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DDR2018-00002 S LG'TVNIOGDW zOOOO - 81Oz1aa NOTICE OF TYPE I DECISION DOWNTOWN DESIGN REVIEW DDR2018-00002 111 MCDONALD'S T I GARD 120 DAYS = April 10, 2019 SECTION I. APPLICATION SUMMARY FILE NAME: MCDONALD'S CASE NO.: Downtown Design Review(DDR) Compliance Letter DDR2018-00002 PROPOSAL: The applicant is proposing modifications to an existing McDonald's restaurant at 12090 SW Main Street.The proposed modifications are to: the roofline,design,and materials of the existing building; drive-thru lane; outdoor seating area; trash enclosure;on-site parking lot; and on-site landscaping. The applicant also proposes to construct a new on-site pedestrian walkway.No changes to the building footprint are proposed. APPLICANT: Freiheit Architecture Attn: Matt Grinnell 929 108th Avenue NE, Suite 120 Bellevue,WA 98004 OWNER: McDonald's Corporation Attn: Doug Bates 2999 Oak Road,Suite 900 Walnut Creek,CA 94597 LOCATION: 12090 SW Main Street;WCTM 2S102AA,Tax Lot 903 ZONING DESIGNATION: MU-CBD: Mixed-Use Central Business Zone.The MU-CBD zone is designed to provide a pedestrian friendly urban village in downtown Tigard.A wide variety of commercial,civic,employment,mixed-use,multifamily and attached single-family residences are permitted. In addition to the standards of this chapter, development within this zone is subject to the standards of Chapter 18.650. SUB-AREA: Scoffins Street - Commercial Street. This sub-area is intended to provide an opportunity for higher density residential as well as an employment base comprised of civic, office and commercial uses in the areas of Commercial Street and Scoffins. Residential-only buildings, office/commercial buildings, and mixed use developments are all permitted. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.650 DDR2018-00002 McDonald's PAGE 1 01'7 SECTION II. DECISION Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the above request.The findings and conclusions on which the decision is based are noted in Section IV. THIS APPROVAL IS VALID FOR 18 MONTHS FROM THE EFFECTIVE DATE OF THIS DECISION. SECTION III. BACKGROUND INFORMATION Site Information: The subject property is located at 12090 SW Main Street(WCTM 2S102AA,Tax Lot 903);at the southeast intersection of SW Main Street and SW Scoffins Street. The 0.43-acre site contains an existing fast food eating and drinking establishment (McDonald's), with associated parking and landscaping. The property is located in the Tigard Downtown Plan District, Mixed Use-Central Business Zone (MU-CBD), and the Highway 99W and Scoffins Street-Commercial Street Sub Area. SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS 18.310 Off-Street Parking and Loading 18.310.040 General Design Standards D. On-site vehicle stacking for uses with drive-through service. 1. All uses providing drive-through services shall provide an on-site stacking lane for inbound vehicles as provided in Table 18.310.1. The applicant proposes to modify the design of the existing drive-thru stacking lane, so it bumps out further to the west. Staff reviewed the applicant's site plan to confirm the existing drive-thru stacking lane will continue to meet the minimum stacking lane length for drive-thru restaurants (200 feet), as outlined in CDC Table 18.310.1. This standard is met. 2. The director may reduce the length of the inbound stacking lane by means of an adjustment to be processed through a Type I procedure, as provided in Section 18.710.050, using approval criteria in 18.790.030.B.5. The applicant has not requested an adjustment to the minimum stacking lane requirement for drive-thru restaurants (200 feet). This standard does not apply. 3. Stacking lanes shall be designed so that they do not interfere with parking and vehicle, pedestrian and bicycle circulation. Stacking lanes for the purpose of selling food shall provide at least 1 clearly marked parking space for every service window for the use of vehicles waiting for an order to be filled. Staff reviewed the applicant's site plan to confirm the drive-thru stacking lane is designed so that it does not interfere with parking and vehicle, pedestrian, and bicycle circulation. The applicant's elevation drawings show there will be two (2) drive-thru service windows. Therefore, the applicant is required to provide two (2) designated parking spaces for customers waiting for an order to be filled. Staff reviewed the applicant's site plan to confirm that two (2) clearly marked parking spaces will be provided for customers waiting for an order to be filled. This standard is met. DDR2018-00002 McDonald's PAGE 2 OF 7 18.310.070 Off-Street Parking Requirements A. Off-street parking requirements. The ratios for providing minimum and maximum vehicle parking spaces are provided in Table 18.310.2. The applicant proposes to modify the on-site parking lot for an existing McDonald's restaurant at 12090 SW Main Street. Specifically, the applicant proposes to remove and replace two (2) Americans with Disabilities Act (ADA) accessible parking spaces, add one (1) standard parking space, and add two (2) parking spaces that will be utilized by drive-thru customers waiting for an order to be filled. The 3,164-square-foot restaurant is considered a fast food eating and drinking establishment,which has a minimum off-street parking requirement of 7.0 parking spaces for every 1,000 square feet of floor area (CDC Table 18.310.2).Additionally,because the property is located in the Tigard Downtown Plan District, the minimum off-street parking requirement is only 75 percent of the total computed from CDC Table 18.310.2.Therefore,the total minimum off-street parking requirement for this development is 16 parking spaces. Currently, the on-site parking lot only contains eight (8) parking spaces; therefore, this development is considered existing nonconforming. The applicant's proposed modifications to the on-site parking lot will result in a new total of 11 parking spaces.Although this is still below the 16 parking spaces required, staff finds this modification is approvable, as it will result in a net increase of three (3) parking spaces, and will accordingly decrease the development's nonconformity (CDC 18.50.040.C.1.a).These standards are met. 18.320 Landscaping and Screening 18.320.050 Buffering and Screening D. Screening: special provisions 4. Screening of refuse containers. Except for single-family and duplex dwellings, any refuse container or refuse collection area that would be visible from a public street, parking lot, residential or commercial area, or any public facility such as a school or park shall be screened or enclosed from view by placement of a solid wood fence, masonry wall or evergreen hedge. All refuse shall be contained within the screened area. The applicant proposes to remove and replace an existing trash enclosure. The new trash enclosure will be located in the southwest portion of the site. Staff reviewed the applicant's submitted detail drawings to confirm the new refuse collection area will be enclosed from view by placement of a masonry wall. Additionally, the applicant submitted documentation of approval from the franchised hauler, Pride Disposal, for the new location. These standards are met. 18.650 Tigard Downtown Plan District 18.650.020 Applicability C. Design standards applicability. 2. Expansion, modification and site improvements to existing development: An addition, expansion, enlargement, modification, or site improvements associated with such lawfully preexisting uses and structures shall be allowed, provided the application for such proposed development moves toward compliance with the applicable development standards. Only those downtown building and site design standards applicable to the proposed expansion, modification or site improvements to the existing development shall be applicable. DDR2018-00002 McDonald's PAGE 3 OF 7 The applicant is proposing modifications to an existing McDonald's restaurant at 12090 SW Main Street. The proposed modifications are to: the roofline, design,and materials of the existing building;drive-thru lane; outdoor seating area; trash enclosure; on-site parking lot; and on-site landscaping. The applicant also proposes to construct a new on-site pedestrian walkway. No changes to the building footprint are proposed.Because the applicant is proposing modifications to an existing development,only the building and site development and design standards that specifically apply to this project are addressed below. 18.650.050 Building and Site Development Standards B. Development standards. Development standards apply to all new development in the MU- CBD zone, including developments using the Track 3 approval process. Variances or adjustments may be granted as provided in Chapter 18.790,Variances and Adjustments. 