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14-100599-UPCITY OF L. Federal Way April 29, 2014 Jennifer Rinkus Baysinger Partners Architecture 1006 SE Grand Avenue, Suite 300 Portland, OR 97214 RE: File #14-100599-00-UP; PROCESS H SITE PLAN APPROVAL Ulta Cosmetics,1800 South 3201h Street, Federal Way Dear Ms. Rinkus: CITY HALLFILE 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway. com The City of Federal Way's Community and Economic Development Department has completed administrative review of the proposed Ulta Cosmetics retail building and site improvements located at 1800 South 320'' Street. The Process 1I land use application submitted on February 6, 2014, is hereby conditionally approved as the proposal meets site plan and community design guideline criteria set forth in Federal Way Revised Code (FWRC) 19.60.050 as found in the enclosed Exhibit A - Findings for Process II Site Plan Approval and incorporated into this decision. The remainder of this letter outlines the zoning and development review process required for this proposal, condition(s) of approval, and a summary of appeal procedures. REQUIRED REVIEW PROCESS The proposed improvements to the site are subject to Process II Site Plan Review pursuant to retail use requirements set forth in FWRC 19.225.010. The proposal does not exceed the city -adopted flexible thresholds set forth in FWRC 14.15.030(c) and therefore is exempt from review under the State Environmental Policy Act. CONDITION OF APPROVAL The water quality improvements for the SeaTac Village site shall be completed either a) prior to issuance of a Certificate of Occupancy (C.O.) of the new Ulta Building, or b) in phases, as allowed under FWRC 19.30.120(2)(a). Based on information provided by Baysinger Architects, dated January 27, 2014, the applicant/owner.has chosen to phase construction of the water quality improvements. As such, a phasing schedule shall be provided to the City, along with a bond quantities worksheet showing the estimated cost of the improvements. The phasing schedule shall not exceed a time -frame of 5 years from the (estimated) date of issuance of the Ulta Building Permit. The bond for the water quality improvements shall be fully executed, and the phasing schedule provided to the City, prior to issuance of the Ulta Building Permit. Ms. Rinkus April 29, 2014 Page 2 APPROVAL DURATION Unless modified or appealed, the Process II decision is valid for five years from the date of issuance of the decision. Time extensions to the decision may be requested prior to the lapse of approval following the provisions listed in FWRC 19.15.110. The improvements must be substantially completed within the five year time period or the land use decision becomes void. APPEALS The effective date of this decision is May 2, 2014, or three days from the date of this letter. Pursuant to FWRC 19.60.080, any person who received notice of this administrative decision may appeal the decision to the Federal Way Hearing Examiner by May 16, 2014. Any appeal must be in the form of a letter delivered to the Department of Community and Economic Development with the established fee. The appeal letter must contain a clear reference to the matter being appealed and a statement of the alleged errors in the Director's decision, including the identification of specific findings and conclusions made by the Director disputed by the person filing. However, in that you are the only party of record, your appeal period is waived (assuming you do not wish to appeal this decision). Waiver of the right to appeal does not affect the effective date of this decision. CLOSING This land use decision does not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. This Process 11 approval does not constitute approval of a building permit, authorization to clear and grade, or demolish the existing building. If you have any questions regarding this decision, please contact Becky Chapin, Associate Planner, at 253-835-2641, or becky.chapin@cityoffederalway.com. Sincerely, Isaac Conlen Planning Division Manager for Patrick Doherty, Director enc: Approved Site Plan and Elevations Exhibit A `Findings for Process II Site Plan Review Approval' c: Becky Chapin, Associate Planner Kevin Peterson, Engineering Plans Reviewer Erik Preston, Senior Traffic Engineer Scott Sproul, Assistant Building Official Chris Ingham, South King Fire & Rescue Brian Asbury, Lakehaven Utility District 14-100599 Doc, I.D. 65334 CfTY G: Federal Way EXHIBIT A Findings for Process II Site Plan Approval Ulta Cosmetics File #14-100599-00-UP FILE. The Planning Division hereby presents the following analysis to the Director of Community and Economic Development pursuant to content requirements of the Process II written decision as set forth in Federal Way Revised Code (FWRC) 19.60.070. These findings are based on review of existing city documents and submitted items by the applicant received February 6, 2014 and March 18, 2014. Proposal — The applicant proposes demolition of an existing restaurant and construction of a 10,000-square-foot retail building in its place. 2. Comprehensive Plan & Zoning Designation — The subject property is located within a City Center Core (CC-C) comprehensive plan and zoning designation. The property's proposed use of retail is a permitted use within the CC-C zoning designation pursuant to FWRC 19.225.020. Review Process — Retail uses located in the CC-C zone are subject to development review procedures of Process U `Site Plan Review' set forth in FWRC Chapter 19.60. Process 11 review requires no public notice period and concludes with a written decision issued by the Director of Community and Economic Development. Appeals of the director's decision are conducted by the city's Hearing Examiner. 4. Environmental Review — The proposed improvements are exempt from environmental review. The new building will be less than 12,000 square feet; the improvements are consistent with the State Environmental Policy Act (SEPA) definition of "minor new construction" as set forth in WAC 197- 11-800(2)(e). Nonconforming Development — The existing multi -tenant site is nonconforming in regards to site development standards. Per FWRC 19.30.090(1)(a)(ii), if any aspect, structure, improvement, or development does not conform to the current development regulations, the aspect, structure, improvement, or development must be brought into conformance if A new and separate structure is being constructed on an already developed site, the applicant shall comply with all development regulations applicable to the geographic portion of the site on which the new structure and any related improvements are to be constructed. The applicant has brought the geographic portion of the site into conformance with regard to zoning regulations such as Community Design Guidelines, parking, landscaping, etc. 6. Height — The height of the development is approximately 19 feet above average building elevation. The height of the structure is below the 30-foot height maximum. 7. Setbacks — The required yard for retail use is 0 feet front, side, and rear setbacks. Per FWRC 19.225.020, note 5, no more than 5-foot setback is allowed adjacent to principal pedestrian rights -of - way (S. 320th St.), unless: it is precluded by existing site improvements, easements, topography, or other site constraints. The proposed building is set back 40 feet from the right-of-way as an existing 48-inch storm drain easement is located along the frontage. The proposed setback is approved as it is necessary to avoid the easement and is accompanied with additional landscaping to enhance the pedestrian experience along South 320`' Street. Lot Coverage — No maximum lot coverage applies. Instead, the buildable area will be determined by other site development regulations, i.e., required yards, landscaping, surface water facility, etc. However, notes 14 and 15 under FWRC 19.225.020 require that no more than 16,000 gross sq. ft. of new single -story construction may occur on the subject property. This proposal is the first establishing a new single -story building after the ordinance was adopted (Ordinance No. 06-515) and is less than 16,000 sq. ft. in size. Therefore, the proposed building is allowed. 9. Parking — Pursuant to FWRC 19.225.020, retail uses shall provide 1 parking stall for each 300 square feet of gross floor area. The proposed building measures 10,000 square feet and therefore 33 parking stalls are required. The applicant has provided 33 new stalls, which meets the minimum requirement. 10. Landscaping — Type III landscaping 5 feet in width is required along all perimeter property lines and along the perimeter of parking areas abutting public rights -of -way. As proposed the landscaping along South 320th Street exceeds the required landscaping and provides 40 feet of mixed evergreen and deciduous trees with large shrubs and groundcover. The existing parking stalls along South 320`b Street are not required parking for the retail use and are outside the scope of work area; therefore, are not required to meet parking lot screening requirements. Interior parking lot landscaping in the amount of 20 square feet per parking stall is required for the 33 parking stalls. 3,540 square feet of interior parking lot landscaping is proposed with this application, which exceeds the minimum required. 11. Community Design Guidelines — The proposed retail building complies with the provisions of FWRC Chapter 19.115, "Community Design Guidelines" that are reasonably related and applicable to the area of development as detailed below. a. Building Design — The building primary entrance is located on the east fagade but is clearly visible from the right-of-way, South 320`h Street. Landscaping, pedestrian plaza, and walkways help define the main entry. Facades visible from rights -of -way and other public areas incorporate methods of articulation and accessory elements in the overall architectural design. Indented stucco patterned with reveal lines, awnings, stone veneer, and parapet are used to articulate the blank walls. The east, south, and west building facades that are both longer than 60 feet and are visible from a right-of-way must incorporate "two of four" fagade treatments. The east fagade is the main entrance and incorporates canopies and a pedestrian plaza that is 256 square feet containing planters for landscaping. The south fagade utilizes fagade modulation and canopies while the west fagade incorporates landscaping and canopies. b. Pedestrian Circulation — Pedestrian pathways and pedestrian areas are incorporated into the site design. Pedestrian access from South 320th Street to the building's wain entrance is provided by a pathway that meets ADA standards. Findings for Process II Site Plan Approval Page 2 Ulta Cosmetics File 414-100599-00-UP/Doc. I.D. 65333 c. .District Guidelines —The proposed project removes a portion of the parking and drive aisle that existed along South 320`h Street and replaces it with landscaping per FWRC. The principle entrance fagade is clearly recognizable from South 3201h Street. The building fagades visible from the right-of-way all incorporate a variety of pedestrian -oriented architectural treatments. Glazing, canopies, material changes, articulation, modulated rooflines, and landscaping are used to break down building bulk and scale and at least 40 percent of the facade along South 320$ Street contains transparent glass. 12. Transportation — As a component of the Process III application, the applicant was required to undergo traffic concurrency analysis pursuant to the state Growth Management Act; goals and policies of the Federal Way Comprehensive Plan; and FWRC Chapter 19.90 Transportation Concurrency Management. The Public Works Traffic Division found that all intersections impacted by one or more weekday evening peak hour trips from the proposed development would meet City of Federal Way Level of Service (LOS) standards with the City's programmed improvements. A Capacity Reserve Certificate (CRC) was issued by the Public Works Department on April 29, 2014, for 4 new PM peak hour trips generated by the project. Prior to building permit issuance, the applicant will be required to pay a traffic impact fee. Per FWRC 19.91, fees will be calculated based on the impact fee schedule in effect at the time a complete building permit application is filed. 13. Stormwater — The project meets the thresholds requiring drainage review under the 2009 King County Surface Water Design Manual (KCSWDM) and City Addendum to the manual. Additionally, the project meets the thresholds of the City's non -conforming water quality code, (FWRC 19.30.120), and therefore water quality improvements shall be constructed to bring the entire (SeaTac Village development — Tax Parcel 192104-9208) site into conformance with current water quality standards (Enhanced Basic Water Quality of the 2009 KCSWDM). The water quality improvements for the SeaTac Village site shall be completed either a) prior to issuance of a Certificate of Occupancy (C.O.) of the new Ulta Building, or b) in phases, as allowed under FWRC 19.30.120(2)(a). Based on information provided by Baysinger Architects, dated January 27, 2014, the applicant/owner has chosen to phase construction of the water quality improvements. As such, a phasing schedule shall be provided to the City, along with a bond quantities worksheet showing the estimated cost of the improvements. The phasing schedule shall not exceed a time -frame of 5 years from the (estimated) date of issuance of the Ulta Building Permit. 14. Building Permit — The City's Building Division is currently reviewing the building permit (File #14-101137-00-CO). No work may begin until building permit approval. Please contact the permit center at 253-835-2607, or permitcenter@cityoffederalway.com, if you have any questions regarding the building permit. 15. Decision Criteria — Staff finds the proposal is consistent with applicable site plan approval criteria required for Process II as set forth in FWRC 19.60.050. The proposal is consistent with the city's comprehensive plan; applicable provisions of FWRC Title 19 Zoning and Development Code; public health, safety, and welfare; and streets and utilities in the area are adequate to serve the anticipated demand from the proposal. The proposal is consistent with Community Design Guideline decisional criteria set forth in FWRC Chapter 19.115. Findings for Process II Site Plan Approval Page 3 Ulta Cosmetics File # 14-100599-00-UP/Doc. I.D. 65333 Final construction drawings will be reviewed for compliance with specific regulations, conditions of approval, and other applicable city requirements. These findings shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. Prepared by: Becky Chapin, Associate Planner Date: April 10, 2014 Findings for Process II Site Plan Approval Page 4 Ulta Cosmetics File #14-100599-00-UP/Doc. I.D. 65333 King County Department of Permitting and Environmental Review 35030 SE Douglas Street, Suite 210 Snoqualmie, WA 98065-9266 206-296-6600 TTY Relay: 711 www.kingcounty.gov W04 Web dale: 11109/2012 RESUBMITTED Water Availability FEB 2 4 2014 King County Certificate of Water Availability ER✓Ll't� CITY OF FEDERAL WAY CDS For alternate formats, call 206-296-6600, This certificate provides the Public Health - Seattle & King County Department and the Department of Permitting and Environmental Review with information necessary to evaluate development proposals. Do not write in this box Number Name ❑ Building Permit ❑ P ell minary Plat or PUD ❑ Short Subdivision ✓ eme"or other: rjvlqvtw� la f Applicant's name: G ✓ Proposed use: ✓ o ation (attach map and lawl d eription if ne ssary): 1. a. Watei can be provided by service connection only to an existing Lt-\ Vl (! t (size) water main that is i� I�fI_-_ feet from the site. OR Pi Water service will require an improvement to the water system of: ❑ (1) feet of water main to reach the site; and/or ❑ (2) The construction of a distribution system on the site; and/or f FADDl_natuPrs L- ftyDl ,S GfL 6iitE,Z1- IR (3) Other (describe); <y St hf l t GZJt 190tl~o Cad- E,tT_6•?S1o0 A6k(--<:.r G•�f W y R4E 2. IN a. OR The water system is in conformance with a County.approved water comprehensive plan. rl� Qu Aff). ❑ b. The water system improvement is not in conformance with a County approved water comprehensive plan and will require a water comprehensive plan amendment. (This may cause a delay in issuance of a permit or approval.) t/ 3, 6 a. The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city, or is within the County approved service area of a private water purveyor. OR ❑ b. Annexation or Boundary Review Board (BRB) approval will be necessary to provide service. 4. 0 a. Water is or will be available at the rate of flow and duration indicated below at no less than 20 psi measured at the nearest fire hydrant O] -) • S I -Tv feet from the building/property (or as marked on the attached map): Rate of flow at Peak Demand: ❑ less than 500 gpm (approx. gpm) 111500 to 999 El flow test of gpm El 1000 gpm or more gpm 0 calculation of ZS*3U gpm Duration: ❑ less Than 1 hour 01 hour to 2 hours 912 hours or more other: OR (Note: Commercial building permits which include multifamily structures require flow lest or calculation.) / ❑ b. Water system is not capable of providing fire flow. 5. & a, OR Water system has certificates of water rights or water right claims sufficient to provide service. r b. Water system does not currently have necessary water rights or .pip i tq: Ecr5i~r�, Skftx.►,C6T MAy .Uv; OC.�s'* e, 1/ Coml7 /conditions: Il•tr , Dui i-ntUl, Gl Liri(%i , )e, (. ,0C , wA-i r,4 C, (P r,., (3>< EUA1_UA_fb uNOCA— uN PCl1 17 I�f C,ity►f� �v] I certify that the above water purveyor information is true. This certification shall bevalid for one year from date of signature.^ LAKEHAVEN UTILITY DTSTRTCT_ .LJio� Ml(Er"So�J Agency name S'gnatory n ne Title Signature 7 1 l Date In pressure Zone; Highest Elevation of Property �f ; Est. Min, Pressure Ll�� (� psf Lowest Max, The District, at its sole discretion, reserves the right to delay or deny water service based upon t capacity limitations in District and Other Purveyor facilities. WaterAvailabililyFORM.doc b-cert-water.pdf W04 11/09/2012 Page 1 of 1 AIL- �ta¢I�rNert �IILI Tr DISTRIO� Water main Water service lines Hydrants Development Engineering Water Availability Map S 320TH ST -------------------- --- --------- --- _ NOTE: Lakehaven Utility District neither warrants nor guarantees the accuracy of any facility information shown. Facility locations and conditions are subject to field verification. Name a S06 Web date: 11/09/2012 LV Sewer Availability: King County Going County Certificate of � Department of Permitting and Environmental Review Sewer Availability ERUJ2 L1. 35030 SE Douglas Street, Suite 210 Snoqualmie, WA 98065-9266 206-296-6600 M Relay: 711 For alternate formats, call 206-296-6600. www.l(ingcounty.gov This certificate provides the Public Health - Seattle & King County Department and the Department of Permitting and Environmental Review with information necessary to evaluate development proposals. Do not write in this box Number ❑ Building Permit ❑ Pr. liminary Plat or PUD ❑ Short Subdivision ✓ e or other: S Applicant's name: S ✓ Proposed use: Location (attach map and legal description if necessary): a. Sewer servicecan be provided by side sewer connection only to an existing `�Wc- t•I PfAV), size sewer +/- !!D feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) ❑ (2) ❑ (3) feet of sewer trunk or lateral to reach the site; and/or The construction of a collection system on the site; and/or Other (describe): 2. El a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. f 3.❑2 a. The proposed project is within the corporate limits of the district or has been granted Boundary Review Board approval for extension of service outside the district or city. OR ❑ b. Annexation or Boundary Review Board (BRB) approval will be necessary to provide service. ✓ 4. Service is subject to the following: a. Connection charge: CA-) i_ A-TL b. Easement(s): _ �� GNU i IZa C. Other: �C—i.�C,� ��1r��f'tC_.1 F3 t� ' 1 E c rx-i I !T I �f 6u j. �. * The District, at its sole discretion, reserves the right to delay or deny sewer service based upon capacity Limitations in District and Other Purveyor facilities. I certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature. LAKEHAVEN UTILITY DISTRICT Agency name Title -'' Signatory flame Signature GXa 2/1 fI/�- Date SewerAvailabilityFORM.doc b-cert-sewer.pdf S06 11/09/2012 Page 1 of 1 f nkel;avely UTILITY DISWer Sewer Availability Map Sewer Main ......•• Sewer Manholes 0 0 Development Engineering S 3207M sT NOTE: Lakehaven Utility District neither warrants nor guarantees the accuracy of any facility information shown. Facility locations and conditions are subject to field verification. CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: February 7, 2014 TO: Ann Dower, Development Services Rick Perez, Traffic Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire & Rescue FROM: Becky Chapin FOR DRC MTG. ON: Please email technical comments. FILE NUMBER(s) : 14-100599-00-UP RELATED FILE NOS.: 13-102162-00-PC PROJECT NAME: Ulta Cosmetics PROJECT ADDRESS: 1800 South 320th Street ZONING DISTRICT: CC-C PROJECT DESCRIPTION: Demolition of the existing Billy McHales restaurant building. Construction of a new approximately 10000 square foot retail pad building in the same location. LAND USE PERMITS: Process II PROJECT CONTACT: Jennifer Rinkus Baysinger Partners Architecture 1006 SE Grand Ave, Suite 300 Portland, OR 97214 MATERIALS SUBMITTED: ■ Master Land Use Application • CPTED Checklist ■ Project Narrative ■ Email from Janet Shull - Project • Materials Board not in Wellhead Protection zone • Preapplication Summary Letter • Response to Project Criteria ■ Assessor's Map ■ Lighting Plan • Vicinity Map • Site Plan & Elevations ■ Title Report ■ Site Photos • Wall Mount Luminaries Pamphlets ■ Waiting on Sewer and Water Availability. Application has ■ Preliminary TIR been submitted to LUD. • Bike Rack Specifications NORTH 2 VICINITY MAP V� JO SCALE: NOT TO SCALE \�jj ID: a—sp ISSUED/REVISED DATE HARSH INVENSTMENT PROPERTIES LLC ORIGINAL ISSUE DATE:01.17-13 ULTA, SEATAC VILLAGE,1800 S 320 ST, FEDERAL WAY, WA HA13044 DRAWN BY: MAV CHECKED BY: ML N Thl-1.op.,..d1— BAYSINGER PARTNERS ARCHITECTURE VICINITY 1..°o°".°"d-111 °"aa°a°", °a "a °P 1121 SW SALMON ST, SUITE 500 1006 SE Grand Ave., Suite 300, Portland, OR 97214 ..M1lmnu.° rer°Inz °II i°-..I°i�mory ova °In°..°.°..°a aem.. " M1, — 1 PORTLAND, OR 97005 Phone : 503-546-1600 Fax : 503-546-1601 .non �'o'se °amwn°i°°.mo �iomow MITI REVIEW a°;°11 , e.. A, °.° Phone : Fax : jerryh @BaysingerPartners.com CONCRETE SLAB OR FINISHED GRADE bpecificatio, i Sheet The Bike Rib @Inverted U Rack www.bikerack.com/bikeracks/ i 11 Lj L1 I I I F I I I S ELEVATION Finish Options STEEL PIPE n Surface or in ground mounting Galvanized Hot -dipped after fabrication. Powder Coat Paint Polyester powder coat. Standard color: black hammer. Thermo Plastic Coating A kind -to -the -bike (soft to the touch) finish. Standard color: black. Stainless Steel 1.5" O.D. x 120, 304 St.St. tube with #4 satin finish. MOUNTING OPTIONS EXPANSION STEEL PIPE ANCHORS STEEL PLATE APLAN STEEL PIPE EXPANSION ANCHORS CONCRETE II A SLAB i SEE SPECIFICATTO STEEL PLATE MOUNT - STEEL PIPE. I I rFINISHED I I ! GRADE I SEE — SPECIFICATIONS SHEET IVED CONCRETE t3 FOOTING FOOTING EMBEN60 2014 NOTE: CITY OF FEDERAL WAY SEE SPECIFICATION SHEET FOR ACQ[� AL INFORMATION SHOWN BUT NOT NOTED NOT TO SCALE VIEW NORTH ISSUED/REVISED DATE HARSH INVENSTMENT PROPERTIES LLC ORIGINAL ISSUE DATE:01.17.13 ULTA, SEATAC VILLAGE,1800 S 320 ST, FEDERAL WAY, WA HA13044 DRAWN BY: MAV CHECKED BY: ML '-fA'A GER PARTNERS ARCHITECTURE PHOTO 1 ' "" °°�"° """ '"'"" 1121 SW SALMON ST, SUITE 500 1006 SE Grand Ave., Suite 300, Portland, OR 97214 �' '� ^�"` m:^ PORTLAND, OR 97005 1- B 0 6 014 Phone: 503-546-1600 Foa : 503-546-1601 DESIGN REVIEW of °e.:,,o.°. "" 2 i ry @ r� s ,.,,,,,,�. Phone: Fax: er b Ba is erPartners.cam CITY OF FEDERAL WAY `�` "�` ►—' NOT TO SCALE VIEW WEST ISSUED/REVISED HARSH INVENSTMENT PROPERTIES LLC ORIGINAL ISSUE DATE:01.17.13 I ULTA, SEATAC VILLAGE,1800 S 320 ST, FEDERAL WAY, WA HA13044 DRAWN BY: MAV CHECKED BY: NIL '°°°°°�'°°• °°�°•"'�°°� BAYSINGER PARTNERS ARCHITECTURE PHOTO 2 ,.M' ' �eiM.ln NdAren ,..Nn, Ni " *'""""'"'"°""` 1121 SW SALMON ST, SUITE 500 1006 SE Grand Ave., Suite 300, Portland, OR 97214 enNner Zll' rvas,'rd °IMr.ww..d i�h �•��:'�.....�„".,«e..�,�., ^� PORTLAND, OR 97005 Phone: 503-546-1600 Fax : 503-546-1601 DESIGN REVIEW Mii •e, M rnN b �Mb Y 1pn M. en, o' °" """""""`"'""'""" Phone: Fax: jerryb@BaysingerPartners.com VIEW ISSUED / REVISED DATE SOUTHWEST ORIGINAL ISSUE DATE: 01.17.13 DRAWN BY: MAV CHECKED BY: ML PHOTO 3 DESIGN REVIEW NOT TO SCALE HARSH INVENSTMENT PROPERTIES LLC ULTA, SEATAC VILLAGE,1800 S 320 ST, FEDERAL WAY, WA HA13044 BAYSINGER PARTNERS ARCHITECTURE 1121 SW SALMON ST, SUITE 500 1006 SE Grand Ave., Suite 300, Portland, OR 97214 PORTLAND,OR970O5 Phone :5O3-546-1600 Fox :5O3-546-1601 Phone : Fax : jerryb @BaysingerPartners.com am NOT TO SCALE VIEW SOUTH ISSUED/REVISED DATE HARSH INVENSTMENT PROPERTIES LLC ORIGINAL ISSUE DATE:01.17.13 ULTA, SEATAC VILLAGE,1800 S 320 ST, FEDERAL WAY, WA HA13044 DRAWN BY: MAV CHECKED BY: ML wi. BAYSINGER PARTNERS ARCHITECTURE PHOTO 4'""�"'"`"m�"' :.�.,.."'� "� �.''" �':: 1121 SW SALMON ST, SUITE 500 1006 SE Grand Ave., Suite 300, Portland, OR 97214 "a �omo�ma':M:"° M' „a,,, „,„ PORTLAND, OR 97005 Phone : 503-546-1600 Fax : 503-546-1601 DESIGN REVIEW ., Phone : Fax : jerryh @BaysingerPartners.com NOT TO SCALE VIEW EAST ISSUED/REVISED DATE HARSH I NVENSTMENT PROPERTIES LLC ORIGINAL ISSUE DATE:01.17.13 ULTA, SEATAC VILLAGE,1800 S 320 ST, FEDERAL WAY, WA HA13044 DRAWN BY: NAV CHECKED BY: MIL an °~r'°m'�"-�• BAYSINGER PARTNERS ARCHITECTURE PHOTO 5 1Mrdwrn.n�M1+u,h��.�uu d..ie.• """"�'" ""' '" "'""" 1121 SW SALMON ST, SUITE 500 1006 SE Grand Ave., Suite 300, Portland, OR 97214 wdaF.. �r....�.ep,ma, PORTLAND, OR 97005 Phone : 503-546-1600 Fax : 503-546-1601 x�i+rww��u,k.rna Ala dea."n• DESIGN REVIEW Phone: Fax jerryb @BaysingerPortners.com s CHICAGO TITLE INSURANCE C%—.vIPANY GUARANI c/CERTIFICATE NO. 0007638-06 ISSUING OFFICE: Title Officer: Seattle Commercial / Unit 6 Chicago Title Company of Washington 701 5th Avenue, Suite 2300 Seattle, WA 98104 Main Phone: (206)628-5610 Email: CTISeaTitleUnit6 ctt.com SCHEDULE A Liability Premium Tax $1,000.00 $500.00 $47.50 Effective Date: January 21, 2014 at 08:OOAM The assurances referred to on the face page are: That, according to those public records which, under the recording laws, impart constructive notice of matter relative to the following described property: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF Title to said real property is vested in: SeaTac Village Shopping Center, LLC, a Delaware limited liability company subject to the matters shown below under Exceptions, which Exceptions are not necessarily shown in the order of their priority. END OF SCHEDULE A RKEIVED FEB 0 6 2014 CITY OF FEDERAL. WAY CDS Subdivision Guarantee/Certificate Printed: 01.26.14 @ 11:50AM Page 2 of 11 WA-CT-FNSE-02150.622476-SPS-1-14-0007638-06 EXHIBIT "A" Legal Description That portion of the South 25 acres of the Southwest Quarter of the Southwest Quarter of Section 9, Township 21 North, Range 4, East, Willamette Meridian, in King County, Washington, described as follows: Beginning at a point which bears South 88'16'31" East 350.02 feet and North 01 °08'29" East 70.00 feet from the Southwest corner of said Section 9, said point being the Southwest corner of that certain amended record of survey for Newman Properties filed for record in Book 3 of Surveys at Page 284 and 284a, recording number 7501240404, in King County, Washington; Thence from said Point of Beginning along a line that is parallel with and 350.00 feet, measured at right angles, Easterly of the Westerly line of said Section 9, North 01 °08'29" East 452.64 feet to a point being the Southeast corner of that certain record of survey for Pay'N Save Corporation, filed for record in Book 3 of Surveys at Page 285, recording number 7501240405, in King County, Washington; Thence North 88'16'40" West 300.01 feet to a point on a line that is parallel with and 50.00 feet Easterly of the West line of said Section 9; Thence along said parallel line North 01 °08'29" East 50.00 feet; Thence South 88°16'40" East 75.00 feet; Thence North 01 °08'29" East 25.00 feet; Thence South 88'16'40" East 50.00 feet; Thence North 01 °08'29" East 75.00 feet; Thence South 88°16'40" East 175.01 feet; Thence North 01 °08'29" East 150.01 feet to a point on the North line of said 25 acres; Thence Easterly along said line South 88'16'40" East 927.08 feet; Thence South 01 °20'31" West 331.51 feet to a point on a curve concave to the Northwest (radial line of said curve through said point bears South 88°39'29" East); Thence Southwesterly along said curve to the right having a radius of 170.00 feet and a central angle of 31 °51'59", an arc distance of 94.55 feet; thence tangent to the preceding curve South 33'12'30" West 70.10 feet to a point on a curve concave to the Southeast (radial line of said curve through said point bears North 56°47'30" West); Thence Southerly along said curve to the left having a radius of 230.00 feet and a central angle of 31 °51'59", an arc distance of 127.92 feet; Thence tangent to the preceding curve South 01 °20'31" West 114.56 feet to a point on a curve concave to the Northwest; Thence Southwesterly along said curve to the right having a radius of 35.00 feet and a central angle of 90°22'58", an arc distance of 55.21 feet to a point on the North right of way line of South 320th Street; Thence Westerly along said right of way line North 88'16'31" West 791.91 feet to the True Point of Beginning; Except the West 15.00 feet thereof, condemned by the City of Federal Way pursuant to consent judgment and decree of appropriation recorded under recording number 20020726001311. Subdivision Guarantee/Certificate Printed: 01.28.14 @ 11:50AM Page 3 of 11 WA-CT-FNSE-02150.622476-SPS-1-14-0007638-06 CHICAGO TITLE INSURANCE G_.dIPANY GUARAN' ""/CERTIFICATE NO. 0007638-06 2 3 4 SCHEDULE B SPECIAL EXCEPTIONS Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Puget Sound Power & Light Company Purpose: Underground electric system Recording Date: September 16, 1976 Recording No.: 7609160519 Affects: A 10 foot wide right of way, 5 feet on each side of a center line of grantee's facilities as constructed, extended or relocated upon said premises. