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MMD2013-00029 MMD2O13 - 00029 GREENWAY TOWN CENTER NOTICE OF TYPE I DECISION MINOR MODIFICATION (MMD) 2013-00029 GREENWAY TOWN CENTER T 1 G A RD 120 DAYS = 11/7/2013 SECTION I. APPLICATION SUMMARY FILE NAME: Greenway Town Center CASE NO.: Minor Modification (MMD) MMD2013-00029 PROPOSAL: The proposed application is to modify the existing site and building to accommodate a new anchor tenant in the Greenway Town Center. Improvements include: building facade modifications, upgraded public plazas, restriping and parking lot improvements including new trees,landscaping and lighting. APPLICANT: Regency Centers Craig Ramey 5335 Southwest Meadows Road,Suite 295 Lake Oswego, OR 97035 OWNER: Same as applicant LOCATIONS: 12220 SW Scholls Ferry Road WCTM 1 S134BC,Tax Lot 00300 ZONING DESIGNATION: C-G: General Commercial District. The C-G zoning district is designed to accommodate a full range of retail, office and civic uses with a City-wide and even regional trade area.A wide range of uses are permitted conditionally. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.360.060.0 SECTION II. DECISION Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED WITH CONDITIONS the above request. The findings and conclusions on which the decision is based are noted in Section IV. 1. Obtain a sign permit for all new signage. 2. Prior to final inspection, obtain a CWS storm water connection authorization. THIS APPROVAL SHALL BE VALID FOR 18 MONTHS FROM THE EFFECTIVE DATE OF THIS DECISION. SECTION III. BACKGROUND INFORMATION —a MMll2013-00029 GR1a:NW.IY TOWN CLN'lI{R Page 1 of 3 Site Information: The project is located at 12220 SW Scholls Ferry Road; south of SW Scholls Ferry Road, west of SW 1215`Avenue and east of SW North Dakota Street. The site, known as the Greenway Town Center, is approximately 7.6 acres and contains three commercial buildings and site improvements that include landscaping and associated parking lot. The entire site has 332 parking spaces. Proposal Description: The proposed application is to modify the existing site and building to accommodate a new anchor tenant in the Greenway Town Center. The applicant proposes the following: 1. Parking lot improvements include: minor repaving, restriping, upgrading parking space ADA requirements, replacing landscape islands, and installing new trees, landscaping, and lighting. 2. Beautification of public plazas, upgrades to meet ADA accessibility requirements and construction of an additional 512 square feet of covered seating area. 3. The existing sign pylons will be upgraded to match the retail center building facades. 4. Building facade improvements include: installing new canopy, accent lighting, cladding and architectural ("lanterns") features, new paint, and new roofing. The proposal includes an increase in building height from 24' 3/8"to 28'9.5",an increase of less than 20 percent. 5. New signage for the new anchor tenant. The new tenant is does not result in a change of use, therefore no additional parking is required. As demonstrated below,the site has sufficient parking for existing uses. Use Square Footage Parking Required Mixed Use Reduction Retail 71,867* 71.867 x 3.0 = 215.6 100% = 215.6 Eating& Drinking 13,408 (fast food) 13.408 x 7.0= 93.83 85% = 79.75 Establishments 4,395 (other) 4.395 x 9.0 = 39.55 70% = 27.68 Indoor Entertainment 2,295 2.295 x 4.3 = 9.86 60% = 5.91 Personal Services 1,750 1.75 x 2.5 = 4.37 60% = 2.62 TOTAL PARKING 332 REQUIRED: Includes the addition 512 square feet SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS MINOR MODIFICATION OF SITE DEVELOPMENT REVIEW: The proposed change in use requires a Minor Modification to approved plans or existing development. Section 18.360.060.0 states that a minor modification shall be approved, approved with conditions or denied following the Director's review and as follows: 1. The proposed development is in compliance with all applicable requirements of this title; and FINDING: Upon review of the proposal's plans and narrative, staff finds that the proposal complies with TDC 18.360.050 and TDC 17.765 as demonstrated above. The proposal is in compliance with all applicable requirements of this title. This includes but is not limited to building height, setbacks, and parking requirements. This criterion is met. MMD2073-00029 GRJ:1?NW .Y TOWN CENTER Page 2 of 3 2. The modification is not a major modification. FINDING: Staff finds that the changes listed in TDC18.360.050.B.1-11 are either satisfied or do not apply. Therefore, the proposed development is not a major modification. This criterion is met. CONCLUSION: The proposal is a minor modification of existing site development and is in compliance with the applicable requirements of this title. SECTION V. PROCEDURE AND APPEAL INFORMATION Notice: Notice was posted at City Hall and mailed to: X The applicant and owners X Affected government agencies Final Decision: A Minor Modification is a Type I procedure. As such, the Director's decision is final on the date it is mailed or otherwise provided to the applicant, whichever occurs first. The Director's decision may not be appealed locally and is the final decision of the City. THIS DECISION IS FINAL ON JULY 22, 2013. AND BECOMES EFFECTIVE ON JULY 23, 2013. Questions: If you have any questions, please call Agnes Kowacz at the City of Tigard Planning Division, Tigard City Hall, 13125 SW Hall Boulevard,Tigard, Oregon at (503) 639-4171. July 22.2013 APPROVED BY: Agnes Kowacz DATE Associate Planner 503-718-2427 agnesk(a,tigard-or.gov M MI)2013 00029 GRI:1:\1C'.11''OWN N CENI'I:R - Page 3 of 3 APPLICANT MATERIALS RECEIVED JUL 1 0 2013 II City of Tigard /^^A 1, CITY OF TIGARD Minor Modification — Type I e 11caton NG/ENGINEERING I� TIGARD �� GENERAL INFORMATION Property Address/Location(s): In addition, the Director must find that the proposed 12220 SW Seholls Ferry Road change is in compliance with all applicable requirements of Tax Map&Tax Lot#(s): Map: 1S134BC00300 Title 18 of the Tigard Development Code. To complete Tax Acct. No.:R983537 this review, the Applicant's proposal must include a Site Size: 323,810 (7.64 AC.) discussion indicating how the site expansion/change will Applicant*: Regency Centers continue to comply with the maximum setback, building height, parking, and landscaping standards. Other Address: 5335 Southwest Meadows Road, Suite 295 requirements of this title such as dear vision, solid waste City/State: Lake Oswego, OR Zip: 97035 storage, non-conforming situations, signs, and tree Primary Contact: Craig Ramey removal may also be applicable depending on the type and Phone: 503.603.4700 Fax: 503.624.0336 location of the proposed modifications. E-Mail: CraigRamey@RegencyCenters.com Property Owner/Deed Holder(s)*: (Attach list if more than one) Regency Centers REQUIRED SUBMITTAL ELEMENTS Address: 5335 SW Meadows Rd., Suite 295 Phone:503.603.4700 (Applications will not be accepted without the City/State: Lake Oswego, OR zip: 97035 following required submittal elements) *When the owner and the applicant are different people, the ® Application Form applicant must be the purchaser of record or a lessee in ® Owner's Signature/Written Authorization possession with written authorization from the owner or an ® Title Transfer Instrument or Deed agent of the owner. The owner(s) must sign this application ® Site Plan (4 Large Plans&One—Reduced to 81/2"x 11") in the space provided on the back of this form or submit a ® Applicant's Statement/Narrative(4 copies) written authorization with this application. ® Filing Fee $61 Minor Modifications: Minor Modifications are processed for permitted uses and conditional uses. To review a modification as a Minor Modification, the Director must first find that the expansion or change does not invoke one or more of the criteria discussed within Section 18.360.050(B) — Site Development FOR STAFF USE ONLY Review or Section 18.330.020(B)(2)—Conditional Use. If the mmai?)--if,X)0 modification exceeds the maximum allowed under any one or Case No.(s): more of the criteria, a Major Modification review is required. Major Modifications are processed in the same manner as a Other Case No.(s): new Site Development Review or Conditional Use Permit. Receipt No.: IG12ll,Q 1, 1012110 2- Applicant's Statement: Date: /lei!13 The applicant's statement must include a summary of the proposed changes. Criteria in either 18.360.050(B) or Application Accepted By: A4. 18.330.020(B)(2) must be addressed with a detailed response Date Determined Complete: `1`I� to each criterion. Failure to provide the information needed as ea: 7/02 to process the application would be reason to consider an t:�""t�°�""°""�m"a�x >K�ti��m�o� dnno� .aax pplication incomplete and delay review of the proposal. City of Tigard I 13125 SW Hall Blvd.,Tigard,OR 97223 I 503-718-2421 I www.tigard-or.gov I Page 1 of 2 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 the above statements and the statements in the site 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 any such statements are false. • The applicant has read the entire contents of the application, including the policies and criteria, and understands the requirements for approving or denying the application. SIGNATURES of each owner of the subject property. DATED this 66 l day of ,20 /5 Owlet Ole- ' EN WRY 'T 4UN erwrEk own fl s igna - H. 161 ', i E', 6VP Owner's Signature Owner's Signature Owner's Signature Owner's Signature Owner's Signature City of Tigard I 13125 SW Hall Blvd.,Tigard,OR 97223 I 503-718-2421 I www.tigard-or.gov I Page 2 of 2 CITY OF TIGARD RECEIPT q _ • 13125 SW Hall Blvd.,Tigard OR 97223 503.639.4171 TIGARD Receipt Number: 192161 - 07109/2013 CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID MMD2013-00029 Minor Modification to an Approved Plan 100-0000-43116 $567.00 Total: $567.00 PAYMENT METHOD CHECK# CC AUTH.CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Check 00002605 AKOWACZ 07/09/2013 $627.00 Payor: Regency Centers Total Payments: $627.00 Balance Due: $24.00 Page 1 of 1 1111 CITY OF TIGARD RECEIPT _ 13125 SW Hall Blvd.,Tigard OR 97223 503.639.4171 TIGARD Receipt Number: 192162 - 07/09/2013 CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID MMD2013-00029 Minor Modification to an Approved Plan- 100-0000-43117 $24.00 LRP Total: $24.00 PAYMENT METHOD CHECK# CC AUTH.CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Check 00002606 AKOWACZ 07/09/2013 $24.00 Payor: Regency Centers Total Payments: $24.00 Balance Due: $0.00 Page 1 of 1 Washington County,Oregon 2006-025678 3 03103/2006 03:35:03 PM ON Cnts2 it ell 0 HOFFMAN $340.00$5,00 WOO$11.00•Total a$302.00 � � 111 II I11 I ill II �l 00818956200600256780680684 er Jury Hanson,o naor of A most and Tinty UPON RECORDATION RETURN TO: and Es-Officio County Clerk for Washington county, Oregon,do hereby certify that the within Instrument of r ♦ riling was received and recorded In the book of records of maid county. 1ll Return to: ++P4^*°^ tO Jerry R Hanson,Director and Taxation, LandAmerica Financial Group,Inc. Eo.Ofttcle County Chit Attn: Denny White 06.001075 1015 15th Street,N.W.,Suite 300 I. Washington,D.C. 20005 FW OR-GREENWAY TOWN CENTER,LLC, as trustor (Borrower) to N, a- LAWYERS TITLE INSURANCE CORPORATION, as trustee FJI (Trustee) • for the benefit of � Q L` n WACHOVIA BANK, NATIONAL ASSOCIATION, as beneficiary 2 (Lender) 0 • U DEED OF TRUST AND SECURITY AGREEMENT This document serves as a Fixture Filing under the Uniform Commercial Code. Dated as of March 1, 2006 The name and address of the entity holding a lien or other interest created by this instrument is Wachovia Bank, National Association Commercial Real Estate Services, 8739 Research Drive URP—4, NC 1075, Charlotte, North Carolina 28262 The tax account number(s) of the property subject to the lien of this Deed of Trust: R983537 NCLIl3 1 323033.4 • THIS DEED OF TRUST AND SECURITY AGREEMENT (the "Security Instrument") is made as of the is' day of March, 2006, by FW OR-GREENWAY TOWN CENTER, LLC, a Delaware limited liability company, having its principal place of business at c/o Regency Centers, L.P., 121 West Forsyth Street, Suite 200, Jacksonville, Florida 32202, as trustor ("Borrower"), to LAWYERS TITLE INSURANCE CORPORATION, a Virginia corporation, having an address at 1120 NW Couch Street, Suite 500, Portland, Oregon 97209, as trustee ("Trustee"), for the benefit of WACHOVIA BANK, NATIONAL ASSOCIATION, a national banking association, as beneficiary, having an address at Commercial Real Estate Services, 8739 Research Drive URP — 4, NC 1075, Charlotte, North Carolina 28262, as beneficiary (together with its successors and/or assigns, "Lender"). RECITALS: Borrower by its promissory note of even date herewith given to Lender is indebted to Lender in the principal sum of TEN MILLION THREE HUNDRED SEVENTY FIVE THOUSAND AND NO/100 DOLLARS ($10,375,000.00) in lawful money of the United States of America (the note together with all extensions, renewals, modifications, substitutions and amendments thereof shall collectively be referred to as the "Note"); with interest from the date thereof at the rates set forth in the Note, principal and interest to be payable in