1. Development standards are provided in Table 18.650.1 and Map 18.650.A. The property is located in the Scoffins Street - Commercial Street Sub Area. The applicant is proposing modifications to an existing development, and will not be constructing a new freestanding building; therefore,the development standards outlined in CDC Table 18.650.1 do not apply(CDC Table 18.650.1, Footnote 1). This standard is met. 2. Parking location. a. Parking is allowed on the side or rear of newly constructed buildings.If located on the side, the parking area shall not exceed 50 percent of the total frontage of the site. b. Parking is set back a minimum of 10 feet from the front property line. c. When abutting a public street,parking areas shall be behind a landscaped area constructed to an L-1 standard,as defined in Chapter 18.320,Landscaping and Screening. d. Where a parking lot shares a property line with an adjacent parking lot, the landscape requirement along the shared property line is not required. The applicant proposes to remove and replace two (2) ADA accessible parking spaces, add one (1) standard parking space, and add two (2) parking spaces that will be utilized by drive-thru customers waiting for an order to be filled. The two (2) new ADA accessible parking spaces and one (1) standard parking space will be located near the side of the existing restaurant, directly adjacent to the remodeled outdoor seating area. The two (2) new parking spaces for drive-thru customers will be located at the rear of the restaurant. These new parking spaces will be located at least 40 feet from the front property line, and will not abut a public street or public sidewalk;accordingly the L-1 parking lot screen is not required for these new parking spaces. These standards are met. 18.650.070 Building and Site Design Standards A. Create vibrant ground floors,streetscapes and rights-of-way;provide weather protection;and promote safety and security. Intent. Design standards in this section are intended to foster vibrant, inviting streetscapes and sidewalk-facing ground floors and entryways.They are also intended to create buildings that are easily accessible to and provide protection from the elements for pedestrians. They also will help ensure that the ground floor promotes a sense of interaction between activities in the building and activities in the public realm. Building and site design should also address crime prevention through defensible spaces lighting, and features that allow observation and "eyes on the street." 2. Primary entry. a. For commercial/mixed use buildings: i. At least 1 entry door is required for each business with a ground floor DDR2018-00002 McDonald's PAGE 4 OF 7 frontage. ii. Each entrance shall be covered, recessed, or treated with a permanent architectural feature in such a way that weather protection is provided. iii. All primary ground-floor common entries shall be oriented to the street or a public space directly facing the street, not to the interior or to a parking lot. The existing building is located approximately 20 feet away from the nearest public sidewalk, with the primary entries located on the northern building facade. The applicant is not proposing to modify the location of the existing building. The applicant's elevation drawings show two entry doors on the northern building facade, and one entry door on the southern building facade. Each entrance will be covered with a permanent architectural feature for weather protection, such as a canopy or trellis. The primary entries on the northern building facade are oriented to the public street.These standards are met. 3. Windows. a. Ground floor windows for nonresidential and mixed use buildings: i. 60 percent minimum ground floor window coverage for street-facing wall (minimum window coverage includes any glazed portions of doors). The applicant proposes to modify windows on the existing building's two street-facing facades: the northern facade (which faces SW Main Street),and the western facade (which faces SW Scoffins Street). Currently, the total ground floor window coverage on the northern and western facades is below the minimum standard outlined above.The applicant's proposed modifications will result in a net increase in ground floor window coverage, but will continue to be below the minimum 60 percent required. However,staff finds this proposal is still approvable,as the net increase in window coverage demonstrates the applicant is moving toward compliance with the minimum standard (CDC 18.650.020.C.2). This standard is met. ii. Ground floor window transparency. All buildings with nonresidential ground floor windows shall have a visible transmittance (VT) of 0.6 or higher, with the exception of medical and dental offices, which may have tinted windows. The applicant states the transparency of the new windows will match that of the existing windows. Staff reviewed photographs of the existing building and conducted a site visit to confirm the new windows will meet the window transparency standard outlined above. This standard is met. d. Window shadowing for all buildings: Windows shall be designed to provide shadowing.This can be accomplished by recessing windows 3 inches into the façade and/or incorporating trim of a contrasting material or color. The applicant's narrative states that window shadowing will be provided by recessing windows three (3) inches into the facade and/or incorporating trim of a contrasting material or color. This standard is met. 4. Weather protection. For nonresidential and mixed use buildings: a. A projecting façade element (awning, canopy, arcade, or marquee) is required on the street-facing facade of the street with the highest functional classification. b. Awnings/marquees/canopies shall project a minimum of 3 feet from the DDR2018-00002 McDonald's PAGE 5 OF 7 façade and may project a maximum of 6 feet into the public right-of-way or the minimum sidewalk width along the building frontage, whichever is less. Any element that projects into the right-of-way is subject to approval by the city engineer. c. Marquees shall have a minimum 10-foot clearance from the bottom of the marquee to the sidewalk. Awnings and canopies shall have a minimum 8-foot clearance from the bottom of the awning or canopy to the sidewalk. d. Awnings shall match the width of storefronts or window openings. e. Internally lit awnings are not permitted. f. Awnings shall be made of glass, metal, or exterior grade fabric (or a combination of these materials). The existing building has two street-facing facades: the northern facade (which faces SW Main Street), and the western facade (which faces SW Scoffms Street). The applicant proposes to install awnings that will project approximately four (4) feet from the building facades. The building is located approximately 20 feet from the nearest property line, and does not directly abut a public right-of-way or sidewalk. The applicant's elevation drawings show the awnings will be made of aluminum, and will match the width of the proposed storefronts and window openings. The awnings will have accent lighting, but will not be internally lit. These standards are met. C. Integrated building façade standards. Intent. Build upon and improve downtown Tigard's architecture by creating an attractive and unified building façade that encourages ground floor activities, and creates visually interesting façades and roofs. 3. Roof forms. a. The roof form of a building shall follow one (or a combination)of the following forms: i. Flat roof with parapet or cornice; ii. Hip roof; iii. Gabled roof; iv. Full mansard roof; v. Dormers; vi. Shed roof. b. All sloped roofs (other than full mansard roofs) exposed to view from adjacent public or private streets and properties shall have a minimum 5/12 pitch. c. Sloped roofs, shall have eaves, exclusive of rain gutters, that shall project from the building wall at least 12 inches. d. All flat roofs or those with a pitch of less than 5/12 shall be architecturally treated or articulated with a parapet wall that shall project vertically above the roof line at least 12 inches or a cornice that shall project from the building face at least 6 inches. e. When an addition to an existing structure or a new structure is proposed in an existing development, the roof forms for the new structures shall have similar slope and be constructed of the same materials as the existing roof. f. Green roof features or rooftop gardens are encouraged. As part of the development permit, applicant shall execute a covenant ensuring the maintenance of any green roof. The covenant shall be approved by the director. The applicant proposes to modify the roofline of the existing building. The new roof will be flat, and treated with a parapet wall that projects vertically above the roof line by at least 12 inches.These standards DDR2018-00002 McDonald's PAGE 6 OF 7 are met. E. Assure building quality,permanence and durability. Intent. Use building materials that evoke a sense of permanence and are compatible with Downtown Tigard and the surrounding built and natural environment. 