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Puget Sound Power & Light Company Purpose: Electric power lines and conduits and equipment incidental thereto Recording Date: July 26, 1977 Recording No.: 7707260971 Affects: A strip of land 10 feet in width under and across a portion of said premises and other property We note that easement recorded under recording no. 7707260971 intends to release and supersede easement recorded under recording no. 7609160519. Because Puget Sound Power & Light Company has not given its approval for the new agreement, we are unable to determine whether the first easement has actually been released and superseded. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: King County Water District No. 124, a municipal corporation Purpose: Water pipeline and lines and all necessary connections and appurtenances thereto Recording Dates: July 29, 1977 and March 27, 1979 Recording Nos.: 7707290698 and 7903270907 Affects: A portion of said premises lying within a strip of land 10 feet in width Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Washington Natural Gas Company, a public utility corporation Purpose: Gas pipeline or pipelines Recording Date: July 18, 1980 Recording No.: 8006180354 Affects: The South 10 feet of the North 45 feet of said premises Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Washington Natural Gas Company, a Washington corporation Purpose: Gas pipeline or pipelines Recording Date: August 26, 1982 Recording No.: 8208260413 Affects: The West 10 feet of the South 452.64 feet of said premises Subdivision Guarantee/Certificate Printed: 01.28.14 @ 11:50AM Page 4 of 11 WA-CT-FNSE-02150.622476-SPS-1-14-0007638-06 CHICAGO TITLE INSURANCE C.-.JIPANY GUARANl-,,i/CERTIFICATE NO. 0007638-06 SCHEDULE B (continued) 6. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Washington Natural Gas Company, a Washington corporation Purpose: Gas pipeline or pipelines Recording Date: February 28, 1983 Recording No.: 8302280524 Affects: A Westerly portion of said premises 7. License for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: City of Federal Way Purpose: Right to enter the property to inspect the construction of improvements, the performance of work or to allow the city to perform any necessary maintenance or work Recording Date: September 17, 2003 Recording No.: 20030917000837 Affects: Said premises Reservations and exceptions contained in the deed Grantor: Northern Pacific Railroad Company Recording No.: 285817 Reserving and excepting from said Lands so much or such portions thereof as are or may be mineral lands or contain coal or iron, and also the use and the right and title to the use of such surface ground as may be necessary for ground operations and the right of access to such reserved and excepted mineral lands, including lands containing coal or iron, for the purpose of exploring, developing and working the land. The Company makes no representations about the present ownership of these reserved and excepted interests. 9. An instrument entitled Grade Release Agreement Executed by: MBK Northwest In favor of: Lakehaven Utility District Recording Date: July 10, 1998 Recording No.: 9807101734 Which among other things provides: Permission to construct a side sewer to connect these premises at less than two percent (2%) grade. Reference is hereby made to said document for full particulars. 10. Right to make necessary slopes for cuts and fills upon property herein described as condemned in King County Superior Court Cause Number 535007. Subdivision Guarantee/Certificate Printed: 01.28.14 @ 11:50AM Page 5 of 11 WA-CT-FNSE-02150.622476-SPS-1-14-0007638-06 CHICAGO TITLE INSURANCE C`.APANY GUARANI jCERTIFICATE NO. 0007638-06 SCHEDULE B (continued) 11. Any rights, interests or claims which may exist or arise by reason of the following matters disclosed by a survey of said premises by Sadler -Barnard & Assoc. Inc., dated May 7, 2012, under Job No. 2012-031, and site inspection on April 25, 2012: A) Impairment of slope easement shown above as condemned in King County Superior Court Cause Number 535007, in a Southerly portion of the property, by the Southwest corner of a building on said premises. B) Occupation of a Westerly portion of said premises near Pacific Highway South by a paved parking lot and landscaping serving a Northwesterly adjoiner. 12. General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: Tax Account No.: Levy Code: Assessed Value -Land: Assessed Value -Improvements: General and Special Taxes: 2014 092104-9208-03 1202 $14,457,500.00 $10,103, 000.00 Billed: $406,612.00 Paid: $0.00 Unpaid: $406,612.00 13. An unrecorded lease with certain terms, covenants, conditions and provisions set forth therein as disclosed by the document Entitled: Memorandum of Lease Lessor: Aetna Life Insurance Company Lessee: Pay'N Save Corporation, a Washington corporation, d/b/a Sports West Recording Date: September 12, 1977 Recording No.: 7709120766 Said memorandum of lease also appears of record under instrument recorded under recording no. 7906131071. Assignment of the Lessee's interest under said lease, Assignor: Pay'N Save Corporation, a Washington corporation Assignee: United Merchandising Corp., a California corporation Recording Date: October 26, 1984 Recording No.: 8410261145 14. A deed of trust, with absolute assignment of leases and rents, security agreement and fixture filing to secure an indebtedness in the amount shown below, Amount: $16,000,000.00 Dated: June 25, 2012 Trustor/Grantor: SeaTac Village Shopping Center, LLC, a Delaware limited liability company Trustee: Chicago Title Insurance Company Beneficiary: Wells Fargo Bank, National Association Loan No.: 1007235 Recording Date: June 25, 2012 Recording No.: 20120625000557 Subdivision Guarantee/CertiTcate Page 6 of 11 Printed: 01.28.14 @ 11:50AM W A-CT-FN S E-02150.622476-S P S-1-14-0007638-06 CHICAGO TITLE INSURANCE G_.JIPANY GUARANI _ZYCERTIFICATE NO. 0007638-06 SCHEDULE B (continued) 15. An unrecorded lease with certain terms, covenants, conditions and provisions set forth therein as disclosed by the document Entitled: Memorandum of Lease Lessor: SeaTac Village Co. Lessee: Select Enterprises, Inc. Recording Date: September 29, 1987 Recording No.: 8709291531 First amendment to said lease dated June 10, 1977 and recorded under recording no. 7707140102. Second amendment to said lease dated June 1, 1986, as disclosed by assignment, assumption and modification of lease recorded under recording no. 8704161113. No specific second amendment or memorandum thereof is otherwise recorded. Assignment of the Lessee's interest under said lease, Assignor: Select Enterprises, Inc. Assignee: Billy Mchale's Corporation, a Washington corporation, and John R. Hoehl, Jr. Recording Date: April 16, 1987 Recording No.: 8704161113 Amendment and/or modification of lease Recording date: April 16, 1987 Recording No: 8704161113 16. Subordination, Nondisturbance and Attornment Agreement, and the terms and conditions thereof: Lender: Wells Fargo Bank, National Association Tenant: T.G. Restaurants, LLC, and Patrick N. Knutson and James B. Ross, Jr. Landlord: Seatac Village Shopping Center, LLC, a Delaware limited liability company Recording Date: June 25, 2012 Recording No.: 20120625000558 17. An unrecorded lease with certain terms, covenants, conditions and provisions set forth therein as disclosed by the document Entitled: Memorandum of Lease Lessor: Sierra Capital Realty Trust VI Co., a Missouri corporation, d/b/a Sierra Capital Realty Trust VI Co. by Meridian Point Properties Lessee: The TJX Operating Companies, Inc., a Delaware corporation Recording Date: July 16, 1991 Recording No.: 9107161878 18. Subordination, Nondisturbance and Attornment Agreement, and the terms and conditions thereof: Lender: Wells Fargo Bank, National Association Tenant: TJX Companies, Inc. Recording Date: June 25, 2012 Recording No.: 20120625000560 Subdivision Guarantee/Certificate Printed: 01.28.14 @ 11:50AM Page {{Page}} of WA-CT-FNSE-02150.622476-SPS-1-14-0007638-06 {{NumPages}} CHICAGO TITLE INSURANCE C` APANY GUARANI _ i/CERTIFICATE NO. 0007638-06 SCHEDULE B (continued) 19. An unrecorded lease with certain terms, covenants, conditions and provisions set forth therein as disclosed by the document Entitled: Memorandum of Lease Lessor: Meridian Point Realty Trust VI Co., a Missouri corporation Lessee: Evergreen Buffets, Inc., an Oregon corporation Recording Date: July 3, 1995 Recording No.: 9507030706 20. Subordination, Nondisturbance and Attornment Agreement, and the terms and conditions thereof: Lender: Wells Fargo Bank, National Association Tenant: OCB Restaurant Company, LLC Landlord: Seatac Village Shopping Center, LLC Recording Date: June 25, 2012 Recording No.: 20120625000565 21. An unrecorded lease with certain terms, covenants, conditions and provisions set forth therein as disclosed by the document Entitled: Memorandum of Lease Lessor: Seatac Village Shopping Center, LLC, a Delaware limited liability company Lessee: Trader Joe's Company, a California corporation Recording Date: May 31, 2008 Recording No.: 20080331003051 22. Subordination, Nondisturbance and Attornment Agreement, and the terms and conditions thereof: Lender: Wells Fargo Bank, National Association Tenant: Trader Joe's Company, a California corporation Landlord: Seatac Village Shopping Center, LLC, a Delaware limited liability company Recording Date: June 25, 2012 Recording No.: 20120625000559 23. An unrecorded lease with certain terms, covenants, conditions and provisions set forth therein as disclosed by the document Entitled: Memorandum of Lease Lessor: Seatac Village Shopping Center, LLC Lessee: Homegoods, Inc., a Delaware corporation Recording Date March 29, 2012 Recording No.: 20120329001011 24. Subordination, Nondisturbance and Attornment Agreement, and the terms and conditions thereof: Lender: Wells Fargo Bank, National Association Tenant: Homegoods, Inc. Recording Date: June 25, 2012 Recording No.: 20120625000561 Subdivision Guarantee/Certificate Printed: 01.28.14 @ 11:50AM Page {{Page}} of WA-CT-FNSE-02150.622476-SPS-1-14-0007638-06 {{NumPages}} CHICAGO TITLE INSURANCE C APANY GUARANI/CERTIFICATE NO. 0007638-06 SCHEDULE B (continued) 25. An unrecorded lease with certain terms, covenants, conditions and provisions set forth therein as disclosed by the document Entitled: Subordination, Nondisturbance and Attornment Agreement Lessor: Seatac Village Shopping Center, LLC Lessee: DSW Shoe Warehouse, Inc. Recording Date: June 25, 2012 Recording No.: 20120625000562 26. Subordination, Nondisturbance and Attornment Agreement, and the terms and conditions thereof: Lender: Wells Fargo Bank, N.A. Tenant: DSW Shoe Warehouse, Inc. Landlord: Seatac Village Shopping Center, LLC Recording Dates June 25, 2012 Recording No.: 20120625000562 27. An unrecorded lease with certain terms, covenants, conditions and provisions set forth therein as disclosed by the document Entitled: Subordination, Nondisturbance and Attornment Agreement Lessor: Seatac Village Shopping Center, LLC Lessee: Mud Bay, Inc., a Washington corporation, dba Mud Bay Recording Date: June 25, 2012 Recording No.: 20120625000563 28. Subordination, Nondisturbance and Attornment Agreement, and the terms and conditions thereof: Lender: Wells Fargo Bank, National Association Tenant: Mud Bay, Inc., a Washington corporation, dba Mud Bay Landlord: Seatac Village Shopping Center, LLC Recording Date: June 25, 2012 Recording No.: 20120625000563 29. An unrecorded lease with certain terms, covenants, conditions and provisions set forth therein as disclosed by the document Entitled: Subordination, Nondisturbance and Attornment Agreement Lessor: Seatac Village Shopping Center, LLC Lessee: National Vision, Inc., a Georgia corporation, dba America's Best Store #5377 Recording Date: June 25, 2012 Recording No.: 20120625000564 30. Subordination, Nondisturbance and Attornment Agreement, and the terms and conditions thereof: Lender: Wells Fargo Bank, National Association Tenant: National Vision, Inc., a Georgia corporation, dba America's Best Store #5377 Landlord: Seatac Village Shopping Center, LLC Recording Date: June 25, 2012 Recording No.: 20120625000564 Subdivision Guarantee/Certificate Printed: 01.28.14 @ 11:50AM Page {{Page}} of WA-CT-FNSE-02150.622476-SPS-1-14-0007638-06 {{NumPages}} CHICAGO TITLE INSURANCE G_..i PANY GUARAN'i _c/CERTIFICATE NO. 0007638-06 SCHEDULE B (continued) 31. An unrecorded lease with certain terms, covenants, conditions and provisions set forth therein as disclosed by the document Entitled: Subordination, Nondisturbance and Attornment Agreement Lessor: Seatac Village Shopping Center, LLC Lessee: Tuesday Morning, Inc. Recording Date: July 26, 2012 Recording No.: 20120726001479 32. Subordination, Nondisturbance and Attornment Agreement, and the terms and conditions thereof: Lender: Wells Fargo Bank, National Association Tenant: Tuesday Morning, Inc. Landlord: Seatac Village Shopping Center, LLC Recording Date: July 26, 2012 Recording No.: 20120726001479 33. An unrecorded lease with certain terms, covenants, conditions and provisions set forth therein as disclosed by the document Entitled: Memorandum of Lease Lessor: Seatac Village Shopping Center, LLC, a Delaware limited liability company Lessee: Ulta Salon, Cosmetics & Fragrance, Inc., a Delaware corporation Recording Date: December 23, 2013 Recording No.: 20131223000637 34. Any additional unrecorded leaseholds, right of vendors and holders of security interests on personal property installed upon the Land and rights of tenants to remove trade fixtures at the expiration of the terms. 35. Terms and conditions of the limited liability company agreement for SeaTac Village Shopping Center, LLC. 36. Your application for title insurance was placed by reference to only a street address or tax identification number. Based on our records, we believe that the legal description in this report covers the parcel(s) of Land that you requested. If the legal description is incorrect, the seller/borrower must notify the Company and/or the settlement company in order to prevent errors and to be certain that the correct parcel(s) of Land will appear on any documents to be recorded in connection with this transaction and on the policy of title insurance. Note: FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per Amended RCW 65.04.045. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document: Portion of the Southwest quarter of the Southwest quarter of Section 9-21-4. Tax Account No.: 092104-9208-03 Subdivision Guarantee/Certificate Printed: 01.28.14 @ 11:50AM Page {{Page}} of WA-CT-FNSE-02150.622476-SPS-1-14-0007638-06 {{NumPages}} CHICAGO TITLE INSURANCE C,-.APANY GUARANI -c/CERTIFICATE NO. 0007638-06 SCHEDULE B (continued) Note: Any map furnished with this Guarantee/Certificate is for convenience in locating the land indicated herein with reference to streets and other land. No liability is assumed by reason of reliance thereon. END OF SCHEDULE B Subdivision Guarantee/Certificate Printed: 01.28.14 @ 11:50AM Page {{Page}} of WA-CT-FNSE-02150.622476-SPS-1-14-0007638-06 {{NumPages}} SUBDIVISION Issued By: CHICAGO TITLE INSURANCE COMPANY Guarantee/Certificate Number: 0007638-06 CHICAGO TITLE INSURANCE COMPANY a corporation, herein called the Company GUARANTEES herein called the Assured, against actual loss not exceeding the liability amount stated in Schedule A which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth in Schedule A. Please note carefully the liability exclusions and limitations and the specific assurances afforded by this guarantee. If you wish additional liability, or assurances other than as contained herein, please contact the Company for further information as to the availability and cost. Chicago Title Company of Washington 701 5th Avenue, Suite 2300 Seattle, WA 98104 Countersigned By: A. Authorized Officer or Agent Chicago Title Insurance Company By: Attest: 00116 AI r President ti- Secretary Subdivision Guarantee/Certificate Printed: 01.28.14 @ 11:50AM Page 1 of 11 WA-CT-FNSE-02150.622476-SPS-1-14-0007638-06 2 VICINITY MAP SCALE: NOT TO SCALE ID: a—sp VICINITY DESIGN REVIEW ISSUED / REVISED DATE ORIGINAL ISSUE DATE: 01.IT13 DRAWN BY: MAY CHECKED BY: ML Ix„ x••i•m•�.,, eMl,M Mw.a•w �dnie�• m,l�«rim ►�.,Ir.,. •..on.n.... RECEIVED NORTH FEB 0 6 2014 CT-1-Y OF FEDER,'111- WAY ADS HARSH INVENSTMENT PROPERTIES LLC ULTA, SEATAC VILLAGE,1800 S 320 ST, FEDERAL WAY, WA HA13044 BAYSINGER PARTNERS ARCHITECTURE 1121 SW SALMON ST, SUITE 500 1006 SE Grand Ave., Suite 300, Portland, OR 97214 PORTLAND, OR 97005 Phone : 503-546-1600 Fax : 503-546-1601 Phone : Fax: jerryh @BapsingerPortners.com IRCE.�9i January 31, 2014 FEB 0 6 2014 City of Federal Way CITY OF FEDERAL WAY Department of Community Development Services CDs 33325 81h Avenue South Federal Way, WA 98003 RE: Site Plan Review Process II for HARSCH Investment Properties Construction of new 10,000 SF retail pad building 1800 South 3201h Street, Federal Way, WA; Parcel 092104-9208 Dear Staff, Please find attached, information in conformance with the City's Site Plan Review Process II submittal requirements. This submittal relates to HARSCH Investment Properties proposal for new construction located at 1800 South 320th Street, (parcel 09214-9208). The proposed project site is located within the CC-C (Central City Core) zoning district and total approximately 16.09 acres in area. All abutting properties are zoned CC-C. The project site is fully constructed with a mix of commercial uses including, retail, bank and restaurant tenants. Our proposal includes demolition of the existing Billy McHale's Restaurant pad building (approximately 8,653 SF) and construction of an approximately 10,000 square feet commercial retail building in its place. The new building will be placed as close to the right-of-way as possible, approximately 40 feet; however, a public utility easement prohibits placement of the building within five feet of the right-of-way as required by the zoning code. Regardless, the proposed plan moves the site towards compliance with the maximum setback standard as the new building will be closer to the right-of-way than the existing building. The proposed layout also eliminates existing vehicular parking between the building and right-of-way bringing the project area portion of the site into compliance with Section 19.130.240; within the project's "area of work" there will be 0% parking abutting the right-of-way. Site work associated with the proposed project will include reconfiguration of a small amount of parking lot immediately adjacent to the building. An ADA compliant walkway will be installed from the right-of-way to the entry on the east facade. The design of the site aims to provide a layout that maximizes functionality and vehicular and pedestrian safety both on and off site while maintaining aesthetics. To accomplish this, the project will retain all existing accesses and drive aisles, move the building as close to the street as site constraints allow, remove parking between the building and public right-of-way and minimize site disturbance by focusing new construction at the area of demolition. The site design allows for direct, ADA compliant accessibility from both the right-of-way and patron parking areas while working with a grade difference between the site and right-of-way. Baysinger Partners Architecture 1006 SE Grand Ave., Suite 300 Portland, OR 97214 503-546-1600 503-546-1601 vmvw.BaysingerPariners.rom The building will be stucco and stone veneer with fabric awnings. The design of the building provides the entry along the east fagade which is visible from and clearly recognizable from the South 320th right-of-way. Glazing along the South 320th fagade has been provided per Section 19.115 and the east, west and south elevations have been articulated and modulated using a variety of code compliant elements. The materials and design are visually appealing and compatible with development within the center as well as adjacent properties. The quality of materials, building design, improved aesthetics and improved safety demonstrate that the project will be visually compatible with adjacent properties and contribute to a business environment that is attractive, active and safe; ensuring that the high quality development expected in Federal Way continues with this project. We therefore trust that this submittal will be to your satisfaction and look forward to your informed response in the near future. Sincerely, BAYSINGER PARTN ERS� ARCHITECTURE PC V Jennifer L. Rinkus Planner cc: File Harsch Investment Properties DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8`1' Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 CITY OF - -' = www.cityoFfederalway.coni Federal Way Crime Prevention Through Environmental Design (CPTED) Checklist Instructions This checklist is designed to assist the project proponent in demonstrating how CPTED principles have been met. This goal can also be met by submitting a written explanation as to how each of the three design principles of Natural Surveillance, Access Control, and Ownership has been met. The checklist has been prepared to provide guidance and assistance in regard to the integration of CPTED principles into proposed project designs. The purpose of the checklist is to assist a project proponent in identifying and incorporating design strategies that implement the CPTED principles identified in Federal Way Revised Code (FVWRC) 19.115.010. CPTED principles, performance standards, and strategies are used during project development review to identify and incorporate design features, which reduce opportunities for criminal activity to occur. The effectiveness of CPTED is based on the fact that criminals make rational choices about their targets. In general: (1) The greater the risk of being seen, challenged, or caught; the less likely they are to commit a crime. (2) The greater the effort required, the less likely they are to commit a crime. (3) The lesser the actual or perceived rewards, the less likely they are to commit a crime. Through use of CPTED principles, the built environment can be designed and managed to ensure: (1) There is more chance of being seen, challenged, or caught; RKEI11 (2) Greater effort is required; (3) The actual or perceived rewards are less; and FEB ® 6 2014 (4) Opportunities for criminal activity are minimized. CITY OF CDS�L WAY CPTED Design Principles CPTED design principles are functionally grouped into three categories: (1) Natural Surveillance. This category focuses on strategies to design the built environment in a manner that promotes visibility of public spaces and areas. (2) Access Control. This category focuses on the techniques that prevent and/or deter unauthorized and/or inappropriate access. (3) Ownership. This category focuses on strategies to reduce the perception of areas as "ownerless" and therefore available for undesirable uses. Bulletin #021 - January 1, 2011 Page 1 of 2 k:\Handout \CPTED instructions How to Use This Checklist This checklist has been prepared to assist in identifying appropriate strategies to incorporate CPTED design principles into proposed projects in Federal Way. The guidelines included in this checklist expand on the principles found in FWRC 19.115.010. It is recommended that the principles be reviewed initially to identify the approaches used to implement OPTED. Subsequent to this initial review, this checklist should be reviewed to identify additional strategies that may be applicable for a proposed project. Not all strategies are applicable to all projects. In addition, the CPTED principles may be addressed through strategies that are not listed. Checklist Design The checklist has been organized in the following manner: Functional Area Specific design element addressed by CPTED principles Section and Functional Area Evaluation Performance Performance Standard for Agency Performance Standard off Standard Use Only What is the desired outcome Strategy applying CPTED principles to this func(ional area IN Applicable during Site. Plsn Kc icw l3 Applicabic during Building Permit Rovicw Strategy Technique which can be used Seed 1 0- Natural Surveillance to implement CPTED principles Check Box 1.1 Blind Corners rm —Revise ladicare by checking this box ij Avoid blind corners in pathways and parking lots. Revise T this strategy has been used in the NA proposed project Comments: Strategy Write4n Pathways should be direct. All barriers along This section can be used to write pathways should be permeable (sce through) in a strategy which is not including landscaping, fenein etc. t specifically listed but is Consider the installation of mirrors to allow users to employed in the project see ahead of them and around corners-e Process Applicability ❑ Other slrate Indicates ►Then in the review process the identified guideline should be assessed Site Plan and Building Permit Review Certain guidelines and techniques are best applied during different points in the review process. To assist in facilitating CPTED review, guidelines which are best considered during site plan review are indicated with a " 0 " symbol. Guidelines that are most appropriately applied during building permit review are indicated with a "e" symbol. Bulletin #021 — January 1, 2011 Page 2 of 2 k:\Handout \CPTED Instructions J�k CIT Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8"' Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 www.citvofl�ederalway.c oin Crime Prevention Through Environmental Design (CPTED) Checklist Directions Please fill out the checklist to indicate which strategies have been used to implement CPTED principles in your proposed project. Please check all strategies that are applicable to your project for each of the numbered guidelines. You may check more than one strategy for each guideline. Your responses will be evaluated by City Staff, and will be integrated into the Site Plan and/or Building Permit review process. j Section and Performance Standard Section 1.0 ✓ Functional Area Performance Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Natural Surveillance 1.1 Blind Corners Avoid blind corners in pathways and parking lots. All pathways are direct with clear lines of sight from the right-of-way, entrance, parking area and adjacent uses. Pathways should be direct. All barriers along pathways should be permeable (see through) including landscaping, fencing etc. ■ Consider the installation of mirrors to allow users to see ahead of them and around corners. e Other strategy used: 1J Evaluation for Agency Use Only _Conforms Revise `NA Comments: 1.2 Site and Building Layout ,_,_Conforms Allow natural observation from the street to the use, from the _Revise use to the .street, and between uses _NA The entrance has been located to be visible from the right -of -way, —Comments: parking area and adjacent uses. Bulletin #022—January 1, 2011 Page 1 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Performance Performance Standard i Standard Strategy ■ Applicable during Site Plan Review A Applicable during Building Permit Review ❑ Orient the main entrance towards the street or both streets on For Non -Single corners. ■ Family Development ❑ Position habitable rooms with windows at the front of the dwelling. ■ Access to dwellings or other uses above commercial/ retail development should not be from the rear of the building. ■ 13 Offset windows, doorways and balconies to allow for natural observation while protecting privacy. ■ xLocate main entrances/exits at the front of the site and in view of the street. ■ For Commercial/ Retail/ Industrial If employee entrances must be separated from the main and Community ❑ entrance, they should maximize opportunities for natural Facilities surveillance from the street. M ❑ In industrial developments, administration/offices should be located at the front of the building. ■ Avoid large expanses of parking. Where large expanses of For Surface X parking are proposed, provide surveillance such as security Parking and camergs. ■ The total parking area will be reduced with the elimination Parking of existing parking between the building and right-of-way. Structures Access to elevators, stairwells and pedestrian pathways should be clearly visible from an adjacent parking area. ■ X Avoid hidden recesses. ■ XLocate parking areas in locations that can be observed by adjoining uses. ■ Open spaces shall be clearly designated and situated at For Common/ locations that are easily observed by people. Parks, plazas, Open Space ❑ common areas, and playgrounds should be placed in the front Areas of buildings. Shopping centers and other similar uses should face streets. ■ Other strategy used:, U Evaluation for Agency Use Only Bulletin #022 — January 1, 2011 Page 2 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Performance Performance Standard Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review 1.3 Common/Open Space Areas and Public On -Site Open Space Provide natural surveillance for common open space areas. Refuse and recycling have been located adjacent to the loading area to ensure and maximize screening yet be accessible and safe. Position active uses or habitable rooms with windows adjacent ❑ to main common/open space areas, e.g. playgrounds, swimming pools, etc., and public on -site open space. ■ Design and locate dumpster enclosures in a manner which Xscreens refuse containers but avoids providing opportunities to hide. ■ Locate waiting areas and external entries to elevators/stairwells ❑ close to areas of active uses to make them visible from the building entry. e ❑ Locate seating in areas of active uses. e Other strategy Evaluation for Agency Use Only _Conforms _Revise _NA Comments: 1.4 Entrances —Conforms Provide entries that are clearly visible. Revise The main entrance has been located on the east facade and is clearly _NA visible from the right-of-way, parking area and adjacent uses. Comments: XDesign entrances to allow users to see into them before entering. ■ Entrances should be clearly identified (Signs must conform to IK FWRC 19.140,060. Exempt Signs. {Applicable during Certificate nCccunaney li:specrion]. Other strategy used: n 1.5 Fencing —Conforms Fence design should maximize natural surveillance from the _.Revise street to the building and from the building to the street, and _NA minimize opportunities for intruders to hide. Comments: Bulletin #022 — January 1, 2011 Page 3 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Performance Performance Standard Standard Strategy f Applicable during Site Plan Review e Applicable during Building Permit Review ❑ Front fences should be predominantly open in design, e.g. pickets or wrought iron, or low in height. e Design high solid front fences in a manner that incorporates ❑ open elements to allow visibility above the height of five feet. e If noise insulation is required, install double -glazing at the ❑ front of the building rather than solid fences higher than five feet. e Other strategy n Evaluation for Agency Use Only 1.6 Landscaping _Conforms Avoid landscaping which obstructs natural surveillance and —Revise allows intruders to hide. _NA All landscaping provides for natural surveillance. The loading area has Comments: required screening per Section 19.125.040.