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MMD2007-00014 MMD2007 00014 TIGARD WINCO FOODS PARKING LOT MODIFICATION REQUEST k City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 May 15, 2007 • _ ; • Mr. Dave Van Ettan T I G A R D WinCo Foods, Inc. 650 N.Armstrong Place Boise, ID 83704 RE: Tigard WinCo Foods Parking Lot Modification Request, Case File No. MMD2007-00014 Dear Mr. Van Ettan: 1. This letter is in resp sell to your request for a Minor Modification (MMD2007-00014) of the approved site development plans DR93-0002). The site is located at 7501 SW Dartmouth Street, WCTM 1S136CD, Tax Lot 4300 and 1S1 C, Tax Lot 4500. The original approval in 1993 was for the existing WinCo building. Permits were acquired from the Department of State Lands to fill and mitigate the adjacent wetlands in order to construct the existing retaining wall. You have requested a Minor Modification to reconfigure the existing parking lot. The proposed changes include making the existing spaces 90 degree angle parking and provide new landscape islands. An addition to the existing building is also requested through the Site Development Review process (SDR2007-00002) and is therefore not addressed in this review. Tax lot 4300 contains sensitive lands (wetlands and drainageway), but no site changes are proposed within the sensitive lands. A Service Provider Letter from Clean Water Services and an Environmental Site Assessment prepared by Pacific Habitat Services,Inc.have been provided. No Sensitive Lands Review is required. Analysis of Modification Request: Section 18.360.060 of the Tigard Development Code Site Development Review chapter, states; "any modification which is not within the description of a major modification as provided in section 18.360.050 shall be considered a minor modification." Section 18.360.050 states that the Director shall determine that a major modification(s) has resulted if one (1) or more of the changes listed below have been proposed: 1. An increase in dwelling unit density or lot coverage for residential development. The proposal does not involve residential property. Therefore, this standard does not apply. 2. A change in the ratio or number of different types of dwelling units. This criterion is not applicable,as this request does not involve a residential development. 3. A change that requires additional on-site parking in accordance with Chapter 18.765. The changes proposed do not require additional on-site parking. Regardless the applicant is creating an additional 14 spaces by reconfiguring the parking lot. This criterion is not applicable. 4. A change in the type of commercial or industrial structures as defined by the Uniform Building Code. No change in the structural occupancy type of the buildings is proposed. Therefore, this criterion is not applicable. 5. An increase in the height of the building(s) by more than 20 percent. This criterion is not applicable because no changes to the buildings are proposed with this application. A building addition is proposed under a separate application (SDR2007-00002). Page 1 of 2 Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 1 • 6. A change in the type and location of accessways and parking areas where off-site traffic would be affected. The site is accessed by driveways, two on SW 72nd Avenue and one on SW Dartmouth Street. No changes are proposed to the accessways with this application only to the parking configuration. These changes are not near the access points and will not affect off-site traffic. 7. An increase in vehicular traffic to and from the site and the increase can be expected to exceed 100 vehicles per day. This modification to parking and landscaping will not generate additional vehicle trips to and from the site. Therefore, this criterion is satisfied. 8. An increase in the floor areas proposed for a non-residential use by more than ten percent excluding expansions under 5,000 square feet. The applicant is not proposing an expansion to the building floor area with this application. A 9,824 square foot building addition is requested through application SDR2007-00002.. 9. A reduction in the area reserved for common open space and/or usable open space that reduces the open space area below the minimum required by the code or reduces the open space areas by more than ten percent. There are sensitive lands on-site to the west of the existing improvements. No changes are proposed to decrease this open area. All proposed changes will be within the existing parking lot area. This standard is met. 10. A reduction of project amenities (recreational facilities, screening; and/or, landscaping provisions) below the minimum established by the code or by more than ten percent where specified in the site plan. Based on the original approval the 15% landscape requirement was exceeded because the plan proposed 25% landscaping. This application will increase the on-site landscaping by 52 feet. Landscape areas are being added to meet current requirements for parking lot trees. 11. A modification to the conditions imposed at the time of Site Development Review approval that is not the subject of criteria (B). 1 through 10 above this subsection. The original site plan was approved through a Site Development Review in 1993 (SDR 93-0002). Staff has reviewed this decision and finds that this modification has no effect on the conditions imposed at the time of Site Development Review nor is the applicant requesting a modification to those conditions. This request is determined to be a minor modification to an existing site. The Director's designee has determined that the proposed minor modification of this existing site will continue to promote the general welfare of the City and will not be significantly detrimental,or injurious to surrounding properties,provided that development which occurs after this decision complies with all applicable local,state,and federal laws. This request for Minor Modification approval is hereby granted. If you need additional information or have any questions,please feel free to call me at(503) 639-4171 ext. 2437. Sincerely, ✓✓ Cheryl Caines Assistant Planner c: Michael Bell WRG Design,Inc. 5415 SW Westgate Drive,Suite 100 Portland,OR 97221 Page 2 of 2 i *a IP CITY of TIGARD GEOGRAPHIC INFORMATION SYSTEM II El l' - '' -F-9. . Id IP VICINITY MAP roppo"sT ititi I MMD2007-00014 PIPIF111 4111, 1 _____ I WINOO FOODS • PKNG. LOT '••. III 1 , I — LE GE ND: .it9, StB3JE CT A sr 1 E ,• .,,,,,LOPS Frj j “.i'i 1 4'''°'' ..:Y _.! 'NI Illi • ' L,.„. \•- ... ., . . 1 / ■■•,,,,,.. - •-__._,_. _ DARTM OUT. 'flgard Area Map • N 0 100 200 300 400 500 Feet ...S■i.___. _____J 1111, as 1"=38 9 feet ' IN • -1--", MI TIGARD .,_ 7 / , ., II HERmos. 11 Information on this map is for general location only and 13125 SW Hall Blvd Tigard,OR 97223 (503)639-4171 (503)639-4171 http://www.ci.tigard.or.us 11 Community Development Plot date:May 15,2007;C:\magic\MAGICO3.APR r _.... LEGEND , 132 C Y —--—-EXISTING BOUNDARY(NE C0 -STORM DRAM CLEANOUT p / N. - -EXISTING CENTERLINE b -FIRE HYDRANT 15 i // / / I _ •}' W —--—-COSTING RIGHT-CF-WAY UNE T] -FIRE DEPARTMENT CONNECTION / % 'u' :.m 41' % _X % -FENCE UNE TYPE AS NOTED 9 -MATER VAL 0 / / d JY\ +{YYda I w -UNDERGROUND RATER LRE LB -WATT META S i/ - �{iAf3 .". -UHOERGRWND IRRIGATION LINE -SPRINKLER VALVE ig 0 :A / ¢¢ 3q�AS -SANTARY SEWER LINE / s tRb.. 4--i'( -STREET JCHT(COBRA ARM) 9 d / / _ O • rp. -—iy_—-_STORM DRAINAGE UNE / / - • - ® -ELECTRICAL VAULT Qx 6 / / ,., >w____ 1�� xxaV A 1"~` 71 1,. 1 -UNDERGROUND TELEPHONE LINE -ELECTRIC JUNCTION B0% i E /// N +.rPY�P�IA3j T -UNDERGROUND TELEPHONE LINE ® -TRANSFORMER • / ° UNDERGROUND CAS LINE ® -TELEPHDNE RISER W / �. iII � -r ,�0 TEPHONE NHGF/ '' •.,.. ,,,,,...„,. _PARKING BUMPER I / / j r Me F;e` 'FI I l -EXISTING ASPHALT SURFACE 1 / 3T p -HANDICAPPED PIRATIC SPACE ///. ... - �!'I -EySTINC CONCRETE SURFACE -CONIFEROUS TICE Li // --- ' \." -CAS VALVE / 9 p > I ® -GAS WEER - OUas TREE Marquis * I `.i E O _SEE SANITARY SERER TABLE F -WRIT''P % • S a I ' P -SANITARY SERER CLEAN°, -UTUTY PGF / G 131 G -SANITARY SERER MANHOLE P -BOLLARD BSI O -SEE STORM NONAGE TABLE °p -GATE PCST — / ,• -CATCH BASIN -MAILBOX 0 -/%/ _. <•- r - I �Ilr�l}I �D -RWFA4MAINN YAMIOLE c''' DOUBLE RPOBT SIGN- r • —c 1 - 0:737 ° - -- o� III/;, MIXL��En A - R 0MN UTR11Y VAULT /// :_ : c - al _ 1111111411111 jel" ] .__ v v �1 B f I,,If.: I O R■GER PARI(XD5T.NI mmC•, /� rill. 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Lunsford being_ first duly sworn/affirm, on oath depose and say that I am a Planning Administrative Assistant for the City of Tigard, Washington County, Oregon and that I served the following: {(heck Appagiu Box BA* NOTICE, OF DECISION FOR MMD2007-00014/WINCO FOODS PARKING LOT (File No./Name Reference) AMENDED NOTICE City of Tigard Planning Director A copy of the said notice being hereto attached,marked Exhibit"A",and by reference made a part hereof,was mailed to each named person(s) at the address(s) shown on the attached list(s),marked Exhibit"B",and by reference made a part hereof,on May 15,2007,and deposited in the United States Mail on May 15,2007,postage prepaid. tthdNofice) '1 177 STATE OF OREGON County of Washington ss. City of Tigard Subscribed and sworn/affirmed before me on the ( day.. We ,2007. OFFICIAL - MOS R MAIM \ J NOTARY PUBLIC•OREGON COMMON NO.403356 _MY •• • EXPIRES MARCH 21,2010 • �=' PUBLIC OF *RE My Commission Expires: Cz5 a1 l0 EXHIBIT A City of Tigard, Oregon 13125 SW Hall Blvd. • Tigara, OR 97223 1•r May 15, 2007 Mr. Dave Van Ettan T I G A R D WinCo Foods, Inc. 650 N.Armstrong Place Boise, ID 83704 RE: Tigard WinCo Foods Parking Lot Modification Request, Case File No. MMD2007-00014 Dear Mr. Van Ettan: This letter is in response to your request for a Minor Modification (MMD2007-00014) of the approved site development plans (SDR93-0002). The site is located at 7501 SW Dartmouth Street, WCTM 1S136CD, Tax Lot 4300 and 1S13DC, Tax Lot 4500. The original approval in 1993 was for the existing WinCo building. Permits were acquired from the Department of State Lands to fill and mitigate the adjacent wetlands in order to construct the existing retaining wall. You have requested a Minor Modification to reconfigure the existing parking lot. The proposed changes include making the existing spaces 90 degree angle parking and provide new landscape islands. An addition to the existing building is also requested through the Site Development Review process (SDR2007-00002) and is therefore not addressed in this review. Tax lot 4300 contains sensitive lands (wetlands and drainageway), but no site changes are proposed within the sensitive lands. A Service Provider Letter from Clean Water Services and an Environmental Site Assessment prepared by Pacific Habitat Services,Inc. have been provided. No Sensitive Lands Review is required. Analysis of Modification Request: Section 18.360.060 of the Tigard Development Code Site Development Review chapter, states; "any modification which is not within the description of a major modification as provided in section 18.360.050 shall be considered a minor modification." Section 18.360.050 states that the Director shall determine that a major modification(s) has resulted if one (1) or more of the changes listed below have been proposed: 1. An increase in dwelling unit density or lot coverage for residential development. The proposal does not involve residential property. Therefore, this standard does not apply. 2. A change in the ratio or number of different types of dwelling units. This criterion is not applicable, as this request does not involve a residential development. 3. A change that requires additional on-site parking in accordance with Chapter 18.765. The changes proposed do not require additional on-site parking. Regardless the applicant is creating an additional 14 spaces by reconfiguring the parking lot. This criterion is not applicable. 4. A change in the type of commercial or industrial structures as defined by the Uniform Building Code. No change in the structural occupancy type of the buildings is proposed. Therefore, this criterion is not applicable. 5. An increase in the height of the building(s) by more than 20 percent. This criterion is not applicable because no changes to the buildings are proposed with this application. A building addition is proposed under a separate application (SDR2007-00002). Page 1 of 2 Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 6. A change in the type and location of accessways and parking areas where off-site traffic would be affected. The site is accessed by driveways, two on SW 72nd Avenue and one on SW Dartmouth Street. No changes are proposed to the accessways with this application only to the parking configuration. These changes are not near the access points and will not affect off-site traffic. 7. An increase in vehicular traffic to and from the site and the increase can be expected to exceed 100 vehicles per day. This modification to parking and landscaping will not generate additional vehicle trips to and from the site. Therefore, this criterion is satisfied. 8. An increase in the floor areas proposed for a non-residential use by more than ten percent excluding expansions under 5,000 square feet. The applicant is not proposing an expansion to the building floor area with this application. A 9,824 square foot building addition is requested through application SDR2007-00002. 9. A reduction in the area reserved for common open space and/or usable open space that reduces the open space area below the minimum required by the code or reduces the open space areas by more than ten percent. There are sensitive lands on-site to the west of the existing improvements. No changes are proposed to decrease this open area. All proposed changes will be within the existing parking lot area. This standard is met. 10. A reduction of project amenities (recreational facilities, screening; and/or, landscaping provisions) below the minimum established by the code or by more than ten percent where specified in the site plan. Based on the original approval the 15% landscape requirement was exceeded because the plan proposed 25% landscaping. This application will increase the on-site landscaping by 52 feet. Landscape areas are being added to meet current requirements for parking lot trees. 11. A modification to the conditions imposed at the time of Site Development Review approval that is not the subject of criteria (B). 1 through 10 above this subsection. The original site plan was approved through a Site Development Review in 1993 (SDR 93-0002). Staff has reviewed this decision and finds that this modification has no effect on the conditions imposed at the time of Site Development Review nor is the applicant requesting a modification to those conditions. This request is determined to be a minor modification to an existing site. The Director's designee has determined that the proposed minor modification of this existing site will continue to promote the general welfare of the City and will not be significantly detrimental,or injurious to surrounding properties,provided that development which occurs after this decision complies with all applicable local,state,and federal laws. This request for Minor Modification approval is hereby granted. If you need additional information or have any questions,please feel free to call me at (503) 639-4171 ext. 2437. Sincerely, Cheryl Caines Assistant Planner c: Michael Bell WRG Design, Inc. 5415 SW Westgate Drive,Suite 100 Portland,OR 97221 Page 2 of 2 f . ap- , CITY of TIGARD • n r IN .611 IP GEOGRAPHIC INFORMATION SYSTEM VICINITY MAP gni ST ' MIVID2007-00014 1 Q WINCO FOODS PKNG. LOT 9'0 ,N. \\`�\�\�� TAYLOR LEGEND: jSU13 JEC;I j SIIE 1 Nth. VI 111111.11111111k 7 DARTMOUTH ST Tigard Area Map N I - 0 100 200 300 400 500 Feet 1.=389 feet TIGARD Information on this map is for general location only and Pliilliiill 13125 SW Hall Blvd Tigard.OR 97223 • I HERMOSO _Ii i I I (503 9-1171 h8p•J/www.ci.tigard.or.us Community Development Plot date:May 15,2007;C:\magic\MAGIC03.APR• • B LEwto / / �" —--—-EASTING BOUNDARY UNE F -STORY DRAIN Ormolu U z gf / K - -FASTING CENTERLNE -FIRE HYDRANT !