1. Building materials. a. The following exterior building materials or finishes are prohibited: i. Vinyl siding; ii. T-111 or similar sheet materials; iii. Plain concrete block (not including split faced, colored, or other block designs that mimic stone,brick,or other masonry);foundation material may be skim-coated concrete block where the foundation material is not revealed for more than 2 feet; iv. Mirrored glass. The applicant is not proposing to utilize any of the prohibited building materials outlined above. This standard is met. SECTION V. PROCEDURE AND APPEAL INFORMATION Notice: Notice was provided to: X The applicant and owner Final Decision: A Downtown Design Review Compliance Letter is a Type I procedure. As such, the Director's decision is final for purposes of appeal on the date it is mailed or otherwise provided to the applicant,whichever occurs first. The Director's decision is not appealable locally, and is the final decision of the City. THIS DECISION IS FINAL ON DECEMBER 11, 2018, AND BECOMES EFFECTIVE ON DECEMBER 12, 2018. Questions: If you have any questions, please contact Lina Smith at (503) 718-2438 or LinaCS@tigard-or.gov. L "`-- f December 11, 2018 APPROVED BY: Lina Smith DDR2018-00002 McDonald's PAGE 7 OF 7 °1-d °-0 I�1 r) MSI EN4 z RECEIVED PP!. City of Tigard AUG 2 7 Z018 COMMUNITY DEVELOPMENT DEPARTMENT CITY OF TIGARD NNI G/ENGINEERING Downtown Design Review Compliance Letter P_t je� Application ARALw,:• M► ;. �- F., .. .,�.r.•..'�."�e,'s..`wt�"w'v'r�,'k?iii:,'.el'.-uil4em�''n•�l-'.`� �: " .o.:'."�.Y...:.96�Q.�iC ...ul. _ �s PROPOSAL SUMMARY (Brief description) REQUIRED SUBMITTAL CUT BACK MANSARD ROOF AND MODIFY INTO PARAPETS,NEW ELEMENTS PAINT,SIDING,ACCENT WALLS,REPLACE DRIVE THRU MENU Re()wner's signature/written authorization BOARDS&NEW WALL SIGNS,NEW DECOR AND FINISHES,ADA R'Title transfer instrument or deed UPGRADES TO THE SITE AND INTERIOR SPACES. [Site plan(2 plans drawn to scale 24"x36"and 1 reduced to 8'/2"x 11") Property address/location(s): 12090 SW MAIN ST,TIGARD,OR ,� NI Applicant's statement/narrative 97223 (2 copies)address criteria in Tax map and tax lot#(s): PARCEL ID 2S 102AA00903 TAX R460183 1 Filing ng fee Site size: .43 ACRE FOR S'J 1.11 t Si_ ONLY APPLICANT* Case No.(s): DpQ-?.o 18-Q0cO2. FREIHEIT ARCHITECTURE-MATT GRINNELL Relate Case No.(s): Name*: g` Address: 929 108TH AVE NE STE 210 Application fee: `'T 1�TJ Application accepted: City/state: BELLEVUE/WA Zip: 98004 By: t(1.•- Date: 115Date: 1 Primary contact: MATT GRINNELL Application determined complete: Contact phone number: 425-827-2100 f 1 - By: Date: Email: MGRINNELL ciFREIHEITARCH.COM i'\Ccammuniry oevriopment\Land Use Applications\02 Forms and Templates\Lind Use Appbcatums Are 12/14/2017 Property Owner/Deed Holders}+(Attach i„t if more thin one) When the owner and the applicant are Name: different people,the applicant must be Address: the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. City/state: Zip: The owner(s)must sign this application in Primary contact: the space provided or submit a written authorization with this application. Phone number: Email: ,/ MATT GRINNELL-FREIHEIT ARCHITECTURE 4/19/2018 + si a tr Print name Date • Owner's signature • Print name Date City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 1 of 1 . , . . . , . . , , , , ZIIi RECEIVEDI ` i � I ,I , L , r a itdrlw�� AUG•4 7ZOiB. tr , , I , hII l r I 4i.Il� i • ' i I .''i CITY OF"TIGARr , 1... x' PLANNING/ENGINEER NG - r , 41 I t1i 'r.... .....,,,...,.„,,,..,•,,,...„...„,,,,,,,,,,„*„.„,,„, I •'I ' ' 'f--- - - . '' ' -1 ' ''. ; d� ' t ,71 I• i ,... 'ubt!EAI •tela Ore.9770 Od�[ _ LN14 J TA = r a�. { f Title Imam:i� C • WARRANTY DEED—STATUTORY FORM CORPORATE GRANTOR 111_' . PAY...LESS .DRUG, STORES NORTHWEST INC . .. 'a corporation � duly organized and existing under the laws of the State of..- Maryland Grantor, conveys and , warrants to MC DONALDS CORPORATION,_.a..Delawar.e...C.orp.orat ion Grantee, the following described real property free of encumbrances except as specifically set forth herein situated in Washington County,Oregon,to-wit: . . ! li I LEGAL DESCRIPTION ATTACHED1 , , Ij • I, £ COU1TV DOC v1EPdiARY= 1 II i n ,OREGON } i I ur.TA?�• -- i ;` 4y 14O.a0 c FEBFF814'70 Z „ IO(9 a The said property is free from all encumbrances except Statutory powers of Unified Sewerage Agency. Conditions, restrictions and N\ reservations of record. Reciprocal Easement agreement of record. Plus \') "Exhibit A" attached. `, j The true consideration for this conveyance is$ 140,000.00(Here comply with the requirements of ORS 93.030) • ;I � Done by order of the grantor's board of directors with its corporate seal affixed on )tharw�, i t) ,197b .• I� • tiRUG STORES NORTHWEST INC. I II (CORPORATE SEAL) � r//1►.�I+�� Ali,- Ptaa,, 9n1.1' .�- 1 Lc r dent E i 1 II STATE OF.OREGON,County of w� Oil') .ser �� lQ^� • �•a , V� ! Personally appeared �' �' and I who,each being first duly sworn,�'d sa jt�hat�th�former is the. ��� ' president n�d that thr latter is the P srw/sy of "�^" -,2„ s tV\JJs4+l? t �Mk , a corporation,and that the seal • vv affixed to the foregoing rnstruf lint is the corporate seal of said corporateand that ss,d instrumentwas signed '. il and sealed in behalf of said corporation by authority of it board of directors: nd en of them acknowledged j�' '.;.,,:...-�« I said instrument to be its voluntary act and deed. r,\l\l/V�i�/,1[I II %OFFICIAL SEAL) t3efore me. � 1—_' QQ Notary Public for Oregon;My commission expires 1-`1-1. I; WARRANTY DEED ' 1 Pay Less Drug Stores STATE OF OREGON ;� S.S.RANTOR • it McDonald Corporation ("riftATE{I County of .. Il I certify that the within instru- , GRANTEE'A ADLRESB.y,P rnent was received for record on the il • )! After retarding return te: day of .. ....,19 , fl' y� McDonald Corporation�ion.,_.. SPACE RES[RVFD at o'clock M.,and recorded ' 2750 N. Southway. ___ .OR in book on page . or as Bellevue, Washington 98004 RECORDER$USE file/reel number , I'. Record of Deeds of said County. :t tt 'SANE AOGRCAS .'IP Witness my hand and seal of } I ! County affixed. j ' j 'IUsntl!aeMnngIEnouserwdi,yaleidrodnroesMI I !{ h I I, same Recording Officer 's' i I I By Deputy' i, . 1 NAME,ADC`RE96 z,n L ...r I J III ' jw0(, SCHEDULE A' Amount = Vale Al 8.00 A.M. { 1 i N C Premium►; 1 •.,t 1NSUIREU VV 1 The estate or interest referred to herein is,at the dale hereof,vested in M 1 The land referred to in this policy is described as Those portions of Parcels II and IV, PAYLESS SHOPPING CENTER, as shown on Plat recorded December 7, 1976 in 'Book 37, Page 46, Plat Records of Washington County, Oregon, more particularly described , ' i as follows: Commencing at the most Northerly corner of said Parcel II, said point being located on the Southeasterly right of way line of.S. W. Main Street, as shown on said Plat of PAYLESS SHOPPING CENTER: thence Southwesterly, following_ said right of way line, 21.28 feet, along the arc of a 150.00 foot radius curve concave to the Northwest (long chord bears South 810 00' 24" West, 21.26 feet), to a point of reverse curve; thence continuing Southwesterly , 55.68 feet, along the arc of a 380.23 foot radius curve concave to the Southeast (long; chord bears South 80` 53' 14" West, 55.63 feet), to the true point of beginning of the property herein ,. described; thence leaving said right of way line of S.W. Main Street, South 14" 36' 10" Last, 106.97 feet; thence South 44 31' 30" West, 114.00 feet, to a point on the Southwesterly line of said Parcel II' thence North gas' 16' 18" West, 148.62 feet, to the most Westerly corner of said Parcel IV; thence Northeasterly, along the Northwesterly line of said Parcels IV and II, to the true point of beginning. Together with those certain reciprocal easement rights set forth F, in that certain instrument entitled "�)eclaration of Establishment , of Protective Covenants and Hescrictions and Grants of Easements" i''' executed by Pay Less Drug Stores, Northwest Inc. , et al, recorded December 16, 1976, Look 1132, Page 456, Records of Washington County Oregon, and amended November 30, 1977, dock 1220, Page 696, and in that certain agreement recorded December 16, 1976, crook 1132, Page 485 and amended by instrument recorded November 30, 1977 Book 1220, " Page 712 Records of said Washington County, Oregon. r .. PAO(a Or POLICY N .J34-A-81816 3 y L ‘ , L a 'I Id - I 4. J F� 1 •_) � �Fu r11.1';''''',q411.1'41,- w ti• r,�r��f S � I retQ '1 w.g P rt 9, err{ CkYh h 5 'h K t S '11,0%,,,,,'41,.