssa ACµG55 ROAD Date Received'. S Sc3 y OCT 242012 Original Submittal__^—. vuMSCHEDULE. 10"1G— m C� i r 5 JE ES mic �p .. .r: mr oma..»....r.w e..» ...» • � ORCCONgfr roI U O I �"+ GExEP/,LxOrES .am wm.0 w L . , • au�.aawvr�Rw�ir�ier{mmmian.a�.��r�.�rmun uwuu°.�vewm,nw + anmwm»n.xxma.v,wa a i� i.� I I T I I .mrmows»»wrreuor,.nm 9 r„ +TIFFIFIFIF _ w.xn ee.nrwm,»v,wmr..raxaoav,.m..,u..owv R.w 3 SE a ue VNOSfivE 6VIVELNES d ..wjlu L N anuouorwr.rm,aavwa•uannw O .l _ _ _ + M�,rviv�aw.amew.wwewra O Cf C a a C � mm,u.e.®uevvn,.www'w a' x3 av - a..or.a,.m.o.wva..r.m c O ia,.w..a.rna=u rgyIwMING IEGENGE v.m..®en.m,rrmmccmw,wmmw.ewu. a.m.aa.urm wx.r.. rvwnw•.o-...rtmn v.va .aweew..w.w ra rc'eiiw�e m..�we� �' e.l, C Caww,m�oev..,.uw d uu..vur � � mxanous,eFeaa ® Eex uo J lavxuvrt 8 ,mm.mrw,awn � G �G .....,.,.awP.,.....„,-..g.,a,m..,..,.,...»m..,.... ,P LANDSCAPE PLAN / � TREE PLAxTNb AT PARKMb AREnS �, rWIGAL SXEN9 PNNTMG a 6.FGINWJJER SPAUNb DIAGRAM e � �m EReceive � L1 Date OCT 2 4 2012 Original Subms#LL_.....,__. ....ra GENERALS ITE PLAN NOTE ------------ ----------------- U MM-M �111 F- swan w wW 8F KEYED SITE PLAN NOTES .............. (n J 32 r ;Z 4 ..I F.. .11 —N- ---—-—-—- —-—-—- F PLAN Date Received: OCT 2 4 2012 Al C)rrqin2l SlIbMittal F- T W, L4 7VI R I Isl T—/ 0 j0ULH ELEVATION I-J, GROUND FLOOR --------------- ELEVATION III ---------- ---------- Sa 0 CG C ex E NORTH ELEVATION U Ott N4 due SECOND FLOOR PLAN(2,493 SF) Vi ---------------- —------------- - EAST ELEVATION > D- 0 O. Aol Date Received: IN I ----------- -------------------- Roo,PLAN OCT 2 4 2012 A2 Original Submiftal- C 'Catalog CSX2 LED Number LED Area Luminaire 7NOteS DES16N116NTS...... 7T11a ca.'es" uu .a°rc Mc:he,Tab kev w mouse over Ge page m sne all imelacliss elements. Introduction The Contour®Series luminaires offer traditional square dayforms with softened edges for a versatile look that complements many applications. Specifications The CSX2 combines the latest in LED technology EPA: q ,ke) H with the familiar aesthetic of the Contour®Series (011 m° 35-3/8" for stylish,high-performance illumination that lasts. Length: t897 cm) L - It is ideal for replacing traditional metal halide Width: 18-V2" in area lighting applications with typical energy - (469cm) 5-7/8" savings of 65%and expected service life of over Height: (149 r) 100,000 hours. Weight 59 lbs (max): (26.8 kg) o EXAMPLE: CSX2 LED 4 30B700/40K SR5 MVOLT SPA DDBXD } CSX2 LED - - -. CSX2 LED 3 Three engines 530 mA options:, SR2 Type 11 MVOLT2 Shipped included Shipped installed DDBXD Dark bronze (90 LEDs) 30B530/30K 3000K SR3 Type 111 120SPA Square pole PER NEMA mist lack receptacle only(no controls) Di Black 4 Four engines 30B530/40K 4000K SLI Type IV 208° mounting DCR Dimmable and controllable via ROAM'(no controls)' DNAXD Natural (120LEDs) 30BS30/50K 5DOOK SR5 TI 240' APA Round pole DMG 010Vdimmingddver(naciamol9' aluminum F7 Forward 277mounting ITS House-side shield I DWHXD White ' 700 m options:. throw 347 SF Single Fuse(120,277,347V)e DDBTXD Textured dark bronze 3OB700/40K 4000K W Ditty fuse terminal block 480VI° DBLBXD Textured black 30B700I40K 4DO0K 480 Will Ditty terminal block DNATXD Textured natural - 308700/50K 5000K OT Dtllry terminal black and dosing screws aluminum OR Dual switching?° DWHGXD Textured white Shipped separately - VG Vandal guard' DS Bird-dete«antspikess I— Accessories CSX2 dome a III singing pattern stud) 1 C, �� Drilling_ 1 armryo dwdh4000Ku and track the adtimeladnmea,consort L_Ober•.f a hppetlseparamry tleAERIS""iamd/.SpecMytli¢d$og fanory(or3000Kp30gand5000Kp50K71eadtmes OSS124N IS T11EU Photocell-SSLtwis[-lack(IIO- Template pe padem seal Postiing Pon 2. MOLT driver operates on any line voltage from 120-277V(50160 Hz). - 277VI' &Tf DRAMAS Single unitSporty 120,209,240 or 277 options only when ordering with fusing(SF,DFPEN480 NMI IT ROAM•node(40V)° OM29AS tat 90• options).OM29AS 2at 180° 3 So colive ROAM•enabled luminaire with&lW dimming apabillry,,PER SCU Shaving cap' usv ption required.Not soulablewith 347 or 48W.Additonal hardware and �, OM39AS 3at 9D° servces required for ROAM®deployment;must he purchased separatey, KMAS ODBXDU Mast arm adapter(specify finish) tvacs0M49AS Oat 90• call�b506442fi745 or email:ales®roarrservicesnet.SPA19/MA2DOBXDU Square pole DMl9 to DM19AS tOM32AS 3at 120°' 4 Not available with 347 or QW,adapter(specify from) Example:SSA 204C DMIBAS DOW 5 Also available a...no...te accessory,see Accessories information at left. RPA19lMRIDOBXDU Round pole DM19[a OM19AS 6 Single fuse Re requires 120,277 or 347 voltage option Double fuse(DF) adapter ie DMI9 to requires 208,240 or 480 voltage option. Tenon Mounting Slipfptter' 7 Provides Si It morning capabihLy via two independent drivers, CSXHS U House-side shield(one per ight :` each operating half the luminaire.NIA with PER,DCR,DMG or engine) . 23/8'' Mitotic Mut-280 and)as guRzA ASiZE390 AST2D490 WTB. - CSX2VG0 Vandal guard runway 2.7/8' MT25T MT25 as AST25290 Allis 320 91253911 9123490 8 Requires an additional switched line. CSX2BSU Blyd-deterrent spikes at.....ry 4 ASi35-190 Mi352B8 AS135.290 0.8135 ffi0 0.5135 MR 0.9133490 9 Requires luminaire to be sPec,lu hP ti dared and shipped For more control options visir DTL and ROAM. 'For muatlpole arounrin9(NPA2 only as aaaparste lineitam. �'a � eeeived: - ® L1rH=PV1A a One Lithoryio Way Conyers,Georgia 30012 • Phone:800 279.8041 • Fax:770918.1209 w .Iithonia.com 41 A. 2012 L/GHT/NG, ®2012 Aculryra Bnds Lighting,Inc.All rights reserved. OCTV L •T Is d Original Submittal Y im Lumen Output Lumen Ambient Temperature(LAT)Multipliers Wm an values are from phaveretdctest, informed in.,.,clause with IESNA W79-08.Ddtts is considered to be representative Use these factorsto determine relative lumen output for average ambient temperatures of the configurations shown,within the tolerances allowed by Lighting Facts.Aami performance may differ as result of end- from 040°C 132-104°F1. Sn user environment and applkation.Contact factory for performance data on any configuratbns not shown here. 33°f 1.02 111 10°C 50°F 1.01 20'C 68"F 1.00 25t 7TF 1.00 SID 13,503 2 0 2 80 30T 06°F 1.W IN 13,395 2 0 2 79 4o c 1w°F 0.99 '< 530 3061 163W SR4 13,5114 2 1 0 2 80 SA5 14,785 1 3 1 0 2 N 3 FT 13,779 2 o 2 02 Projected LED Lumen Maintenance `-" I90 lFOsl SA2 16,499 2 0 2 79 Data references the extrapolated performance projections for the OX2 LED 300700 platform in a 40riC ambient,based on 10,000 hours of LED testing heated per IESNA LM- - 513 76,139 2 0 2 77 80-08 and projected per IESNA TM-21-111. 