// / M --—-EXISTING RIGHT-CC-WAY LINE lY -EWE DEPARTIOIT CONNECTKRN / Si _ _ _ ` I / •—%— FENCE uNE.TOTE AS NOTED B -WATER VALVE p // /+y( W -UNDERGROUND WATER UNE ® -WATER MAILS Y .,/'! 1� ,-L,4,..• v.,_, ■-��-- , !C Ni -UNDERGROUND IRRIGATION LINE A -SPRINKLER VALK Z it i / / S lV uA•r E91i[ SS -SAT/TART SEWER LINE V--g. -STREET LICHT(COBRA MO) a • /; wMnvM ` °> -—-5p-—- STOTU DRAINAGE LINE 0 ELECTRICAL VAULT 0 •// ( C e�. I — E -UAERGR WNO ELEL1111LAL LINE =NBC JUNCTION BOX "]' %/% r •R, f IOJ o _UAERGR WNO IELWRRISE LINE D -TRMSFCRMER • ## / !1 i.c'°� I -UNDERGROUND GAS UNE W -TELEPHONE RISER i • // p I © I�ii;F:'',. ;�E -BUILDING FACE 0 -TELEPHONE MANNOE W IA // r`� is -EARNING BUMPER D S / / ,r Eri'�QTY} MI -EXISTING ASPHALT SURFACE e / e WinCo Foods P.A. ,,Y i .AAAx c HAND CA°PED PARKING SPACE ///• .'IyI -EXISTING CONCRETE SURFACE -CONIFEROUS TREE M 1r` / , p marquis I '1',yTI DI -CAS METER -DEOOUWS TREE / / •TW •f° Q% -SEE SANITARY SEWER TABLE f -CUY WE Spa • 11,e 4 F -SANITARY SERER DLEANOAT 0. -LOUT/POLE ,• O •e','jl 0 -S ITMY SEDER RANKLE _CU OAST — , / - � 4 O -SEE STORM DRAINAGE TABLE / / -YAII.0% / ■R ® -CATCH BAs9N 4..ara #N i , j 6° ® -STORM DRAIN MANHOLE/11/ . I , C ! -AREA DRAM �� :DOUBIEF T SIGN .1T• A d+D - OOF DRAIN f1 1 MI IIM OM MI MI / JO r _ C R� ;� O_ J i A -lxiNNOWN UlR1TY VAIAT © p �r P / __ 977117-- _ _- __ �I I pT O RDNIIr[EL,r PMMa ttNL M.. / DO Op IS!. NI W' IN a I,gt��D xQ Na s rMr NAINDCM RARNNa HAIL TYFICAL • • • 20 ■III T I: OO ! 14 171 .' "''I DA O • ©RITWR YMY vAN AMIMI NAIOIRAR RA•Rq HAIL nWRAL. A- S 12 1:• ,. •.• I I •IIe1° 0 IYWRr[xbr epRAtt AAAV•!TALL owe. / _ . !:J.il.. E - _� --_ 1 ' IJJIRi7Fi�lCX 1■ D t. No Z Al )_•. u = I1 i'J J • ° ..I O JIM x�DD' +`�+` �R oho a=s —'1ma19_ � C U • o) xs.00' =0p' xR.aa =ao' ± �_ ' z co 24,14. a \ -I CC O 8\ N`� .� TT i. ~ 0 Z m°L° A Office Max i N.- O _-\ ti II) �- y .mot !¢ • •• • • ��-- - • -- 1 'u.- �? \ \? POI OT YD:W'ICIIIIOI • `\ J DATE 111/OM \\\ } \� d MIMED BY ,W I\ I r ' °-¢ DRAWN BY 1N ,. " - en' N OSCIED BY DAN CI SITE • PLAN • CO2 • J • Winco Food LLC EXHIBITK , Attn: Susan Busche MMD2007-00014 PO Box 5756 WINCO FOODS PARKING LOT Boise, ID 83705 Dave Van Ettan Winco Foods,Inc. 650 N. Armstrong Place Boise, ID 83704 Michael Bell WRG Design,Inc. 5415 SW Westgate Drive, Suite 100 Portland, OR 97221 1 S136DC-04500 WINCO FOOD LLC ATTN:SUSAN BUSCHE BO BOX 5756 Vic/D/7 v V v /2 n,rJ C BOISE, ID 83705 f,('// 1 S136CD-04300 r roG WINCO FOOD LLC ��/ ATTN: SUSAN BUSCHE PO BOX 5756 BOISE, ID 83705 APPLICANT MATERIALS c • • MINOR MODIFICATION TYPE I APPLICATION City of Tigard Permit Center 13125 S V Hall Blvd.,Tigard, OR 97223 TIGARD None: 503.639.4171 Fax: 503.598.1960 11.A modification to the conditions imposed at the GENERAL INFORMATION time of Site Development Review approval that are not the subject of Criteria 1 through 10 above. Property Address/Location(s): 7501 SW Dartmouth Street Tax Map&Tax Lot#(s); 1S136CD04300, 1S136DC04500 Site Size: 12.6 acres FOR STAFF USE ONLY Applicant*:WinCo Foods Inc. MM 7.<A7- Ooa ly Address: 650 N.Armstrong Place Case No.(s): City/State: Boise,ID Zip: 83704 Other Case No.(s);,0 Primary Contact: Dave Van Ettan Receipt No.: i, 63 7 - 1 I Z_ Phone:208-672-2017 Fax:208-672-2146 Application Accepted By: f `�(�/ Date: y 2-61 01 yr Property Owner/Deedllolder(s)*: (Attach list if more than one) WinCo Foods Inc. Address: 650 N.Armstrong Place Phone: 208-672-2017 Date Determined Complete: City/State: Boise,ID Zip: 83704 Rev.7/5/06 *When the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner.The owner(s)must sign this application in the space provided on the back of this form or submit a written authorization with this application. REQUIRED SUBMITTAL ELEMENTS (Note: applications will not be accepted PROPOSAL SUMMARY without the required submittal elements) The owners of record of the subject property request permission for a Minor Modification.To review a modification as a Minor Modification, the Director must first find that the expansion does not invoke one or more of the 11 criteria discussed ❑ Application Form within Section 18.360.050(B)of the Tigard Development Code.If the modification ❑ exceeds the maximum allowed under any one or more of the following criteria,a Owner's Signature/Written Authorization Major Modification review is required. Major Modifications are processed in the ❑ Title Transfer Instrument or Deed same manner as a new Site Development Review.In a separate letter,please address the criteria below contained in Section 18.360.050(B)including a detailed response to ❑ Site Development Plan (3 copies) each criteria. ❑ Site/Plot Plan(reduced 8 1/2"- 11") 1.An Increase in dwelling unit density or lot coverage for residential development. 2. A change in the ratio or number of different types of dwelling units. ❑ Applicant's Statement(3 copies) 3. A change that requires additional on-site parking in accordance with Chapter (Addressing Criteria Under Section 19.360.050(B) 18.765. ❑ Filing Fee$562.00 4. A change in the type of commercial or industrial structures as defined by the Uniform Building Code. 5. An increase in the height of the building(s)by more than 20%. 6.A change in the type and location of accessways and parking areas where off-site In addition,the Director must find that the proposed traffic would be affected. change complies with the underlying standards of die 7.An increase in vehicular traffic to and from the site and increase can be expected applicable zoning district. To complete this review, to exceed 100 vehicles per day. the Applicant's proposal must include a discussion 8.An increase in the floor or area proposed for a non-residential use by more than indicating how the site expansion will continue to 10%excluding expansions under 5,000 square feet. comply with the minimum setback,budding height, 9. A reduction in the area reserved for common open space and/or usable open parking land landscaping standards.Other applicable space that reduces the open space area below the minimum required by this code requirements such as minimum Clear Vision areas or reduces the open space area by more than ten percent. near driveways and street intersections may also be 10.A reduction of project amenities(recreational facilities,screening,and/or, applicable depending on where the budding landscaping provisions)below the minimum established by this code or by more expansion is proposed to be constructed on the site. than 10%where specified in the site plan. APPLICANTS: To consider an application complete,you will need to submit ALL of the REQUIRED SUBMITTAL ELEMENTS as described on the front of this application in the"Required Submittal Elements"box. (Detailed Submittal Requirement Information sheets can be obtained,upon request,for all types of Land Use Applications) THE APPLICANT(S) SHALL CERTIFY THAT: + The above request does not violate any deed restrictions that may be attached to or imposed upon the subject property. + If the application is granted,the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. + All of die above statements and the statements m the plot plan,attachments, and exhibits transmitted herewith,are true;and the applicants so acknowledge that any permit issued,based on this application,and may be revoked if it is found that my such statements are false. a The applicant has read the entire contents of the application, including the policies and criteria,and understands die requirements for approving or denying die application. SIGNATURES of each owner of the subject property. I TED this /3 day of , rt. ,20 i / Owner's Signat Owner's Signature Owner's Signature Owner's Signature 1 W G D E S I G N I N C. II . TRANSMITTAL To: City of Tigard Date: April 16, 2007 WinCo Parking Planning Division Project: Improvements 13125 SW Hall Boulevard • Tigard, OR 97223 WRG#: WNC6888.04 •• NMI From: Michael Bell DEVELOPMENT SERVICES Transmitting: Via: For Your: O Attached El Mail CI Review& Comment O Separate Cover El Messenger 90 min El As Requested El Number of Pages Including Cover CI Hand Delivery O Information/File/Use LAND • • PLANNING • Copies Description 3 bound • packages Submittal Package (narrative, application, plans, and exhibits) • 4./ 3 Plan Sets Full-size development plans (folded) CIVIL ENGINEERING 3 Plan Sets Full-size architecture plans (folded) 1 Plan Set 8.5 x 11 development and architecture plans 1 Check $562.00 for Minor Modification Application (attached) • • LANDSCAPE ARCHITECTURE 1 Application Original signed Application (attached) COMMENTS: Please find enclosed the documents needed for the City of Tigard I Minor Modification Application. LAND Should you have any questions, concerns or comments, please do not hesitate SURVEY to contact me at 503-419-2500. Thank you, Signed: / -/■ - Cc: r ha- Bell, WRG Design 5415StNWestgateDr. Chris Negelspach, WRG Design Suite 100 Dave Van Ettan, WinCo Foods Portland,OR Lee Lizama, Petersen Staggs Architects 97221 File: WNC6888.04 PH 503/419-2500 FX 503/419-2600 www.wrgd.com J:\data\WNC6888.041Comm\Trans\6888.04-transmittal-minor mod.doc jrI Ii, Erai RECEIVED �oSE cif D E S I G N I N C. DEEIUEBY SEBUICE IN[. Arrt 1 F 7 X1.6 `' CITY OF riGAr D TRANSMITTAL PLANNING/ENGINEERING To: Kristie Peerman Date: April 16, 2007 WinCo Parking City of Tigard Project: Improvements 13125 SW Hall Boulevard Tigard, OR 97223 WRG#: WNC6888.04 l'adi From: Kristie Donald DEVELOPMENT SERVICES Transmitting: Via: For Your: 0 Attached O Mail 1 Review & Comment O Separate Cover E Messenger 90 min As Requested CI Number of Pages Including Cover O Hand Delivery El Information/File/Use LAND PLANNING Copies 1 Description 3 Plan Sets Full-size development plans (folded) 3 Plan Sets Full-size architecture plans (folded) CIVIL ENGINEERING 1 Plan Set 8.5 x 11 development and architecture plans LANDSCAPE ARCHITECTURE COMMENTS: illIP Kristie, - Please find the plan sets for the Winco Tigard Minor Modification Application submitted LAND earlier this afternoon. Should you have any questions, concerns or comments, please SURVEY do not hesitate to contact Michael Bell at 503-419-2500. Thank you, I Signed:/,& ,..sii! 1,I1/ . A 5415 SW Westgate Dr. Suite 100 Portland,OR 97221 PH 503/419-2500 FX 503/419-2600 www.wrgd.com J:\data\WNC6888.041 Comm\Trans\6888.04-transmittal-kristie peerman-2007-04-16.doc CITY OF TIGARD 4/20/2007 13125 SW Hall Blvd. 2:02:04PM Tigard,OR 97223 503.639.4171 IIC;ARI) Receipt #: 27200700000000001712 Date: 04/20/2007 Line Items: Case No Tran Code Description Revenue Account No Amount Paid MMD2007-00014 [LANDUS]Minor Modification 100-0000-438000 490.00 MMD2007-00014 [LRPF]LR Planning Surcharge 100-0000-438050 72.00 Line Item Total: $562.00 Payments: Method Payer User ID Acct./Check No. Approval No. How Received Amount Paid Check WINCO FOODS KJP 2001371 In Person 562.00 Payment Total: $562.00 cReceipt.rpt Page 1 of 1 • and recycling facilities (although it is likely that these will be provided on or adjacent to the loading docks on the north edge of the buildings). The applicants will be required to provide details on the screening of these facilities. Code Sections 18.100.80 and .130 provide for vegetative buffering and screening between a proposed development and abutting land uses. The Codes buffer matrix does not provide for any specific buffering or screening standards for a commercial use such as is proposed and abutting commercial properties. The buffer matrix requires a minimum 20 foot buffer yard between commercial development and single-family residential areas such as is found to the east of this site. However, this buffer standard does not apply when there is an intervening street. Nevertheless, Code Sections 18.80.120.A.3.b (Planned Development approval standards) and 18.120.A.4 (Site Development Review approval standards) provide more subjective approval standards for the buffering of a new use from surrounding uses. The landscaping plan provides for well landscaped perimeters of the site with a minimum dimension of fifteen feet. The Commission finds that these landscaped perimeter areas will provide for sufficient landscaped buffering and screening to satisfy the intent of these more subjective Code buffer sections. Chapter 18.102 - Visual Clearance Areas Chapter 18.102 specifies vision clearance triangles adjacent to intersections in -'h the height of plantings, signs, etc. are limited in height to assur.j :tie and adequate sight distance at intersections to reduce potential h:;zards from vehicular turning movements. The landscaping plan appears to be consistent with the standards of this Chapter, as long as lower shrubs are kept trimmed below three feet in height and deciduous trees are trimmed so that no branches are lower than eight feet in height. Signs are also subject to this Code section. Chapter 18.106 - Parking The site plan provides for substantially more than the Code's required minimum number of parking spaces for a combined grocery store and general retail sales plaza of this size (Code Section 18.106.030.C) . 398 parking spaces would be required by the Code standard of 1 space per 200 square feet of gross floor area for the 79,455 square foot food and beverage retail sales. 166 spaces would be required for the proposed 66,295 square foot total retail store area by the Code standard of 1 space per 400 square feet for general retail sales uses. The total required parking would therefore be 564 spaces. The site plan provides for 790 total parking spaces. The parking proposed would exceed Code minimum standards by 226 parking spaces. This may be important with regard to the need to revise plans to provide for the planter strip between the curb and sidewalk along SW Dartmouth. If the grading plan needs to be revised to accommodate the planter strip, it would be preferable to reduce the size of the parking area rather than create a taller retaining wall. Future development lots 4 and 5 will need to be reviewed for parking adequacy at the time of development review. If the property owner does re- partition this property in the future to provide the five individual lots shown on the site plan, joint use access and parking agreements should be provided amongst all of the parcels involved in this development. Code Section 18.106.040.A. 1 allows up to 25 percent of parking stalls to be compact stalls. Less than 5 percent of the parking spaces to be provided would be compact spaces. This standard is therefore satisfied. FINAL ORDER - SDR 93-0002 CUB FOODS/SUPERVALU Page 10 Code Section 18.80.120 identifies approval criteria for a planned development site plan. Of particular note with regard to the current request is Section 18.80.120.A.3.a which states: . . . streets, buildings, and other site elements shall be designed and located to preserve the existing trees, topography, and natural drainage to the greatest extent possible. " With the underlying zoning district allowing large scale commercial developments, such as has been proposed, and the substantial slope of the site that needs to be graded to allow such a development, it would be very difficult if net impossible to allow this type of development without substantially altering the tree cover and existing topography. The application proposes a very substantial amount of site grading a. i removal of almost all existing trees in order to accomplish this development. However, the application provides for preservation and substantial enhancement of the wetlands associated with Red Rock Creek. In addition the landscaping plan provides for a significant amount of replacement landscaping and trees to provide a relatively attractive development around a large commercial box development. Therefore, staff recommends that the Commission find that the development plan makes a reasonable attempt at satisfying this criterion. Section 18.80.120.A.3.b provides standards relative to buffering and screening a proposed development site from surrounding uses and streets. This criterion is addressed under the discussion of Code Chapter 18.100 below. Sections 18.80.120.A.3.c .d and .e refer to residential developments that are developed as planned developments. These approval standards are therefore inapplicable. Sections 18.80.120.A.3.f, .q, .i .i, and .k are essentially references to the requirements of other Code Chapters dealing with access, landscaping, signs, parking, and sensitive lands. Findings relative to these Code Chapters should oe considered tantamount to consistency to these planned development approval standards. Section 18.80.120.A.3.h allows the approval authority to require the developer to provide facilities relative to public transit needs such as bus turn-outs or shelters, if the proposed development abuts a public transit route. SW 72nd Avenue abutting the site is not currently served by Tri-Met bus service, although Tri-Met's comments raise the possibility that current service routes might someday be shifted to directly serve this area. Tri-Met has provided comments on the proposed development plan but has not requested the provision of any transit related facilities. Therefore, staff does not recommend that any transit related facilities be required as conditions of development approval. Chapter 18.62 - C-G Zoning District The proposed uses of the site, food and beverage retail sales and general retail sales, are permitted uses in the C-G zoning district (Code Section 18.62.030) . Staff is charged with reviewing future usage of the site through the review of business tax applications and building permit applications. Proposed site improvements comply with the C-G zoning district dimensional standards (Code Section 18.62.030) for building height (45 foot maximum height allowed; 26 foot maximum height proposed) ; lot coverage (85 percent maximum allowed site coverage in the C-G zone; proposed site coverage of less than 75 percent) ; and landscaped area (minimum landscape coverage of 15 percent; proposed landscape coverage in excess of 25 percent) . There are no applicable building setback requirements since none of the site directly abuts a residential zoning district, except across SW 72nd Avenue from the site. STAFF REPORT - SDR 93-0002 CUB FOODS/SUPERVALU Page 6 U TIGARD WINCO _ _ 11 I ., 1 rg z : , PARKING IMPROVEMENTS • l .