(24), The area is still visible from witl'�,jr�t4eRTW� gYnse low growth foliage should be spaced or their �[ crown should be raised to avoid a continuous barrier. ■ Use low groundcover, shrubs a minimum of 24 inches in y height, or high -canopied trees (clean trimmed to a height of A eight feet) around children's play areas, parking areas, and along pedestrian pathways. ■ XAvoid vegetation that conceals the building entrance from the street. ■ Other strategy used: 1.7 Exterior Lighting ,Conforms Provide exterior lighting that enhancer natural surveillance. _Revise (Refer to FWRC 19.115.050(7)(a) for specific lighting _NA requirements.) Comments: New lighting is provided on the building to light entrances and pedestrian pathways. Existing site lighting will remain to light parking areasm Prepare a lighting plan in accordance with Illuminating Engineering Society of America (IESA) Standards, which Xaddresses project lighting in a comprehensive manner. Select a lighting approach that is consistent with local conditions and crime problems. ■ Bulletin #022 — January 1, 2011 Page 4 of 9 k:\Handouts\CPTED Checklist Section and ✓ I Functional Area Performance Performance Standard Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Locate elevated light fixtures (poles, light standards, etc.) in a Xcoordinated manner that provides the desired coverage. The useful ground coverage of an elevated light fixture is roughly twice its height. ■ For areas intended to be used at night, ensure that lighting ❑ supports visibility. Where lighting is placed at a lower height to support visibility for pedestrians, ensure that it is vandal - resistant. e �1' x Ensure inset or modulated spaces on a building facade, access/egress routes, and signage is well lit. e xIn areas used by pedestrians, ensure that lighting shines on pedestrian pathways and possible entrapment spaces. e Place lighting to take into account vegetation, in its current and Xmature form, as well as any other element that may have the potential for blocking light. e Avoid lighting of areas not intended for nighttime use to avoid Kgiving a false impression of use or safety. If danger spots are usually vacant at night, avoid lighting them and close them off to pedestrians. e yy► Select and light "safe routes" so that these become the focus of iA legitimate pedestrian activity after dark. ■ El Avoid climbing opportunities by locating light standards and electrical equipment away from walls or low buildings. e © Use photoelectric rather than time switches for exterior lighting. e In projects that will be used primarily by older people (retirement homes, congregate care facilities, senior and/ or community centers, etc.) provide higher levels of brightness in public/common areas. e Other strategy U 1.8 Mix of Uses In mixed use buildings increase opportunities for natural surveillance, while protecting privacy. Bulletin #022 —January 1, 2011 Page 5 of 9 Evaluation for Agency Use Only _Conforms _Revise _NA Comments: k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Where allowed by city code, locate shops and businesses on lower floors and residences on upper floors. In this way, ❑ residents can observe the businesses after hours while the residences can be observed by the businesses during business hours. ■ ❑ Include food kiosks, restaurants, etc. within parks and parking structures. ■ Other strategy: used 13 1.9 Security Bars, Shutters, and Doors _Conforms When used and permitted by building and fire codes, security _Revise bars, shutters, and doors should allow observation of the street _NA and be consistent with the architectural style of the building. Comments: Security bars and security doors should be visually permeable (see -through). e Other strategy used: El Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review I Section 2.0 Access Control 2.1 Building Identification Conforms Ensure buildings are clearly identified by street number to .Revise prevent unintended access and to assist persons trying to find _NA the building. Identification signs must conform to FWRC Comments: 19.140.060. Exempt Signs. x Street numbers should be plainly visible and legible from the street or road fronting the property. e Bulletin #022 — January 1, 2011 Page 6 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Performance Performance Standard Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review In residential uses, each individual unit should be clearly numbered. In multiple building complexes, each building entry ❑ should clearly state the unit numbers accessed from than entry. In addition, unit numbers should be provided on each level or floor. e xStreet numbers should be made of durable materials, preferably reflective or luminous, and unobstructed (e.g. by foliage). e For larger projects, provide location maps (fixed plaque ❑ format) and directional signage at public entry points and along internal public routes of travel. e Other strategy FE- 2.2 Entrances Avoid confusion in locating building entrances. There is one main entry accented by a raised parapet entry feature, awning and pedestrian lighting. The main entry will be double door versus single egress only doors. Entrances should be easily recognizable through design Xfeatures and directional signage. (Signs must conform to FWRC 19.140.060. Exempt Signs. ■ XMinimize the number of entry points. ■ Other strategy used:. [J 2.3 Landscaping Use vegetation as barriers to deter unauthorized access. ❑ Consider using thorny plants as an effective barrier. e Other strategy n 2.4 Landscaping Location Avoid placement of vegetation that would enable access to a building or to neighboring buildings. Evaluation for Agency Use Only !Conforms Revise __NA Comments: Conforms Revise _NA Comments: Conforms _Revise _NA Comments: Bulletin #022 —January 1, 2011 Page 7 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Performance Performance Standard Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Avoid placement of large trees, garages, utility structures, ❑ fences, and gutters next to second story windows or balconies that could provide a means of access. ■ Other strategy used: 13 2.5 Security Reduce opportunities for unauthorized access Egress only doors will be provided with security hardware that allows existing from the interior without access from the exterior. Consider the use of security hardware and/or human measures Xto reduce opportunities for unauthorized access. (Applicable during Cerliflcaie of Occupanry InsRection). Other strategy used: 13 2.6 Signage Insure that signage is clearly visible, easy to read and simple to understand [Signs must conform to FWRC 19.140.060. Exempt Signs]. Way finding signage will be provided in the parking area. Building signage will be review under separate application. ❑ Use strong colors, standard symbols, and simple graphics for informational signs. e Upon entering the parking area, provide both pedestrians and For Surface X drivers with a clear understanding of the direction to stairs, Parking and elevators, and exits. e Parking Structures In multi -level parking areas, use creative signage to distinguish ❑ between floors to enable users to easily locate their cars. e ❑ Advise users of security measures that are in place and where to find them, i.e. security phone or intercom system. e ❑ Provide signage in the parking area advising users to lock their cars. e Evaluation for Agency Use Only . _.Conforms _Revise _NA Comments: _Conforms _Revise _ NA Comments: Bulletin #022 —January 1, 2011 Page 8 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review I I ❑ Where exits are closed after hours, ensure this information is indicated at the parking area entrance. e Other strategy used: Section 3.0 Ownership 3.1 Maintenance _Conforms Create a "cared for" image —Revise Harsch Investment Properties provides outstanding site maintenance _NA and will continue to do so. Comments: Ensure that landscaping is well maintained, as per FWRC 19.125.090, in order to give an impression of ownership, care, and security. (Ongoing). Where possible, design multi -unit residential uses such that no ❑ more than six to eight units share a common building entrance. ■ Other strategy used: E 3.2 Materials Use materials, which reduce the opportunityfor vandalism. Stone veneer and stucco are the primary building materials. Both do not provide a smooth even surface often preferred for graffiti. Consider using strong, wear resistant laminate, impervious glazed ceramics, treated masonry products, stainless steel Xmaterials, anti -graffiti paints, and clear over sprays to reduce opportunities for vandalism. Avoid flat or porous finishes in areas where graffiti is likely to be a problem. e ❑ Where large walls are unavoidable, refer to FWRC 19.125.040(21) regarding the use of vegetative screens. e Common area and/or street furniture shall be made of long ❑ wearing vandal resistant materials and secured by sturdy anchor points, or removed after hours. e Other strategy _Conforms _Revise NA Comments: Bulletin #022 — January 1, 2011 Page 9 of 9 k:\Handouts\CPTED Checklist 4k� CITY OF FEB 0 6 2014 Federal Waycrr,.,,),,,, Ca5 APPLICATION NO(s) MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8`h Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 www.citynl'I'ederaln:rv.cnrai 14 — 1005 l - I —00 — (AP Date Project Name ULTA Cosmetics Property Address/Location 1800 South 320th Street Parcel Number(s) 092104-9208 Project Description Demolition of existing Billy McHaie's restaurant pad building. Construction of a new approximately 10,000 s.f. retail pad building in same location. PLEASE PRINT Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director's Approval) Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information CC-C Central City Core Zoning Designation CC-C Central City Core Comprehensi flan Designation B 1()- 191 QAIi.AOValue of Existing Improvements $1 million Value of Proposed Improvements International Building Code (IBC): M - Mercantile Occupancy Type VB Construction Type Applicant Name: Harsch Investment Properties - Brian Williams Address: 1121 SW Salmon St City/State: Portland, OR Zip: 97205 Phone: 503.242.2900 Fax: Email: briapw@hu-5ch.com Agent (if different than Applicant) Name: Baysinger Partners Architecture - Jennifer L. Rinkus Address: 1006 SE Grand Ave, #300 City/State: Portland, OR Zip: 97214 Phone: 503.546.1623 Fax: 503.546.1601 Email: jenniferr@baysinger ers.com Signatpec--,, 1 • ner Name: >IWA4� G� ! WpFrNfr CF_4vTF_F2 G-L_G Address: II S. 1 Sc" -54" c"I ST City/state:,.; —=rV_Tr_4MID . O/L '�p::�s 97zos Phone::'' 5c3/ 242 - Fax: Email: CeW7 Signdilll'� j I Bulletin #003 —January 1, 2011 Page 1 of 1 k:\Handouts\Master Land Use Application IFL-� IAA I afghan associates, inc. ENGINEERING ULTA - Federal Way 1800 S 320th St. Federal Way, Washington January 17, 2014 The information contained in this report was prepared by and under direct supervision of the undersigned: RECEIVED � FEB 0 6 Z014 CITY OF FEDERAL WAY CDS Craig Harris PE AAI Engineering 4875 S.W. Griffith Drive Suite 300 Beaverton, Oregon 97005 PH 503.620.3030 FX 503.620.5539 craigh@aaieng.com AAI Project Number: A13091.11 ULTA - Federal Way Table of Contents SECTIONS Section 1 - Project Overview Section 2 — Core Requirement #1 - Discharge at Natural Location Section 3 — Core Requirement #2 - Off -site Analysis Section 4 — Core Requirement #3 - Flow Control Section 5 — Core Requirement #4 - Conveyance System Section 6 — Core Requirement #5 - Erosion and Sediment Control Section 7 — Core Requirement #6 - Maintenance and Operations Section 8 — Core Requirement #7 - Financial Guarantees and Liability Section 9 — Core Requirement #8 - Water Quality Section 10 - Special Requirements 1 - Other Adopted Area Specific Requirements 2 - Flood Hazard Delineation 3 - Flood Protection Facilities 4 - Source Controls 5 - Oil Control FIGURES Figure 1 — Current Site Conditions Figure 2 — Proposed Conditions - Areas of Disturbance APPENDIX Appendix A — Design Documents Appendix B — Design Calculations and Supporting Information Appendix C — Operations and Maintenance Manual Appendix D - Source Control Information ULTA - Federal Way Section 1-- Pro'ect Overview The ULTA Federal Way project is located at 1800 S 320th St in Federal Way, Washington. The current site (701,057SF) contains two existing multi -tenant retail buildings, two banks and a restaurant. The buildings make up—160,215SF, there is—102,879SF of pervious area (Landscape) on - site which leaves—437,963SF of additional impervious area (walkways, parking and maneuvering areas, other hardscape). Phase I of the proposed project will include removing the existing restaurant (8,653SF) and surrounding parking lot (total disturbance — 43,050SF) and constructing a single story retail building (10,100SF) and reconstruction of the adjacent parking lot to blend the new construction into the existing grades. Upon Phase I completion we will be decreasing the total on -site impervious area by 3,427SF, resulting in—594751 SF of impervious area. Due to the project falling within an Enhanced Basic Water Quality Treatment area, Phase II of the project will be the installation of Filter Vaults and new conveyance piping (as necessary) around the site that will treat the runoff from the existing plaza that will not be disturbed and upgraded during Phase I. The construction form both Phase I and Phase II will route the treated flows to the existing detention structures and outfalls. Per the Pre -Application Conference Summary, dated June 20, 2013 the project (Phase I and Phase II) are designed to the 2009 King County Surface Water Design Manual (KCSWDM) and the City of Federal Way Addendum to the KCSWDM requirements. There are five existing stormwater detention systems and outfall locations for the site. Each system provides flow control for the drainage sub basin it serves. There are also oil/water separators which help to remove petroleum products from the site runoff. By adding the Filter Vaults we will be providing a "treatment train" to reduce the pollutants that leave our site and join the public storm system. Conveyance pipe sizing for new stormwater piping was performed using Manning's Equation (Q _ 0.149 AR z s S 12 ), where A is the pipe area (SF), R is the hydraulic radius, S is pipe slope (ft/ft), and n n is the Manning's Coefficient and is based on the pipe material. A conservative (n) value of 0.013 was used for this project as a value for PVC piping. ULTA - Federal Way Section 2- Core Re uirement #1 Discharge at Natural Location There are five separate discharge locations from the on -site detention sub basins. These will all be utilized and protected (in place) for the post construction runoff. There will be no increase to the flow volumes through each discharge so no adverse effects to any on -site or down stream facility will occur due to the projects construction. ULTA - Federal Way Section 3- Core Requirement #2 Off -site Analysis This project is exempt from this requirement due to the fact that the rate, volume, duration and location of discharges will not increase due to the proposed construction. We will be reducing the rate and volume slightly as we are replacing—3,427SF of impervious area with pervious area. ULTA - Federal Way Section 4- Core Re uirement #3 Flow Control Per the Pre -Application Conference Summary, dated June 20, 2013, no formal flow control facilities are required. However the site contains five separate existing detention/flow control systems which will be protected and utilized for post construction runoff (Phase I and Phase II). Per the Pre - Application Conference Summary, dated June 20, 2013 there is a requirement that we apply Flow. Control Best Management Practices. We are meeting this requirement by installing 4,540SF of pervious concrete paving in the parking lot of the Phase I construction. ULTA - Federal Way Section 5- Core Re uirement #4 Conveyance System The proposed conveyance piping will sized to handle the 25-year flow (3.5"/HR) using Manning's Equation (Q = 0.149 ARMS Yz ), where A is the pipe area (SF), R is the hydraulic radius, S is n pipe slope (ft/ft), and n is the Manning's Coefficient and is based on the pipe material. A value of 0.013 is used for this project as a value for PVC piping. The Western king County 25-year 24-hour Isopluvial map is included in Appendix B. ULTA - Federal Way Section 6- Core Requirement #5 Erosion and Sediment Control Per the KCSWDM there are nine categories of ESC that must be considered for each project. They are listed below with a brief description of their applicability to this project. ESC Measure 1. Clearing Limits - The limits of disturbance will be delineated by silt fencing in landscape areas or other erosion control means (ie. wattles, straw bales, etc.) 2. Cover Measures - Temporary (straw/mulch, plastic sheathing) and permanent (landscaping, paving) cover measures shall be in place prior to periods of precipitation. 3. Perimeter Protection - Silt Fencing will be installed downstream of ALL disturbed areas. 4. Traffic Area Stabilization - Traffic areas will be stabilized with rock to prevent tracking of sediment off - site. 5. Sediment Retention - This project will be constructed during the "dry" weather months. If precipitation becomes an issue sediment retention techniques will be utilized. 6. Surface Water Collection - This project will be constructed during the "dry" weather months. If precipitation becomes an issue Surface water collection techniques will be utilized. 7. Dewatering C- No dewatering of the site is expected. 8. Dust Control - No dust problems are expected. If this becomes a hazard Dust Control will be implemented. 9. Flow Control - This site has existing flow control systems and they will be utilized for the post construction runoff. All temporary and permanent erosion and sediment control BMPs shall be maintained and repaired as needed to assure continued performance of their intended function. Maintenance and repair shall be conducted in accordance with BMP specifications. All temporary erosion and sediment control BMPs shall be removed within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be removed or stabilized on site. Disturbed soil resulting from removal of BMPs or vegetation shall be permanently stabilized. Seasonal Work Limitations From October 1 through April 30, clearing, grading, and other soil disturbing activities shall only be permitted if shown to the satisfaction of the local permitting authority that silt -laden runoff will be prevented from leaving the site through a combination of the following: 1. Site conditions including existing vegetative coverage, slope, soil type, and proximity to receiving waters; and 2. Limitations on activities and the extent of disturbed areas; and 3. Proposed erosion and sediment control measures. ULTA - Federal Way Section 7- Core Requirement #6 Maintenance and Operations The maintenance and operations information for the filter vaults and cartages are included in Appendix C of this report. ULTA - Federal Way Section 8-- Core Requirement #7 Financial Guarantees and Liability Any financial guarantees and liability requirements for this project will be taken care of by the owners. ULTA - Federal Way Section 9- Core Requirement 0 Water Quality This project is within an Enhanced Basic Water Quality Treatment area therefore we will provided treatment based on those requirements. The site is completely developed so we are unable to construct either Option 1 (Large Sand Filter) or Option 2 (Stormwater Wetland) of the enhanced basic treatment menu. We are proposing Option 3 (Two -facility Treatment Train) to meet water quality. Per the Pre -Application Conference Summary, dated June 20, 2013 we are allowed to place the water quality facilities underground. We have chosen to utilize the StormFilter vault and cartridges system to achieve pollution reduction. By using the StormFilter exclusively we need to provide a two vault system where the first vault contains cartridges with ZPG media and the second vault contains CSF media cartridges. The combination of the two different filters meets the requirement for enhanced basic water quality treatment. The vaults are sized based on the number of filter cartridges needed to provide the required treatment goal. Due to the existing detention/flow control structures on -site we are unable to intercept the conveyance piping after flow control so we are placing the filter vaults before the detention structures. By doing so we are required to treat a storm event equal to 35% of the 2-yr design storm 2.2" per hour (2.2".35=0.77"). We have analyzed each collection point (catchbasin) for the area that is draining to it and where feasible we are proposing to combine them and route to common double vault assembly. Additionally due to the depth constraints we will use the "low profile" (12") canisters which allow a design flow rate of 5GMP each. In instances where the high flow rate exceeds the vaults built in diversion structure a flow splitter is proposed upstream of the vaults. ULTA - Federal Way Section 10- Special Requirements 1. Other Adopted Area -Specific Requirements - There are no identified thresholds at he project site that would trigger these requirements 2. Flood Hazard Area Delineation - The project does not lie within a flood hazard zone. 3. Flood Prot Gt on Facilities - The project does not lie within a flood zone therefore no flood protection facilities are proposed. 4. Source Controls - A list of applicable source controls is included in Appendix D. 5. Oil Control - The existing site contains oil/water separators and we are installing a double vault filter cartridge system to meet the Basic Enhanced Water Quality Treatment requirements. ULTA - Federal Way Fi ure T -- Current Site Conditions cn_ NG`CS AF':i.:S: ApYiytf[QI�[!, �LAIpp i� 1 E 5 ]2GTH NA fEDEaAL WAY. ' yJ1 � �9ETE R1rACL 09210=-920B M FA{ 1 Y NN�GGLLL 1 yplE Aw ;,' --11. 1-4 ap.p� n Gvp-29 ::n:t. �yp'�� 1 j��1(ip1'yYLYyIWy�NA(f�tSM Y':SilYwal: :'AM• 11A. WY4[ y1AY�01S MI AL BENCHA— •f!N• LNT1i $!,1/,Y —NMI— OF FEDERAL WAY BEN—K NUMBS 21T2-BB-1 SOUMEAST BOLT ON SIGNAL POLE BASE_ AT NORNWUT CDADRANT AT SW N 324N STREET AND FACIAL Hl— Ya1.Y EEXI8TINO CONDITIONS PLAN WAY T•W GPAPIOC SCALE BUSH, ROED & HITCHINGS, INC MAIL EMONEEF s ! LAND 9MIrEwfis BRH V r - LLLJ =.A W Q P rile Za�A Qom Q [L N Z3 w� LLJ 3 z J y C m LLJ € JLo Z � V Q d N9i 1 uEl E w Q W je' :C {E ISSUED/REVISED DATE BU.a1¢FIM= YITINI '}AMR lY fHEUF9Y (NH EXISTING CONDTIONS — — PLAN C1.0 DESIGN REVIEW ULTA - Federal Way Fi ure Z -- Proposed Conditions - Areas of Disturbance •a4.IIf�1 r any r.w.l' - �..fpal n� n•r.s,'a�� i - � un a�n[r 'YpHp .tfla��aC� � dH ac.•i <pi u.w[a�Cit unl::stt,r'owl r• °: L ._.� ! , _.oln ..yrx :twx}.•/laxi/y,�.y.rr..�trmcl YP1.1r.�ilti'�Mi ! 1cP f q�/.tI url w tr _ "--�SZ 1 i `.iii o.pawl wfu.nwu'ran n ..n m Yn[.er.x•+w�cY om:u.w •. "r � a- w :rs: •Pi •[.fn. ov� �';'. -,s,;; • - -; - :r � ' J 1 .oe-.aau r W.M at a} Vt a•p[ iM.Tilit! ilif•li �N.r7n pT � �wiao p 1 a0fi dM1 Vldanf'aor�. � Ly I q.m.n.•di �5 � u«urne.l .r�[.`•r[ akwaatr�vM � � � i� G.7 nil r s n•r ] �•w��r' Lply.it 11ll1i�G1 -~�� t_J.e :+•.gel ..*N' F1i yptt • J:1 =t :51H li►. Q � ! s .:.�y ■W a`"Lpr ��pF..e� r � '��:v.. t. v -w ^ • r`•am v� r+; �t[�q•n,r�x. 7+ I�a�.w+ewar •i, :. u:re . -t . m, � n al.e.w G osrll p • .t,f•rl�.� : ti • 4 ' f' i. n�,r n.0 ytrco cl �.nax xzra-cwcl r 6 •r �' rY•-+rgl I 0 am o i r^ wi A -a H nsqu,a�+'ito� r ' a� � •_' � ��,L�acrvrrl ij �ecw�•�zexeo c�oi eot: aca., �:• r � ti •• f •'� [ l +5.[Ynt.avrrr[7 • • _ . ; •. R 1.1. la I 't � yr� a 1 jo�.�'►s.ltrm.n 1•• �t •+P1[cn�,r att a s r � � � � u S � , 1 t•c ., ..T• � rl� .xx r. na •� erw; 1\.tl6almn '°n.lf+u�warcy �17 •FM .i tad } M q�i�ip.j As.ltl ['d.�! /.y wj�NtrOC41 �b - _ -.� _ - -- - - - .sy�wf M�YWCl .U�[ •tagfM all H r i1i ti1C1 rV 11uu��l�ta. ry' �'K1, � � � _ W��i� �fLEWt ��,F IQSi��ucC ULTA - Federal Way Appendix A — Design Documents DX ",YES LEGEND ESS 1N00 S D20TH .C9 CONCH BASN FEJ RAL WAY, WA CONCRETE SURFACE ®M HYDRANT '09 RPREON M On PIPE D4-920!':!I`: 092104-9208 • NONODu IV CASE N rSalMllL Cn..11L .P POWER .VEFcR REBAR/ � .AD B3/91 (R) RECORD STR r LICHT Ncw-29 .� STO BAR x STOHN DRAINAGE .SDCO STORM DRAIN CLEAN OUT a SOUH STORM DRAINAGE MANHOLE ORIGNAL BENCHMARK: CITY OF FEDERAL WAY BMARK NUMBER 2172-63-1 SS SANITARY SEWER •SSMN SANITARY SEWFN NANNLIE SOUTHEAST BOLT ON SIGNAL POLE BASE AT NOR IH WEST QUADRANT AT SOUTH 32•TH STREET AND PACT: C HIGHWAY s.- f VATON = 405 )q _ SITE BBENCHNAFK: W•><.b CITY OF FEDERAL WAY EENCHMARK NUMBER 2112-17-1 NO MEAST BOLT ON S— POLE BASE AT SOUII.WEST �tlwu I MOrr OVOCRANT AT SOURI — STREET AND PAOMC HIGHWAY �y saes p1vAUC4 - 41. ai. y i .r..• FEEL 16 0941 .611 •A•. II 91f AS SHLWN CONTNNS )01.05T SOUAHE GR AOIEs. Mos a Icss IA v I 1 I 1 li N DE � M A04BUSH, ROED & HITCHINGS, INC - CAL E IQm15 k LAM SU14iYORS BRN '1 :'. 5.� FMf Cl WM f•1-- -- --- ——y-------------- n4a;WtYri �Y ■ ■ �ouc — un n., ft= Or TKTA1 Sms AnyI O O O A .s.�I Na r .��.�.. ram-�.• -.his .tiw: 7.f71VIiT -.I 0 1 -••e r IRRN •1•E ',� pY.1lFr !� Txfamn a■ EXISTING CONOTIONS - - PLAN C1.0 DESIGN REVIEW LEGEND �T•a a�.ran--T ro A YIn1MAus M p!T!a C-1 Tmr xB]IrY,S IETI Oa1/0J1--1 W a fa•f MTavA�-C % loe ooriww--s roor nmrHs �— masrr Fora ow NBlC � � CA= §A= er 6pABOB var Euwaa _ w r" w an aawWo is A .T B.EVAlP1N Ac rnAnE o Mo U9 w oamxc lEi CAMH BARN GENERAL NOTES �Y, �—0 . tB n[ Nsoam>,n s Iw AAa2/C Ea I. n� L I[- W14Ir Mm ice rP m T. ANO THE I c iEOeTGnwa 2 TIE mBPACIW lIALL NAVE A FlAL »T W NE aA16NT AFwaOIfD Ow31P11LTlal OOp1YFMn Wa . ACOENW w nE iP0.ECT STE AT ALL 1W6 a TIE CwTPACTw a PE� FOR COaaIMATM M MW UMTO %- As uS 7atsl.orc ro'Ex Elac TFlEa9w, cTc canial vwvT uxwTla.s TaTP ENaNTn. A. TIC COIIIIIACIa1 SHALL ID7y lIE tNOATFeI Aeq .P1 pp MlOOf CDa1PolEllw TOOe6] W IA11TArz Brz 06ENVAnw! AT PE—aARm WrzNVAL'i 1!-HOIIP IIOIICE R IEOIINaI. 1 COSIEI: CnUl10MP BAgD w TrPOTADMc B0. ffly " Unuw 9JIMY PgPAPED or N., Pam a wTa.PG3 a1E DAM ME oEN ]. M. 6 AwfT allAa tp AE elpgEl 10 MO•. oAd .T w l0 n v ne OPyly lIOTBI h1 m ga[AIE Alq W PIM a/il n w le.v Ar IaFM 040E WIPIACN>A 14 .LLO•!ON P-AP1RIIt � I(OAm TOFSOL i. PR/a� uuLwC T. alAONG acvATPNS AB sIION w 9rz Ala LwoSCWE n1115 WE Evasrm GIIAOE NCP sIGIIIOE! swwlmE sOL WPsol. scE ABEi1GIEn1S PoamTr AA9 PwaS PROTCT:TIw MTPACIa1 01 RE9 lE W CWMATE ORA TnP BOTN E vA ANO IAIO£AK CwTMGipG CUT/FILL ar - sa er. ru. acr. IMPERVIOUS SURFACE AREA IPTOom . a1M1 Y. UTRETY INFO — gd-L 41CDe— ..,� GFRAPIRC SCALE I\ GRADING a EROSION CONTROL PLAT) B•AY T • V (a Ear l 14Y - •• a V J _jo ��sl LJ•Y a � � o LJ.3 C C) —jig Q � e%ow z Z3 �� LJJ 3 z �2 > LLJ o € Vw a Q€ rz � F ypv p Y ��1 e LL I,b zee• Q � Ise Q ISSUED IREVISED DATE m"nu"a 011714 I cp m LmonP IAR GRADING & EROSION CONTROL PLAN C2.0 DESIGN REVIEW mg aN, M - WATER NOTES SANITARY NOTES �1 ALMG{ pgrrC 41p tlA mCA+ w MT=1E Q ICyfhE GVwO AYCSAIR IR TD S' P e.e4•c ITpTIwIY +✓3 DUTwc fMiC t+ Ct+tcaA1 rpppMlr AfU cAP KIA[ 1eEy� 1p T rD yr{.SR PYR Ha vwtr rO l r m SW WIF YM ML mV-'MR wlpl � >0 R NW tTEI t'tSe MW � OUC'Yl Mal O'/-!4 tw>Ot neW 14 R 01TGSA •� u as r I /.Zi STORM NOTES Qi ia..eer�}. y%fac'v.e r�sTa.l r.n pa3Mnpl f0 IefY1 faX•51w Steel mop t}A: 9C no p(rFn Rapt TD MSJXA:DtrE +Au Harm vYs'u71 a AAr MfSVMC16 Q RDIAtE O lb FDe" Ic' naTel CMMFFT . 