accordance with the terms and conditions provided in the Note. Borrower desires to secure the payment of the Debt (as defined in Article 2) and the performance of all of its obligations under the Note and the Other Obligations (as defined in Article 2) and also to secure payment of the indebtedness described in Article 24. The total principal amount of all such indebtedness (including, without limitation, the Note) is $213,000,000.00 and the final maturity date of all such indebtedness is March 16,2016. ARTICLE 1 GRANTS OF SECURITY Section 1.1 PROPERTY CONVEYED. Borrower does hereby irrevocably, grant, bargain, sell, pledge, assign, warrant, transfer and convey to Trustee and its successors and assigns in trust, with power of sale and right of entry and possession and grant a security interest to Trustee and, with respect to the personal property described below. Lender, in all of Borrower's right, title and interest in and to the following property, rights, interests and estates now owned, or hereafter acquired by Borrower (the "Property"): (a) the real property described in Exhibit A attached hereto and made a part hereof(the "Land"); (b) all additional lands, estates and development rights hereafter acquired by Borrower for use in connection with the Land and the development of the Land and all additional lands and estates therein which may, from time to time, by supplemental mortgage or otherwise be expressly made subject to the lien of this Security Instrument; (c) the buildings, structures, fixtures, additions, enlargements, extensions, modifications, repairs, replacements and improvements now or hereafter erected or located on the Land (the"Improvements"); (d) all easements, rights of way or use, rights, strips and gores of land, streets, ways, alleys, passages, sewer rights, water, water courses, water rights and powers, MEMO RECEiVED GBD JUL 10 2013 CITY OF TIGARD to: CITY OF TIGARD: TYPE 1 MINOR MODIFICATION APPLICATION ANNwGr:NUINEERING date: 09 JULY 2013 project: GREENWAY TOWN CENTER from: MATTHEW BRAY, GBO ARCHITECTS On Be.half fof Craig Raney, Regency Centers GREENWAY TOWN CENTER: Address: 12220 SW Scholls Ferry Road Zone: C-G: General Commercial District(PD) Use: No Change (Commercial- Market(Anchor Tenant)-All Other:Retail/Restaurant) 18.360.050.8 EVALUATION CRITERIA The.fallowing is the required narrative outlining the rationale for the proposed modification addressing the changes listed in Section 18.360.050.B.: 1.AN INCREASE IN DWELLING UNIT DENSITY,OR LOT COVERAGE FOR RESIDENTIAL DEVELOPMENT; Not Applicable. Application does not include Residential development. 2.A CHANGE IN THE RATIO OR NUMBER OF DIFFERENT TYPES OF DWELLING UNITS; Not Applicable. Application does not include Residential development. 3.A CHANGE THAT REQUIRES ADDITIONAL ON-SITE PARKING IN ACCORDANCE WITH CHAPTER 18.765; Not Applicable.No Change. Exterior modifications to Anchor Tenant proposed are for same use:Commercial (Grocer). New striping is required over new parking area seal coat application. Stall quantity(334 stalls)to be consistent with current parking layout. Parking required is consistent with current codes(Per recently adopted DCA 2013- 00001-May 14, 2013 for 0/1=Street Parking). See attached parking summary by Tenant/use. Per current codes, the proposed potential Covered Outdoor Seating area can be up to 4,400 sf.Actual new proposed covered Seating area is 512 SF.)Refer to Section 6 (Binder). 4.A CHANGE IN THE TYPE OF COMMERCIAL OR INDUSTRIAL STRUCTURES AS DEFINED BY THE UNIFORM BUILDING CODE; Not Applicable.No Change. Exterior mod/ications to Anchor Tenant proposed are far same use:Commercial(Grocer)-M Occupancy. ARCHITECTURE SPACE PLANNING INTERIOR DESIGN ?�1_:.%,. 20`1' :_•k,0-. ■ittlf�. '.7 F!97;),>) 1.-I,�"��I � ... �' r •� . '.1:.•:1 n�hill.•_..:rn MEMO G B D 5.AN INCREASE IN THE HEIGHT OF THE BUILDING(S)BY MORE THAN 20%; NUMBER OF STORIES: ONE STORY HEIGHT(EXISTING): 24'-0 3/8" HEIGHT(MAXIMUM): 28'-10" (24.03125 feet X .20=28.8375 feet= 28'-10") HEIGHT(PROPOSED): 28'-9 1/2" Modifications to the existing building height include a new anchor tenant Main Entry feature along the front(North) facade as well as overall parapet height increases limited to the new anchor tenant area to accommodate for new roofing(5" new insulation + 'h"protection board above the existing roof sheathing) to better address waterproofing details and current building energy codes. Additionally, five (5) new architectural features (lanterns)will extend approximately 12 inches above the existing parapet to articulate the facade along the balance of the retail center along the North and East facade. 6. CHANGES IN THE TYPE/LOCATION OF ACCESSWAYS AND PARKING AREAS WHERE OFF-SITE TRAFFIC WOULD BE AFFECTED; Not Applicable.No changes to the existing site accessways or curb cuts off SW Scho//s Ferry Road are proposed. All current access and vehicular circulation will be maintained. 7. INCREASE IN VEHICULAR TRAFFIC TO/FROM SITE(EXCEEDING 100 VEHICLES PER DAY); Not Applicable.No increase in vehicular tralf is to or.f iom the site is anticipated. Modifications proposed are predominately cosmetic with limited site work. New tenant proposed in the existing is the same use therefore no additional vehicular traffic to/from the site by 100 vehicles per day is anticipated. 8.INCREASE IN FLOOR AREA PROPOSED FOR NONRESIDENTIAL USE BY MORE THAN 10%(EXCLUDING EXPANSIONS UNDER 5,000 SF); BUILDING AREA: GROUND FLOOR(EXISTING): 37,916 GSF MEZZANINE(EXISTING-OFFICE): + 1,834 GSF MEZZANINE(EXISTING-MECHANICAL). + 974 GSF TOTAL AREA: 40,724 GSF" OUTDOOR SEATING AREA: 1,494 NSF (512 GSF(COVERED))" " No increase in floorarea is proposed. "" The new(covered)outdoor seating with perimeter landscaped areas modifies an existing, currently underutilized, common public Plaza area. ARCHITECTURE SPACE PLANNING INTERIOR DESIGN ,B r)A•r • ¢! ., --l i r ara OR ni.r T.,. .h �=�). . '�;^f. ...:.+�1C'.1.i-;. . .i MEMO BBD 9. 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%; Not Applicable.No reductions to Common Open space are proposed. The new(covered) outdoor seating with perimeter landscaped areas modifies a portion of an existing, currently underutilized,common public Plaza area. Refer to Civil and Landscape plans. 10. REDUCTION OF PROJECT AMENITIES BELOW THE MINIMUM ESTABLISHED BY THIS CODE OR BY MORE THAN 10%WHERE SPECIFIED IN THE SITE PLAN: Not Applicable.No reductions to project amenities are proposed. The new(covered) outdoor seating with perimeter landscaped areas modifies a portion of an existing, currently underutilized,common public Plaza area.Refer to Civil and Landscape plans. 11. MODIFICATION TO THE CONDITIONS IMPOSED AT THE TIME OF SITE DEVELOPMENT REVIEW APPROVAL WHICH ARE NOT THE SUBJECT OF SUBSECTIONS B.1 THROUGH 10 ABOVE OF THIS SECTION. Not Applicable. The proposal does not modify conditions imposed at the time of site development review approval which are not subject to B1 through 10 above of this subsection. ARCHITECTURE SPACE PLANNING INTERIOR DESIGN MEMO GBD GREENWAY TOWN CENTER: SCOPE OF WORK SITE • Limited to minor repaving located at the current handicap accessible parking stalls as required to address current ADA code compliance. • Existing concrete plazas along the existing tenant storefronts will also be repaved in order to facilitate the facade improvements and to address ADA code compliance. • Extension of existing loading dock at the South(Anchor Tenant) and new concrete apron, small building canopy extension and guardrail. • The concrete plaza east of the existing Thriftway store will be improved to provide a level outdoor seating area that will be partially screened from the parking area by a low planter wall and new landscaping areas. • 3 existing trees will need to be removed to accommodate the new outdoor seating area • The Plaza directly in front of the entrance to the existing Dollar Tree will be improved to include an accessible ramp and stairs as well as two raised planter beds. In front of the existing McMenamins, a similar low planter wall will be installed to level and screen the current outdoor seating area. • Existing parking lot islands: Overgrown/deteriorated landscaping in the existing parking lot islands will be removed and replaced. (The basic landscape planting material and irrigation in the islands along the frontage will also be removed and upgraded.) • Existing parking lot islands: Concrete curbs are deteriorated and will be replaced. • Existing parking area lighting is currently measured at an average 1-2 Fc (footcandles). Lighting improvements are proposed to increase light levels at the parking area(using existing light fixture pole locations) to an average of 4 Fc. • Modifications to the existing sign pylons will provide new cladding materials to complement the new cladding on the retail center buildings.Updated sign copy will be provided to address new anchor Tenant. Signage to be applied for under separate permit. BUILDING- NEW TENANT EXTERIOR IMPROVEMENTS • New Tenant exterior modifications will replace existing storefront at the north facade as well as add storefront at the east facade to provide access to a new outdoor seating area. • Existing wood-framed canopies and soffits will be removed and replaced with new steel canopies and support columns. New canopy elevations will align with existing canopies/soffits to maintain the continuity and complement the existing elevation datums on the overall retail center. • New exterior(accent) lighting will be provided at the public face of the existing pilasters. • New exterior cladding material to be provided above storefront at north elevation. ARCHITECTURE SPACE PLANNING INTERIOR DESIGN MEMO GBD BUILDING- NEW TENANT EXTERIOR IMPROVEMENTS CONT. • New anchor tenant signs will be provided (proposed locations illustrated on exhibits). Signage to be applied for under separate permit. • Roof: to improve energy efficiency and maintenance, a new roof including insulation above the roof deck, protection board and new membrane is proposed. Roof drainage is proposed to remain consistent with existing(sloping north to south). Currently, only a small curb currently exists along the north building edge. Existing roof parapets are minimal along the north,east and west elevations and will necessitate new curbs to accommodate new insulation thickness,cant strips, membrane and coping. Increased parapet height will be limited to Anchor Tenant location,but are below the 20% maximum increased building height limitation. • A new Entry feature is proposed for the new anchor Tenant. Roof drainage of the new Entry feature will slope to the existing roof area to the south to minimize exposed downspouts at the facade.The new Entry element extends beyond the existing parapet height,but is below the 20% maximum increased building height limitation. BUILDING- RETAIL CENTER EXTERIOR IMPROVEMENTS Retail Center building improvements proposed are cosmetic and proposed to refresh the existing building facade as well as increase visibility to the Retail Center from SW Scholls Ferry Road: • New cladding materials are proposed at all existing fascia.Existing Tenant signage will be replaced over new cladding. • The building and coping is to be cleaned and painted throughout. • New exterior(accent)lighting will be provided at the public face of the existing pilasters. • (5) new architectural features ("lanterns")are proposed at existing roof depression areas and are proposed to be a painted steel frame with slatted cladding. New lighting will be provided internally creating a glowing feature in evening hours.Additionally, the additive element complements and helps amplify the Anchor Tenant Entry. Refer to sheet 4202-Section 7. ARCHITECTURE SPACE PLANNING INTERIOR DESIGN RD;t„n , . �, �� i� n i'e7�1 �''�C ., .. ��,e! ;t 5�_ „ arL,l P, .0; .((i<, 1.1 ,'i",,' ... ;t 1..,. • Agnes Kowacz From: Seth GaRey <Seth.GaRey @cardno.com> Sent: Monday, July 22, 2013 12:55 PM To: Agnes Kowacz Cc: Pat Gaynor; Matthew Bray (Matthew @gbdarchitects.com) Subject: Greenway Town Center - Tree Species Hi Agnes, I've reviewed our tree selection with Pat Gaynor our Landscape Architect and below is our summary. As you will see, all street trees and parking lot trees are from City lists and have been selected for valid reasons. The trees that are not on City lists are used in plaza spaces or immediately adjacent to building canopies that preclude the use of larger trees. Armstrong Red Maple On City "Columnar Tree" Table. We have proposed this to be used along the street frontage. This matches the existing trees on the frontage and its columnar attribute works with the adjacent power lines Red Maple-Pacific Sunset We are proposing this is a Red Maple variety to be used in the parking lot islands. Red Maple is on the City "Parking Lot Tree" Table. Honeylocust — Shademaster This tree is on the City "Street Tree-Large Stature Tree" Table. In this redevelopment situation. this tree is better suited to flourish in the existing narrow landscape islands than trees on the parking lot list and still provide a large canopy. Shore Pine This tree is located adjacent to the proposed Whole Foods plaza not in the parking lot. Columnar European Hornbeam This decorative tree is proposed to be used in plaza spaces and adjacent to building canopies where larger trees will not be suitable. Coral Bark Maple This decorative tree is proposed to be used in plaza spaces only. Please let us know if these trees will be acceptable or if the city will require any substitutions. Thank you, Seth GaRey, PE PROJE::T tvMANAGE CARDNO (alr Cardno Shaping the Future Phone (+1) 503-419-2500 Fax(+1) 503-419-2600 Direct(+1) 503-419-2566 Mobile(+1)503-915-8028 Address 5415 SW Westgate Drive, Suite 100 Portland. OR 97221 Email seth.garev @cardno.com Web www.cardno.com This email and its attachments may contain confidential and/or privileged information for the sole use of the intended recipient(s) AU electronically supplied data must be checked against an applicable hardcopy version which shall be the only document for which Cardno warrants accuracy If you are not the intended recipient,any use.distribution or copying of the information contained in this email and its attachments is strictly prohibited. 