40 700 30W00/--A 21OW 584 16,451 3 0 3 78 Al To calculate LIF,use the lumen maintenance factor that corresponds to the desired number - y SA5 18,021 4 0 2 86 of operating hours below.For other lumen maintenance values,contact factory - FT 16,846 2 0 2 W -_ SA2 18,804 2 0 3 01 1" L' u 25,IXp 50,000 j 100,000 :q Si 1],72] 2 0 2 80 N1 �I 1,0 , 0.95 LEE= 091 {.,i O8I 530 308530/-A 222W It SR4 18,005 2 0 2 81 SRS 19,714 1 3 1 0 2 1 89 4 FT 18,372 2 0 2 83 �y 020 Lai SR2 27,999 2 0 Electrical Load - ^' SR3 21,518 2 0 I; :70D 300700/-A 292W 5113 H5 16,651 1 0 s 130 208 240 2" 347 480 1 5114 21,935 3 0 1 5115 24,029 4 0 3 530 168W 1.56 090 0.78 067 054 039 FT 22,460 2 0 2177 700 21OW LA 1.12 0.97 0.04 0.67 049 tF HI 530 222W 106 119 103 089 071 051 4 rl: ]00 292W 270 156 135 1.17 093 068 P To see complete photometric reports or download.ies files for this product,visit lithonia Lighting's CSX2 homepaoe. Isofooteandle plats for the CSX2 LED 430B700/40K.Distances are in units of mounting height 1207. LEGEND z I a I v 1 4 4 z I I a I z 1 4 1 x 1 4 z ti l0.1 f, za 74 ■ 0.5 fc so carFT Lots 1. 5.0 fc 11..33 ...LLL���..111^ 13 8f N _ bi p4 Jz tv .z 5Rd•C'° 6F]Hs c FT. — , • v la SPS z � 3 FEATURES&SPECIFICATIONS INTENDED USE criteria for eliminating wasteful uptight. The f ntour Seri es LED area luminaire is ideal for streets,walkways,parking lots,and surrounding ELECTRICAL areas that call for high-Performance LED lighting inatransitional daylorm. Light en ' 't of 30 high-efficacy LEDs mounted to a metalcore circuit boa rd to maximize g y CONSTRUCTIOactN ' a at power and,THDpromote long Ind has an a himpe aed life LB77.Class t electronic Singleal mangen emen housing convective cooling. Aughdec gn screen allows for optimized drive<1%faazd powerfactoomacra THD prondhaz de e.peaedla on,nu of M"hours minCtegory 2h thermal menageingderis bu convective sholwing nmetallic screen covers het top ofthe Low failure rate.Easily-ser vice ablesurgeprotettiondevice meets.minimum CategoryChousi - desong,preventieaseof maintenance while allowing natural engine upgrades. heat doveodular Low operation(per ANSI/IEEE('62.41.21. design allows for ease ly maintenance and future light upgrades.The LED g a cost and eealed acsare thermally isolatedfrom nt light con engines,ensuring long life Housing is completely INSTALLATION sealed against moisture and environmental contaminants. Integral arm provides up toinstallation to aato pole and assists in alignment and leveling Secure '<- AERIST withstands up to 20 G vibration load rating per ANSI wallC136,31 mo The CSX2 bracket cl s s. FExiINISH the lable. vailables p masthe gettern far accessory accepts RPA opthoriontaltsmn mounting 2-3/8 O D that parts are riotetted by eto corrosen Super Durable A ti thermoset liedgoveder molu-s finish available.Available mast arm adapter accessory.ccepts horizontal tenons up to 2-3/B"QD, that ma ensu superior resistance re s thickness corrosion and wish that can tightly controlled multi-stage _ changsensures araikimum3milingfor a(inish that can withstand extreme climate LISTINGS _ _ changes without hackingorpeeling. CSA. U.S.Ptefied to US.and Canadian standards.Light engines are P65 rated.Luminaire is lP65 rated. U.S.Patent No.D632030. •r OPTICSPrecWARRANTY ed nnal 1 Lensei are indexed tolihe circuit board to o eisure coisiitespacin ala improved and dolivairy Fie year limited warrant.Full warranty terms located at Awro scent biandsco m/ Lenses are indexed trthe performance Lightn engines es are In alignment and delivering ° Y Y tY Y repeatable 3(1(80 r5"K(67 CRI) engines are avail CSX2 standard4000K 167 CRaor Ctistomer0mourres/Ferms and_coudiuo��ns}}aspppx. - asaNigttimeF00ndlyipoduct6]CROngitisonous.TheththeLED*AndChas zero seandiusifies NostoS PAt11bMARNeeeived: sa Nighttime FrendlyTM product,meaning it is consistent with the LEED°and Green Globez'v pecificanons subject to cha ®® OCT 2 4 12 L/THON/A one uthonia way . Conyers,�eorgia:3oolz . Phone:aoo z]9.eo41 . F�. novls.lzov . w.�•..�hther id.cam �x d s L/GHT/NG, o2012A,aityBrands Lighting,Inc. All rights reserved. Re,W28/12 x Original Submittal______•_ b �phat��.L L"�t - n 11 s II i 1 'tY --Tial —s. +«I F , N, A f #bxEir Ti� T 3e 11 S h.. -:•Brow i -. _. .C,:n t r C}�: r ,,irf'- ilk -'r l 0 cascanE TITLE cv. PRELIMINARY TITLE REPORT pp G GROUP, LLC October 16, 2012 ATTN: NEILL PLANT Report No: 0278080 386 PEARL STREET IIS Your No: -- EUGENE, OR 97401 Seller: GARFIELD ASSOCIATES Buyer: TO COME PRELIMINARY REPORT FOR: ALTA Commercial Extended Loan Policy $T/C PREMIUMS: ALTA Commercial Extended Loan Premium $T/C ALTA Endorsement $100.00 Government Service Fee $35.00 Temporary Billing $225.00 We are prepared to issue 2006 (6/17/06) ALTA title insurance policy(ies)of OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, in the usual form insuring the title to the land described as follows: Lot 5, LIBERTY 'PROFESSIONAL CENTER, as platted and recorded October 25, 2007, Reception No. 2007-072835, Lane County Deeds and Records, in Lane County, Oregon. vestee: GARFIELD ASSOCIATES, an Oregon general partnership DATED AS OF: OCTOBER 09, 2012 at 8:00 A.M. i Schedule B of the policy(ies) to be issued will contain the following general and special exceptions unless removed prior to issuance: GENERAL EXCEPTIONS (Standard Coverage Policy Exceptions) : 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. }S 2. Facts, rights, interests or claims which are not shown by the Public Records but which could be ascertained by an inspection of the Land or by making inquiry of persons in possessiontherepEof. 3. Easements, or claims of easement, not shown by the Public Records; reservations or exceptions in patents or in Acts autk orizing the issuance thereof; water rights, claims or title to watei. No liability is assumed hereunder until policy has been issued and full policy premium has been paid. k MAIN OFFICE * 811 WILLAMETTE ST. * ',EUGENE, OREGON 97401 * PH: (�5�4p71)��6�8q?(7Z;-2233,.1 ON EUGENE FLORENCE FAX: 148510 07101E-MAIL? info@cascadetitle.com7*3 FLORENCQ'F717C'' 997fDu: OCT 2 4 2012 G Original Submittal t � f Order No. 0278080 ,p Page 2 - J 4. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey - of the Land. ,n r• 5. Any lien, or right to a lien, for services, labor, material, equipment rental or workers +I compensation heretofore or hereafter furnished, imposed by law and not shown by the Public Records. - „ d SPECIAL EXCEPTIONS: 6. Taxes, Account No. 1806593, Assessor's Map No. 17 03 15 4 0, #3600, Code 4-78, 2012-2013, in the amount of $13, 870.73, NOW DUE AND PAYABLE. 7. Easements, notes, conditions and restrictions shown, set forth, and/or delineated ontJ e NI the recorded Partition Plat and Correction Survey File No. 31927. 8. Public Utility Easement, including the terms and provisions thereof, granted to the City of Springfield, recorded July 1, 1994, Reception No. 94-49199, Lane County Official Records. ^ 9. Public Utility Easement, including the terms and provisions thereof, granted to the - City of Springfield, recorded November 14, 1994, Reception No. 94-79882, Lane County Official Records. 