• � , Tigard, Oregon w�R 0 /% II 11 d . 0, i ._s. ' ; 1 ___. . _- i L i titOr . Ahhhi -1 l 1. SITE 11 Milli , "_,` ,, ; VICAsATY MAP 4. k NOT TO SCALE „ __:m j o SITE MAP ., O 7-26o - gliv LI- Si ET INDEX COO covet SHIT 0 cm EX6TNG CONDITIONS PLAN 0 CO2 SITE PLAN BASIS C�AR710 50 'RCE WAS DERIVED cs HOLDING CW OtADV P PLAN W Z 8'0050 MONUMENTS ALONG THE CENTERLINE SW 7290 O 0 AVENUE AS SHOW ON Py11TN FLAT 1095-013. 101 LAPOSCAPE PLANTING PLAN W REPETIMILL 102 LANDSCAPE PLANING PLAN I Q 0 ELEVATION DATM NGUD 29 I BENCHMARA:1/0 DOWER.SEC11*95 36/1 USD210N:1I9-125-619 CC O a CC ELEVATOR:1131.62 FEET TOPOGRAPHIC SURVEY O Z UR TCPOORAPIRC AND BOMDART SURVEY 00066,3 - THE TIGARD U � 3 P RARC*603 1 0 A- 11*0 EADOREON TO Locmin NAME SdiM i/3 Of IN6.1Die.ito]WNSHV - I SOUTH,RANGE 1 REST,USJ AIt IE MERIDIAN, CITY OF 10AR0,*A$MNGTDN COUNTY.OREGON DATE OF M63uWEDDON TT.AULNDl666-m6 RECEIVED i'a Ma EWES AMC.FLIIMMY 1,Iiii3 L MEMO AHEM MOM MODEM NE.�9Naen�M.. M MOIMMOMAMMMC EC °N 1 6 2007 P 1$43340030 IMAM,O.COMM ALL, MR M AI 11 APR ORES 12-31-09 N T84*M.NQ a A,*4159. 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WINCO ARKING (..D IMPROVEMENTS Tigard, Oregon A Land Use Application for: • Minor Modification Submitted: April 13,2007 CX Applicant: WinCo Foods Inc. 650 N. Armstrong Place Boise,ID 83704 Prepared by: IIII WRG Design 5415 SW Westgate Drive, Suite 100 Portland,OR 97221 503/419-2500 WINC0 PARKING IMPROVEMENTS Tigard, Oregon A Land Use Application for: • Minor Modification Submitted: April 13,2007 Applicant: WinCo Foods Inc. 650 N. Armstrong Place Boise,ID 83704 Prepared by: WRG Design 5415 SW Westgate Drive, Suite 100 Portland,OR 97221 503/419-2500 This page intentionally left blank. TABLE OF CONTENTS PROJECT TEAM 2 INTRODUCTION 3 SUMMARY 4 PROPOSAL 4 SITE DESIGN 4 LANDSCAPING 4 VEHICLE CIRCULATION 4 PEDESTRIAN ACCOMMODATIONS 4 UTILITIES AND INFRASTRUCTURE 4 TIGARD MUNICIPAL CODE 5 18.360 SITE DEVELOPMENT REVIEW 5 18.360.050 Major Modification(s)to Approved Plans or Existing Development 5 18.360.060 Minor Modification(s)to Approved Plans or Existing Development 6 CONCLUSION 6 EXHIBITS A. Development Plans B. Land Use Application Form C. Property Title Information D. Environmental Site Assessment E. CWS Sensitive Area Pre-Screening Site Assessment F. CWS Sensitive Areas Certification G. Stormwater Analysis Memo WinCo Parking Improvements 1 WRG Design,Inc. City of Tigard—Minor Modification April 2007 PROJECT TEAM Owner WinCo Foods Inc. 650 N.Armstrong Place Boise,ID 83704 Applicant WinCo Foods Inc. 650 N.Armstrong Place Boise,ID 83704 Planning,Civil Engineering,Landscape Architecture WRG Design,Inc. 5415 SW Westgate Dr, Suite 100 Portland,OR 97221 (503)419-2500(ph) (503)419-2600(fax) Contact: Michael Bell Contact: Chris Negelspach,PE Contact: Mike Andrews Architect Petersen Staggs 5200 West State Street Boise,ID 83703 (208)345-1462 Contact: Lee Lizama Transportation Engineer Kittelson and Associates,Inc. 610 SW Alder Ave.,Suite 700 Portland,OR 97205 (503)228-5230 Contact: Chris Brehmer Wetland Scientist Pacific Habitat Services 9450 SW Commerce Circle, Suite 180 Wilsonville,OR 97070 (503)570-0800 Contact:Michele Eccleston WinCo Parking Improvements 2 WRG Design,Inc. City of Tigard—Minor Modification April 2007 INTRODUCTION The proposed parking lot improvements are located at 7501 SW Dartmouth Street. The table below includes site information for the proposed project. GENERAL INFORMATION LOCATION 7501 SW Dartmouth Street TAX LOT 1 S 136DC04500, 1 S 136CD04300 SIZE 12.6 acres CURRENT ZONING CG/PD PROPOSED ZONING CG/PD COMPREHENSIVE PLAN General Commercial DESIGNATION EXISTING USE Shopping Center PROPOSED USE Shopping Center SURROUNDING USES NORTH Commercial EAST Residential(across SW 72nd Avenue) SOUTH Vacant(across SW Dartmouth Street) WEST Commercial ADJACENT STREETS SW DARTMOUTH STREET Arterial SW 72ND AVENUE Collector UTILITIES ELECTRIC Portland General Electric WATER City of Tigard GAS Northwest Natural STORM WATER/SANITARY SEWER CWS WinCo Parking Improvements 3 WRG Design,Inc. City of Tigard—Minor Modification April 2007 SUMMARY The Applicant requests Minor Modification approval for a parking lot improvements to an existing WinCo Foods parking lot on a General Commercial Planned Development (CG/PD) zoned site. The parking lot improvements will convert the angled spaces to 90-degree spaces and provide new landscaping. PROPOSAL The Applicant requests Minor Modification approval for parking lot improvements to an existing WinCo Foods parking lot on 12.6 acres zoned CG/PD. The proposal includes the construction of 504 parking spaces, landscape islands (as seen in Exhibit A), and shopping cart corrals. The wetland area on the western portion of the site will not be impacted. SITE DESIGN The proposed parking lot configuration can be seen in Exhibit A. The building is located in the north- central portion of the site. The site is accessed from SW Dartmouth Street and SW 72nd Avenue. Fire access is provided via the drive aisles and fire lanes surrounding the building. The wetland area on the western portion of the site will not be impacted. LANDSCAPING The landscape plan has been designed to mitigate the impact of the parking lot.All landscape materials in and around the parking lot will be evaluated and repaired or replaced as necessary as part of the parking lot improvements. Safety, maintenance, and aesthetics have been integrated into the design, which features a mixture of deciduous and evergreen trees, shrubs, and ground cover. The landscape plan is located in Exhibit A. It shows the landscape improvements in and around the parking lot. VEHICLE CIRCULATION Vehicle circulation is provided around the north, west, and south sides of the building. The site is accessed via a two-way stop controlled full access intersection on SW Dartmouth Street(52' wide)and a two-way stop controlled full access intersection on SW 72' Avenue (35' wide). In addition, there is a one-way ingress only access off of SW 72nd Avenue(20' wide). The parking lot consists of a 30-foot wide drive aisle adjacent to the south elevation of the building, and 24-foot drive aisles between rows of 90- degree parking stalls. PEDESTRIAN ACCOMMODATIONS The site is accessed from SW Dartmouth Street and SW 72nd Avenue. The SW Dartmouth pedestrian connections are limited due to the wetland in the southwest portion of the site. Two pedestrian connections are provided to SW Dartmouth Street along either side of the vehicle entrance. Along SW 72nd Avenue 3 pedestrian connections are provided. Two are provided at the 2-way vehicle entrance and one is provided approximately 300 feet south of the northern property boundary and approximately 300 feet north of the 2-way vehicle entrance. The building entrance is linked by on-site sidewalks that connect the building to the parking areas and the public sidewalk. UTILITIES AND INFRASTRUCTURE All utilities already exist on the site and connect to the building. No additional utility connections are proposed. WinCo Parking Improvements 4 WRG Design,Inc. City of Tigard—Minor Modification April 2007 TIGARD MUNICIPAL CODE 18.360 SITE DEVELOPMENT REVIEW 18.360.050 Major Modification(s)to Approved Plans or Existing Development B. Evaluation criteria. The Director shall determine that a major modification(s) will result if one or more of the following changes are proposed.There will be: 1. An increase in dwelling unit density,or lot coverage for residential development; Response: No residential development is proposed. This criteria does not apply. 2. A change in the ratio or number of different types of dwelling units; Response: No residential development is proposed. This criteria does not apply. 3. A change that requires additional on-site parking in accordance with Chapter 18.765; Response: The improvements of the parking area do not require additional on-site parking in accordance with Chapter 18.765. 490 parking spaces already exist on the site. 504 parking spaces are proposed as part of this parking lot improvements. The amount of parking proposed falls within the range of parking spaces allowed for this site This criteria is met. (92,766 SF/ 1,000)x 3.7=344 minimum parking spaces (92,766 SF/ 1,000)x 6.2=576 maximum parking spaces 4. A change in the type of commercial or industrial structures as defined by the Uniform Building Code; Response: No changes in the type of commercial or industrial structures as defined by the Uniform Building Code are proposed. The current structure is a WinCo Foods store and it will remain.This criteria is met. 5. An increase in the height of the building(s) by more than 20%; Response: No changes to the building are proposed as part of the parking lot improvements. The parking area affected, as shown in Exhibit A, will be reconfigured from angled to 90- degree parking spaces. Landscape in and around the parking lot will be updated to meet current code standards.This criteria does not apply. 6. A change in the type and location of accessways and parking areas where off-site traffic would be affected; Response: No changes to the access and egress driveways are proposed. No off-site traffic will be affected by the parking lot improvements proposed.This criteria is met. 7. An increase in vehicular traffic to and from the site and the increase can be expected to exceed 100 vehicles per day; Response: The parking lot improvements will not generate additional traffic to or from the site. This criteria is met. 8. An increase in the floor area proposed for a nonresidential use by more than 10% excluding expansions under 5,000 square feet; Response: No increase in floor area is proposed as part of this development proposal.No changes to the building are proposed as part of the parking lot improvements. The parking area affected, as shown in Exhibit A, will be reconfigured from angled to 90-degree parking spaces. This criteria is met. WinCo Parking Improvements 5 WRG Design,Inc. City of Tigard—Minor Modification April 2007 9. A reduction in the area reserved for common open space and/or usable open space which reduces the open space area below the minimum required by this code or reduces the open space area by more than 10%; Response: The site contains a wetland that will not be affected as part of this proposal. An Environmental Site Assessment is provided in Exhibit D. As part of this proposal, the landscape area of the parking lot will be increased by 52 square feet. No reduction of landscape areas is proposed. This criteria is met. 10. A reduction of project amenities below the minimum established by this code or by more than 10%where specified in the site plan: a. Recreational facilities; b. Screening; and/or c. Landscaping provisions. Response: Landscaping and screening will be increased as part of this proposal by 52 square feet. Additional landscape islands will be constructed and landscaped per code requirements. Please see the Landscape Plan provided in Exhibit A. This criteria is met. 11. A modification to the conditions imposed at the time of site development review approval which are not the subject of B1 through 10 above of this subsection. Response: No modifications to SDR conditions are proposed.This criteria is met. 18.360.060 Minor Modification(s)to Approved Plans or Existing Development A. Minor modification defined. Any modification which is not within the description of a major modification as provided in Section 18.360.050 shall be considered a minor modification. Response: The responses and development plans included in this application submittal provides evidence that this proposal meets all the criteria necessary to be qualified as a Minor Modification. C. Approval criteria. A minor modification shall be approved, approved with conditions or denied following the Director's review based on the finding that: 1. The proposed development is in compliance with all applicable requirements of this title; and Response: This narrative, attached exhibits and the Development Plan Set provide evidence that the proposal is in compliance with all applicable requirements of this title. 2. The modification is not a major modification. Response: As provided in the responses to the applicable criteria above, clear evidence has been supplied which proves that the modification proposed is not a major modification. CONCLUSION The Applicant is requesting Minor Modification approval for a parking lot improvements to an existing WinCo Foods store parking lot. The above narrative and the attached exhibits set forth evidence meeting all applicable criteria and standards set forth in the City of Tigard Development Code. The applicant respectfully requests Minor Modification approval for the proposed development and believes it will be an asset to patrons of the shopping center and passersby. WinCo Parking Improvements 6 WRG Design,Inc. City of Tigard—Minor Modification April 2007 • EXHIBIT A - Development Plans iz6 1 ..! 1 . TIGARD WINCO - a. , i PARKING IMPROVEMENTS w 2 H U ., .„. Y , 3 g TiRd/ Oregon ..jSW PRE ST SW SPRUCE ST • i I F. 'F'■ v- n,, . w.-..eye01113d11; --..sa..nvra.r.,....11:� c SW PrAFFLE ST g� r ` WINCO •II / �� -t Pi t. ��,\� SITE ,,.o G N 1 AR�a,n-., , 1 1 - il - ,--,-- NOT TO SCALE „ I� "__--Th 0 SITE MAP .. 0 1„_200, .N• 0 LL SHEET INDEX coo COVER sF$T 0 Col EXISTING CONDMONS PLAN 0 N of RARM CO2 SITE PLAN BASIS OF BEARING NO1'43'56*E WAS DERIVED FROM HOLDING CO3 UTILITY PLAN V/ FOUND MONUMENTS ALONG THE CENTERLINE SW 72ND C04 GRADING PLAN w > CI AVENUE AS SHOWN ON PARTITION PLAT 1995-013. 