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I I iii 8 i R I ; i ' III � kil 111 1 1 ii 4 i i ! i i I i I 1 1 . liiilli 141 ; i 1 i 11 i e PERMIT SET - � '\ mu °m`""'°" ' ' EXISITNG CONDITIONS (I) Caro/no fi C? 1 y _ __�1 GREENWAY TOWN CENTER the Future PCRTLAND O i �' REGENCY CENTERS (1111)419•2909 FAX 9j4 «R i i I TIGARD,OREGON :R.. .`.r y _ . .4 •c :• • 1 4 .. 1- I .4 • • •r ' ' ...`r , {.- t �. ;. ..� — tiaes� T` . Syi. • - - _- 4' 41 . _. _ . , _ . __ _ _ _ . .. ...,.._:. , .,,L7,., Li..... ...._., .. _ ., , . .. n ....._ L.. _ . . NvEals________„..46-.34-Na.- -f--..-- -- -- -..-----L- ------7 '.-i''- • . - , - ` w'. - - .--..-.'- • J key' _..- rr' i 't ' _ _ ' -. - -_is s. 11_1.1117' .14 '-g• . 1111 ` i' —yam e■ �l: 4� FY QQ I^ ] ar r�.._ . ii„ i 51 + fti ...# 4...1L. _________________ _ ._. . _._ • . Allill PROJECT OATS CLIENT PREPRRED B1 GREENWAY TOWN CENTER 09 JULY 2013 Regency 1EXQSTll ff E BD ARCHITECTS TIGARD, DR Centers. TYPE 1 APPLICATION ti ,s, , , ,,-411, i -:..- 0---6' -- - __ - - ,. 1! —! .. or-i---- _..,,..„ .„...___.4...r. .....::: _ • r 4. ....ik • - - Iv;(14) ‘. k i -.' ' ....,..*;J: ____ ______, -------- --- ----------- . =-----------_ -r--- - ----- --. - l'‘W - - . ----,----,, ,,- -----------...........7: rrrrr _ -- �'" ' 'rill IJ1J!.! ii I I ;b`y �i �u�� r" 'T nt dfl- •• T Y ` i1� { L. . .. _ u r9+, + _, - .:�� — eta. �� • 1 `. Fr �, h gli 1 . ( (-.\) L\: 1 Q.1. 1 il ' ' • J1 ..1.1ki I 1111.11111 "IliPr • PROJECT I!AI t CLIENT PREPARED BY 0 GREENWAY TOWN CENTER 09 JULY 2013 Regency PRO POSED GBD ARCHITECTS TIGARD, OR Centers. TYPE 1 APPLICATION iii,.„: __ ; i __ _ . .. .10.10%,„, __ y r } ^a 4_ - _ yl :_l.:-.2.-- .!:_.• s --M1 `;-,3.7' k D ,} - _•� - - sue- "r .. T "� �+ -... -_ _64 } ... -.i �w +ter• )!a la ma 11 qx - __ ._ - _ Vii e! ` ;� -rillii, , 1111111111 1111111111111 • — ''I 4111 IIIIIIIIII t,: . _. • ,„. , . f 70:11, s,r • .. RAM .1.l. 5:-..!INi;di 1 .1 1177 :',./zzior s. ._ ' z i! --AZ " o ' iiiIIIIIIIMme 4t. • "-"r1..-..r ---c.-- .... , . ....._. : , ,,.0- 41:, . i _ 0,... , Or 0 i /■, ''.47.' .4.' • ,-'3- ip• -'1.: 1°..1411- "lr':4:4-1'•11:47-:'4-P .'s-I-I-.1-...:-::. ri_.. .., ....,,.... c„,,. ,,,. .... . . .. Ai. _ .. 4-.'mg, . . '%' • .•, IC 1191411111"1111) Niumas r OP O • N. w . PROJECT ['AII CLIENT PREPARED BY GREENWAY TOWN CENTER 09 JULY 2013 Regency PROPOSED GBH ARCHITECTS TIGARD, OR Centers. a TYPE 1 APPLICATION (jr, Cardno GREENWAY SHOPPING CENTER PARKIN( , STUDY - PER PROPOSED TIGARD CODE AMENDMENT Shaping the Future Regency Centers Prepared by: Thatch Moyle Date: April 4, 2013 PROPOSED CODE AMEND. PROPOSED CODE AMEND. MIXED USE CURRENT CODE PARKING CURRENT CODE REDUCTION UNIT TENANT USE SF REQUIRED PARKING REDUCTION ALLOWANCE REQUIRED ALLOWANCE 12150 HAVA JAVA FAST FOOL ) 100 0.6 0.5 1.0 0.9 12220 LAMB'S THRIFTWAY GENERAL RE I AIL 37,500 112.5 112.5 138.8 138.8 12230 RITE AID GENERAL RE I AIL 17,000 51.0 51.0 62.9 62.9 12244 DOLLAR TREE GENERAL RE L AIL 12,000 36.0 36.0 44.4 44.4 - - 12260 CLASSY NAILS PERSONAL SER VICE 1,750 4.4 2.6 4.4 3.5 --� w; _ =12264 SNAP FITNESS INDOOR ENTERTA: INMENT 2,295 9.9 5.9 9.9 7.9 `- - --- -r:=_,- 12266 DOTTY'S DELI FAST FOOT ) 3,105 18.6 15.8 30.7 27.7 2 „ --„ -- 12272 GREENWAY PUB RESTAURANT- SI1 DOWN 4,395 35.2 24.6 67.2 53.8 _ .- "`! 12280 LITTLE CAESARS FAST FOOT ) 2,100 12.6 10.7 20.8 18.7 12282 BOARDWALK BURGERS FAST FOOI ) 2,025 12.2 10.3 20.0 18.0 States POS � 12286 BAJA FRESH FAST FOOT ) 4,947 29.7 25.2 49.0 44.1 led 12288 COLD STONE CREAMERY FAST FOOF ) 1,128 6.8 5.8 11.2 10.1 12262 VACANT GENERAL RE AIL 1,750 5.3 5.3 6.5 6.5 12268 VACANT GENERAL RE-11 -AIL 3,105 9.3 9.3 11.5 11.5 TBD COVERED SEATIN G AREA 4,400 - - --1 TOTAL PARKING REQUIRED 343.9 I 315.6 I 478.2 448.6 Parking Standard Information Used GENERAL RETAIL COMMERCIAL _ w RESTAURANT- SALES ORIENTED PERSONAL SERVICES RESTAURANT-SI I DOWN FAST FOOD INDOOR ENTERTAINMENT . , 3/1,000 SF 2.5/1,000 SF 8/1,000 SF - - 6/1,000 SF 4.3/1,000 SF PROPOSED PARKING STANDARD 3.7/1,000 SF 2.5/1,000 SF 15.3/1,000 --,F 9.9/1,000 SF 4.3/1,000 EXISTING PARKING STD STD i.-;-rii R NOTES: iii................i........___............................ Parking based on gross floor area Parking in mixed-use projects allows for reduced parking based on the prin nary, secondary and subsequent uses. Primary determined by use with largest proportion of total floor area. Primary-- 100%of min vehicle parking Secondary-- 85%of min vehicle parking Tertiary-- 70%of min vehicle parking All other uses-- 60%of vehicle parking Parking spaces in the public street shall not be eligible as fulfilling any part of the parking requirement except for religious institutions The Director may reduce the total required off-street vehicle parking space .s by a total up to 20% by means of a parking adjustment reviewed through a Type II procedure PREPARED BY GBD ARCHITECTS x=!y S -�b a r 01:0 •ma: ! iismompui._..... .,........„„,__\i , .....,.....,........ .7\ IZ. ....... „......1% I I__r...■. --- .1...___L.ji.17---'- .1. ____,_ ,1„._„_.,_ ,______ . . • 1 I 0 li • . 411 \t 111 i�'� ' �,, / .4; I �_ y_ z . • ' .' 6 I F.-7- 41 7, 11,46 ,,-t . 4 I a+' 1� �� 1 I1 _ t+e 1 S.'' ja a :.-/ i _ I r. 4 y' .`3 _ .* .. .R.fr a 1. . y ¢�' �, , Vii. II ' `. ., ref`! _ - -z., . -'- �� • ` - _ i \•fil e ' ''7,1& 'I.- .k..:1 4r r , ' ,,Y � 3 .: :... S ` , ti -G �I'�. it --„- __a...6-• .011016, 11 PROJECT DATE CLIENT PREPARED BY TIGARD, OR GREENWAY TOWN CENTER 09 JULY 2013 Regency PROPOSED 03 GBD ARCHITECTS Centers. TYPE 1 APPLICATION GBD PROJECT NO 20136090 GMP PRICING SET 02 JULY 2013 GREENWAY TOWN CENTER 1 2 2 2 0 SW SCROLLS FERRY ROAD TIGARD, OREGON CITY OF TIGARD Approved.... .._. [ ] Conditionally Approved. ,_ For only the yr��s described In: ca+racrs I PERMIT NO IJ MD D13-0 2P1 1 I I cover ycrat I I NENTECT 1 1 snu,u►L Bowel 1 I cm_mom.!7NpCAPE Manecr I See Letter to: Follow. [ ] R0ce6cY OnRe n�.oncola,e,n7a� GRpAlC11ICIS.kfpbgadp N.RC«..IrnB,d,,... c/swO IWO ...[ ], 6115 SlkAlrw�RIkM76bw7 Raot1.7W�2117 1/214 �..,.� , �° d�: 5. �..SA*,� Attach._-- Lake On..p.OR/,037 than.: 703/715� vna,c SO6ra2H676 � 506)2 4263 156 ,.: SOS/.IF2703 o ' .dress: - -� �a .s.•. 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IN O ' 1...r ::::::::::::: '::::::: 1: :■:■■■■11:1:: ■■ • ■■■■■■■■■■■.■ ■■■■... ■. ■■■■■■■■■■■■■ ■■ - 'r ■■■■■■■■■■■■■ ■■■■■■■ ■■ ■■■■■■■■■■■■■ ■■ \\ `\I®�1� ••••••••••••• ■■■em ■■ ■■••••••••••• ■■ o 1111 EI I1 ;' I ills i IIII 1 1 I ; ' Ili ' 0 � 1 1 III I0 °.r r.c.m.n m ax.ni3 g � GREENWAY TOWN CENTER .� PREPARED FOR: P I t REGENCY CENTERS K" TIGARD, OREGON 1 x�� : � `��i INDEX OF SHEETS _ _ __ ._ _.__ r CO.0 COVER SHEET SW8d 5 �� C1.0 DEISTING CONDITIONS PLAN 1!� C1.1 SITE PLTION PLAN _ __ � -* I'� ' Q r f �� C2.0 517E PLAN —� tY I C3.1 SITE DIMENSION PLAN R 1 r C3.0 GRADING PLAN-NORTH `r.II •ter'. 4? {5•. I �/ C3.I GRADING PLAN-SOUTH � � "" �>`. - �f\. !i �„ ;r' I - C3.2 EROSION CONTROL PLAN I{t', AL ANT - ' ' . .� i Il IIPAw �' ' C3.3 EROSION CONTROL DEtAIIS ► t 4 C4.0 UTILITY PLAN I` ' * _I �, • i h� C! �♦ C5.0 517E DETAILS 11. .5,.. s.Nr f` 20'44 O:"4". i ''� W ;t� �1 11 ''r C$.1 UTILITY DETAILS I ,I r , ...'4`.� -J • `�.� i i ~ -----� `. C5.2 UTILITY DETAILS II ( ` ' i r R`` Z - L1.0 LANDSCAPE PLAN7•ING PLAN 1? !I` ;�� ` .� � ��ll� L1.1 LANDSCAPE DETAILS AND NOTES 11 1 ii.— t / 4 i �1 y., ;. �� iql� OUSTING ..` s VICINIJYMAP �� 1 1(' `_ / ;C. . L=« .�,,r . A.....E ,.:,.v ,..,A. ,w 91 .4. .. W < C..) S k. _ >- w 1 i,: . EJOSTINO RETAIL PROPOSED WHOLE rOCOS Is , y () W W W d to .:,.yw-.wa....,uvs�,Tnxy._..._ d F,_. .. - 'r„� ..,, „.:1 i W cam') r--?r—f �-�'—n --'rr— 'n tr--'•Efi-••--1�7L�� I ._ sere 13 Ii` 1 1 SITE INFORMATION I BASIS OF BEARINGS VERTICAL DATUM SITE DATA OREGON UTILITY 1 NOTIFICATION CENTER LOCATED ON THE SOUTH SIDE OF SW SCHOLLS FERRY RD. 1 BASIS OF BEAPoNG WAS DERIVED FROM THE FOUND AND ELEVATION DATUM.CITY OF TIGARD INGYO 291 TOTAL.SITE AREA 7.64 ACRES , k (STATE HWY 210) I HELD MONUMENT MAI ONG THE SOUTHERLY BOUNIDARY BENCHM RK 2'BRASS D M 14 MON.BOX l D IAl.OMSruRNEO AREA 0.86 ACRES I-800.332.2344 ` LOCATED IN SECTION 34,TOWNSHIP 1 SOUTH.RANGE 1 WEST. OF THE 6UBJECi PROPERTY.BE84G N1N3227•E PER BEING SECTION CON 27 f 28199!34 I N^ —— — — —— — l[}l[}F WBlANETTE MERIDUW,CRY OF BEAVERTON,WASHINGTON I DEED AND 9N 21,833. LOCA710N:INTERSECTION OF SW CONESTOGA DR 1 ill ti COUNTY.OREGON AND SW 125TH AVE. ,. - - —__--_-- -� ELEVATION:240.87 FEET .. oLp ------:- ___ .. '-T_.^ -'”"` -- _ - A7TEMION:OREGON LAW REQUIRES YOU TO F(7LLOW RULE8 ADOPTED BY THE d OREGON UTILITY NOTIFICATION CENTER.THOSE RULES ARE SET FORTH W OAR .._ 962-001-0010 THROUGH OAR 98.001-0 090.YOU MAY OBTAIN COPIES OF T/E RIAMS EY CALLING THE CEN TEA(NOTE:THE TELEPHONE NI/N1ER FOR THE OREGON UTILITY �_ NOTIFICATION CENTER IS(500)232.1997). r /S A Pi PROJECT TEAM sFrXC GA�� DPR4TION EATT 08/3911 OWNER CONTRACTOR CIVIL ENGINEER SURVEYOR ARCHITECT GEOTECHNICAL ENGINEER -- REGENCY CENTERS JR ABBOTT CARDNO CARDNO G80 ARCHITECTS INCORPORATED G600ESION INC. BATE b1 WII ArTN:CRAIG RAMEY ATTIC ANDY SPRAGUE ATTN:SETH GAREY ATTN:ERIC LYNCH ATTN:MATTHEW BRAY ATTN:JUUO VELA DRNMI I 5335 SW MEADOWS,SUITE 297 907 SE HAWTHOR NE AVENUE,SUITE 150 6415 SW WESTGATE DR.BUITE 100 5410 BW WESTGATE DR.SUITE 100 1120 N W COUCH ST.,SUITE 900 13873 SW SEQUOIA PKWY,SUITE 100 DEWED 1 44)1 LAKE OSWEGO.OR 97533 VANCOUVER,WA 99080 PORTLAND,OR 97221 PORTLAND,OR 97221 PORTLAND,CR 97219 PORT ).OR 97224 �— 0E046O I KM PHONE:(503)603-4728 PHONE(369)6B7.2a1B PHONE:(501)419,2800 PHONE.1603)419-25D0 PHONE:(503)224+9874 PHONE.1503)9084787 `LU NEECTA 171303210 V f 01EE11515 I- COVER 5HE9T MATH LU 00.0 W ---. ___ a LAME OAE! •- . 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''I g ; It m . f I R I 11 nib it i 111 g A PERMIT SET = 1 y p ,Q N li;l DATE DESCRIPTION { BY EXISITNG CONDITIONS A +j�5 R, L� Caren �? y H GREENWAY TOWN CENTER Shaping the Future CO ig5. 11 I REGENCY CENTERS 5415 SW WESTGATE DR.STE 100.PORRNL.OR 97221 TEL 1509)419-2500 FAX OA 419.2900 I I TIGARD, OREGON ,...,,.°.*,°°. I -o- '1 1 / I A ie G Bess ids 0 0 s I s : $ ,) I. 1 \. l 11 I f r a a s i .i 1 ! ' "' W,4 v 11r 8t7 a - .. - Vb.-4'71 12'11 rr;i a.- --— .ago t� ':'' �xii:�e� tta'Ve 1.r a'^-"A �:.��i 4iSi4 - '9s 3,xcr�r ,�,*i :1 1- ,-,�_c' x.:-- _ - __ r_ i•c.-: . -c '— -� r!� i LiL ,7t'ra► i s s r :MU/11M! .��. 1 1 t 1 4' ' 0 ' 0ts1 4.1. 0 / ig g" ,%1 it l :I # �, �z i-j-.] 1111111I, g I. / VIE r 4\ 2 4 ; 1∎11 ! r} ,, 19 ii 1 I ❑ �� 1 1� =a ._.. — \ \l ;, r.lo� I 1 , 11111 I .,I I ;11'1).9 I;11'1).9 I'' II , 111 Y i 1 at r / . a 1/ ■ 'i0 1 .. 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E u g b i : tt 1 T* I I I PORTLAND 1 , 1 1 REGENCY CENTERS 5415 SW WESTGATE OR,91E 100.PORTIAIO,OR 97221 �4 TEL(503)s19-DOD FAX(603)419-2900 wo•AwsAnoom 1 i TIGARD,OREGON - -�- - LEGEND ._� - - —--— -E10S1N0 RIGHT OF WAY LINE q --- - --- -•�^ -- -sumo LOT LIE g 1� SR SOOOLLS YRG[STATE MN 21q ._-.J .- — -PROPOSED CURS p3p gl LLI / ,.w- " _.1 --- ----T_'``-- a `� PROPOSED ACPA VEAEIT dc . „...r -_ -- r -PROPOSED 9GN 6 C - z. d> °'F' _ m .-.. �. ----.r-- V -r--- .J i 13 - 1 t o �� r� s �r_rw� a' ' I I CONSTRUCTION NOTES ; 1 - -- .. s © ` * y © CDNST RUCT STANDARD CURB PER DETAIL ON SHEET Ca.o. "'` .. I!\ p 0 INSTALL AT WIDE YELLOW PAINTED STRIPE,TWO COATS&6N. �� • �, �© I A\ O ' -- - - ! i E CONSTRUCT STANDARD SIDEWALK PER DETAIL ON SHEET C5,0.SEE ' - ', I SHEETS C].0 I G3.1 FOR OETNLEO GRADING. . $ -..�•-� p // ..- tit •f`/• f1 1 CONSTTRUCT ADA CURB RAMP PER GRADING PLAN AND DEAL ON si-teET C5.0. FETAL tRESTAURANT /- �O/ Q \Q CO ^" / �OT'�•{-I---_.—_J` \ `• �v [3] 04STALL i•WIDE WMTE PM7TED STRIPE.TWO COATS MIN.(TYPICAL). j o � o / p p. 8'' — ° '+� o? I' ! —p 4IONAOE PER D�ETDA'�i ACCESSIBLE SHEE csPAwcwc STALL STRIPING■I � ' ' I. I \ O 1 , Q/ Q p t�"� V — TOR WALL I.ACEb Al ON SHEETGRAOFIG PLAN SHEETS I N p /� / { l . 4' d p 4 O \ \ INSTALL WHEELCHAIR ONLY ADA ACCESSIBLE PARK NO STALL II��// / I \ SER DETAIL ON SHEET C5 0•� O `' � �•'" CJ STAWS.SEE ORADINRG PUW EETS GA 6 G t / y .0 I>`• •✓ V'� - �: I p \ / I 10 INSTALL NEW BIKE RACKS.SEE ARCHITEC'URAL PLANS FOR DETAILS. �/`-. J/f// !I LL!'1 1 %/%i/ „:'.„ ,:' - to •• / 1 \ .%' \ .