10. Easements, notes, conditions and restrictions shown, set forth, and/or delineated on the recorded Plat. (Liberty Professional Center) i 11. Liberty Professional Center Business Park Development Final Master Plan, including _ the terms and provisions thereof, as set forth in instrument recorded October 2, 2007, Reception No. 2007-068172, Lane County Deeds and Records. 12. Declaration of Easements, including the terms and provisions thereof, as set forth in instrument recorded October 25, 2007, Reception No. 2007-072836, Lane County Deeds and Records. = 3-i 13. Easement for Sidewalks, including the terms and provisions thereof, granted the City of Springfield, by instrument recorded September 24, 2008, Reception No. 2008-053697, Lane County Deeds and Records. x 14. A copy of the Partnership Agreement of Garfield Associates should be furnished to Cascade Title Company for the purpose of ascertaining partners authorized to execute on behalf of the partnership. A 15. Prior to writing an ALTA MORTGAGEE'S policy, Cascade Title Company should be furnished - -�:;_, with a statement as to parties in possession and as to any construction, alterations ' or repairs to the premises within the last 75 days. We also request that we be notified ` in the event that any funds are to be used for construction, alterations or repairs. - Exception may be taken to such matters as may be shown thereby. NOTE: A judgment search has been made on the above named Ves tee(s) , and we find NONE except J: as set forth above. - d'? NOTE: According to the public record, the following deed(s) affecting the property herein described have been recorded within 24 months of the effective date of this report: Warranty Deed recorded August 17, 2012, Reception No. 2012-042026, Lane County Deeds and Records. Date Received: { NOTE: The premium amount has been reduced by application of a reissue rate. _. OCT 242012 Original 0 0 i Order No. 0278080 Page 3 NOTE: The policy to be issued may contain an arbitration clause. When the Amount of Insurance is less than the amount, if any, set forth in the arbitration clause, all arbitrable matters shiall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. 1t NOTE: Recording charge for a RESPA transaction (all transfer and loan documents) : RESPA Residential Sale and Purchase $172.00. RESPA Residential Loan/Refinance $142.00. RECORDING CHARGES ARE SUBJECT TO CHANGE WITHOUT NOTICE. 1 This report is preliminary to the issuance of a policy of title insurance and shall become null and void unless )a policy is issued and the full premium paid. fi Cascade Title Co. i dc: Title Officer: TONY SMITH Cc: G GROUP, LLC ATTN: CONNIE SPECK EMAIL: CONNIES@GIUSTINA.COM I' Date Received: OCT 2 4 2012 Original Submittal ` ' Y FR REWRDING RETURN TO: J i;%SCADE PTI E COMPANY ?7+,!NILLAM ETTE ST.,EUGENE,OR 97401 C z?� 2— z,/ CF After recording return to: GARFIELD ASSOCIATES PO Box 529 n� g g6 Eugene, OR 97440-0529 Lana County Clark �olZe(IfW20 Lane County Deeds and Records L Until a change is requested, I IIIIII IIII III IIIIIII II IIIIIII I IIII I VIII III $52,00 all tax statements shall be 01311203201200420260030038 sent to the followingiaddress: 08/17/2012 02;34;47 PM GARFIELD ASSOCIATES RPR-DEED Cnt=1 Stn-6 CASHIER 02 PO Box 529 C $13.00 $11.00 $16.00 $10.00 Eugene, OR 974440-{0529 1� e STATUTORY WARRANTY DEED McMAC, 1-1-Clan Oregon limited liability company, Grantor, conveys and warrants to GARFIELD ASSOCIATES, an Oregon general partnership, Grantee, the following described real property free ofiencumbrances except as specifically set forth herein, situated in Lane County, Oregon, to wit: Lot 5, LIBERTIY PROFESSIONAL CENTER, as platted and recorded October 25, 2007, Reception No. 2007-072835, Lane County Deeds and Records, in Lane County, Oregon. The Property conveyed is free and clear from liens and encumbrances, save and except for those matters shown on Exhibit A attached hereto. The true consideration for this conveyance is $10 and other good and valuable consideration paid by Grantee. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER ORS 195.300, 195.301 AND 195.305 TO 195.336 AND SECTIONS 5 TO 11, CHAPTER 424, OREGON LAWS 2007, AND SECTIONS 2 TO 9 AND 17, CHAPTER 855, OREGON LAWS 2009, AND SECTIONS 2 TO 7, CHAPTER 8, OREGON LAWS 2010. THIS 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, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY THAT,, THE UNIT OF LAND BEING TRANSFERRED IS A LAWFULLY ESTABLISHED LOT OR PARCEL, AS DEFINED IN ORS 92.010 OR 215.010, TO VERIFY ITHE APPROVED USES OF THE LOT OR PARCEL, TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES, rAS DEFINED IN ORS 30.930, AND TO INQUIRE ABOUT THE RIGHTS OF NEIGHBORING PROPERTY OWNERS, IF ANY, UNDER ORS 195.300, 1951301 AND 195.305 TO 195.336 AND SECTIONS 5 TO 11, CHAPTER 424, OREGON LAWS 2007, AND SECTIONS 2 TO 9 AND 17, Date Received: OCT 2 4 2012 1 Statutory Warranty Deed Original Submittal 3 tl. CHAPTER 855, OREGON LAWS 2009, AND SECTIONS 2 TO 7, CHAPTER 8, � OREGON LAWS 2010. ' ) DATED this 10day of August, 2012. ;t McMAC, LLC ul I� -, a Oregon limited liability company 44 z _ y: n G. McPherson, Member By: De is S. McNally, Member 1 >4 STATE OF OREGON ) ss. _ i COUNTY OF LANE ) - This instrument was acknowledged before me on the flikday of August, 2012, by Randy G. McPherson, as of McMac, LLC, an Oregon limited liability company. r i OFFICIAL SEAL 0 JEFFRY CRAIG ELDER - - r NOTARY PUBLIC-OREGON Notary Public 9 r Oregon cl _ COMMISSION N0.458020 My commission expires: MY COMMISSION DO'IRES APRIL 23,2015 STATE OF OREGON ) ss. COUNTY OF LANE ) This instrument was acknowledged before me on the 11*1 day of August, 2012, by 'A Dennis S. McNally, as 1'2 ay - of McMac, LLC, an Oregon limited liability company. w OFFICIAL SEAL r ' JEFFRY CRAIG ELDER 3 ./ NOTARY PUBLIC-OREGON N aryU c for O on u COMMISSION N0.458020 My commission expires: 7 MY COMMISSION EXPIRES APRIL 23,2015 Date Received: ?113 Y• OCT 2 4 2012 2 Statutory Warranty Deed Original Submittal tk r A awryt s' EXHIBIT A TITLE EXCEPTIONS 1. Easements, notes,conditions and restrictions shown, set forth, and/or delineated on the recorded Partition"Plat and Correction Survey File No. 31927. 2. Public Utility Easement, including the terms and provisions thereof, granted to the City of Springfield, recorded July 1, 1994, Reception No. 94-49199, Lane County Official Records. I 3. Public Utility Easement, including the terms and provisions thereof, granted to the City of Springfield, recorded November 14, 1994, Reception No. 94-79882, Lane County Official Records. 15 4. Easements, notes conditions and restrictions shown, set forth, and/or delineated on the recorded Plat. (Liberty Professional Center) 5. Liberty Professional Center Business Park Development Final Master Plan, including the terms and provisions thereof, as set forth in instrument recorded October 2, 2007, Reception No. 2007-068172, Lane County Deeds and Records. 