--;, ge{fh S 141 d 0fhi+:tr'`,1,t`'{''r {� , .. i. _ - I V.J .. "),< ^,F4,1,41,at"„r� h,`,f�,e-7,,f', -,_.i ,, i�`ar' F.?.2..f to�.i t;a I, - ,,.i )CVM "EXHIBIT A" ' , i. .,. ' Seller covenants and agrees that no changes or alterations to the common areas located within 200 feet of the subject premises will 1 be approved or allowed by Seller without the Purchaser's prior written I ' '' .” approval,: which approval shall not be unreasonably withheld or delayed, , .. .,. . Seller, also, covenants and agrees that Seller will not enter into or allow the aforesaid declaration of easements to be modified or • I altered in any respect without first obtaining the Purchaser's prior. written approval, which approval shall not be unreasonably withheld 1 . of delayed. d li ro 4 I. • d 1 PROJECT DATA ADA SITE PLAN KEYNOTES GENERAL NOTES 1 in SITE AREA: 0'48 ACRE C----) PROVIDE 36'MIN WIDE ACCESSIBLE(ROHR TO PUBLIC 519e014L C REMOVE EXISTING L PROPOSED UTILITIES ARE SAWN IN SOE)NTIC ONLY.EXACT EX1snNG PARKING: a STALLS ASPHALT PAVING,CONCRETE 5490MALK,a4031415,/L M/SCCAPIN6 AB NECESSARY. LOCATIONS NS SHALL INSTALLATION TE INED TO ALLOY FOR THE MOST INSTALL NSM EFOOM-FINISH,SLIP- SISTAM CONCRETE C*055 VLY,SIDEMALKS,1 PARKING REWIRED, I PER 230 50.FT.DINT&AREA CLA18 RAMPS AS 544444 0PROVIDE 5%MAX SLOPE IN DIRECTION OF TRAVEL I I5%MAX 1541 SO.FT.OINN6 AREA•1 STALLS GROSS'SLOPE AT CR05514ALK COORDINATE REGLIIR@BNT5 NTH AD-0S. 2. TIE CI74TRACTT SWILL L�/DINATE WITH ALL UTILITY COMPANIES GOORDINATZ CI11R0 RMP RE2ARI-10(19 PITH ). TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING PARKING PROVIDED II STALLS CAD-02) REMEDIATION OCCLR9 IN(AD-01) UTILITY.REFER TO TIE DUILDDNG ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS,SIZES.AND (f+9-05) REMOVE EXISTING ASPHALT PAVING I CONCRETE CLIRBIN6/SIDBYALKS FOR INSTALLATION CIKXITrms ACCESSIBLE REGUIRIO: 2 STALLS(BASED ON II PROVIDED( OF NOM AS 541.744.RSTRIPE 0,0011 S BARRIER-FREE ACCESSELE STALLS(TYP.Cr 2)A6 ACCESSIBLE PROVIDE: 2 STALLS `ORAL 44TH ACCESS AISLE WOMEN.419TH OF STALLS MV ACCESS AISLES TO BE O, FINISH WALK AND CORY ELEVATIONS Swk.l.IE 6'*ROVE FINISH MEASURED FROM CENTER OF 51RIPTN6.ENSURE ALL SLOPES AT 4494 PARKING STALLS AND PAVEMENT. ACCESS AISLES DO NOT EXCEED 13%IN ALL DIRECTIONS;REMADE PAI0C1415 LOT MC 20141)45: MI-GOD SEALCOAT AS KCEUSARY.PROVIDE APPROPRIATE(WADED NON-ABRUPT TRANSITION TO 1 CITY Y O IF TI G A R D011L.DIM6 AREA 3)64 SQ FT. AOJAGDOM,T PARKING STALLS. PANT ACCESSIBLE SYMBOL AT STALLS PER 41501.DOM ACCESSIBLE PARKIN6 STALL 51616 ARE VOJNTED AT EACH STALL PITH BOTTOM OF EiT p p roved b P I a n n i n g OCCLPMGY� A-2 Vivito)) E LOYEaA SIGN N MN ABOVE ADJAC PARKINS SURFACE(EYP.OP PER DETAIL 6/901.INSTALL NB"{HT/AN AGGC551BLE'51641 TO TO BE LOCATED AT STALL 17TH PA56@Nfi9R SIDE ADJAGEIT TO 16'MN OWE ACCESS ASCE TYPE OF CONSTRUCTION, V-0(tw51146) R0SNE 05151 446 CURB RAMP 1 CONCRETE SIDE4ALK5 1 PROVIDE MN SUP RESISTANT, ll 1 S CONCRETE IN-i11E CORE RAMP AS 54 144!PER DETAIL 4/SDI.5[IPE IN DIRECTION OF Date: ^.. A=2/ LJ TRAVEL TO BE 0%MAX PITH 1'3%MAX CROSS SLOPE PROVIDE 5'-0'PIN DEEP X RLL RAMP O MTN TOP 4 BOTTOM LMVIP6S PITH IE..MAX SLOPE IN ALL DIRECTIONS.ENSURE TOP AIV s �-y tir` BOTTOM ntW51TION5 ARE RUSH PITH I/4'MAX COME IN LEVEL OR V2'PITH EEVE- a L 1 L i a l S. S Q PROVIDE 5%MAX GUTTER PAN SLOPE. i C ,C; ) REMOVE 0X1$116 SIM/WALK 64K 4 LASVSGMN$TO EXTENT EOM S IIETALL 1104 CCONL.TL 540816LK PITH A SUP RESISTANT BROC 4 FIN5H.PROVIDE MAX 3I SLOPE IN DIRECTION OF TRAVEL!(SII MAX CROSS SLOPE.PROVIDE 5'X3'LIMVISS PITT MAX 15/1 SLOPE IN ALL 0 DIRECTIONS AT EACH DOOR 4 CHANGE OF DIRECTION ENSURE TERE 15 HO CH64*50 OF LEVEL ORTHRESHOLD 6REATBR TWA V4"OR VT PITH EEVEL SBL DETAILS 6/50!IV501.REMOVE m l RLTLACE CONCRETE CURBS ALON6 AREA OF MM WORK FLOAT ASPHALT AT AREAS OF PARKIN&LOT ADJACENT TO NEM CARES AS IA005SARY TO MAINTAIN TYTICJL 6'MAX CURB. n S EXf PROVIDE APPROPRIATE(WADED NOIFAERUPT TRANSITION TO 51T16 ASPYLT PARKIN, Q ,______ LOT. EXTENT SHOW IS ASSLN-W MN NOW FOR ACCGESSIBIUTY CONPUANCE.6G TO VERIFY' PITH 0)0511146 COIVIT'JN4!COf1RM EXTENT OF WORK NTN MCDONALD'S C NSTR6CTION _ W MANASEL IY tAD )SEE FLOOR PLAIT SITE PLAN KEYNOTES REM5DIATIoN OCCURS INc- ) (� (gyp) RELOCATE Poiret:,PLI1R5 TO NNEW LOCATION SH00%VERIFY LOCTION PITH �© T {I U ( ) REMOVE LTExISTINS,LOCA 1 INSTALL 0)IOM DIOC AT MXI BOARD AS SOM.SEE OCTAL TINS 3 COISTAUCTION MNMA6E.DO ANE POTS DO NOT RB,'RUE ACC•1551ELE /'�'4`� ZY FOR EXACT LOCATIONS AND IO/DT1.1.LOCATE 015011 6 UTILITIES PRIOR TO EXLAVATM6 E PIDTH TO L!•5S THAN',!6'. DOM POTTED PLANTS ARE CN.EAR OP IOM ERR(' �W S�RAPIN S ''.Z:.� ,�1� P00T1M65. () MEDIATION OGGURS TN I 1 (...r-2) REMOVE 0X15116 005TOPE R ORDER DISPLAY 4 INSTALL N CUSTOFE R ORDER CANOPY AS / ....' O �> SNOYN PER DETAIL 6/9112.SEE PETAL 2/17!10 POR EXACT LIGATIONS.LOCATE EASTIN6 ( RR�IATION OCGPLS IN MUMS PRIOR TO EXGAVAI1N6 FOC/MOS. (AD-NI) TNR)(7 )sem FLOOR PLM( --- E. ‘7'..z.2.1 C•% •-s (SP-05) INSTALL NEVI VE CLE DETECTOR LOOPS AT NEN ORDER POINTS PER 2/DT1.0.(OPTIONAL ® Rer•epiATI011 OGGLRS IN(55 ) - o r = R•2'-0' AT DRIVE TNR!)isoo I PATCH 4 REPAIR GO CRETE PAD AT DRIVE-TNN!AS NECESSARY. PAVING SPECIFICATION - I a, - SEE 19/911.1 4 20 911.1, (. REMEDIATION MORS IN(6) 0.00.9.31 TOTAL COMPACTED ASPHALT THICKNESS) /0, :L..:31, [=.LLQ ' E=.11D (5P-04) 10405E EXISTA&I INSTALL MN 6AT84AY 51644 PACKAGE AS 5NO 4&COORDINATE .V •,_ F',1'.`1� MITOM SiTELOCABNTR/TION PIWGTME*DONALD'S I2•'OR MATE INFO LCONSTRUCTION MANASEROCATE I)mEDOPE�R61tO1/V runesVlSolU PRIORO �� .7:.•.:-.i"..j .� PRIOR TO EXCAVATION11 • O 4.y•.) i •P-) REMOVE E)051N6 4 INSTALL NIBM PRE-5ROHFE F@A)BOARD PER PETAL 12/9111.VERJFYUNI /� oimier----10, �"-'�) :WA- ,.,.._, Ifilli1/4t, / LOCATION 11Th PMO 1.a D5 CONST1UGTON MANAGER!DETAIL 2/971.0. _I %.„,‘-'-r._-;1_-,,,-.110111071 .- �E TEST M//OI� A COM NAME A OEs PIWEEEMM;T,PER MOVE ' .,N-4'.i ($P-06) SERV(INSTALL 5P05GNh see DE IFPNR®1 1 4/A.ON THE DRIVE-CU COD.1 NV ENCILSDRIVE-TIMAREMcDOV ITS EICDAIR TESTS N ES NC AT RIGHT ID OPOD[ DLCST M:I A CCRIPXTARI '�- ® •'� �_ 1 _c1 •,.a. SERVICE AMOK SBL DETAILS(SDI 1 4/A4.4.mow EBL,CUPBOARD Alm PENCILS ARE TO OOERVIf[.cc WEL E CHARM. - b,'' b BE PROVIDED At EACH DRIVE-THI�1 MOCK '(iF�/ N.;Z1-) .�_ ,' •. � '�;a� - (9,01) PATO N AND REPAIR novo LNmSCAPE A5 IECE55ARY TO ACCOMMODATE DEMOUTICN LOT LIGHTING RECOMMENDATION W • NV MI TO SIGN LEGENDPIMIT1N65DO HOf INIEI BMr �TNL51(15. EEXISTN6 ADJACENT.ECIl1lE If .. (�(. ':, :► EXISTING McDONALD'S '4.�,') 1. _.''(i4� b / ( ) DE$16NATED RLL FORMA RD PARKIN,STALLS 45k5NA6E PER McDONALDS STANVARDS. MAIM �TING ff LOT LwN JWO IMP IC VIM DURING THIS NAK VERIFY WIN � TO/srRucTlt>Mj1 RESTAURANT 1 ilp. R.2'-o' STALLss To f5c(2)GoRELOCATE Davit*yATS rTRAP YMI ELLor>TIONS 5Ho44k E•ROTEGT FROM DAM41bE.RE$TRIR OCIATOBR ORDER CAY(INEW �°%) 3,164 SF rte:.%d ,..•..>L•�1 I "'...e (-) RE'O5E E105TN6 A5PIALT PANT&''SIR INSTALLATION OF IEIM GONGRETE PAD ATELF>7 ./ 1 ACCESSIBLE PARKIN6 STALLS,ACCESS AISLES!CROSSMALK COORDRLATE VITHIi,Fes) .'\ � �.. (lAD�FOR Rlx,mer;°.CORS.mum RUSH TRANSITION ro Arlimarr A3PVLT. INSTN.L GONG11tT1_`1'i�SrOPS AT 1.0011 LOINSSF49114.33%PETAL 12/501. ©F, .j�. = O',,� (SP-II) PATCH NV RTMR Ex:ETRE ASPHALT PAVING FOR INSTALLATION OF TOM CONSTRUCTION ..-• ;, = `,J 8 j �� SEAL COAT ALL ASP1ALT WITH IOM ASPALTIG LATER STRIPE PARKINS STALLS Mm • w..i .4. 3 4V--"1- , ` A c r-) 5YN®OL5 A5•1GML.PAINTS TO BE TRAFFIC,MITE(2 COATS)AT PARKIN&AM TTRAFPIG O MMILE ORDER PIMP STALLS SI(N(I G05nN6) s J b S 7� \ , � NF's)' ,, YELLOW(2 COATS)AT DRIVE-TIM.$PETAL(SDI,21591,!31591. _ ,III! p . lotr,\ a^•a441 ►�-:ak), I r:l'�♦ (: ' (5p-12) REMOVE EXISTS*GUARDRAIL FOR INSTALL OF 4104 G01lriTRUGTIOIN RFJN5TN1 POR PARKING INFORMATION D. 3 .R \ ~ 111•wi-.• •I1GN.,�_ '��t�1- DETAIL IO/5DI.Vf IFY 81315E PITH 14e ONAIDS C018TRJC.110N M14416 N INSTALL PER f Q .'.1 \ Via'3i; •cl _21_111.______- <a '��- 1 ��{,y McDONALD'5 SPECIFICATIONS.RNSN PER BEVATIONri.E S RE 54'DBA MN PROVIDED TOTAL ixr t SI'-0'x tE'-0'SPMES G YO' B• VI Z --- . -"'•• / V 2 AIA D'-O'X 20.-0'SPAM B 9P g '1 S V'N' \I's �a :�5� AT DOOR SPACES } �'4\ Yom •,'f _•11: ( j'} APPROXIMAR UNE OF 481 CONCRETE PORK TO MINS GONLRETE TO Ra4NN D £ y b \ \•_ �� .� 416714k, �' R.2._0. '2 (5P-14) APPROXIMATE UNE Cr CONCRETE PAD TO ASPHALT TRANSITION 11 6 9'-0'X25'-0'SPANS G 90' '3;�a g til /!� 2 9'0'x IE'0'PULL TORNADO SPACES G 90' Z y .3^S S S+ \ '4{?\ ti,% b1 4> .ve (SP-IS) Ela9TN6 ROAD 51644 TO REMAIN P 41444.T PROM DA 440. - •0 „E 45, F Yr�.� • 5 Cli514 ( ) PJOSTN6 DIRECTIONAL SIGH TO REMAIN PROTECT PRpM DAF4A4E. sc°/ .. /T6 -I'z mi _"p,.. 44 (5P-l) NOT USED. c. I. ) (� {11.51b11 /mss \ d? r -',i -'`'`' ! • (SP-15) E)5114 6 LOT L16MTIN6 TO REMAIN QI �� _ 141i1"Sp ..,(-1.5,0 si p� 1 LIT' ORMATION O `B is \ �q�i}• v, • C 5P-N)EXKTNG BOLLARDS,PROTECT FRNONI DAMIGE flNSH PER EEVAT10N5. \ \ Q�, ��i� 'ca. i (SP-2o) 0)05TIN6 SAS METER 155ENELY TO 184MµPROTECT FROM DAFmA4E SIZE TYPE LOCATION .31111:11 E�� w� (Se-2I) Apr USED. SANITARY SEVER EXISTING • 5 w \ • \/ .\ �' �a�• (Se-22) 0X,5116 CATCH BASIN TO REMAIN WATER EXISTING LL C gB `o 1't ''„,I �y 5F 23 NOr USED. 1 \ r=c). 7, ger IS STORM SEVER EXISTING .•�. �/ vier (54-24) 01051 6 TRANSFORMER 70 REMAIN;PROTECT FROM DAMA4E . ELECTRIC EXISTING „d,E J i b-• �� (5P-25) NOT V5m. SG k g 5 S �\ /► (5P 2b) Remove E)QSTH6 EX'THRIOR sEAnN6,BLOCK NULL EXI5TIN6 LANOSGAPIN6!GONGRETE GAs EXISTING - - PATIOS I DABS TO ALCOMNODATE MN CONSTRUGTIOI RETAIL NEM CONCRETE PATIO I SURVEY INFORMATION o r m w`U / CORRINS AS 544044.PATCH/RAI EX15TN,LANDSCAPE AS NECESSARY.INSTALL TEN m O \ EXTERIOR SEAMS PACKA60 BYROR Y OTHAT PROVIDES 5%MN ACCESSIBLE SEATS.LOCATE c° N .J , ry yy77 ACCESSIBLE SEATS ON ME MN E ALGE551ELE ROUTE I MARK PITH INTERNATIONALs w C/. 5YMBOL S OF AGGS4BWTY.PROVIDE 30'PI _ PE X 19'9P X 2T APR MN KNE:SPACE 4 30' ?� o i _ DEEP X 46'DMN CLEAR FLOOR SPACE AT EACHACGE5SOL0 SEAT.81511E 34'AFF MAX TABLE MONT.DISPERSE ACCESSEL.E SEATS AMOK,VARIOUS TABLE TYPES!SIZES.ENSURE LEGEND MAX IS%SLOPE IN ALL DIRECTIONS AT PATO SEATN6 AREA (SP-2T) Remove 0X15146 TRA 44 CORRAL PITH ASSOCIATED CATCH BA944 A' LALT,L IVSGMIN6, EXISTING CONCRETE CURBING TO REMNW REPAIR GO 40107!04485,4 CONCRETE DRIVE Tung)PAD A6 NECESSARY TO ACCOMMODATE NEM WORK PAVING I011046 Tit016Hd11 DRIVE 1411 LAM AS M94 PIR McDONALDS NSI CONCRETE CURERS SPEcIFICATOhS.