- I I m INSTALL LOADING DCCK CONCRETE PER SECTION ON THIS SHEET.oezi i . - In 3 m a i I ® INSTALL HEAVY ASPHALT PAVEMENT PER SECTION dV THIS SHEET. PN I v 7- ~, ,!i i- . *.t ��-J p ./ / `a . ri CONTRACTOR TO SEAL COAT EXISTING PARKING LOT AND RESTRIPE USING•■h g y� �1 /////../../` • / ° J .• , V't"' j j ) 4'WIDE WHITE P A I N T COATS LAN). LLJ /// *0 14 PROPOSED LANDSCAPE PLANTER.SEE ARCHITECTIAAL PLANS ® ,. I'� .' 1 :.-.� �/ ! `\ p J ' Y I FOR DETAILS.• I '✓, % .1•� `•-•� / r' '• I�� p / SEE OSED C SIDEWALK CRETE:LAZA SEE GRA C8.0.FOR MORE INFORMATION. {JJ •:. U / \► . i PROPOSED HANDRAIL PER DETAIL ON SHEET 03.0. o w Nib I ' I.f /.1..I �,`t -.- i . - T7 CONSTRUCT ADA PEDESTRIAN RAMP.SEE DETAIL ON SHEET CS.O. I— F-. • 1 U.i \\ .�0; i / /. N. .m \ \ • I co INSTALL LIGHT ASPHALT PAVEMENT PER SECTION ON THIS SHEET. } w O T - ■1.:*, DisTwG ,/ .•1 ` ' (T 14 .�• cR-°N*� 'n Y 'L' .a D 4'CONCRETE VI-TENSION TO LOADING 000c PLATFORM UNDER < 0 . y � j.. REIN i RESTAURANT � \ ' ..` -q + ',:LI;- '� I .. //.I/ 9EPMATE PEPA/1T. 7 w ..''F S t � \_ ©,E� �I'( . /I� a WSTALL FLUSH CURB.SEE GRADING RAN FOR CLFS EXPOSURE L � O ` p T' t.N `AM� / lAAN4(TIDNS.SEE DETAIL d1 SHEET pA. Z ` F / .'1�` -- p .' ' , `' ' I j' I Q INSraL DNECrKxuL TURN ARROW sEF DETAIL aN SHEET CSn. a LLI W �' ! // p p `` p N f i L11 C7 Q r r i u O 1r'�J y44 / f. '•' I .. R . • % PARKING INFO (/, c Q' sTANDARD 264 L.' i•' •• ..p - � �]s ps^ �= /y� �/ • W • 1. ADA WFEELCNNR 7 ,' I s/• .•. �/.y -- �-• l" .,..,� -f •• ,;0111111111�J •�i ; STANDARD 7 .4 .:: wa"`= fi;z J S I,.' _I fry 1 �., TOTAL 534 I 9 . ' N'`• '4:'.. f'a }a -. /% /(© p ?. 2T/2 COMPACTED ]COMPACTED ASPHALTIC 3f•. _.25,4;>,/ / _ J- I I / ASPHALTIC CONCRETE CONCRETE(LEVEL 2,12'•1,, i%1 :C. '' I. I JI ,�)' j"�' :",.....4,—,.. (LEVEL 7.1?DENSE, r DENSE.POB•721 J •. (� CO.- ...� a I•'• (� '!'I. r"\ �� ,��1� ��' � -6coATEOGREGA,iE•�.rF /•r .. ji _ k '�'/p '/,' �1 C'..{ - ��. ... 44,011 CRUSHED AGGREGATE EGAT .�•,� �7-)�,; BASE COURSE •1 /M1/, :/;!%1I/�i7/'/! B1`. y� OAGOREOATE -_Y .r• O T4 L4 ! / . }it�1,�. 5��}�1� SASE COURSE }�` r i a ?t7 I1 qlr ,#, 1 / (. \ / ./\ SU:WADE \,,/\ii% .,,!.\��SUBGRADE ---1 I a, k "h �- I . I oosr5IG RETAIL 1 AR7/I�DRISIdLNGp',e I ` \, ;.1. LIGHT AS�PHALTPAVEMENT SECTION HEAVY ASPHALT PAVEMENT SECTION I.- i %i E •REQUIRED C06FACTION AND MATERIALS TO MEET 'REWIRED COMPACTION ANO MATEILALS TO MEET p09 PROFF 1j } . tI.- T e \I RE ENTS OF GEOTECNNICAL REPORT PREPARED BY REQUIREMENTS OF CrgOTECNNICAI REPORT PREPARED By '.c'V`4UG1 FE, r I.- t I f \'''. GEOOESNiN DATED um.0.ZMJ GEODESIGN GATED MAY 4 20t]. a WIPE ! SSYY I If '/ '/J/ N /� eV PORTLAND CEMENT CONCRETE f.�" I/ 4's. ['Y.' /! 4 IB X11 12 i / - Fj E '_..s / / //,' / ! / ,l/ �oF 4.000P81 Q zd DAYS STRENGTH N C.5*3 -_•Y/:// l!//;.//i/ iir/1_/i.....-i!/%//A''i�,/!// !L;Ali//////i//, "II!//• , I WITH Wcsm.wm.9 @GhGEI WIRE '-'-�(.�-. —�'-•'-` n V MESH LOCATED 1f9 of THE INPRATV/wTT OM6fl95 1rff! \ �.: I �� }-}1.7f• CONCRETE THICKNESS FROM THE • 4 Y/t I I I E`• AiIL3M BOTTOM NA iTTGtrO I 11 / 1 ,1\,f� 1/,I 6'COMPACTED Mr_0 N AR I N6 t - P a Iiiii/Lit ti ..'//1/,'/knie/1:•lull!/I.•///////'//!,ft i' I I .7.1 �t.�� CRUSHED AGGREGATE BASE ROCK OEA9.I I M7r /_,r,�, D I �` y),� Y� sUBGRWE CO nPnECTr I zITOTZ70 ..,r- ---•---^., - - .- v�)`..¢�,,,T� _, ,,T 1'4... \�u.'�_ I r�r. / ', v s DEFT ME E.. '• > .. _ _J•ti I M r �i1rr+ t- r.' _ _ CO SITE _ ` �• - --TM-'�•• --: - --�. --- ? 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I . r... \ `, ` ,6 r4 .�1 11M F\ 111 $I °k: ,1 _ , / j i / 000aaaa 0/a ` t4' 1' ` / / , S�' ti•• :6 / 1 `/ o o� o % o c e%/c/e I i ,,,,I Cj \\ �. �. , l 1 1 ji / i , A i t F: R 6 11 1 if • • 0 -,-- 0 . \ '-:**.t. # \I IICI1PP/ .. // ° / 1 , t 1 I 4.41 _ A I , 7 // I•tl , 1 4 :43\ ) 1. 1 �� ` / / , Jj } . . V -i — —°c V1 t ) 1 i 1 q 1 . Orr. �; • t,. t , •11 t 1 i 1 `\\ \\* ` \ \ 5• IA C- ' '11. ; 1 .1: 6 . ; . f."7." i .i. tri--r.ti .... .1 1 k ii 1 1 il \;;;:;•••1 .. , 1 •• • •.„.1 \- r Is _ C, II ice, a, �, �, i I it 1 ilk\ U\_; . / _ i - , L_-�_-,?.r_�i�_1... oi r5 19:7...V■Al < IL o I- t _ gm IS PERMIT SET m /1\ DA1t worm I DY SITE DIMENSION PLAN 99 i � A + p '_ _ 1 GREENWAY TOWN CENTER _ re V [� �y5 i l� BI is t 9 i 2 1 9e°' , �� I REGENCY CENTERS x WESTGATE OR STE 100,PORTLAND,OR 4772+ TEL:16C0J4TD-Z50D FAX(54a)CD•2504 ., I vNAv ardnu can 1 i i TIGARD,OREGON GENERAL GRADING NOTES ABBREVlA110NS LEGEND T DEEP MULCH LAYER SET I•ETE u StEWALN GRADE SJ•V 1 SEE ARCHITECTURAL BANS FOR ADMIONAL NIECES/4,710N AND FF •FINISH BOOR ELEVATION - - -DGSTTNG WLBTiOF WAY LINE li ADVISE ARCHITECT f ENGINEER OF ANY DISCREPANCIESR •PROPOSED RN ELEVATION __ -E FISTNG LOT LIE SEE LANDSCAPE FUN TOR KORMATIRI 4 f7 I I d S •PROPOSED SPOT ELEVATION -E GSTNG CENTERLINE CONCRETE RASA VARIES I 2. POSITIVE ORANAGE TO BE MAINTAINED AWAY FROM&1EDNCS AT ALL TIES. S -PROPOSED TOP POT ELERBELEYATION WAY BC -PROPOSED BOTTOM OF CURB ELEVATION' :7'. -D6STNG S CONTOUR LL Q3]yp� --� u.��r CAST N PLACE WILL 1 ALL PROPOSED GRADES TO MATCH INTO EXISTING GRADES ON TS -PROPOSED TOP OF STMRS ELEVATION .... .... •EAISTNG 1'CONTOUR 1 r WIR IC.4X N SEE DETAL ON SHEET C5.0 SURROUNDING STREETS,PROPERTIES NOTIFY ENGINEER OF ANY BS -PROPOSED BOTTOM Of STAIRS BEVATION DISCREPANCIES. TW-PROPOSED TOP OF WALL ELEVATION 233 •PFtCP05®S OaltaR s PROPOSED 5[EW1LLl( FO -FINISH GRADE @BOTTOM FACE OF WALL 2.�Ci - •FROP'04ED 7'CdATXN -. 1C ABIEIAED TOP90E PROPOSED CIA. .. SLOPEOIRECTION ARROWS SHOWN ARE FOR REFERENCE ONLY IMr/DENOTES EXISTNG ELEVATION ��LLy-SEE LANDSCAPE RAN FOR/FORMA SA WEEPHOLE TO PRDPOSFD ORS - PROPOSED SAYICUT L� F NOKNOVFN fLTEA FABPoCAfUFl1IONOR EOWL :......111 _ //Rt., 5 SEE GEOTECHNICAL REPORT FOR ALL INFORMATION REGARDING 'ALL CURBS ARE E EXPOSURE UNLESS OTHERWISE NOTED .. .EXISTING BIILOS GFACE y OVEAIAAH140 OREOL A, �i' ■ B _ SUBGRADE PREPARATION,PLACEMENT PRI PARATT ETC -PROPOSED CURS `f'? ' rSS Qy '?'•', 6 ALL EXISTING CONTOURS SHOWN ARE APPROXIMATE AND/.RE.PROVIDED FOR O N N I'IIIAIIIiDGX LAYER TO EXTEND BYTE E �� ADA NOTE N REFERENCE ONLY.ACTUAL SUBGRADE ELEVATIORS SHALL BE CONSTRUCTED IP a LENGTH OF RETAINING WALT AC PAR)(fIG LOT BASED UPON THE FINAL SPOT ELEVATIONS AND CONTOURS INDICATED ON 5 i QQQ BOTTOM OF FOOTER WALL PE ETRATEN FOR 1'STORM THIS SHEET. PAVENLEHT N A DA PARKING AREA TO BE Z HEY'23Stl 7WERE SHOWN ON PLANS S%MAXIBAULI SLOPE N ANY DIRECTION X i i SECTIONA,A SCALE NTS S FERRY RD.(STATE HINY 2t0} --x , - SW SCHOOLI - _3�td'T ''tM .-...IfY" _... _CAIW 7.7.1.,L: •• ......�_--..... -. � �y.u•.._�- .....,--c-...-,S1 kt _.L•IA'''- t,`• - '�1� p _ , ♦-_ 1� Ce .,,-........... .... .. - T it___04.. .... , .t....... 1 --‘, - .,rj 11 Yi• . off"' •� IaLMrtNM t�l. .... d1 , ILA -- __... f", kR .. 5 �� • t� if,. 1 4^ W i..,:.4'I, - 1, • i " tines \ woe' l/.2://://riT f 4234 el 1 O W x: -0 1 I ./ :' y !J fY Ay Q U•I � r EXISTING I I TaPEENI, .; 'i 91 I i RETAIL RESTAURANT I :, _• ..._ ..... _. _........ ' Tr ii . �. FF:t2J6.90 • may. !i Z Z Z O Du 1 1.. W L 3l n• • •-_ © 0.4!'i ! I • ,/: /".. 1..• ;. ,, C: ::::) ... rsaaw . Tops ER 4'4 I°;'' 120---Thi._2 -1-4:-14 BC]7L1. / I � i 1CLM.N Y t l �/ o.i ,l7epl 4.-;_. 11.•' I s»I' ' i It' I � ,• 'aluE .. • • Iy AMMO I Nq _ -•I i I c • l . ..w. '.AI ; 1 �,t:1-1: , L I •.7 ^I. ...-1 FoimiFl� � I susaleo - - `,' pp iI I a I TW.•os 1T -t ` i I I• IPIkt, • E } .p....T romlen .3L v - O ri • r'I �"j `EQ4AFBOf r�yS.. snS.2M - I t �r�S EpGlNffq'�fi'DUSTING 1Cw1.I1 E .fz• :� RETAIL 6 RESTAURANT 1w TWS1nro ,� %: str 238*II n / FF:t238.38 s12ssl tom* IcFa.wl • 144...„,�I /J I l sws HI _ E I • fF�N C.6AaEa• •f4- ,..• OPFW1gND1TC 067N15• J MATCHL!NE:SEE SHEET C3.1 L.T.E. I EQl1AT3 DRAM i ere 1(°-1.111,11' 1)E$IOED 1 Im W OECED I XSR '^ PROECTA 2,701210 CAI %SET Into H GRADING-NORTH SCALE'1420• SW SWAM 20 10 0 20 w C3.0 w -- -._.__ Li.I LAN011sE/ - MATCHLINE:SEE SHEET C3.0 EEEIN 'NNE IIMES LEGEND•/}...:.. • . ` Rtaell �' T*�' -- -EXLSTING LOT LINE WAY LINE ' t ''t r •- f .'•. /_. .,,e-- e I n •EXT9nND CENTERLINE • i ° -. i •. � ` _-- 235 •EXISTING S'CONTOUR / i 6. / ;'T, �+� •PaQ1 // _. _.X o .I s 1sc. ExlsnNC 1 DDNTOUR k EXISPNG i /; -'}. .apvw 0.' RETAIL&RESTAURANT •Z- N 1 ' / e.. i a I a • , 47d- •PROPOSED s CONTOUR FF:±238.38 T.\ / / fa i i 710- -PROP08®1'OONIOUR E I" / . s, • - - -PROPOSED SAWCUT LINE I' • ,,._ 54717 00) / / \+' •.: n t, , rill • . ... . ... .nGSi.+G 9cM.DING fACE Q•/� - ->..-_ - 0 - • •.�FJt''• gTI,4. , • 'P'ROPOBm CURS o - _ OC211.16'/ 7 /' .•�► `c.•0 1�'l`C. a >! ARBREY/ATJONS -, / . . fie` _ - ;. " FF -FINISH FLOOR ELEVATION i j ( {�; /✓.•91..77 •ei! I R •PROPOSED ROA ELEVATION /f :._.-, , / • `.r r N �/ 77" • •\ / 01' . 6 •PROPOSED SPOT ELEVATION •� • r �. T , •. - _. A71 1 iC •PROPOSED TOP Of QAIS ELEVATION i.• •... ' i • �°', ,; • Y �; 1/ SC •PROPOSED BOTTOM OF CURS ELEVATION• • •: _ -• I -_i' ICJ ' x • - ,// • •. . f/ TS •PROPOSED TOP OF STAIRS ELEVATION 1111 I' r.• . ,. BS •PROPOSED BOTTOM OF STAIRS ELEVATION etilf4a.I• I N c9w! _ WALL ELEVATOR • . .' ROTA r ,*.�* a FG TV PROPOSED TOP FINISH GRADE aOFDUTTON FACE OF WALL • I I O A• J)• •� -• r'1 __ I..•1 DENOTES EJOSTINC ELEVATION s1s►.e1 .t .RpFF/I Jr �•`'-` •/ ID' -+/ J�_/ ^� _ 1 YUF +.1 ..1�! / •AU COWS ARE c EXPOSURE UNLESS OTHERWISE Noun., ,.• r,--- 'imr. //ammo`•. see an .anlF .••A,'s'_ a. ••7/ � AA4 NOTE• �}ri ,.rmam __. _ \ i1 .c».M •�� d` >�. '� / Fc�aar woes III- ••F a ' .- `. ^..1.. _.... / ,�' ,, /� � PAVEMENTINADA PAPoONG AREA TORE JAL SG:111,1 5C.200.10�� f.220.011 mate . I - R. N�77ro � 2%INU MUM SLOPE N ANY DIRECTOR IL ___- ' I _ [�] �., [ ' '/1 G. GENERAL GRADING NOTES 7Y•JI.M''_ T .C>0#! j .0 A.11 sc I%.!. -L , : "//• �! • _ �,• •/,- FQAet �• i . 2sus >JI . 1. SEE ARCHITECTURAL PLANS EGA AOORIONAI /�1' / '/ 1 y , .r/-., INFOR.YITION MO ADVISE AROITECT OF ANY I L. /. ■ WPM MENLO ■ y 1¢3W see* • a_�CRM�!1._ _-.....s..... //1 -_. •/,)• r a- i I r DISCREPANCES. lYf]e. • 4 1CaLa. SC."! - • :_a id' LL., - h /J`� 'M` j 71 ' ..T 2. POSITIVE DRAINAGE TO BE WWTAINED AWAY FQ9..7. - .. S2e0r .C19e! • i• ! . - _• if • • �' I'`. L -a1` __�__ FROM BUILDINGS Al ALL TIMES w 1// �7/ ',j '_'�s'f �`r"j� /�4C/;a//-.-'7M21 . 7 -;7/f/1.17/J '/ _f ' •; 7/Y f •7 J ' // O • I p S OGRRADEPES ON SURROUNDING SURROUNDNG STREETS. o EJOSTTRCi M •/i/: . .�.r/': //,• , • / ,• // r � .77//:// /// . j /,rj" l77 /;j. I/i%/ 7// , ,/ . . . ..„ / ', ' I / / / PROPERTIES.NOTIFY ENGINEER OF ANY DISCREPANCIES = /W •\\ • A. SLOPFAIFECTION ARROWS SHOWN ARE PCP i U / \ -S'�L'# � REFERENCE ONLY. • '�A\ S SEE GEOTECHNC,N.REPORT FOR AU. O it INFORMATION REGARDING SUSGRADE .0 '�, PREPARATION.PLACEMENT.PREPARATION.ETC. CO O ',1 P a.. n 6 ALL EXISTING CONTOURS SHOWN ARE IXISPNG RETAIL PROPOSED WHOLE FOODS //� , APPROX AMTS AND ARE PROVIDED FOR Z FF±240.40 FF:t239.37 � // \ 1'A REFERENCE EAT SNALYLBETCONS BASED 4 > Z iii Z • /X UPON THE FINAL SPOT ELEVATIONS AND ^ Q !1 CONTOURS INDK�TED ON THIS SHEET. .. V /� V' Z U cc // y:% �: W / 10 -! Q `` I\ Cg C 7 ce 1- I / /, .� ' - - //f i/�/// ///// /!/ _/ /z(r f / //:jl!rj.�/�/////�'!j/1/ /////f�/. . j// '.!� j 1,.. r.i./ j 10,2_un m - • 1 N7l to // //c!` 4 DADA,.„1• r�N�Fr1A ` / / / / ., am1e .7 ` _ ✓"% I I 'p,B; ,��/i,.�//jl////1/./I.///<'/ii'i//f u'/ / //�j/ 1/7//' . ��,4i - I . so.....•' ib ..� I ,�' _ swami 1� - - a• ..... , 1h •_DADA . - - t _ + a' c .� " .67. r -'"'•• _x ? t�:1_ m _ DPSOff 0.70 0 50 0.50 4. WIN fq `f/ [.TT :315 e.ar 1037 r 1 I I 317 40 EXISTING WALL ToEEP uAO1 LAYER SET 1 BELOW WAU GRADE r DEEP AI ILCN LAYER SET I'Bfl0ee6 RA►10E 0.50 OREGON 3'DEEP NLLRAIER SET I'BELOW SOENWR GIME SSE LANDSCAPE PUN IOREEENIATIDN +/00'+�-�.00� e [' PROPOSED CONCRETE,• Sff LANOBLAPE RAN WR NF014NilON PROIOSSD BOEw/1M/-SEE LANDSCA E FLAN FOR'POMPT ON A I J� 10.1[p i >: C/// PROPOSED of TARES FNC.6L 1. KIRES f`H ,<,,I.,,-'. G .:• _ _ II FRIRAT1Mart 509Ms lid}q_: [.[�[�[ac� /� rDEEP MULCH LAYER SET r saow MEWLS MADE ,;� .e 1 SEE LAIOSCAPE TUN FOR.SDRMATTON DATE I eiZiR019 • a[1,iecr../evA ! ,4::::L. ; LEGEND _ ----- •EXISTING PROPERTY LOT UNE ___ - .CM _- _ --- - _EXISTNG RO.W. _ _..�•tlM- ""_. O.p - .EXISTING CENTERLINE i i! i I -._^. _ _ -- .- -_ ... ._- �OPr'w�r"•rte++`' : ____ 2f0 FJIBTINO 1fCOMOIXi -._._ .-. _._.- _. _.-_-- - .4' - - "weal -'°i'a -"• ",y7M�, 4 - _ ."177 - -EXISTING 1'CONTOUR -3 CO IC 8�y{ �J SWSCt100U RD. fATEl•mnt ._-unt �, „w •r s-"--- "i % PROPOSED RIDGE LNE `.P �+"':., - SFERRT B - '- rr~-';,,�...+..•.e .-n - - .. _.- r. F. Or/ 1 ,,,„-_.._ „ ;,.�^__ ._ '„'-' ExM +�_ 7. ��•�",, f f .' -PROPOSED CURB � a _-_ .r7.- ��. rU.. w•-""r'��'�"• N"� CA•as __ �•- - ` 'i Y PROPOSED SEDIMENT FENCE �- 4----w�;_",:-,�nr•!f r .r' .. - - �''r`IOF^{� -." `� .._. , I -f •FLOW DIRECTION ARROW C.ry ,- ..�• 011w' _...rn, ....'•�.�••t.� >�... ..((^... .COIF 13 , ... • Y �Y 4. n a- '1F).:_;.:. 6666 S.aa.- n S.UP I� �_ __ - VIA � .`"• •„� - ,,, �. ',1, ` � -PROPOSED INLET PROTECTION ¢_ �� C.' • .X�,r.-�.--'.-.talv._.-:pu..._� ��;. ?h... J- '•`y�.. � • �'�� `., Igai•`I-- i NSF I 1 - '**- t \ xt if EROSION CONTROL NOTES lik ,: :-_S.A --i:',7-hr ' ,. '7 I J t INSTAL,,SEDIE ENT FENCE.SEE DETAIL ON SHEET C3.3. • _ ••. .. t, C, INSTALL INLET PROTECTION.SEE DETAILS CH SHEET C33. r3. anw "4•„,1... T -j' - I lAOU/rY7! I ...- (� I , . NOTES `, I I me,PAWL,YE wow wpm C o a t 01,01016011E 0108 VCSE11E•,COII.M P UM'OMULL W V MOWED T"SOIE OE INC,MfD:0011 t i B r::' 11- •. `: ' _ o• ,uan.weer>w.