101 LANDSCAPE PLANTING PLAN W 0 102 LANDSCAPE PLANTING PLAN I 0 c ELEVATION DATUM: NGVD 29 ''^^ O BENCHMARK: 1/4 CORNIER, SECTIONS 35/1 VJ LL co LOCATION: T1S—T2S—R1W C CE ELEVATION: 181.62 FEET TOPOGRAPHIC SURVEY LLJ Q 0 -cr TOPOGRAPHIC AND BOUNDARY SURVEY z WNC686.g4 — WINCO TGARD 10 1 J Ia PARCELS 2& j AND THE EXCEPTION TO PARCEL 20F PARTT N PLAT NO. 1995-013 LOCATED IN THE SOUTH 192 OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, CITY OF TIGARD, WASHINGTON COUNTY, OREGON DATE OF MELD YORK: JUNE 2006 NOTE& `CEO PROF( 0 1.THE BOUNDARY DETERMINATION IS BASED ON PARTITION PUT NO.1995-013, c�\5GINf RECORDED FEBRUARY 24,1995. a2, 6017 2.BUILDING AREAS SHOWN HrREOR ARE BASED ON EXTERIOR MEASUREMENTS. UTILITY STATEMENT: Z e- '•'.,."Po. THE UNDERGROUND UTIUDES WORN HAVE BEEN LOCATED FROM F ELD SURVEY O q•NEC;cI� INFORMATION AND EKlSSNG DRAWINGS. THE SURVEYOR BAKES NO GUARANTEES THAT THE UNDERGROUND UTIyTES SHOWN COMPRISE ALL SUCH UTUTIES IN THE I- RES: 12-31-08 AREA,ETHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDE ND UTILITIES SHORN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY /1 AS POSSIBLE FROM INFORMA AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY tJ LOCATED THE UNDERGROUND UDLITES. PROJECT NO_ C6886.04 0_ DATE: 04/3,07 a_ DESIGNED BY: -UV PROJECT TEAM Q DRAWN BY: AN CHECKED BY: CAN LU OWNER ARCI-ITECT CIVIL ENGNEER LANDSCAPE ARCHTECT SURVEYOR Winco Foods Peterson Stag Architects WRG Design, Inc WRG Design, Inc WRG Design, Inc D COVER 400 S Woodland Ave 5200 W State Street 5415 SW Westgate Drive, Suite 100 5415 SW Westgate Drive, Suite 100 5415 SW Westgate Drive, Suite 100 Q Woodburn, OR 97071-0400 Boise, ID 837Q3 Portland, OR 97221 Portland, OR 97221 Portland, OR 97221 (503) 980-6940 (280) 345-1642 (503) 419-2500 (503) 419-2500 (503) 419-2500 Z SHEET (503) 980-6974 fax (280) 345-1532 fax (503) 419-2600 fax (503) 419-2600 fax (503) 419-2600 fax Contact: David Van Etten Contact: Lee Llcamo Contact: Chris Negelspach Contact: Mike Andrews Contact: Paul Galli COD 1 • // -- LEGEND 0 0 § / K.�,a. P. .: :, -- - EXISTING BOUNDARY UNE - STORM DRAIN CLEANOUT Z p 'a, moo RT 1O(SANITARY KIM / _ -.•�• 1 f� [A]EIpR 10 an a 1NIMD PIER R(/ �i 4(. now - - EXISTING CENTERLINE V - FIRE HYDRANT �j P• Dais / • �' '� •��- ->o- tg � ��*` ra • ,_• 01:4,', al . - - - - EXISTING RIGHT-OF-WAY LINE tf - FIRE DEPARTMENT CONNECTION X% �/ / °- - aa1L41a aau i I 3 � �A � x -x - FENCE LINE, TYPE AS NOTED g - WATER VALVE a `� / / / �:7.. \ • �� .�'""'"*••••••• i Lk'�'T •Oki - w - UNDERGROUND WATER UNE - WATER METER $ i / I 1 r - r' io1?°• '\� .y t ` - , "?, T .R - UNDERGROUND IRRIGATION UNE 51.1/ - SPRINKLER VALVE N. Z / r f ♦ i \ ice.• :?''' SS - SANITARY SEWER LINE / •$ ;v••-- I t�s P-- - STREET UCNT(COBRA ARM) B " .Ra11' a. \_� ` `"''-'-- mY' a - - -SD- - - - STORM DRAINAGE UNE _m 3/ / _ -' I __ _ y�� ® - ELECTRICAL VAULT •o a, / \ ; 7 1 V 'R ,.,r,"•pl.,,. C C - UNDERGROUND ELECTRICAL LINE ® -ELECTRIC JUNCTION BOX ••/�/ �01 •+`1 I ,• �` T - UNDERGROUND TELEPHONE UNE TRANSFORMER W V14'1• y`t'/'O/ "'•• a`•°O•!°`A•• 1 p�01 a1 :'i - G - UNDERGROUND GAS UNE 3 / / I y; l'.,I,, ® - TELEPHONE RISER yl y / _ '. . 11!:' `_`; 0 y; ,,,,,,,,--,,•••••••,, - BUILDING FACE Q - TELEPHONE MANHOLE / / IMP'-' • .'y ; '^q , aaa� - PARKING BUMPER w.o•R r CROW , �Y j 4+} - EXISTING ASPHALT SURFACE t 1� p 1 PONY _--��',..��aaaav ��,0, - HANDICAPPED PARKING SPACE / 1 94103737 BLOCK•� - rm 5 �G I .V""A''`I , :T , I, •I - EXISTING CONCRETE SURFACE * - CONIFEROUS TREE i 1111M11/ / 11 82,942 SF LS' L..G,�I / �p77�� ' pQ - GAS VALVE - DECIDUOUS TREE I- ® - GAS METER / ...i% Zo.,0-+'.�'rerl;'I F -GUY WIRE / / •„��, S?'7�, _• '`} OX - SEE SANITARY SEWER TABLE • % - ) °"•'� ROCK• ly r 'L' �0 - SANITARY SEWER CLEANOUT pO _9nOLUL.A�ROPO� i - / / , MOLE SIM '''0"' y:y, Q - SANITARY SEWER MANHOLE Gp ,aihvi- imilm / IIII "0pf1t0"0 il fr '�` O - SEE STORM DRAINAGE TABLE o _ MAILBOX / •• F•/ . •.. Z �_::�.' , / ,[ ® - CATCH BASIN �� 9'` ® - STORM DRAIN MANHOLE b - SIGN / Ii \` R`. © D �% I X13 !. - DOUBLE POST SIGN / ` �� //��I� I �� .. •• \ kl ?7.,, • - AREA DRAIN •; "R�18. �.'w „a�i,;,� �G/44lV �� 'f?'.''\ '1,-=.1 k;!,;! ` FP / r i @�J.71141 lrl,- 1",'•"'• narwom \ w. '[ ! D - ROOF DRAIN - STAND PIPE / ►�" �q,l. I'•• , 7p11l 161;r.,'•All 'bill.. '°I+im s a>♦14r :ra'-- �>♦� ,�_-. � 'al'0 1 6� -uNKNONM UTILITY VAULT / / ► O I O;II' I i1 IU1 O il�ln 11` �. I •.. --• •' L .rt, / II 'Ili I'll $' ir 0°°7" = IINIII'llllll ` 7 4040 I{ii 11/ / Nllliiuiiilll° o plgi'gIUIII o i. o pldlquplllHl u �� .""a EX•_' ;, ao `I0441 � STORM DRAINAGE TABLE• $01 0 PAR�a� �.I�" d' O STORM DRAIN MH 11 STORM DRAIN C8 21 STORM DRAIN MH •f ! PAR I IT:�. T r' r': g` • .. RIM=211.39' RIM-225.04' RIM=198.83' �/ 4A I _ 199 • • y; •l`: 7 - ► ' I': IE72"CPP(NW)-205.31' IE12"PVC(N)■226.39' IE14'CPP(E)-191.33' ' O PER ) ,•i'-�y J ,'•,, ! IE14'CPP(NE)■205.35' 1E12-PVC(S)=226.44' IE14`CPP(W)■191.09' u, - �� IE16"CPP O- �/ t --,.' _ 224.01. . I.�. 4:1f a, 6 ,4' IE16'CPP(N)=203.92' SUMP=226.39' IFLOwuNE=19L3719 q11, ,a;1,- - •i•- Ai !O '"` l�r. 12 STORM DRAIN NH (n - _,�_ ., `, 7\I S9 © �Ilgl f III In1I1 ' 18� w ! 1#C y� - �'I4, IE16"CPP(E)=204.12' RIM-228.38' Q STORM DRAIN MH v' •p• I ©•r\.II'I El-AO', 7.- © ` IIIII� El IIo1� eV Illll Q�'� ..� ' is• • j "�''0 �/ 1'' m� - O2 STORM DRAIN CB IE10"PVC(W)=223.44' RIM=179.58' Z 0 ' ,� , -� ;/�.,�I I� �Ih r�a,, ■ - -�//•' �� =t c I RIM=213.32' IE72"PVC(5)=223.28' IE16"CPP(E)=173.73• '7 i' i �' - -f IE10'CPP(N)=208.57 FLOWLINE=223.40' IEt6`CPP(W)=173.77' Q•®w I 11`'1, .�_ ip� IE12"CPP(E)=207.52' 13 STORM DRAIN CB IE12"CPP(N)=175.23' J^ O ` •�`'' �� ••t n�` Q 01 / II' O IE10`CPP(S) RIM=228.09' IE12"CPP(S)=175.08' CI- O VIII - ..-R //, ( + I ♦ • III f JAI, ' I ll l`IIII \ VIII` O ,, •�a�e , IE12"C 207. SUMP=0222(64:223.54' 3 STORM 179.16 IN CB 1111 II 111 1 ' f SUMP=207.52' IE12"CPP III t 1`7II , �'• _ r O3 STORM DRAIN CB t4 STORM DRAIN CB (S)=176.83' �: • • i 4 i /,,,.•1y l,• RIM=21211' O RIM=229.75' SUMP=176.93' Z 0 ..,` ti 7j . .XI I • 1!I - IE12"P N-209.36' © 0 } t. ) IE10'CONC(N)=228.05 4 STORM DRAIN CB 1 •\ i , a. f ( r _ SUMP=209.44' E10"CONC(S)-728.06 RIM=179.19••■_'© "� h,.,�•_. ..I 1 • 1 t, �1 i y•• •. �[L �,III O STORM DRAIN MH SUMP=228.06' IE12"CPP(N)=176.74• i .L. r_,►f� _c-• 0�� - I t�3 �U� RIM■210.74' 15 $TORN DRAIN MH SUMP=176.89' ,, �I.• .... - ` , ' �- - L• 6=O� - � �5L IE36'CPP(N)=20264 RIM=196.64 CI STORM DRAIN CB z Cl)./ SUMP=202.50• IE14"CPP(E)-192.14" RIM■189.88' V! \ 0 L U v T `• t l• I rt 5 STORM DRAIN NH IE14`CPP(W)=191.88' IE12 CPP(N)=187.48' �0� .'�:� '�_'•• oM�o ovum owes* 1 %•! I \ •`•, '�i< I L O RIM-213.85' IEB'PVC(S)-191.59' SUMP=187.48' 0%` . «..a¢�iiiiiiiiiiii,imaiarJ.• =�. •• { F_ .\ tee► f-- +e . • ^' .= 1 IE36 P(S20290'f \ `� .1 �' � • 26 T U: ag - SUM02 RI P , a a �I 6 STODRCB //�� Q\ arm 'aw ` (J s •L1 O 16 MH V\ .0 ' .•,�� .u. 1 - �' IIII1! r , e I' g::87 IE12 CPP(S) 96■ d'(.•n TR-r �� 17 STORM DRN MH■ 4 \ L `�T . ` T O- 1T " ' � 'i i O IE18`CPP(E)=188.57 r^ U 'p• --.-.. / �� = A=A\., ,$ t `t 1995-4213 �''7�y I IEI4'PVC(N) RIM-193.60 IE18"CPP(W)-188.32' -%�_'��sv,� ��`'. �•, ♦ k p c •, ;�d IE14`CPP(S) 1E14"CPP(N)-185.41'• IE14"CPP(N)=187.72' �,/ �� "it: �,�>a - °ter- o - I , IE14"CPP S 185.23' /� _O Wu w-�`; i\ 1.�•"`:'s r `. I ,�•• -- ,o 11 1t, IE12 PVC 220.67 IE10"CPP(W)=185.34' Q W `-.,, W (�= STORM DRAIN CB \ ``° esll• -R-.O O II 'I ,. `L O STORM DRAIN CB STORM DRAIN MH RIM=197.00' ~ •�� ,.s` \c!;.. '"`. • pp i I 1. ... d .r. �i PI RIM=225 0' 18 IE12'CPP(S)-194.15' . �. • '•S . , 0�, �, 4' `. Li. I� 1 RIM=191.87 IE72"PVC E=221.11' SUMP=194.35' .•W4 b0• ` AR ^.'��`•.`•... O IE14"CPP(N)=182.29" - SnY' • .,.-aV, Z �' j SUMP=220.21' `?80.90•��+i• � �._.[iiiii CON,` �`�. 1 I ,�•'' IE14"CPP(S)=181.99' 9 STORM DRAIN MH ��••� � - L 'Ni/i'i/i �,t 1. kr i O STORM DRAIN CB IE14'CPP(E)=182.15 © RIM=197.76' P ti �•4I�O y +';�-' - ,• co. 1 $ 1� RIM=226.82' LE12`GPP($W)=182.41" O_ \• �I "�b IE16'CPP E 191.19' - PRO/4e- . '..:' ■ Pi;. I. _ S GIN / �� • ``tea 6 �� . I.. _ N NEE.; ♦, ` _ / era.. �^ ° ! „` IE72 CONC(NE)=225.27 1g STORM DRAIN MH IEt6"CPP( )-190.86 60,7 •4 •�S /i 1�,`=v:� %>r"i= _ 0 1 '��J IE18"CONC(N)=225.22' RIM=188.84 IE12"CPPS-191,56' `; S T IE18"GONGS=225.12• IE12'CPP(N)=191.50• 321.1 E " _ ��-.. ...;ariYb�' •iyi, v4'J11 O IE14`CPP(N)=174.51' 3' ` ` - ' `�+ __�� ",=.a3�,-..�� •+,• C SUMP=225.32• 1E26"CPPS 174.07 O STORM DRAIN CB '•• m Li.6�� u 10 STORM DRAIN CB SUMP=171.91' RIM=197.44' z • a.2 � __• a`�- _- RIM=226.88' 20 STORM DRAIN MH IE72'CPP(N)=194.69' O = IE12"CONC(E)=225.53' RIM=201.21' SUMP=194.79' � t� _r =°- --- „� ' IE18"CONC(N)=225.53' �- EXPIRES: 12-31-OB ,, -�T �t IE18"CONC(S)=223.28' IE14"CPP(E)=194.30' •,"� -�-- • SUMP-225.28' IEI4"CPP(W)=194.17 Q DEMOLITION �a $ :n2 _w_y�- - �\ ... IE70"PVC(E) 195.13' U ❑1 REMOVE AVE HAUL OFF COMPLETELY O IE12'CPP(S)=194.09• J PROJECT NO: WNC8888.04 EXISTING PLANTER ISLAND. - 1 IE12"CPPS=194.13' Qj • O ^ DATE 04/13/07 O REMOVE AND HAUL OFF COMPLETELY CL DESIGNED BY: .I.N EXISTING TREES,INCLUDING ROOT BALLS • 0 LL ❑ RELOCATE SEE SHEET CHTiOR NEW AND v' Q DRAWN BY'. JJV LOCA„ON. SANITARY SEWER TABLE W CHECKED BV: CAN 4❑ REMOVE AND HAUL OFF COMPLETELY _ O SANITARY SEWER MH O SANITARY SEWER MH SANITARY SEWER MH CO EXISTING SIGN. RIM•211.97' RIM=176.30' RI M=200.52' o SCALE. 1'=60' O-PVC(ESW) FLOWLCNE=E1)64.58' FLOWLCNE,=E 88.78' EXISTING FLOWLINE=199.88' ® SANITARY SEWER MH Z CONDITIONS 60 30 0 60 O SANITARY SEWER MH LID RIM•188.96' 4 RIM-210.52' 12"PVC(W,E,N) J Co \ NOFLOW FLOWLINE=177.50' J 7 �'/I ...._ LEGEND n • / / -- - EXISTING BOUNDARY UNE ,F0 - STORM DRAIN CLEANOUT Z ¢ - / `�*�� - - EXISTING CENTERLINE - FIRE HYDRANT `g / / �- �--iF - - - EXISTING RIGHT-OF-WAY LINE YY - FIRE DEPARTMENT CONNECTION / / I '' r1 ci}Y :,',A ,V Y r y ,�� I —% —% - FENCE UNE. TYPE AS NOTED 9 - WATER VALVE u'• W - UNDERGROUND WATER UNE / / + . , ® - WATER METER >� / �' ' •e --- - T iR - UNDERGROUND IRRIGATION UNE �V Z • I ..-!:-2:‘,-..,,,..,,,,- I. SS - SANITARY SEWER UNE - - INKLER VALVE �jj / // _ $ ., Ja O i;,YE # _# - — _ _ - - 0-�-"'( - STREET UGHT(COBRA ARM) / M'-# \ SD- STORM DRAINAGE UNE ` ® - ELECTRICAL VAULT ✓Q // // �� 0 k �,#i M I E - UNDERGROUND ELECTRICAL LINE ® - ELECTRIC JUNCTION BOX ', T - UNDERGROUND TELEPHONE UNE _ TRANSFORMER • 3 111111S. -0 / / - � hl� #� M G - UNDERGROUND GAS LINE ® - TELEPHONE RISER ] m // // 0 -�. I IA 410 Q ..................... - BUILDING FACE - ►- + x''0 © TELEPHONE MANHOLE IQ / / s I i #, - PARKING BUMPER e WinCo Foods .i --% `;� ® - EXISTING ASPHALT SURFACE / / I ,0 - HANDICAPPED PARKING SPACE // V .�` I. 'I - EXISTING CONCRETE SURFACE - CONIFEROUS TREE• // / pP r' ® D4 - GAS VALVE (� - DECIDUOUS TREE d PetSmart Marquis ! ��) - GAS METER J I �. 0 - SEE SANITARY SEWER TABLE / / I� Spa ,��. 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I• P" •jE SS - SANITARY SEWER UNE i / / _ .. ,} 0 # .:, ..I. - STREET UGHT(COBRA ARM) 0 . —SD— — — - STORM DRAINAGE UNE / / �� (:•t! = — — ® - ELECTRICAL VAULT / // '- I I: — C - UNDERGROUND ELECTRICAL UNE ® - ELECTRIC JUNCTION BOX 0 '1a R _ T UNDERGROUND DER D TELEPHONE N •�� UNE / / I , ® TRANSFORMER / / #' � I —C - UNDERGROUND GAS UNE ® - TELEPHONE RISER // / p �. h,o, `••� + ; I ' « ,,,,,,,,,,,,,,,,,,,,,, - BUILDING FACE QT - TELEPHONE MANHOLE W W ., / I C1 H /' / �o WinCo Foods _ '?!—AM.)<<` � - EXISTING ASPHALT SURFACE �4 - PARKING BUMPER // i I p • v�+p - HANDICAPPED PARKING SPACE - / / I �1 I ''1111',k I, •� - EXISTING CONCRETE SURFACE - CONIFEROUS TREE // // T �� J ' L- V1 - GAS VALVE / / . ' yf 0 - DECIDUOUS TREE / / d #--e �R' gyp'- ® - GAS METER // // PetSmart Marquis =#.r O - SEE SANITARY SEWER TABLE F - GUY WIRE Spa t! / it Spa •71 °C0 4 - UnUTY POLE / / . � �?t, - SANITARY SEWER CLEANOUT �p '�. 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Y _� ; J- ,\'Nom\ -r -1-m; • ■ � RES: ,2-31-08 .... ' - - U 9 J PROJECT NO: WNC888804 CL DATE 04/13/07 n DESIGNED BY: JJV r—N. ) . Q DRAWN BY: JJV „ ♦w CHECKED BY: CAN A SCALE.. 1'=60' Q V T//L/�T�Y 60 JO 0 60 PLAN - CO3 / -- x LEGEND 0 / - - EXISTING BOUNDARY LINE o O - STORM DRAIN CLEANOUT Z p `��N.+�,K�� - EXISTING CENTERLINE � - FIRE HYDRANT / / , ''\ (' • J __. r - - - EXISTING RIGHT-OF-WAY LINE - FIRE DEPARTMENT CONNECTION - j / i flr,• ',Y , ' ,�$::S Q V , .1 I —x —x -- -FENCE LINE. TYPE AS NOTED LL / I :�?x,> _r ♦ } I•� i ,t \\ ;� ,.`.`,,, `, '�{adT; { I J.. - UNDERGROUND WATER UNE ® - WATER METER p / / i K .%[:1 . . \ \ i J.`'„{-.Y i ,\ \ ` ``'~ ` r� : � �' aq ' IR V / f \ ` Ya \ 1 t,` �."a - UNDERGROUND IRRIGATION LINE / t ( - ii - SPRINKLER VALVE Id Z g. / / � .,:,Y.. \ ,� \ ` :■i:14tNS, 1 / :I! SS - SANITARY SEWER LINE �. - STREET LIGHT(COBRA ARM) 1 a4= 0 / / . ' ms♦ea+ea:- I _ . .'`�-� - Q," "*.+ - — -SO- — - - STORM DRAINAGE LINE m / / -'\ 1?: {�.�k "''-t .• I ' •: ® - ELECTRICAL VAULT / z, ``'', ,~'`Z7'-:'-:-- - ill 1. I,j '! C - UNDERGROUND ELECTRICAL LINE ® - `ern / r�� :,,•. `,, - ! ,0\ I, - ELECTRIC JUNCTION BOX N / O • 7 ' - UNDERGROUND TELEPHONE UNE ❑ p / / ' ` rf T o - TRANSFORMER 3 ¢' / r �'I '� >•a, •` t ,i t� G - UNDERGROUND GAS UNE of / A I t �_. ,Ai . t ® - TELEPHONE RISER W rn N / b_ ... Ill / i' ••/ �,�jk•! • {', 0 {�It - BUILDING FACE 0 ,.4i i 1. I r ® TELEPHONE MANHOLE / •`t /. /'i,% 1 i. '� gl1! - PARKING BUMPER / / Ja _ jl� 1 -+tt ��. tI 't ® - EXISTING ASPHALT SURFACE / , •• ; WinCo Foods j '�`01� '' 5► ,� IpI S - HANDICAPPED PARKING SPACE / / l FF = 200.00; ■ ' ��^�/ mai/ // f @t `e °G•'I EXISTING CONCRETE SURFACE Y* - CONIFEROUS TREE/ / i' ,. I' - CAS VALVE a• / / L l - DECIDUOUS TREE / / PetSmart Marquis !.! +' GAS METER / / m X - SEE SANITARY SEWER TABLE E - GUY HARE / / FF = 204.00 Spa 0, .•. I e, O / / + n:� �0 - SANITARY SEWER CLEANOUT 0-0 - BOLLARD POLE / / FF = 206.75 �i #- / 1 Q - SANITARY SEWER MANHOLE Gp / / _ Ou 3� It.• O - SEE STORM DRAINAGE TABLE ° - GATE POST / ,. ,g. o - MAILBOX / ® - CATCH BASIN / / _ �� :::'.'1,..::‘ 1 - �, ® - STORM DRAIN MANHOLE - �� / % ,paw '1� � �� `'•. est'•, i, 1 ,,� ``�,.TIE'' '� �D - ROOF DRAIN POST SIGN 1 1 C \ ® - AREA DRAIN\ t �• y ` alip ,,,ice o♦\, 1,la'i I� - UNKNOWN UTILITY VAULT / — \ q j/ / i — `MIW"' , i .\ umn nuu i�6iii •E1�C 1 . II 111 II `- _ 1'7., y) 1 l• / I ICI II II II t i' pc 1 i// I r J i 1 L �i / I \ 1 ;_f._ i .e ;'1 Z• ii { Q • •—iIi .1 .iii ,� il' �', I a ilfyyy••; C3 Q , ; Video 1 Z LL,. , ..., .., i :Haw : %. 1 ' Fr / , r',‘ , I I i 6 .- \ O) ■ 1 i/i i in�l i el Q \ a .` '1�� \OY�O ow:. Y70 `61L�o 1 i%/////hli/////,•� 1 ' —, ` ,sum 1,,, Ie Z N.\ ` `�. `t' ,,, =-moo I� �\ 1 I '' Q r l 1:-------4..: .... ,�� . f .` a Office Max ► , (� z td LL*,` �'�::=�,. q„L� „_,-.# o li ' : 2::°ii'' ■...." '''''•a. , •,.....' .. • cm:.. _ ,............: ..:__ i '� , i.. loN Z�� "�R�' _}-`�'^ �i ` H- q RES: 12-31-05 ` 1 Q 1 `r J PROJECT No: wNCSeee.a DATE 04/13/07 " (� DESIGNED By JJV-Th Q DRAWN BY. JJV Mr ♦Wt^1 CHECKED BY: CAN VJ ' =60' p GRADING & sari 0 6o Z DRAINAGE Q - C04 . liz .1 . W y dS a • o x �iis y •/�� °- .4 ° .. ... ♦d,,, � ° °d ENTRANCE d v . .I AIK '"`,.- rii<i. d: Ei!ii/ * sj ��% j 444„444 I ,©44,,©44 - // / yNd©<�: - // �3-/©/�©ro-/Cis// j/Z zi.,�/©E3/. •i/ib/i iili/i///////., //i/i/i//i/i/i%/L %//i/i/i/✓,/iIi/i / ////iOb/i ri/iA% // 1��/�i%i/i/iiJi iiriG// ///h/i/ih lilib%/ ��.� : oV I �_y �. EXISTING RED DOGWOOD • HEDGE c.. .''' . . ''W *1 rA W I ,, , Z I. —.— ----- 6 111--1.1.1.H1 , 'J I I I 'I, I , f •,,, ,.:, 1 ••• / Z LL y • W II iri.:.: Z 0 W O�..04 / g z ci_&U I . ' °� w0 CI * i o a c O Q 0 lL a lr 41110 I IF 1 •' >• q 7%y/i%//ry/ /” ///i/ii%i/i/i/ CO ////i?/.. i r/ �; •i 0 2 l'eitT61-G3/, /.// ///!, /./ /% /./// /�// ///ir ii/i/�i r ////r//i////%% Cw' ..*/i fQ4.gq� /�i/i/�.Gt(i/i/i// %/i//i//,ri/iQ% /ir�i/I:Iilib////' ji///az.... '// ji.//i//-.Irf!i/i/-- - $j�'. Q O Q ggC1„qqq r ggqi 4qq r' 4ggi 44O 4" s . 1 . . ..441 ._.4L. . _ MI- z 0 z tta •• '�� i .�.. V MATCHLINE - SEE SHEET L1.1 V - - E-0 ir MATCHUNE - SEE SHEET L1.1 .° 0. ' ' _ PLANT MATERIALS SCHEDULE _.._.° NOTE NOTE .LOCATE Tor or ° . / � LOCATE LL A MMIiNIMUM of ¢ e�LNM E BO7 t CAL 511E Bed �GIST BOOTBALL A ARIMUM OF ° :�! -` e f ABOVE ADJACENT 4' 962�� T ABOVE ADJACENT . „y ,i • FtJIIH GRADE TAFFQ —I 1. IRISH GBiISCE ° o ° Ei�:' +��/��►�� ` ° ARISTOCRAT PEAR PiR119 CA BYTIriA'MBTDCRAT 3'CAL AS SHOWN ill •; i_ • • •-.L��- ° I �BV�M _ .1�`� • i W VIM NAITO TIE h FERN-LE.F EUROPEAN BEECH F ... -e.,., ,.•.�•. � IQ��L NDRi11B •� 1,,,-° FROM R00TBALL PR1oR •... ��;- 4`��'ti�� OWMOOK MOR?PROM AfiUB BYLYATICA'ASPlEMF01.lA' 3'CAL AS SHOWN ..: i F 3 7 SAUCER MALL BE TO BACKRLLSRE EXISTING DECIDUOUS TREE TO REMAIN !I 8 BONED MTN WATER 7 �/n o° �� . EOAL ZGON AMER PLANi2Ki �• -` ►/: AYOgULY. °°' 'I� I ° '� I 0 02/14/ G "� ri - SOIL A8 PER NOTES • IMYL E, ^I. QQ OTTO LUYKEN LAUREL MINA lAUFCCERA&B 0110 LINEN 3 GAL 3a O.C. ((. .. i - �. EXPIRES 02/2B/De i If1B1 R1WBa�I fJ OREGON GRAPE MAHONA AONFOIJUM GAL 3d OC Q I r „m, _ I AN �-i �Y• ¢�S f _ _- •��•211u=--�x•JIImE M_ _'•OL M000 PINE PINGS MUGO M1N30 6 GN-. AB SHOWN - __ . 