%Are TO DRAIN A9 MCI3SARY.5Q DETAILS 2/571.1,3/0.1.1!4/DTII. RECEIVED 4 E70sn4&CONSTRUCTION TO BE 9E,pLI54H® CSP-20) 534 LMV5GA CU TO ERS. ADJACENT I AS REWIRED 61 LOCAL J1Rt5DIGTTON RL-WRB•43NTS.BaURE PL.NNTI&5 PILL NOT INHIBIT VIBM OF DRIVE 7HRU I DIRECTIONAL 4434 S7RIPNG •,' 515NA60 FROM CUSTOMERS. NO �„ (5P- ) NOT USED. I - * 1 PLAN SCALE' 1' = 20' IIS, ( 0) 449'1 TRASH CORRAL I ASSOCIATED CATCH BAbIN AT LIGATION 540444 SEE 51$T n2 FOR F.Xf5nN6 Wm5GAPIN6 ro R@INN MORE INFORMATION.PROVIDE NB4 CONCRETE 51OenALK TO TRASH CORRAL AS 5H4044N •q 1 STREET ADDRESS COORDINATE 51D0'IALK REC3ARe-errs PIrr r• .-1 1114 LAm5GMIH6 II' TIGARD 12090 SW MAIN ST //''�� (9-50 R move 0X19171&BOLLAR9. 0 z CITY J (SP-32) REM Y!4 RELOCATE EJ0511 6 LOT L(GAIT.VERIFY EXACT LOCATION PITH 446DONALPI EXI571N6 CONCRETE TO REMAIN CITY STATE PLANNINGIENCINEERING wNSnalGTEON MANAGER 5N�DETAIL 1aSDI 1 TIGARD OREGON CZ A:•;•;1 TOM ca 1CAZIE w o 1 COUNTY0. EASON&LOT L1,5141 P2 N x o 0. NEIL T WASHINGTON z - b . N 2 N c0 W a W o o- s W oo Ei ? gW$ REGIONAL DWG. NO i CORPORATE DWG. Na ~ N v Jc. s m SITEPLAN Alb-279 - :«04626 I'. -o" 36-0041 04626 SP-2 0 5 10 20 4OFT SITE PLAN I m ilk = 20) g =,�Z7 7,7 IL;.i� 1=; ) 920) In lr•)M.7 TD.BRAG WALL REV.+l4'-4' C II'-0' / .1 ./-1 ) "TA.PARAPET _ \-- l3EV.alb'O' A r I 'EELEV..1 4 TYP 1 w I ¢ Arterx0,--s--1.. ` X14) n~ I // r / 0 0 0 0 0 .: I 1n�YY O TIGARD $BE V:101 5 ' ry. Approved yplanning $6 •I Date:. I isoT.. E450 / (2N-15/1 I N 0 UD i-. V �� X 9 2018 1 R �nitialSe � _ � � Ci��'OF TIGARD a ELEVATION M 4 PLANNING/ENGINEERING i>,, TA.SLAB ELL-V..0,0' I il 4. BI-L1 4=:CJ ® '•• '<MD OEAST ELEVATION 12O SCALE, V4••I'-0. M. r= ) -.:� �� (ewe, IZIF ) - .s17 14+-15) M- 7 ,0121;\ /..c..p.. �TA.BRNO IV,LL � \ I L9 EV..L9 4• W 0TA.PNIAPET 4�1&� F1eV.Hb'd in EFW4) �6D. ACG9IT BARRD 1 _ M S.V..15'-4 V4' (91-44 M. EGL /I C91-is ❑ LI ¢ I V ; 1 lli . J � 6D.G/WOPY/TRB.Ll5/ * Q , TD ARCADE OPENING / 1- •• _ 7 [ I I I _ J Ss J 11111r.iiIi gs ' ..4,-4' s _I d go, 11 �T0.STOREFRONT • • n oA g 'i 9 P/.EXI5T1 6 . . I_/ /// p itszez/jy T.O. 1 / i \,I SILL I / \1 C `� si h. ATI011p�..� SIC��! /:-/i) _ oTO.5LA8 '�' �\ Qg i-1! kJ �x..O-0' dammimv tail(EN-19 ,, C g' t'buC .e.� I¢g1l=yF) ,__�[Z� -(� 1yJ 1:x•11 1�I[-) l?�y1 -� ) - �?;�L� ��C� C-N-Z?) �N-10 'fi i111!' NORTH ELEVATION 12 2 t O SGA):, 114'.I'-O' � <r m w�`C ° m j C3 °~ O s ELEVATION KEYNOTES ELEVATION GENERAL NOTES COLOR LEGEND (- 7 44'1 CE4451T BOARD LAP 51DIN6 PER FINISH%WW2,TH5 5142T.COLOR:BASE (@4-20) MLWO4441D5 Sk4L465 5Y 01' -UNDER 5BPARATE PEANUT.SLS:616NA6e SUPPORT I. FASCIA 54914 WALL SUPPORTS TO BE VERIFIED MTh W.00NALDS AREA Co16TRUGTION CRAFTSMAN SC1@E BUILDING.SEE SHEET A40 FOR TYPICAL DETAILS. NOTE 011 T145 945T. MA ASER AND COORDINATED MTh 51644 MAA FACILRHR. C—) 464 00 i4T BOARD LAP SIDING PER FINISH 5Gi(.fllLE,This%Er.GOLOR AUGOIT (BI-21) HOLLOW METAL DOOR 4 mart-PAINT TO MATCH CALOR or SUMAND4N6 MATERIAL BRNO WALLS, TILL 5. P1,VS000 COLLECTION COLOR SEE SHEET MD FOR TYPICAL DETAILS. --= NEW STOREFRONT TO MATCH DOWNS PM SGICDULE(10'MN BOTTOM STILE•DOORS). 2. •••DB40TE5 SAFETY 6LAZIN6. R4 5L AM SIZE.6•X 36', C ) 464 CBLi4T BOARD IAP 5121446 PER FI11544 5C1lR.* 1145 SHEET.COLOR, ABOVE (EN-23)(RNID)COIN COLLECTOR sex De TAIL 13/A43 PATTERN,V4$OFFSET* TING M BOND t r� 3. TR/5F1 E4CLOSI.FE 4 GATES(1107 SIIO4fU TO BE PAINTED Bl11LDIN6'COLOR YKTB+PROOFIN6 1 SETTING MATERIAL z CANOPY FlNISN.5�SNRT'ACD FOR TYPICAL DETAILS. w DN-2 DAYL1644T F>05T1N6 ROAR DRAIN OVERFLOW AT EXTERIOR WALL I PROTECT EXISTING 6RATf:BY NAPE � (- ) NOT VSED, RAN LEADER DOMsPOUT FRgM DAMAGE PAINT TO MATCH 5Ulb40Ra546 MATERIAL GROUT CALOR:ULTRA DOLOR PLUS-41 CHARCOAL a () NEW PARAPET ACG5VT 6A10 PER COLOR L236END,115 SHEET. SEE DETAIL I2/A4_2 GRA 1419tH:VW TO 3/16' q (----) ME (COLOR CITYSCAPE).FASCIA(COLOCITYSCAPE).A.PIENG -FAB AHOR-TITE,B.PRtfAB CUSTOM BM25 NOT USED. ARCADE FASCIA (�1-26)E745T1N6 BULK OIL FILL Box TO REMAIN. ACCENT DA1O� METAL-CCA GORtC16ATLD __I < � 1/b•'S'PI18 24 6AU6E _ (EN-O'1) TILE-SEE COLOR LEGEND,THIS SHEET.CONTACT:JAN DETER,(114)431-1500. W CL3i 11) DUSTIN'S ROOF LADDER TO RB WlR PAINT TO MATCH BASE BtALDIN6 COLOR. CALOR CITYSCAPE z N (1! ) OUTSIDE CORNER STRIPS.ROWEL.ROIOOTSDA(BARK NNTIIiACITE)ALLMNI.M,IOhM. O Y. (94-26) GUARD RAIL-PAST To MATCH SI.IQROIADINI6 MA1EtlAL MCVT34ENT JOINT.DILEX 04540065(BLACK). LAP SIDIN5, JJAMESIWRDIE CEMENT BOARD LAP 54DING, Z s w 'a 13i-Z4 PIPE BOLLARD PER SITE RNR FINISH MTM(2)COATS TRAFFIC,Y8101t (B1-10) ACCENT L1614•146(ARCADE LC---)HT)-522 ELECTRICAL C---)3p)EXISTING SAS pETl3!ASSENELY TO REMAIN. MATCH EXISTING E)PO5RE 1 FINISH. 1Y LL - N (54-II) 12'11614 ALLP4PU CANOPY FASCIA BAND(COLOR,MITE)CN AL1M1111-4 TRELLIS ( NOT USED. 5Y5494(COLOR MITE)A.NO UOERECOR S.GOLD UNDERSCORE. BASE BULDIN6: FBE1JN11N MOORE•HG-45 g w C D4-12) AGC0(T L4544 146(INTEGRAL CANOPY LJ6HT)-SEE ELEcTRIGAL. (�NCW�'�ACCESS CANE TM MNDOW TO MATCH EXISTING PER PLAN 1 SCAI�ILG Y — - (5!-13) ALMUIIM TROVE.ACOLORCITYSGAPE 5,COLOR:CHARCOAL MTh 601D UNDERSCORE. ACCENT COLOR, 'IRON MOUNTAIN' ^ " - (9H4) ALLMINM TRELLIS 11E-0ACK 5151134.COLOR CHARCOAL B9UANIN Nk 42154-30 � a ° ° °g (EI.15) ALJR9NIM 1RELLI5 2'X9'NALL FASCIA ABOVE CANOPY nem ODOR SIDI* ; O O 41. ((3N�-I ) L16HT FIXTURE(NALL 500415-SEE ELKTRIGAL d,DOM OILY FIXTURE(COLOR: P44541, NAGANA VINTA6E I W.OD Gg1ECT101 CEDAR F CV 2 N m 1141!).DOWN ONLY FIXTURE(COLOR SILVER). Al -21q - 404626 5_91.11)ACCI31T LIGHTING nom L16HT)-SEE 5.5G1R1CAL fiAt{-It)L1614T FIXTURE(RECESSED 50555DOINTEGRAL CANOPY).G0RSILVER O -SEE ELECTRICAL o 2.0 (54-44) KETAL LETTERING-BY OTHERS.504404E-C.OLGR SILYER) D.EVATONS IL m Eh -(41.%, AEN-7 1 M. .rc.EtMIO NAI.L E.EV.«q'-4' 17 TQ.PARAPEY $5O. AGG8f1 BA1C EiZV..IS'4 V4' (84-44 I (i TIP. (.1.� EC- 1 TYPRE 4 ,-111 OF TIGARD �} NOV 1 9 2018 Approved byplanning „Bre I Q 1] ! �\ CITY OF TIGARD Date: 1l "ELEV. i �7 PLANNING/ENGINEERING 9 EV E7QSTiN6 Initials: i,c M . ,t TQ.SILL �� Qj -1C ry ENP/.ELEVATION \`{@I—J P L® > TO.SLAB t N 4,::-.:-.) '' t (81-92 (9+-33Y 4 )4 OWEST ELEVATION �� SCALE, V4'•1'-0' W $1QACqWALL FP. TIP. 7\ eEMDy Ir / am1)\. . ELSV.� '�' $TQ.PARAPET - 7 ELEV..Ib'-0' lb . u..= , ,, MD\ -- BQ. ACCENT BAND �EL 1.+I 4 V4' (@1 14 TIP. 0 1 iVIRC\12411)-\ /-(1 ) 4 BO.DT TRELLIS I I I _ 1 I I _ s 'ELEV.+10'-11' I, , 32iIiIH$ BQ.CANOPY. J Ln g rA.STTRI3"RONT I I I I •1 .1—: I • c < ` i .00T V.EXJ5TIN6 ��— g 555 . / \ p _y cE31 O / \ M. E l i t 'i /A._ III i g � i Ir, _ 5s To.SILL — ) ■a■ y � .s E c i BP/.ELEVATION \11,1, I fr/ ^ ' S'o 3 A__ a TO.•N 1 / 1 i - O �l l P-4' U !li ;I I Com- J 2 -<k�-02) -� = �' � a �ii i 2� § agal g CSOUTHELEVATION SCALE, V4'•1'-0' n! ' w ELEVATION KEYNOTES ELEVATION GENERAL NOTES COLOR LEGEND N K c- --) .3,GEMENT BOARD LAP 510446 PER F14194 SCHEME THIS SHAT.COLOR,BASE EN--0 I OONALDS SIFi14A611 BY OTIMS-morn SEPARATE PERMIT.ME 5V6NA6E SPPORT I. FASCIA 5164 MALL 51PPORTS TO BE VERJFIED 11TH 144DONALD5 AREA CONSVILCTI014 C4►u eUC BADIN6.SEE SHEET A4.0 FOR TYPICAL DETAILS. NOTE ON THIS 5411T. MAY,fiER ANC COORDINATED IN SIGN MAMPACTUREIL NEVI GEMENT BOARD LAP SIDING PER FINISH SCHEDULE,THIS SIEET.COLOR,ACCENT - -PAINT TO MATCH OF 1 MA BRAC MALLS: TILE,B)ROPTST:E4'10O12 COLLECTIGN GOIOR SEE 51MT A40 FOR TYPICAL DETAILS. 2. '•••'DENOTES SAFETY GLAZING. R4 BLAG4 SIZE,6'X 36', n ( ) Pei G@@NT BOARD LAP SONS PER!F12494 SGN�E,TH15 SHffT.GGAIR: ABOVE ( ' HOI STORETRONf TO MATCH F3a5T1N6 PCR 5ClDLlE(10'MK BOTTOM STIR•D00445). 2. ,V4 OFFSET WRNS BOND P, 3. TRASH ENCLOSURE 4 SATES(MOT SHONW TO BE PAINTED'BASE BLRL.DIN6'MGR. KATMAI/00F4 SEMIS MATERIAL CANOPY FINISH.SEE 45 T A40 FOR TYPICAL DETAILS. M6 z w NGT U5ED EN-2 DAYLIGHT EXISTING ROOF DRAIN O/ERFLOH4 AT EXTERIOR HALL 4 PROTECT E7a5nNG MOM BY NAPE RAN LEADER 0ONIPOUT FROM DAMAGE PANT TO MATCH SURRQUNDIN6 MATERIAL SROUT COLOR ULTRA COLOR PLUS-47 CHARCOAL ( ) ter PARAPET ACCENT BAC PER COLOR L164C,THIS 518T. SEE DETAIL 12/A4.2 &ROUT 11112T14,V5'TO 3/16' a Ii METAL FASCIA(COLOR,CITYSCAPE).A PRE-FAB ANCHOR-TITS;B,PREFAB C STOM (: NOT 115E12. 1 a ^ ARCADE FASCIA. ACCENT GMC, METAL-MA CORRUSATE0 W 17 (BI-0'J) nu-SEE COLOR LE&QC,THIS SETT.CONTACT,CYN DETER.(114)431-7700. ) EXISTING Rom OL FILL BOX TO AIN.PA t ) E7a9TIN6 RpOP LADDEIR TO REMAIN.PANT TO MATCH BASE BUL0146 GOI.CR VC'S'PANEL 24 6N1EiE: () WTVIR CORJaR STRIPS. ROHCEG ROIOOTSOA(DARK AHTYPJIGTE)ALJMNM,I0MM. (U7;5.) sUARD RAIL-PAINT TO MATCH SPROUICIN6 MATERIAL CITYSCAPE 0 z N Cgin MOVI5E Nr JOINT.DILEX BME4OO6S(SLACK). LAP SDIN6. JAMES HARDIE CEMENT BOARD LAP 50116, L a g (----) ACCENT LIGHTING(ARCADE U6HT)-WE ELECTRICAL ? RPE BCI145 GAS PER SITE PLAT FINISH NTH(?)GOATS TRIFRG TB.lOYI �@y) FjQSTINb bA5 METER AfSE3NBLY 70 REMAIN. MATCH EX15T1Nfi EXPG9JF+F 4 FINISH. � � ��i (ELN-11) 12'H1614&LIMA CANOPY FASCIA BAIL(DOLOR ANTE)ON ALLMNA4 TRELLIS (�E�1 ) NOT U582. 