�.•rwanuenaeES.,,unw.•Ia lr.nvwrsvlE�n.a.wrD..l.m•,lu,..•D.Aw.,.In.lewneF // 1' ' - S CrKK HMtlRmtivO eW!YAMM�Mt[Y51 OYRnUUDiMJ OKMI Itlb.Wr,. MHM 1 Ill.[.I s '* iI ,' - •'' ©Wr I • sraYl:onaaMlnllnMalD MO1•r'AEDNa ,IS0fD rt OOMMt1n111f c :',2 IC • I COM1rXTeM THU WA MO WI AM III%POW., OMR1,10811 CQ6IROI OPI� 1 N.rIYE NUM..,w4 M9.MA r DalMU to W®MLIYJOKCOIMMZIMY.g• - - ; `�' I .r•aMO.∎0000 0001000.700rra 00VS.uww O•ca1P®la lu aw rulers MY w / /;.' / •• r� •, a Nrrwl o ®IVUIrE O tK�1aRIOMKWRLAIq MI IRKMImItl Ir,rM A�010mQ01/14• I rc�l/ r. ,r . , mnY 1,i 1t YYM YRMw+a10OiM V63nM M.EP NUED.�O UG1010 OMGO�rM! •I• (, /,� 1 - -1-t •! ' v swEWpRwNio Mt MOIL Z• qq,1.• * ^" -v.; I t�'I O✓- i 1i• �E .oErrslvrrlrrow...rollm VOW Elraaw+a l..a nl•an1� Z V ///,�,-: , Y . - / t : t 1, 11•'PEI■MINO.N]0.11 WM EEMOM'[NNO1fA9rflNe 11 us...A1o•r to 010 00 W1M•twn. , ; •: MMMq.'D.aµOIR 1000./1,1, •+`1.� / 1 arNlnvullwanYENrlawremowrM•,.orl..�non.+a•.w.r•Mn1®nr•Mlo•• t'♦• i ,i y A i2�, I = 00.1.0 0100001107 LL Z ' . -� . !• `r�. `• t AnuE 01.100C a 0007 001000 W1EW3 W nn1n MOW 01.1112,.010,1.00 MOW J �j f ,.. E ` , • r ..• n.nEa9EMa MJIr09l.WIwY MdMOAt 00111111.0S 01.1.CQ1Mw.III sf SCOdfI[twslE..M1MMw.R U00 LL- •�'; "•1 - 010 O,COS1C aMOICa01COdD Ca U.414,a OOlcatllw.07101 O O W•/////�Y,!I i• !,, •1 `{ ..••�-........-I ! ; ; ;;5E�1UM MDO1 MWINMQOrLL NC0O n010: �. . 1EMO R09OI1WU.-OM.. MIOMO•IOOSMQiMYLYi.RM[tA1N 00111YA1M ACls1M0MIAlILYNONN f •1 •' 1.,•....... .. �'' WAIN NUINROR DaMnC 1 El1OnlNONF EWI OMILINRSlM2/P1YR!DSIOOIH • . ..ry r;; Q h• •.•� L. a/AF r I _.. Ia nttD Caamw AILOnuE WTI wrmlari¢aisE•cm•lxxw•vnomw Z ♦>, �' I ,,Y EXl5 srA 1 ., 1 � ` / .� • •,I� 1 uwlamwrr.nNnanxrwnurWnNtrtMuE7/1: •.a rN•Nnwta rwrlvlMwN O � v O ti RETAIi RESrAUR.IN7 ®., r v t' ,7T" a CNOO.N0 NOfrMDIUS*nEIII1N0MI r WrrMIM Fat TM Mad n t1E 11tl @r Cl) Z • /N,T_�` 1• 1, rNGRAME}EIOVIAM IOOlD.EMU O0il0R ArPOO Ul9.111•r RtR1r'rI11R:rKmC MD RVAMAO1 O rAM a/J W ` ,,0. 1 I new MEMtt111ODd M1 NM.NbE1L1(DN MEI1IDC191IamE r`, w 'r.• ,- _ - a \ .* 1f. MNMnWIIr1W r11ILIIS0AlwvrarlunMlmiOls lnalMO01E11ClIOiRM1VMI01ESOhwMTEA01Yr V Q• LF \ ) 71000171/1.10/e / a 11 / ' , 1 / r \M. ` 1:,• // O\r 7� /1 �r•\•'' M`� +': "3 •1 '1 / • . ,.'' `, - •^i .. ;. mania ra CMG wonuArmwMYNs•I �� •T }.. - '. .` '; . a. I •, ' n 0.0000 sotralr cowEaww w,.un(x MPOn >• '1,R - i o 6. 2 1 ` .,y '^ : �a•r • : ,,.'• • .. X-_ 1'c �a�/'' �j, • STANDARD EROSION CONTROL NOTES f 1 , ';7,7,/./. !-•. - FOR SITES LESS THAN 1 ACRE C3eanV4�rlServies r __._ !/`/!i/.�/%f� / ,(7,�/iil� '/r/i,/,/i//S'//7%.7/7,,',I'/;'/7/?‘"1/� �Jli/:i�l�/�}7�/if!' /, a' _ - o.•INIMMI .I1.a....__ ORATING NO. 945 RERSED Ia-OE 1 f �lrlr 1 i F`.• I i//' I 1 THESE EROSION AND SEDIMENT CONTROL PLANS i E37fINCNEim. I PROPOSED WN3L£FOODS / ' `' ASSUME'DRY WEATHER'CONSTRUCTION. 'WET `Ey,EOPROf ! I��,) WEATHER'CONSTRUCTION MEASURES NEED TO BE 1�'�MGERE f�vim, 1 ' I !-�f APPLIED BETWEEN OCTOBER 1ST AND MAY 31ST. 'VS I i !��4 �I.. .�1L GMIEf;ON 1 e, 1F I ) A �+'' f TOTAL DISTURBED AREA-0.95 ACRES 'r II..1%■ 1 • 11i • /.. • AFL /�'`•' k'i'd I . M`� / I+. Y♦I IB/Mlpl DAM tl►�1s _ _ ,_ '/,f////I/i /I//,'e '11'/1i4i.'.1•':rPI/Zi_�% i/:' ! ( ti//;':./,'///74/1� , 1' l` yv, ; / j 1, ! ate I a > l" • I Dam w•Kr" 1 I t� // , I I Z oNI71� 1 nor il 1,F. i ._c[w--- I tl /. /!/. /.// 1CL'U�/r ILYZiL/.5..._itl4. 11 1' , t`--..kA-_.--.- ': ; I'- PROJECT 11 rr1¢o•9 ,..1 r:,._ I ® 'h.}I 1 I r _ _ --— — 1" _-_.. SHEET 1,1,1,E i d I - �.'. — ION a_ 6M- .. rr ::r ... .. ._ .:••C:: SCALE'1'+,1LY �. ..- ,.�........-llw... 1 _.... ,•aet .. ... ___ M • ,1`T.- SMEEI NUNER� �xx- . ._:'- ,r..._... =J .. ,vw �I4, IT.I r !"" Sd11be��_--1,-� - '_ ^T,jI• . ��r _ _• w C3.2 r' yt� �.. cc ........... lJ CL LANS USE 0 - / R MAY Be uSED SHOFTT TERM F WI U1LEY'1IDI1x AND W/ R I ANGLE FILTER FABRIC ,` PHASING OF 0E1ELOr1ENT . a11.ly. FENCE TO ASSURE SOIL IS TRAPPED - 1 1 11 .f=.... ..'. .11• • ROw A + 1r YI '• Y --- Vii: 111111 I a t �I, , ;11111 1, g LL I.Nev ,IIL4i.. reivi INTERLOCKED / _ .i i•-•.- �,'1 F illi 2•x 2.POSTS r:E4' pr_ i A _ _ dr AND ATTACH PLAN VIEW , -4 — NTS .- B0• AREA DRAIN g 0 I CATCH BASIN SE STITCHED LOOPS Tw OVER 2'1E 2• POSTS NOTES: ii :7A, he MANN •_ - 1� }[ I BURY BOTTOM OF WSW FABRIC e• Fes_ ;� I}R I r.2 ni.P E nS - GRAOC. �A1� yy ��, ZIy 1-0• 1 ra Z•n0.ME a STmy.1: FENCE Porn °w: i[j i iir'q• 1 POSR f0 BE INSTALLED ON UP11lL SIOE Di AOPE � •,,,�i� '**! b�./ 4. CCUPACT BOTH SIDES OF TA_IFR FABRIC 1 1 I 1RENCK NV (� 5. PANELS MUST BE PLACED I C'' PROFILE ACCORDING TO SPAM°ON I'I,I ti DETNL 60640 DITCH INLET PLAN VIEW Nis I D'i :i4'I:i`: '''.•%`:"::"**:${;4"'`:: :•y FILTER FABRIC MATERIAL 6'0.66106 of bop. 2'-6• G: \ •/Stec %4;::4.+•;: €yY' :� 78'MADE ROLLS 1. ADDITIONAL MEASURES MUST 8E rf{fir:�:;U:r':.:::a:'a>i*f �<x,-,: CONSIDERED DEPENDING ON SOIL TYPES. !:::it-.•, !•'.,`::4A:::,:.,6j�;:{>i::).l�f j�v:: .:•; 2. B10-FILTER BAGS SHOULD BE , Q'" STAKED WERE APPLICABLE USING (2J t"■2•AL PER STAKES OR Ct 1 II APPROVED ECU AL PER BAG. 1 -_L1 B•MAAIMUM SPACING H a wnHw .v (n �OiOVUM,.W.*RAM 3. WHEN USING 30.810-BAGS TO ''."`."'v""tl°AHON Z ��• s. ,y" PROTECT A CATCH BASIN YOU MUST ae�"U�'r FRONT VIEW „o*wan comma HAMS 4 BAGS AND THEY SHALL BE S M=MIMI FnIw oN — NTS PAWING MC JEllEl1YAAM OVERLAPPED BY 6'. AD <F— W RAMP AN0S0.MM1L W U INLET PROTECTION Q Z SEDIMENT FENCE aemv..ir Services TYPE 4 CleanWaier ery J DRAWIHC NO. 875 RENS[D 17-06 �O�+r��' DRAWING NO. 915 REVISED 11-06 ��r1"�' 0 O w Q 0 o ,IBM FOR SAO WOOL o Z >- LUEU CAT:NOM 9pT[ O Z - Cl) W LL 0 O L1J 'J 1111111111111111111111111 - CO CIC p CATCH BAB �iti w ri ei V yiii 4+� LU CO LL p ��l`o..+541`2,-44e,` EXPANSION RESTRAINT Ie ! STORY ?IPE ., R 7 RAPIER ROCAS FgLYPR014HE a FLTERSU7(;WOVEN WOVEN POLYPROPLENE SACK ,E„EO PROFfss, ItE IEL Q6 ,WBLN Fq 4''fY I. RECESSED CURB INLET CATCH BASINS roR•,wnelt•PO wnCw F MUST BE BLOCKED EN4EN USING FILTER 0606101 UMW 1eE GM0651G.0 W AMIMI i� FABRIC INLET SACKS. SIZE CF FILTER se VIOn MICR TM.. ORE 1' FABRIC INLET SACKS TO BE DETERMINED MOAMOR COGR'- P •• BY MANUE ACIURER. ".11000 i1O 0fYD MINK 'f�yC C6P Ai INLET PROTECTION O0fV1°M DUE owns TYPE 5 ( '1I Services OATS I em+sa DRAWING NO. 920 RENSED 12-De D.M•'wW r.1... DRANK I6fO DEeq® I MX H ow 1 8111 W PRO PROEM' I BARN WWII TDU F_ EC DETAILS 2 SIPET WARM Ct L11 C3.3 / - -- - ��''�� - -- LEGEND - _- .,...v-.M,•w.ww "Y � _ •EXISTING RIGHT•OF-WAY LINE ¢ -- --�_� _ - ___ C,7r•-u�!, .�pP+ C" s_ -..iY_- -•� -- EXISTING LOT LINE O _ --_--- - l_ __ -- - -EXISTING CENTERLINE _ter R0.(S ,�• __ ~ ._ - v _ ---� _ fSY (STATE NWT 7t01 �,..r±. .`_^ __._••d1E - ■- •pU,gTIIG EASEMENT Q 1 -.,• . •-"'----.;•7,4-0-(7-4..s."4.:7".C'i'-`_ . _--"-CM -- �� _PROPOSED CURB £ 1 -LW--' v:..^ °__.•✓_� '. �_'&0-T--' _f1� ate• --1 �� EXISTING SANITARY SEWER LINE ' T - --•-�- - - _- fD''M-- ___ '•��''�'� --.-� a�',:T1 :L i. 1 n -EXISTING WATER LINE CS -3 '� =- - - .72T"-----"7-7. r- l '� 0• (J:1] (:::::") STORM CONSTRUCTION NOTES\_��X1, ,#- i I O INSTALL 15•HOPE STORM PIPE. to•,'' , I A �•' I ,' O INSTALL STANDARD MANHOLE AND CONNECT TO EXISTING LINE ilI� '' • IB ....4•..[....*.• Q 9.I ' t-' SEE DETAIL ON SHEET C5.1.SEE DATA TABLE ON THIS SHEET. • OWING l ' I ' ® CONNECT TO EXISTING 4•ROOF DRAIN CONNECTIONRETAL t RESTAURANT ®0.O%O I y i d( /Q •.'-'. 1 © INSTALL 5'/IDPE STORM P,PE.••" ...• ,6 !, `8-•1 4, 1 ® INSTALL STORM CLEANOUT, ,' .•- a •, , SEE OETNL ON SHEET C5 t AND DATA TABLE ON THIS SHEET. •T t S- 6 INSTALL 3'PVC SGEOl1LE AO PIPE LO WEEP HOLE TO PROPOSED CURB.•0 • I �7 CONNECT TO EXISTING MANHOLE(EX WNW). I I 1 -. , sEE DATA TABLE oN THIS sHEFT. I;1'J�7�y�'_"•''�� t Oj O INSTALL 3'PERFORATED STORM PIPE PER DETAIL ON SHEET C5.1. IK 11.:;' I i I O INSTALL NYLOPLAST 5'DRAIN BASIN 1 .i 0 rT y-r • I -- •\ I SEE DETAIL ON SHEET C5.1. ' I �i _.- ,0 INSTALL BACKWATER CHECK VALVE.SEE DETAIL ON SIFT Cit. L . 0 - 1 BFI -. /%1.. .•F j----_- u r K _- _ 1. I 11 T STORM PIPE FOR WALL DRAINS TO WEEPHOIE THROUGH +• - - .- 0 0.50% 1 ---.S' PROPOSED CURB.PIPE TO PENETRATE THROUGH WALL ABOVE y. , Ij Y.. .'-.. •! -------x ---~ TOP OF FOOTING. 7:-. o ` , O - I 1Z CONTRACTOR TO OUTFACE EXISTING ROOF GRAIN CONNECTION TO W t. NEVI I. I �__-�_�-9 ,,II �� .-- - - • 17 INSTALL 8•X3717CONTECH PEAK Dq DIVERSION STOW/FILTER VAULT O f j t I I 0 - ' I WITH 10 CARTRIDGES PER DETAIL ON SHEET C5.2.SEE DATA TABLE �: ',: 2, L/ I'.. It; Q ON THIS SHEET. /LU ' i` �' �/ `��• INSTALL A'HOPE STORM PIPE. U '..I, /A' I 0 INSTALL A•TRENCH DRAIN WITH LOAD CLASS•E'GRATE. F t-.7 / ' ( CONTRACTOR TO CONFIRM GRAN IS L STED BY OREGON STATE �, _ �^��\\\\\\\) / ' // ' PLUMBING CODE.BOARD APPROVED GROANIZAnDN. N ,,11 V ---_ I SEE DATA TABLE ON THIS SHEET. LL I. / 0 /6 CONNECT TO EXISTING STOFOL O W 60.2A CONTRACTOR TO VERIFY CONNECTION PRIOR TO CONSTRUCTION H �. ®5.33%O / �. - • • _,�- AND NOTIFY ENGINEER OF A Y CONFLICTS. Z D3SiNG / 121-F , 17 CONFECT PLANTER DRAIN TO PROPOSED STORM uNE Z RE IAA tRESIAN,NAII ; I:. / Q----. 11, •. ' ''I z W /� / ,' 1! CONNECT DRAIN LNE FROM LANDSCAPE PUNTER TO COSTING < < 0 0 0 _!.•_ - I ROOF DRAIN LJA TO FEW WEEPFIOLE IN PROPOSES)CURB. 0 I i•, , - J 0 • 1\' �o •- -,-374 { i9 INSTALL 7 GRAN LINE FROM LANDSCAPE PLANTER AND CONNECT a r / / V/ `/ ► ''` I � •`;+<•' O ,I,",I I TD NEW WEEPHOIE IN PROPOSED CURB. z 0 O I 0 / 1,00% s / •o G -,- {1 ® INSTALL HOPE ROOF DRAIN CON ECTION STUBS FROM 1 1 1 Z•/ ' / . `. Y\` m 1,i,'• t I BUILDING COLUMN.E 0 STUB 235.00 • •�• •, 441.,6 •' ..• . / - ` ,-\iS E O CONTRACTOR TO VERIFY PIPE MATERIAL WITH CITY PLUMBING �I ,� L '. ,.� \ lO-- r \°� INSPECTOR FOR ROOF DRAIN LATERALS UNDER BUILDING CANOPY - W Q © •t: �- ,.. F IN PLAZA AREA 0 "!� © '�..I - �./ 0 `_yam <<'-Q Q © V,i 0' SEWER CONSTRUCTION NOTES - -- . . -� / , ' j �• I, it f I I O INSTALL UTILITY VAULT TO BE 3,000.RIM.SEE GRADING PLAN g _J J '. F . '�• � F �j"� �ut• „ GREASE INTERCEPTOR TO BE VENTED TO BUILDING VENT STACK 0 7 A.., N O - m A U H� V. -' SEE DETAIL ON SHEET C5.1. i.'1' i O '..:,. • © y �� L _. , '.••` , O2 CONNECT TO EXISTING SMA7Mr uNE �� • O SDTi>2 / ` CONTRACTOR TO POTHOLE CONNECTION POINT AND NOTIFY •/ I• \ T.SBIF . 4,- .j✓� © 1N.12LF �ic4 1•y ENGINEER OF INVERT NFORMATIOH PRIOR TO CON57RUCTION. O 050% I .7:,!1.'� ` , © ®°. K A� CONNECTION TO PROPOSED BUILDING GREASE uNE. '.` O © " OINSTALL!•PVC 0-3034 IE Ix ANN.2%SLOPE F'REFFARED. \�j _ �3 ADJUST CLEANOUT RIM TO PROPOSED FINISH GRADE. }jF ..- �___",.., N• :- •� I f _ I / Y\ r e I PROPOSED RIM 23563 .-_ I 4_ `\ �� ii 1„ A _ INSTALL SANITARY CLEANOUT.SEE GRADING PLAN SHEET C3.,FOR•\t'\ PROPOSED RIM ELEVATIONS ANp SHEET OS.1 FOR DETAILS. EEaa?? 1t © © O » 0 0 0 \\ ; ;, WATER CONSTRUCTION NOTES --- :. {L.�I�' L , INSTALL r DOUBLE CHECK VALVE ASSEMBLY AFTER THE EXISTING a I., ii • 1 I O METER FOR WHOLE FOODS CONTRACTOR TO CONFIRM EXISTING --- j E3081RHG WM. PROPOSED ANTS.E FOODS •,' PIPE 6 METER SIZE AND NOTIFY ENGINEER 1 \ \' NYLOPLAST BASIN DATA MANHOLE DATA CLEANOUT DATA W.O.VAULT DATA • \,l\ I s17AD1 TX I#I SDCO7 SOVA1 NA 238.76 RM 236.60 RIM•23E32 RBt 250.70 ,`EQ,ED PPOresa, I.+ i/..fa ty' ,L EN('SW)•23710 EN(12'S)•2M.B0 E(6�•2Y127 EOOI(Ti EN)423.70 22. tea,,.ENStMFf.9�O'4, 1' 22 LF `/ EIE l0.OUT 115 N).218.ro 3DCO2 _.. '..' '1 O 4r,'!. `•1 RR S 23847 1 c ^AucT saa2 SCAR I E r)•235.12 TRENCH DRAIN DATA I.•, (j. © 0 I Rat DE7e RR 23+71 S0115.1 T - - 1 .i O II EN('SE3•II/3T EN115'SI.27I71 SDCO3 REt 1JS.OQ 3,�•N.1%•,-+ I - ...:.,F f .. .. __. .� FV1 ! n -y r ,{, (gyp, �\ EOUTIAtIW(•2.T727 LOUT(ITN-22423 RM=230.46 LOUT�EI'E2.1Q frH C.66T`�. ., e __. s't i I -O - Bia•- - ,)-- \ !1 SD163 Elrl'21887 SD7D2 FITMICN DATE mom RR 2311.05 ` II LC' I ! I ENDS=2379 RM•2373T I0.OUT('rEl•236.55 i • +. . .. {! (4[ .. .�i__.EA -- iI ..___ _ IO E OUT(411R•23737 EW1.234_5 DATE IYURDO• __ _riI _ _ -Sj'•� 4. 01. I _-_.....-S0 -__ ^-_.-.._5J __- �_ __ y _ I MANN I BO• ., _�. /, �'. - { ..j •__._Ti^lE .- w.F-.4,-•-.�- � a,u\ ,i '• � C'` q.�,•fa - E SO " Musa L I213mzIO _�-.x,. Ica >..s�c=.�-.._ ix+�.._-"-7x.�..�- - fl '.r - - • '- W - .. _ (� Cn 9557 1 rte. -�_. .... - '� i \ I ENINS)•230.50•� - OUT a •236 „ MU �.: ( _ _ _ __ I #.� f- UTILITY t ALL STORM AND SANITARY SEWER CONNECTIONS NOT MADE - 137557 WEER AT A STRUCTURE TO BE WYE CONNECTIONS. SCALE:1,07 -I .O SEE SHEET C5.1 FOR GENERAL STORM.SANITARY AND 15' O .I CE SEE WATER NOTES. L.L IAI _ DUEF -- -1 �j•L• 1 R.- --VARIES -__- f KATE.BAKED N -A (SEE NOTE 4) 2 ROCK 4�-0 /lANOIRi PLATE.BAKED ENA►EL.SEE DETAL ---2R SLOPE O SIGH R7$ ON THIS SHEET FOR D PAT CURB JOINT DIMENSIONS. Ih I E L•�,..' �., SEE NOTE 5 I e 6 rrrrrrrrrrr # + COMPACTED SUBGRADE _Ropes r r r r r r SIGN R7AP }I'� I VARIES TRUNCATED DOME -•T7� RESERVED- i ° "0 Yr + �'�LANS 'N 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH .MON OVAL RAAW TEXTURE PATTERN SAL �� ON PLANS N f 2.PANELS TO BIE DAYS a u °ET"" S � -Y PARKING _ 3 EXPANSION JOINTS TO BE PLACED AT SIDES O DRIVEWAY t. ARRANGE DOMES t15A1O IN-UK-PATTERN AS SHOWN IN K f APPROACHES, UTIUTY VAULTS ,M4EELCHNR RAMPS, AND AT I]\•DETAIL COLOR OF TEXTURE TO 8E SAFELY YELLOW. y7I r SPACING NOT TO EXCEED IS T. I'l 2. PLACE MATERIAL ON CONCRETE/ASPHALT PAVEMENT THAT SIGH OR7 I , , 4.FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE HAS CURED ACCORDING TO THE MANUFACTURER'S — SAME THE AS THE CURB THE JOINT BETWEEN THEM SHALL RECOYYENOAT1OH. DO NOT APPLY CURING COMPOUNDS GALVAN�D rMOUNT 8E A TROWELED JOINT MTH A IAN. 1/2 INCH RADIUS. 