0 PRQIECT NO WNC6BBBO4■ F9'm- •y.�'e _ II II II' � %�/'� II II 0 -COMPACTED WINGED EUONYMUS EUCNYMUS ALATA COMPACTS' 3 GAL AB SHOWN �_ A DATE 04P3/200T p_ 7 =1 � r- II --,�• moo .di _ • HEAVENLY BAMBOO NANDINA OOMEBTICA 1 GAL AS SHOWN CL DESIGNED BY PEG llll11 amyl ri- it E•" .- =I ' r DEEP IV °0;i II IR- eoi 4,rei erea SITE REFERENCE MAP Q - =T,_,,--11--,-11 _ i - _,-r . '_...� ♦ II II d IG1• i d�I I • © EXISTING RED TWIG DOGWOOD NTH DRAWN BY PEG 110-I II-�-11- - -II-II-I -II w CHECKED BV: MPA _ I I, I= I * 11=11 c ® BEARBERRY COTONEABTER COTONEASTER DAMMERI GAL E0 O.C. /\ o PLANTING MML P 41R FT MOH ;� ODECIDUOUS/EVERGREEN SHRUB PLANTING © DECIDUOUS TREE STAKING NOTE: REMOVE IVY IN ALL LANDSCAPE BEDS PLAN NTH 0 1) 20 40 80 L01 ETA U U z S a ■ MATCHLINE - SEE SHEET L1.0 A. ■ MATCHLINE - SEE SHEET L1.0 -. !'` y l W i;fd:1H Il II Z I W W W W O,4 y �.O, '/W y W O 1 ' 41j, 1 JIB tW .iY_.: : : : j m „ 1,.. N W W W . ii r I 1 y W W i►L O; W W W ► ON y W W W Of --- / I - � fi4:\y *W W y y !:i EDGE ..: _ 1 .,3 L 0C0D � �00 / \ E‘,........j--;/O%r � 4. ., � : � - y 'V J- y 174V'OD o I .dOOY !- - ...- 0011- = � © vv�,,,, —,, q.D P ©,V§i?i ooc4 r©) vc o ilg _v V© olOtti ootfe 3©yr _ �,©no©rn n©o ©� pp©o©y i✓co©w©iy *le W y y y \ _ I W 4/ W W � !p°pp Y 4 l O 1 y y 4' W J W ,8 a f EXISTING 't O/O. EUONYMUS HEDGE `, W ' ,3 , 1 y W W 644,y y a~ ` � W y y W W y � O '` �IOF.. MUGO PINES `� //�� * _ ` -W y , • ..... \.....W W W W � q � ; 1� O W W — ,� / o ei. . ,,,W y y W y y J W .''L 4' Z i W J' ` -4y ErIISTING W W y y * * y ''VETA W x V W y y W .l. W W `L' Z O 1 5ZM voc 0L $' v) 1' 0 o` 0 < 0 -o PLANT MATERIALS SCHEDULE Z 0 Z_ SY6fl41 COMMON NAME ROTAN L E 811E 2 e C .,. TREES ARISTOCRAT PEAR Pfl>IS C LIFMANA'AR$TGTWr CAL AS SHOWN - 4iG1S T FERN-LEAF DELI)JVI BEECH FAOUB SYIVATICA'A�LENFOW' 3'CAL AS SHOWN 382 fws EXISTING DECIDUOUS TREE TO REMAIN ��\\�, . . Oil . 8HRU @8 ' ,- r MICHAE7(111`AN QQ OTTO LUYKEN LAUREL RAMS WIROCBV81180Tf0 UIYI®! 3 GAL 3'-0'O.C. I 'q��vv//��'�� GON Q OREGON GRAPE MAHONIA AOUIFODUM 1(�L. 3'-0'OC. / j/ / ( ,I O ``(('"'CC��A OE 07. MUGO PINE %NUS MUGO MUGO 6 GAL AS SHOWN N S.+,,,,,'„,a _ ,`J -z/ Q COMPACTED WINGED EUONYMUS EUONYMUS ALATA COMPACTA' 9 GAL AS SHOWN "�” k# • Q EXPDtEB 02/28/08 e HEAVENLY BAMBOO NANDINA DOMESTICA 1 GAL. AS SHOWN El J PROJECT Na: WNC8880D4 0 EXISTING RED TWIG DOGWOOD ri DATE 04/13/2007 ROUN� _A DESIGNED BY: PEG O SITE REFERENCE MAP 't Q DRAWN BY PEG ® BEARBERRY COTCNEASTEP COTONEASTER DAMMERI 1 GAL 5-0'OC. NTS. CHECKED BY PAPA CO M■11■MIll NOTE REMOVE IW IN ALL LANDSCAPE BEDS �` o PLANTING Z PLAN „ 0 10 20 40 80 L 02 aV.CNI J II II II 1111141iiht. EIS��` _ ! • MFf/1tAlU10Grtu!N - --- ,r _ u_e - ' - �181WIifN.Nron —TDWWWEIT nNO AE r= EXIST/NO PROM SP 0,011710D CP OLAM y<L S1Y1� SS. 1 _LSL r GNOPY IO®PM! 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EXISTING STORE PHOTOS w bi �Si AGIK •L pQ MEM MEM a DIM M PLUDR Ir 1 ®nm ERU,wu aFr. m 1- PA®IAU WAu m a®uw LEFT ELEVATION 1 �M31 "mlOa/1100.fa ID NI .4.1.rfOTSlER• ^eLEP11AN[DRAT- TIMMY N °z °x WA-EUOLAAOORW(....--- i01NNW HEY METAL ttWIN f __y------/ ammo MKT CAn1± MIND - _.s:Rvxm a loRo,U 0.'aNSunMIDTr t m�1R,D a1Fraw¢ wu.ALLm MOP �wnIwo OUTTy R NG R1 6 , 71 ROAM 1111■AINIIIIIIMIIMIll .,'11,p*Y„LS{.�V 'W.adR_,Yy. I t� _ :.1 �1?r',i A j`i-.TS.'Ty' NEW 11EiA1.MIIYIDI _ 7• r.r ,. - -. . ..t 'ne.1. ^' uN�e1iL•E:i'S1. eY.3L'C�- ,''•;?I,`�';nRr' . e:"nH",^• .,.`+t:`��'-'a??.t, :{i'rr�i+`r.�.'�' 'lz{ 40 A TO WU. 4124__ ^ -44,41 -,, vw++NVr =- A:n. J. v"r} ti,'. , ,,.isCt_ Yy .zSSt"r.."vc v _ +.,r_ _ ';k � ___a� __ 'x'SY,: _ --z'•4'�7RC ,-:f�. _ -i'=- �ha,...m .a iAwa a,. - _ ,!. .,.y.., _. '+ 3ve,Y ___`i'N`'", '5_ 1 0 5titi;,h r4 °'. A YSR'--1}5In�'~'.:i`I}x__.cL Lvr. r.a.,., ••ll.. Y.'.'� K X44 .r z,.. 'tea �r I r ,H, :e'u S.:vN.uvV•vM,:.. '�'�••" l�P '1 r._ Y K' AIrA.a.y 1 7 rl _- _=-- .3":r°. 4-•Cuv.,sw�'___ , __ ^^r :t _ _ _ -''” '",—; 's' �s{4-c -s4 '. ._. .a- -.ate_ -_fi_- " _ :i""r yv,M,t �'X;''. 'EL�i•.iiiR'`• -,t -� 3.4•- -a"ve�uu utimrevrisL'°w'v-?4`"' i'r-3if'II�_�'_'.. �",S:a''L'Nr�--_' _11•.. ^"�'�''-_"-'----"_sue-v —...aI...— - : __— —„, _-_ _ _-, i : __ h...,. ... s_ . k.. --,t i'''' ''', ,''*� '' -, es_Y aY , ? -L^GiyYS--L--n_ °_Y-_.r�_r s_rff--:myad=_s-LL_sn: EmTVasuwXIT g Q PIQlD04t :�tSr1F_F:_._S F:Y- _ �y'y5��..'.• � :�,Y�VA.iI ;�'uM1,� - }' ffit �,:W ice:.N ✓,4.hiy1 _ �4 M.,a}4 - � .'S^.,':`? RANDRARAUARn.11 AMYL-.._.__-:!• L. .0-'.1 T.:k•�5 1L-1, i;',.,7.' :i I' y '.?:_`\ I t`�' - AT FMPAlIP1H'Y EXIT -.LLL_rr. i___ ter ��iv;K :. r r w i = o _.e,_'”__ •&5 r.- fr _. _-----. {' K..., t ''h ,T,11:*_""'_____ r . ' s 'h w t�� t A 1�11IAQ �� r •-v. ._�•fR�,"- L ,2222 '� iii- -- �I F.:S 4` S'.�,5.�i_ _ �� 1.'L1A. �F O O [n . ,.SN 4.,1 ____ ...L \ • ____`_ -_ ;y' q._.:. i. 1212_- -....1 'R, AHD N�. ,,1.k1 Il ert � _. - -_ -- ___� V `-AND DCELA ,MALL i h]-1 W rl REAR ELEVATION Sr 1V O y Qo A'PtM,1,,m'A%LYNNU FROM' EXIST..RETNLEUIIFWRI N O eANUrY mnE PARrnP SrtmE - PTPANVIwRrm xLYnrrc,sHOes I, � CANOPY 'm AMA. _. Iv"/rlai+. - ,r. i, ---_ - 2.222.. ..__-..�_ --_ •1xa 1 . 24 Hear Saving* WinCo FOODS I as r .x____ „_, .Wt _ ' ' so U" "iedr 1 =. F_ a+r yrw g `"- _y' 1 - --_ A,D � � =mow " A.Mr TOONR OM --- _ - - -- ��p SHEET TITI2 IDOIAEIOdiAA1L MUNCH WPM m i7 HI.M.�In to 8E REMOVED AND Rho � Ocum CURB NI MAW. WITH WEED' O& w m o MEWS PROPOSED MART,MUSTS.CM WADS BUILDING FRONT ELEVATION Ec EvwnoNs Sr Yd SHEET II ! , r. 7 O Q Q I Q 9 j O O 1 1 0 i O �um AH - hh?hz: - i 1 __ 1E41 = ' ,' -- ,• 1a l I L- i , • , in s ._._.�...d 111 ■ -I - 4—J rl -1:I I 11 1 i -I - �� -- 11 ■ 11 1 I\ ElilaS=D 1 i !i EEEJIEFF3 1 -- " : - - — 1H 1I 11 11 11 II " '11 1r -Yg e II '-III iltiti 4. EilieEi=u _--�- i -- 1 1 ■ ■ RI .. :1 p I-,� ' Ii 1 11 II 04. Pi ii ii III Ai' \�I j..... 11- •∎-- .-- .--- . ._ 11 - - - - ,-•-- ��ra� . ! II II I \ I"'•:-' - ■ 1 11 11 1' �, 11� ,,. ,...„ - ii 1 -; :-- I 11 11 I # - 1 .. I 11 II Iy' ■I �►' - i_._._.1.__ 11-_ --n 1■ • ■ I■.-. - --I I 4! - - .c- \ � . 1 II II ii ii i ii ''' • 0 1 \ II liii 11 IIIF ;I' - H _ !-- =� - - _ - ---G C --- is " 11.1 ■■ !- .. illgi I - �� ;w`; r .1 II !! l!!- 11 11 I M. /1�' L - �i IN II I!! ■II •M1 j: �r1 �. /®� C1 Ir: , J. II.!- ' 11 ': I:1 ! b/ 1 =1:;I�� ' .. E? I!!!- ■11 1 I 1 �<. ____ ii'.J_ r1�� I ii - I---- -} __ 1;;rc,mmm,r,m,1■o I ' 1 _ _ `-7I flip I .r54 Ai 1 I II i / j�l _ =--174 Allit_ i'r- -I,.,,- fig-' 1 1 1 , , I AN (-_-% "i;- - lim 5E-T-1---55 - ;4:--7-7 --,=___17'r /__1,741-p _ _!gral_ --INTE6,, ,S:4!1_44.11,EIL_ ..,siu. i_ 1 I IN i II b r 1 11 lw 1 0 S I , :: ; :zr -- 1 / ,,g II • i 2M 08 '-i__. .‘; '2-'2"rm .1,. : .4,;;L: _ Ea / \ i■■I � _ _ j I '. iie _CDah r-E •11 Pi i .r , E, j1 I r rr._ r ITP ,� ' 1 1 r % I 1∎., I j i i ' I_ , ■ �■..r a VI : i,A.A-M- .i.GO, .PJ'ACNAL100�uW..1.L.q 1 9 §b BRUCE W. PETERSEN V.4 ''t'"'r4' a r x WINCO FOODS STORE N0.23 •ARCHITECT• 1,' T 1 rl 1 4 i b 8 WI'nCo REMODEL ADDITION 1 P...11,P„�,w t `.t..-!� ;+. Y li PETERSEN•STA005 � � FOODS 7500 SW DARTMOUTH ROAD s TIGARD,OREGON PRONE sure STREET,Hasa IDAHO PliOh'E 30&NYI W/FAX X6]/5-1533 EXHIBIT B - Land Use Application Form MINOR MODIFICATION TYPE I APPLICATION City of Tigard Permit Center 13125 S V Hall Blvd., Tigard, OR 97223 T 1 G ARD None: 503.639.4171 Fax: 503.598.1960 11.A modification to the conditions imposed at the GENERAL INFORMATION time of Site Development Review approval that are not the subject of Criteria 1 through 10 above. Property Address/Location(s): 7501 SW Dartmouth Street Tax Map&Tax Lot#(s);1S136CD04300, 1S136DC04500 Site Size: 12.6 acres FOR STAFF USE ONLY Applicant*:WinCo Foods Inc. Address: 650 N.Armstrong Place Case No.(s): City/State: Boise,ID Zip:83704 Other Case No.(s); Primary Contact: Dave Van Ettan Receipt No.: __ Phone:208-672-2017 Fax:208-672-2146 Application Accepted By: Property Owner/DeedHolder(s)*: (Attach list if more than one) Date: WinCo Foods Inc. Address: 650 N.Armstrong Place Phone: 208-672-2017 Date Determined Complete: City/State: Boise,ID Zip:83704 Rev.715/06 *When the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner.The owner(s)must sign this application in the space provided on the back of this form or submit a written authorization with this application. REQUIRED SUBMITTAL ELEMENTS (Note: applications will not be accepted PROPOSAL SUMMARY without the required submittal elements) The owners of record of the subject property request permission for a Minor Modification.To review a modification as a Minor Modification, the Director must first find that the expansion does not invoke one or more of the 11 criteria discussed ❑ Application Form within Section 18.360.050(B)of the Tigard Development Code.If the modification ❑ exceeds the maximum allowed under any one or more of the following criteria,a Owner's Signature/Written Authorization Major Modification review is required. Major Modifications are processed in the ❑ Title Transfer Instrument or Deed same manner as a new Site Development Review.In a separate letter,please address the criteria below contained in Section 18.360.050(B)including a detailed response to ❑ Site Development Plan (3 copies) each criteria. ❑ Site/Plot Plan(reduced 8 1/2"- 11") 1.An Increase in dwelling unit density or lot coverage for residential development. 2. A change in the ratio or number of different types of dwelling units. ❑ Applicant's Statement(3 copies) 3.A change that requires additional on-site parking in accordance with Chapter (Addressing Criteria Under Section 19.360.050(B) 18.765. ❑ Filing Fee$562.00 4.A change in the type of commercial or industrial structures as defined by the Uniform Building Code. 5.An increase in the height of the building(s)by more than 20%. 6.A change in the type and location of accessways and parking areas where off-site In addition,the Director must find that the proposed traffic would be affected. change complies with the underlying standards of die 7.An increase in vehicular traffic to and from the site and increase can be expected applicable zoning district. To complete this review, to exceed 100 vehicles per day. the Applicant's proposal must include a discussion 8.An increase in the floor or area proposed for a non-residential use by more than indicating how the site expansion will continue to 10%excluding expansions under 5,000 square feet. comply with the minimum setback, budding height, 9. A reduction in the area reserved for common open space and/or usable open parking land landscaping standards.Other applicable space that reduces the open space area below the minimum required by this code requirements such as minimum Clear Vision areas or reduces the open space area by more than ten percent. near driveways and street intersections may also be 10.A reduction of project amenities(recreational facilities,screening,and/or, applicable depending on where the budding landscaping provisions)below the minimum established by this code or by more expansion is proposed to be constructed on the site. than 10%where specified in the site plan. APPLICANTS: To consider an application complete,you will need to submit ALL of the REQUIRED SUBMITTAL ELEMENTS as described on the front of this application in the"Required Submittal Elements"box. (Detailed Submittal Requirement Information sheets can be obtained,upon request,for all types of Land Use Applications) THE APPLICANT(S) SHALL CERTIFY THAT: + The above request does not violate any deed restrictions that may be attached to or imposed upon the subject property. + If the application is granted,the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. + All of die above statements and the statements m the plot plan,attachments,and exhibits transmitted herewith,are true;and the applicants so acknowledge that any permit issued,based on this application,and may be revoked if it is found that my such statements are false. a The applicant has read the entire contents of the application,including the policies and criteria,and understands die requirements for approving or denying die application. SIGNATURES of each owner of the subject property. •TED this l3 day of A?v' ,20 O 1 i Owner's Signa W Owner's Signature Owner's Signature Owner's Signature EXHIBIT C - Property Title Information ( r ) Fideli tY National Title Com an Y The Closing Company Prepared For. Prepared By: Cassidy Joy Information Services Department 1001 SW Fifth Avenue Suite 400 - Portland,Oregon 97204 Phone:(503)227-LIST(5478) Fax: (503)274-5472 E-mail: csrequest@fnf.com OWNERSHIP INFORMATION Owner : Winco Food Llc Ref Parcel Number : 15I36CD 04300 CoOwner 7:01S R:O 1 W S:36 Q:252 Site Address :7501 SW Dartmouth Rd Tigard 97223 Parcel Number :R2045943 Mail Address :PO I3ox 5756 Boise Id 83 705 Map Number Telephone : Owner: Tenant: County :Washington(OR) SALES AND LOAN INFORMATION Transferred :04/01t2004 Loan Amount . Document# :33301 Multi-parcel Lender Sale Price Loan Type Deed Type : Warranty Interest Rate . Owned : 100 Vesting Type :Corporation PROPERTY DESCRIP TION ASSESSMENT AND TAX INFORMATION Map Page& Grid :655 G3 Mkt Land :$1,845,200 Census : Tract: 307.00 .3lock: 1 Mkt Structure , Subdivision/Plat Other Neighborhood Cd :ZTGL Mkt Total : $1,845,200 Land Use :2002 Vacant,Comme;'cial %Improved . Legal : 1995-013 PARTITION PLAT,LOT PT 2, 06-07 Taxes : S10,131.38 :ACRES 3.53 Exempt Amount : Exempt Type . Class Code Levy Code :02381 Millage Rate : 15.7510 M50 Assd Value :$643,220 PROPERTY CHARACTERISTICS Bedrooms • Lot Acres :3.53 Year Built Bathrooms Lot SqFt : 153,766 E,f`YearBlt Heat Method Bsm Fin SqFt Floor Cover . Pool Bsm Unfin SqFt : Foundation Appliances Bsm Low SqFt Roof Shape . Dishwasher Bldg SqFt Roof Mall Hood Fan 1st Fir SqFt InteriorMat . Deck • Upper Fir SqFt : Paving Matt . Garage Type Porch SqFt Const Type Garage SF Attic SqFt Ext Finish Deck SqFt This title information has been furnished,without charge,in conformance with the guidelines approved by the State of Oregon Insurance Commissioner. The Insurance Division cautions intermediaries that this service is designed to benefit the ultimate insureds. Indiscriminate use only benefiting intermediaries will not be permitted. Said services may be discontinued. No liability is assumed for any errors in this report. 1(--- ----,\ Fidelity National Title Company of Oregon N .1 AJ m I \ .__L..e•-• / WE Map # 1S136CD 04300 s _ The drawing below s copied from the public records and is provided solely for the purpose of assisting in locating the premises. 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Ow so ime t end TueOen, <;..; .." •, Ec•O clo County Cte/• Title Order No. 7069-67344 Escrow No. 67344 After recording return to: t . Hicks HollandMathew&M Hart LLP 101 S. Capitol Blvd, Suite 141}0 i'f' Boise, ID 83702 l` Until a change is requested all tax statements shall be sent to the following address. 1 WinCo Foods,LLC Attn: Susan Busche .N, P.O.Box 5756 Boise,Idaho 83705 Q Partition Plat No. 1995-013 Tigard,OR—Store#23 41 STATUTORY WARRANTY DEED h I WinCo Foods,Inc.,an Idaho corporation formerly known as Waremart,Inc.,an.Idaho corporation Grantor,conveys and warrants to WinCo Food,LLC,a Delaware limited liability company,Grantee, Z the following described real property free of liens and encumbrances,except as specifically set forth 1 i! herein: Parcel 2 of Partition PI it No. 1995-013 in the South one-half of Section 36,Township 1 South,Range I West,`Willamette Meridian, City of Tigard, Washington County, V i Oregon. E This property is free of liens and encumbrances,EXCEPT: This conveyance is subject to covenants, conditions, restrictions and easements, if any, affecting title, which may appear in the publi;record,including those shown on any recorded plat or survey. THIS INSTRUMENT WILL 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 APPROVED USES AND TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30.930. The monetary consideration fcr this conveyance is$0.00;however,the actual consideration consists of other value,given or promised. Effective April I,2004. WinCo Foods, Inc. flea Wart mart, Inc., an Idaho corporatio. B : ,04 G= R. Piv: CFO STATE OF IDAHO ) s5. County of Ada ) On this eu—day of March, 2004, before me, a Notary Public In and for said State, personally appeared Gary R. Pivz, known or Identified to me to be the Chief Financial Officer of the corporation that executed the within instrument or the person who executed the instrument on behalf of said corporation, and acknowledged to me that such corporation executed the same. In witness whereof,I have heret nto set my hand and affixed my official seal the day and year In this certificate first above written. *#"". SEFF4t4,4%. L2...le i)xe ��y 4, • N PUBLIC THE STATE AHO (1.14VV a i Residing at: /z S� -.6•= �` tit' RI My commission expires:_ /j�' j- ti • * PU$ r 1.4., .,„...c.0_0$ 4 '5'7.44.TB 0 ,, 1111111111111111111111111 LEGAL DESCRIPTION Parcel 2 of Partition Flat No. 1995-013 is the South one-half of Section 36,Township 1 South, Range 1 West,Willamette Meridian,Qty of Tigard,Washington County,Oregon. 