1E1G G!M YASw. OD m%Am OCSmIO 11' nm UORw m olcmlc w =,IAI -nRACTM TD `ERFY MSMG smM mLGN IRE s AID Ie9M ReM TD lbtSMHLTl01. MO IM]llx OIpIm1 v ANY oIImEPAMLEi © RYDK i]tS1CG STOP 1D S' QnmE BLLIENO rooT T Aft) CM. UTILITY INFO m11=41E11 lao�{TY•fl�-- � .." � �12 A4 pF;][ 5lmW MU �fX1pITM]l Alf. c'CW CGPL'T'!`Y4. iPCIY M � 1YS /� fYAI Y a� LEGEND PROPS OEMTMIm 3 Ewa E cISIE E camEn EIECTCC lashm L wTuuL IIAc OAE —� J GIIM CAaI A11l LTIVAnGF fdiJl_lAR1 � v ` 3 I /MY ID400 �� L r MWIIT OLVAm E•IW.W W d iJ mEAx our •LT W/� FCE XTmtM1T A GlM IIAiM • o t2 r _ wm YETm C CAoI RL+T KIBI>a • I..e— wm V&%C • 3 W GENERAL NOTES 3 J In 1. NL mE 91ALL COWOM M W RFGMNOM W TIC IS y mTMI W Q Q THE IAClmW Plll)IRIG CME M INMIMM. BIRIDYIG omE " 111E NTETMAMUL w m rCE CDDE CrAM ALW LDMr0N1 lD TIC STA110AIU5 611E AW901CIIm L/7 I/U IG 11E RgECT CT W fl]FlGTple. LV LL f 7. RE fY M40 M MALL RAW A r 1 DF TXE OAMOIT AIM M . L OMMM M DDPRENTS MCIANDMG IDDETOA IN IK F'MM •R AT ALL W IA4M Z C 1 THE IFIITTtACfM m � to WCIMATM K MATE UMM SUM J m GAY TBZ M[ POWL CAMP 71WA M. ETC t:DIElC1 VAULT I -AVMs MTH E MEIR ♦. M WI1RA7 M1 91A111® TIE D-Im AIID Um6DICHm CMDRYm DF `i 6 G ,^ F UDMSIRUCBM FMMM M FAODTATE 9M 00 T AT)MS AT RTQIRED INTEDTV Lon 2Fl1DIM XDTTW IS Ktlul®. i T RAN m —E , MA,—AIAM n I)mi MDT 91D11 Evw —T. BOIL. n n,r m m AIXL4mtr RESEED m LDllS'eMCTM. 4 a y t (mm a15 91ML K MS .A m N 14HOWATM ATM I1FG ouPm YTflI, _ _ a KenM am MID seenM ]IE rar u1 IEmlen tAEAM Iurs Aa slow. a. IXSIwc WalnDly eAem M TmDmIMA.c MAMDNY Mo unlx sAnar RePnaE er eual, I)Im a MTOwq we DA1FD oOLBfA A. Lma t a I 6 TE WIIIIAcllrl SHALL VUiT MID NIECY Ut61Nc CMmllmli MDTIR Z GOmI DF VARATTmm M T. — wow M lIE RLIS P!♦ITe a a ! Weq.TM lC UESTMc URIT6 AM WGTIMS nt7E tE UIR M RL N { Mps "()W UM6 SNMl R M IT Er PO11M1Mc RCM TD C 1 M STMc11M M ORIaU WTStAIi IT 6 TE DATE M M 165PmmmUx L N SSIIEDUIE POMmIMG SUM THAT M S AI41L'TS AIE mCmMiEIED, EGEFlC4TIT I�'1 lti USS15 lD AEPAIE YL6® DETIMS Arta wW THE YmICNJ.11m6 Imo] YiNpND F 1HE A11650cnpl >•IIImIT UIPA.4TNc 1R RID.EGT Slum. r < 1 a TItTIY wAw rnvu x ro Et EP7<nTCC .I"' it is 16 91E IRCIDri HAS 11IM'1 mIM11C1D YAUSNC RAIIDMAL 1ETT1m wALrsi RR: I lalc a eAIl M YNt A i9RYUlA M1M N�0.011 M TIE (nNTR.W'IP1 DE91ES 1D 9185T1U1E TBCAL wII .1Y 11E A mnDE)fT N 11S 6 LMGAAllMS RL i NEREMIY. CpIIPACiM YAmI1Ma TAGr 1TIE Maim) r011 lIE IEM9Mi 1 11, vRDYDE m1AelAS r11ml IIAm 04-11 AMD oapl VKW vAMM AS -W— eT INE ,M WCMK 12 ItQ6lIL RAm let6 AND ACTT A lM RET4)I nE YAm t[ AHD TIE MIDM: 91ALL R wsrMlID n A umis>D PUAITEIt d.—MI M m A umrsm 1 RYRRID GDM�1.1I1v. V UIL"a Um ITE Mt IF A 51 O MALL K W91101M IF wR3111i AICRMt9 m MCpml UK m elm M ML tllmli IDllgl OF Im Im Ta pl.�s. r GCRe. R Ww PCFS PYLL R Y!q n x MpOw+R Uw tt AnFOAII n La MU TMMa !•. m nAA+u I+ivxtF + InAt gR-0Mx �A (M' I Ml9 w Dt,• AAvw.v - nTnxs a TnAVAInIr 11 wTETS AIO MTIEIS TD m-91E YAgIm15 SHALL "w ETl]fME G9mll 111AN li MID MD FAMIEA TMw .H' r TIE -A IL .' PUMDIIAIfD F ATIDM MAw MTM RT RplEC110M SDp1 RWNDE ISSUED I REVISED DATE eAmpEDM DENCES AT WIREMM M STmEI SYSTEM Ia. m TFM M IMAIE — C .T M IMTI O —Mr —THAT SAVES Ia1cRIG MI IC. NMIRACTM M MSTML A I�I1LtD FDE49ME BKwtw oENOE M IIL RIDECrs BYTE TIE "a. 'm IS EM YEDIC.IL MF0M SIAYI£ M R0D%3/11M1— HAaNOMS MLSIFY GWIRC SCAU UTILITY n UTILITY PLAN PLAN �At� T • >b I r +m l t Itl�R M1 C3.0 DESIGN REVIEW am STORMWATER PHASE NOTES 8TICEM MOTES � ': m w4m : i O . (,p. o �c... a a un c ox a xca 4ufm n.Fa NA mr mi rl¢ AAdx amw T.[ K1x O Kamm 1Cmd 359�eI YM. nul wuT u rx be Mw+.a 1(4q wl l 7u us[ or smw ofAmQ fW~rr.wX pgI N W[ r TWUx o ]O niq fM91. roiui wl' WC `ira Fle .`mG �T "ux ar rAti O WSra4 9M III✓ H ' - P ryls �I.IR flOilHC 51PM MC f% Z W IU Y[f]IY Ile. 4* o dqm to KAK M% WAUk iNi� 1WLT Ml f3Y�>,C �i YU iv1W vALI mum C �l Q Ids Le .TM "A LA Qe smwwa e�rlat M�'ia er�fs) GRAPHIC SCALE OVERALL 01ME STORAA 8Y8TBA 110e1f�r (srm) fra-eo n K".W d11 011711 Wulf in odeofI ON OVERALL SITE STORM SYSTEM C3.1 DESIGN REVIEW FRONT VIEW SIDE NEW sox o =vu — To kuue[ f a bu TOP VIEW I, awr emwM a TIM FMNO e• NN Hmcuu uTnr FIRM m¢ Yl� EOa;T3 ] srou 1 TO E�i6p i OI Aq ARAp, IML S� 6 9G£ 4 QBevn W�IeE fLL N ML MBAe Of nTa rMYc IBNIGI, 1 SEMENT FEMM Im TU SrNE CATCH WIN PLAN VIEW c 0 ,�- i NILS as Nie R BB►IR N ECM R eecT Bnx In Mc w NMr ,� wEr wa.n aN clBl s¢ CURB INLET GTCH BASIN DITCH INLET DB9OMC GI S� 11Ai 1eo-Rill!e�Ksc4[1}; pI. a �m TYAIL b1A� p BIo-FLIER BAG MET ■ANKRS rc ,u — e• BN. oErnl MCA � anawlc.c.°°ar"c.c. ^ aa� rur rPAMlQ1T NOTES: I.mIxIlIPle - eC LR4 BY V wL ♦'-e oxm II— ZUIEN NECMM % BIFFls WALL BE O.EAIIm NOON M ENMMM MTO 1MIO1 B►91No IS BEGIRD. IT 9 BE ODC q AN A eTMJ= NM— BIDE NIAT —.I— MI ANMOMA lG1ENT lBA➢ GI B! IM. 8 QgAVEL ootoTRI cnm Et-rm m .or ,o •r-hc •� 'M #PEEdp•Er OLWK �11 VERTICAL CONCRETE CURB - ro — .,.,_.-... arx 'lien[ r �rw r r4 ADA DETBCTASLE CUM RA1AP r r.a w �rr � rruega �-°r1°' r v r-a n raooa � mrerm spa � a4a[ � t sm rJl M ae sa � va roc urr Ena[ 0 1- VY 70 !. 1 I"=oft r IqwLoa y,5 1 + frK i NOf m u0.1ID a'�F'' un;m�rwaa �• n�c �nrt�n Ana roau��i ��um�0�owi�m�i w�� yr .ru1�¢� S i �AlIN 1 A PoNII01 "MUM OREIrRE "M 9WL IM.E A IN,M TNWFB 6 rOQ m a n YWEN gowwrTA JAR ee � U mm. R111t SIN Y of Ac ` �2v CONCRETE SDEWALK � V Earroe.. •-- . _. Y� plow rarnrw+rKwt ASPHALT SECTION r maw. w.4+ r eN.m sm.:.re \" �. mw�m zranc CONCRETE SECTIOII S P.C.CJASPHALT CONCRETE SEWN ao, wo Sew [m � hr�avr cane PoacRoaaq�r�i �ap�i - m mar. w r w, anmr. w �� w, .rriaura+ ■r ABC � N VO'rr fFr ,pl 6 NMIm fAr WI/IPII[I(i R Y SIC IIf1Y A Y IFC01YIO11Q6 a HANDICAP PAI IMQ STALL ,or ro•r ....z_ ._ J�� IjI 1 6 HANDICAP PAM M EM LEM AND WVM o.o.,n9xp� mn„ ,or m P.r • • . • oump AT (HUXED" M SITE DETAILS -- _ `C4.1 I DESIGN REVIEW �,� w Via: artai a"�iurt nc o[mr ora x �.o.�. Luc r s K. ovoK xma a ss . rm a ns iKnr rx awe�rra nK .a¢ I FE: —h- & 7Yd eG '�•a` rcx wsv. � � 1�rs V 1 ®a d .nu' [w[Ra SI11R 96af� ! I�iR! R11 �QH TRENCH BACKFI L DETAIL r4-1 FOUMATION [RAN cis � ro %U aa� art !R !II M[li naaA¢ Wa � �1a1� onirw � a.a we n VC. C 41� m ✓� W�[. Ir >wl 10 K, 1�n. IB GL AE lI1DK 1�' WAM N�FI1. Z CATCH B&MM SECTION .o. 11 — NnnKac sv� av r� Ellin —im 9 TYPICAL CLEAMCKM SECTION nor w wu e$ W a GC � 4e- W z_ J N Q Q C m N � W € JD M11 I;1 =_ 5 E3 i� ISSUED/DEVISED DATE MWA4U W 91.1711 "oil 1R7 tKtoDT Ue UTILiY DETAILS C4.2 DESIGN REVIEW ULTA - Federal Way Appendix B — Design Calculations and Supporting Information SECTION 3.2 RUNOFF COMPUTATION AND ANALYSIS METHODS FIGURE 3.2.1.0 25-YEAR 24-HOUR ISOPLUVIALS I tp—V,CN CO U_NTY ia KING COUNTY 1� In q f 2 ` 1 i l ry T. o ( 03* �0 �� m' N A.h w �• PifiRCE COU1J. WESTERN;_. KING COUNTY 25-Year 24-Hour Precipitation Miles in Inches Nj• �, 1 Ss 'So 4.5 1 /9/2009 2009 Surface Water Design Manual 3-16 SECTION 3.2 RUNOFF COMPUTATION AND ANALYSIS METHODS FIGURE 3.2.1.A 2-YEAR 24-HOUR ISOPLUVIALS i t1 r6 m r•� r9 2.0 7 22. - . it `� - 14 i � L 4yy , .. ti KIM gO111ery olenee`=Gurrry CV WESTERN`, KING COUNTY 2-Year 24-Hour Precipitation in Inches DMiles S`N •]/10 /AISN COOrI T} 1 KING COUNTY 3.5 1/9/2009 2009 Surface Water Design Manual 3-14 4-1 7-1 kkk ' .�� Oil �� i s'• NAM _ . YEW, QII 320111 SF- MAP LEGEND Area of Interest (AOI) —_ Area of Interest (AOI) Salle >_ Soil Map Unit Polygons hw/ Soil Map Unit Lines '; Soil Map Unit Points Sloadal Poll FmMns . ::7 Blowout Borrow Pit Clay Spot Closed Depression X Gravel Pit Gravelly Spot 0 Landfill A. Lava Flow 41¢ Marsh or swamp Mine or Quarry ® MiscellanP.ous Water Perennial Water ,W Rock Outcrop + Saline Spot y Sandy Spot 4p, Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Soil Map —King County Area, Washington (ULTA Federal Way) N Spoil Area 10 Stony Spot Very Stony Spot Wet Spot y Other Special Line Features Water Features ,. Streams and Canals Transportation P_" Rails ns/ Interstate Highways A.0 US Routes Major Roads Local Roads Background . Aerial Photography MAP INFORMATION The soil surveys that comprise your A01 were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: hftp:/twebsoilsurvey.nres.usda.gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used If more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Sal Survey Area: King County Area, Washington Survey Area Data: Version 7, Jul 2, 2012 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jul 9, 2010—Aug 20, 2011 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. ;sf , Natural Resources Web Soil Survey 111412014 lWillill Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map —King County Area, Washington ULTA Federal Way Map Unit Legend King County Area, Washington (WAS33) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI AmB Arents, Alderwood material, 0 to 6 percent slopes AmC Arents, Alderwood material, 6 to 15 percent slopes EvC Everett gravelly sandy loam, 5 to 15 percent slopes EwC Everett-Alderwood gravelly sandy loams, 6 to 15 percent slopes 32.0 64.2% 13.1 26.2% 1.1 2.2% 2.6 5.3% No Norma sandy loam 1.0 2.1 % Totals for Area of Interest 49.9 100.0% USDA Natural Resources Web Soil Survey 1/14/2014 �r Conservation Service National Cooperative Soil Survey Page 3 of 3 Map Unit Description: Arents, Alderwood material, 0 to 6 percent slopes ---King County Area, Washington ULTA Federal Way USDA King County Area, Washington AmB—Arents, Alderwood material, 0 to 6 percent slopes Map Unit Setting Mean annual precipitation: 35 to 60 inches Mean annual air temperature: 50 degrees F Frost -free period: 150 to 200 days Map Unit Composition Arents, alderwood material, and similar soils: 100 percent Description of Arents, Alderwood Material Setting Landform: Till plains Parent material. Basal till Properties and qualities Slope: 0 to 6 percent Depth to restrictive feature: 20 to 40 inches to densic material Drainage class: Moderately well drained Capacity of the most limiting layer to transmit water (Ksat): Very low to moderately low (0.00 to 0.06 in/hr) Depth to water table: About 16 to 36 inches Frequency of flooding: None Frequency of ponding: None Available water capacity. Very low (about 2.3 inches) Interpretive groups Farmland classification: Not prime farmland Land capability (nonirrigated): 4s Hydrologic Soil Group: B/D Typical profile 0 to 26 inches: Gravelly sandy loam 26 to 60 inches: Very gravelly sandy loam Data Source Information Soil Survey Area: King County Area, Washington Survey Area Data: Version 7, Jul 2, 2012 Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1 /14/2014 Page 1 of 1 Map Unit Description: Arents, Alderwood material, 6 to 15 percent slopes ---King County Area, Washington ULTA Federal Way King County Area, Washington AmC—Arents, Alderwood material, 6 to 15 percent slopes Map Unit Setting Mean annual precipitation: 35 to 60 inches Mean annual air temperature: 50 degrees F Frost -free period: 150 to 200 days Map Unit Composition Arents, alderwood material, and similar soils: 100 percent Description of Arents, Alderwood Material Setting Landform: Till plains Parent material: Basal till Properties and qualities Slope: 6 to 15 percent Depth to restrictive feature: 20 to 40 inches to densic material Drainage class: Moderately well drained Capacity of the most limiting layer to transmit water (Ksat): Very low to moderately low (0.00 to 0.06 in/hr) Depth to water table: About 16 to 36 inches Frequency of flooding: None Frequency of ponding: None Available water capacity: Very low (about 2.3 inches) Interpretive groups Farmland classification: Not prime farmland Land capability (nonirrigated): 4s Hydrologic Soil Group: B/D Typical profile 0 to 26 inches: Gravelly sandy loam 26 to 60 inches: Very gravelly sandy loam Data Source Information Soil Survey Area: King County Area, Washington Survey Area Data: Version 7, Jul 2, 2012 t1Sf)_A Natural Resources Web Soil Survey 1/14/2014 Conservation Service National Cooperative Soil Survey Page 1 of 1 ULTA - Federal Way Appendix C — Operations and Maintenance Manna[ rr ■ STORMWATER SOLUTiONSINC. StormGate° Technical design Manual StormGate Contents Designingthe StormGate...............................................................................................................237 Determining the need for a high flow bypass..........................................................................237 Determining system orientation and weir location.................................................................238 ReviewingYour Design................................................................................................................... 239 Constructingyour StormGate........................................................................................................ 239 Operating and maintaining your StormGate................................................................................. 239 236 ©2006 CONTECH Stormwater Solutions Designing the StormGate The StormGate is a high flow bypass used to address high-energy flows, in excess of design flows, that may occur. High flows can reduce the effectiveness of water quality facilities by re -suspending sediments and flushing captured floatables, causing a concentrated pulse of pollutants to be sent to downstream waterways. To minimize the occurrence of pulsing, a high flow bypass can be installed upstream of water quality or pretreatment facilities to direct the high flow away from the treatment system. The StormGate uses a field -adjustable weir and an orifice in combination to direct polluted low flows to stormwater quality facilities, while allowing extreme flows to bypass the facilities. This use of a field -adjustable weir and orifice in combination allows the StormGate to offer tighter control over system hydraulics than other high flow bypass methods. The field -adjustable weir also allows for changes to be made to the weir elevation once actual field elevations are established or if future design flows change. Determining the need for a high flow bypass A high flow bypass is needed when the peak conveyance flow for your site exceeds the treatment capacity or inline bypass capacity of your stormwater quality facility. You may have already discovered a need for a high flow bypass during the design of your stormwater treatment system. However, if you aren't sure if a high flow bypass is required, contact the CONTECH Stormwater Solutions Engineering Department and they will help you to determine if a high flow bypass is needed for your system. The Engineering Department will need to know the peak conveyance flow and water quality flow for your site. You should have already calculated these flows when you sized your stormwater treatment facility. If you haven't determined the peak conveyance flow and water quality flow for your site: Calculate the water quality flow (Qtreat) and peak conveyance flow (QPeak) using the approved hydrologic models established by your local agency. If your agency specifies a water quality volume rather than a peak flow, water quality volume requirements can be translated into a flow rate. If there are no agency guidelines, we recommend using the Santa Barbara Urban Hydrograph method. If you have or are installing a StormFilter system, the StormFilter may be used online if the peak conveyance flow does not exceed the internal bypass capability. A high flow bypass is recommended for use in conjunction with the StormFilter when: ■ The flow through a Precast StormFilter exceeds 1.8 cfs The flow through a Linear StormFilter exceeds 1.0 cfs • The flow through a Manhole StormFilter exceeds 1.0 cfs • The StormFilter is a Precast Panel, Precast Box Culvert, or Cast -In -Place system Note: Since flow discharges directly to the Catch Basin StormFilter, an upstream high flow bypass cannot be used. However, the CatchBasin StormFilter does have an internal bypass capacity of 1 cfs for standard units and 1.8 cfs for deep units. The use of a high flow bypass is also recommended when pretreatment is needed. Configurations The StormGate is provided as a complete manhole or vault unit and is used in conjunction with other stormwater quality facilities such as the StormFilter, StormScreen, swales, oil/water separators, ponds, and settling manholes. ©2006 CONTECH Stormwater Solutions 237 Designing StormGate An additional advantage of using the StormGate high flow bypass in conjunction with these stormwater quality facilities is that the water quality device is offline, which allows for the bypassing of all flows in the event of facility maintenance or spill containment. Determining system orientation and weir location The CONTECH Stormwater Solutions Engineering Department offers technical assistance at no additional cost and can help you determine the required system orientation and weir location. To determine the orientation of the StormGate and the proper placement of the weir and inlet and outflow pipes: 1. Set the low flow pipe diameter and invert elevation so that the pipe flows full from the StormGate to the treatment system during the design storm. If the pipe is not set to flow full during the design storm, excessive flow could be directed to the treatment system during peak storm events. This will reduce the treatment system's effectiveness and negate the purpose of the StormGate. Rather than setting the pipe to flow full, an orifice plate may be used to restrict the flow to the treatment system; however, setting the pipe so that it flows full during the design storm simplifies the system and system installation. CONTECH Stormwater Solutions can assist you with determining the pipe diameter and invert elevation_ Contact our Engineering Department for assistance. 2. Using the pipe diameter and invert elevation that you determined in Step 1, determine the hydraulic grade line in the StormGate when the design storm flow Areat) is being directed to the treatment system. Note: You may need to consider backwater effects on the system. 3. Specify the location of the weir in the StormGate manhole so that the weir is at the same elevation as the hydraulic grade line at Qtreat- 4. Calculate the hydraulic grade line in the StormGate at the peak hydraulic flow. (For example, the flow resulting from the 10-year storm event.) Verify that the peak hydraulic grade line does not cause operational problems in the collection system upstream of the StormGate. 5. Determine the size of the manhole or vault required to accommodate all flow lines entering and exiting the structure. If the StormGate is used in a manhole rather than a vault, the StormGate weir should be placed in the center of the manhole for ease of construction. In certain cases, it is possible to offset the weir in the manhole. Please contact CONTECH Stormwater Solutions to determine the most practical and economical configuration for your StormGate. If you have any questions or if you need assistance with designing the StormGate, contact the CONTECH Stormwater Solutions Engineering Department (see Offices on page iii). 238 02006 CONTECH Stormwater Solutions Reviewing Your Design CONTECH Stormwater Solutions will review your design at no cost. We will respond with comments or notify you that the design is in accordance with our recommendations. To have us review your design, fax your site plan, with completed StormGate data block, to CONTECH Stormwater Solutions. Constructing your StormGate For information on bidding and constructing the StormGate, including installation instructions for the weir wall and instructions for adjusting the field -adjustable weir, contact the Engineering Department. 0162 Operating and maintaining your StormGate CONTECH Stormwater Solutions provides detailed operation and maintenance guidelines with each system and offers a complete range of maintenance services. Navigate to Resources 4 Maintenance on the CONTECH Stormwater Solutions web site to view the a operation and maintenance guidelines for your CONTECH Stormwater Solutions system or for more information on operation and maintenance services. Finding technical memoranda related to the StormGate For more detailed documentation for the StormGate, navigate to Products 4 StormGate on the CONTECH Stormwater Solutions web site. ©2006 CONTECH Stormwater Solutions 239 StormGateTM Specifications PART 1 GENERAL 1.1 SECTION INCLUDES A. Precast StormGate" `" 1.2 RELATED SECTIONS A. Section [ ]: 1.3 SUBMITTALS A. CONTECH Stormwater Solutions Inc or authorized precast supplier to submit shop drawing to contractor for engineer's approval. B. CONTECH Stormwater Solutions Inc to submit Operation and Maintenance Manual to contractor upon request. PART 2 PRODUCTS 2.1 INTERNAL COMPONENTS A. All internal components are provided by CONTECH Stormwater Solutions Inc; 12021-B NE Airport Way, Portland, OR 97220 B. The StormGate m weir: Shall be constructed of ASTM B209 6061 Aluminum sheet and coated with a two part powder coating. 2.2 PRECAST CONCRETE COMPONENTS A. Precast Concrete: Shall be provided according to ASTM C478. B. Joint Sealant: Shall be Conseal CS-101 or Engineer approved. C. Steps: Shall be steel reinforced polypropylene steps, if required. 2.3 CONTRACTOR PROVIDED COMPONENTS A. Sub -base: Shall be six (6) inch minimum of 3/4 inch minus rock, 95% ©2006 CONTECH Stormwater Solutions Inc updated 04-06 compaction. Compact undisturbed sub -grade materials to 95% of maximum density at +/- 2% of optimum moisture. Unsuitable material below sub -grade shall be replaced to site engineer' approval. B. Concrete (for concrete not covered by pre -cast specification above): Shall be 3000 psi, 28 day strength, 3/4 inch round rock, 4 inch slump maximum, placed within 90 minutes of initial mixing. C. Grout: Shall be non -shrink grout meeting the requirements of Corps of Engineers CRD-0588. Specimens molded, cured and tested in accordance with ASTM C-109 shall have minimum compressive strength of 6,200 psi. Grout shall not exhibit visible bleeding. D. Backfill: Shall be 3/4 inch minus rock (95% compaction), or as otherwise specified in the projects general technical specifications. E. Silicone Sealant: Shall be pure RTV silicone conforming to Federal Specification Number TT S001543A or TT S00230C or Engineer approved. PART 3 EXECUTION 3.1 PRECAST CONCRETE VAULT A. Contractor to grout all inlet and outlet pipes flush with interior wall. Contractor to grout interior walls. B. Sanded PVC fittings shall be used on all PVC inlet and outlet pipes. 3.2 WEIRS: At project completion, weirs shall be set to specified elevation, leave and sealed at all joints with silicone sealant. Sealant shall be worked into joints from both sides. 3.3 PVC PIPING: Shall be joined in accordance with ASTM D2564. 3.4 CLEANUP: Remove all excess materials, rocks, roots, or foreign material, leaving the site in a clean, complete condition approved by the Engineer. All PVC and fiberglass filter components shall be free of any foreign materials including concrete and excess sealant. END OF SECTION ©2006 CONTECH Stormwater Solutions Inc updated 04-06 �r�� r ■ >•■� r� StormVaultTM STORMWATER Inspection and Maintenance S�LUTIONS�. The StormVault system is designed to capture and hold floatable debris, free oils and greases, settleable sediments and those dissolved pollutants including metals, nitrates and phosphates, which may adsorb or adhere to the surface of sediments and organic debris in stormwater. In order to insure efficient operation and achieve the desired pollutant removal rates, several important inspection and maintenance functions must periodically be performed. The inspection and maintenance are both to be performed during dry periods, in which no flow is entering the StormVault system and water has returned to the permanent pool elevation. These procedures are described more fully below. Inspection The StormVault is to be inspected bi-annually to ensure the system is in proper working order. The twice - yearly observation should require less than four person -hours per visit, but depends upon the size of the StormVault system. The inspection includes opening each manhole cover and visually inspecting for excess floating debris. The effluent chamber is to be inspected to verify that the control orifice within the standpipe is free of any trash or debris. In addition to the visual inspection, the first several chambers should be probed to gain an estimate of the collected sediment in the bottom of the vault. It is important to record the depths in these chambers to estimate when the next required maintenance should be performed. The removal of collected sediments is to be performed once the average depth in the vault reaches 6 inches. The hydrocarbon mats, which float on the surface of the StormVault system, are designed to remove free oils and greases from stormwater runoff. One is placed in every third chamber, and the mats are attached to the manhole accesses using a lanyard. These mats must also be inspected as part of the bi-annual cycle. These mats will be a granular solid white when initially installed and will turn darker as they absorb free oils and greases. The mats should be inspected twice yearly to ensure that some white granular portions of the mat remain. The mats may collect some surface sediment; however, only when they change to a solid dark color uniformly throughout the granular medium do they need to be replaced. Maintenance The removal of collected sediments is to be performed once an average depth of 6 inches has been reached in the vault. The hydrocarbon sorbent mats are to be replaced once the mats turn completely dark in color and can no longer absorb any free oils and greases. The maintenance cycle for each StormVault unit will vary as it is a function of the size, type, and volume of pollutants in the stormwater runoff for that particular site. Previous monitoring and investigation of existing StormVault units has resulted in a recommended maintenance cycle of 4-5 years for both removal of sediment and replacement of hydrocarbon sorbent mats. A site -specific maintenance cycle can easily be determined by the bi-annual inspections. Removal of accumulated materials: It is recommended that a professional pumping contractor, trained and licensed to remove and dispose of captured sediment material, perform this task. The contractor will lower a nozzle and hose into each chamber and pump the collected material into a vacuum truck. The contractor is to remove only the 6 inches of sediment and not the water in the permanent pool during vacuuming. This will minimize the amount of material, which the contractor must dispose. ©2006 CONTECH Stormwater Solutions Be aware that the captured sediments are by their nature easy to resuspend. Great care shall be taken to prevent any turbulence that may cause mixing and resuspension of the settled materials. The contractor must verify proper disposal with the local jurisdiction. An analysis of the materials may be required before disposal. Because of dilution by the water in the permanent pool, harmful pollutant concentrations are rarely reached. Replacement of hydrocarbon sorbent mats: To remove the mats, locate the lanyard attached to the inside of the access cover and pull them out. Care should be taken in lifting the mats out through the manholes, as the saturated mats can weigh up to five times as much as new mats. The used mats should be disposed of as directed by the local authority. Generally this is in a similar manner used to dispose of drain oil or similar materials. Replace the mats in like fashion by clipping the new mats to the keeper lines. New mats can be obtained by contacting the CONTECH Stormwater Solutions office nearest you. NOTE: The StormVault by CONTECH Stormwater Solutions is a confined space and entry is not recommended. Enter only when necessary and with the proper equipment, following OSHA confined space entry procedures. ©2006 CONTECH Stormwater Solutions 2 w�0f&LlVlE %Ll i FEE CONSTRUCTION PRODUCTS INC. StormFilter Inspection and Maintenance Procedures The Sturrnwater Ivlanayern r StormFilter° Maintenance Guidelines The primary purpose of the Stormwater Management StormFilter is to filter out and prevent pollutants from entering our waterways. Like any effective filtration system, periodically these pollutants must be removed to restore the StormFilter to its full efficiency and effectiveness. Maintenance requirements and frequency are dependent on the pollutant load characteristics of each site. Maintenance activities may be required in the event of a chemical spill or due to excessive sediment loading from site erosion or extreme storms. It is a good practice to inspect the system after major storm events. Maintenance Procedures Although there are likely many effective maintenance options, we believe the following procedure is efficient and can be implemented using common equipment and existing maintenance protocols. A two step procedure is recommended as follows: 1. Inspection Inspection of the vault interior to determine the need for maintenance. 