'P�',1{ TO THE AREAS THAT ARE TO BE TREATED WITH STEEL POST HEIGHT g F TRUNCATED DOMES. i 6. FINISH WITH BROW AND EDGE ALL JOINTS. F H DETECTABLE WARNING TEXTURE DETAIL NOT TO SCALE STANDARD SIDEWALK DETAIL 12'8-+i I•i NOT TO SCALE I r TREADS t.('1 I te•CONCRETE BA4E SEE PINT FOR MM6ER i• I • •J OF STEPS 4 SD MAX - 6 1-i/4' PIPE EME TO 1,01 YD. TYPICAL A.DA SIGN I .� 4 a • MEET ATYI REQUIREMENTS II - NO OREGON SPECIALTY CODE I NOT TO SCALE J - FACE OF CURB II--,_6• ,— ,R I 1/B•SLOPE TO FRONT % 1 J % C� 12'R C 2A Ji `GNC SEE DENTAIL DN NTHIS L 8' C S r\s%s4%I____) 0'CURB EXPOSURE I 10' NOTES TRIM ARCFATECT/OWNER PER .I.... 1 SIGN BACKGROUND WHITE.RETRO-REFLECTIVE SHEETING T �/� //�� 4' WIDE WHITE STRIPES O Aj�y r�y /,�. 2.SIGN LEGEND GREEN,RETROREFLECTIVE SHEETING 2• O.C. AT 36 DECREES PAVEMENT ��y X49 ,�Y9,.iTa7•1;••. .•rB •'_,. if r�"�r�� W 3.THE DISABLED PERSON PARKING SIGN IS USED TO DESIGNATE A PARKING AREA /{V •} ' li• �'1��.��i,,�'i �ja f RESERVED FOR VEHIq.ES WITH DAN PEWIfT AS STATEp. \,rr , MT.-SKID L NOSING I TO 38' BASE COURSE ,- 1401 •�A a '• e.'� . SYMBOL. SEE ADETAIL PARKING ON ('YP) All TREADS I I B 3H',•• ..-` 41rd1�- !A' DIMENSIONS(INCHES) F-•-9' 1 I -9' THIS SHEET. LIJ CONCRETE LANDING BASE COURSE a WV SIGN I PER PUN Iii FLUSH CURB WITH 0 E)1POSURE 6'EXPOSURE A B G D E I F C M J K PER PLAN 16"MO STANDARD.t CONCRETE TO HAVE A BREAKING STRENGTH OF 3003 PSI AFTER 2e DAYS. ST2 1- 2C 6 4 1 8'MN FOR WFEELCtWR W STANDARD CURES OTJ WALL J OR VAN ACCESSIBLE) WHLTIE SHOWN ON PLANS 2.EXPANSION JONiS. IJ ST 13 NOSE BAR A TO BE PROVIDED' A.D.A PARKING STALL SIGN 1)AT EACH POINT OF TANGENCY OF THE CURB. NOT TO SCALE NOTE: CONSTRUCT/INSTALL ANSI FACILITIES IN 4± ;�S .fi�;:►. ' 30'AUX 2)ATlACIICOLDJOINT. ACCORDANCE PATH ANSI 117.1-03 SECTION 502 Z I/2' RAD MAX. •:6L./. N1� EXPANSION JOINT 4)AT EACH END OFF DRIVEWAYS STRUCTURES. A TYPICAL A.D.A.PARKING STALL co -WT. 4)AT LOCATIONS NECESSARY TO LIMT SPACING TO 45 FEET. NOT TO SCALE '1 4•MNMUM r`(!.. �p� B.MATERIAL TO BE PRE-MOLDED.ASPHALT MPREONATED.NON EXTRUDING. `- O W wow WITH A THICKNESS OF 12 INCH. E f9 !:!J��?J!T. �:� Z NOTE- c� 9 CONTRACTION JOINTS. , F ,�R A SPACING TO BE NOT MORE THAN 15 FEET. B VA,_I C(STROKE VADTH} Lu Z STAIRS TO MEET CURRENT ADA r B. THE DEPTHDFTHE.IOINTSHALLEEATIFASit-12NG,ES ACCESSI: �It G _ Q Q V GUIDELINES AND OREGON 4 BASE ROOK TO E Y4'$'COMPACTED TO GEO REPORT RECOMMENDATION STRUCTURAL SPECIALTY COOEE I—, I AND SHALL OE TO 9UDGRADE,STREET STRUCTURE,OR.'Ni E 7 BACKGROUND W Z O 7 Ce DEPTH.WHICHEVER 13 GREATER - CONCRETE STAIR SIGN NO R7-BP NOT TO SCALE STANDARD AND FLUSH CURB L C1 c w :Lt.W CI NOT TO SCALE NOTES G. LU 1-U4'PIPE RAIL B0, CONFIRM RAIL COLOR WITH.BRCHTECT/OWhER POST PER MANUFACTURERS REQUIREMENTS. SIGN BACKGROUND:VMTE.RETRO- LECTIVE SHEETBiG A '^ '9 -TL"�' 15,ar I SIGN LEGEND:GREEN.RE7ROAEFLECTNE SHEETING AAJ v ----"— — THE VAN-ACCESSIBLE SION SHALL ONLY BE USED WITH SIGN R7$TO DESIGNATE THE PARKING SPACES THAT HAVE AN ACCESS AISLE B FT OR WIDER. ' DIMENSIONS(INCHES) 31'MN-I3B'AMC IyJO BE T BE INSTALLED DURING L_ RING OF CONCRETE �� / A B C C, E F O H L NOTES B E►lEOMA NT _ fEANDARD to B 38 3! 2-IN m 1 7-1/2D 1-1 OR T.PAVEJAtNI MMLWNIi BACKGROUND:OPTIONAL.BLUE,RETNO-I Lk IIVt VAN ACCESSIBLE SIGN 2.PAVEMENT MARKING STENCIL WHITE,REiTRO-REFLECTIVE NOT TO SCALE 3.THE PAVEMENT MARKING STENCIL SHALL BE USED TO DESIGNATE AN RAMP HANDRAIL DETAIL ACCESSIBLE PARKING AREA RESERVED FOR VET-ROLES WITH DAN PERMITS. SCALE NOT TO SCALE A gA1ENSIONS(INCHES) T '• • LEGEND - W IIIIII � SHEET I i p A B C D E F O ON MS FN6ARS r VIIHEELCHAI'�I� E MRwMI.I 2a 3 - t: AL AT 1rERNATE BENC DEEP KNIFE JOINT MEDIUM BROOM PERPENDICULAR . g I�� F \' '1T0 PEDESTRAN TRAVEL SER ONLY I� STAIEItKLMNY 41 9e HvaHx FHt DETx t «.aor4nAJOU6 / � ` ON 11� 1 D TYPICAL A.D.A.PARKING SYMBOL `EyK(D PPOFf I/DIraDNTK III!AT 4 NOT TO SCALE 1�+` K IN tr u MMAxaaJr N a ,s.ts G $IGN NO OR7-8C AV 7TB7BE ,:m A 1:1A Ct G r MLiX t"`uP < I NOTES J /�/ FIaaH 96MDD —11 NOTTS . c. �� 1. SIGN BACKGROUND'.WHITE.RETROREFLECTIVE SHEETING 1. PLACE ARROWS IN • a�: S �y PLAN_ _I I I 2 SIGN LEGEND:GREE11.RE71t0-REFLEC7NE SHEETING LANES. SEE SITE FIC Y-Y , r• '1.4 a SO' 1 PLAN. ,, I Roxrual OATS maws i 2. 3. THE'WHEELCHAIR USER ONLY'SIGN SHALL ONLY BE USED WITH THE 2 ARROWS TO BE WHITE cr ` 2r DETECTABLE WAKING TEXTURE DISABLED PERSON PALLING SIGN(8741)AND THE VAN ACCESSIBLE SIGN PAINT. 4 w p SEE CCM.ON THB BEET 3 IR7-8PI TO DESIGNATE THE MMEELCHAiR USER ONLY SPACES AS DEFINED IN 3. ALL PAIN T RL ova 16rnrmq IIME1 •MXOBNI ORS 447 231 PAVEMENT MARKINGS j BAIA�11 RAMP B SHALL CONFORM TO / DRAM IBS a _._. 1 I CURRENT 0001 I J OEBOED I IDI rOR NOTES: DIMENSIONS(NCFES) SPECIFICATIONS FOR o- K9R 1. SEE DETECTABLE WARNING TEXTURE DETAIL ON SHEET C6.1. SK,YI MATERIALS AND f W H XT 2. TOOLED JOINTS ARE REQUIRED AT ALL SIDEWALK RAMP SLOPE BREAK UNES. I A B C C, 0 E F G INSTALLATION. In PRIERS I2tJD]210 3. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS. - SN@T TITLE 4. RAMP TO BE CONSTRUCTED SEPARATELY FROM SIDEWALK AND ISOLATED BY EXPANSION MIXT MATERIAL I MINIMUM 16 9 SIB 90 2-114 1.1120 1.113 1.1)28 I— DETAILS B. CONTRACTOR TO ENSURE RAMPS MEET ADA/ossc GUIDELINES. -` DIRECTIONAL TRAFFIC ARROW DETAIL 2 MEfTRNBER CAST IN PLACE WALL ACCESSIBLE SIDEWALK RAMP DETAIL WHEELCHi4lR ONLY SIGN NOT TO SCALE C5.0 SCALE:HIS SCALE:N� SCALE NOT TO SCALE W O- r ---- I 6 37rW GENERAL NOTES SANITARY SEWER GENER4L NOTES -` LL a; �. 1 i.;l■i+�.�i I �1 1. ILL STORM SEWER CONSTRUCTION AND MATERIALS SHALL CONFORA TO t. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO TIE REQUIREMENTS SPECFED PERFORATED FIFE DETAIL THESE PLANS NC THE APPLICABLE[REQUIREMENTS CF TIE UNIFORM BY CITY OF BOND NA THE OREGON PLUMBING CODE_ `° °o °e PLUMSWNCi CODE,AND THE APPLICABLE REOUR�6T6 OF THE cm CAF 8 8 8 8 8 8 a 8 8 8 8 8) J ____.-._ _ TIGARD. 2. ALL WORK IN PUBLIC EASEMENTS SHALL LEN ACCORDANCE VAIN CITY OF DGARD DESIGN 8 C� z NO DFINNAGE PIPING DR PART TNEREDP.WHCHt B CONSTRUCTED OF STANDARDS OHIO 9PECIFIGATION3. RATER MITER MATERIALS OTHER THAN THOSE APPROVED FCR USE IRDEROR KRIMi A 5. EIUSTWO UTILITIES SHOWN ARE APPROItMATE ONLY NO Ft SHALL BE THE CONTRACTORS BOTTOM HALF•NO HOLES BUILDING,SHALL BE INSTALLED UNDER OR YVITIRII FINE(SI FMTOFANT RESPONSIBILITY TO VERIFY THE CORRECT LOCATIONS BEFORE 0100010, u BUILDING OR STRUCTURE.OR PART THEREOF.NO LESS THAN ONE(1)1F001 4. THE CONTRACTOR SHALL LOCATE AND VERIFY OTHER UNDERGROUND IMVRt7YEMF.M3 PLAN BELOW TIE SURFACE OF THE GROUND.(EXCEPT N OR PRIOR WHERE OB PRIOR TO C0H13TRUCTION. ETER BOX 5 ALL PIPE TO BE INSTALLED WITH WAPORT RIFE MOOING PER THE OETALL ON THIS SHEET. NOTES: a SPECIFIED).THIS INCLUDES STRUCTURES SUCH AS PORCHES AND STEPS, N O I ES: WHETHER COVERED OR UI/C(7JERFD,BREEZEWAYS,ROOFED S. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF TIGARD PRIOR TO ALL WORK S WRHN THE PUBLIC EASEMENTS I•UNION EACH SIDE- DOUBLE CHECK $ PORTE-COACHE:RES. ROOFED PATIOS,CARPORTS.COVERED WALKS, t. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. VALVE ASSEMBLY 7. ALL SEWER CONNECTIONS NOT WIDE ST A STRUCTURE Pt U G MM TO B[PAYE'CORRECTIONS TO 2. GRADE SUBGMDE TO PROVIDE MANIFOLD WITH POSTTNE DRN AGE. COVERED DRIVEWAYS,AND SIMILAR STRUCTURES OR APPURTENANCES. _ 1 LOCATION OF EXISTING UTILITIES ARE WED ON AVAILABLE INFORMATION.IT PRNATE MAINS AND TEE'CONNECTIONS TO PUBLIC MAINS. IS THE CONTRACTORS RESPONSIBILITY TO FEND VERIFY DEPTH AND 9 CONVEYANCE BM AT MINIABJM FOR 25 NEAR EVENT STORM FLOWS. .• E LOCATION Of EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NFgRM THE 4. FITTINGS TO BE BANE MATERIAL AS PERFORATED PIPE. , ::, /!/.�. %./ ENGINEER OF ANY DISCREPANCIES I THE RAMS CALL FOR LOOTER AT S. PIPE SECTIONS EXPOSED TO SUNLICIfT SHALL BE OF MATERS_NOT SUBJECT TO �M. i./.</ •O,O\\\ \\\/ LEAST 48 HOURS PRIOR TO CONSTRUCION. OEO1714DATION FROM THE EFFECTS OF Sl1HA.KFMT _- /�//` /\//\\//\ ki,,1 12. - 18-•4. ME CONTRACTOR SHALL AT ALL TIMES ABODE BY AD4l1CABLE SAFETY RULES . a r \ //� / OF 0 S HA AND N PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING WATER GENERAL NOTES i AND TRENCH PROTECTION OF WaRIVao4. :��:-. ; 4.�.iji:fly �ie: 5. RIM ELEVATIONS OF M NHOLES AND CLEAFIOUTS INMAN PAVEAEM ARE I. ALL WATER UNES AND APPURTENANCES SHALL BE INSTALL®IN ACCORDANCE WITH CITY 8• APPROXIMATE,FINAL FINISHED RIM ELEVATIONS SHALL MATCH f%MSHED OF TiOA CONSTRUCTION STANDARDS.ORAWNGS AND THE UNIFORM PLUMING CCCE I WATER METER I '' •.10,IfE'1-••••F-E 0.' •'•P A V E M E N T GRADES. 2. MECHANICAL JOINT FRTINDS SHALL CONFORM TO RA MA C110 NC SHALL BE OF A CI ASS • Ike....°f e.�II I•°•• R S. ALL TRENCHES PARALLEL TO THE BUILDING SHALL BE KEPT OUT OF THE AT LEAST EQUAL TO THAT OF THE ADJACENT PIPE. ' --- •♦' r 4�� ANGLE OF REPOSE FOR THE BUILDING FOOTING. S. CONTRACTOR SHALL PERFORM ALL NECESSARY PRESSURE AND LEAKAGE TESTS ON ALL /f/ ••, NOT TO FXCFFr. 7. CWINGES IN ORECTION OF DRAINAGE PIPING SHALL BE WOE BY THE WATER UNES PER CITY OF TIGARD WATER STANDARDS. PERFORATED PIPE CRUSHED ROCK BASE- 24•DEPTH APPROPRIATE USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES 4. ALL FRTINOS SHALL BE RESTRAINED PER CITY OF TIGARD WATER STANDARDS. PRESENTED BY ONE-SIXTEENTH BEND.ONE-EIGHTH BEND,OR ONE-BOOTH 5. PRIOR TO BEING PLACED IN SERVICE.THE WATER UNES AND SERVICES SHWL BE FLUSHED, NOT TG SCALE BEND OR OTHER APPROVED FITTINGS OF EQUNMENT SWEEP. STERILL2ED•AND TESTED,ALL N ACCORDANCE WITH CRY OF TIGARD WATER STANDARDS ELEVATION 8. INLET ANO OUTLET CONNECTIONS SHALL BE MADE BY THE USE CF A FLEXIBLE AND UNIFORM PLUMBING CODE BY THE CONTRACTOR COMPRESSION JOINT NO CLOSER THAN IT AND NO FARRIER T N 3E FROM E CITY OF TIGARD SHALL SE NOTIFIED AT LEAST 48 HOURS?MGR TO ANY WATER UNE THE MANHOLE.NO FLEXIBLE COMPRESSION JOINT SHALL BE EMBEDDED N CONSTRUCTION. BOX SPECIFICATIONS THE MANHOLE BASE MAMMME8 SHALL HAVE A SMOOTH UMFORM 7. CONTRACTOR SHALL MAINTAIN A MINIMUM CF 31?COVER OVER THE WATER LINE WATERWAY WITH CHANGES OF DIRECTION MADE NTH THE APPRDPRLA1E B LOCATION OF EXISTING UTILITIES ARE BASED ONAVAILABLE INFORMATION.IT IS THE DEVICE SIZE BOx TYPE SWEEP OFFSET AS PER THE OREGON PLUMING SPECIALTY CODE OONTRAC'TORS REDPONSERITY TO FIELD VERIFY 0115,T1,1 AND LOCATION OF ENISTINC 3/4•- 1" BROOKS 1141 B SERIES OR EQUAL OPEN-GRATE LOS WILL NOT BE ALLOWED ON ANY MANHOLE. UTBITIEB PRIOR TO CONSTRUCTION AND INFORM THE ENGBEER OF ANY DISCRMANCRES IN 1 1/2•- 2' CARSON 17300 P151 OR EQUAL 9. ALL STORM SEWER CONNECTIONS NOT MADE AT A SiRIJCRAE TO EE WYF THE PLANS.CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TOCONSTRl1CTICN. CONNECTIONS a ALL ON-SHE DOMESTIC WATER SERVICE SEMND METER SHALL Bt INSTALLED BY LKENSED PLUMBERS WORKING FOR A UCNNSF.D PLUMBING CONTRACTOR. 10. WATERLINE SHALL MANTAN A!ANNUM OF IC VERTICAL CLEARANCE FROM SEWER LIES INSTALLATION SHOWN IS ONLY A SUGGESTION. C/ ALL AT L TIMES. LL I. DOUBLE CHECK 10 BF LOCATED DIRECTLY BEHIND WATER METER. W 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST IF- COCKS w BELOW GROUND INSTALLATION. 3. DISTANCE FROM 3oTTDM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, w AND QEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSOERATIONS V FOR INSTALLATION. Et „.•+ NO ALE LL L....,L....,ar •.•T .o• ... Awsl..P MOMS. DOUBLE CHECK OM.,la - O LlJ 'o.aw,,,. Ja.200/1 ASSEMBLY 530 C/) I- I- STANDARD FRANCNOCOISR . Q U 0 N:T FRAME H NON.SNMR MOM W U' 1 1/8• GRADE APRA r ANN or 1.1M. >- LU 3/4" Ir-11 1/2"-al 1 1 WITH WARM IX/FR MOOT KNISH /1 0 AC OR CONCRETE PAYING FATII WARM 11DHi otRDUT Z 1O 1/2"-.1 OR OTHER SURFACING a+ �� -i MrruL w LLJ _ / NON-SHRINK GROUT - O •i ;..'^ • DUSTING SURFACE GRADE r.N•,DU sTv STANDARD CAST IRON - =Ir 4. ' / WA'CRUSHED ROCK FRAME AND COVER STANDARD MANHOLE -II MIN cC rn.aC(Mot BfCFlLi1BOJE ♦ -?% ,' GRADE RING •,-_ PIPE ZONE �n ' % IN AREA " i_IS'I . :.,c GRANL4AR BACF LL OR WW 7 % APPROVED NATNE MATERIAL CLASS 3000 AS CONCRETE PAD REQUIRED ♦ �"/ � ,` 4•MIN. CONCRETE - OFT: 4• IN PAVED AREAS ONLY �' MAr•loleAwt:acTION p-..T..+ NAEAB CUTSME Of ♦ ..S'£- 4' PAVF)@R MIN vAroAai t".n •O % FINISH GRADE / % x�!1'�A� •;7:.,•'-,M- ', PLUG PER PLUMING CODE 17 1/Er I• eeeo % � ) I \' CAST IRON FRAME IITyK ri,c f EXISTP3IMTUBAL HON- , 5.10f I I !�!•-,� 3/4" IN�ST�AL�L 2'N2•x4• CONCRETE .• . r.wnr / LP�'CAUSIE{I R00( MEMBRANE Rail I /,2�. WATERIUMBI PIPE PLUG ,,R e.% I j�4-�W• � • PER PLUMBING CODE I 4• PAD IN UNPAVED AREA. �T, WACAFLL o° /'411 I I r33��j� F MN I k` \� °a.� SEWER MAN DOLLAR I I 1L7 �/\ 3O::% 3R'IT CRUBFED ROCK /i'14 �;4f �H, - :R ID` • • /• WBMUTA OB ARUND S ;.•• 4 PPE DONE • p.7t•..b9Ltb„L CLEANOUT 3/B' III. 1 2• \ _ BEDGM NAM p 04 O . •f 9 7/8• .•: SNORE r.FT k' P -•r f \ RFJ:=s+Ir fA 'R CAST IRON '(.OVER ...!•,..i. NOTE: ,T'MAX P.A On. 'l/'/'/'/• �,, =� !,I• d. ALL CLEANOUT MATERIAL TO r r. - '/ 8� �••Q TM m�PE BE SAME AS CARRIER PIPE.• -PPE OD. - CLEAN CHECK / IL€RA I IS \/ ::' :• '• "Flbli '-' _ .• PLUS 1$104 EXIFNOABLE BAERWATER '' !AV I A�,j PAID INSERT PPE WIAA�10 ' 4' CONCRETE Wb°B . :L 1 A....1:?,..:� NOTE \ .• �A 11,!RA!\ s _ •F MM•INU4 N: 4,,,E9 PROM Sf t. BACKFO1NClIFTS I, / E�j¢!�! • IP , , C;,,}}q •S .,,I•i �` ENGIN ff h 2 THE MOTEL NPAVEENTANSBILPICAIEAB \ \ \/\ ; ` 1 N\/>"\'\�`• CAP .F.'M.