1111111111111111111 III III 2064-33301 111111 ,.j Fidelity National Title Company An The Closing Company Prepared For: Prepared By:Cassidy Joy Information Services Department 1001 SW Fifth Avenue Suite 400 - Portland,Oregon 97204 Phone:(503)227-LIST(5478) Fax:(503)274-5472 E-mail: csrequest @fnf.com OWNERSHIP INFORMATION Owner :Winco Food Llc Ref Parcel Number : 1 S 136DC 04500 CoOwner 7:O l S R:01W S: 36 Q:251 Site Address :7501 SW Dartmouth Rd Tigard 97223 Parcel Number :R2045946 Mail Address :PO Box 5756 Boise Id 83";05 Map Number Telephone : Owner. Tenant: County :Washington(OR) SALES AND LOAN INFORMATION Transferred :04/01/2004 Loan Amount : Document it :33301 Multi-parcel Lender Sale Price Loan Type • Deed 7),pe :Warranty Interest Rate . %Owned : 100 Vesting Type PROPERTY DESCRIP'ION ASSESSMENT AND TAX INFORMATION Map Page& Grid :655 G3 Mkt Land :$4,746,000 Census : Tract:307.00 ''lock: 1 Mkt Structure :$8,953,330 Subdivision/Plat Other Neighborhood Cd :ZTGL Mkt Total :$13,699,330 Land Use :2012 Com,Improved %Improved :65 Legal : 1995-013 PARTITION PLAT, LOT PT2, 06-07 Taxes :$101,530.01 :ACRES 9.08 Exempt Amount : Exempt Type Class Code • Levy Code :02381 Millage Rate : 15.7510 M50 Assd Value :$6,445,940 • PROPERTY CHARACTERISTICS Bedrooms • Lot Acres :9.08 Year Built Bathrooms • Lot SqFt : 395,524 E,(JYearBlt • Heat Method Bsm Fin SqFt Floor Cover . Pool Bsm Unfin SqFt : Foundation : Appliances Bsm Low SqFt Roof Shape . Dishwasher Bldg SqFt Roof Mad Hood Fan 1st Fir SqFt InteriorMat . Deck Upper Fir SqFt : Paving Mad . Garage Type Porch SqFt Const Type Garage SF Attic SqFt Ext Finish Deck SqFt • This title information has been furnisheiI,without charge,in conformance with the guidelines approved by the State of Oregon Insurance Commissioner. The Insurance Division ca itions intermediaries that this service is designed to benefit the ultimate insureds. Indiscriminate use only benefiting intermediaries will not be permitted. Said services may be discontinued. No liability is assumed for any errors in this report. ._„• idelity National Title Company of Oregon N ..1.1 ) (\ L ; W E N--.. ...% Map # 1S136DC 04500 s The drawing belols is copied from the public records and is provided solely for the purpose of assisting in locating the picric ses. 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':....4'''''.<"'"..*:-: . 7.7 -..71...SNEZ7r.4rCz...‘... `'..' ,.41.'"-.•:?"4 _.,:c1 ........................,...................., .........■.......... i i -- ,.... a C A A S 3,Ff5e :1714' "*"!4•,''C.11-'.fl#:5'..Pt'ID,:i,-+.05.:44...,-. ---.••i=.+•..,--.t...7- 16-na- ._ _ a • .. tIVAtt. , .-,-- .',':;••".•:.:{':•?.• .-:":",:.V.a:.".•':.•:':•:',..::,',.:.•:',..2".....:4•••• '•11'.•----- b ..4....- TIGARD 1 S 1 361)C 1S1 36DC donde, , EXHIBIT D - Environmental Site Assessment • 011‘15111i11 PACIFIC HABITAT SERVICES, INC 9450 SW Commerce Circle,Suite 180 (800)871-9333•(503)570-0800•Fir((503)570-0855 Wilsonville,OR 97070 March 22,2007 Chuck Buckallew-Site Assessment Coordinator Clean Water Services 2550 SW Hillsboro Highway Hillsboro,OR 97123 RE: Site Assessment for WinCo Foods in Tigard,Washington County, Oregon PHS Project Number: 4020 Clean Water Services File Number 07-000485 Dear Chuck: This letter is regarding the proposed site improvements at the WinCo Foods in Tigard, Washington County, Oregon(Figure 1).All figures are located in Appendix A. The site is located at 7501 SW Dartmouth Road and is comprised of tax lots 1 S 136CD04300 and 4500.A copy of the Washington County tax lot map can be found in Appendix B. The applicant proposes to expand the existing WinCo Foods building by 9,820 square feet and provide improvements to the existing parking lot. The proposcd improvements will not qualify the project for redevelopment under the Clean Water Services (CWS)regulations; therefore,a Service Provider Letter will he required. On March 9,2007,Pacific Habitat Services,Inc. (PHS)conducted a sensitive area assessment of the site.The site review identified potentially jurisdictional wetlands and a perennial stream located on tax lot 4300.These sensitive areas continue off-site to the west and northwest. Specific on-site and off-site information collected for the assessment is documented in this letter.No natural resource assessment was prepared for the proposed project. On-site Assessment The existing WinCo Foods site consists of one large building,a parking lot,a perennial drainage and a palustrine forested,scrub-shrub,emergent wetland system (Figure 2). The sensitive areas are located in the western half of tax lot 4300 and are separated from the impervious portions of the site by an approximately 12-13 foot tall retaining wall.The wall continues along the entire western edge of the WinCo Foods site and in the southern portion is it approximately 4-10 feet wide and planted with shrubs. The western tax lot boundary of tax lot 4300 appears to be the approximate centerline of the perennial drainage. PHS did not delineate these sensitive areas;however, their approximate boundary begins just west of the retaining wall as identified on Figure 2.The perennial drainage and wetlands General Contractors• OR:CCB#94379•WA:PACIFHS062QZ 1 Chuck Buckallew,Clean Water Services WinCo Foods Site Improvements/PHS#4020 March 22,2007 Page 2 would be regulated by the US Army Corps of Engineers,Oregon Department of State Lands,and Clean Water Services. The WinCo Food site is comprised mostly of impervious surface.The undeveloped portions outside of the impervious areas consist of maintained planter strips around the perimeter of the site and some islands in between parking spaces. The vegetation in the planter strips includes Douglas fir, red osier dogwood,English ivy, Viburum sp. and mowed grasses and forbs. Photographic documentation of the site is provided on Figures 3A through 3D. Off-site Observations Prior to the site visit,a review of available information was conducted.The US Fish and Wildlife Services National Wetland Inventory(NWI)map identified the perennial drainage on the site as a palustrine forested,broad leaved deciduous,saturated/semi permanent seasonal (PFOi Y)system (Figure 4). No other wetlands in the site were identified on the NWI map, which is not consistent with Pl-IS's finding in the field. The USDA Natural Resources Conservation Service Soil Survey of Washington County, Oregon mapped three soil series within the site. The western portion is mapped as Huberly silt loam(22), which is a hydric soil and the remainder of the site is mapped as Aloha silt loam(1), which is non- hydric, but can contain hydric inclusions. The eastern portions of the site that include road connections from the site to SW 72" Avenue are mapped as Quatama loam,which is non-hydric,but can contain hydric inclusions(Figure 5). Proposed Site Improvements The proposed improvements include the construction of a 9,820 square foot expansion onto the eastern portion of the existing WinCo Foods building(Figure 6).The parking lot will be reconfigured to replace the angled parking spaces with 90-degree parking spaces to improve traffic circulation. Vegetated Corridor Width Determination The sensitive areas are separated from the WinCo Foods building and associated parking lot by a 12-13 foot tall retaining wall. The approximate location of the sensitive areas on tax lot 4300 was drawn on Figure 2.The regulated 50-foot CWS buffer would extend east from the sensitive area however,the site consists of impervious surface from the existing parking lot and a few pervious areas in the vegetated planter strips. On tax lot 4500,the regulated 50-foot CWS buffer would extend east into the northwestern corner of the site.This area consists of parking lot and a planter strip located along the northern tax lot boundary. Redevelopment Standards The proposed site improvements will alter less than 10%of existing impervious surface within 100-feet of the sensitive areas; therefore, the CWS redevelopment standards will not apply. The 100-foot radius extending cast of the sensitive areas encompasses 67,653 square feet of impervious area(Figure 6). The proposed improvements will impact 4.78%of the existing impervious surface within a 1 00-foot radius of the sensitive area. Several of the proposed parking lot improvements, which require the replacement of Chuck Buckallew,Clean Water Services WinCo Foods Site Improvements/PI-1S#4020 March 22.2007 Page 3 vegetated planter strips with additional impervious surface, total 3,233 square feet (Figure 6).The proposed redevelopment which includes the 9,820 square foot expansion onto the WinCo Foods building is located approximately 350 feet east of the sensitive areas; therefore, located outside of the 100-foot radius. Summary The applicant proposes an expansion of the existing WinCo Foods building and improvements to the existing parking lot.Our investigation identified a perennial drainage and a wetland located on tax lot 4300. The drainage and wetlands continue off-site to the north and west. The proposed improvements will impact less than 10%of the 100-foot radius from the sensitive area; therefore,CWS redevelopment requirements do not apply.No buffer creation or enhancement will be required as part of the proposed site improvements. Please feel free to call me if you have any questions. Sincerely, Michele Eccleston Wetland Scientist Attachments: Appendix A—Figures 1-6 Appendix B—Tax lot maps c: David Van Eaten,WinCo Foods Chris Negelspach,PE,WRG Design Appendix A Figures }' R26 \ r'S i - ,,,4.1:,, , r `, il� 1' 7 ft lj�. 4' 1, , '�°1iq�ay,.�1�A,p1111.:1 t-,r , 'I' ▪ b 4 ,• r '•1 q I r it r a • i r yi,. 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Base mop provided by WRG Design, Inc., 2007. vivo:4 „.,,..._ FIGURE 2 1 I Ti• , i t n.•�-3'.+S,fir r4` k ",' a •`.u�1 rr ti F i t r , �. tot f r^ X ppt. Y !,..,•' S P S / R r ' t _ , ti i.V Jr -`. -4-r-.1, �AA'�}'4°i�`2,,C i t�j�°i }1 tt .1: 1 r '. ... ‘ h 4,,-rat,«•+ �r, K r TfrJr rsr ix 4.-- J.fq 11 ... . S 3f. i5-�---.it:. ' 1 ^�1;.�7.. �w r''''''''°r N` .,i� Bark`404 Ci r."t '.,'�'."1'' r '1,r�{s �, �' .. . v f j ' „'�; t �T" • ""__. 1j'1T�r}_th 46.10'.1'4"-'•••',X•-•Y► • 1(` t.i\Jt y ..{r�� .,p .^ Y'. r J rY,1�147'd' y`f C f J i• rti `^i(to. FYr +'t ♦twEY'i4 ? ,%''R rJ ; , z• :'`rr (i1 �t1 `a .fy41 r'"a.` t t•�'� 4S'. , IZ/ i4 r .. Y ! y ,J(J/• l R"L`+J N. Ala .1 . ti. r.\ L� r tr , y r x}* a. k ti s ..,s • y i f ..Y•C�' ' t r6"Y��413�yt] .a B K +t' , �� ' yt_ 1 \, :•"--;,•.::\:.•...:-`_. a4ettc ....:4',.,r . < .F ri!j J r yy ' i / r /.3:—. A Iftt •L. U s ++'£t t;4 r If t• t. ,fit . $` j i r<i r ,V.1.1. r �.}�`t +�' { 1lAj�a�rli�l�R„Y$ .• y w`3<!tf'r ��i ra{�'"<[. , ft./. ':}vi 1St? 4.1 ., ' ii so- .`th,S3�f ., ,'. "ifc.1. in •' ,t. r r 4 • b . 1 ?.A 'Pt 7• ,tt`�lk.�.d'1'�..� ',■kti. ,,,,�}} rJ; .11-a ��t R t r L t. c'.� r rk r f , tt: i �/ y.e.lid !�,-t) fSJrr i`r -4! '.. 1 • �l� T ��f.t�^. ��1T'.M i .1.S- - I 1��iV� +55 v Rf� t.P3, �t ��'�C 1 ./`. I �' Z.i }�� '` Ii ♦ ,t'1 tSfir\+ tjli.v'J Kr i !h ^�t�.tr rte?l/�± vi '✓`Ai. Ir~ 4 s e 4.1,-,.' r' '.1'......--•;:: t t i Y�f�(A "t r a.•r II f j� rr .y:. A •1 . '' - of ii,1',-t 4 ,,j. i ?rte.'''.::_'-1-' S+i- ,r, ,� ' 1.Y •••"""'"-i. i g,,t'7 ftf t - .10 ft t t "i-'�..0::• fPhoto 1 s a r t .�+ � ,� , 'C • II U - ,, 1,: , t .S a... • h4 JuZ 1444.-- , -Pt r+ r; 0 , - L . • 11 . r- i t r Photo 2 �, 3114107 4020 Photo 1 looks southeast at the existing WinCo Foods parking lot,planter strip,and FIGURE I wetland located in tax lot 4300.Photo 2 looks north at the existing WinCo Foods parking lot and wetland located in tax lot 4300. Both photos were taken on March 9, 2007. 3A Iisi —Pacific Habitat Services,Inc. — I • ., • • s n� if r, Photo 3 �; .', 11 oj 'ZZ �f �'•�yl�l3 ilk;st x •�y+ta� �yry..,'�`tM.w r t' .Z ! � ��r .. —e..} T$ ,1.°Yf."t7.4" •('� 'ti C RJj �1 '4f.L•` �t�lF�i l{. • � r • Photo 4 ' .-s _` • 3/14/07 4020 Photo 3 looks south at the wetland located in tax lot 4300.Photo 4 looks north at the existing WinCo Foods parking lot,retaining wall, and wetland located in tax lot 4300. FIGURE Both photos were taken on March 9, 2007. 3 B f'�I• `/' —Pacific Habitat Services,Inc. D 1 r ; F. ' � I �1 N tq•' t. I ly !!!lam X11}1t' 1, rte. ;.r. 5. f f!: t 'c F • tb ∎ r "f i I 4.1 Photo 5 w- , 1 sr .1• �. 1 i� r 9 r -'r t %:; ti tom, ' 1 1 , •: sl 1 • A •�}rj. r n�,�.4 ./1 4' �� J■ , .r.� ,...,.j T� • 176' p� ev , Photo 6 . 3/14/07 4020 Photo 5 looks southwest at the retaining wall and wetland located in tax lot 4300. Photo 6 looks north at the riparian area in tax lot 4300. The perennial drainage is not FIGURE shown on the photo, but continues off-site north of the trees. Both photos were taken on 3C March 9, 2007. F —Pacific Habitat Services,Inc. ■ fi =+ t � r �:� S \ .5..`,714g.1't!r. � '�4.:11,4x.44:f -i }. ",,�`? x'17! ~n .rA. ♦s• ! ..:r r, � � ' } ■ � �4ti� l1 r�� p ,� x' ': t. r ` V4 gar ,`��.. 4100„..0 . Fr � ‘ w. I' , C i- Photo 7 • , -o v ,. , �: . / . .. ' ,_.. ..v I _, .,'', .-�. � !\•t # '�+ Jye _ �j► rg 1 �;�.s�:-�•.. -a:.x - �S�=iSa�?R?"�X..YM _; pvw rt ,ss e-u1w.•m+wra++ysaar[rsts•ya...y fleMV1R0!'lrtra 4vr1• 1 1 ,...1 ! , ,„..• __ • ,1r ty;. T '' , .05E11 --.ic" ti ` a c1A,�1 , , ,\• x ,}z_.:."ry a ,.: . RP \V \\ \ ,) . }+r1 f°. fV„i 5s 1 `2.`;•. :NA.C.‘ • Photo t3 " V`t h� r' . -,, , c'�`s.. 13/14107 4020 Photo 7 looks west at the northwestern corner of the existing WinCo Foods parking lot and planter strip along the northern site boundary. Photo 8 looks northeast at the FIGURE planter strip along the northern site boundary. 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'' l ':.—7 'r: .4:': .'' .'.. .'-:•-.. .*,-*:!!'-• ..i ..0" . .1 ... . i.". •'' ‘ ' • ... . • ..- ••.•-...• ..• . . . ... ...• . • .- .• • ' • • • . *--• 9.• , . . :. . . •,. .. , .. • • - .. ,. -s. . • • • - • . 1 51 • • . . . . .. . . - . . . . . . ... EXHIBIT E - CWS Sensitive Area Pre-Screening Site Assessment -Feb, 15. 2007 3:54PM CLEAN WATER SERVICES 503 6814439 No.7127 P. 1/16 File Number Q I-0o OLI 5- C1canWaterr Services our commitment ill clear. Sensitive Area Pre-Screening Site Assessment Jurisdiction City of Tigard Date February 8,2007 Map&Tax Lot 13136CD04300,1 S136DC04500 Owner WinCu Foods,the. Applicant Kristi Crippen Site Address 7501 SW Dartmouth Road Company WRO Design,Inc. Tigard,OK 97223 Address 5415 SW Westgate Drive,Suite 100 Proposed Activity Building addition and parking lot City State Zip Portland,OR 97221 reconstruction Phone 503-419-2500 Fax 503-419-2600 By submitting this form the Owner, or Owner's authorized agent or representative, acknowledges and agrees that employees of Clean Water Services have authority to enter the project site at all reasonable times for the purpose of inspecting project site conditions and gathering information related to the project site. Ottacial uaa only below thin line Official one tidy below this line Olpolna use only below than Ilse Y N NA Y N NA 1-1 Sensitive Area Composite Map Stormwater Infrastructure maps L__J Map# !flwd U n QS# 02.11 ) 14.2./2 IA Locally adopted studies or maps ,� J (j n Other ❑ L� Specify (�1 U I 1 Specify ./farr/f4.rrf Based on a review of the above information and the requirements of Clean Water Services Design and Construction Standards Resolution and Order No. 04-9: r#i t Sensitive areas potentially exist on site or within 200'of the site.THE APPLICANT MUST PERFORM A SITE CERTIFICATION PRIOR TO ISSUANCE OF A SERVICE PROVIDER.If Sensitive Areas exist on the site or within 200 feet on adjacent properties, a Natural Resources Assessment Report may also be required. ❑ Sensitive areas do not appear to exist on site or within 200'of the site.This pre-screening site assessment does NOT eliminate the need to evaluate and protect water quality sensitive areas if they are subsequently discovered.This document will serve as your Service Provider letter as required by Resolution and Order 04-9, Section 3.02.1.All required permits and approvals must be obtained and completed tinder applicable local, state,and federal law. ri The proposed activity does not meet the definition of development. NO SITE ASSESSMENT OR SERVICE PROVIDER LETTER IS REQUIRED. Reviewer Comments: Reviewed By: 1 '�C �s � Date: .31/5/4 7 Official use only Post-it°Fax Note 7671 °R�'.Z / t%� pa or /6 Returned to Applicant To From G/C ` �( Mail Fax 1( Counter_ W th,d5 ov/. l Date x//f�?