2. Maintenance Cartridge replacement Sediment removal Inspection and Maintenance Timing At least one scheduled inspection should take place per year with maintenance following as warranted. First, an inspection should be done before the winter season. During the inspection the need for maintenance should be determined and, if disposal during maintenance will be required, samples of the accumulated sediments and media should be obtained. Second, if warranted, a maintenance (replacement of the filter cartridges and removal of accumulated sediments) should be performed during periods of dry weather. In addition to these two activities, it is important to check the condition of the StormFilter unit after major storms for potential damage caused by high flows and for high sediment accumulation that may be caused by localized erosion in the drainage area. It may be necessary to adjust the inspection/ maintenance schedule depending on the actual operating conditions encountered by the system. In general, inspection activities can be conducted at any time, and maintenance should occur, if warranted, in late summer to early fall when flows into the system are not likely to be present. Maintenance Frequency The primary factor controlling timing of maintenance of the StormFilter is sediment loading. A properly functioning system will remove solids from water by trapping particulates in the porous structure of the filter media inside the cartridges. The flow through the system will naturally decrease as more and more particulates are trapped. Eventually the flow through the cartridges will be low enough to require replacement. It may be possible to extend the usable span of the cartridges by removing sediment from upstream trapping devices on a routine as -needed basis in order to prevent material from being re -suspended and discharged to the StormFilter treatment system. Site conditions greatly influence maintenance requirements. StormFilter units located in areas with erosion or active construction may need to be inspected and maintained more often than those with fully stabilized surface conditions. The maintenance frequency may be adjusted as additional monitoring information becomes available during the inspection program. Areas that develop known problems should be inspected more frequently than areas that demonstrate no problems, particularly after major storms. Ultimately, inspection and maintenance activities should be scheduled based on the historic records and characteristics of an individual StormFilter system or site. It is recommended that the site owner develop a database to properly manage StormFilter inspection and maintenance programs. Prior to the development of the maintenance database, the following maintenance frequencies should be followed: Inspection One time per year After major storms Maintenance As needed, based on results of inspection (The average maintenance lifecycle is approximately 1-3 years) Per Regulatory requirement In the event of a chemical spill Frequencies should be updated as required. The recommended initial frequency for inspection is one time per year. StormFilter units should be inspected after major storms. 7. Remove safety equipment. Sediment removal and cartridge replacement on an as needed basis is recommended unless site conditions warrant. Once an understanding of site characteristics has been established, maintenance may not be needed for one to three years, but inspection is warranted and recommended annually. Inspection Procedures The primary goal of an inspection is to assess the condition of the cartridges relative to the level of visual sediment loading as it relates to decreased treatment capacity. It may be desirable to conduct this inspection during a storm to observe the relative flow through the filter cartridges. If the submerged cartridges are severely plugged, then typically large amounts of sediments will be present and very little flow will be discharged from the drainage pipes. If this is the case, then maintenance is warranted and the cartridges need to be replaced. Warning: In the case of a spill, the worker should abort inspection activities until the proper guidance is obtained.. Notify the local hazard control agency and CONTECH Construction Products immediately. To conduct an inspection: Important: Inspection should be performed by a person who is familiar with the operation and configuration of the StormFlter treatment unit. 1. If applicable, set up safety equipment to protect and notify surrounding vehicle and pedestrian traffic. 2. Visually inspect the external condition of the unit and take notes concerning defects/problems. 3. Open the access portals to the vault and allow the system vent. 4. Without entering the vault, visually inspect the inside of the unit, and note accumulations of liquids and solids. 5. Be sure to record the level of sediment build -.up on the floor of the vault, in the forebay, and on top of the cartridges. If flow is occurring, note the flow of water per drainage pipe. Record all observations. Digital pictures are valuable for historical documentation. 6. Close and fasten the access portals. 8. If appropriate, make notes about the local drainage area relative to ongoing construction, erosion problems, or high loading of other materials to the system. 9. Discuss conditions that suggest maintenance and make decision as to weather or not maintenance is needed. Maintenance Decision Tree The need for maintenance is typically based on results of the inspection. The following Maintenance Decision Tree should be used as a general guide. (Other factors, such as Regulatory Requirements, may need to be considered) 1. Sediment loading on the vault floor. a. If >4" of accumulated sediment, maintenance is required. 2. Sediment loading on top of the cartridge. a. If > 1/4" of accumulation, maintenance is required. 3. Submerged cartridges. a. If >4" of static water in the cartridge bay for more that 24 hours after end of rain event, maintenance is required. 4. Plugged media. a. If pore space between media granules is absent, maintenance is required. 5. Bypass condition. a. If inspection is conducted during an average rain fall event and StormFilter remains in bypass condition (water over the internal outlet baffle wall or submerged cartridges), maintenance is required. 6. Hazardous material release. a. If hazardous material release (automotive fluids or other) is reported, maintenance is required. 7. Pronounced scum line. a. If pronounced scum line (say > 1/4" thick) is present above top cap, maintenance is required. 8. Calendar Lifecycle a. If system has not been maintained for 3 years maintenance is required. Assumptions • No rainfall for 24 hours or more • No upstream detention (at least not draining into StormFilter) • Structure is online • Outlet pipe is clear of obstruction • Construction bypass is plugged Maintenance Depending on the configuration of the particular system, maintenance personnel will be required to enter the vault to perform the maintenance. Important: If vault entry is required, OSHA rules for confined space entry must be followed. Filter cartridge replacement should occur during dry weather. It may be necessary to plug the filter inlet pipe if base flows is occurring. Replacement cartridges can be delivered to the site or customers facility. Information concerning how to obtain the replacement cartridges is available from CONTECH Construction Products. Warning: In the case of a spill, the maintenance personnel should abort maintenance activities until the proper guidance is obtained. Notify the local hazard control agency and CONTECH Construction Products immediately. To conduct cartridge replacement and sediment removal maintenance: 1. If applicable, set up safety equipment to protect maintenance personnel and pedestrians from site hazards. 2. Visually inspect the external condition of the unit and take notes concerning defects/problems. 3. Open the doors (access portals) to the vault and allow the system to vent. 4. Without entering the vault, give the inside of the unit, including components, a general condition inspection. 5. Make notes about the external and internal condition of the vault. Give particular attention to recording the level of sediment build-up on the floor of the vault, in the forebay, and on top of the internal components. 6. Using appropriate equipment offload the replacement cartridges (up to 150 lbs. each) and set aside. 7. Remove used cartridges from the vault using one of the following methods: Method 1: A. This activity will require that maintenance personnel enter the vault to remove the cartridges from the under drain manifold and place them under the vault opening for lifting (removal). Unscrew (counterclockwise rotations) each filter cartridge from the underdrain connector. Roll the loose cartridge, on edge, to a convenient spot beneath the vault access. Using appropriate hoisting equipment, attach a cable from the boom, crane, or tripod to the loose cartridge. Contact CONTECH Construction Products for suggested attachment devices. Important: Note that cartridges containing leaf media (CSF) do not require unscrewing from their connectors. Take care not to damage the manifold connectors. This connector should remain installed in the manifold and could be capped during the maintenance activity to prevent sediments from entering the underdrain manifold. B. Remove the used cartridges (up to 250 lbs. each) from the vault. Important: Care must be used to avoid damaging the cartridges during removal and installation. The cost of repairing components damaged during maintenance will be the responsibility of the owner unless CONTECH Construction Products performs the maintenance activities and damage is not related to discharges to the system. C. Set the used cartridge aside or load onto the hauling truck. D. Continue steps a through c until all cartridges have been removed. Method 2: A. Enter the vault using appropriate confined space protocols. B. Unscrew the cartridge cap. C. Remove the cartridge hood screws (3) hood and float. D. At location under structure access, tip the cartridge on its side. Important: Note that cartridges containing media other than the leaf media require unscrewing from their threaded connectors. Take care not to damage the manifold connectors. This connector should remain installed in the manifold and capped if necessary. D. Empty the cartridge onto the vault floor. Reassemble the empty cartridge. E. Set the empty, used cartridge aside or load onto the hauling truck. F. Continue steps a through e until all cartridges have been removed. 8. Remove accumulated sediment from the floor of the vault and from the forebay. This can most effectively be accomplished by use of a vacuum truck. 9. Once the sediments are removed, assess the condition of the vault and the condition of the connectors. The connectors are short sections of 2-inch schedule 40 PVC, or threaded schedule 80 PVC that should protrude about 1 " above the floor of the vault. Lightly wash down the vault interior. a. Replace any damaged connectors. 10. Using the vacuum truck boom, crane, or tripod, lower and install the new cartridges. Once again, take care not to damage connections. 1 1. Close and fasten the door. 12. Remove safety equipment. 13. Finally, dispose of the accumulated materials in accordance with applicable regulations. Make arrangements to return the used empty cartridges to CONTECH Construction Products. Related Maintenance Activities - Performed on an as -needed basis StormFilter units are often just one of many structures in a more comprehensive stormwater drainage and treatment system. In order for maintenance of the StormFilter to be successful, it is imperative that all other components be properly maintained The maintenance/repair of upstream facilities should be carried out prior to StormFilter maintenance activities. In addition to considering upstream facilities, it is also important to correct any problems identified in the drainage area. Drainage area concerns may include: erosion problems, heavy oil loading, and discharges of inappropriate materials. 40 RECYCLED PAPER Material Disposal The accumulated sediment found in stormwater treatment and conveyance systems must be handled and disposed of in accordance with regulatory protocols. It is possible for sediments to contain measurable concentrations of heavy metals and organic chemicals (such as pesticides and petroleum products). Areas with the greatest potential for high pollutant loading include industrial areas and heavily traveled roads. Sediments and water must be disposed of in accordance with all applicable waste disposal regulations. When scheduling maintenance, consideration must be made for the disposal of solid and liquid wastes. This typically requires coordination with a local landfill for solid waste disposal. For liquid waste disposal a number of options are available including a municipal vacuum truck decant facility, local waste water treatment plant or on -site treatment and discharge. �_M ►_ ; oaNaTkHCn WI F0.00UC[i IMC. 800.338.1122 www.contech-cpi.com Support • Drawings and specifications are available at contechstormwater.com. Site -specific design support is available from our engineers. ©2009 CONTECH Construction Products Inc. CONTECH Construction Products Inc. provides site solutions for the civil engineering industry. CONTECH's portfolio includes bridges, drainage, sanitary sewer, stormwater and earth stabilization products. For information on other CONTECH division offerings, visit contech-cpi.com or call 800.338.1122 Nothing in this catalog should be construed as an expressed warranty or an implied warranty of merchantability or fitness for any particular purpose. See the CONTECH standard quotation or acknowledgement for applicable warranties and other terms and conditions of sale. The product(s) described may be protected by one or more of the following US patents: 5,322,629; 5,624,576; 5,707,527; 5,759,415; 5,788,849; 5,985,157; 6,027,639; 6,350,374; 6,406,218; 6,641,720:6,511,595; 6,649,048; 6,991,114:6,998,038; 7,186,058: related foreign patents or other patents pending. Date: Personnel: Location: System Size: System Type: Vault ❑ Cast -In -Place ❑ Linear Catch Basin ❑ Manhole ❑ Other ❑ Date: Sediment Thickness in Forebay: Sediment Depth on Vault Floor: Ctn irti irn1 rlarnano- Estimated Flow from Drainage Pipes (if available): Cartridges Submerged: Yes ❑ No ❑ Depth of Standing Water: StormFilter Maintenance Activities -(check off if done and give description) ❑ Trash and Debris Removal: ❑ Minor Structural Repairs: I n r)r ;n=no Aron Ronnrt Excessive Oil Loading: Yes ❑ No ❑ Source: Sediment Accumulation on Pavement: Yes ❑ No ❑ Source: Erosion of Landscaped Areas: Yes ❑ No ❑ Source: Items Needing Further Work: Owners should contact the local public works department and inquire about how the department disposes of their street waste residuals. Other Comments: Review the condition reports from the previous inspection visits. StormFilter Maintenance Report1 1 Date: Personnel: Location: System Size: System Type: Vault ❑ Cast -In -Place ❑ Linear Catch Basin ❑ Manhole ❑ Other ❑ List Safety Procedures and Equipment Used: System Observations I� 1 Months in Service: Oil in Forebay: Yes ❑ No ❑ Sediment Depth in Forebay: Sediment Depth on Vault Floor: 1 Structural Damage: Drainage Area Report Excessive Oil Loading: Yes ❑ No ❑ Source: Sediment Accumulation on Pavement: Yes n No ❑ source: Erosion of Landscaped Areas: Yes ❑ No ❑ Source: StormFilter Cartridge Replacement Maintenance Activities Remove Trash and Debris: Yes ❑ No _ Details: Replace Cartridges: Yes ❑ No ❑ Details: Sediment Removed: Yes ❑ No ❑ Details: i Quantity of Sediment Removed (estimate?): Minor Structural Repairs: Yes ❑ No ❑ Details: Residuals (debris, sediment) Disposal Methods: Notes: ULTA - Federal Way Appendix D — Source Control Information Activity Sheet Number _ Use this worksheet to identify the activities that you conduct. Interpret the categories broadly. Numbers A-1 - A-45 correspond to sheets located in Chapter 3. Do you conduct this activity? If so, where? TYPE OF ACTIVITY A-1 Required BMPs for All Commercial Properties INDOORS OUTDOORS A-2 Storage of Liquid Materials in Stationary Tanks A-3 Storage of Any Liquid Materials in Portable Containers A-4 Storage of Soil, Sand, and Other Erodible Materials A-5 Storage of Pesticides and Fertilizers A-6 Storage and Treatment of Contaminated Soils A-7 Storage and Processing of Food Items A-8 Storage of Solid Wastes and Food Wastes (Including Cooking Grease) A-9 Storage of Scrap and Recycling Materials (Including Auto Recycling Facilities) A-10 Treatment, Storage, or Disposal of Dangerous Wastes A-11 Cleaning or Washing of Tools and Equipment A-12 Cleaning or Washing of Cooking Equipment A-13 Vehicle Washing and Steam Cleaning A-14 Interior Washing Operations (Including Mobile Contractors) A-15 Pressure Washing of Buildings, Rooftops, and Other Large Objects A-16 Truck or Rail Loading and Unloading of Liquid Materials A-17 Fueling Operations A-18 Engine Repair and Maintenance A-19 Concrete and Asphalt Production at Stationary Sites A-20 I Concrete and Asphalt at Temporary Sites A-21 __71 Manufacturing and Post -Processing of Metal Products January 2009 King County Stormwater Pollution Prevention Manual Activity Sheet Number Use this worksheet to identify the activities that you conduct. Interpret the categories broadly. Numbers A-1 — A-45 correspond to sheets located in Chapter 3. Do you conduct this activity? If so, where? TYPE OF ACTIVITY INDOORS OUTDOORS A-22 Painting, Finishing, and Coating of Vehicles, Products, and Equipment A-23 Wood Treatment and Preserving A-24 Commercial Composting A-25 Chemical Applications -Other than for Landscaping A-26 Landscaping Activities A-27 Clearing, Grading, and Preparation of Land for Small Construction Projects A-28 Demolition of Buildings A-29 Building Repair, Remodeling, and Construction A-30 Boat Building, Maintenance, and Repair A-31 Vehicle and Equipment Parking and Storage A-32 Sidewalk Maintenance A-33 Swimming Pool and Spa Cleaning and Maintenance A-34 Keeping Animals in Controlled Areas A-35 I Keeping Livestock in Stables, Pens, Pastures or Fields I A-36 Logging and Log Yards A-37 Mining and Quarrying of Sand, Gravel, and Other Materials I A-38 Well, Directional and Geotechnical Drilling f A-39 ` Roof Vents and Fugitive Emissions (Including Dust) A-40 Street Deicing Operations A-41 Wheel Wash and Tire Bath Operations A-42 Potable Water Line Flushing or Tank Maintenance A-43 Use of Soil Amendments on Construction Sites A-44 Dust Control and Soil Erosion and Sediment Control for Manufacturing and Other Commercial Operations A-45 Maintenance of Public and Private Utility Corridors and Facilities King County Stormwater Pollution Prevention Manual January 2009 Required BMPs for All Commercial Properties The following BMPs are required if you own or occupy commercial, industrial, agricultural, public, or multifamily residential property in unincorporated King County. Clean Your Storm Drainage System Maintain your storm drainage system by removing sediment and other debris to prevent the transport of pollutants into receiving waters. The storm drainage system includes all drains, catch basins, pipes, ditches, gutters, and flow control and water quality facilities. C�r See BMP Info Sheet 7 in Chapter 5 for details on drainage system maintenance. Eliminate Illicit Connections to the Storm Drainage System A common situation that can cause severe stormwater pollution problems is discharge of non-stormwater to the storm drainage system. Examples are discharges from internal floor drains, appliances, industrial processes, sinks, and toilets. These are sometimes illegally or inadvertently connected or drained to the nearby storm drainage system. These discharges must go to the sanitary sewer system, a holding tank, an on -site process water treatment system, or a septic system. You must correct these illicit discharges. If you have any questions as to whether your discharge is allowable, contact the King County Water and Land Resources Division at 206-296-1900. See BMP Info Sheet 1 in Chapter 5 for information on how to check for illicit connections. You can also ask for help from your local sewer utility. If you find out that your internal drains are January 2009 King County Stormwater Pollution Prevention Manual Required BMPs for All Commercial Properties (continued) improperly connected to the storm drainage system, they will need to be either removed, permanently plugged, or connected to the sanitary sewer, septic system, on -site treatment system, or a holding tank. Stencil Your Storm Drains Stencil or apply storm drain markers adjacent to storm drains to help prevent the improper disposal of pollutants. Storm drain inlets should have messages such as "Dump No Waste - Drains to Stream" applied next to the catch basin to warn against the intentional dumping or discharge of pollutants. If the metal catch basin grate has been cast with this message, marking the drains is still recommended, but may not be required unless evidence is found that pollutants are being dumped or washed to the storm drains. For more information or assistance in implementing these best management practices, contact the King County Department of Natural Resources and Parks Water and Land Resources Division at 206-296-1900. Reader Note: The above requirements are the minimum required BMPs. If these BMPs fail to prevent discharges to the storm drainage system, you will be asked to take additional measures to correct the continued pollution discharges. King County Stormwater Pollution Prevention Manual January 2009 Storage of Solid Waste and Food Wastes (Including Cooking Grease) This activity applies to you if you store solid wastes including both food and non-food wastes outdoors. This typically refers to garbage dumpsters, other outdoor waste containers such as cooking grease barrels or containers, and any stockpiled garbage. Improper storage of non-food solid wastes can allow toxic compounds, oils and greases, metals, nutrients, and suspended solids to enter stormwater runoff. Stormwater runoff from food waste storage areas may be contaminated with oils and greases, nutrients, and suspended solids if waste containers are leaking, are not covered, or are too small to contain the amount of waste generated. If you store dangerous wastes you must follow specific regulations outlined by the Washington State Department of Ecology. The following BMPs, or equivalent measures, methods, or practices, are required if you are engaged in storage of solid wastes or food wastes: Dumpsters and other waste storage containers must be leak -proof with solid lids. Keep dumpsters closed except when adding waste. If waste is not in containers, cover all waste piles (plastic tarps are acceptable coverage) and prevent stormwater run-on and run-off with a berm or similar method. Keep all waste piles covered except when in use. Qr See BMP Info Sheet 5 in Chapter 5 for information on containment and run-on prevention and BMP Info Sheet 3 for information on covering options. When transferring cooking oil/grease to outside containers from kitchens, cover the container with a tight lid during transport and clean up any spills immediately. Keep the area around the grease container clean, free of grease, and debris free. Use drip pans or absorbent materials whenever grease containers are emptied by vacuum trucks or other means. Grease cannot be left on the January 2009 King County Stormwater Pollution Prevention Manual Storage or Solid Waste and Food Wastes (Including Cooking Grease) (continued) ground. Clean up spills immediately. Collected grease must be properly disposed of as garbage. Required Routine Maintenance: Check storage containers as needed for leaks and to ensure that lids are on tightly. Replace containers that are leaking, corroded, or otherwise deteriorating. • Sweep and clean the storage area as needed if it is paved. Do not hose down the area to a storm drain. • Dispose of rinse and wash water from cleaning your containers into a sanitary sewer according to health department requirements, or if no sewer is available, store in a holding tank, dead end sump or truck off site to an approved disposal location. (01- See BMP Info Sheet 2 in Chapter 5 for information on disposal options. For more information or assistance in implementing these best management practices, contact the King County Department of Natural Resources and Parks Water and Land Resources Division at 206-296-I900. Reader Note: The above requirements are the minimum required BMPs. If these BMPs fail to prevent discharges to the storm drainage system, you will be asked to take additional measures to correct the continued pollution discharges. King County Stormwater Pollution Prevention Manual January 2009 Truck or Rail Loading and Unloading of Liquid or Solid Material This activity applies to the loading and unloading of liquid and solid materials by truck or rail and the transfer of those materials into tanks, containers or other storage areas. Leaks and spills while transferring liquid or solid materials can potentially contribute toxic organic compounds, particulates, oil and grease, nutrients, metals, and harmful pH to stormwater runoff. The following BMPs, or equivalent measures, methods, or practices, are required if you are engaged in loading and unloading of liquid or solid materials: Use drip pans underneath hose and pipe connections and other leak -prone spots during liquid transfer operations, and when making and breaking connections. Several drip pans should be stored in a covered location near the liquid transfer area so that they are always available, yet protected from precipitation when not in use. Drip pans can be made specifically for railroad tracks. Drip pans must be cleaned periodically, and drip -collected materials must be disposed of properly. �e' See BMP Info Sheet 2 in Chapter 5 for information on disposal options. Sweep loading/unloading areas as needed to remove debris. Clean up any material that is spilled during transfer operations immediately. Never wash spilled material or debris to the storm drains or the street. To minimize the risk of spills or leaks , ensure employees are trained in and follow proper loading and unloading procedures. Store and maintain appropriate spill cleanup materials in a location known to all. Ensure that employees are familiar with the site's spill control plan and/or proper spill cleanup procedures. Check equipment for leaks on a regular basis and repair if needed January 2009 King County Stormwater Pollution Prevention Manual Truck or Rail Loading and Unloading of Liquid or Solid Material (continued) Conduct loading and unloading operations under cover if possible. The following BMPs are optional unless the above minimum required BMPs do not provide adequate source control: Pave areas where liquids are transferred to and from tanker trucks. Use Portland cement concrete for fuels such as gasoline that react with asphalt. Install a curb or dike, or slope the area to prevent stormwater from running on to the loading/unloading area and washing away spilled material. For more information or assistance in implementing these best management practices, contact the King County Department of Natural Resources and Parks Water and Land Resources Division at 206-296-1900. Reader Note: The above requirements are the minimum required BMPs. If these BMPs fail to prevent discharges to the storm drainage system, you will be asked to take additional measures to correct the continued pollution discharges. King County Stormwater Pollution Prevention Manual January 2009 Landscaping Activities and Vegetation Management This broad activity encompasses all aspects of landscaping and vegetation management, from small- scale yard maintenance to large-scale commercial landscaping businesses and vegetation management programs. It includes vegetation removal, herbicide and insecticide application, fertilizer application, watering, and other gardening and lawn care practices. Stormwater runoff from areas that have been subject to pesticide or fertilizer application or extensive clearing, grading or cutting may be contaminated with pesticides and other toxic organic compounds, metals, oils, suspended solids, nutrients from fertilizer, and coliform bacteria, and may cause biochemical oxygen demand. While not required, consider using the Integrated Pest Management (IPM) approach for pest control. IPM is an approach that uses an array of methods to manage pest damage with the least possible hazard to people and the environment. IPM uses a combination of biological, cultural, and physical practices that can significantly reduce or eliminate the use of pesticides. See Activity Sheets A-5, "Storage of Pesticides and Fertilizers" and A-3, "Storage of Liquid Materials in Portable Containers." Landscaping activities related to golf courses should refer to King County's Golf Course BMP Manual (see Chapter 6 of this manual for more information). Note: The term pesticide includes insecticides, herbicides, fungicides, rodenticides, etc. The following BMPs, or equivalent measures, methods, or practices are required if you are engaged in landscaping activities: Do not apply any pesticides directly to surface waters, unless the application is approved and permitted by the Washington State Department of Ecology. Mix pesticides so that spilled material will not be washed to surface waters, the storm drainage system, or onto the ground. Clean up any