6 ~ga SYSTE34(COLOR,ANTE)A NO LIVERMORE;5,GOLD UHCER5CCRE. 645E BLRLD4N6: �SENJAH1�1 MOOR£1HC-0S _, tt u'S 5 S (04-12) ACCENT L6441116(INTEfiRA1.CANOPY LIGHT)-SEE ELECTRICAL NEW READY ACCESS DRIVE TFRJI MOOR TO MATCH EX15TM6 PM PLAT 4 SG�ILE. Y. — 6 1 ,71 2 s(`I (EN MN.M-13) AL, TRELLIS.A COLOR:GTYSC14PE.B,COLOR.CHARCOAL NTN GOLD LimER5GOw. ACGBR COLOR: 9ROH MA 4 —� (EN-14) ALLHt4M TREWS T1E-BAC5Y5TEM.COLOR,CHARCOAL BEIIAM N MCG00 RE x1134 90 63 W a CUPS-) ALJHMJH4 TRELLIS 2'Xb'PALL FASCIA. ABOVE CANOPY FIBER CETBNT SONS pi 000 2 w (.-- -)1-I LIGHT FIXTURE(WALL SCONCE)-SEE ELECTRICAL&DOMOILY FIXILRE(COLOR, RASH, NIGMHA VINTAM PC40 COLLECTION GEAR F (N v = ,,n A ANTE)IS,DORM ONLY FIXTURE(COLOR,SILVER). A 145-215 - Is 0462E, (�)ACGOft LI6HTM5(FLOOD LIGHT)-sem ELECTRICAL. ())1.16141'FIXTURE(RECESSED DOM IN156RAL.GAWP,'1.COLOR:SILVER ELECTRICAL , A2. 1 ( -1�) METAL LETTBtJH6-BY(MM.ota.COPE-COLOR:SILVER) 1�1 T ELEVA TIO. LI 'US r IKEA (P44-0'3\ S&L,T74 411,2RiF rrE. rrP. rrP. - 1 1 F r l / I Li z // / `/s` (IIS!� \\ a i • Hi.••``•\\.\\\\\�R\\ `4-17. 0�\Z C\��\�\\1 �\��\��\ RECEiVED \\ S ! \\i ID \\,,,\<<,„:„1„.:-,‘,,,,,,,:,,,,,:,,,,..\,,,,,,„\,,,,,,,,, \ \�\\\\\\\\I\ \\\\\\v\\\\\\\\\v\ \\ \\N\\\\\\\\\\\\\\\\\ �\\\\\:\\\\\\\\!\\\\\\���\\\\\\\�\\\� �� o, _,-, „\'� \\\\\\\\\\\\�,..I\\\\\\\\\\\\\\\\\\\\\, \\\\\\\\\\\\\\\\\\\\\\\\\,_„\\\\\\\\\\\\\\\\\\\\ \,\\\\\\\\\\\\\�.� \\ \\ \\ \\ \,\\\\\\\\\,\\\\\\-\\\t.\\\,\,\\\\\-\\\-\\,\\\\\\\,\\\\\\\\\\\\-\\\,,\\,_\\\,\\••••\\\\ ,I \ / \\\\\\\\\ ' .�...,\\ .\\..\\\.\. NOV 1 9 2018 ' .,,\...\,,,_\_\J\_`\1�1,„,,,_,_,r„_,,_�,,_,_,_,„ \.- \,,,1\\1L\4L\�L\,.L\„_.„L ,\ ,L\,L��-.\: A�_;A\._\v ■\~� o - \\\\\\\\\\\<\�\,��\.\\� �\\\\\\\.�\.....\\ \\I�`Y \",\i.\f� .l<r\:''c\ ten-\. y r 1.1'\,Z-\ CITE' ill' {GAR t<\1\�r�\�H,t1�,,�,K,.\ I'\\ /'" 1 �t 'LANN{NGIENGINEERING � rs\ ‘1.,, \,,,\I, �\L \\•\C`� \�C� \ - !,l III \\\I \\LL1\�\'N\\l\ \l\`l�,l\�, r I� r r.\II\I.\I.\I\` �► y m }�. \\\ \2\� 11,\I,ty\J\• !(bri ^�t1Er•fl \•l\r\ c.X- \IL\Y \J.\ - UJ '\ \\\\\\\\\ \\\\\\ \ \\\\\\\\\ \\\\\\\Y\ v 7D II \\\\' - \ \\ \\\\\ \\\.... \ r - (044-11 ®- r�V ozr.:) (PN-05 IAV (4:�•V TYP. OEAST ELEVATION SCALE, I/4'•I'.0. Immo W TYR Liu '-TI 7 Thl rT-- / I I I I 11 \ I iti, / I I I I I \ Ij -- / IH ❑vII • i1 CrB o,� U I I 11 "�: • -< vN-w-\dv www-v«-7yvw��-VIC'y- ..\-vy�w-".v- N' -N • -v vvmow ..-Vcv� N7' y -\w-\7y--v y-\-1v�- 7v-v. www"yam-\cv-«y� 1\-v7 ' o � -c\vyvyvvvvvy,v vvvvvvvvvvvvvvvvvvvVv vvvvvvyvvvv\vAvyvvVv vvvvyvvvvvvvvvy vVvyvyvv1vvNvVvyvvvvvNvvvvvvvNN'vvvvvvvvvvvvvvvvvVv j, vvvv� v �j v _ __ _vyvvvvvvvvvv _ vvIvvvvvyvvVvvvvvyvyvv ,,' y`y , yNI .�: y :yyE ,.v,yyyyy: y:' ,',1, .�v .: y.�o / ; J Iiii°,111L\, \\-\.\ --\\- -�?� ,L Ul�\ L\,LL1U \-" " \ .L4-\ L\ "LL L14- \ \L -\"'\ L,4-\,L\ -\ -\— s J a eSg C n�C1\4-\-,.1 \_\- -\- \' t / .., I I t\Isa� \\�K\�\�\\�t` I I�(\ �`� T �'� \� % /;\' I I I?\1 �L 'M-7 I I /� - Q � � 1\ \\\\\ �\� \ \ t�"1 \ / \\ \ \. / I'‘ `4 YI\ In H\T a [ate -&)_,1 \i .� Ali 1 \I H s N \\\\����� ��\ ^c\\� . I I� �r.� / , 1 I I >\� \ I 1 m8 g \\ I l\\\\`'ik\I\\I\1I '"11\ I \, \\\`1111`\\\\ INN" I \l 1 \ "\'I\411 \\\ 1\\j ); u) s. \'\ .I \\\ \ 1\\hv+.� I I�\4\T \\\\ it t'I 1� I I \ Ch I - N I\\ . I\\\\\'V •'\'��"+t\� \-7F�\I LI"-"I \ \\\\1 )'� I r n II-\=h'"}N'41 ,IL`I-•41 I Dov .t•J\_\1. :11..\i }1\\1 ..1. i{.. 4I `il ,\ gl1..\\N I.4\ T1' a\ \ a3e1\• I\CC\ \ \ \ ,I\ <� ."\''\) \ 1\` \ .;"1,1 i t 1 �\\\r 1. 1. I\ 0 sa g f\\. - \ �\-\� \\\\� `� L.�r IF\ .�� ,_\J -0 o " € \\\.\\\\\\ \... C C '\,\ \\\\ \\\ I ' v\\�X 10,44;11 �\ \\\\\\\\\\ \\\\\ \ 1,\!\ 1\\\\J{I\\\\\ 1 \I \\\ (Q \\ \\\ \ �\\\\ \\\ \ I \\ j sa ... ,..\\\ \ 1�\�._ \ \\ 'N -, I L\ \ I CO 6t1:1 n 0 g-'11''s£l r•:,.► I: ) 4,- I:..'J► • ..) �.:_:i • ..) ff 5 s 3 g TIT. Q g, ,1 g ilE dill G uvl ia F- °r m P121 NORTH ELEVATION • m W ry O °, T(9se-Am I/4'•I'-0' 1 °L i,� o DI DEMO ELEVATION KEYNOTES DEMOLITION GENERAL NOTES US (DN-OI) R.ovMOM. E705VN6 ALL ASS Ia ATED odH6Wlfi P FIXTURES r0 ALIGN PITH WALL (DR-1) F.%ISTiN6 6A5 FETHt A'f,�@�Y TO REMAIN.PROTECT FROM DAMAGE. I. RCSE DRAMN65 F PREPARED BASED ON INFORMATION ATTAINED FROM A SITE T. SAYIGJT 4 REMOVE 1)851116 SLA36 AS REQUIRED FOR LWWER6R UV 5LECTR1GAL t 14. THE SUB-CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION 1K MIORK N MOM.REMOVE A56OCA CK ER:FL L16Hf F TO ALL 1 GAP MUTES LO NNIS CDN-14) NOT U5®. SURVEY.CONTRACTOR r0',mart ALL EXIST-1%5 CONDITIONS IN FIELD PRIOR TO P151IN6 UNES.REFER TO PUJMBIMS.ELECTRICAL 4 KITGH81 DRAJMN65 FOR N15AMIGJTS INGtLO[5,BUT IS NOT LIMITED TO THE 094OUTION ARV REMOVAL OF AM MW15, EL I.AS NS FORARY.CUT BALK OVEI+fiGM1 PIPES TO ALI6M4 FI7N WALL BaOMt 5� ELEVATIONS FOR MORE IN+'ORMATION (DN-IS) EXISTING RffIG COIN GOU.LLTOR TO BE REMOVED FOR RELOCATION. OB40l.ITION 1 NOTIFY THIS PIECE IN CASE OF DISCREPANCIES AW.DB4OUTION IS TO 1 TR@Y,NiN6 FORK REGi1111ED.ALL CONCRETE PLDOR Y'IORK.TO BE flN15F®14-4544 METH COUNTERS.FURNITURE,51,KFEADS.DOORS.PUJPE046,MECHANICAL AID ELECTRICAL ITEMS m BE EXECUTED 50 A5 NOT TO DISTURB EXISTING,STRUCTURAL 4 ROOFING SYSTEMS,AND EXI6TIN6 FLOOR. DOMEL NEVI SLABS 70 1)0511116 HW.4 REDAR•24'OC.EACH SIDE INCU.DIN6 CODUTS AND DUGTTIORIC A5 ROM ON THE DRAMN65 OR AS REQUIRED TO ry REMOVE EXI5TINK 00011446 MUSES DOMN TO EXISTING REARM Al PORTION OF (044-6) NOT 4567r MANSARD names R1IMNHINI6. OTICIt AREAS THAT ARE INTENSE)TO REMAIN INTACT.VERIFY ALL CONSTRUCTION TO BE (STASSEPED).ROMA TO EXTEND b'INTO 1Xt5TIH6 SLAB 4 ACROSS CUT meow SECURE COMPUTE THE INSTALLATION OF THE 481 WORK FORA COMPLETE JOB. v () EREmoJE ALL 1X157116 MM65ARD LJ6HT 0!m45. (DN-IT) REMOVE 1)057146 GUARDRAIL VERIFY REM,SALVAGE,OR DISPOSAL 11114 REMOVED THAT IS NOT INTEGRAL TO STRUCTURAL SYSTEM PRIOR TO DEMOIJTION. REjAR INTO E)05T1NS SLAB MV EPDXY GROUT.REPLACE OR REPAIR AM'VAPOR BARRIERS 6 ,6 14WDONAD5 CONSTRUCTION MANA6CR. DISTURBED CURING EXCAVATIONS. IS. REMOVE ANY SINCE,MATER CLOSETS,IP4NALS,LAVATORIES,FLOOR DRAINS,NOTED ON ( Re40VE EXISTING BULDINIB 516406E.VERIFY KITH Met P SALVAGEABLE. 2. ALL DIMENSIONS 540MN AS E)05TIN6 SHOULD BE FI8D VERIFIED BY CONTRACTOR PRIOR DR.N'IN65 A5 PELL AS ALL ASSOCIATE)PLUl81N6 ACGESGORIES.CAP,PLUS ALL ' (DN-1O) Fj05T1N6 BOLLARD 70 R@4MN4,PROTEGE FROM DAMAGE. TO D8k7LJT10N.VERIFY ALL DEMOLIr1ON MORK NW 446'1 CONSTRUCTION 4 INSTALLATION S. CONTRACTOR ENROLL PROVIDE ALL TBf'ORARY BRACINS A5 REQUIRED TO MAINTAIN A4MDONI'D RIPPLY 4 TASTE UNES.PATON 4 SEAL ALL FLOOR P8CTRATIONS.SE — ) BEHOVE ALL 4-060 S11CCER5 ANS DECALS 101011 ALL MNSOI'K5 AND DOORS. tt �) MANE EXIST1N6 STOREFRONT 4 FRANC AS SHOMN TO ACSOMOODATE lNEW �) BEHOVE 18/511446 WALL SCONCE LJ6NT.GAP f3EG7RIGAL BEND WALL. DRAFIN65 PRIOR TO BEGINNHG GOKSTRUC710MI. STRUCTURAL 9TA8U1TY OF THE 1)09114416 5101 MRL'044416 ALL PNA555 OF MECHANICAL I PWBING DRAYIN65 FOR DETAILED DENIOUTION NOTES. _ F G6*64T NGT10N VERIFY SALVAGE OR DISPOSAL METH FtOON41D5 AREA GOSTR1CTION (.914-20) EXIS11N6 DRAIN LEADER DOMISPOUT TO REMAIN REMOVE 1 REINSTALL FOR CONSTRUCTIONI INSTALLATION OF NEM SIDING. 3. DEMO 41101 CONTRACTOR TO COORDINATE I RC/IEN ALL CORSTR./CTION DOCUMENTS/ 16. ELEVATION 186+415'iOY$4 ARE FOR REFERENCE OILY. 111 Z F MANAGER.SEE l78M0LJTION 1 FLOOR PLANS FOR EXTENT O`vORIC 2 _ s DETERMINE TIC EXTENT OF DEMOLITION YIOIt1C 1 BEGONE FAMUAR FITH 1}64 TIOOROl16HMLT I. PROTECT FROM DAMAGE PAM GON9TRUGT1011 ALL/)05714416 NALL',1'10005,GN5UH65, ((CIN-01) BEHOVE PORTION OF EXTERIOR MALL A5 ROM TO ACCGr*1ODAT!`4461 (DN 21) Il@40VE EXISTING hEE DRIVE I YINDOW 1 FRMS/5 SHOWN.VERIFY SALVAGE OR BEFORE R RFORMNS ANY DEMOLITION WORK BY THE ACT OF STARTING 0134GJTHON,RE ETC.THAT ARE TO REMAIN CONTRACTOR TO PATCH 4 REPAIR ANY DAMAGED PORTIONS IT. CONTRACTOR RESPONSIBLE TO ENSURE 441 1431 FINISHES IN RESTROOMS FILL NOT REDUCE Z _ a ? 60+451RUCT10k SEE DQ�R71 11Ol 1 FLOOR PVN FOR EXTENT OF tMORK SALVAGE DISPOSAL FITH McDONAJ.D'S CO57MIGT10N HARMER CONTRACTOR MILL BE D�OED H TH TO HAVE COMPLIED 44TH FORE601N6,TO HAVE OF THE EXISTING BUILDING.AS REWIRED TO MATCH THE E)05T1N6 ADJACENT COSTRUCTION REQUIRED CLLARAN'•E5 FCR ACCESSIBILITY.R8'RME WALLS AS NECESSARY TO El'AJRE W1 `�^E 1;0571446 CAST STONE WAINSCOT FOR MEE AT NSM MALLS.VERIFY EXTENT CO ACCEPTED RICH CODITIOS,AND TO HAVE MADE THE NECESSARY ALLONANCIa5 IN I FINISHES. ALL CLEARANCES ARE MET. CZ I s SALVAGE FITH 446. 4/105 CONSTRUCTION MAAL46ER. PREPARIN5 HIS BID.) 4- a�' ( NOT 11582. i0. FI81 UTIunL'a`ARE REMOVED,GAP 1 SEAL A MINaF D'MOM FINISHFLOOR ORA 0_ J W 4. 9.JSG7RIGAL DEMOLITION NOTE,REFl9l 70 B.EGTRIGAL ORAYII165 FOR DETAILED NORIMJM OF b'ABOVE FIN15M C.EIUNS. , ) R@1WE ALL F>CISTIH6 51014416 4 TRIM FOR INSTALLATION or NE1Y VERIFY CONDITION OF m - E705TIH6 SHEATHING 4 MORE/ABAI :REPAIR/REPLACE AS NEC SWANSMARY.EXISTIN6 SWANS ELECTRICAL DEMOLITION NOTES. — 6 2 V'- 19 NOT TO CC USW AT SWAIN/45.IF NO SHEATHING EXISTS,60.TO PROVIDE NEW II. THI5 PLAN IN:AGATES A 688tAL SCOPE OF MORK TO B1 PERFORMED AND DOES NOT F- } o EXTERIOR GRADE PLYWOOD SHEATHING. 5. VERIFY DISPOSITION OF N,4-1014541865,MILL SO64C 4-16+41148 FIXTURES,ETC.r0 BE RELIEVE THE CONTRACTOR TO(OWLET!THE BUILDIN6 MODIFICATIONS A5 SHOMN AND W a °.,.- REMOVE, REMOVE,W/OMf8.ALL 11845 10 BE DI FORD SHALL BE DISPOSED OF OFF-SITE ANS REQUIRED BY THE CONTRACT DOCUMENTS,INGLIIDIN6 BUT NOT LIMITED 10 RUHBM6, — ♦Y 8 a� ,8 (DN-I0) 1X157146 CO2 FILL BOX TO REMAIN PROTECT FROM DAMA6C ITi IN AN EXPED0U5 MANNER- ELECTRICAL 1 HVAC YIORIC F (ON-II) EXI511+6 BEAK OL FILL BOX TO REMAIN;PROTECT FROM DAMAGE. � N v J a A (T:44.