- By CalUept, �/' Co. PtmnP �f� prow�0�} .66/ Tax# 6-03' l q. QO Fax i! . . •Feb. 16. 2007 3:54PM ---CLEAN WATER SERVICES 503 6814439. No.7127 P. 2/16 . . \ d•. . I 0 u .. 'e• .'. :f.....A,:.'.?..:•...f.:;I 7 . ...,.....;•.. .... "' .•.... : i • • • ,I• I • .rog-•-/' ..••• I •• 11,... , :41 \ ..' .! 1, : . • • I . • :.• . : . . o 40°P 1!Lt . • . irl' ,:,• i 4.: ..,•. '..:.• •...: ft,..-..,,,*•• - • • \ ,..,• -...,;.::4:..i.....-'.....:!..'•'.. . ' . . ( ' ../. .'..Z..s •••rr:....ii'.41.:' .t:1;*■.*::•. . I/ . 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"I --1 • • P.,--0 •I•k•• i %III'•-• .•••••• • • •.'••- •••• :•,.. e-4,0-.4.!IVI••• ---Vig•••;nt* • - ..,,•• ;:•••• •. ....•-•-• • •••■;■••• •Feb•15. 2007 3:55PM CLEAN WATER SERVICES 503 6814439 No.7127 P. 3/16 CWS File Plumber f Clcanatcr\ Services Our commitment is clear Sensitive Areas Certification Form Property Owner __ Name Address City/State/4p — telephone Fax -- - -- Applicant Name Address - - — City/State/Zip - - Telephone - _ Fax •_.. E-mail Project Location Street.road,or other descriptive location Legal Description Quarter Section Township Range In or near(city or town) County Tax Map# Tax Lot# Waterway River Mile Latitude Longitude Adjacent Property Information: _ Sheet,road,or other descriptive location Logal Description: Quarter Section Township Range In or near(city or town) County Tax Map# Tax Lot# Waterway River Mile Latitude longitude 2550 SW Hillsboro Highway•Hillsboro,Oregon 97123 Phone: (503)681-5100•Fax (803)681.4439•www.yk•inwsrcncn•lo ,um •Feb• 15. 2001 3:55PM CLEAN WATER SERVICES 503 6814439 No.7127 P. 4/16 CWS File Number An on-site,water-quality-sensitive area reconnaissance was completed on: Dale By Title Company A. Existence of Water-Quality-Sensitive Areas As defined in the District's Design and Construction Standards,water-quality-sensitive areas: ❑ do ❑do not exist on site(check appropriate box). ❑ do ❑do not exist within 200'on adjacent properties,or❑unable to evaluate adjacent property(check appropriate box)_ . If water-quality-sensitive areas exist,complete Section B below, • If water-quality-sensitive areas do not exist,skip Section B,sign this form and submit to the District with plan approval package. B. Types of Water-Quality-Sensitive Areas The type(s)of water-quality-sensitive area(s)that occur on site or within 200 ft on adjacent properties are(check all that apply): ❑welland(s) ❑spring(s) ❑intermittent stream(s) ❑perennial stream(s) ❑ponds Sign this form and submit to the District with plan approval package and one(1)copy of the Natural Resources Assessment Report(information available through the District). • The Natural Resources Assessment Report includes: • Wetland Delineation Report per DSL/Corps reporting requirements(if wetlands present). • Vegetated corridor documentation meeting the requirements of CWS Design and Construction Standards,Chapter 3 and Appendix C. C. Area of Vegetated Corridor Outer length of Vegetated Corridor on-site Average width of Vegetated Corridor on-site Total square feet of Vegetated Corridor on-site By signing this form the Owner,or Owner's authorized agent or representative, acknowledges and agrees that employees of Clean Water Services have authority to enter the project site at all reasonable times for the purpose of inspecting project site conditions and gathering information related to the project site. I certify that I am familiar with the Information contained in this document, and to the best of my knowledge and belief,this information is true,complete, and accurate. Applicant: Print/Type Nome Print/Type Title Signature Date 2550 SW Hillsboro Highway•Hillsboro,Oregon 97123 Phone: (503)681-5100•Fax: (503)681-4430•www.clan.ripaarviamn a • Feb .15. 2007 3:55PM CLEAN WATER SERVICES 503 6814439 No.7127 P. 5/16 Stormwater Site Assessment and Alternatives Analysis Review Fees Stormwater Site Assessment and Alternatives Analysis Review Fees shall be charged for customers requiring a service provider letter or site certification concurrence in accordance with Clean Water Services current Design and Construction Standards (R&O 04-9). a. Basic Site Certification Concurrence Fee -$25.00 The basic site certification concurrence fee will be charged for properties where there is no sensitive area or vegetated corridor on or adjacent to the site or for properties on which the proposed development has no negative impact to the sensitive area or corridor. b. Allowed Use Site Certification Concurrence Fee -$50.00 The allowed use site certification concurrence fee will be charged for properties on • which the proposed development is an allowed use as defined in Section 3.02.4.b.2 of above reference R&O, and which has an impact to the sensitive area or vegetated corridor on site. c. Corridor Averaging/Reduction Site Certification Concurrence Fee -$150.00 The corridor averaging/reduction site certification concurrence fee will be charged for properties on which corridor averaging or corridor reduction is requested. d. Tier 1 Alternatives Analysis Review Fee -$500.00 The Tier 1 Alternatives Analysis Review Fee will be charged for development requesting a Tier 1 encroachment as defined In section 3.02.6.d of R&O 04-9. e. Tier 2 Alternatives Analysis Review Fee -$750.00 The Tier 2 Alternatives Analysis Review Fee will be charged for development requesting a Tier 2 encroachment as defined in section 3.02.6.e of R&O 04-9. • f. Tier 3 Alternatives Analysis Review Fee-$500.00 The Tier 3 Alternatives Analysis Review Fee will be charged for development requesting a Tier 3 encroachment as defined In section 3.02.6.f of R&O 04-9. 111Fw..1.1im ..gym box AM.v.nA..)Alwwons Anilysn Re•krf fen>I+m.nl.v Ant -Feb • 15. 2007 3:55PM CLEAN WATER SERVICES 503 6814439 No.7127 P. 6/I6 Payment to Provide for Vegetated Corridor Impact Vegetated Corridor Payment to Provide Fee The Payment to Provide Fee can be requested if approval is granted by DSL for Sensitive Area impact as defined in section 3.02.04.b.5. The fee will be determined based on cost per square footage. $2,500 + $2.22 per square foot of mitigated area over 1000 sq. ft. Mitigation ratios for encroachment into vegetated corridor CORRIDOR CONDITION Good Marginal Degraded DISTANCE FROM DISTURBANCE ,l, Within 1/4 mile within same drainage basin 1.5 1 1 Greater than 1/4 mile within the same drainage basin 1.75 1.25 1.25 Different drainage basin 2 1.5 1.5 Feb • 15. 2007 3:55PM CLEAN WATER SERVICES 503 6814439 No.7127 P. 7/16 \ C�leanWatcr Services Opt commitment is clear. Water Quality Regulations Permitting Process • This summary is intended to provide general information about Clean Water Services'water quality regulations. However,It is not a substitute for the regulations themselves. If you have any questions or concerns about how these new regulations may affect you,please contact Clean Water Services for additional information. Clean Water Services(the District) Is a service district formed under ORS Chapter 451 with lead responsibility for urban surface water management in urban Washington County, including all of the incorporated cities. To better protect water quality within its service district,the District has adopted rules that affect how and where"development" can occur by requiring Vegetated Corridors, enhancement, and mitigation for impacts to"Water Quality Sensitive Areas°. Water Quality Sensitive Areas are land features which serve as water quality filtering systems, protect aquatic communities, or otherwise function to improve the water quality and quantity management of the storm and surface water system, and Include any drainage system with a basin greater than 10 acres, wetlands, rivers,streams, springs,lakes and ponds. However, various types of man-made stormwater facilities are not considered"Sensitive Areas". The "Vegetated Corridor'is a corridor adjacent to a Sensitive Area that is preserved and maintained to protect the water quality functions of the Sensitive Areas. When did the rules go into effect? On February 22, 2000, and updated February 3, 2004,these water quality protection rules went into effect for all of urban Washington County, including the incorporated cities of Banks, Beaverton, Cornelius, Durham, Forest Grove, Hillsboro, King City, North Plains, Sherwood, Tigard and Tualatin. Who Is subject to the water quality regulations? These rules apply to all new"development", as defined below. Development under these rules refers to all human-induced changes to improved or unimproved real property including: • Construction of structures requiring a building permit if such structures increase the impervious surface footprint on the real property; • Land division, including subdivisions, lot line adjustments,expedited land partitions and minor land partitions. "Land Division"does not include plats for the sole purpose of converting existing buildings to condominiums; • Drilling; • Site alterations resulting from surface mining or dredging; • Grading that would require an erosion control permit; • Construction of earthen berms; • Paving and roadway construction; • Excavating that would require an erosion control permit; • Clearing when it results in the removal of trees or native vegetation that would require a permit from the City/County or notification to the Oregon Department of Forestry; • Redevelopment; • Construction of utility infrastructure. - Feb. 15. 2007 3:55PM CLEAN WATER SERVICES 503 6814439 No.7127 P. 8/16 Section 1,02.14,Clean Water Services Design and Construction Standards Resolution and Order 04-9(R&O 04-9). As noted in the definition, "development"includes a wide range of activities such as land divisions, the construction of structures requiring a building permit, grading, and excavating. However, the definition of"development"does not include the construction on a lot of record within a subdivision which is inside the urban growth boundary and which was approved by a local government decision on a land use application under an acknowledged comprehensive plan after September 9, 1995. What's required? A Stormwater Connection Permit is required by the District for all"development" However, prior to issuance of the Stormwater Connection Permit Authorization, you will need either. • A pre-screening determination by the District or local jurisdiction that states that no Water Quality Sensitive Areas are within 200 feet of your development site; or • A Service Provider Letter from the District, which states that the District has reviewed and concurs with your proposed site plan. [Note:A Service Provider Letter must be included with your land use or building permit application to the City or County.] In order to get a Service Provider Letter and a Stormwater Connection Permit Authorization from Clean Water Services, you must comply with the District's Design and Construction Standards. This means that if you are proposing a project that meets the definition of "development', you must do the following: Step 1: Pre-Screening Determination Submit a completed Pre-Screening Form and request that City or District staff make a determination of whether your property is likely to require a site assessment under the current Design and Construction Standards. Based on mapped information and other available resources, City or District staff will tell you whether or not it's likely that there are Water Quality Sensitive Areas on or near your property and provide you with documentation of their determination. a) If the pre-screening determines that it is likely that there are Water Quality Sensitive Areas on or near your property, proceed to Step 2. b) If the pre-screening determines it is not likely that there are Water Quality Sensitive Areas on or near your property, you may proceed with the land use or building permit application process. NOTE: The pre-screening does NOT eliminate the need to evaluate and protect Water Quality Sensitive Areas if they are subsequently discovered on your property. Step 2: Initial Site Assessment . The applicant or authorized agent shall conduct an initial site assessment to determine if there are Water Quality Sensitive Areas present on the site or within 200 feet and complete the Sensitive Area Certification form. The initial site assessment shall include at a minimum; a site reconnaissance,the proposed site plan (with dimensions) and photographs documenting the location of the potential Sensitive Areas(keyed to the site plan). a) If the initial site assessment indicates that there are Water Quality Sensitive Areas on or within 200 feet of your site, proceed to Step 3. ' Feb . 15. 2007 3:56PM CLEAN WATER SERVICES 503 6814439 No.7127 P. 9/16 b) If the initial site assessment indicates that there are no Water Quality Sensitive Areas on or within 200 feet of your site,submit the completed Sensitive Area Certification form, your proposed site plan, and supporting documentation to Clean Water Services. If the District concurs that there are no Water Quality Sensitive Areas on site or within 200 feet, the District will issue a Service Provider Letter and Stormwater Connection Permit Authorization confirming_ A copy of this letter should be submitted to the City or County with your land use or building permit application Step 3: Natural Resource Assessment If the initial site assessment indicates that there are Water Quality Sensitive Areas present or within 200 feet of your site, you will need to complete a Natural Resource Assessment and determine appropriate Vegetated Corridors. Depending on your proposed site plan, you may also need to complete an Alternatives Analysis. You will need to submit your Sensitive Area Certification form, Natural Resource Assessment,Alternatives Analysis (if required) and Site Plan to Clean Water Services. Please contact Clean Water Services for further information. Step 4: Storm Water Connection Permit Prior to obtaining your building permit or site development permit, present your pre-screening determination or Service Provider Letter to the District with your proposed site plan.The District will review the information to be sure that the plan meets the District's requirements for water quality protection and issue the Stormwater Connection Permit Authorization. Where do I find more information? The complete text of the current Design and Construction Standards is available on our website at www.cleanwaterservices.orq. Chapter 3 contains the regulations pertaining to Water Quality Sensitive Areas. Appendix C outlines the Natural Resource Assessment Methodology, and Appendix D provides information on landscape standards. For questions about Clean Water Services'water quality protection regulations or the process, contact Clean Water Services 2550 SW Hillsboro Highway Hillsboro, OR 97213 Phone: (503)681-5100 Fax: (503) 681-4439 ' Feb• 15. 