spills immediately. Ensure employees are trained on the proper use of pesticides and in pesticide application techniques to prevent pollution. Washington pesticide law requires most businesses that commercially apply pesticides to the property of another to be licensed as a Commercial Applicator. Follow manufacturers' recommendations and label directions. Pesticides and fertilizers must never be applied if it is raining or about to rain. Do not apply pesticides within 100 feet of surface waters such as takes, ponds, wetlands, and streams. This also can include stormwater conveyance ditches. Remove weeds/vegetation in stormwater ditches by hand or other January 2009 King County Stormwater Pollution Prevention Manual Landscaping Activities and Vegetation Management (continued) mechanical means. Chemicals should be used as a last resort. Dispose of grass clippings, leaves, branches, sticks, or other collected vegetation, by recycling, composting, or burning (if allowed). Do not dispose of collected vegetation into storm drainage systems, conveyance ditches, stormwater ponds, or surface water. Use mulch or other erosion control measures when soils are exposed for more than one week during the dry season or two days during the rainy season. Implement water conservation practices to assure sprinkler systems do not "overspray" vegetated areas and discharge to hard surfaces such as sidewalks, driveways, and parking lots. Adjust sprinkler heads accordingly. Minimize water use so runoff does not occur or enter storm drainage systems. Use approaches to reduce water use such as those described in the Natural Yardcare program. http://your.kingcounty.gov/solidwaste/naturalyardcare/watering. asp The King County Noxious Weed Control Program provides best management practices for the removal of typical noxious weeds such as blackberry and purple loosestrife. Call 206-296-0290 or see http://www.kingcounty.gov/environment/animalsandplants/noxious- weeds/weed-control-practices.aspx for more information. The following BMPs are optional unless the above minimum required BMPs do not provide adequate source control: Integrated pest management (IPM), a comprehensive approach to the use of pesticides is the most effective BMP measure that can be taken for herbicide, insecticide, and fungicide use. ,�v- See BMP Info Sheet 6 in Chapter 5 for information on IPM. Fertilizers should be worked into the soil rather than dumped or broadcast onto the surface. Determine the proper fertilizer application for the types of soil and vegetation involved. Soil should be tested for the correct fertilizer usage. Use mechanical methods of vegetation removal rather than applying herbicides. King County Stormwater Pollution Prevention Manual January 2009 Landscaping Activities and Vegetation Management (continued) An effective measure that can be taken to reduce pesticide use, excessive watering, and removal of dead vegetation involves careful soil mixing and layering prior to planting. A topsoil mix or composted organic material should be rototilled into the soil to create a transition layer that encourages deeper root systems and drought -resistant plants. This practice can improve the health of planted vegetation, resulting in better disease resistance and reduced watering requirements. Use native plants in landscaping. Native plants do not require extensive fertilizer or pesticide applications. For more information or assistance in implementing these best management practices, contact the King County Department of Natural Resources and Parks Water and Land Resources Division at 206-296-1900. Reader Note: The above requirements are the minimum required BMPs. If these BMPs fail to prevent discharges to the storm drainage system, you will be asked to take additional measures to correct the continued pollution discharges. January 2009 King County Stormwater Pollution Prevention Manual Demolition of Buildings This activity applies to the removal of existing buildings by controlled explosions, wrecking balls, or manual methods, and subsequent clearing of the rubble. Demolition of buildings can introduce a variety of pollutants into stormwater runoff, primarily suspended solids, but also toxic organic compounds and metals. Broken concrete can elevate the pH of stormwater. This activity can also produce air borne pollutants that must be controlled to avoid surface water contamination. The following BMPs, or equivalent measures, methods, or practices are required if you are engaged in building demolition: Spray water throughout the site to help control fine materials and dust. The amount of water must be actively controlled and monitored to eliminate contaminated runoff from leaving the site. Other approved dust suppressants are available. Avoid excessive and repeated applications of dust suppressant chemicals. Place filter fabric, inlet control measures or a similarly effective device in or around all nearby drains to prevent particles and solids from entering the storm drainage system. Filtering devices shall be placed at the beginning of the workday and the accumulated materials collected and disposed of properly before removing the devices at the end of the workday. Filter fabric and other filter devices are commercially available. Sweep surrounding street gutters, sidewalks, driveways, and other paved surfaces as needed to collect loose debris and garbage. Properly dispose of collected debris and garbage. Do not hose down the area to a storm drain. January 2009 King County Stormwater Pollution Prevention Manual Demolition of Buildings (continued) ADDITIONAL BMPs The following BMPs are optional unless the above minimum required BMPs do not provide adequate source control: A catch basin insert configured for sediment and debris removal may remove some of the pollutants in runoff from this activity. Catch basin inserts require frequent maintenance to be effective. Carefully consider this when evaluating your options. � See BMP Info Sheet 10 in Chapter 5 for information. For more information or assistance in implementing these best management practices, contact the King County Department of Natural Resources and Parks Water and Land Resources Division at 206-296-1900. Reader Note: The above requirements are the minimum required BMPs. If these BMPs fail to prevent discharges to the storm drainage system, you will be asked to take additional measures to correct the continued pollution discharges. Icing County Stormwater Pollution Prevention Manual January 2009 Building Repair, Remodeling; and Construction This activity applies if you are engaged in common on -site labor activities associated with construction of buildings and other structures, remodeling of existing buildings and houses, painting of building exteriors, and general exterior building repair work. Stormwater runoff from building repair, remodeling, and construction work can be contaminated with toxic hydrocarbons in solvents, other toxic organic compounds, suspended solids, metals, abnormal pH, and oils and greases. Concrete pouring is covered under Activity Sheet A-20,"Concrete and Asphalt Application at Temporary Sites." MINIMUM REQUIREMENTS The following BMPs, or equivalent measures, methods, or practices are required if you are engaged in building repair, remodeling, and construction: Do not dump any substance, wash water or liquid waste on the pavement, the ground, or toward a storm drain or drainage ditch. Use ground or drop cloths underneath outdoor painting, scraping, and sandblasting work and properly dispose of collected material daily. Use a ground cloth or oversized tub for activities such as paint mixing and tool cleaning. Dispose of all wash water from tool cleaning to the sanitary sewer system. Never dispose of wash water to on -site yard drains or street drains. Never dispose of any wash water to a storm drain. Clean paint brushes and tools covered with water -based paints in sinks connected to sanitary sewers or in portable containers that can be dumped into a sanitary sewer. Brushes and tools covered with non -water -based paints, finishes, or other materials must be cleaned in a manner that enables collection of used solvents (e.g., paint thinner, turpentine, etc.) for recycling or proper disposal. See BMP Info sheet 2 in Chapter 5 for information on disposal options. January 2005 King County Stormwater Pollution Prevention Manual Building Repair, Remodeling, and Construction (continued) Use a storm drain cover, filter fabric, or similarly effective runoff control mechanism if dust, grit, wash water, or other pollutants may escape the work area and enter a catch basin. This is particularly necessary on rainy days. The containment device(s) must be in place at the beginning of the workday, and accumulated dirty runoff and solids must be collected and disposed of in an appropriate manner before removing the containment device(s) at the end of the workday. For example, a combination of a wet vacuum and brooms and dustpans could be used to collect accumulations of dirty runoff. Drain covers, filter fabric, and other containment devices are commercially available if effective runoff control cannot otherwise be provided. If you need to dewater an excavation site, you must filter the water before discharging to a catch basin or discharging off -site. You should direct the water through sediment filters or traps or use an equivalent method. The pH of water from dewatering activities must be monitored. If the pH is not neutral (7), discharge must not occur to a drainage system until the water is neutralized through an approved method. Dewatering must also be assessed for other pollutants that may not be removed by simple filtering of stormwater. If other pollutants are present, discharging the water to surface or stormwater systems may not be allowed. See Appendix D of the King County Surface Water Design Manual, `Erosion and Sediment Control Standards." Routine Maintenance: • Store and maintain appropriate spill cleanup materials in a location known to all. Ensure that employees are familiar with proper spill cleanup procedures. • Sweep paved areas as needed and collect loose particles for proper disposal. Wipe up spills with rags and other absorbent material immediately. Do not hose down the area to a storm drain. • Store toxic material under cover during precipitation events and when not in use (such as overnight). A cover would include tarps or other temporary cover materials. CZFO See Activity Sheet 3, "Storage of Liquid Materials Portable Containers." King County Stormwater Pollution Prevention Manual January 2009 Building Repair, Remodeling, and Construction (continued) The following BMPs are optional unless the above minimum required BMPs do not provide adequate source control: Recycle or reuse left over materials. A catch basin insert configured for debris and sediment removal may remove some of the pollutants in runoff from this activity. Catch basin inserts require frequent maintenance to be effective. Carefully consider this when evaluating your options. CIZP See BMP Info Sheet 10 in Chapter 5 for more information. For more information or assistance in implementing these best management practices, contact the King County Department of Natural Resources and Parks Water and Land Resources Division at 206-296-1900. Reader Note: The above requirements are the minimum required BMPs. If these BMPs fail to prevent discharges to the storm drainage system, you will be asked to take additional measures to correct the continued pollution discharges. January 2009 King County Stormwater Pollution Prevention Manual Vehicle and Equipment Parking and Storage This activity applies to all types of parking lots (commercial, public, and private), retail store parking lots, fleet vehicle lots and yards (including rent -a -car lots and car dealerships), industrial areas, equipment sale and rental lots, and parking lot driveways. Stormwater runoff from these sites can be contaminated with toxic hydrocarbons and other organic compounds, oils and greases, metals, nutrients, and suspended solids. MINIMUM REQUIRED ROUTINE MAINTENANCE The following BMPs, or equivalent measures, methods, or practices are required if you have parking lots and driveways: Sweep parking lots, storage areas, and driveways as needed to collect dirt, waste, and debris. Do not hose down the area to the storm drainage system. If washing/pressure washing of the parking lot occurs, the wash water must be collected and discharged to a sanitary sewer or other treatment system. There are services that will clean parking lots and collect water for off -site disposal. Never drain washwater to the storm drainage system. See BMP Info Sheet 2 in Chapter 5 for information on disposal options. Gravel and dirt lots may require additional BMPs to prevent sediment laden water from leaving your site. Vehicles can track dirt out of parking and storage areas onto public roadways. Basic sediment controls as outlined in Appendix D ("Erosion and Sediment Control Standards") of the King County Surface Water Design Manual must be installed if other BMPs do not adequately control sediment laden water from entering off site storm water conveyance systems or surface water. Wheel wash facilities may need to be considered if track out of mud becomes a problem. See Activity Sheet A-41, "Wheel Wash and Tire Bath Operations." January 2009 King County Stormwrater Pollution Prevention Manual Vehicle and Equipment Parking and Storage (continued) The following BMPs are optional, unless the above minimum required BMPs do not provide adequate source control. Encourage employees to carpool or use public transit through incentives. Encourage customers to use public transit by rewarding valid transit pass holders with discounts. A catch basin insert configured for sediment and also oil removal may remove some of the pollutants in runoff from this activity. Catch basin inserts may require frequent maintenance to be effective. Carefully consider this when evaluating your options. Clean up oil and antifreeze spills with absorbent materials. (ZF� See BMP Info Sheet 10 in Chapter 5 for more information. For more information or assistance in implementing these best management practices, contact the King County Department of Natural Resources and Parks Water and Land Resources Division at 206-296-1900. Reader Note: The above requirements are the minimum required BMPs. If these BMPs fail to prevent discharges to the storm drainage system, you will be asked to take additional measures to correct the continued pollution discharges. King County Stormwater Pollution Prevention Manual January 2009 Sidewalk Maintenance This activity applies if you have sidewalks. Litter accumulation on sidewalks can contribute suspended solids to stormwater runoff, runoff from sidewalks crossing driveways may also have hydrocarbon, oil and grease, and metal contaminants. If herbicides are used on sidewalks, toxic pesticide compounds, oils, and metals may also be introduced into stormwater. If crack sealants or surface coatings are applied, toxic hydrocarbons, oils and greases, and metals may be contributed to stormwater runoff. Sidewalks and driveways are important areas to target for stormwater pollution control because they typically drain directly to stormwater conveyance facilities. Note that BN Ts for driveways associated with parking lots are described under Activity Sheet 31, "Vehicle and Equipment Parking and Storage." The following BMPs, or equivalent measures, methods, or practices are required if you are engaged in sidewalk maintenance: Sweep sidewalks as needed to collect loose dirt and debris rather than pushing it into the street or gutter or hosing it down. Collected materials must be disposed of as solid waste. Conduct spot stain removal instead of washing the entire sidewalk. Do not use soaps and detergents to wash down sidewalks. If pressure washing of sidewalks is needed, and soaps or other cleaners are used, the wash water must be collected and disposed of to the sanitary sewer or taken off site for appropriate disposal. If only water is used, filtering devices at catch basins must be used to collect all solids and debris. January 2009 King County Stormwater Pollution Prevention Manual Sidewalk Maintenance (continued) The following BMPs are optional unless the above minimum required BMPs do not provide adequate source control: Use deicing salts and sands only when snow or ice is present (not as a preventive measure) and apply sparingly. Shoveling of snow is always preferred to dumping excessive amounts of deicing materials in an effort to avoid shoveling. If deicing salts are used, the residue and remaining granules must be swept up when the snow and ice have melted, and reused or disposed of in your garbage. For more information or assistance in implementing these best management practices, contact the King County Department of Natural Resources and Parks Water and Land Resources Division at 206-296-1900. Reader Note: The above requirements are the minimum required BMPs. If these BMPs fail to prevent discharges to the stonn drainage system, you will be asked to take additional measures to correct the continued pollution discharges. King County Stormwater Pollution Prevention Manual January 2009 Maintenance of Public and Private Utility Corridors and Facilities This activity applies to maintenance activities associated with the transmission and distribution of public and private utilities such as petroleum products, natural gas, water, sewage, and electrical power. This includes the maintenance of underground utility vaults, pump stations, and similar facilities. Access roads and equipment maintenance can be sources of pollutants to stormwater runoff, including suspended solids, oil and grease, petroleum hydrocarbons, harmful pH, pesticides, and metals. The following BMPs, or equivalent measures, methods, or practices, are required if you are engaged in maintaining public and private utility corridors and facilities: Minimize the amount of herbicides and other pesticides used to maintain access roads and facilities. See Activity Sheet A-26, "Landscaping Activities and Vegetation Management," for BMPs associated with managing vegetation for access roads and maintenance areas. Stabilize access roads or areas of bare ground with gravel, crushed rock, or another method to prevent erosion. Use and manage vegetation to minimize bare ground/soils that may be susceptible to erosion. See the King County Surface Water Design Manual, Appendix D, Erosion and Sediment Control Standards for recommended erosion and sediment control practices and standards. Provide stormwater drainage for roads and maintenance areas. Grade roads with a crown or slope to minimize the potential for erosion from runoff. Provide ditches, swales, and culverts to convey stormwater runoff. Monitor and maintain ditches and culverts as needed to reduce the possibility of the drainage becoming plugged or blocked, which may lead to overflows and erosion. January 2009 King County Stormwater Pollution Prevention Manual Maintenance of Public and Private Utility Corridors and Facilities (continued) Check utility vaults or other underground structures for pollutants prior to pumping out any collected water. If the water is contaminated, it must be collected for proper disposal. Small amounts of oil may be captured with absorbent material. Never discharge contaminated water, including high or low pH, to storm drainage facilities or surface waters. Clean up any debris or spilled material immediately after completing maintenance and repair activities. For more information or assistance in implementing these best management practices, contact the King County Department of Natural Resources and Parks Water and Land Resources Division at 206-296-1900. Reader Note: The above requirements are the minimum required BMPs. If these BMPs fail to prevent discharges to the storm drainage system, you will be asked to take additional measures to correct the continued pollution discharges. King County Stormwater Pollution Prevention Manual January 2009 Illicit Connections An illicit connection is a connection that could convey anything not composed entirely of surface and stormwater directly to the storm drainage system or a water body. Many buildings throughout King County could have illicit connections to the storm drainage system. These typically include, but are not limited to, sanitary sewer pipes, process wastewater discharges, sump overflows, and internal building drains connected to the storm drainage system. As a result of illicit connections, wastewater containing a variety of pollutants is discharged directly to storm drains and drainage ditches, and ultimately to receiving waters rather than to the sanitary sewer system or a septic system. In many instances these connections are unknown to the business or property owner, and may not show up on building drawings. Elimination of illicit storm drainage connections is an important facet of stormwater pollution reduction and must be addressed as a top priority. King County is currently making a committed effort to determine where illicit connections are present and to require their removal. All businesses, residents and public agencies in unincorporated King County must investigate their plumbing/drainage systems to determine if there are any illicit connections to the storm drainage system, such as internal floor drains plumbed to the storm drainage system. If building and property drawings are available with plumbing details, they should be reviewed to understand pipe connections. If you are unsure whether a particular drain (such as a floor drain) discharges to the storm drainage system, you should identify where the potential illicit connection drains to by consulting plans, side sewer cards, and possibly conducting a dye test. Running water from a hose into the drain and observing where the water discharges is often a very simple and effective method of identifying illicit connections. Any pipes or other conveyances connected to storm drainage facilities that drain anything but stormwater must be permanently plugged or rerouted to a sanitary sewer, holding tank, on -site process treatment system, or septic system (with approval from the appropriate agencies or jurisdiction). If building plans and side sewer cards do not show your plumbing, the most basic methods for determining a connection is either dye tracing or running water through the system. A nontoxic dye can be put in water and flushed or drained into the suspect piping. Observations should then be made in catch basins, manholes, drainage ditches, or other storm drainage conveyances that January 2009 King County Stormwater Pollution Prevention Manual are present on site (or adjacent to the property) to search for the dye. Enough water must be poured or flushed through the indoor drain to force the flow to reach the point(s) of observation. If possible, all other drains in the building should be out of use while the dye test is conducted to ensure the results can pinpoint the problem drain. This test should be conducted for each suspect drain on the property. Any observations of dye in the storm drainage system must be noted and the corresponding indoor drains tagged for followup plugging or rerouting. If you are uncertain as to the locations of catch basins or manholes that can be used for observation, or if you can not determine how the storm drainage system is constructed on your property, contact the King County Water and Land Resources Division (WLRD) at 206-296-1900 for assistance. Notify WLRD at least one day in advance if you are performing a dye test. ELIMINATING AN ILLICIT CONNECTION Drains and pipes that are found to connect to the storm drainage system and have the potential of discharging pollutants or wastewater must either be permanently plugged or disconnected and rerouted as soon as possible. Drains that are no longer needed can be plugged with concrete or another similarly effective material. Whenever process water, stormwater, or other wastewater is redirected to the sanitary sewer, the local sewer authority and the King County Industrial Waste Program must be contacted to obtain approval for discharging to the sanitary sewer. The local sewer authority and King County must also be contacted prior to the installation of any permanent connection to the sanitary sewer. The name of your local sewer authority is identified on your water and sewer bill. The local sewer authority and King County Industrial Waste will regulate the connection both for discharge quantity and quality, but the responsible party will have to arrange for the necessary plumbing supplies and pipe disconnection/rerouting work. If a sanitary sewer does not service the property, and one is not available for hookup, alternative measures are necessary. If the discharge is domestic wastewater from a toilet, sink, appliance, or showeribathtub, a septic system can be used to receive the rerouted discharge. The connection of plumbing fixtures to an on -site sewage disposal system usually requires an on -site sewage disposal system repair permit. Therefore, before any pipes are rerouted, the Seattle -King County Department of Public Health must be contacted for further information. If a septic system is not present on the property then one should be installed. The Seattle -King County Department of Public Health should be contacted for advice and information on septic system requirements. If the discharge is industrial process water or other nondomestic wastewater, a holding tank or on - site treatment system will be needed. If an illicit connection needs to be rerouted to a holding tank, King County Water and Land Resources Division staff should be contacted for assistance and information on tank content disposal requirements. As with septic system and sanitary sewer hookups, the property owner or responsible business operator is responsible for rerouting the illicit pipe connections. January 2009 King County Stormwater Pollution Prevention Manual Disposal Options Every business, property owner, and public agency in King County must dispose of solid and liquid wastes and contaminated stormwater properly. There are generally five options for disposal depending on the types and quantity of materials. These options are: (1) sanitary sewer system, (2) septic system, (3) recycling, (4) municipal solid waste disposal facilities, and (5) waste transportation and disposal services. Ordinary stormwater runoff is not considered to be contaminated to the point of requiring special disposal. Stormwater that is mixed with concentrated wastes requires special disposal, as discussed below. DISCHARGE TO SANITARY SEWER SYSTEM Process wastewater (depending on the pollutants and associated concentrations present) can be put into the sanitary sewer, subject to approval by the local sewer authority and the King County Industrial Waste Program. Animal waste can be disposed of in a sanitary sewer, subject to loading capacity constraints. The King County Industrial Waste Program may require that all stormwater discharged to a sanitary sewer be metered. Sewer fees may be collected on such discharges. The first priority is to discharge process water to a sanitary sewer using an existing plumbing connection or a new pipe connection. Whenever the diversion of any process water or other wastewater to the sanitary sewer is needed, the local sewer authority and King County must be contacted to obtain approval prior to discharging to the sanitary sewer. Pretreatment of discharges to remove some of the process water pollutants may be required to obtain approval. The local sewer authority and King County must also be contacted prior to the installation of any permanent connection to the sanitary sewer. The name of your local sewer authority is identified on your water and sewer bill. Sumps or other temporary storage devices may be useful for storing liquid wastes on a temporary basis if you cannot discharge to a sanitary sewer system. Consideration should be given to using a holding tank for process water if the volume of process water generated by the activity is not excessive. See BMP Info Sheet 4 for more information on holding tanks. The contents of the holding tank must be pumped out or drained before the tank is full. Several commercial services are available for pumping out sumps and holding tanks. These can be found in your telephone directory's yellow pages under the headings "Sewer Contractors and Cleaners" and "Tank Cleaning," or on the King County Stormwater Services website at http: //www.kingcounty. gov/environment/waterandland/stormwater/problem-investigation- line/drainage_maint_vendors.aspx. Septic system pumpout and hauling contractors must not be used for disposing wastes other than domestic sewage. They are not allowed to haul industrial wastes. January 2009 King County Stormwater Pollution Prevention Manual BMP Info Sheet #2, Disposal Options (continued) DISCHARGE TO SEPTIC SYSTEM If your site is not serviced by a sanitary sewer system, you probably have a septic system. Only liquid waste that is comparable to residential sewage in strength and constituency may be disposed of in septic systems. Hazardous chemicals cannot be disposed of in septic systems. Further, the septic system must be designed to accommodate the volume of suitable wastewater generated. Any changes in waste volume and constituency from those present when the system was permitted must be approved by the Seattle -King County