• _R.?I 4' 9 'Fi- SHOAOBEATLEAST921LOFRELWMNDRY \ /•, 4. rr4 /\/ • DENSITY AS DETERMINED BY TIE ROME PROCTOR t�sr.�iy�'A.��iri�i�•♦� 4 'i.4$1.0 f y+i:o,:, .,� ,•∎ fig& //�GREGOR TEST IEHOD(ASTRO 1001E4E1CW I FT FROM TIE �- .'r. ' ,..• ,::I.,A.fiW! �.... 4*.%S.yi/. • .,..��.. Y.• 4• C 1. ALL-478 MATH CAST IN N POLICE RINGS STEPS. CONFORM TO ASHY , A°+ FINISHED SAIGRAOF SURFACE MO 961NTHE WPM -� MFR, •.-4,T 1.�•;• .•••••••••••••••••••"•• 2 BASE CONCRETE SNAIL BE 3.000 PSI MIN. (28 DAY STRENGTH). %TN C.6Mpt 1. ON.WTE SPOILS MAYBE USED FOB BW(FU.N --' 2-4 N. SUMP. FLOW UNES AND INSIDE SURFACES SHALL BE DfRAAtA1MMR Nv7n+e LAM:MADE'VFASOUTSOE THE PPEB®ONG IRE Ilk TROWLED SMOOTH AND UNIFORM AT TIME OF POUR. 4 USE OF NATIVE MATERIAL FOR BIQBILL TORE +� ,IL� ,Lys+ CLEANOUT . 3 4•-O COMPACTED 3. IN OYER-EXCAVATED AREAS, PROVIDE PPE SUPPORT USNG - DETEiWM®SYGEO1ECHICLENGMA r*y,@Si ..'+Y... -.r •kti*p£ L • AGGEGATE BASE ROCK 3/4"-0 AGGREGATE ROCK OVER OVER UNDISTURBED NAME DATE I IRTIENJ MATERIAL AND COMPACTED USING HAND TAMPER. BGAM I MB 3/4•-0 FLAPPER VALVE 4. ALL JOINTS SHALL BE SEALED RMTH PRE FORMED GASKETS OESICNED I10T SUCH AS KENT-SEAL NO. 2.RNA-NECK, OR APPROVED EQUAL I- YyI UTILITY TRENCH SECTION-BACKFILL ASSEMBLY BOOT CONFORMING TO FEDERAL SPECIFICATION SS-500210. Not TO SCALE BACKWATER CHECK VALVE 5. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. PROJECT• I 211051+0 NOT TO SCALE TYPICAL SEWER CLEANOUT DETAIL S. CCIIPACT AGGREGATE BASE FOR MANHOLES TO A MINIMUM OF SIEEI TTTtE 95X RELATIVE COMPACTION BASED ON THE MODIFIED PROCTOR NOT TO SCALE TEST METH SHEET OD(ASTM D 1557). - DETAILS NUMBS 48.0 SEWER MANHOLE DETAIL Et 5.1 SCALE: NOT TO SCALE Li., 2808AG__X 8'CUSTOM DRAIN BASIN 816-GA-3000 g 3 -t8 mI:RE IRON OWE �d(i LAA I OPTIC.. 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I rs I 71 P...4 YI.L W u!50.,•.EA J0-.a.1....y._..4,u.)W Yw.v.w I..•:.M(w.....+L..n�.w-.1. �� I��6+� MY FLOOR E TT E YFI.rOO $ t..N _A tI AI b. $A. 1 ... dTLET Ntt U H.:'lb I !P4 S)f...NN.:np. M.O..w..Mwn w.SJ.. lYOwW .ww mu) WARN IBN - �_" .N.°EY. A Aar.I.wa 06.,6.16.E INPna ANGCR•Nn..LOFA now vnw.Ia.s A.NrwPN.INC OW A*aNOrRATpMS MIT I i .)4NA.gamma,..e T wee.M e s... 0O® I MDT �jP 1 -.. .._._ RIAUJ N SPECIFIC,BY ENGINEER OF RELOAD -� L�... ! • TWI.PAR 6 C ITRAGTOR TO PROW.AOGIOSINT RATH3ri)CIEM,.A Iron AND REACH CAPACITY TO\IFT MO_,.1.E SrCMWrILT.R ry. ! • Memo I R9t al ROC IONS IU.INI.UILwk3 PROVIDED, 616-GA 60 816-GA-3000 S M++� \ OUTLETNK tr.TRACTW•O WAIL)AO SEALANT BEMEEN ALL SCC O1:ARO AS91.LF S MKILAII © PlumN (0 EIOEGI. InY 3210 FILTRATION CONTNKTORTON.ONOIw.l.,AN DGROUTM.SWM,.aSTtWSAEPP.rNNNWRnI4Y•WOR %N...mMCa.Mm.3MB GREASE INTERCEPTOR FLOOR A CONTRACTOR To 7A.ftoAPPROPRNt6 LMA. PEES TO PND`KT UM.100.FROM COMFM)CI.,-ROATEC Saw..Irt-NOA) ®�I'� H_ °�T DE AILS 6 F cm TRACTOR TO AMOK ne 1RMNCFEw POLE CIO NRwIn TIE VV...MOLA..u.6.w6. e..D NINR.r..o•....F2OEE♦OL Ode Rafted 2-2.2 3000 GALLON _- • .. TM 3,31 R.?2N. T Cp IIIU'M7 CEMPNiR0A1w -_ ELEVATION cr wn1RE�Rsn ( ��, *Am."l<.-r..,.LU I PROPOSAL 1 I.r.iL.r� M warn MIME, IL M.r..O 1 �. 1� W ^ C5.2 a . , IMO I - - - - - - DROUGHT TOLERANT PLANT MATERIAL - r�, SYMBOL TING _� .� REM SIZE QTY. COMMENTS _ - --- . +„f �� 5 6 6/SHEET 11.1 1�- 5 a 6 r SHEET 11.1 AS SIIOWM REFER 70 DETAILS•588 SHEET L7.1:i -♦I.P66.... I .�Tj7.^• d '� psi 1 ;: ��{► , URRBA`+R`GRRE` �`. �� / • _ a. � 42 - _ _ I I I �, GLED/TS1A TRICANDAOS INERMIS SNADFJOASTER• 23 REFER TO DETAILS A.S 6 B r SHEET Ll.l • a Q ii - �' SHIIDEMASTER HONEnOCUST 1-1/7 CAL/B&B r AS SHOWN i1 P9MU5 CONTORTA 6'-10'HT.I t REFER TO DETALS 3&61 SHEET 11.1 'k• �`30.00' y. -'E-/ __---- I '1- SHORE PU& BaB r As SHOWN r\j 1:§7. - �. _.. I 6 11.111^;1111• y � - __,---• 1 _4 .,. ` "..?;;;;.:7;,; y J/J ' CARP(NUS BE7lALA FRANS FONTANJE' 1-1?CAL./ 72 REFER TO DETALS A.5 6 8/SHEET Ll.t y�L, �. '•► F. ,7, COLUMNAR EUROPEAN HORNBEAM IAiB r AS SHOWN e `- r- ` O •.IAEIAIICIYER ALNFOU Y CAL I}TRUNK 3 REFER TO DETAILS k 5 6 6/SHEET L1.1•I 4 ' ,/ 1160, /=' I sA9'IUTOON SERVICEBERRV Bab/As SHOWN •,I I E20STWG DECDIXX/S TREE TO REMAIN CONTRACTOR TO PROTECT N Pt/ACE. r t d7�� J b . . /�j' I * EXISTNG EVERGREEN TREE TO REMAIN CONTRACTOR TO PROTECT N PIJICE. ly j'.. - `"-, V \... �/. �', ; REM 5@ CTY. COMMB•/TS #u• �� eillOile:r..../4,,H. J Q WNOWA AgIAFODUM ]GAL REFER TO DETAILS 2.S a 6 r SHEET Lt.t IN. 1■ •'• \\ // l�}�.,. OREGON GRAPE HOLLY �.. / - / IS ` �1 �f1••rJ 3 I O COTONE:ASTER:TEES S GAL 176 REFER TO DETAILS Z.S a 6 r SHEET 17.1 ff,.. . PARNEY COTIOFIEASTER j Imo. • I11i4 1 GAL 2B REFER TO DETALS 2.5 a 6'�` t S 9 GAL 30 REFER TO DETAILS 1.5 6 6 r.)■ , A. i'�• t + �� " �.�l _. $� -.'V>F/� Q NANDINA DOMSETICA IMOOVI BAY 1(EM.. 57., REFER TO DETALS 2.566'SHEET LI1 Ce a , e0 _>i �+ J 5i: I 1f •• -� ci ss ss - s tit - °' � -! � � 'Y 8 MISCANTHUSSINENSIS 3GAL. 2B REFER TO DETALS 2.566'SHEET 11.1 '�# filkalrair�� .•.• 50 .ri.- /� \ rr,f \II MAIDEN GRASS• a� 'L-I - J t1:r� �Ii�r: I I 0 PENNISETUMALOPECURIODES'HAMELN' 1GAL. . 98, REFERTODETALS2.566!SHEETL1.1 Z C C'I l:4 i "� J"' HAMELN FOUNTAIN GRASS ,.- �7�.'n Y 1C'• / ` f �• I FXISrNG SHRUB 70 REMAIN CONTRACTOR TO PROTECT N PLACE. J U 7�I! ' �• Cloll / !'#y'li �','• O OBOIROCOVERS a z �'I / f;. . 8 ITEM 5121 OTT. COMA&NTS .„•.. 1' '•APjj._ , •I 4 VxrGL MINOR'ALBA' \ 1 GAL.g 3,0'O.C.20.756 SF REFER TO DETAILS I,5 6 6 r SHEET L1.1 Z-F"• MFAIB11A111r1i PLAZA PLANTS t S!t! /11'Y J 'f.• �. •. F / \ rte: .' I. (�H�`E IKL`E x.657 PLANTS O V/'1. .I„ .�. .•.r �.sx •. 1 �X / ` • • . I PROiIME 303 SUN MIX SEED 6.500 SF Z F W 1F \ INDIES 8 HOPKINS-PORTLAND 6 IBS.l 1,000 SF .II ...�.,w.r_ �"° ` . �) O • -•r MISCELLANEOUS J z .• N / •M •• REM 9ZE QTY. COMMINTS ^� ¢ w Z •FA. - +� r� .... '•I. A�X 1°. / :::.:16.• .Q 'y�1 •• I, ,1 MEDIUM FIR BARK MULCH 7'LAYER 2]05 SF LL O J/ i • • ...r \ 1 O POTTED PLANTER(TYP) !/ •• )I • Q W '' k° . ' - \ � � ,a``'' I•$ • i� i• GENERAL NOTES:LANDSCAPE PLAN c� z Cr C.1•�il', • -� \ �fr-�i'// •.. - `'� ' ' )• • 1. CONTRACTOR TO VERFY WITH OWNER AND UTILITY COMPARES THE LOCATIONS OF ALL UTILmES PRIOR TO CONSTRUCTION.TO DETERMINE I". 1 '�' W • .... �•,,. „ •.• / f �� -�° .s . •° , Gee .I OF./ THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTIUTES,WHETHER SHOWN ON THE PLANS OR NOT.THE CONTRACTOR 0 A-+- L FT a AA • `/ ` .:/ .. • • •1 • ) •• SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. Z A/ LJ < 47�E�14i ....n�...w. 4‘.*: �.' ,r, R.I 6� • I ) 2. CONTRACTOR TO VERFY LIMITS OF WORK BEFORE STARING AND EXAMINE FINISH SURFACE.GRADES.TOPSOIL DUALITY AID DEPTH.DO NOT < LL w (9• T.T:. + . � � ;. •� . s��`L ) START ANY WORT(UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. J T I 1 f �A ` ,MT 4♦. • ; . / • 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS N WRITING TO THE LANDSCAPE ARCHII I _ ....t._,--A f�• ` E �/ f • oy-'� 1 • A REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER.APPLY AMENDMENTS ANI� y', y g. i.. ........._�"'�� • z.,.:•.0.4%1 1 AF.�" • -�-• .. /•. O s t:JJ FERTILIZER PER THE RECOMMENDATIONS OF THE SOL ANALYSIS FROM THE SITE. m'7[ E A /' t •''I • 5. ALL TREE AND SHRUB PLAINT MASSES TO BE CONTAINED WITHIN A 3•LAYER OF BARK MULCH BED.DO NOT INSTALL MULCH N ANY WATER DUALITY •I .. . q •�• •'t.• •4- Allii 4 FACLJES ON SLOPES BELOW TIE TOP OF BAN(.• •', . ` ' c-. ). 6. SHOVEL CUT BED EDGE TO BE NO LESS THAN 17 AND NO MORE THAN 1S FROM OUTER EDGE OF PLANT MATERIAL BRANCHING.WHERE•It, 4 ••A. a1.` /.. ) T.•' GROUND-COVER OCCURS.CUT EDGE TO LIMITS OF THE PLANTED AREA SHOWN.• // ylf•-'• 7. CONTRACTOR SHALL/MAINTAIN POSITIVE DRAINAGE IN AU.LANDSCAPE PLANTING AREAS. 14• '- �� .. - , �'R! •_{? 1"•- •- A.�.IIL. r , ••4 6. CONTRACTOR TO FINE GRADE AND ROCKHOUND TURF AREAS PRIOR TO SEEDING.TO PROVIDE A SMOOTH AND CONTINUAL SURFACE.FREE OF•1;1.4 _ O'6 BB t� ... ,� A� ; iv' IRREGULARITIES(BUMPS OR DEPRESSIONS)6 EXTRANEOUS MATERIAL OR DEBRIS. „` '0•ILM'• ,-4.. �� , .t��' .¢ • I a. QUANTITIES 5/1OWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE OFFS AND ARE NOT GUARANTEED AS ACCURATE I�t.-• ..�, •e��,IF�. . . _ __ •• •i.!.<`. .t. I . REPRESENTATIONS OF FINAL F THERE I S OR MATERIALS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR BE QUANTITIES AS REQUIRED BY TIE T PLANS AND SPECIFICATIONS.F THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT LEGEND AND THE WAITITY Of GRAPHIC I - V I •--_.1_-`-- - .-.TI-• . •. _go-. . • I �- SYMBOLS SHOWN.THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN. •. I • • :I • 74 AREAS COORDINATE SHALL LANDSCAPE INSTALLATION WITH UND DRIP INSTALLATION OF UNDERGROUND FOR COMPLETE LET AND NT COVE SYSTEMS.ALL TI PROPOSED at BE PE i i / _ 11 AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND DRF•IRRIGATI N SYSTEM FOR COMPLETE PLANT COVERAGE.IRRIGATION SYSTEM V/Ll BE N.'°-7%14 DESIGN-BUILD BY OTHERS. ` 11. CONTRACTOR SHALL NOT REMOVE ANY EXISTING TREES WRING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE LANDSCAPE I�` •�• ARCHITECT.EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE LANDSCAPE ARCHITECT. �.. ilik • • 1 w 12 WHEN PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTLRIES OR CONFLICT WITH EXISTING TREE CANOPIES.NOTIFY a 1 LANDSCAPE ARCHITECT IN WRITING.REOUESTNG ADJUSTMENT TO TREE LOCATIONS. ,‘•••;F::'...:1,� 13.INSTALLATION CONTRACTOR SWILL MAINTAIN TREES.SHRUBS.LAWNS AND OTHER PLANTS FOR A PERIOD OF ONE YEAR(365 DAYS)UNLESS $11. OTHERWISE DIRECTED BY THE OWNER.THE LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER INSTALLATION AND WRITTEN �� NOTIFICATION TO THE OWNER AND LANDSCAPE ARCHITECT. m 14. TOPSOIL SHALL BE TESTED BY A QUALIFIED SOIL TESTING LAB AND LAB RESULTS FORWARDED TO THE LANDSCAPE ARCHITECT FOR REVIEW c 1STE TESTS SHALL ANALYZE FOR LANDSCAPE SURMA/LITT.WASURPG MACRO-&MICRO.AND ACCEPTANCE PRIOR TO '.,;I!" 1 NUTRIENTS,ION,AND SOS.ClAS51FIUSTK)NOjllli SANDY LOAM).BACKFLL MATERIAL FOR PLANTING AREAS SHALL CONTAIN APPROVED TOPSOIL i• 7 9 .4/N' FNE GRADE COMPOST.TOPSOIL.FERTILIZER PER SOIL ANALYSIS RECOkEEHDATIONS. /Tt ra)�, re I 15. CONTRACTOR SWILL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATER6IL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO AU gE [ gna • NSTAIlATDN.PLANT SIIBSTITIR10N5 WITHOUT PRDR WRITTEN APPROVAL THAT DO NO7 COAIPIY WITH THE DRAWI005 AND SPECIFICATIONS PATRICK GAYNOR -0 • 1 I. MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT N RCOST TO THE OWNER.THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH r �O' PLANT MATERIALS THAT ARE N COAL tIANCE WITH TIE DRAWFDS. OREGON '`Y'' N. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AU.PLANT MATERIAL W THE SIZE SPECIFIED ON PLAN PRIOR TO INSTALLATION.N THE ` ° ° lit e ♦ I EVENT TIE PLAIT MATERIAL IS NOT AVAILABLE Be THE SIZE SPECIFIED.THE CONTRACTOR SNAIL SUBMIT TO THE OWNERS REPRESENTATIVE. yt s�/19/11-A AND THE LANDSCAPE ARCHITECT.A WRITTEN ESTIMATE TO INCREASE PLANT MATERIAL(AND INSTALL)THE NEXT AVAILABLE CONTAINER SIZE '�E A�' III' �� PLAIT(I.E.A•POT TO ONE GALLON CONTAINER.7 CALDER TREE TO 2.5•CALIPER). macs 06/51/14 II I ° ° • I 1 17.CONTRACTOR SHALL BE RESPONSIBLE TO 9APLEMENT BEST MANAGEMENT PRACTICES TO STABILIZE ALL SLOPES 3:1 OR GREATER AND 0� PREVENT EROSION OR MOVEMENT Of SOIL FROM SLOPES.THIS COULD INCLUDE.BUT NOT LIMITED TO EROSION CONTROL FABRIC.STAKING. ®® A- NETTING.AND STRAW WATTLES.SUBMIT METHOD OF SLOPE STABILIZATION TO LANDSCAPE ARCHITECT FOR RENEW AND WRITTEN OATS I B27(WI3 !', ow c• a T • APPROVAL 30 DAYS PRIOR TO IMPLEMENTATION. mow IPSO IF $, o SO SO_ -SD - _77: • ' _ii 16. PRIOR TO MOBILIZATION THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT.N WRITING.F IT IS BELEVED THE PLANT MATERIAL SO F ® `' DENTIFIED ON THE PUN MAY NOT BE SUITABLE FOR THE SITE OR MAY DE.SUBSTITUTION REQUESTS WILL BE GRANTED BY THE LANDSCAPE MIMEO I PEG ® '• .•0 `�7 ARCHITECT PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.F NOTIFICATION IS NOT GIVEN TO THE LANDSCAPE ARCHITECT ALL I. CHECKED I KSR di F �•- •• Xl- 1L ]- 1' ¶�' PLANTING WHICH FAILS TO GROW(EXCEPT FOR ANY DEFECTS RESULTING FROM LACK OF ADEQUATE AWNTENANCE AS DETERMINED By THE ... pROLRP H.LVIO B'r'y= -_ ., _. •cKY �Y u 11+1L. ...4--T X,, - -T 11 -_ .••� ilk OWNER.NEGLECT OR VANDALISM)SHALL BE REPLACED BY THE CONTRACTOR AT TIE CONTRACTORS EXPENSE. ♦A- m�•■ - � K---- - l( TwT� Tl. • 19. NOTIFY THE LANDSCAPE ARCHITECT IN WRITING,WHEN CONDITIONS DETRIMENTAL TO PUNT GROWTH ARE ENCOUNTERED.SUCH AS RUBBLE V�+ SHEET TITLE• • FILL.POOR PLANTING SOIL.ADVERSE DRAINAGE CONDITIONS,OR OBSTRUCTIONS,PRIOR TO PUNTING. PLANTING PLAN 7%.77==== � ` 20. PLANTING RESTRICTIONS-PLANTING IS NOT PERMITTED DURING THE FOLLOWING CONDITIONS.UNLESS OTHERWISE APPROVED IN WRITING C MEDNA A.COLD WEATHER.LESS THAN 32 DEGREES FAHRENHEIT C/• B.HOT WEATHER:GREATER THAN 90 DEGREES FAHRENHEIT N L1 .0 C.WET WEATHER:SATURATED SOL W 0 15 30 80 120, D.WNDY WEATHER WIND VELOCITIES GREATER THAN 20 M.PNI. IL^ J i LINO WE1 - o I -% \-. lilior 1,1.4-- 1 E $494/4(e -(J(J , \ T . N• " O REMOYE CONrM ROIL SACK TOP V3 GF OO NOi CUT __- ..33((\\ //IXCXX\\ BE BAKED SAUCER 4'L " c I'., ° FROM ROOT 6MLl ROLLS FROM I/3 OF Il •_-f N IE�� -� e i BE SAUCIE WSA WATER ' PRIOR TO5,,T LL. PRIOR TD BAGff1AR1Q •� * • � !��. ° ° v I AFTER PLANTNG. *1'• i'° r�{. . ' ' 34•W IOTN M/ST1 5-- Q • Cam' '(1 3M•WIDTH P1/.4rIC ix,. I INSTALL DARK W LCH WS �+P I - TREE TIE GwVN LOCK R�L BACK TOP 1 . - .