2007 3:56PM CLEAN WATER SERVICES 503 6814439 No.7127 P. 10/16 3,02.7 Tables and Figures Table 3.1 Vegetated Corridor Widths Sensitive Area Definition" Land Slope Width or Vegetated Perpendicular to Corridor per Side _._ Sensitive Area _ + Figure 3.1•Graphic 1 • Streams with Intermittent flow draining: • 10 to<50 acres <25% 15 feet • >50 to 100 acres 25 feet • Existing or created wetlands<0.5 acre <25% 25 feet Figure 3.1-Graphic 2 • Existing or created wetlands> 0.5 acre • Streams with perennial flow X25% 50 feet • Sprints with perennial flow • Streams with intermittent flow draining>100 acres • Natural lakes,ponds,and in-stream i • undmcnts Figure 3.1-Graphic 3 • Tualatin River <25% _ 125 feet Figure 3.1-Graphic 4 • Springs with intermittent flow >25% 15 feet • Existing or eructed wetlands >25% Variahle • 'Tualatin River from 50-200 11** • Streams with perennial flow • Streams with intermittent flow draining>100 acres • Springs with perennial flow • Natund lakes,ponds,and in-stream • impoundments Figure 3.1 -Graphic S • Streams with intermittent flow draining 10-100 _25% Variable Heim; __ from 50-200 04 Figure 3.1—Graphic 6 • Redevelopment sites adjacent to Water Quality Sensitive Areas other than the Tualatin River `25% 25 Iced • Redevelopment sites adjacent to the Tualatin <25% 50 feet River 'c Scc Chapter 1: Definitions for Sensitive Arca,intermittent,and Perennial Flow •• Measured in 25-foot Increments from the edge of the Sensitive Area to the break in slope(i.e.<25%).Add 35 feet prat the break in slope to determine the Vegetated Corridor width,not to exceed 200 feet.For land divisions, the entire Vegetated Corridor must he contained in a tract. "•Measured in 25-foot increments from the edge of the Sensitive Area to the break in slope(i.e.<25%). Add 35 feet past the break in slope to deter mine the Vegetated Corridor width,not to exceed 200 feet.For land divisions, the first 50 fcct closest to Sensitive Area must he placed in a tract;remaining area may he contained in easement. • Storm and Surface Water Rules Chanter 3--Page I S • Feb . 15. 2007 3:56PM CLEAN WATER SERVICES 503 6814439 No.7127 P. 11/16 Figure 3.1 Vegetated Corridor Width Edge of Sensitive Area <25%Slo e 1. ,s--►. •Intermittent streams, 10 to<50 acres drainage 15' I4--25;sI •Intermittent screams,>50 to<100 acre drainage •Wetlands<0,5 acre Edge of Sensitive Area 2. <2504 Sla e •Wetlands>0.5 acres •Streams,springs with perennial flow I' -f • Streams with intermittent flow draining>100 acres •Natural lakes,ponds and instream impoundments Edge of Sensitive Area <25% 2-Year 3. Surface Water Elevation 125' —►l •Tualatin River Storm and Surface Water Rules Chapter 3--Page 16 • Feb. 15. 2007 3:56PM CLEAN WATER SERVICES 503 6814439 No.7127 P. 12/16 I ' Figure 1.1 (cuntinucd) Break In Slope 3—H 14--+I Edge of 0,1•51d9e \ 15' 15 Serg111ve Area 3 \_..._ ..-Intermittent Spring 4, 1 Variable 200'Mas •Wetlands •Tualatin River,streams,springs with perennial Ibw •Streams with intermktent flow draining 100 acres •Natural lakes,ponds and inslream impoundments 8reak In Slope •NW----•it Edge of ,25N•4 �15• 15' • ens Area Sensitive A S. 1 Intermittent Spring '1411110' I. 4 50.. Variable 200'Max •Streams with intermittent flow draining 10 so 10Q acres. First 50•in tract and remaining arao in easement(easement Iirnit treelvegetation removal, nu staging,grading,stockpiling) Edge of Sensitive Area 6. 1 425%s4'1 a 25 N •Redevelopment sites on streams,springs,wetlands,lakes,ponds N----50---+I •Rndevalapment ales on Tualatin River Storm and Surface Water Rules Chapter 3--Page 17 -.Feb .15. 2007 3:56PM CLEAN WATER SERVICES 503 6814439 No.7127 P. 13/16 • • Figure 3.2 Vegetated Corridor Measurement Methodology 1) Measure 50 feet horizontally from the Edge of the Sensitive Area(see Table 3.1), Horizontal Distance 4 50' Vertical Difference L Edge of Sensitive Area 2) Determine the slope (Vertical difference/llorizontal distance)+ 100=percent slope 3) If slope is<25%,apply the vegetated corridor per Table 3.1 (a) if stream or spring is intermittent,measure the drainage area from the upstream drainage point of the development determine appropriate width application. The width of the Vegetated Corridor may widen as it proceeds downstream,if the drainage acreage increases past the various acreage cut-off points outlined in Table 3.1. Upstream r Drainage Point j /4— Drainage Area • -. /Development Site Storm and Surface Water Rules Chapter 3--Page I S •Feb.15. 2007 3:56PM CLEAN WATER SERVICES 503 6814439 No.7127 P. 14/16 Figure 3.2 Vegetated Corridor Measurement Methodology(cont'd) 4) If the slope is>25%,measure another 25 feet horizontally and perpendicular to the starting point up the slope until either. (a) A slope is encountered that Is less than 25%. In this case,determine the break in slope and add an additional 35 feet to mark the outside boundary of thy Vegetated Corridor;or Outside Boundary of I 1 S • 2— �-1 Vegetated Corridor 225% 22696 225% 425% 15'with Geotech Break in Slope (Edge of Sensitive Area (h)200 feet is reached(all slope measurements 325%). 1 50 I 25' t 25' I Outside Boundary of Vegetated Candor • Edge of Sensitive Area Storm and Surface Water Rules Chapter 3--Page 19 • -.Feb .15. 2007 3:56PM CLEAN WATER SERVICES 503 6814439 No.1127 P. 15/16 • ti I Table 3.2 Vegetated Corridor Standards E Vegetated Corridor Condition Definition Requirements of Vegetated Corridor Protection, Enhancement,and/or Mitigation Good Corridor Condition • Provide unification,per Appendix C:Natural • Combination of native trees,shrubs, Resource Assessments,to District or City/County that and groundcuver covering greater than the vegetated corridor meets condition criteria, 110%of the area and greater than 51W. • Remove any invasive non-native species'within the tree canopy exists(areal measure) corridor by hand and revegetate cleared area using low impact methods.' • It-impact is to occur,provide District or City/County with a native plant revegeta:inn plan appropriate to the site conditions developed by an ecologist/biologist or landscape architect to restore condition. See Appendix 1):Landscape Requirements_ • Revegetate impacted arca per approved plan to re establish":ood"corridor conditions Marginal Corridor Condition • Provide certification,per Appendix C:Natural • Combirsullon of native trees,shrubs,and Resource Assessments,to District or City/County that g ounde over covering 50°/x80%of the the vegetated corridor meets condition criteria, area and 26-50%tree canopy exists(areal • Remove any invasive non-native specks within the measure) corridor by hand or mechanically with small equipment, to minimize damage to existing native (f:nhancement up to"good"corridor vegetation.2 condition required regardless of planned • Provide District or City/County with a native plant impact) revegetation plan appropriate to the site coodi lions developed by an ecologist/biologist or landscape architect to restore to a good urrridor condition. See Appendix D:Landscape Requirements. • Vegetate corridor to establish"good"corridor conditions Degraded Corridor Condition • Provide certification,per Appendix C:Natural • Combination of native trees,shrubs,and Resource Assessments,to District or City/County that groondcover covering is loss than 50%of the vegetated u+rridnr meets condition criteria. the arcs and less than 25%tree wnupy • Remove any invasive non-native species within the exists(areal measure) corridor by hand or mechanically' • Provide District or City/County with a native plant (Enhancement up to"good"corridor condition revegetation plum appropriute to the site conditions required regardless of planned impact) developed by an ecologist/biologist or ladse,are architect to restore to a good corridor condition.Sec Appendix D:Landscape Requirements, • Vegetate Corridor to establish"good"corridor conditions I When a single plant community type contains multiple condition characteristics,the higher quality condition shall prevail Six:Appendix C for plant lists and relercrrces. Refer to integrated Vegetation Management Guidelines for appropriate methodology Storm and Surface Water Rules Chapter 3--Page 20 - Feb . 15. 2007 3:56PM CLEAN WATER SERVICES 503 6814439 No.7127 P. 16/16 Figure 3,3 Vegetated Corridor Averaging Example Frontage length=200 6 at oa 20%of length=40• ya‘4 c Width of vegetated corridor at en machmgnt.75' ?0%of*Oh.15' >` Total allowable encroachment " — d:c'• area=600 square feet _-- r n r + Area to be reduced and averaged e coo square tool � n tl>r example)( 4.4,4" 1 ',t"+`t.. •15 feel(in this exa rnplo) •°a 40 feet(n ties example) .le'i ► i Added vegetated corridor. 4,,to bye GOO square tee(+enhanced to good condition apA t� t Q{0Ed' 04' I Figure 3.4 Vegetated Corridor Reduction Example 1-'_ �r s� '1 •`'� �� i �ti.` 20%Vetted Corridor Width -- Redutct on(Variable) r/�.' Vii H mac.,4� .' mndfonasm dt ga `O ' • ti� . 4 - ,- �1 „_ Storm and Surface Water Ruh Chapter 3 -- Page 21 EXHIBIT F - CWS Sensitive Area Certification Submitted Under Separate Cover EXHIBIT G - Stormwater Analysis Memo Tigard Winco Hydrology Report April 11,2007 Page 1 SECTION A: PROJECT OVERVIEW The WinCo Foods store at SW 72nd Ave and SW Dartmouth St will be undergoing a building expansion, from 82,942sf to 82,766sf. This drainage report outlines the existing conditions, contributing basins, and storm quality and quantity control proposed for this expansion. All hydraulic calculations were performed in accordance with the most current Clean Water Services' Design and Construction Standards for Sanitary Sewer and Surface Water Management Manual issued in March of 2004. The selected water quality BMPs are "Contech Catchbasin Stormfilter". The catchbasin stormfilter has the capacity to treat a storm with a 4-hour period and a return period of 96-hours. All impervious surfaces will be treated. Treated runoff will outfall to the existing wetlands contained on the west side of the property. SECTION B: DOWNSTREAM ANALYSIS This project converts existing impervious asphalt to impervious building space. This addition will not increase the run-off generated on-site so there will be no impacts to the downstream system. SECTION C: QUANTITY CONTROL ANALYSIS AND DESIGN This project converts existing impervious asphalt to impervious building space. This addition will not increase the run-off generated on-site and the existing stormwater detention facilities will be able to handle the runoff. SECTION D: CONVEYANCE SYSTEM ANALYSIS AND DESIGN There will not be any changes in drainage basins on-site. The area of the building expansion currently drains into catch basins in the parking lot. This drainage will be collected on the roof and discharged into the catch basin that previously collected the stormwater. SECTION E: WATER QUALITY DESIGN Water Quality Flow The water quality facility was designed per Clean Water Services standards to facilitate the treatment of all storm water runoff from the proposed improvements. The facility was designed using a rainfall of 0.36" over a 4-hour period with a return period of 96-hours as outlined in section 3.12 of the Design and Construction Standards for Sanitary Sewer and Surface Water Management issued in March of 2004. Water Quality Facilities Water quality treatment is provided by a "Contech Catchbasin Stormfilter" water quality catchbasin. Contech Stomfilter is an approved water quality treatment-device for Clean Water Services. "Contech Catchbasin Stormfilters" are available in an assortment of sizes, with one cartridge able to process a flow of 0.033 cfs. The total water quality volume and flow was computed as stated below: Water Quality Volume = 0.36(in) x Area(sf) = 0.36(in) x 9,824 sf = 295 cubic feet 12(in/ft) 12(in/ft) Water Quality Flow = (WQV) = 295 cf = 0.02 cfs $ (4hr) x(60 min/hr) x (60 sec/min) 14,400 This water quality event can be treated with one "Stormfilter" cartridge. The "Contech Catchbasin Stormfilter" will be installed per the Contech guidelines. . r CleanWater Services Our commitment is clear. RECEIVED MAY 0 2 2007 April 25, 2007 CITY OF TIGARD PLANNING/ENGINEERING WRG DESIGN 5415 SW Westgate Dr Suite 100 Portland, OR RE: Service Provider Letter CWS ER File 07-000485 Tax map 1 S136CD Tax lot 04300, Tax map 1 S136DC Tax lot 04500 Proposed Activities: Existing commercial building expansion and improvements to existing parking lot. Clean Water Services has received your Sensitive Area Certification for the above referenced site. District staff has reviewed the submitted materials including site conditions and the description of your project. Staff concurs that the above referenced project will not significantly impact the existing Sensitive Areas found near the site. The approximately 9,820 square foot addition to the existing commercial building will occur approximately 350 feet from the identified Sensitive Areas and the replacement of vegetated planter strips will alter less than 10 percent of the existing impervious area within 100 feet of the identified Sensitive Areas (see CWS Approved Attachments). In light of this result, this document will serve as your Service Provider letter as required by Resolution and Order 04-9, Section 3.02.1. All required permits and approvals must be obtained and completed under applicable local, state, and federal law. This letter does NOT eliminate the need to protect Sensitive Areas if they are subsequently identified on your site. If you have any questions, please feel free to call me at (503) 681-3613. Sincerely, —�� L Julie Wirth Environmental Plan Review Cc: Michelle Eccelston, Pacific Habitat Services Attachments (2) 2550 SW Hillsboro Highway• Hillsboro, Oregon 97123 Phone:(503)681-3600•Fax:(503)681-3603 •www.CleanWaterServices.org NOEL: No -evicroacl,,,,t,t ac.-k,a,-ire) u,+�e„— �5 S IpL < A-eh vlhcs occU✓ i/ xK1 t , t f-e-✓1614.s arcas . IV PHOTODOCUMENTATION POINT \ e � _ '',•.`, p I • APPROXIMATE 1? I,"' Y W I .:I1 j WESTERN TAX I .�� )l�' �i�LOT BOUNDARY V� i ° s. 'ilk i AND CENTERLINE 'y OF THE i r YI-I PERENNIAL y DRAINAGE 1 WinKo Foods ._i PetSmart Marquis tt,..K.,::, i��If; z(CONTINUES = S a ,.j� OFF-SITE) -° p POTENTIALLY 1�'�' `�� j f i , :ii is- JURISDICTIONAL ill I S S 7 `t _ C U� G _ b • �,j � —� � I . ��a II I -s -2t"rG 0� 60 WETLAND (CONTINUES OFF-SITE i." � - ; Y ; C =F • +i Clean Approved TO WEST AND _ f r"_ ��.J 1^ ' C — 1 Cnv'�c m GS1 r I Ylur rJ J•NORTHWEST) 1• �� n� \, j w 4II BY—Date a — I a� \ A M3 _ — +�L 0. c Nc lCQ i,,: :,': . 1,44.9---,c; ;1 :411Q, • . .4141,.. ,..:t `'` t°_4, iii 01E41.411° i' — Ut -it L— • 77 .�jr __ _ _ _ k;'\, fie s/.IZ 'V ,I � APPROXIMATE LOCATION OF \�'— � �@ �� ° c �I+1 II, ,4■EXISTING RETAINING WALL - -`_ \ '- ' 9 ,ir .�' Ml ..,6,i- �' {{ 13'�R- _1.. ., 7, 149 ea0 BeAu IN MT • 4020 FIGURE 3/19/07 Existing conditions at the proposed WinCo Foods site in Tgard• Oregon. Base map provided by WRG Design, Inc., 2007. r 2 - Pacific Habitat Services,Inc. 1 X o 6 p00 P s7 Gro Az I,m 61-Ct a 17'cd t.„��. /�+i s C1 1— 4G�t u)r/{..5 %0 OCG u r (h R x/S ' / • loo'OFFSET FROM k \ 3,, 1��\\N'-',.:-v 7,7,..7. A�`i SENSTTiVEAREA C� : Ca t., \� \��\ \� •APPROXIMATE k . ��?, , r _ J \ AREA SF EXISTING 100' IMPERVIOUS BUILDING "fi'i � "All, 1 ' WESTERN TAX ��,` .�� EXPANSION r ��l AREA WITHIN 100'OFFSET LOT BOUNDARY n.h�,,!, 1 '�I AND CENTERLINE 99 \�� — - " "4 1 I�I '."`" ": 3,233 SF PROPOSED OF THE _ I, `o,., n '1 i::§i:• ::iir REDEVELOPMENT PERENNIAL . L q WITHIN 100'OFFSET DRAINAGE ▪ = c , ��' t WinCo Foods PetSmart Marquis 1' 4� ��` -� va 3,233 SF PROPOSED REDEVELOPMENT/ (CONTINUES =_ ,w \`,� i OFF-SITE) �``' �\� � `Spa 1 � 67,653 SF EXISTING IMPERVIOUS!=4.78% ' \�\tom - I REDEVELOPMENT POTENTIALLY L\�.. ` 1-- - ''' lit-'''.1% JURISDICTIONAL - \ , �d _ -t' ° WETLAND \� . s'S � 'q CONTINUES OFF-SITE \ �� !�r • TO WEST AND .., I \ C _ 4.1 G NORTHWEST) \� _ of = To;' / C WS�� = - = ., - 3_. - .fis j s A rice 0 DBDYKf ? B � � �� Approved \ _ e 11 1z.; Clean Water Services -t &$-P z,.,. 3F \\ % �_ 47 I • —„ } By Clean �i Plan ••,�i e,..J �_ - I jII Date Y \ �, \ � = IIJ _SFr_- CC _ 1 5 a z \\ `� - 1 ��R � � �,� r sue-^- *' 4 `_ a � ;� _ ;:_�q iii•APPROXIMATE LOCATION OF -,_ - _ . EXISTING RETAINING WALL ----)C;,..-A.` �'� � .r_ 'I � �, -% 1� .., . :.,,,,7-_ -_ '_-,-,,_.-40&----€.--Iii .,,i,,:,2-cf•-...!to 9CJIJ EN MIT FIGURE si10i07 . Proposed development and 100' offset from the sensitive area at the proposed WinCo Foods site in Tigard, Oregon. Base map provided by WRG Design, Inc., 2007. SPacific Habitat Services,Inc.