Department of Public Health. Stormwater, whether contaminated or not, may not be disposed of in septic systems. Animal waste may not be disposed of in a septic system designed for single family, multifamily or commercial properties. Recycling facilities are a recommended option for many commercial items, including used oils, used batteries, a variety of used auto parts, metal scrap materials, solvents, paints, and other solid wastes. There are a number of private businesses that accept materials for recycling. In addition there is an Industrial Material Exchange clearinghouse which facilitates the transfer of unwanted materials from the generator to another business that can use them. The Industrial Material Exchange or IMEX website is http://www.govlink.org/hazwaste/business/imex. Process wastewater such as wash water can be recycled on -site as an alternative to discharge to the sanitary sewer. There are numerous products on the market that are designed to recycle wash water. Contact the King County Water and Land Resources Division at 206-296-1900 for more information. MUNICIPAL SOLID WASTE DISPOSAL FACILITIES Municipal solid waste disposal facilities are designed to handle solid wastes. Hazardous and dangerous wastes and many liquid wastes must be properly disposed of at an appropriate facility. Contact your local solid waste disposal facility or see http://your.kingcounty.gov/solidwaste/ garbage-recycling/index.asp for information on which materials are accepted at these facilities. Call the Business Waste Line at 206-296-3976 or see http://www.govlink.org/hazwasteibusiness for information on the proper disposal of oil, antifreeze, and other hazardous wastes. WASTE TRANSPORTATION AND DISPOSAL SERVICES There are numerous services that can help you identify, quantify, transport, and dispose of any waste that you may generate. Many people have their wastes picked up by a disposal contractor. Costs of disposal vary considerably depending on the types of materials, quantities, methods of collection and transport, and whether the wastes are mixed. The rate the contractor charges will generally reflect the costs of testing and/or treating waste materials (if necessary) and the subsequent disposal. It is important to keep different types of wastes separated, so that the disposal contractor(s) can take them to the appropriate place(s) without causing inadvertent contamination problems elsewhere, and so that you are not paying too much for disposal of January 2009 King County Stormwater Pollution Prevention Manual BMP Info Sheet #2, Disposal Options (continued) materials that are not contaminated (e.g. regular garbage). If you are properly implementing your BMPs and collect contaminated waste materials for proper disposal, your efforts are compromised if a disposal contractor subsequently disposes the contaminated materials as regular garbage. Therefore, it is essential to be familiar with disposal alternatives and the different types of contractors for each disposal option. The Seattle -King County Department of Public Health's Waste Characterization Program serves hazardous waste generators in Seattle and King County that have questionable wastes. Information supplied by the generator on questionable wastes such as sludges, sandblast waste, treated wood, and contaminated soils is reviewed by the Health Department. Permits are issued for those wastes that will be allowed in the garbage. The dangerous waste regulations as well as other criteria are used in the decision process. The disposal of wastes is the responsibility of the generator. Before agreeing to let a company handle your waste, it is recommended that you ask for (and check) the company's references. All waste collected by the company should be delivered to an authorized site. Make sure you keep copies of all your transactions. Transfer of waste to a vender does not release you from legal obligation for disposal to a licensed disposal facility. January 2009 King County Stormwater Pollution Prevention Manual Covering Options: Tarp, Roof, or Awning One of the most effective actions a person can take to prevent stormwater contamination is keeping potential pollutant generating materials out of the rain. There are numerous options for covering an activity or stored materials. This BMP, combined with the prevention of stormwater runon into the covered area, can be as effective as storing materials or conducting activities indoors. The simplest cover is a tarp or other nonstructural device. Building a permanent structure may require a building permit and must comply with all applicable building and fire codes. These building requirements may make some structures too expensive to be practical. County Department of Development and Environmental Services for information on building permits and requirements for a roof structure. Contact the King Many activities, such as stockpiling of raw or erodible materials or storage of drums, can be effectively covered with a heavy plastic tarp made of impermeable material. Weights such as bricks, tires, or sandbags must be used to anchor the cover in place. Tarp!Covering Care should be taken to ensure that the tarp covers the stored materials completely and that stormwater runon does not penetrate significantly under the cover. If several tarps are used to form a cover, they should be tethered together or overlapped. If necessary, pins or stakes should be used to anchor the tarps to the ground. The tarp/cover will be easier to keep in place and will last longer if some form of wind protection is possible. Attempts should be made to locate stockpiles in areas where winds are minimal. The tarps must be in place when the material is not being used. The tarps must be inspected weekly to ensure that no holes or gaps are present. Tarps are inexpensive, and therefore are a cost effective BMP for many activities. This BMP can be combined with containment for better effectiveness. See BMP Info Sheet 5 for more information. The other option for covering is the use of a roof. The particular roof cover option used at a given site is subject to the site layout, available space, affordability, and limitations imposed by other regulations. The area of the roof should be sufficient to prevent any precipitation from reaching the contents underneath. This BMP should be implemented in conjunction with January 2009 King County Stormwater Pollution Prevention Manual BMP Info Sheet #3, Covering Options (continued) prevention of stormwater run-on into the covered area. BMP Info Sheet 5 presents information on containment/run-on prevention. Examples of various structures are shown below. A& - Lean -To Structure Stand-alone Canopy There are also numerous prefabricated storage sheds that can be purchased to enclose and cover materials. This may be a preferred alternative on some sites. Before purchasing these structures ensure they meet applicable building and fire codes. Another option for covering an activity or stored materials is to use an overhanging awning of sufficient size to prevent precipitation from reaching the contents underneath. This cannot be an awning already in place over a public right-of- way such as a sidewalk in front of a store. Many of the building permit, fire code, and zoning code requirements mentioned above apply to these structures. Activities such as fueling operations may be covered by an island -type overhanging roof. This roof arrangement is supported by columns along the center of the structure rather than at the corners, enabling vehicular traffic underneath while still providing sufficient protection from precipitation. Overhanging Awning Island -Type Overhanging Roof January 2009 King County Stormwater Pollution Prevention Manual Integrated Pest Management The use of herbicides, insecticides, fungicides, and rodenticides can be extremely harmful to the environment due to the highly toxic nature of many chemicals in pesticide products. In light of this, special attention should be given to pesticide use in all applications. The discussion below applies more to large scale pesticide users, but should be considered for backyard applications as well. Commercial, agricultural, and other large scale pesticide users such as golf courses and parks should adhere to the principles of integrated pest management (IPM), a decision -making process for pest management that strives for intelligent, environmentally sound control of pests. It is a systems approach to pest management that combines agronomic, biological, chemical, and genetic information for educated decisions on the type of control(s) to use, the timing and extent of chemical application, and whether nonchemical means can attain an acceptable level of pest control. IPM is a preventive measure designed for the exact pest(s) being targeted for control, the locations and times when pests will pose problems, the level of pest -induced damage that can be tolerated without taking action, the most vulnerable life stage, and control actions that are least damaging to the environment. The major components of IPM are as follows: monitoring and inventory of pest populations, determination of pest -induced injury and action levels, identification of priority pest problems, selection and timing of least toxic management tools, site -specific treatment with minimized chemical use, and evaluation and adjustment of pesticide applications. Monitoring of pest populations is a key to successful IPM implementation. Pest problems are universally easier to control if the problem can be discovered early. With IPM pesticides are used only as a last resort; maximization of natural controls, including biological controls and removal of pests by hand, is a guiding rule. A list of IPM resources is available on the web at http:!lwww.goylink.orglhazrvastelinterage cylipmlindex.cftn or httl2://www.govlink.org/hazwastelpubl is ationslIPMKCGu idel i nes _p df January 2009 King County Stormwater Pollution Prevention Manual Maintenance of Drainage Systems Many commercial, industrial, residential and public agency properties have storm drainage flow control and water quality systems to capture and treat stormwater flows. Most of these systems have catch basins as key components. Catch basins are typically located along curbs, at low spots in parking lots, and where stormwater conveyance pipes combine flows. Storm drains collect runoff that directs flows into basins and pipes that are located underneath parking lots and storm drain grates. Most catch basins have a few feet of storage in the bottom or sump. This storage area is intended to trap sediment, debris, and other particulates that settle out of stormwater, to prevent clogging of downstream pipes and to keep solids from being flushed into receiving waters. Anyone who has ever looked into a catch basin can attest to its ability to capture dirt, leaves, twigs, litter, and a variety of other materials that make for a mucky buildup in the bottom. However, if the sump (the bottom of the catch basin) is full of solid material, everything in the incoming runoff passes straight through to an outflow pipe. The bottom (or sump) in catch basins must be cleaned out periodically so they can continue to trap solids from stormwater runoff. Routine maintenance practices at all sites with storm drains and catch basins must include cleaning/removal of sediment or solids from these important drainage system features. If catch basins are not cleaned, they can actually contribute to receiving water pollution problems as trapped solids, and stagnant, polluted water in sumps can be flushed out in large quantities with turbulent storm flow conditions. Check your catch basins annually for needed maintenance timed to occur before the rainy season. For organizations with large numbers of catch basins (greater than 50 per site), inspections may be conducted on a "circuit basis" whereby sampling of representative catch basins, including the lowest one in the circuit, within each circuit is inspected to identify clean - out needs for the circuit. The annual catch basin inspection schedule may be changed as appropriate to meet the maintenance standards based on maintenance records of double the length of time of the proposed inspection frequency. Catch basins must be cleaned out when the solids, trash, and debris in the sump reaches one-half of the depth between the bottom of the sump and the bottom (invert) of the lowest inflow or outflow pipe connected to the catch basin or at least 6 inches below this invert. The rate at which a sump fills with solid material is quite variable, and depends on the characteristics of the drainage basin feeding into it. If activities that generate a lot of sediment are taking place in the drainage area that contributes stormwater flows to a catch basin, such as exposing soils due to construction or landscaping, stockpiling erodible materials, or if your site is not paved and has heavy traffic use on dirt or gravel surfaces, the sump will fill up relatively quickly. Therefore, sites with activities generating a lot of sediments and other debris will have to inspect and clean out their catch basins more often. January 2009 King County Storrnwater Pollution Prevention Manual BMP Info Sheet #7, Maintenance of Drainage Systems (continued) Other components of drainage systems include ponds, tanks, and bioswales. These components must also be maintained to ensure your drainage systems functions as designed. Vegetation in ponds and bioswales must be mowed or thinned, and sediment accumulations must be removed. Maintenance of ponds, tanks, and bioswales is generally beyond the ability of the typical property owner. Drainage system maintenance contractors are available to complete this work. If you clean out/maintain the catch basins yourself, you may dispose of up to one cubic yard of solid material as solid waste in your regular garbage. If you exceed this threshold you are encouraged to contact a company offering catch basin cleaning services. You can locate a cleaning service by calling the King County Water and Land Resources Division at 206-296-1900 for a list of firms performing drainage system maintenance services or in your telephone directory's yellow pages under headings like "Sewer Cleaning Equipment and Supplies," "Sewer Contractors," and "Tank Cleaning." All of the solids and stagnant water collected from catch basin sumps must be disposed of properly. None of the sump contents can be flushed into the catch basin outflow pipe. Depending on the nature of the pollutants in the sump, and the associated types of activities taking place on the site, the sump contents may need to be handled as contaminated waste. Contractors who perform catch basin clean -out services are required to follow appropriate disposal requirements. Frequent sweeping of paved parking and storage areas, covering pollutant generating activity areas, and containing runoff from activity areas will help reduce catch basin and drainage system cleaning frequency, and may save time and money spent on required maintenance. All businesses and public agencies should set up maintenance schedules for all of their BMPs so that coordinated BMP efforts result in reduced catch basin and drainage system maintenance and cleaning. January 2009 King County Stormwater Pollution Prevention Manual Water Quality Treatment BMPs Water quality treatment BUT options may be required if operational or basic structural source controls do not adequately address pollutant discharges from your site. Source control BMPs, as presented in Chapter Three, must always be implemented before treatment BMPs are considered. The following information describe some basics of water quality treatment systems/facilities. Design and construction details can be found in the King County Surface Water Design Manual (which contains relevant information for the treatment BMPs discussed). A private vendor specializing in the treatment system or an engineering consultant can provide information on treatment systems. Businesses and agencies are allowed to select a treatment BMP other than those presented in this manual if they follow the adjustment process as outlined in the King County Surface Water Design Manual or if they complete the Alternative BMP request in this manual. Table 5.2 (next page) presents a brief description of some typical water quality treatment BMPs. Table 5.3 presents water quality treatment BMPs for removing specified pollutants. One treatment BMP usually cannot treat all pollutant problems. Each BMP is designed for a specific purpose and is capable of removing only specified pollutants. If you decide to install a water quality treatment BMP, always ensure that it is removing the pollutant of concern from your site runoff. January 2009 King County Stormwater Pollution Prevention Manual BMP Info Sheets #8, Water Quality Treatment BMPs (continued) TABLE 5.2 WATER QUALITY TREATMENT BMPs TREATMENT BMP BRIEF DESCRIPTION Oil/Water Separator An underground vault specifically designed to remove oil and grease. Also will remove floatable and some settleable solids. Catch Basin Insert A filtering device that is installed within an existing catch basin and uses various sorbent materials and settling space to collect pollutants. Catch Basin Sump and Vault Filter A device similar to catch basin inserts, only larger and placed underground. Leaf Compost Filters A filtering device that is installed above or below ground and uses leaf compost to remove pollutants from stonnwater. Wet Pond, Constructed Wetland, A wet pond is a stornwater pond that retains a permanent pool of Wet Vault water. A constructed wetland is similar to a wet pond, but shallower and supporting wetland vegetation in large areas. A wet vault is an underground, covered, engineered structure that retains a permanent pool of water. Vegetated Biofilter - Biofiltration A biofiltration swale is a long, gently sloped ditch or depression Swale and Filter Strip designed to treat water as it passes through the vegetation. Grass is the most common vegetation. A filter strip is a grass area, wider than biofilters, also with gentle slopes. Water usually enters as sheet flow from the adjacent pavement. Sand Filter A structure placed in the landscape, with grass grown on top, or in vaults. Stormwater passes through the sand allowing particulate pollutants to be filtered out. Infiltration A normally dry basin which temporarily stores stormwater until it soaks through the bottom and sides of the basin, and infiltrates into surrounding soil. [Chemical Treatment See the King County Design Manual for allowable chemical treatment including chitosan and alum and CO2 sparging. January 2009 King County Stormwater Pollution Prevention Manual BMP Info Sheets #8, Water Quality Treatment BMPs (continued) TABLE 5.3 APPROPRIATE USES FOR WATER QUALITY TREATMENT BMPs POLLUTANTS TO REMOVE APPROPRIATE TREATMENT BMPs Oil/Grease Oil/water separators; catch basin inserts; catch basin Sources: vehicle and equipment areas, sump/vault filters, leaf compost filters. industrial areas, food preparation Sediments/Solids For coarse sediments -Wet pond/vault; constructed wetland Sources: sand/gravel storage, construction (with forebay); vegetated biofilter; sand filter; catch basin sites, unpaved areas, agriculture/livestock insert; catch basin sump/vault filters; leaf compost filters. uses For fine sediments -Wet pond/vault; constructed wetland (with forebay); vegetated biofilter; sand filter. Also see catch basin sump/vault filters. Chemical treatment Phosphorus Compounds For particulate phosphorus -Wet pond/vault; constructed Sources: detergents/cleaners, fertilizers, wetland (with forebay); vegetated biofilter; sand filter. If organic matter, animal wastes dissolved phosphorus must also be removed - a large "oversized" wet pond or sand filter. Nitrogen Compounds For particulate nitrate -Wet pond/vault; constructed wetland Sources: fertilizers, animal wastes, organic (with forebay); vegetated biofilter; sand filter. For dissolved matter nitrate - constructed wetland. Metals For particulate metals -Wet pond/vault; constructed wetland Sources: industrial areas, vehicle and (with forebay); vegetated biofilter; sand filter. For dissolved equipment areas, paints, pesticides metals - leaf compost filter or constructed wetland. Fecal Coliform Bacteria There is no treatment BUT that can reliably reduce fecal Sources: animal wastes; fertilizers coliform bacteria to acceptable levels. Some studies have shown constructed wetlands provide some benefit. pH A constructed wetland can neutralize some ranges of pH. Sources: metal plating, printing/graphic industries, cement/concrete production, cleaners BOD and Trace Organics For particulate BOD - see "particulate nitrate" above. For Sources: organic debris, food wastes, some dissolved BOD -A constructed wetland will remove some chemical wastes dissolved BOD and trace organics; more reliable performance requires activated carbon. January 2009 king County Stormwater Pollution Prevention Manual Oil/Water Separator An oil/water separator is a device designed to remove oil, grease, and similar floatable pollutants from stormwater runoff. The name commonly refers to an underground structure. If a site requires spill control due to fueling activities, more simple designs exist. Oil/water separators are appropriate at locations where petroleum products may be difficult to control with source -control BMPs. An oil/water separator can be a tee section in a catch basin that contains spills on an emergency basis, or a complex unit that is designed to treat runoff from sites with high vehicle use, equipment storage and parking or fueling areas. Tee sections or down turned elbows are only effective in controlling and temporarily capturing and containing spills. Spills must be cleaned up immediately to avoid downstream contamination of surface waters and other natural resources. For many sites, such as small parking lots, a simple tee section in a catch basin will temporarily retard pollutants, making it possible to clean up a spill before pollutants leave the site. On sites with greater potential for oil spills and high concentrations of oil and grease in runoff, such as a fleet vehicle lots, auto repair shops, or fueling stations, a more complex oil/water separator is needed. Tee sections or down turned elbows or "snouts" can be placed in catch basins along with oil pads and booms in the primary conveyance system. Because of their simplicity, there are few restrictions on their application and locations of use. If tee sections are used or installed in catch basins, other measures must be used such as oil absorbent pads or booms. There are two types of complex oil/water separators commonly used in situations where oily runoff is a significant concern: the American Petroleum Institute (API) and the coalescing plate interceptor (CPI). The API separator has the appearance of a long septic tank. An API separator must be large relative to the area it is treating to be effective. By placing coalescing plates in the separator, its size can be significantly reduced while retaining the efficiency needed. Consequently, the CPI separator is more commonly used. The savings from reducing the cost of vault construction offset the relatively high cost of the plates. These oil/water separators should be used for targeted pollutant removal in high traffic areas where oil or petroleum products are a significant problem rather than as an all-purpose stormwater treatment facility. The separator will function more efficiently and require less January 2009 King County Stormwater Pollution Prevention Manual BMP Info Sheet #9, Oil/Water Separator (continued) maintenance if the amount of stormwater passing through is limited. Only runoff that has been exposed to high oil activity areas should be directed through the oil/water separator. Avoid directing stormwater (from other areas on your site) through the separator. For information on oil/water separators that will be used as pretreatment prior to discharge to the sanitary sewer, contact your local sewer agency or King County's Industrial Waste Program within the Wastewater Treatment Division. DESIGN AND MAINTENANCE API and CPI oil/water separators must be designed and sized in accordance with the King County Surface Water Design Manual. Oil/water separators must be checked frequently during the wet season. These inspections must occur often enough to prevent BMP failure that allows waste products to exit the oil/water separators, or risk violating King County Code 9.12 and be cited. How often material should be removed depends on the amount of petroleum in the influent, but the separator should be cleaned at least quarterly, and particularly in the fall before the first storm of the wet season. All residuals removed from the surface and vault bottom must be disposed of properly. In addition, the following maintenance requirements apply: ♦ Oil absorbent pads should be replaced as needed, but should always be replaced in the fall prior to the wet season, and in the spring. ♦ The outlet pipe of the separator must be blocked during cleaning operations. ♦ Waste oil and residuals shall be disposed of in accordance with current Seattle -King County Department of Public Health requirements. Several vendors handle waste oil hauling and disposal. ♦ Any standing water removed during the maintenance operation must be disposed to a sanitary sewer at a discharge location approved by the local jurisdiction. January 2009 King County Stormwater Pollution Prevention Manual I FF/EXTERIOR BUILDING FACADE BEYOND ADJACENT LANDSCAPE PLANTER WITH POURED CONCRETE CURB STONE VENEER TO MATCH ADJACENT WALL 16".8 1.8 " REINFORCED CONCRETE BLOCK SIDE AND REAR WALLS WITH SOLID PRE -CAST CONCRETE CAP 4'x6" CONIC FILLED STEEL TUBE GATE POSTS WHIN (3) HEAVY DUTY HINGES GALVANIZED BOX RIB DECKING IN 3' GALVANIZED STEEL FRAME WITH 12•-0' CLEAR OPENING SW000 FIN.$N TO MATCH // AOJAa"I WALL T/CMU WALL 7 =4 AFF kRRAJLING, AF�`GALVAWZy0 LATCRECESSEDINPA 5 ENLARGED ADJACENT TRASHSTAIR ENCLOSURE ELEVATION 2y CCA NI,L- 1._O. GJ a NORTH ELEVATION L1 TIP 3 EAST ELEVATION YP 2D SCRIE: 1/B'=1' 0' \p')u SLP1t: 1/d=1-0 WESTY IIVII KEYED NOTES oli NATURAL STONE VENEER WLIH GREY UMESTONE CAP AND BASE G STUCCO FACADE. REVEALS AND CORNICE O OPEN ENDED SUNBRELLA AWNINGS. KIEFFER SIGNS © PROPOSED SIGN AREA, SIGNACE BY TENANT AND NOT PART OF THIS SUBMITTAL_ OS ROOF DRAIN EMERGENCY OVERFLOW SCUPPER © 120 SF TRASH ENCLOSURE SEE 5/A201 O7 LOADING DOCK C DOCK ACCESS DOOR WITH STEEL STAIR WITH GUARD AND HAND RAIL Q9 0' CONCRETE FILLED STEEL PIPE BOLLARD 10 WALL MOUNT LIGHT FIXTURE 11 CONCRETE WALK 1© CONCRETE STAIR WITH. GUARD RAIL AND HAND RAIL I] CONCRETE RAMP 14 LANDSCAPE PLANTER IS RETAINING WALL 16 ROOF LINE BEYOND 17 4' HORIZONTAL STUCCO REVEALS IB 1' HORIZONTAL AND VERTICAL STUCCO REVEALS 19 ROOF TOP EQUIPMENT BEYOND EXTERIOR FINISH COLORS (� CULTURED STONE SOUTHERN LEDGESTONE• GREY /CSV-387440 WITH GREY LIMESTONE CAP AND BASE 02 PURE WHITE ASW-7005 ON STUCCO !0 SUNBRELLA PERSIAN MELON A1439 AWNING FABRIC LIGHTING ACCENT FIXTURE- U EGRESS FIXTURE. ALLOWABLE SIGNAGE SUMMARY FOR REFERENCE ONLY: BUILDING SIGNAGE BY TENANT AND NOT Pip" IF WnS vv.EW. PER FEDERAL WAY REVISED CODE CHAPTER 19,14Q150 AREA ALLOWED - 7% PER EXPOSED BUILDING FACE NO INDIVIDUAL SIGN TO EXCEED 240 SF EACH TENANT IS ENTITLED TO A MINIMUM 30 SF SIGN AREA NORTH: 2,663 SF X 7X. = 1004 SF EAST: 1,M SF X 7% . 127 B SF SOUTH: ),73A SF X 7Z - 191A SF WEST: 2.00 Sr X 7% . l4t* SF MAXIMUM TOTAL BUILDING SIGNS PERMITTED: 3 GLAZING NOTES 1 STOREFRON7 TO BE THERMALLY BROKEN ALUMINUM. KAWNEER 4517 OR APPROVED EQUAL 2 GLAZING IN NEW STOREFRONT TO HAVE A U-VALUE NOT TO EXCEED 035 AND AN SHIM VALUE NOT TO EXCEED D4. (I - INSULATED UNIT WIN 1/4 CUR 1/2" AIR SPACE 1/4' PPG SOLARBAN 60 OR APPROVED EQUAL) 3 CLAZ04C IN DOOR TO HAVE A U-VALUE NOT TO EXCEED OB AND AN SHGC NOT TO EXCEED D4 4 STOREFRONT WINDOWS TO BE WEATHERSTRIPPED AND SEALED FOR A MAXIMUM AIR LEAKAGE RATE OF 63 CUBIC FEET PER MINUTE PER SQUARE FOOT OF FENESTRATION AREA (OEESC 502 42) ROOFTOP EQUIPMENT SCREENING ROOFTOP EQUIPMENT IS NOT VISIBLE FROM ADJACENT PUBLIC STREETS OR RESIDENTIAL PROPERTIES VAIN A SIGHTUNE MEASURED 5'-6' ABOVE GRADE. AND FROM FACE OF PROPOSED STRUCTURE: SOUTH (PROPERTY LINE A: STREET): NOT VISIBLE AT PROPERTY LINE AT 39'-IO" NOT VISIBLE AT CURB ACROSS SE 320TH STREET AT 150'-0 NSBLE AT 166'-6' WEST (LOADING k PARKING): VISIBLE AT 1-92'-0 NORTH (PARKING} VISIBLE AT 135-2 EAST (ENTRY @ PARKING): NOT VISIBLE AT ANY DISTANCE i V v 1 J M �J/j Aso 0 W Wa O � d W x ao , 1� DC W W Q N Z d cad Il Q W o W c z ch IV) O Q m V 1 W o 7 W Z J e J_ LLj o I� o Ind T J i ED o 4 asp s.r..4.�r.1rri Arrnrww.. �L ISSUED / REVISED DATE ORIGINAL ISSUE DATE 01.1714 DRAWN BY FG CHECKED BY JB ELEVATIONS A201 DESIGN REVIEW EXTERIOR BUILDING FACADE BEYOND ADJACENT LANDSCAPE PLANTER WITH POURED CONCRETE CURB STONE VENEER TO MATCH ADJACENT WALL 16'x6'x8' REINFORCED CONCRETE BLOCK SIDE AND REAR WALLS WITH SOLID PRE -CAST CONCRETE CAP 4'x6" CONIC FILLED STEEL TUBE GATE POSTS WITH (3) HEAVY DUTY HINGES GALVANIZED BOX RIB DECKING IN 3' GALVANIZED STEEL FRAME WTHCLEAR OPENING TO STUCCO FINISH TO MATCH ADJACENT WALL 7/CM11 WALL d 7 =4 AFF iN AIDR FF -8 3 4 AFF 40- A GRA - O-O t.CA,VANIZED LATCH BO'T A E � RECESSED IN PAVEMENT 2 ADJACENT T 5 ENLARGED TRASHENCLOSURE ELEVATION 70' S if J14 4. 