-12) EXISTING ROOF LADDER TO REMAIN REMOVE I REINSTALL FOR INSTALLATION OF NEW6. ROOFlON6 GTR40TOR TO FIELD INSPECT 5)05T1N6 ROOF FOR NEARER 116+411455 4 I7. IF CONTRACTOR 81GOUOTERL4 ANY HAZARDOUS MATER/ALS 040146 DEMOLITION OR A 145-219 - x04626 PROPER DRAINAGE PRIOR TO BID.CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD CONSTRUCTION HE SHALL IMMEDIATELY SUSPEND MARK 4 401141'THE McOONALDS D.4 SIDS*. VERIFICATION OF EXI511NG ROOF GONSITICN ANS FOR INCLUDING ANY 410066ARY REPAIR PROJECT MANAGER BEFORE PRGC E DINEi. COSTS IN BID. w . 1 13. ALL MO-MON SHALL 151 GMRR14D OUT INA SAFE HA ER I IN STRICT A0GOIDANCE t' MITT 05444 RE5U.ATIONS. DEMO ELEVATIONS LL '. ] f N O V 1R(D-0 (DH- M. MM. — —l /—T �'/ I I 1 1 . \' CITY'. IGARD O a. / II II II I ' ANNING/ENG INEERINGi--1 1-1 P -I \ --- I I I `, \\ \ \/��\ \ \ \\\\\\\\\\\\\\.\\\\\ \ \\ \\\\\\ �\\„\\\\\\\\ 1\\\ \ III I , , 2 \\\ .1\I\\\\\\\\\\\\\\\\\\\\\\\\NI\h\\\\\\\\\\\\\\\\\\\\\\\y \\N\\\\ \\' `,\\ �- n ----6\<`\\‘,\, \\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\7 � v�\ti \ ...\\‘' \ \\\\\\\\\\\\\\\\\\\\\\\\ 1\\\\\\\\\\\\\\\\\\\''\ \\ \\\\\\\\. 1 -- - -rZr�TT _ \ /- -` ' -- t\- \-‘ te. . -.�. \- ?--\ \ ' L . \ \- - \-\ \ 1\ \NI LI''--T- �—i----)' --- L \) ' \ - z--••1--,� i \ \ �:: :. I _, I_! iti I\ ii.,\\ i ,\\'',.\\., IJo _1 :.. 1�1� n i � Q - M. DI2 WEST ELEVATION CALF I/4'•I'-0' W IMIMI417-1..7.........N.7.\\ r1 r r 1 —\\ m / II i ! it ..--/- / I I L I I I �\ / it UM I II I II I I . , . . . , , �' C \\\\11..y\\\\\\\\. \v,\\\\\\\\\\\\\\\\\ \\\\\\\\\\\„,„,\,„_,,,_,,_,_ \\\\\\\\\\ V .\\\\\\\\\\\\,, \ iii,,a, _\„,„,,\__ \-'S7\. '7 ''''', J I N� \\\\ \\\\\\\\ ,\\ \\\\\\\\\\\\\\\w\\\\\\\\\\\\\\\\\\\\\� \\\\\\\\\\\\\�� ',���\N.7\��\--\ \7 4V+� \��NN-N-\ .,"-ON-\�\ r\�� "\`\.\` \,•\\\\\4.\ \\\\\\. \\\\\\>.\\\\\\\\\\\\ �\ / • g a \�\-\11\11L�\•1\ \-\-N\-\-- -\--- ..\- .\-\ -\,L\� L-\ -\ \-\ALU 1,- -,- -, .i\N.1V ti1U1L\�\,'.LV1\-\>lV1t1L\\\ \-\ \4�\\\\\\\-\\\_\\\S\-\\\1LLU _\\\L\.. s a g , 7'C.-VC -- n--v-,a-zWfi i t,-1.7.RN/th\ 1.\ `: I ...,), \\\\\ Ga. Qtr,L�I I \xi \,.��\ ‘\1\4}1' �\`� 1I Il'V\'NI N...i.\I.\k\i.\I\\Ik\`\ \�\ I y) 00 1!1 °§P- 1\\\\, ggsao SEB.; 1 I\ \\\ ” k\fcal \\\ \\\\\It \- �f- Fr\ik<4�k\�1\ L. \I p r p� II \ \I\'b\}1 Ii Li\It Li L,..t :A' :' Cl) g 11 sac g \• \. \� a - ■a �'\' ^ \.ale, arm% Ik 4 r\,'\-\� \ 11. �x' 1 Ili _ 11III \ � .caa i li 1 1 1441\ el iiii:4 rrja CM) CUE, COE4 Ir,�►�� 4 _) -c 6.: 41,:n► imii 2 •iP-s:a M. M. 15 SI¢B, W '!8 o r m SOUTH ELEVATION - W o J(;) I/4'.IV' -,t w' w DEMO ELEVATION KEYNOTES DEMOLITION GENERAL NOTES (DN•01) REMOVE EXISREMOVE ALL ASS lD ROOF OFIFIT IS T FIXTURES TION TO ALIGN ITN ANLL (l) FXI511P SAS PRT9Q A55BtLr TO RB AIN.PTT FROM DAMAGE I. THEME ORAMNGe yen PREPARE)DAZED ON IPM'OR CATION ATTAIN PROM A SITE 1- GAMUT a REMOVE EXISTM6 SLABS AS REOLIIRID FOR LIVERSROJO ELECTRICAL t I4. TIC BAS-<ONTRAGTOR'NM .FED VERIFY THE EXTENT OF DEMOUTICK THE!AMC HELLMA REMOVE ALL.GUT B ASSOCIATED ERFL LIGHT Fl O ALJ/4 MTCAP UTILITIES LOPLWHI (DN.µ) HOT USED. SURVEY.CONTRACTOR TO VBRIPY ALL EXISTING COIVITICG IN FIe..D PRIOR TO F UMM ING UNSS.REFER TO PLIMBINS,ELECTRICAL t KITCHEN DRAPINGS FOR ALL SAN+IWrS !HOLU !, JT IS NOT LIMITED TO TIE DEMO ITION AVIV REMOVAL Cr ANY MALLS, MALL TI NECESSARY.GUT BMX,IoM. AW PIPES TO ALIGN PITH WALL Bfl.OA SEE H.lNAT10IlS FOR MORE III`ORIM71O1 (DN-IS) EXISTING RMFIG COIN COLLECTOR TO BE REMOVED FOR RELOCATION DEMOLITION/NOTIFY TN5 OFFICE IN CASE OF DISGIIIPAIIGIES ASAP.DEMOLITION IS TO i 71iQ1/HNN6 VOW REWIRED.ALL CONCRETE FLOOR PORK To DE FlNNJF4:93 FLUSH aim GOIRITER3,FURNITURE EULKFEJIDS,DOORS.RLTEMSr,MECHANCAL NO ELECTRICAL ITEMS m ® REMOVE E I51118 ROOFING F5ISiE5 Dd'N TO EXISTIHS SHEATNN6 AT PORTION OF BE EXECUTED 50 AS NOT TO DISTURB DUSTIN!.STRUCTURAL t ROOFTO SYSTEMS,MV EXISTING FLOOR S DOHNEM SLABS TO DOWNS VV IN REHAR•24'0C. WE EACH INGLIOIN6 COVUITS NV MORROW AS SHOWN ON TIE DRAMNSS OR AS REQUIRED TO n (ON-ib) NOT V5®. OTfR AREAS THAT ARE INTEtVED TO REMAIN INTACT.VERIFY ALL CONSTRLIGTION TO BE (STA6SERED).REBAR TO WEND 6'INTO Ex/STINGSL TING AB 4 ACROSS CUT OPEN6 l .SEGS COMPLETE TE INSTALLATION OF TE RBI IR7IDC FOR A COMPLETE,IOD. 6 Ft M:NED TRUSSES REM (DN-11) REMOVE E)OSTN6 6UARDRMRH L VERIFY EE SALVMOR DISPOSAL PITH REMOVED NAT NOT INTE6RAL TO STTRIIGTURAL SYSTEM TO DINMOUTOIL REEA R INTO DISTIN6 SLAB Al ER7XK ERS w KCY&ROUT.REPLACE OR REPAIR MVAPOR BARRIERS(DIF ) REMOVE ALL FXSTTN6 MANSARD Lk5F1T BEAMS. E S DISTURBED DURAS EXCAVATIONS. 15. REMOVE MY SINGS,MATER CLOSETS,L WAIS,LAVATORIES,FLOOR MANS,NOTED ON I MkDONALD5 GON5T/EIGTION MANAGER. o ( IRB�MDVE F�OSTNG BULDING 516NAGE VERIFY WITH OWNER IF SALVAGEABLE 2. ALL DIhENS10N5 SHOP.*AS FROSTING SHOULD 8E PIED VERIFIEDBY CONTRACTOR PRIOR DRVWINGS AG WELL AS ALL ASSOCIATED PUMP*ACGE550WE5.CAP,PLUS ALL CDN-I ) EXISTING BOLLARD TO REMAIN:PROTECT FROM PN4AGE To DBKXITON.VERIFY ALL DCgLITION M Mx Al/51 COIISTTa1GT10N t INSTALLATION D. CONTRACTOR SHALL PROVIDE ALL T13PORARY BRACING AS Rg[2ARED TO MAINTAIN ABANDOIED SUPPLY t YWT!UN_`S.PATCH 4 SEAL M1 FLOOR PEETRATIOIN.SEE < REMOVE M1 LOGO STCKHRS NV DECALS FROM ALL Wllpp'R5 A!D DOORS. To ® it EXISTING STOREFRONT 4 FRAME AS NOM TO ACGOMIODATE N3'1 (DH-A1) REMOVE EwSTN&WALL SCONCE LkSHTT.GAP ELECTRICAL BEIM HALL DRAM/6s PRIOR TO BE4INMI1S CONSTRUCTION STRUCTURAL STABILITY'OP TIE EXISTING STRUCTURE OURS*ALL PHASES oIU f CHIANIGAL t PL.UEINPI G DRAPINGS DETAILED MOUTON FOR MOUTON NOTES. J < F CGSTR.CTION VT�UFY SALVAGE OR D5,�PG5A.WITH 4_ORALA5 AREA CONSTRlIG110N (2) EXISTN&DRAIN LEADER DO NGPOIlf TO REMAIN REMOVE 4 REINSTALL FOR 3. DEMOLITION CONTRACTOR TO COORDINATE 4 READY ALL CONSTRICTION DOGMQITS t CONSTRUCTION lb. ELEVATION HEIGHTS SHOWN ARE FOR REFERENCE ON_Y. W i HARMER 5�DEMOLITION t FLOOR PLANS FOR EXTENT Cr YORK INSTALLATION OF MGN SIDING. DETgtMIPC TE EXTIBYT OF DEMOLITION WORK a BE�COIE FAMILIAR MTh 11134 TIOROUSHLY N. PROTECT FROM DAMAGE DURING CONSTRUCTION ALL ElUSTNG MALLS,FLOORS,CELINGS, Q — (DN-01) REMOVE PORTION OF EXTERIOR MALL AS WE%TO ACCOMMODATE NBA (P4-21) REMOVE EXSTNG DRIVE TIi41 PROM 1 FRANC AS SHOWN VERIFY SALVAGE OR BEFORE PgFORMN6 ANY DEHOUT1ON PORK BY TE ACT Cr STARTING D@4TLITIC4l TE ETC.TI44T ARE TO REMAIN.CONTRACTOR TO PATCH 4 REPAIR ANY DAMAGED PORTIOMIS IT. CONTRACTOR RESPONSIBLE TO ENSURE N1 1154 FlN51E5 IN RESTROOMS PILL NOT REDUCE LL z CONSTRICTION.SEE DE'IOLITiO 4 FLOOR PLAN FOR MEW OF MMDRX.SALVAGE DISPOSAL PITH McDOMULD'S GONSTRUCTON MANA6pt W tt g i CONTRACTOR PILL ee DEED TO HAVE GOIMaLIED METH TIE P'OMRE6ON6,TO HAVE Cr TE FJOSnMH6 PHIILDIHfi A4 REWIRED r0 MATCH T}E EwSnNS ADJAC.U9NT COI6TRUCTON REWIRED GI.E�RANNCFS FOR ACCESSIBILITY.REFRAME HALLS AS NECESSARY TO Belt EXISTING CAST STOW.NAPECOT FOR REUSE AT SDI WALLS.VERIFY EXTENT OF ACCEPTED SUCH COIDITIOI6,MV TO HAVE NODE TIE IECESSARY ALLONWIOES IN t FINISHES. ALL CLEARANCES ARE PET. CZ LL El R. s SALVAGE PITH MCDONALDS CONSTRUCTION MANAGER PREPARING HIS RIP < CIN-06) NOT USED. 10. 14EN MUTTS ARE REMOVED,GAP t SEAL A MINIMI/4 OF 6'BETON Fl/415H FLOOR ORA d _, d w $ 4. E-ECTRIGAL D@MOUTION NOTE:RIFER TO ELECTRICAL DRPMNsS FOR DETAILED MINMIM OF 6'ABOVE FINISH CEILING. CZ m i s ry („ON-04) REMOVE ALL FTHII4S I SRN/.TRIM FOR INSTALLATIONREPCEAS PE NEM.VERIFY'.EX TIN.SIDI OF �ECTRICAL DEMOA.ITICN NOTES. Y — 6 EXISTNb 51EATHING 1 MIAB/A .REPAIR/REPLACE AS N:C65ARY.FROSTING SIDING S NOT TO RE USED AT SHEATNN6.IF NO SIEATNN6 EXISTS,G.G.TO PROVIDE SEM II. This PLAN INDICATES A SERERAL SCOPE OF WORK TO DE PERFOR?ED AND DOES NOT r g> EXTERIOR GRADE PLYWOOD SHEATNNG. 5. VERIFY DISPY�S1110N OF ALL FURNISHINGS,MILLWORK,U6HTlNG FIXTURES ETC.TO BE RELIEVE THE CONTRACTOR TO COOPLETE THE BUILDING MODIFICATIONS AS 5H01W AIV �_ W a r� p N (DN-1p) EX15TN6 CO2 FILL BOX TO REMAIN PROTECT Fi+DM DAHAfiE. R13MWLD W OMRER.ALL ITEMS TO BE DISPOSED SHALL BE DISPOSED OF OFF-SITE AND RECUIRED BY TE CONTRACT DOCUMENTS,INCLUDIN&bit NOT LIMITED TO FUIr81N6, F — (j .i Si{ p <W IN AN E)PEDITIOUS MANOR. ELECTRICAL/INIAC WOIC _ `� (DN-II) PXI5TN6 BLIK OIL FILL BOX TO REMAIN PROTECT FROM DAMAGE ~ CN v ° ,N A (DN-12) EXISTN6r ROOF LADDER TO REMAIN.BEANIE!REINSTALL FOR INSTALLATbN OF NEMb. ROOFING CONTRACTC R TO FIELDIIISPEGT EXISTiTE NG ROOF FOR HEAR n6Hriess I IT. IF CONTRBYC ACTOR CUN1@RS MY HAZARDOUS MATERIALS DURAS DEMOUT10H OR A113-21.1 - 1104626 SIDING. PRCRPS DRAINAGE PR10R TO RID.CONTRACTOR SHALL BE RESPOfN.Till'A.E FOR FIELD COI£)TM)CTION HE SHALL IMMEDIATELY 5U5PPV YIOTaC t NOTIFY THE McDONALDS .3 Z DJ1 •'LJ VEIFICATIO OF EXISTING ROOF COIVITIOI AND FOR INGIAIN6 MY IE05555ARY REPAIR PRO,ECT MMMMRE E15 GRE FROCKING. CASTS IN ay. 13. ALL DEMOLITTON SHALL DE CARRIED CVT IN A SAFE MANNER 4 IN STRICT ACCORDANCE PITH OSHA RE6ULAT1OH5. DEMO ELEVAT10149 FREIHEIT 425.827.210 929 108th Avenue NE Suite 210 freiheitarch.com Bellevue,WA 98004 ARCHITECTURE 11/17/2018 18-279 McDonald's Tigard Main 18.650.070 Building and Site Design Standards 3.Windows • We have revised our design to include a net gain of glazing on the streetfront elevations.The west elevation is gaining 4 sqft with a storefront window,even though we prefer not to have a lot of windows in the drive thru,this will make it closer to the 60%requirement. On the north elevation we have added a 4th storefront window to our previous design of 3 storefront windows. This leaves us with a net gain of 3 sqft.Our windows incorporate a recess and trim. 4.Weather Protection • The north and west elevations both have canopies as applicable to the function of the site. In high traffic areas on the site there is a canopy that extend 4'into the walkway.The east and west also provide sufficient weather protection. 