��.._y. V' t-(/lam 4_- i --- • -- - FINISH GRADE Alt..'".f ,�••a' BACKFU WrtN tS aF A1IBAED TOPSOL. OHA SAUCER.SAUCER SHALL "A �•,�...'(I OR APPROVED EQUAL 9lINl,P FROM Roar BALI +�•.•.. V'� �A�• LOCK TOR APPROVED i ♦ ♦ N ANN TOPSOI PER LAB ANALYEISAW- SOAKED WITH WATER iv ,...i`.]!'l y ily.;, • x A4'WOOD STAKE PR DR TO BAr LL °Y iiii•-i EQUAL PROMCT SPECIFICATIONS. •. •I 'II`�ff' ._ ._ INSTALL BARK MULCH L/7 ° FAN.SRAACHING °1 ' II•. Ek- " :i-/i 16. - i ,full 1-11:ll FINIBNaRAOE `� uwlsruaxEU SD4 alA.BAUCfle.sAUCBR SHALL -- c.maAT�ioK aaurEe)_'.4 If O , ' 1=11-II-11-11=11= E:[x:51 1 IL.- -fl _.. .•.-• AFTER PLANTING. 2"Kr WOOD UWE EouAr. a.yi,., 1=11=N ^* �� 5._. . =1 .,i..� 1 +a- 7S� I- L 11=11 - II- II-II' - II •4Tjy9��1, II I- II=11 } 11-I F, .�. - ... DRIVEN UNDISTURBED SOL ALL GROUND COVER SHALL BE HAWED AT =ll- .=111.1/- !!�� i _._,a 4'1`' 9c�, r jn' f• n.,...,.=,..„=, „=.,_„_._° °ll a� Ur"'°'Eca'rkr E Sii „T,' u,f,u,_ �4�� 10:---_-.4„,„TR€E,„.,EOUAL TRW/GIAAR SPACING PER ON CENTER - - _ TREE PUMPER. II- �+SPACING AS SPECIFIED d/RNNTING PLAN. '1 1-1= II I ,rII - ..•ALL- PTT WM.11s OP AMaADEO Rol El,,,,1 1- I1 -,.of.1 �1. f n TOPSOIL AAIENO,DPSOIL r „I,.4' - PER LAS ANUraBMJD III •1�R , .' T11- PTTwm/ Et4OT®ow LOCATE GROUND CCNER CNN HALE OF MN. IIBL I 'LI PROJECT SPECIFICATIONS. I1._ •I�IP■II�I. M=11 �AIAENO MEWL SPEC•ED SPACING DISTANCE FELON ANY CURS IIYt 1 t TL =1L=1�l PRO. C ANAL cuoc.rno Ir t4' " _I'-� I f - -11-II.Ju. PER LAS T ICAND SUtwALIL am OTMER NVUU SURFACE,MUSS SCARIFY 4OB9 ? w jr OTHER1MSE NOTED. AND '� 1M MN. SCARIFY 4'DEB ALIGN TREE STAKES PERPENDICULAR TO PARKDIG STALLS. AND ACT AVON THEE STARS PERPENDICULAR TO PARKING STALLS. Cil GROUNDCOVER SPACING DIAGRAM NarTOSCAIE 2J DECIDUOUS/EVERGREEN SHRUB PLANTING NlsrTO,TAAI EVERGREEN TREE PLANTING NOT TOSUME;4 DECIDUOUS TREE PLANTING NDTTOWALE • -r IUNT RaulatcouPtaf+uRCI 1 • N10'VALVEBox / °o " , r PNISHGA Z DRAIN ROCK MIN r 1314'CLEAN C RUSHED i f__---.-• �1iOE•. II F J _L_A •11-1 IIIYJiI�III� SOH.BD MAPLE '-" I- . f.� _. ;; r o sr I1y.I n IPII 7=11`-I% F' w 1- ' L 1.•i -I •�%"}• � I� i i1�IiL CONCRETE PAVER 44) 1 ft 'ail _ •CLEAN AND LIGHTLY l•••- •, 0 1aPaF,Tr,c "II --11.-I'- sRL LO STREET ELL I-:.1 % COMPACTED BAtTfflu O IN ronovrarocor IT_,"- MIL Uh; _11=N. xrL.oEU. � �� -Tit'!" i/1Wr-*-`.a. --TnACaaNOwTT�r Z -I GAL OROLEDCOJER ,� ,/' 3 S ll 11=11 :ram m - NA,LB�E ONLY U,,,,,. L J. 11-'- 1. - ' - I' ',n -'1 I!I1I�. �BQLSO NIPPLE I 7C=IIr• �I�,11�1111-- Q TRESS SNAIL EE PLAITED A - ILDIE'lli': _ I �` ,1 -t • :.Ih II=11 �� ,L 1111 LATERAL UNE OFFSET GROLLIDCOVHt ....OF Wir FROM EMI OF 4'h LAIOTAPEL�IIIfOLLI1rWr 1L7,11`!,±Niil1?IIII SOT.AD STREET ELL JL.](• • �� Li 1, 1b t x I"8 II -IIJI lii t1-11 //��/(/!/l/.I�• I�.-_ 4k .I _ 8f]t 40 TEE OR ELL. //047 I'4' ,Y FROM HEDGE C9lIHi®M PLANTER = - yO'° MINN AS R lMUS w 'R-, r [offal-Ely J L'b MANLl1E.5RE AS,wiRE� CD -- _ I `pTI 111.11hall 1i1„ ,E r=�C lL��t`Le�t- ..I�.2 -ATTACH HRIWTION WIRE J /1 3114' AIM JIB 11 III • NTERVLS OF 0 L i •�11- �� -TREE PLANTING-REFER .'"-.01.4:-. h MROIIF LTT6R1/M3 OF 2S'd' Q �. W '" r0b,;QC.A'. {,.� d•C 1 YOALVi*CRLAvou .I •""' ° I' • •oM,4-C1I,Gr��`'{•sI,.LA�`Y,B•340411• I H- M` �T�QUICK COUPLER VALVE NOT raSCALE 9 IRRIGATION TRENCH IN LANDSCAPE BED ,�TTOSrraLE w �- z Ng •I�.1 9-Q-`...)0C:C:k` 4''r- �'i eACKFiuYV1M/rOFAM9Dm I,: r4T r < W O til-OPSOIL.AMEND TOPSOIL PEI f _ :�b i U1R/1rIALTSSSAr4 PROJECT �'D Ar�.l. H� r Y -RANBIRD VB3TD YALVE BOX ____--_T CTNO M tnNQE1E 0 0 ``_ -_f / SPECRICJOIONS. .- .,- ' [ ' M �' f -FP GILAOE '• rAY/c S'ne a Lo;ATION < \' ■ \.__-- /J CORM [/� L_FLEDGE TORE - PAVEMENT - - 1 IIR.r/E. �!I 3� YAMS SUE NUTEW - �r. TIl �� 0 '+ Q �� I11I 1I m 11 I I 1 A- 1 II 11 111-II-11_ •.I ---cTrn'AI°Mar . LOCATED CENTER LII1L' tLAI1 MBL iJ.ir. A , r� EII -Bscu m i Z Z /'��-- OD.PrCTpMG•EL W Z CF ISLAND. V-40. �9 r .F•A a 11 INV,Asa ,1� T- �L I 11 M o_ u�,l �- (!7 w � 'a _ ��y�'c� �r�ay`y�r I..11 II! I l .`II i� Dr I •dl / • ' P - Lw►Yav 0 W • /`FRS'a `ii 7``i `i`.*, III�If r 3 ! E I4'1- -MNNLINE-(DNA VARIES( S�WO II 11:11/, //-if Ss',',' III . .4)c�� , II I? .M' Weill-or �+L i% I II-!I i/ .1 II Z ��/ <IX 'A`ao k �a1AI14le rC��vG' Ji$a \ l ?TP "11 RR• '+*1-ii I. CC '!iw aJ^s a ys+o a S:-y. � a�,yYL• f�'�=-":111111111,14.T •.J..�`f(��I 11�-.- BGLATIDN VALVE _1'' I!N�RLII < (1� •v a. "o%'aiad'%R„n//+'.SA� .3,ay�',d SS a`.S.,a;c+.``•` I � ,aL1}176ji1�L `r MN.DRAIN ROCK L I /,- 6L•rT' .-I V IL j FIE-COMPACT SOIL TOSS%REATNE COMPA:TUN. 11gilul1011.all+ `Y'I 'E'-ll (34'CLEAN CRUSHED) I / - `'•-••-mDaAES/Eara- Nmem = I Il I ,� .'r+IS-R PUlgsa1aM111tRO� RAGE NACU 7AWAY FROM TRUNK L�II LII�F-••-,•n 11,„-�I CONCRETE PAVER .III II�II .f .'.J1 �F __rPYOSOI TI!l lMAtllm. �. • Torsos.Donk TOW A.IM1114W OF 0s.'N PLANTER ISLANDS. ,{� u - .., __ _ • SEE RO MIG OCTAL FOR STAR DIG IMPLANTERS. SCR W S.T COUPLER -1I I- ¢L_I I4,:I- - IIRSAPRIITINCts BOTH SIDES `_ c PLANTER ISLAND-TYPICAL LAYOUT NorTOSexe (i SOIL MOUNDING IN PLANTER ISLAND NDrTOxrT1E ISOLATION VALVE NaTTVBI`.IF 10)SLEEVE INSTALLATION UNDER PAVING NoTmscuE --- PINT MATERIAL -- -'-' -PVC SCH AO TEE BAIT •• PVC SERVICE LATERAL -. PIPE FROM VALVE FEMALE THREADED PLANTING TOT 1 _ -4'_i ( WATERPROOF INTERURaF iqT C, PRIOR TO ADDING SOL OR RANTS r .F.,,.. MB ELL SAT -PVC UTERK PYC LATERAL PTPE WATER RE OF INTS OR OF CIRCLE `� Q SUOI LER RAIN x101400 -TTYOTpRP CUL65200 PVC v ._C C. ■ - � r MULCH LAYER Y/ .. -.• 11iEA0®mE .1 LARS TO 34'P T TUBING ' ' i• g LANE ICE LIMP . 6 ADAPTER Ia/FITER l IAA T Cr o PrnTMKi 9Dl PP COTS { _PGLYiIEk RR18EER ,U � LANDSCAPE OAI.YANTfD TIE CC*"STAKE Al RAM MO PFI411 (LENDT»A6 RECUREDI PI ORIPLINE TUBING RAN BU IDS-050 YM BEND 'r 4S GRAVEL FOR ORAINACf [(f (77Mf/UITOa 1O[AP AID RELt)L'.1TERLL R%LSTNC,NNC:IATNaICryFr111ENTS(IATEFlAlS, PLACE ONE EVERY THREE r /p. .4' • FLIER*AMC IM M.M CONTROL JatEBILOCATEIIVN7HIN 1?€LMT OP YrD14(AOAIEAB AFFSCTFO RY �G1ST � LM AR FEET OF TURING - ��ff'I. COEWIRIR.•14TFL SEAL wl TWO PMT EPDXY I f 1 J aDNTRACTOR TO REM(AIE ML POP4 P$PRAY HEADSA.o BIALDIA6 WALL,8R%YYAl1b AY41 /�- R Top of MULCH•3'OEM T; - NIARDSCAPe --- /+,w• auanr/a LaT IsLwx)B wrcNN THE uwr DP Ii.T1A11BJCTK7N gTLACE WiTN DRr LATE srsTEr1 •. /l`'\l\fA�'�r - LA'WC sCIUEDULE+DONJq LNE • TRIL7T on - - 'I .A�/Yj/ w CONTRACTOR TOAD.4J T NEARS W EYI5TIN41,AS19CAPE AKA TO RELIVE.REPLACE HE. AS r, \\\\, \ --rPVC SCHEDULE a61EEYPE r♦CES5A0.Y,0liN61D dMER.�i'RAY ONTO PAVE6SIMfACFA.• �. /�\Q/- rPNCx/coulEnu*FnAa [� i16FALJ.P W DRIP UNETT1BNfiGTEWILS AND StEENNGAND000ROIIWTF6LEEVKJGWRN OREGON I (• 'W \\�/\\j/\��/\//�\4.N,\/�s\/Q\\�\\��\\/ NARDaGwE NStN1AiiDN ,gPjl7' ,c,(' �\'(� ♦'\�\\'O\\\\`��\��\ O �\\��\\ 1 ,/gP'�F//' F% 1 CONNECT THE PRrnesEO REMOTE c A TRDL VALVES/RCM TO-HE, Ex/aTwG M Mw HE E'Bt/s T` .- rQ�%/.✓.�,/./�I.:i�//i/>i../i./I.///i;Ic _ /��///�//y�f�/,. �'f/��'� ALL WITTING VALVES ON oasTNO ww wF ARE DPERAnoNAL AT THE TAM OF CONSTRUCTION. 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I 1 I I I I •u I 1 I I I I 'I . ..e4 Al.,,.. .G.04 NBNHIN.1.p..0U.N0 • CON. aio NaO. ®SMcnav �r OW= W01.10 MX, ON[4N@K�on,muNU WOW IW tiIA A1.1.WO OW ANO C>.- - - - - - - - - - - - — — —'— — - - - - - - - - -- — —'-4—' — — —4 --- 4— 4-- - — — T OM.lo.wwneYw..MD.wswuN I I I DOC.WM.nWD..W.lWm.1101110 SO 40 AS f 0.01.0.60 KWM..ONO CO..a CI.IO D R.3/400.4.D 1.N 1.1.0 WAS VnC,IOF WO,COWSW1C1. / &Wen! NM 10 DIKUSAL DRAW.FONI .S.FICTI sets.GAGE,0.QG O.A...W. I nnSt•.ti MW DWG WWI., I I I I . leadlD I 1 I I I I I I I 1 MN-IWN.mon I I I I I • _MING W. WAY I I I I I .... .[I[IK ... MUD 1.1•10 Y.KUL NE.o41I. PLAN eq NOTES 0 I usrro.,. .W I I j 4N,0 fir..1,.11 cam*IIRNIING 3.0 30 REM.. I I I I • m .1 MAR RANK ! IA.0 CAW COMIIAgnl.010Ww.. I I 1 .�Nm°�.D�I��NI�N MPM.....1PiC[q!v4vg 43,034 40.E ��.IO_CitwS'90.Pr.. �YOw <PMIM1m GA9 2z — - - - - - - - - - - - - �-�- - — - - - - -I-- - - - I a �A.®�Aa,woA . — \I l I I _ _ I I 11 NAA D�CO.OVISRS N Www.ID Of LOCI Ir.nw�rYnw v f m ....,_,L1..1..., 1G.cnLL m.a.Y1m so.....s.yasw I I I alwOWD A:44 .1 en.n.TYR..wD1,0.S/WIWOOD 1.11.11 NOW C.D4W*MG.J.IS AND 0,01111 KR 11 W DO=MAME III I I .MI WOOD.A®AA. I.OW C1}W�p pWO.µMI4 Il I�I I I' -I�Y@W wb[rI1Sw NON=.aa:Dwn _ minaret Apo IMA[/•WA1.R S.1•AWLS Ao �•, I 0 ® ICI j Q/ I n J1.om io.1111033113 NPR 30111... I., .YM 10 COW.CON.. 10.4..10n aI I 00.I I :.s 1aa1.�D�I'°a 0...WM . --i .�'—'_- /� -- Y —:II_ .I_ - - -—i-----.—.--I.— —- I ---- " MOMa.ref..1uA.oMR.00D.N ■J1111r0 • ...WO AIL A11100.0 MD INIMIDMOVM111 {/, A.n �m�o�I1.1.s.4d1 •1/nC'1n.■I IDN1no..1o1101. /A I I I I MI.D..O WU.Y WARN N MUM F 1410.41131110 �� 0 p_f. I I I g N_�'.NOI.,rPI .MAIM.R...lb,a. �`® I _ ��- �— AAA DIM.U.DOa Ar .DAD.aDm,.ri.w �. i `�' NDWR.,W 1rwtr AMMO S. pWt4o ronxw 1..0..11. I IR W1110/OM1.1.D1W1ADAnOM O.WIN. N.AND puIrd Of'we RAMO.111•1011WALLt 1.1111,1111.5 �� i I i i i NW 0661..641 Al 10T11R1'O..D,il. 11 2s new 066v.616■061.!Yr. #1.00111.1All 11 PI KW..D.Kr 1IAU 10 WT.MM.) Y ti Nei A101 e, 90 FLOOR FLAN 1 3; SCALE 1/!'-1'-0' 101 0 O 0 0 0 V V V o, .1 a_ -A. .-, S•C.uoanl. u•a cok• . 4 • , , co__ e.n.la..o.anwrr ro "MY.011•1111111 1 N.A.! BSWUM K-r '! -i } !-.yp 1!-r 1!-'r '-` • ' romwi GOMA/NOM T CD P O R R.i `S; CC.II,..b+o.∎Offt.COPP•ao¢nCb'r°`w. G B D O% <a.aa..o oac w«�..ca.u.o..rrn.. • ..'-!}- , V--,t .Y- «` 3Y- cauaa ca...na.sw.la nsl�oa�.r.. 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R.■....:..1jSli - ...AWE* wamoaN.TTENBk�.mMUCroeB.AU. ...E ,� . , - EE II 1 in • 1 ....-ril•--r- =_ r Anw�u_ aA�1OCac«aa°wwc I. L_- __ = 1BUno.a nal.N.*IMAM VAC, . =-� T A.I .'OH[[ a TO MFGUS°MN ME Oft...MO Ma.,0 0 0 Ore,Ar1 B�� Orm-Ar we 0 Ore.AT 1315E 0 0 0 E.EWaro GAmwl 0:11.at)Eo ER.aE OCIOULTANT 0m. OWP, Om. Ore. afl®OB MAMMON. IL w.CM MO LUOLACPEC.05.3 WNW.. 1 DBAOLR1ON NORTH EXTERIOR ELEVAT10P6 CEMO1n K. _P.B.6OU.®W.RWEO!MORE SCALE 1/8•-1.-0• x-fl.a tianPion Q 4 4 4 4 19 ,8 o .aENOFTAG aWMO WALL Mod 0_W.O.B.®101E.d.0.3 I I I I I I I O.®IaT1C.O00NS11.... O HOW,CTd,MAa1E,w4, ..1M.Tr p,Atl ORE Ob..NOI0e0.01.111M I I I I I I .OTV. I - 4'-grS .00OG NCOAi«Ca.in'MO.mw. TFCV5.01MS F001.1wAm . I I I I PRAM ONSTE TO CT:ASNI.P.M=AS /a MOM.=WM NC...0310 N/RMI®d .,N.+tf-'B'bfa N.M.NCI..0.3111x3 ---------------------------------------------_--_--------_-_-----------_-----_-_---------_-----_-_------°'yam ;. s•o C6NOC TAI !CONTRACTOR TOR BM*F. c WS 1/1 ACTUA 110 C0301.10 AlICNIECT 1710.70 AMY 011.40.1 =Ss� _ _ __° r_ __ _ Sw �� _ _- _� ��e �� __ __ _ �•i'•E '�e_ m.er.nww zoeeaenAwwv.roereN wnccr ___r____Sw�_____ �_____ �______�________�_�__________�___ ,:€#;r'-`E#€•#t,_YY,##:<<,r#€ r+..4kl tl,.`.. t...i t-II 1:: ...:..}C; wan. .ww = – EIIBING VCI RE.E.uAV®.RO,OE WLM.SC AUnau 0Pew ANC !T - --- - .. _-. - T•z-==� �_ a —:.. oTPOSU AwP.a.w.RWWa.E F. .l. �� t>�Tow Car. 0 0 O 0 A YOSb DWO1G110N RAN-KEY NOTE 0 WNW C... I.REIaOveC/a P.E. /.1.$7. Ys , 3.0.0vE DOOM. YYCa-..p.8.116 x RH..O.1f10.90111. 2 DEMOLITION EAST EXTERIOR ELEVATIONS ..EA.OVEOMM. SCM t/8•-1-O- X-B.vafia.Plon REEMI «R,A.�A.n«A.o E.,W.BBn.A. ER,an. ♦.a.a.ETS Oft WALL PRO,.NEW DOOR.RHERTOALt. ,..Ma..01Im..a.MECAM MIK CORMS A3 Woo•REFS MBn1. T FACE OF 0330.034.10.00.13010 COf ...MI ALL f MERE ACT MK LOW MAK OM•ulwBa 1.O21nA. C.AIWAU MAI.°AaOve.m. 10.REMOVE OOTIRalO. 4 Q Q T Ge ® s+ 1 1 1 1 m__: I 1 I m /r-" I _ _= ot> 3 DEMOUTION WEST EXTERIOR ELEVATIONS 4 DBaIOLJiION SOUTH EJCTEf110R ELEVATIONS SCALE I/8•-1'-0• x-Eb.•BGTnsPITT SCALE I/8•-1•-0• X-Ekwtian Plan I I ,112 ►ti►.1.0■►. _�_�_�►�►�►�►11► �►�►�►_�►-a►-a►-0► 41 -ou4w��2� �16it1/3 it�11��i��81'= - _- . --- ---- - _=---�----- '� �- I _ -°°-a�=S_ _ -��---_�:C.C.e -- .-�° =a_'X__-- --- X__ .:_- -X=- .=%l OM ° -V°-°r = =-- _Via° = ===°-_=-r_-__--E'X'. r===--_ ==---= GIN UAL NOM GSA I ca a oa.r w v nm.v.a a o j o o d 1. �d.. 0 0 o Po 0 0 0 0 �� - ��' -- .a 0505, w. ,;�a.o ~gyp ....a.� O 1 0 r0 �O I — .i ::. a.0 a O.LL..014. p.a.c ....11.11 =?= -�.�_!•� !•f: T _ .,.rw'4'.J4 PINSC+�.u'm . ,..)0o.wo.�.. �� 343='4 ' a!iii= -_='�_w_�a_==__ mil �!R.Etrge ) �.o o,..o.�A s."°""s own _.,.. lw1.1srs '� ` ' �� aff ` " _7 .7 .1.-S l6r• linro�.�':.woa a..,,.uoe..� 1.55135 015.51110“ 8711. l' rill iiirlera r®r�rr� in a 1M SW®� : : : iiI!1.}..?.�.�. :.=..��=ii• T.zW2zVz.o o - © x.1LC- O ©LD- o o o 1 NORTH EXIEROR ELEVATOR sum IA..1•-0' I-8241114.1/121 A MIND CI ® 4 4I,. O r o o i 0 i I I I I /�o t_ ---,>rl' . I I I I I =EMI _— - --=--- -==___- _''_- __-°-=_ -=_- • m ---------------------°-----°------'•--"-333....3...3333----3333--- ---°----= -- __ _._. .. •...- ...�. w.... .. ) 1 3333 3333 3333--3333-°°---------- -----3333- -- - - - 3333 - - 3333-3333 3333-- _ •--- --------3333--=- 3333- ---- -- --3333 _3333_=-=----_---=- - - 3333 - ---3333-- -_• i r •+.w,FOODS./0510:4 --=___'='- -3333-----------------'----`- `-`- 3333-°-- 3333---' - __..._=---- -- -- 3333--- 333-3333-3333- -= =-----===------- -.:- -- =`.374:k.-3:`--==---'=-= -.-=-'--=_='-_-- ==-= ==-------==— �N�e_ . Co. --- ur�ra.JJ=gag - °°^ -Oa* cn 140112 O 2 EAST EXTERIOR BEVA710FB m= d�O C. :..Pt.. .. . u.ow... 4..14.41 mrL 1-.1 . 1-8.rAS.IFlI. >.w PO...a....uxw s,re. �.. (1)' Q rw l o...a n.r DawaAmiv. ...r.o.ss /� 4) ,.a.�...aa.®.......,.,... 11 (»� l�lnJ 31 __. u b« 05.05 au.l m r . aaewa. G .s.. 1 o om 1 a row. 1 I I wr.noan.o.o.rw..w.,05-05.«II.a. 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