6. Declaration of Easements, including the terms and provisions thereof, as set forth in instrument recorded October 25, 2007, Reception No. 2007-072836, Lane County Deeds and Records. 7. Easement for Sidewalks, including the terms and provisions thereof, granted the City of Springfield, by instrument recorded September 24, 2008, Reception No. 2008-053697, Lane County Deeds and Records. i i I Date Received: G OCT 2 4 2012 3 Statutory Warranty Deed Original Submittal O O SPRINGFIELD SEMI PUBLIC WORKS DEPARTMENT/Engineering Division Phone: (541) 726-3753 Fax: (541)736-1021 STORMW TER MANAGEMENT SYSTEM SCOPE OF WORK w -----(Area below this line filled out by Applicant)----- (Please return to Matt Stouder @ City of Springfield Public Works Engineering;Fax#736-1021,Phone#736-1035.) Project Name: Giustina Resources Applicant: Branch Engineering Assessor Parcel#: TM17031540, TL 3600 Date: Sept 28, 2012 Land Use(s): Commercial/Office Phone#: 541-746-0637 Project Siz (Acres): 1.62 Acres Fax#: 541-746-0389 Approx.Impervious Area: 0.94 Acres Email Nathan@branchen meeiin coo 1911 I;IL,I.i:i: II Ie efllou -yes II� �I.i III'IiLPllu Iul � !��III III:''SI � ISI ,:11'.I i � � Illlil � n Project Description(Include a copy of Assessor's map): The Project proposes to fill in the existing site and construct an office building for Giustina Resources. A site plan is attached with this document. Drainage Proposal(Public connection(s), discharge tocation(s), etc. Attach additional sheet(s)if necessary: The project proposes to construct two rain gardens on site to treat approximately two-thirds of the parking lot area. The remaining Parking lot area will collect stormwater in a double compartment catch basin with fossil filter inserts.The joint access drive to the west will collect stormwater in Contect Stormfilter catch basins for treatment. Proposed Stormwater Best Management Practices: 2 Rain Gardens, and 2 Contect Stormfilter Catch basins,and one double compartment catch basin. -----(Area below this line Hlled out by the City and Returned to the Applicant)----- (At a minimum,all boxes checked by the City on the front and back of this sheet shall be submitted for an application to be complete for submittal, although other requirements may be necessary.) Drainage Study Tyne(EDSPM Section 4.03.2): (Note. UH may be substituted for Rational Method) El Small Site Study—(use Rational Method for calculations) IM Mid-Level Development Study— (use Unit Hydrograph Method for calculations) ❑ Full Drainage Development Study—(use Unit Hydrograph Method for calculations) Environmental Considerations: [N Wellhead Zone: j 4�y� ( ❑ Hillside Development: ❑ Wetland/R parian I ' VA I N Floodway/Flood lain: Q Soil Ty e: � Z,' E I ❑ Othe Jurisdictions: Downstream Analysis: ❑ N/A ❑ Flow line for starting water surface elevation: ❑ Design HGL to use for starting water surface elevation: ElManhole/Junction to take analysis to: tIom�,,,,+@1 Return to Matt Stouder@ Cit of Springfield,email:ntstouder@cis rin field.onus,FAdA1 Med' OCT 2 4 2012 10 of 11 Original Submittal O O COMPLETE STUDY ITEMS F.,GW .11J-only: *Based upon the information provided on the front of this sheet, the following represents a minimum of what is needed for an application to be complete for submittal with respect to drainage;however, this list slnauld not be used in lieu of the Springfield Development Code(SDC)or the City's Engineering Design Manual. Compliance with these requirements does not constitute site approval;Additional site specific informuttion may be required. Note: Upon scoping sheet submittal, ensure completed fonon has been signed in the space provided below: Interim Design Standards/Water Quality(EDSPM Chapter 3) Req'd N/A ® ❑ All non-building rooftop(NBR)impervious surfaces shall be pre-treated(e.g.multi-chambered catchbasin w/oil filtration media)for stormwater quality. Additionally,a minimum of 50% of the NBR impervious surface shall be treated by vegetated methods. ❑ Where required,vegetative stormwater design shall be consistent with interim design standards(EDSPM Section © ❑ 3.02),set forth by the Bureau of Environmental Services(BES)or Clean Water Services(CWS). For new NBR impervious area less than 15,000 square feet,a simplified design approach may he followed as specified by the BES for vegetative treatment. ® ❑ If a stormwater treatment Swale is proposed,submit calculations/specifications for sizing,velocity, flow, side slopes, bottom slope,and seed mix consistent with either BES or CWS requirements. ® ❑ Water Quality calculations as required in Section 3.03.1 of the EDSPM © ❑ All building rooftop mounted equipment,or other fluid containing equipment located outside of the building,shall be provided with secondary containment or weather resistant enclosure. General Study Requirements(EDSPM Section 4.03) © ElDrainage study prepared by a Professional Civil Engineer licensed in the state of Oregon. [N ❑ A complete drainage study,as required in EDSPM:Section 4.03.1,including a hydrological study map. ® ❑ Calculations showing system capacity for a 2-year storm event and overflow effects of a 25-year storm event. �] ❑ The time of concentration(Tc)shall be determined using a 10 minute start time for developed basins. Review of Downstream System(EDSPM Section 4.03.4.0) E] [ A downstream drainage analysis as described in EDSPM Section 4.03.4.C. On-site drainage shall be governed by the Oregon Plumbing Specialty Code(OPSC). ❑ [ Elevations of the HGL and flow lines for both city and private systems where applicable. iDeelsign of Storm Systems(EDSPM Section 4.04) ❑ Flow lines,slopes,rim elevations,pipe type and sizes clearly indicated on the plan set. ❑ Minimum pipe cover shall be IS inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 50,000 Ib load without failure of the pipe structure. ❑ Manning's"n" values for pipes shall be consistent with Table 4-1 of the EDSP. All storm pipes shall be designed to achieve a minimum velocity of three(3)feet per second at 0.5 pipe full based on Table 4-1 as well. Other/Misc ® ❑ Existing and proposed contours,located atone foot interval. Include spot elevations and site grades showing how site drains ❑ [71 Private stormwater easements shall be clearly depicted on plans when private stormwater flows from one properly to another ❑ Drywells shall not receive runoff from any surface w/o being treated by one or more BMPs, with the exception of residential building roofs(EDSP Section 3.03.4.A). Additional provisions apply to this as required by the DEQ. Refer to the website: www.deg.state.or.uqwq/izroundwaluichome.hc for more information. ❑ Detention ponds shall be designed to limit runoll to pre-development rates for the 2 through 25-year storm events *Thisform s/mll be included as art attachment,inside the front cover,of the stormwater