18.650-18 B. Cohesive architectural façade standards • The street front west facing(drive thru)elevation includes canopies and an accent metal band along parapet.This is consistent with the other buildings. The other street front elevation(north elevation) has the metal band,canopies,trellises, a tiled brand wall,and a nichiha cedar lapboard accent wall. 18.650-20 3. Roof Forms • We are using a parapet which is a suggested roof form per 18.650-20.3.a.i. • The parapet exceeds 12". 18.650-21 E.Assure building quality, permanence and durability • We are not using any of the prohibited materials.The majority of the façade will be finished with fiber cement lap board. Eli425827.210 929 108th Avenue NE Suite 210 freiheitarch.com Bellevue,WA 98004 ARCHITECTURE RECEIVE AUG 2 7 2018 CITY OF TiGARD AUGUST 21ST.2018 PLANNING/ENGINEERING Project Narrative: McDonald's Restaurant Remodel—12090 SW MAIN ST,TIGARD,OR 97223 Per 18.650.30 We are requesting track 1 for a Type I review process.We believe that our project,valued at 200,000, is a smaller project as it is just a facelift of the existing restaurant. The occupancy is A2 and the use is fast food restaurant.The construction type is V-B. None of these are changing. Our project is a refreshment of the exterior and interior finishes along with a modification of the roof from mansard to parapet. In addition to this we will ensure that the site and interior is accessibility compliant. The proposed project is a remodel of an existing McDonald's restaurant of 3,164 sq.ft. This will include an exterior modernization of the building's appearance. The modernization includes installation of new siding,with new paint colors, and a new storefront window and door at the entrance (Please see A2.0&A2.1 for color scheme). New building walls signs will replace the old. New accent walls of a charcoal tile with a wood appearance will be placed on the building to break up the facade intermittently per 18.650.05.2. The existing mansard roof will be cut back to allow for construction of new parapets. A new corrugated metal panel system at the parapets provides visual interest. New metal trellises and a metal fascia band break up the facade vertically and provide lighting and weather-protection at the doors.A new white illuminated canopy at the entrance and front facade will provide pedestrian-scale lighting and create a path leading to the main door.At the interior, a new order counter, new seating, and finishes will be provided at the dining area and restrooms. All set backs are existing to remain.The parapet roof will screen equipment better than the existing mansard per 18.650.050.3.A new pedestrian access route will be added to the site to allow access to main st.An accessibility analysis has been performed for this store. The site and public interior spaces will be upgraded to accessibility compliance as according to the Americans with Disabilities Act. On the site,the driveways and location of pedestrian access routes are to remain, as is the general flow of traffic through the parking lot.The drive-thru will receive new structures and new digital menu boards. aleff Matt Grinnell Permit& Entitlement Coordinator FREIHEIT Architecture 1425-827-2100 p* R * I * D * E DISPOSAL COMPANY P.O. Box 820 Sherwood, OR 97140 Phone: (503) 625-6177 Fax: (503) 625-6179 September 14, 2018 Matt Grinnell Permit& Entitlement Coordinator Freiheit Architecture 929 108th Ave NE Suite 210 Bellevue, WA 98004 Re: McDonald's 12090 SW Main St, Tigard, OR 97223 We have reviewed the site plan for the above mentioned project. The site plan shows 1 enclosure on the property measuring 20' deep and 20' wide, which allows for straight on access. The two parking spots on each side of the enclosure will need to be empty on service days in order for our truck to be able to open the doors of the enclosure and access the containers. The other details on the site plan are not shown. These requirements will need to be met to ensure our access: • No center post at the gate access point. • The gates need cane bolts and holes put in place for the gates to be locked in the open and closed position. The holes for the gates to be held open need to be at the full 120 degree opening angle. • There must be 25' of overhead clearance. If you have any questions, feel free to contact me. Sincerely, Kristen Tabscott Pride Disposal Co. (503) 625-6177 , r- t- _ 1 ,_4. _......_. 11777: i Hi ---"''''-I Ihrir i .li w. if:-. Y ,Int:::::-.7."" Z _ _ .... A Alb, mn... I � .�r.l,".iII:i�rrI ` 4.-:-.,-.--4-4 S '-"--�-�r-• T.RM. r....U...•..•rr . Yn�tirw, pili +..Yw�A Y..�i 1] - MSI. .MMMYr ' '� Y L.l. r.++ iI it .�.�..... . :u o^ • n 41 al 74": .'4.H-., , ' . 1 ,., - - - - — . - ,,- --.....:„....-,A .01 , .- in Mil � =X1•11.1. TRASH ENCLOSURE a II I .74) iM P•+ 111MI WIMPY /111;11/ ..rrrw -,.. 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IVA rai LEGEND ®r.v aur.r.aa.wr.A.a.wW7-"..•..•r.a. ...M.....m...r.w.um.. rN.....•u.T+:...gY.MfIV VrA1..rmw rar,tt,r:nog! • •rm•w..ra Y.wrr..,.r.M •.Mm..�. .r • p-----7;, , .- rwwrrrwRee wr•w •'rma.w.M ' ...ZewW �aw wrear' Mat mons mwwm N.....•soon.+.....s 12090 SV MMM Sf i UM www ow.mow OM oast.=mot wonesew.w•.wr w.r.rn.o....uwu. [Ire ITAIC raM.w...a r on.we - w•..0.0.41••roiw T1CARD OR(GZN . raw•. a 1 PIM*LS 4.4144, 0,114 OM VA SHINLTON `n n_ 1 m iw.r b ...rTN-Mt-4—4 k 9- ��1:. 0 SITE PLAN -�, 1 36-0041 04626 ,F'µ2 Lina Smith From: Lina Smith Sent: Tuesday, September 11, 2018 3:29 PM To: 'Matt Grinnell' Subject: Please revise submittal - McDonald's on Main St Attachments: Design standards to address.pdf; Comments on site plan.pdf Hi Matt, From a preliminary review of your proposal, it appears your submittal will need to be revised to meet our Downtown Design Standards. I've highlighted the design standards that apply to this project (starting on page 15 in the first document) —please go through and revise your submittal to meet this standards, or demonstrate how you're moving closer into conformance with them (for example, if you cannot meet the 60% ground floor window coverage standard, demonstrate how you'll end up with a net gain in window coverage from the existing conditions). Also make sure to include an applicant's statement/narrative that addresses how your revised proposal meets each standard. You don't need to send me hard copies of the revised documents; e-mail is fine. I also made a couple redlines on your site plan; please see attached. You'll also need to obtain approval from the garbage hauler, Pride Disposal for the new trash enclosure. Our contact person is Kristin Leichner (kristinl@pridedisposal.com). Please have her review your plans, and then e-mail me documentation of their approval. Let me know if you have any questions, Lina Lina Smith Assistant Planner City of Tigard I Community Development 13125 SW Hall Blvd.Tigard,OR 97223 E-mail: LinaCS@tigard-or.gov 1 Alkalic..... . . 4 sl 1451. r 9 IN6RE55 1 --.'e.'''.0 ' ' I ...0 W. .v--7 VI. • • F , =.1v- • ,. Nrim /\ 7, A 0 ,..----,-,---,-islur_, .-------- '-i0„,-c7.:7-.;-.,.)'...',...,..-:. '..• ',. .• '‘.-_-,---t.z. t . , ,- •,,,-,..:„.,-,..-a-;.-_; -...' 0 itTipiew.,•-. .:•• . .,...'i: c.-.3,:,,,•: ----r.,-,,, S .... , : 40y. .,,,,s-pif.t. toso oat .- .-:: •:;•.. •,.'....\-:',........4- i ct. . 1 et",/' .4,4i,-;,,..*i .....3.,„,•....,..,.:;...,„. ._.„;,agi t et,.. , ,,„ , „Ai iguro. A ilw 1111.-1 • • /// • ©l')C'-i -3 �. 1 A.. • T • • •a• • J .� ;`, "i :'i. '. .`- (_ 1 EXISTING McDONALD'S ' IL-4,71%. �, . ;t'9," R=51-0• - ,`•. :� .,4: ". - F_ ► RESTAURANT ..; / . -, ,,,,e ....y) .•,,::,4:...:.. ...,• . . \ 4z:3 iria .,.k.:ez.,,,vaii,-.4x4,44,7 ei,4. F � I. .#; _ 3,164 SF i�%:> ,•:, 4;,,, /e,9; 1 _ iii • . -N. ."`..," .,."I.,. .' ."•''.7..‘, .I -c. 15-.A ..... (..., „,,,, . ...... mop . f..,' 4, •''''— . ' .s.: •:,,• .:'.1. ' lip.. .11 ilk . ,,,....ii, _Arr 4451,,,,,.::.4:..a. \ ' ,. ' ' 'i '...'.: ::!..'...i::'....'" ;''' .------ 7":;-: 4 ...iireeizire., ,,li; \ W 1* , r :.,s A1_�Lsf: •'ASA ' ;�1 �r� 4. ,,jii)io :-If. ., i , ���...S tet+-.•••_• a. / a _/ FJ\ ' liar 901e -416-'.-.rili) IFA_ i ... • . 9i /.XISTINS 6RE55 Isco �• ., ,6rh7� _�' .��;:�.•. � � \y,4{3 'S, . ?F5 ,v.. =7' ,f ,... _• • /p.I. ��'S+ .ems. • .,:; fi..y%i __nn•� 'Pi. -., • .v• • *• o• .., fr. 400' -... ....• _01 ,:,., its:,. ... . .4. -..., .‘ . ..,..0117/ p \a 1 A CO ,r4P Aerial views show a 7th parking space here. Are you proposing to remove this parking space?Only 6 are shown on this site plan. Have you contacted Pride Disposal for approval of this new trash enclosure? Will they require the adjacent parking spaces to be removed or converted to a loading area for the garbage truck?