study e_IMPORTANT:ENGINEER PLEASE READ BELOW AND SIGN! As the engineer of record,I hereby certify the above required items are complete and included with the submitted stormwater study and plan set. �r Signature: Pate: ;'(f - Date eceive,a OCT 2 4 2012 11 of 11 Original Submittal__-- STORMWATER MANAGEMENT PLAN AND DRAINAGE STUDY GIUSTINA RESOURCES OFFICES SPRINGFIELD, OREGON For Roberston Sherwood Architects, PC 132 East Broadway, Suite 540 Eugene, Oregon 97401 Attn: Scott Stolarczyk i PE-VG-an October 17, 2012 INEERI_ch NG = Since 1977 civil transportation Date Received: structural geotechnical OCT y 202 SURVEYING www.BranchEngineeing.com Original Submittal S 0 0 ENGINEERING= Since 1977 October ]6, 2012 Robertson Sherwood Architects pc 132 East Broadway, Suite 540 Eugene, Oregon 97401 ATTN: Scott Stolarczyk RE: STORMWATER MANAGEMENT PLAN AND DRAINAGE STUDY Giustina Resources, Springfield, OREGON 97477 Branch Engineering Inc. Project No. 12-181 This evaluation was prepared to summarize the drainage system proposed for the Giustina Resources Office building development, located in Lot S of the Liberty Professional Center on the north side of International Way in Springfield, Oregon. This storm drainage evaluation will document the design of the water quality treatment measures as required by the City of Springfield. The site is comprised of one tax lot, TD1 17-03-15-40 TL 3600. If there are any questions regarding this report or the proposed project, please feel free to contact our office with any inquiries. Sincerely, Branch F_ngineering Inc. Nathan Patterson, P.E. lane Branch, P.E. Project Engineer Principal Engineer G Enclosure �� �.�Glri�r�3'i�4 7 Document ID' 12-181 Storm Report_doc #529':1 f Date Received: -:I_- OCT 2 4 2012fFlN�a�P�` Original Submittal- EUGENE-SPRINGFIELD ubmittalEUGENE-SPRINGFIELD SALEM-KEIZER 310 S,h Street,Springfield,OR 97477 1 p: 541.746.0637 1 f: 541.746.0389 1 www.branchengineering.com 0 0 Contents p Page No. 1.0 Introduction.....................................................................................................................1 2.0 Site Characteristics and Existing Conditions..................................................1 2.1 Topography 1 2.2 Soils 1 2.3 Existing Drainage 1 3.0 Proposed Site Conditions.........................................................................................2 3.1 Project Description 2 3.2 Water Quality Treatment System 2 3.3 Proposed Stormwater Destination 3 C I. I �i Date Received: OCT 242012 Branch Engineering, Inc. Original Submittal 0 0 Giusti na Resources (12-181) October 17, 2012 1 .0 Introduction The subject property is located east of Maple Island Farm Road, in Lot 5 of the Liberty Professional Center, just north of International way in Springfield, Oregon. The existing site is an undeveloped lot that was part of the Liberty Professional Center and zoned as Campus Industrial. The new improvements will include the construction of an office building with utility services and associated parking lot and pedestrian walkways. The site is comprised of one tax lot, TNT 17-03-15-40 TL 3600. 2.0 Site Characteristics and Existing Conditions 2.1 Topography The subject site is approximately 1.62 acres and slopes down from International Way at an apprommate elevation of 430' to the north toward the river with slopes ranging between 3-8% to an elevation of 427-428 along the northern property line. FEMA floodplain mapping for the area indicates the site is in a special flood hazard area (Zone AE). The 100-year flood elevations for the site are published on FEMA mapping and were found to be between 428.3 feet at the west side of the site, and 429.5 feet at the east side. This development will be subject to City of Springfield's Floodplain Overlay District requirements. The construction will include filling the site 3-4' in order to raise the finished floor of the building above the floodplain elevation. Grading and other earthwork activities are not expected to significantly affect flood elevations in the area. 2.2 Soils According to the Soils Survey of Lane County Oreton, by the Natural Resource Conservation Service, the soil on the site is Chehalis silty clay loam, occasionally flooded (Soil Number 26). This soil is a relatively well draining soil class with moderate capacity to transmit coater (0.5-2 in/hr). Prior to final construction, infiltration tests may be required, but for this report an assumed infiltration rate of 2 in/hr was used. 2.3 Existing Drainage The existing site is covered by grass, gravel and blackberry bushes. The site drains to the north toward the river and as mentioned before lies in a floodplain. There are two 12" diameter laterals extended to the site off International Way. Both of these 12" laterals have sufficient capacity to accommodate the 25 year discharge from the site. These laterals connect with the City of Springfield conveyance system that directs the stormwater east and then north toward the river. Date Received' OCT 242012 i Original Submittal._— ; o 0 Giusti na Resources (12-187) Is October 17, 2012 3.0 Proposed Site Conditions 3.1 Project Description The planned site development will remove all existing vegetation and construct a new office building with utility`services and associated parking lot and pedestrian walkways. The proposed stormwater treatment for the site will be a combination of a Rain Garden for a portion of the r parking lot, Stormfilter Catch basin for a portion of the joint access driveway, and double compartment catch basins with fossil filter inserts for the remaining pavement areas. Rain Gardens are vegetated "infiltration basin with a flat bottom and shallow landscaped depressions used to collect and hold stormwater runoff, allowing pollutants to settle and filter out as water percolates through the planter soils before infiltration into the ground below or piped to its downstream destination." The rain gardens on this site are primarily meant to treat the stormwater event and will not be utilized for stormwater detention since there is adequate capacity of the downstream pipes and conveyance system. 3.2 Water Quality Treatment System The site is essentially split into five drainage basins; the building, the shared access driveway, and the parking lot is split into three basins. The shared access driveway and one of the parking lot basins will collect runoff in double compartment catch basins with fossil filter inserts. The remaining parking lot basins will be routed to a rain gardens or treatment basin per city of Portland Stormwater Management Mnaual. The building runoff will connect with the conveyance system. Rain Garden 1 is located along the western edge of the parking lot. The basin map in Appendix B clearly depicts the designated basins and their treatment locations. All stormwater calculations were performed using HydroCAD 9.1 modeling software. This program utilizes the Santa Barbara Unit Hydrograph hydraulic modeling method. All results of the analysis are included in Appendix B. 24-Hour Rainfall depths are based on City of Springfield Design Standards section 4.03.3 Hydrologic Calculations. Table 1 displays the basin areas and the treatment destination for each basin. Note that the basins P1 and P2 contain just over half the non-rooftop impervious area, and are routed to the vegetated treatment facility, meeting the City of Springfield requirement for vegetated treatment. q' Table 1: Basin Areas t Basinesd�ption Impervious Pervious Treatment Di ID ry Area Area Destination Al Joint Access Driveway 8,410 2,375 Dual Chamber I i Catch Basin Pi West Parking Lot I 10,514 2,835 Rain Garden 1 (RG1) P2Central Parking Lot I 5,947 1,500 Rain Garden 1 i (RG1) P3 EastParking Lot _ 7,131 2,000 Dual Chamber Catch Basin B1 Building I 10,3so - Conveyance System a ( Date Received: Branch Engineering, Inc ' I 2 OCT 242012 Original Submittal a o Giusti na Resources (12-181) October 17, 2012 Because the site will require a fair amount of fill and the existing soil on site is considered to have adequate infiltration rates, the rain garden was sized based on a magnum infiltration rate of 2 in/hr. Table 2 displays the Rain Garden properties that were included in the HydroCAD model. Table 2: Rain Garden Properties Rain Contributing Base Top Volume Overflow Overflow Overflow Garden (cubic Device ID Basins Elevation Elevation feet) Structure Destinations Elevation Type D, Conveyance Overflow @ RG1 P1, P2 427.90 428.75 547 Ditch Inlet System 428.40 Table 3 displays the results of the HydroCAD model for the Water Quality & 25-Pear Storm Events that can be found in Appendix C. Table 3: Discharge Results WQStorm Event 25-YR Storm Event Rain Peak Peak Peak Outflow Garden Flow Peak Inflow to Peak ID (CFS) Elevation (CFS) downstream Elevation facility(CFS) RG1 0.05 428.12 0.53 0.49 428.56 Al 0.02 - 0.27 - - P3 0.02 0.23 Because the peak elevation in the Rain garden is less than the overflow elevation during the coater quality event, the facility meets the coater quality requirements. 3.3 Proposed Stormwater Destination As stated previously the destination for the Stormwater discharged from the site is to the stonn pipe stubbed off International Way toward the middle of the site. This 12" stub was constructed with the intention of picking up runoff from the development of this site and has adequate capacity to pick up the 1.27cfs discharged from the site during the 25 year storm event. The pipe connects with the conveyance system in the roadway and directs water east and then north toward the river. Date Received'. OCT 2 4 2012 Branch Engineering, Inc. 3 Original gubmittai 0 0 r APPENDIX A Lane County Soil Maps and Soil Data i k Date Received: OCT 242012 original Submittal r Soil Map—Lane County Area,Oregon (Giustina Resources) 497470 497480 4974W 497500 497519 49752D 49753D 497540 497550 497560 497570 497580 497590 497600 497610 497620 497630 497640 0 44°5'21" m m >, v0. 4 k. a - t � S cc o Ne m C-) -27 N o m k m m m m 44°5'17• '-- -_._ _._ _... _-_ _..._ .:__. .. - -.-. .. 44°5'iT' 497470 497480 497490 497500 4:510 4:520 497539 497540 497550 497560 497570 497580 497590 1760D 497610 497620 49A631) 4W640 _ Map Srele:1'.838 if printed on A size(8.5"x 11")sheet. N Meters 0 10 20 40 60 Feet 0 45 90 180 270 U5 DA_Natural Resources Web-Soil-Survey 10/1/2012 - Conservation Service National Cooperative Soil Survey Page 1 of 3 Soil Map–Lane County Area,Oregon (Giustina Resources) MAP LEGEND MAP INFORMATION Area of Interest(AOp �Z very Stony Spot Map Scale:1:838 if printed on A size(8.5"x 11")sheet. Q Area of Interest(AOI) Wet Spot The soil surveys that comprise your AOI were mapped at 1:20,000. Soils Other - Q Soil Map Units Warning:Soil Map may not be valid at this scale. Special Point Features Special Lina Features Enlargement of maps beyond the scale of mapping can cause 'p Gully -misunderstanding of the detail of mapping --- -- _ -�_ - --_ –�Blowout=-- , --_ � - 9 -and�accuracy:ofsoilaine. -- �-. Shod Steep Slope placement.The maps do not show the small areas of contrasting ® Borrow Pit O� � Other soils that could have been shown at a more detailed scale. X Clay Spot - Political Features Please rely on the bar scale on each map sheet for accurate map Closed Depression O Cities measurements. x Gravel Pit water Features Source of Map: Natural Resources Conservation Service .. Gravelly Sot Web Soil Survey URL: http://websoilsuNey.nres.usda.gov y p Streams and Canals Coordinate System: UTM Zone 10N NAD83 f� Landfill Transportation - r--aThis product is generated from the USDA-NRCS certified data as of A—Lava Flow Rails the version date(s)listed below. ,L Marsh or swamp Interstate Highways Soil Survey Area: Lane County Area,Oregon R Mine or Quarry US Routes Survey Area Data: Version 9,Aug 20,2012 Miscellaneous Water �' Major Roads Date(s)aerial images were photographed: 7/18/2005 ,� p. Perennial Water' Local Roads The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background v Rock Outcrop imagery displayed on these maps.As a result,some minor shifting + Saline Spot of map unit boundaries may be evident. . . Sandy Spot O — Severely Eroded Spot O rn p Sinkhole p3j Slide or Slip (n n (D p Sodic Spot C --i ? Spoil Area N � � Q Stony Spot N O N USDA Natural Resources Web Soil Survey 10/1/2012 o Conservation Service National Cooperative Soil Survey Page 2 of 3 a a Soil Map—Lane County Area,Oregon Giustina Resources ' Map Unit Legend Lane County Area,Oregon(OR637) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 26 Chehalis silty clay loam,occasionally flooded 2.8 100.0 Totals for Area of Interest 2.8L 100.0% Date Received: 2W USDA Natural Resources Web Soil Survey OCT 7 1 L z � 10/1/2012 ® Conservation Service National Cooperative Soil Survey Page 3 of 3 Original SUbmittal� 0 0 ° Map Unit Description:Chehalis silty clay ltoam,occasionally flooded—Lane Giustina Resources County Area,Oregon 0 Lane Col my Area, Oregon 14 26—Chehalis silty clay loam, occasionally flooded Map Unit Setting Elevation: 290 to 1,000 feet Mean annual precipitation:40 to 60 inches Mean annual air temperature: 52 to 54 degrees F Frost-free period: 165 to 210 days Map Unit Composition Chehalis, occasionally flooded, and similar soils: 85 percent Description of Chehalis, Occasionally Flooded Setting Landform: Flood plains Landform position (three-dimensional):Tread Down-slope shape: Linear Across-slope shape:,Linear Parent material.Alluvium from mixed sources Properties and qualities Slope:0 to 3 percent Depth to restrictive feature: More than 80 inches Drainage class:Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding: Occasional Frequency of ponding: None Available water capacity., High (about 11.5 inches) Interpretive groups Land capability classification (irrigated):2w Land capability(nonirrigated):2w Typical profile 0 to 13 inches:Silty clay loam 13 to 55 inches: Silty clay loam 155 to 70 inches: Silt loam 1 Data Source Information Soil Survey Area: Lane County Area, Oregon Survey Area Data: Version 9, Aug 20, 2012 : 6 p Date Received: r N USDA Natural Resources Web Soil Survey 10/1/2012 conservation Service National Cooperative Soil Survey OCT 2 4 2012 page 1 of 1 Original Submittal y 1 �F 5 5- 1 APPENDIX B Proposed Drainage Basin Map �T Date Received: s OCT 2 4 2012 Original Submittal 3 . .., T rim ] tx'7L f anch - - - - - - - - - - - - - - - - - - - - - - - GINEEIING; xxI i .. -.... - - _;' . .:..,, ..... ... .::::::::: :':': i.... ..:... .: FF 431.0 . o I II: rpr I' I X17kA LU .14 u �S e . / 1. li :' I 4::.I > - h6I93��I � I �I�-� Id I I I � ��::•..'� u' -- ------- — �'I o —�— _ l: N w — so so - j Wo 3 = N Q 0 »:m ccj:cx:a;a,':iii:cs - — — —I_ - — — — `:ig oji`' �a r car a - 9 I, w y y'�°9tb'Pv tA_ _ IA14I9.P5 F- LEGEND O GRAPHIC SCALE o m i m o l o l o l o PROPOSED BASIN LINE ?• .,. C-) (♦) N 30 0 15 30 60 ® BASIN ID ,a BASIN MAP N © RAIN GARDEN FACILITY Q [e """`T ' ® MODELED REACH F ,� STM IV Q V l� - K I ,l APPENDIX C Stormwater Runoff Calculations Water Quality Design Storm 25-Year Design Storm AQ F� i k Date Received: OCT 2 4 2012 Original Submittal—._.—. 0 0 B1 P1 P2 UILDING PARKING LOT ESTTRAL LOT WEST G1 P3 WQ BASI PARKING LOT EAST Al ACCESS DRIVE 12R 12"PIPE j b 9 SUbCa Reach Aon Link i Drainage Diagram for 11-181-PRELIM DES2 Prepared by{enter your company name here), Pr' ed 10/1 012 ,,I C I HydroCAD®9.10 s/n07090 ©2011 HydroCADSo( watenP'(`el eC1- OCT 2 4 2012 Original Submittal i 0 0 11-181 PRELIM DES2 Type IA 24-hr 25 yr Rainfall=4.80" Prepared by {enter your company name here} Printed 10/16/2012 HydroCAD®9.10 s/n 07090 @2011 HydroCAD Software Solutions LLC Page 2 Summary for Subcatchment All: ACCESS DRIVE Runoff = 0.27 cfs @ 7.83 hrs, Volume= 0.087 af, Depth= 4.22" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-36.00 hrs, dt=0.01 hrs Type IA 24-hr 25 yr Rainfall=4.80" Area (sf) CN Description 7,568 98 ACCESS DRIVE 841 98 WEST SIDEWALK 1,553 85 WESTLANDSCAPE 822 85 EASTLANDSCAPE 10,784 95 Weighted Average 2,375 22.02% Pervious Area 8,409 77.98% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.9 120 0.0100 1.07 Sheet Flow, Pavement Drainage Smooth surfaces n= 0.011 P2=3.12" 0.5 65 0.0100 2.03 Shallow Concentrated Flow, Gutter Flow Paved Kv= 20.3 fps 2.4 185 Total Summary for Subcatchment B1: BUILDING Runoff = 0.27 cfs @ 7.82 hrs, Volume= 0.090 af, Depth= 4.56" Runoff by SCS TR-20 method, UH=SCS, Time Span=0.00-36.00 hrs, dt= 0.01 hrs Type IA 24-hr 25 yr Rainfall=4.80" Area (sf) CN Description 10,350 98 BUILDING 10,350 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.9 120 0.0100 1.07 Sheet Flow, Pavement Drainage Smooth surfaces n= 0.011 P2= 3.12" 0.5 65 0.0100 2.03 Shallow Concentrated Flow, Gutter Flow Paved Kv= 20.3 fps 2.4 185 Total Summary for Subcatchment P1: PARKING LOT WEST Runoff = 0.34 cfs @ 7.82 hrs, Volume= 0.111 af, Depth= 4.33" Runoff by SCS TR-20 method, UH=SCS, Time Span=0.00-36.00 hrs, dt=0.01 hrs Date Received: Type IA 24-hr 25 yr Rainfall=4.80° OCT 2 4 2012 Original Submittal-T 0 0 I 11-181 PRELIMDES2 Type IA 24-hr 25 yr Rainfall=4.80" Prepared by{enter your company name here} Printed 10/16/2012 HydroCADO 9.10 sin 07090 ©2011 HydroCAD Software Solutions LLC Page 3 r Area(sf) CN Description 10,514 98 PARKING LOT 2,000 85 LANDSCAPE 835 98 ACCESS DRIVE EAST SW 13,349 96 Weighted Average 2,000 14.98% Pervious Area 11,349 85,.02% Impervious Area Tc Length Slope 'Velocity Capacity Description (min) (feet) (ft/ft) . (f/sec) (cfs) 1.9 120 0.0100 1.07 Sheet Flow, Pavement Drainage Smooth surfaces n= 0.011 P2=3.12" 0.5 65 0.0100 2.03 Shallow Concentrated Flow, Gutter Flow Paved Kv=20.3 fps 2.4 . 185 Total Summary for Subcatchment P2: CENTRAL LOT WEST Runoff = 0.19 cfs@ 7.82 hrs, Volume= 0.060 af, Depth= 4.22" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs Type IA 24-hr 25 yr Rainfall--4.80" Area(sf) CN Description 5,947 98 PARKING LOT 1,500 85 LANDSCAPE 7,447 95 Weighted Average 1,500 20.14% Pervious Area 5,947 79.86% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.9 50 0.0100 0.90 Sheet Flow, Pavement Drainage Smooth surfaces n= 0.011 P2= 3.12" 1.0 90 0.0060 1.57 Shallow Concentrated Flow, Gutter Flow Paved Kv= 20.3 fps 1.9 140 Total Summary for Subcatchment P3: PARKING LOT EAST Runoff = 0.23 cfs@ 7.83 hrs, Volume= 0.074 af, Depth= 4.22" Runoff by SCS TR-20 method, UH=SCS, Time Spin=0.00-36.00 hrs, dt= 0.01 hrs Type IA 24-hr 25 yr Rainfall--4.80" 1 li Date Received: I OCT 2 4 2012 Original Submittal I o a 11-181 PRELIM DES2 Type IA 24-hr 25 yr Rainfall=4.80" Prepared by{enter your company name here} Printed 10/16/2012 HydroCAD(8)9.10 sin 07090 02011 HydroCAD Software Solutions LLC Paae 4 Area(sf) CN Description 7,131 98 PARKING LOT 2,000 85 LANDSCAPE 9,131 95 Weighted Average 2,000 21.90% Pervious Area 7,131 78.10% Impervious Area Tc Length Slope Velocity Capacity Description _(min) (feet) (ft/ft) (ft/sec) (cfs) 1.9 120 0.0100 1.07 Sheet Flow, Pavement Drainage Smooth surfaces n= 0.011 P2=3.12" 0.5 65 0.0100. 2.03 Shallow Concentrated Flow, Gutter Flow Paved Kv= 20.3 fps 2.4 185 Total Summary for Reach 12R: 12" PIPE Inflow Area= 1.172 ac, 84.58% Impervious, Inflow Depth = 3.63" for 25 yr event Inflow = 1.27 cfs @ 7.84 hrs, Volume= 0.355 of Outflow = 1.27 cfs @ 7.85 hrs, Volume= 0.355 af, Atten= 0%, Lag= 0.1 min Routing by Stor-Ind method, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs Max. Velocity=3.90 fps, Min. Travel Time= 0.1 ruin Avg. Velocity= 2.09 fps, Avg. Travel Time= 0.2 min Peak Storage= 7 cf @ 7.85 hrs Average Depth at Peak Storage= 0.43' Bank-Full Depth= 1.00', Capacity at Bank-Full=3.28 cfs 12.0" Round Pipe n= 0.010 PVC, smooth interior Length=22.0' Slope= 0.00507' Inlet Invert=423.41', Outlet Invert=423.30' Summary for Pond RG1: WO BASIN Inflow Area= 0.477 ac, 83.17% Impervious, Inflow Depth = 4.29" for 25 yr event Inflow = 0.53 cfs @ 7.82 hrs, Volume= 0.171 of Outflow = 0.53 cfs @ 7.87 hrs, Volume= 0.171 at, Atten= 1%, Lag=3.2 min Discarded = 0.04 cfs @ 7.87 hrs, Volume= 0.067 of Primary = 0.49 cfs @ 7.87 hrs, Volume= 0.104 of Date Received: Routing by Stor-Ind method, Time Span= 0.00-36.00 hrs, dt=0.01 hrs OCT 2 4 2012 Original Submittal___ 0 0 11-181 PRELIM DES2 Type lA 24-hr 25 yr Rainfall=4.80" Prepared by {enter your company name here) Printed 10/16/2012 HydroCAD@ 9.10 s/n 07090 @2011 HydroCAD Software Solutions LLC Page 5 Peak Elev=428.56'@ 7.87;hrs Surf.Area= 857 sf Storage= 372 cf Plug-Flow detention time=48.3 min calculated for 0.171 of (100%of inflow) Center-of-Mass det. time=48.3 min ( 722.7- 674.4) Volume Invert Avail.Storage Storage Description #1 427.87' 813 cf Custom Stage Data(Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 427.87 214 0 0 428.75 1,030 547 547 429.00 1,095 266 813 Device Routing Invert Outlet Devices #1 Discarded 427.87' 2.000 in/hr Exfiltration over Surface area #2 Primary 423.41' 6.0" Round Culvert L= 22.0' CMP, square edge headwall, Ke= 0.500 Inlet/Outlet Invert= 423.41'/423.30' S=0.0050 Y Cc=0.900 n= 0.011 Concrete pipe, straight&clean #3 Device 2 428.40' 2.2' long x 1:00' rise Sharp-Crested Rectangular Weir 2 End Contraction(s) 0.5'Crest Height Discarded OutFlow Max=0.04 cfs @ 7.87 hrs HW=428.56' (Free Discharge) t--1=Exfiltration (Exfiltration Controls 0.04 cfs) Primary OutFlow Max=0.49 cfs @ 7.87 hrs HW=428.56' (Free Discharge) t-2=Culvert (Passes 0.49 cfs of 2.08 cfs potential flow) t--3=Sharp-Crested Rectangular Weir (Weir Controls 0.49 cfs @ 1.38 fps) I I, i I I Date Received: • I OCT 2 4 2012 a Original Submittal i 0 0 11-181 PRELIM DES2 Type IA 24-hr WQ Rainfal1=0.83" Prepared by {enter your company name here} Printed 10/16/2012 HydroCAD@ 9.10 s/n 07090 02011 HydroCAD Software Solutions LLC Page 6 Summary for Subcatchment Al: ACCESS DRIVE Runoff = 0.02 cfs @ 7.92 hrs, Volume= 0.009 af, Depth= 0.42" Runoff by SCS TR-20 method, UH=SCS, Time Span=0.00-36.00 hrs, dt= 0.01 hrs Type IA 24-hr WO Rainfall=0.83" Area(sf) CN Description 7,568 98 ACCESS DRIVE 841 98 WEST SIDEWALK 1,553 85 WESTLANDSCAPE 822 85 EASTLANDSCAPE 10,784 95 Weighted Average 2,375 22.02% Pervious Area 8,409 77.98% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.9 120 0.0100 1.07 Sheet Flow, Pavement Drainage Smooth surfaces n= 0.011 P2=3.12" 0.5 65 0.0100 2.03 Shallow Concentrated Flow, Gutter Flow Paved Kv= 20.3 fps 2.4 185 Total Summary for Subcatchment 61: BUILDING Runoff = 0.04 cfs @ 7.85 hrs, Volume= 0.012 af, Depth= 0.63" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-36.00 hrs, dt=0.01 hrs Type IA 24-hr WQ Rainfall=0.83" Area (sf) CN Description 10,350 98 BUILDING 10,350 100.00% Impervious Area Tc Length Slope Velocity Capacity Description _(min) (feet) (ft/ft) (ft/sec) (cfs) 1.9 120 0.0100 1.07 Sheet Flow, Pavement Drainage Smooth surfaces n= 0.011 P2=3.12" 0.5 65 0.0100 2.03 Shallow Concentrated Flow, Gutter Flow Paved Kv= 20.3 fps 2.4 185 Total Summary for Subcatchment P1: PARKING LOT WEST Runoff = 0.04 cfs @ 7.90 hrs, Volume= 0.012 af, Depth= 0.48" Date Received: Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs Type IA 24-hr WQ Rainfall=0.83" OCT 2 4 2012 Original Submittal 0 0 Q 11-181 PRELIM DES2 Type IA 24-hr WQ Rainfall=0.83" Prepared by{enter your company name here} Printed 10/16/2012 HydroCAD®9.10 s/n 07090 62011 HydroCAD Software Solutions LLC Page 7 Area (sf) CN Description 10,514 98 PARKING LOT 2,000 85 LANDSCAPE 835 98 ACCESS DRIVE EAST SW 13,349 96 Weighted Average 2,000 14.98% Pervious Area 11,349 85.02% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.9 120 0.0100 1.07 Sheet Flow, Pavement Drainage Smooth surfaces n= 0.011 P2=3.12" 0.5 65 0.0100 2.03 Shallow Concentrated Flow, Gutter Flow Paved Kv= 20.3 fps 2.4 185 Total Summary for Subcatchment P2: CENTRAL LOT WEST Runoff = 0.02 cfs @ 7.91 hrs, Volume= 0.006 at, Depth= 0.42" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs Type IA 24-hr WQ Rainfall=0.83" Area(sf) CN Description 5,947 98 PARKING LOT 1,500 85 LANDSCAPE 7,447 95 Weighted Average 1,500 20.14% Pervious Area 5,947 79.86% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.9 50 0.0100 0.90 Sheet Flow, Pavement Drainage Smooth surfaces n= 0.011 P2=3.12" 1.0 90 0.0060 1.57 Shallow Concentrated Flow, Gutter Flow Paved Kv= 20.3 fps 1.9 140 Total Summary for Subcatchment P3: PARKING LOT EAST Runoff = 0.02 cfs,@ 7.92 hrs, Volume= 0.007 at, Depth= 0.42" 11 Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs Type IA 24-hr WQ Rainfall-L,0.83" Date Received: OCT 2 4 2012 Original Submittal_-- O Q 11-181 PRELIMDES2 Type IA 24-hr WO Rainfall=a 83" Prepared by {enter your company name here} Printed 10/16/2012 HydroCAD®9.10 s/n 07090 @ 2011 HydroCAD Software Solutions LLC Page 8 Area(sf) CN Description 7,131 98 PARKING LOT 2,000 85 LANDSCAPE 9,131 95 Weighted Average 2,000 21.90% Pervious Area 7,131 78.10% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.9 120 0.0100 1.07 Sheet Flow, Pavement Drainage Smooth surfaces n= 0.011 P2=3.12" 0.5 65 0.0100 2.03 Shallow Concentrated Flow, Gutter Flow Paved Kv= 20.3 fps 2.4 185 Total Summary for Reach 12R: 12" PIPE Inflow Area= 1.172 ac, 84.58% Impervious, Inflow Depth = 0.29" for WQ event Inflow = 0.08 cfs @ 7.89 hrs, Volume= 0.028 of Outflow = 0.08 cfs @ 7.90 hrs, Volume= 0.028 af, Atten= 0%, Lag= 0.1 min Routing by Stor-Ind method, Time Span= 0.00-36.00 hrs, dt=0.01 hrs Max. Velocity= 1.78 fps, Min. Travel Time= 0.2 rnin Avg. Velocity= 1.01 fps, Avg. Travel Time= 0.4 min Peak Storage= 1 cf @ 7.90 hrs Average Depth at Peak Storage= 0.11' Bank-Full Depth= 1.00', Capacity at Bank-Full= 3.2.8 cfs 12.0" Round Pipe n= 0.010 PVC, smooth interior Length=22.0' Slope= 0.00507' Inlet Invert=423.41', Outlet Invert=423.30' 0 Summary for Pond RG1: WO BASIN Inflow Area= 0.477 ac, 83.17%, Impervious, Inflow Depth = 0.46" for WQ event Inflow = 0.05 cfs @ 7.91 hrs, Volume= 0.018 of Outflow = 0.02 cfs @ 8.80 hrs, Volume= 0.018 af, Atten= 61%, Lag= 53.7 min Discarded = 0.02 cfs @ 8.80 hrs, Volume= 0.018 of Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Date Received; Routing by Stor-Ind method, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs OCT 242012 Original Submittal 0 0 11-181_PRELIM DES2 Type IA 24-hrWQ Rainfall=0.83" Prepared by (enter your company name here) Printed 10/16/2012 HydroCADO 9.10 sin 07090 b2011 HydroCAD Software Solutions LLC Page 9 Peak Elev=428.12'@ 8.801hrs Surf.Area=450 sf Storage= 84 cf Plug-Flow detention time= 28.3 min calculated for 0.018 of (100%of inflow) Center-of-Mass det.time= 28.3 min ( 809.2 - 780.9) Volume Invert Avail.Storage Storage Description #1 427.87' 11 813 cf Custom Stage Data(Prismatic) Listed below (Recalc) Elevation Surf.Area' Inc.Store Cum.Store (feet) (sq-ft)! (cubic-feet) (cubic-feet) 427.87 214V0 0 428.75 1,030" 547 547 429.00 1,095 266 813 Device Routing Invert Outlet Devices #1 Discarded 427.87' 2.000 in/hr Exfiltration over Surface area #2 Primary 423.41' 6.0" Round'Culvert L= 22.0' CMP, square edge headwall, Ke= 0.500 Inlet/Outlet Invert= 423.41'/423.30' S= 0.0050 '/' Cc= 0.900 n= 0.011 Concrete pipe, straight & clean #3 Device 2 428.40' 2.2' long x 1.00' rise Sharp-Crested Rectangular Weir 2 End Contraction(s) 0.5' Crest Height Discarded OutFlow Max=0.02 cfs @ 8.80 hrs HW=428.12' (Free Discharge) t--1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=427.87' (Free Discharge) t--2=Culvert (Passes 0.00 cfs of 1.92 cfs potential flow) t-3=Sharp-Crested Rectangular Weir ( Controls 0.00 cfs) II ii i Date Received: OCT 2 4 2012 Original Submittal r j