3 LAJ I LLLVA I IUN 2O SCALE: 1/8-=1'-O- WEST , ZO SCALE: 1/B'=1'-O•v rz KEYED NOTES 0 NATURAL STONE VENEEP WITH G_ IESTONE CAP AND BASE U STUCCO FACADE, REVEALS AND CORNICE O] OPEN ENDED SUNBRELLA AWNINGS. KIEFFER SIGNS G PROPOSED SIGN AREA. SIGNAGE BY TENANT AND NOT PART OF THIS SUBMITTAL C ROOF DRAIN EMERGENCY OVERFLOW SCUPPER O 120 5F TRASH ENCLOSURE. SEE 5/A201 O7 LOADING DOCK O DOCK ACCESS DOOR WITH STEEL STAIR WITH GUARD AND HAND RAIL O9 B CONCRETE FILLED STEEL PIPE BOLLARD ID WALL MOUNT LIGHT FIXTURE 11 CONCRETE WALK 12 CONCRETE STAIR WITH GUARD RAIL AND HAND RAIL 13 CONCRETE RAMP 11 LANDSCAPE PLANTER IS RETAINING WALL 16 ROOF LINE BEYOND 17 4' HORIZONTAL STUCCO REVEALS IB I- HORIZONTAL AND VERTICAL STUCCO REVEALS 19 ROOF TOP EQUIPMENT BEYOND EXTERIOR FINISH COLORS '0 CULTURED STONE SOUTHERN LEDGESTONE. GREY NCSV-387448 WITH GREY LIMESTONE CAP AND BASE '0 PURE WHITE ASW-7005 ON STUCCO 1n 3 SUNBRELLA PERSIAN MELON 91439 AWNING FABRIC (.LIGHTING 'O ACCENT FIXTURE.. 'O EGRESS FIXTURE . ALLOWABLE SIGNAGE SUMMARY FOR REFERENCE ONLY: BUILDING SIGNAGE BY TENANT AND NOT PART OF THIS REVIEW PER FEDERAL WAY REVISED CODE CHAPTER 19 140150 AREA ALLOWED - 7% PER EXPOSED BUILDING FACE NO INDIVIDUAL SIGN TO EXCEED 240 SF EACH TENANT IS ENTITLED TO A MINIMUM 30 SF SIGN AREA NORTH: 2.692 SF X 77L - IM4 SF EAST: 1,826 SF X 7R = 1278 SF SOUTH: 2.734 SF X 7R a 1914 SF WEST: 2.023 SF X 7% - 141.6 SF MAXIMUM TOTAL BUILDING SIGNS PERMITTED: 3 GLAZING NOTES I STOREFRONT TO BE THERMALLY BROKEN ALUMINUM KAWNEER 451T OR APPROVED EQUAL 2. GLAZING IN NEW STOREFRONT TO HAVE A U-VALUE NOT TO EXCEED 035 AND AN SHGC VALUE NOT TO EXCEED 04. (1� INSULATED UNIT WITH 1/4' CUR 1/2- AIR SPACE 1/4' PPG SOIARBAN 60 OR APPROVED EQUAL) 3 GLAZING IN DOOR TO HAVE A U-VALUE NOT TO EXCEED QB AND AN SHGC NOT TO EXCEED 04 4. STOREFRONT WINDOWS TO BE WEATHERSTRIPPED AND SEALED FOR A MAXIMUM AIR LEAKAGE RATE OF 0.3 CUBIC FEET PER MINUTE PER SOUARE FOOT OF FENESTRATION AREA (OEESC 502 4 2) ROOFTOP EQUIPMENT SCREENING ROOFTOP EQUIPMENT IS NOT VISIBLE FROM ADJACENT PUBLIC STREETS OR RESIDENTIAL PROPERTIES. WITH A SIGHTUNE MEASURED 5'-6- ABOVE GRADE. AND FROM FACE OF PROPOSED STRUCTURE: SOUTH (PROPERTY LINE @ STREET): NOT VISIBLE AT PROPERTY LINE AT 39'-10r NOT MSIBLE AT CURB ACROSS SE 320TH STREET AT 150'-0- MSIBLE AT 166'-6' 'AEST (LOADING k PARKING): VISIBLE AT 152'-0' NORTH (PARKING): VISIBLE AT 135'-2' EAST (ENTRY & PARKING): NOT VISIBLE AT ANY DISTANCE V o J M •, W a o S co uT H i W xoom Q m A/ C Lu a v, Ii Q � a IWL FII� � H1 Z `^ Lu o w o c z CW C M Q c m O °^ WLD W Z Q o uo � S V�/\a V 7 w Z e r O pt N fae Tn � 41C 43/1 'O B.N•w• v.n... Ain..nu.e 11 ISSUED I REVISED DATE ORIGINALISSUE DATE 01.17.14 DRAWN BY FIG CHECKED BY JB RESOMMEG M R 18 2014 CITY ❑ ARRAL WAY ARPREVIEW 't C U { f S t C i { "I s _rES LEGEND s mmv, A/C ASPH ALT/CON CRETE i A DID R rE S S: 1800 S. 320TH ST C13 CATCH BASIN FEDERAL WAY, WA CONCRETE SURFACE FH FIRE HYDRANT �N�l N(ll I 0921 04-9208 �� 1 IRON P II MONUMENTIN CASE POLE STREET LIGHT POWER METER, b U H', J'i, 1, J, I � , M, NAD 83/91 PM 4 REBAR/CAP (R) RECORD CIVIL ENGINEERS & LAND SUR VEYORS ROCKERY DARRELL C. NANCE, PLS (206) 323--4144 [_A'T'lj\j I STREET LIGHT 2009 MINOR AVE. EAST 1 0-935-0508 -80 NGVD-29 STOP BAR SEATTLE, Washington BRH 'I FAXt 0 323-7135 SD STORM DRAINAGE 98102---3513 W B JTE�) BRHINC.COM "Z o SDCO STORM DRAIN CLEAN UU I SDMH STORM DRAINAGE MANHOLE SS SANITARY SEWER ORIGINAL BENCHMARK: SANITARY SEWER MANHOLE CITY OF FEDERAL WAY BENCHMARK NUMBER 2172-63-1 ,SOUTHEAST BOLT ON SIGNAL POLE BASE AT NORTHWEST QUADRANT AT SOUTH 324TH STREET AND PACIFIC HIGHWAY SOUTH. SID cum %Noma= 1 g1pIggil cum cum RIM: 431 ELEVATION 405.747 C, B IRWIN, wom loollilloolloommom Comm IE(S): 423.48(12 $11co arm Itco CB RIM♦- 430-97 IE 423j 53(12 IE(S): 429.07(8"CMP) CB 4mw SITE BENCHMARK RIM: 430.35 P$CONC) RIM: 429.58 1 Ej4E� 4 2 7 8 C 0 CITY OF FEDERAL WAY BENCHMARK NUMBER 2172-57-1 IE(S).- 428.95(8 BOT.- 428.67 RIM.- 430.31 1$ CB BOT: 422 A r-, IE(S): 427,38(8 CMP) NORTHEAST BOLT ON SIGNAL POLE BASE AT SOUTHWEST BOT- 428. IE(E): 427,81(12 CONC) BOT: 426.88 RIM: 429.16 BOT: 427.51 QUADRANT AT SOUTH 320TH STREET AND PACIFIC HIGHWAY IE(S), 426.96(8 CMP) .. .. .. . .. . SDMH BOT: 426.46 SOUTH. R I M: 431.12 B §B3 00 ASPHAI T OIL/WATER u ELEVATION 414.819 IE(S)- 423.82(12"CMP) ASPHALT SD(R) 4 _v. 7 1 1m, I 1_1 SEPARATOR TOP STANDPIPE: 427,22 RIM: 431.51 X ri -q- ASPHALT r Lu u L IE(E): 424.22(36'scmp) 429-09(6"PVC) IE(N): 427.12(12CMP) SD(R -4 SITE AS SHOWN CONTAINS 701,057 SQUARE FEET OR 16.0941 ImI1111,11I I I L", *`�` 'j- BOT: 419.62 429-14(6 Pvc)--ot: ACRES, MORE OR LESS., CB wool, 1, 4 W -e CB CB RIM: 430.54. ;A RIM: 428.20 RIM: 427.52 IE(N): 429-04(8,�Cmp) r,,o IE(N): 427.40(4 NC) IE(SE)- 429.04(6"CONC) IE(N): 426,62(4"CONC) BOT: 428.4.4 BOT: 4-24.30 BOT. 423-72 SDCO 4 c so B RIM: 426.32 RIM: 426.31 9D ASP f.-I A 1, T 425.32(4$$CONC) - 425.01(4" ELBOW) I E(N). IF(I'NNI BOT: 422.42 SDCO IE([-_): 425.31(6 CMP) BOT: 4-22.61- I") m I I RIM. 4, 2 9. 4 SDMH IE(W)- 4,22.86(21, �)cmlll BLOCK OF RETAIL STORES RI 11 .4 2 6. 4.1 IE(E): 4.23.11(12 )Icmf,-) In .2 0, (9 N G) A C, B 0 "1': d CB CB RIM: 429-30 "I I J I RIM: 430� 5, 0 !388*1 7109)PE IE(W): 4,27.20(l 2"c",Mp) 428.23(12"CONC) co *% 50.00 BOT: 426�60 BOT: 427.53' 6 0. 01 (5 t o* _8 N01 *08'00"E SID(R) 4 50.00' V ASPHAt.,.T "o • sncc) oosi,)c A HAL SfjD T 1) M I I ASPHALT ASPHALT SD M H RIM: /1-27".44 R I Nil: 4.2 21 9w. I E (W/SS) ell- 2 2.14! 2,,t " C ON C) R! M: 4 2 9. I E (kI /W): 422. "1 2 4, C M P) ------ 0 00 /-1-2/2".2( (12"CONC\ �l -1 C I IE(S): 4-242.39(12 124.24(4"pvc) BOT: 21.34 SDMH ljlj;pyl! RIM: 429.31 IE(S): 421.11(12"CONC) I['ll(N): 421.21(12 N C) J) ("1 0 B OT: 42 0, 11ASPHALT 0 .we Rey. ... .... . . .. 0 0 0 0 ASPHALT SDMH CID CB -----RIM- 423.77 V) RIM: 424.27 4.16.37(48 CMP) RIM: 424-64 ASPHALT PpCMP) SDMH IE(W/NE). )7 CM P) CB IE(S): 421.47(8 RIM: 424.32 '1 2"CK4 P-) IF(SW)-,rl20.54(8 IE(E): 416.37( 4 0 RIM*- 424.15 BOT, 420.97 IF(E/W): 416.72(48"CMP) TOP STANDPIPF: 4,?(). BOT: 420,04- cn JE(S).- 421.75(8t)CMP) BOT: 416.52) L ASPHALT BOT: 421.45 . .. .... _j 0 CB 0 RIM.- 424.40 A':-'J") 1, 1 A L't" 0 0 SPHALT n A CB IE(S).- 421.90(810CMP) SDCO BOT: 421.20 R I M 4.2 4.06 YM ASPHALJ' IE(S): 422�76(8')Cmp) BOT- 421.86 C) A S P H A L T ASPHALT 0 C ASPHALT 0 C B RIM: 422.78 v, cn IE(SW): 419.53(12"CONC) BOT: 417.58 x", < ASPI I AI,,--1 6 c SDMH ASPHALT RIM: 42 3.2 3 6 IE(W)'. 412-93(60"cmp) 0 ?.-- /1-1% BOT: 408.4,3 R A.SPHAL 0 cB RIM'. 422.38 ASPHALT IE(N/E): 416.38(12"CONC) C, BOT: 415.08 ej _Sj 8 D E C BILLY MCHALI�``-� RESTAURANT CL N�DEC SD CC) SDC STEIRLING E BANK EC UMPQUA 2 "DEC C) BANK "Z RIM: 4 ASPHALT 415.12(12 CONC) CB RIM: 416-39 IE(N): 414.09(12"CONC) BOT: 403-69 Imam AN* - cam SDMH* iT RIM.- 416.48 PIPES NOT VISIBLE <- SSMH - CB BOT: 410.98 RIM: 416-28 RIM: 415.47 COC: 403.28 1 E (S): 413.7 7 (6 " P Vc) -TBM: TOP,CTR BOLT FI-I BOT: 411.37 ELEV= 420.04 DCO '11I 0 SDMH MH RIM: 430.67 .28 IE(W): 423.97(36*9cmp) NC) IE(NE): 423.97(12spCMP) NC BOT: 419.57 .28 RIM: 30.34 IE(N/S/SW): 417.44(12))CONC) BOT: 425.94 4,1 V) LLJ > 0 FND REOAR/CAP LS 15639 1/2" BRASS PLUG, WITH PUNCH, IN 4" SQUARE CONCRETE MONUMENT. IN CASE, 0.5' BELOW SURFACE FND REBAR/CAP LS 156,39 D 1/2 BRASS PLUG, WITH PUNCH, IN 4 SQUARE CONCRETE MONUMENT. CB IN CASE, 0.4' BELOW SURFACE RIM: 418.96 IE(SW): 414.16(12)'CONC) IE(W/NE): 414.36(12"CONC) IE(E): 414.46 BOT: 412.86 F*�,,Nl: D 1/2" BRASS PLUG, WITH PUNCH, SDMH iN 4 SQUARE CONCRETE MONUN/ILNi_ RIM: 423.86 IN CASE, 0.6' BELOW SURFACE IE(E): 416.16(12$OCONC) OIL/WATER IE(W)- 416.26(12"CMP) IE(S): 415.66(4s)PVC) SEPARATOR BOT: 413.66 RIM: 417.94 IE(SE): 414.76(6"pvc) IE(NW): 415.02(4p)pvc) BOT- 411.04 ,SDMH, RIM: 416.30 IE(S): 406.20(36')CMP) E(NE)-. 411.40(61' METAL) IE(N)- 412.10(12"CONC) IE(NW): 413.10(6"pvc) BOT: 405.40 FND R BAR/CAP -CB LS 15639 RIM: 417.88 IE(S): 415.18(12"CONC) BOT: 413.78 CB RIM: 414.34 IE(SW).- 411.84(12t'CONC) IE(N): 412.04(12"CONC) BOT: 410.54 �-- FND 1 0) IRON PIPE CB RIM: 407.89 SDMH IE(E): 405.14(12'$CONC) RIM: 415.99 IE(SE): 406.99(12"CMP) IE(N/W): 405.19(12')CONC) TOP STANDPIPE: 411.59 BOT: 403.69 JE(W).- 407.29(48"cmp) IE(NE): 410.09(12000NC) BOT: 403.19 GRAPHIC SCALE 25 so 100 200 Y 777,77eldi . . . . . . . . . . ............... t. ... ........ E 0 0,15 CCi 0) Vo- 5 c*I U.) LQ 6 0,4 z c w cei .,'v , oft REVISED DATE sNu ORIGINAL ISSUE DATE 0tii1A tit N BY JRT CHECKED BY CNH 777,�7777, 177 m '"IEW DESIGN REv �`XeRll 1") A�1'1 ( IN FEET ) I inch = 51 f F% I I G E X IS T I SHOPS co EXISTING RETAILS ---------------------- ---------- -4- '-A Ile 3 SUN= H 0 Ap 4 .................. Ile O '"r'. H EXISTING =L46H if=* Ok@= EXISTING ATM -77--T AREA OF W'ears RK--\, EXISTIN G U DERI N 3" ROUND'{' UTILIT'Y VAULT 0 + 5 HOT N 88 016'31 W 791. 91 4 11 i'll will i s ,1<a� t lv 2 "1 C1 N I Y AP v lit SCALE: NOT TO SCALE 10 a-sp o�xi 0 777""P'ti Ell . . ... .. ...... . ....... .. .... _11-1-1-11 ..... ...... . ... .. ... .... - ........ . .. . ORIG"INAL ISSUE DATE 01.17.14 DLTM FG CIVEC�M"�� SITE PLAN DBIGN REVIEW fly hl Rod arsl . . .. .. . ................ V"W" rn Jl� kk R REVIE NLY ......... ...... ISSUED/ REVISED DATE Offlur"INAL CSSUE DATE 01.24.201#` 1� DRAWN BY MAV CHECKED BY J Alt, IGN REVIEW n.•✓F u.eaWv'. 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ASPHALT ELEVATION AC t' GRADE G yi tP ,eR"+ DOOR JAMB J EXISTING E CATCH BASIN GENERALS, NOTE xrP' 1. ALL WORK SHALL CONFORM TO E REQUIREMENTS OF THE JURISDICTIONt THE ,p4'N TI GEOTECHNICAL INVESTIGATION FOR THIS PROJECTP AND THE PROJECT SPECIFICA ONS rl ~'t2. THE CONTRACTOR FULL SET OFITHE CURRENT s CONSTRUCTION TS INCLUDING ADDENDA ON THE I 310 ...E CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH AS GAS., E v P L�E TELE I j E TC� a CONFIRM VAULT LOCATIONS WITH ENGINEER0 .A ,y 4. THE CONTRACTOR L.L. KEEP THE ENGINEER CONSTRUC11ON PROGRESS TO FACILITATEIREQUIRED .+INTERVALS. 24-HOUR NOTICE IS REQUIRED9 5. EXISTING COND111ONS BASED ON TOPOGRAPHIC BOUNDARY AND UTILITY L.IT"Y - 3. PREPARED BY BUSH, ROED & HUTCHINGS, INC. DATED DECEMBER 3v 01 FINISH GRADES ARE TO BE BROUGHT TO I 0.08 FT IN 10 FT OF THE GRADES FT 11 C FT AT FINISH GRADE. SHOWN T SUBGRADE AND TO WTHIN0.03 CONTRACTOR TO ALLOW FOR LC TOPSOIL IN ROUGH GRADING. +a7. 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T t le Avllf.. ..... LIG'm'"TIN'rN L Al"N' -40 El 0 SCALE: "..�' kill, d 4 ILIA 1A A COOPER (INVUE) (2) 21 :iCOOPER (McGRAW EDISON LIGHT BAR Llb'6`HTll"4'G Fl*X"T'u'RE LIST CATALOG NUMBER DESCRIPTION ENT—LG-42CF—I 20—EB"_ TYPE :EXTERIOR WALL SCONCE CFG—AP—LG0 MOUNTING :SURFACE HOUSING :ALUMINUM LENS/REFL **GLASS INSERT -120V VOLTAGE 0 BALLAST :ELECTRONIC I STB02—LED—El—BL2—AP— -ETERIOR WALL SCONCE TYPE X CWB120 MOUN11 :SURFACE NG HOUSING :ALUMINUM LENS/REFL *OACRYIJC VOLTAGE 120fit` BALLAST LED DRIVER 9TIA", 71 77,77,77""', .. ........ ........... o W 4? tk .............................. .............................. 4 7dd {r 4 � a. '77 P E L I M I N A Ir <"" ty" NON FOR ORIGINAL ISSUE DATE 01.24.2014 DRAWN BY DMT CHECKED BY RLC LAAND USE DOCUMAWNTS ur"" E V I E W BOF OTH ENDS SEDIMENT FEN ANGLECA TO ASSURE SOIL IS TRAPPEDO, - - ------- - --- ---- NOT TO SCALE PRIM f, A AW rbr" i torn OLYNOT TrDIA CATCH BASIN Immomomm" NOT TO SCALE OF BAGS* AREA DRAIN 02900----09' NOT TO SCALE V MIN, DEPTHD. 5 �' 7 '7 v, mom I "!'W�"', ......... 777"", qw""' 1'z a C.3 Z 12 8 ED 9.3 co ca 0 ti CA w cc w III z C:) m u*) ul) c; Z' 04 Z C3 0 IIM "ll"I'l bk id C0 4'7 • cog lot 40 N ISSUED REVISED DATE ORIGIAAL ISSJE,-, E 1. 1 /. r DRAWN BY JRT CHECKED BY CNH 1111 77777,77"'77", 74 Ri r ROSION CONTROL DETAILS *ESIGN REVIE W/ LIGHT BROOM FINISH jus Typ 'ADE 0 BACK OF CURB ... .... ... NOT TO SCALE Ahl, l) 2 NOT TO SCALE NOT TO SCALE PARKING STALL — 9 0 02525-09 HANDICAP PARKING EMBLEM — TYPO SEE DETAIL x/C3.1 02580-,-,-02 ASPHALT SECTI-ON CONCRETE SECTION -- 5� 7q , P.C.Cw/ASPHALIF CONCRETE, SETI NOT TO SCALE 02525---15 PAJNTED EMBLEM 'ON ASPHALT PAVING — Typ. AT � ALL HANDICAP PARKING. PAINT WHITE. .. ...... -- 1 1=3 I NOT TO SCALE 0 2 5 8 0 MI 141 Ak III MMM� vq All kty ISSUED / REVISED DATE DESIGN REVIEW WITHIN STREET/PAVING 011 1 1 LANDSCAPEAREA ONLY RESURFACING TO MATCH EXISTING PAVING SAWCUT SECTION. SAW CUT AT LOCATION OF JOINT A.C. EXIST. / EXISTING RESURFACING SECTION RE501' 41 6" J_7 _ 01 Ile APPROVED NATIVE BACKFILL 1 1/2"- 0" CRUSHED (COMPACTED AGGREGATE BACKFILL Z 000 (COMPACTED) NOTE* ell, Yl VERIFY ALL REQUIREMENTS W/ JURISDIc TiON PRIOR TO START OF PIPE ZONE CONSTRUCTION BEDDING 7— 4 "-0 PIPE BEDDING D PIPE ZONE MATERIAL STABILIZE SUB -GRADE AS NECESSARY PER GEOENGINEER RECOMMENDATION& NOT TO SCALE BLDG. FOOTING SEE STRUCT. PLANS FOR DIMENSIONS N ND REINFORCI AG* ,-- FILTER FABRIC 4" DIA. PERFORATED PIPE 2 f .................. NOTTO SCALE COUPLING (* SEE ALT DESIGN NOTE) METAL GRATE —RATED FOR H200 OUTLET (MATCH CONVEYANC E PIPIE D ETER) 4 " v 6" OR 8" STAND PIPE AS NOTED ON PLANS AUTOMA11C BALL DRIP VALVE 5" STORTZ CONNECTION UD TO BE "MARINE" TYPE 3 4 PLYWOOD OR 1 / " CHECKEdE STEEL PLATE LID REST WITHIN BELL OF PIPE, CUT SLOT FOR STAND PIPE, OR SPLIT STEEL PLATES, SEE DETAIL 1* C) NON -SHRINK GROUT PIPING SHALL SLOPE TO /AuTomA-nc BALL DRIP VALVE FLOW IUD IN zw INSTALL AUTOMATIC BALL DRIP VALVE err_4# MIN. 30" BELOW FINISH GRADE b-l'o 6 0 to w to '� — 0 $% "' , - o0 - 4) 4 001. 'o 606-� j kO It, NOT TO SCALE PIPE. BEDDING — 3/4 0 .. ...... .. ISSUED / REVISED DATE ORIGINAL ISSUE DATE 0 1. 17.1 il DRAWN BY JRT CHECKED BY CNH DEOSIGN REVIEW PLANT MATERIALS LISTING* BOTANICAL NAME QTY. SIZE CONDITION REMARKS NAME Existing Landscape Eamon= To Remain Typo TREES Moon Bay N.andina EXISTING Acer circinatum 6 7-8' B&B Multi - Admiration Barberry ATM Vine Maple Trunk 1 Red Sunset Maple Acer palmatum 'Sangu Kaku' 2 1 1/2', Col. B&B Coral Bark Japanese Maple R` B&B Acer rubrum 'Franksred' 6 2" Cal. % Maple Red Sunset AREA OF WORK ------ 6 8-9' B&B Chamaecyparis nootkatensis 'Green Arrow Green Arrow Cypress woman= 345 sq. ft. -7' B&B Pinus contorta 7 6 6 Otto Luyken Laurel 3 Green Arrow C)2ress ine �5 Blue Fescue Shore P J# 5 Compact Winged Euonymus SHRUBS 1 Red Sunset Maple 11 Otto Luy�en, Laurel B&B 5 Compact W*nged Euonymus Abiles lasiocarpa 2 2-3' 0 !!T Alpine Fir 3-4 Taiwan Creepi.. 5 Gal. Can 18-24 Berry @ 24" 10. C. Euonymus alatus "Compact Compact Winged Euonymus 265 sq. ft. Can -15 12 2 Gal. Fothergilla gardenill 65 sq. f to Dwarf Fothergilla 5 Otto Luyken Laurel Can 15-18 'Moon So 11 Comp,a,,,_C,_,,t Wi,ng,e,d_,Euonymus' Nandina domestitca y 5 Gal. Moon Bay Nandina 8 David Viburnum V Can 18-24 Taiwan Creeping Berry Ta*wan Creeping 2 Coral Bark Japanese Pieris 'Flame Forest' 5 Gal. loo, 105 sq. ft.* Flame Fores ieris @ 24" O.C. Berry 0 24" O.C. Maple V V 3 Otto Luyken Laurel 15-18 B&B 5 David Viburnum Prunus laurocerasus 'Otto Luyken' ........... 6 5 sq. ft. Otto Luyken Laurel 1 aple Ta*wan Creeping Vine M so Can 12-15 a 'Goldflame Spilraea japonic 2 Gal. Berr @ 24 O.C. 355 sq.ft1% 3 Flame Forest P*eris y Goldflome Spiraea ry 1 Blue Fescue 8 Adm*raton Barber Can Landscape Boulder T Viburnum dov*di 2 Gal. 3 Moon Bay Nandina yp PROPu��ED David Viburnum - - - - - - - - - - - - A, 0 ------ 3 Green Arrow Cypress IX 1 5 Little B Grass ine I $ r 2 Shore P* 1_00 BUILDIINU 'Watanabe 2 GaL Can 12-15 Viburnum plicaturn tomentosum 9 Karl Foerster Grass 3 David Viburnum Q b "I Doublefile Viburnum I U 000 t'�F 4 Otto Ljyken Laurel Dry Creek Bed Z'11 SHRUBLETS AND GRASSES 13 David Viburnum PROPOSED TRASH 3 Al p ne Fir ENCLOSURE 951 sq.ft 0* Can 10-12 Berber*s thunbergii A 5 V*ne Maple dmiration 1 Gal. 6 Goldflame SRiraea Admiration Barberry 26 Moon Bay Nanaina 5 Reldtwig Dogwood. 6 Sword Fern 2 Gal. Can 30-36 Calarnagrostis x acutiflora 'Karl Foerstert 20 Otfo--L j-y-k-en -E-aur-eTem 21 David Viburnum Taiwan Creeping Berry 0 24" O.C. 12 Otto en Laurel Karl Foerster Gross 14 Otto Luyken Laurel 5 o:3 h Pone 3 Doublefile -V*brnum 5 D a= &wow Ow 5 Blue Fescue 0-12 u 10 Doublefile Viburnum 77 Festuca glauca 'El"oh BI 1 Gal. Can Vaults- Below 'J$ Blue Fescue W/ 7,-* 5 Moon 3 Nandina 4 3 Red Sunset Maple es. 1 Red Sunset M 1 Gal. Can 10-12 Hemerocalis Stella d'Oro 4 Blue Fescue M Gr ndcover Daylilly Ta*wan Creeping onl on top. Landscape Boulder Typo I 166111114P, Berry @ 24" O.C. Bunny 1 G Can 10-12 'Little al. Penn*setum alopecuro*des Little Bunny Gross Tu rf Area Can 10 Polyst*chum muniturn 1 Gal. -12 T'e Into Ex*s ng ,;4 Sword Fern sq. f 315 .11V GROUNDCOVER & \ANES 4t 5,385 sq.ft. % A "A Existing Landscape 3 Admiration BarberEy 4 Pots Triangular MEMNON= I _j Existing Landscape Rubus pentalobus "Emerald Carpet' .14 -1 e �unny Grass To Remain Typo 4 Spaced Toiw n Creeping Berry 41 4 To Remain Typo 3 Moon B,ay",,Nand*na E3 .: 8 Comp. Winged Euonymus Landscape Rocks ------ 4* N 3-5 cuft. '00 4 4 4 .10: 4 % 4. .. -. 1 .4 * * -4 � � 't -4: - 'I - d; � .4*4 0tiVe BaSdt ol 7T ol 14 4�- 14 ..4f 0 of IR 6 A 10-.e 4, f;4 A J, 7 r*"� UU T-H 0 z ul, TH STREET NOTES Now= 1 B&B STOCK MAY BE SUBSTITUTED WITH CONTAINER STOCK OF EQUAL GRADE* 2. CONTAINER STOCK MAY BE SUBSTITUTED WITH B&B STOCK OF EQUAL GRADEO 3. PLANT MATERIAL SHALL CONFORM WITH AMERICAN STANDARD FOR NURSERY STOCK, 2 to x 2" P.T.D.F. 8'-0" Tree Stakes ANSI Z60,1, 1986 EDITION. Do Not Penetrate Root Ball. (3 Stakes 4. ALL TREES SHALL BE BRANCHED. Per Tree - One Coat Olympic Stain 5. MULCH ALL PLANTING BEDS WITH 3 MIN. LAYER OF SPECIFIED MULCH. 713 Required) 6. IN THE EVENT OF A DISCREPANCY BETWEEN THIS MATERIAL LISTING AND THE # DRAWINGS, THE � DRAWINGS SHALL GOVERN THE PLANT SPECIES AND QUANTITIES REQ. -DRAWINGS, LANDSCAPE Tree Ties/Rubber Hose �Z 12 Gau 7. IN THE EVENT OF QUESTION OR LACK OF CLARITY ON 11*14 —Wire. CONTRACTOR IS TO C G affv. SE W/ 12 GAUGE ALL LANDSCAPE ARCHITECT BEFORE PROCEEDING* Tree Wrap_ - From Ground To First TREE TIES/RUBBER HO 8. LANDSCAPE CONTRACTOR IS TO NOTIFY LANDSCAPE ARCHITECT PRIOR Branch. GALV. WIRE. TO INSTALLATION OF PLANT MATERIAL GREEN SIDE UP. 9. ADJUST PLANT LAYOUT AS REQUIRED 0 FIT IRRIGATION COVERAGE PATTERN. (3) 2X2S D.F. 3` MIN. STAKES TREATED .10. AUTOMATIC IRRIGATION WILL BE PROVIDED. Cut & Remove Bottom,Qf Wire Basket emove Burlap & -Twine From To�f W/ ONE COAT OF OLYMPIC #713 STAIN. Of Ball' After Staking. Place Top Rootball 3 Min. Above Ad acent CUT & REMOVE BOTTOM OF WIRE BASKET Finish Grade. REMOVE BURLAP & TWINE FROM TOP OF BALL AFTER STAKING. Mulch Circle Water Basin 1 1/2 min. 490 P VC 309t LONG 3/ th. LO Min. 30" Wide Bark Mulch Circle In MULCH CIRCLE WATER BASIN 1 1/2 MIN.- 1-10 Turf as. DEPTH. Backfill Soil Mixture As Specified. MIN. 24", WIDE BARK MULCI-1 CIRCLE IN ... ............. ..... .... ..... TURF AREASo --- Scarify Walls & Bottom Of Planting BACKFILL SOIL MIXTURE AS SPECIFIED. Pit. ..... Tree Root Barricade Model RB-1 8 American Drainadye Products SCARIFY WALLS & BOTTOM OF PLANTING BEIGHLEY ASEMCIATES INC. ------ As Distrubuted Horizon Inc. PIT. Set Rootball On Undisturbed Soil. LANDSCAPE ARCHITECTURE AND PLANNING SET ROOTBALL ON UNDISTURBED SOIL 12640 N.W. Cornell Road, Portland, Oregon T (503) 643-4796 FAX (503) 643-4798 JOB#: 1401 *ROOT BARRIER REQ'D. WHERE TREES ARE PLANTING PLAN x Dia. of Root Ball *ROOT BARRIER REQ'D. WHERE TREES ARE WITHIN 59-0" OF ANY CURB OR SIDEWALK WITHIN 59-0" OF ANY CURB OR SIDEWALK EDGES - MIN. 6'-0" LENGTHS REQUIRED EDGES — MIN. 6'-0" LENGTHS REQUIRED x Dia. of Root ALONG EACH SIDE OF CURB/SIDEWALK# ALONG EACH SIDE OF CURB/SIDEWALK. 0 10 20 40 TREE PLANTING DETAIL SHRUB PLANTING SIMILAR CONIFER PLANTING DETAIL NESS= 11'illiiiiim� MENEM= :5 Z. 0 . ( - ='5 TIP 1, 7u.", -a 1 4, 1 "'A � �,,'N I N 1pxp, 1, 1 �Wy W A"M", 10 ... .. ...... I S ,`3%U"E D" / R E V E D DATE 0 N PLAN PROZE L I M" I'N"A" R Y D R A W I N G S I_1 0 NJ rV A Via R", J. ��1t fY � t k ; :7,777, )#� A ....... . .. 77777,�,, 7777A, i'o'g �dN Asg I . . . . . . . . . . . 7 A MMn Al k7 N-4 00,, '02 20 777)) "m . . . . . . . . . . . It A c, All i V I Willi far 77 w 7777, T77-,'—w,,l,,, cw C% C% cw c C=) Le C= LLJ c LL Ln C C%4 cr" CIV C:) C Ld C3 row" CN room two=== c = C 0 c ANN,' IS DATE 'SUED REVISED g g,�y ORIGIN44 AL ISSOUE DATE 01.2.201 DRAWN BY 5XV CHECKED BY JB ffli 3 4 L OR PLAN A A DESIGN REVIE LUMINAIRE SCHEDULE i ion Lamp File Lumens LLF Wafts jig I »L - -1 - ARCHITECTURAL WALL 42 WATT DOUBLE FLUORESCENTfi T Oi % MAIN ! % SECONDARY GLOW S2 I T- w 1- 4 .. » IELITE LED I I I TM _LAbsolute LIGHTBARS WITH AccuLED OPTICS- TYPE ABSOLUTE PHOTOMETRY IS BASED ON CALIBRATION FACTORS T" USINGLUMEN + STANDARDSIN r GONi E WITH TEST DISTANCE OF 28.75 FEET I T- -L - 1- BL2-AP-CWB1 20 IMPACT ELITE L LUMINAIRE (2) LIGHTLIGHTBARS WITHEl -BL2.ies AccuLED OPTICS» TYPE ABSOLUTE PHOTOMETRYIS BASED ON CALIBRATION FACTORS USING_LAB LUMEN STANDARDS I GONIOPHOTOMETER WITH T DISTANCE OF 28.75 FEET ;tip 1 m�� ! N SOUTH j U I STREET ^� z �! A4t t §y `* 3 !a ,(� aA s` w° \• +: • tide y,. .) y ,W �: ► rr" °+► ,. a !11� � « k+ it ♦s N : f°ii !i w' !'{ �� +1„' '•" ,#4 j' rif ,11 i�" s� t� �� 4 ✓/fit: �, r,i,� ` .)�. ,.A y "<k .'rry .,rH ,� F �. h � A` �i i iM r l ♦p f ✓, '!. ; ' „;� t " �" ri •; :r. °A. ^r, •t a J'a aw .;A: :M xi aJ ;r% .i/ ��•� ki 1.; a1, it t is r r ,:•' t s� °i ;: r ` ,, �.,. ,A A �d ,/•, "/', o, f N .!• 1 �` ,4. .1r "M. M e� _.: s ♦ a �; s"�{, *:. J� �i' >�, 'x��, s f: i ,/� Sf.c ,A N ,pq ".h '"� i'Y 'Jt „► >h ;h J4 A. ,, f ;k�+ Mi >Yl ,F`.,. � .,r�,: c ,� tut , `, ;av yar, .f"• :19, >, ,. ;wt ;, a `w, ,4•s^ /4. `�; kR. tine yA A 's+V, °�':. 1.. ^.e . .,,.. .,.,. , ;.,•s ".,?, ,.y �_' ;A t ..I s^.. ,./ >wA1. .,1 ,....K.. •,r, =. r.. ,. ,« + A:' „wr' 'r'' ri•: ti .r.. w ,i{ t MO4!,.♦a'�:,fg /;t. i:` "lot' I Mj n, r /ya ?r ! �M i�I ��Ilr I Ar 5�yr, )I, ... A A .® d ' 4. SOUTH 320TH STREET LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp IST-B02-LED-E1- IMPACT ELITE LED S2E 5 gL2-AP-CWB120 LLUMINAIRE GHTBARS%)ITH AccuLED OPTICS -TYPE 2 ABSOLUTE PHOTOMETRY IS BASED ON CALIBRATION FACTORS CREATED USING LAB LUMEN STANDARDS IN GONIOPHOTOMETER WITH TEST DISTANCE OF 28.75 FEET z w CL o W cn W > LLJ _I CD z Z 0 ,Q w J low== � m J ,Q cn OC 00 U ' W � Uj J LU W o 1- O cn a. l , 1 : i , 4 , t , e a �i Ili �; � � ;, t f 1 �,% � ^ •a � ,,,. r I s d. I i f 1 ZONING FLOOR PLAN MINIMUM,= 11,11,11�llill x0l, I'll�ill'ill 11l, 11,11 SCALE: 1/8"=1I-0° ID: a -el wq EQUIPMENT SCREENING LINE 0"F SIGHT SCALE: 1 /8"=19 03$ ID: a—el.dwg i0-''"+ x i a 3iC 1 " Y 4 j y V 1 I f i CL !� t z PEDESTRIAN PLAZA 256 F � 0 w 1 LO G/ f f n P 1 co i + x 4 a i f' i w `w.../ S S a � i w � r 1 t i s i i y 1 l I z t .r ZONING REQUIREMENTS PEDESTRIAN PLAZA REQUIREMENTS: REQUIRED PROVIDED 200 SF 256 SF GLAZING REQUIREMENTS: REQUIRED (40%) PROVIDED SOUTH (125 LF): 50 LF 50 LF BUILDING FACADE. MODULATION &SCREENING OPTIONS: CANOPIES REQUIRED (50%) PROVIDED WEST (81.33 LF): 40.66 LF 40.66 LF SOUTH (125 LF): 62.5 LF 75 LF EAST (80 LF): 40 LF 58.66 LF Sl,s? s4 4 r j 1 t •. k t 7 4� sLbset � F i'+� Y riY 1 i {1 �r f P 1 ,Ru i, tt., .s") 1, m+h ., •_ t Y2 3aL, ✓��%siN, � * YL 4 t k� tr ��trc 4 ¢ rt {u ty�J Un 9 11 N k J qY7 tieSO yX^ 4 r',b k'2beS uudf* D�. i J,s�e {x3 ar 4v�e1 `�"'{4 frees � V {4 �J ftk �Syt>y y 2013 Baysinger Partners Architecture P This document, and the ideas and designs incorporated herein is are Instrument of service of Baysinger Partners Architecture PC. Baaysinger Partners Architecture PC retains all low, statuat+ory and other reserved rights, Including copyright thereto. This document shall not be used in whale or in part for any other project without the written authorization of Boysinger Partners Architecture PC. ISSUED REVISED DATE y R 4 ";AL ISSUE DATE01.24.2014 s it AWN �� MV ,CHECKED S�' t stali r; "'' ► r �a �4 ?,,,,.,,�r,,11„?t•,ra,,,,a it,;;��.�a4i'at4'„dtitls;~4s�€u�`f,,,�„sr'<, a.,,r�.*x;�,<f,rr.lfi�;4,'�}a„yt;;.x➢'+rut..,fi¢ra,',ea..�tk=,r�n.2,,,d.�s}�6�4'!G:,z!� ZONING PLAN e 4j rj tk �r hF � ;t y i REVIEW � � *� M 0- BFF T LOADING MI EXTERIOR BUILDING FACADE BEYOND ADJACENT LANDSCAPE PLANTER WITH POURED CONCRETE CURB w400-----STONE VENEER TO MATCH ADJACENT WALL 16 1) x8,,x8" REINFORCED CONCRETE BLOCK SIDE AND REAR WALLS WITH SOLID PRE —CAST CONCRETE CAP 4 it x6" CONC FILLED STEEL TUBE GATE POSTS WITH C3) HEAVY DUTY HINGES GALVANIZED BOX RIB DECKING IN 3" GALVANIZED STEEL FRAME WITH 12'-0" CLEAR OPENING STUCCO FINISH TO MATCH ADJACENT WALL T/CMU WALL 41' AFF 7 INTERIOR F 1 ° '3t-8 3 /4" AFF 8 GA___ i ! AFC GRADE 0 01) AF GALVANIZED LATCH BOLT RECESSED IN PAVEMENT 2 ADJACENT STAIR & RAILING ENLARGED TRASH, ENC""LOSURE ELEVATION I Tr %41 NOK I H LLtVA I IUN iCALE.- ID: a—eld - SCALE: 1/8 ID: a-el.dWg EST ELEVATIOINm SCALE: 1/8 it=V- ID: a—el.d*q I FE_ 25 T CORN UJ Z _J UJ CL 0 BAYS I N, Zl� N gal p. ............ ............ ............ ............ ............ ............ ............ ............ ............ V. ......... . a ,VP Gp V 4 ;777777777 N N'111111111111111111111 ........... '11A 'Ak 411 ........... 'a 77 y5l X, "014 IMAIN RE v E W,10 NV St p4 .......... fiY Pik tE 4 4*1 t ur . . . . . . . . . . I @ 2013 Boysinger Partners Architecture P(: This document, and the Ideas and designs incorporated herein is a" instrument of service of Boysinger Partners Architecture PC. Baysinger Partners Architecture PC retains oil ow, s a ua or including copyright thereto. This documen shall not be used In whole or In port for any other project without the written authorization of Saysinger Partners Architecture PC- nfpq ISSUED REVIIS"ED DATE ,J t :SIGN REVIEW SCALE- 1/4 ID, o-el.dwg 1 EXISTING' SHOPS Y LAIN' S, F3 EXISTING RETAILS ,,�iP " 9 P V J 'I, ♦ 9 4 A AREA 'V/ VY �1w/# PERIMETER OF EXISTING o a w w w v �s •a a w w 4i y w'- b I PROPOSED TRASH+�p# ♦' w v w �+ p ENCLOSURE-- n Y Y +r ♦ w V� # 4 � XI TIN G w ■ ■ EXISTING�< LATM EXISTING TRUCK WITH HYDRANT EXISTING TELEPHONE EXISTING-/ "-- UTILITY' FAULT PANEL EXISTING FIRE TURNING RADII X TELEPHONE HYDRANT JUNCTION SOX mammaMamma i T ill 1 190milli' 111111,1111 And 1 aww SOUTH 320TH STREET ra i' V a� fi 1 A 5,. d ... P.. itbi•7 ,t !� V p;r- of 9 n 7 d b i i 1 a CN ® 1 Cn Ln Ln IA0 j kyp# 1 i dAln cm 04 I�I i r t i 2641 REGISTERED ARCHITECT a � RY R . BA, I i'g.� E ATE OF WASHI GTON 2014 Saysinger Partners Architecture This document, and the ideas and designs ,! incorporated herein is an instrurnent of service of Elaysenger partners Architecture. Eloysinger partners .Architecture retains all law, statuatory and other reserved rights, including copyright thereto. This document shall not be used in whole or in part for any other project without the written authorization 0 Bacaysingor Partners Architecture. 1 S S UE 1r)" / R" E ly" I S E a 1)" Steel Labe ISSUE 03.12.2014 S 314TH S arc DRAWN BY FG CHECKED> Slit PLAN RL,l T V) S �t� 4,4" lci 01 as � rs ,tu .Nnau.%w. MA n CN to CNI Y'} e V1U'0*%1N1T%T'*. MAP SCALE. NOT TO SCALE r ID: a—sp rLAN KEVIEW 1 i A ii�il!l��iiii�'�iii��,ii�m=l�ill; lill I all, i EXISTING PARKING 29$-490 10�4 17 $_0$1 All 15$-8$$ V- 4� cp� R 3 — 0 + le �Nje 3 —0" HOLD 0' 0, 4" 00 Ld ,.40 V PROPOSED PLANTER 'j" 1369sf cr) EXISTING--N,,,,, Nto PARKING 17'-0" TYP 0 U- I > 4-4y LLJ _j 0 Ld z 0 < '4., AI, (0 V) Nit, Q, 0 V) Al x LA 0 141� 0I Lo NJ/ N- ,S, 'R 0 TYP V% I NI,, .j 40 NX N, I app 0,. N10, NiPROPOSED,�� Nil LO ,,'PLANTER 395sf .1- �Jf cr) . .... I .... N7 rxzmv.*9mw===x== +4 LO NY V-10 LO 8'— 0" TYP 4/ PROPOSED PLANTER 463sf N11 Ni,, L 19 9 —0 90 0 o", 'j" "I'. N1,e 0 0 35' DELIVERY TRUCK WITH TURNING RADII I PROPOSED EGRESS EXIT 8" DIA. X 4'-0" BOLLARD, SEE 2/A501 I CONCRETE STAIRS, SEE 1 /A501 i E� I mmb_b�_l 11mook-05ml 0 . .......... .. CN f%.10 40 N., 1 Nk CO PROPOSED PLANTER AT 58— 11 3/4" EXISTING DRIVE —UP ATM 94 —7 1/4 $0 344sf 125 $ —0 99$-0" (11) 9$-0" SPACES 9 0 8 0 9 $_0$$ 24-3 1/4" PERIMETER OF EXISTING BUILDING TO BE REMOVED PROPOSED PLANTER 344sf F A PROPOSED CONCRETE WALK 2-0 OVERHANG 10* L7- (2) PROPOSED ACCESSIBLE PARKING SPACES AND RAMPS PER CIVIL, SIGNAGE PER DETAIL 10/A502 BIKE RACK, SEE DETAIL 9/A502, TYP. 0 0 Q) LO L! PROPOSED -PLANTER 106sf 91-7 1/4 10 6 PROPOSED ENTRY 00 _pE ESTRIAN PLAZA 256 SF P R 0 P u" S E Lr-*')" B U I L D 11N' 1 O�000 SF S__ N,00.v PROPOSED PLANTER 194sf lj,� lsl�ll A�� N'o 125 0 Ae PROPOSED DOCK AND ACCESS PROPOSED DOOR WITH STAIR CANOPY, TYP 4 4 4% 0 0" (\/1, F) V) a_ (0 00 r. INN, NA? Nt" Nfe N11 't, 0 Q, NI, 4, 'j Nit, Ni,, —0, -------- ........ . 'A" NL� 141 Ilk _1V IN" P 7,p "II, J., J'I 4.1 NI, -,I., 41, 111, i � 0— 1 Nte N14' 4/ \1 O.P., 14/ Np .44 '4. , 4" & 76 1� 1, 0, j ,I,, 41� !III A "I". Nt Nk -4/ 4" —3 1 pdo li'l -4" It y", 30 /z 110 ; Nj? Ile 0.� + %�o \4, q.. - ;': 100� Ilk V 10 Nj,� "j" Nj,� _1_____ �P IJe Ni" 41 �do Nto N", 1�1 %IV _4 I Ilo 1xv Q. Q% 4, < ,je %je v— Al. NL�r NV 4v l,P *411 co IV A. I,;" Nk NJ- 'No 0/ 'j., J� 'j, "Ji 'jl l.V FOUR STEPS It" "j, AND RAMP PROPOSED 0% ,,,Y %J, I Qe� �i �m Nil, 4- N�, 'j,, 0 0 SEE 1 /A501 'te N�� + PLANTER I'll. NJ,.- "Ll + "t, 1 1, 1 1!;1 �0 q0 co 5462sf It, III. I!" n 19% U X%� 411 "to 'jo j, Nil. NJ, sjo 'j" -Ni,, 4,_ 'j, Nif, ie 0 0" I NP to Nl/ ft '417 '.'%" �11* jo 0) It, -to 0 NJ/ IN/ 'Je EXISTING PARKIN I liv. V NI, I 'j" j" Nip, Av EXISTING PARKING sl1v 0" Af, ,J,. �11/ j" le N�, 4�- \J, 4f PROPOSED �o 1p 41 �,Is 4. 10 .4, *V1 4e �1 IV 'j", q I 'It" Q,, Nje N!" "jo '41 �'t, -,to N,;" PLANTER %J" I'll III �,tf �I/ \1,' st". IN, j, t�, 323sf 141 N!", I,- J/ NJI, "J" X" 4 masimmomm aussummallm 4,1 1 ahmmosammm I I Nqmmmmmmm= 1"I"I Fm=-dmmmrjm=-�, I I sammmammmiffia I 161p-9 1/2" 19$-4 1/40$ Ae <i 6L' NORTH ENLA`RG`%ED SITE PLAN El SCALE: I 10 Q, a—sp 4 4 4 Y '4 d J AV A N`11 -4- -A 4 q lei Y. N/ J A Y Y 14 ed 4i .1 1 f � . 4 1 41 _f 4 4 4 % A F < 7", I V0" get IT, 7R SAIMI to 2641 REGISTERED ARC H ITECT A RRY R, 13AY. G V STATE OF WAS INGT ORIGINAL ISSUE DATE 031,012.2014' DRAWN BY MAV CHECKED BY JB ENLARGED SITE PLAN , "i M A [v? TY E � ERAL. VVAY ("N' D PLAN REVIEW E= E-==-3 \J, 4, 25$-0"*4 STOREFR,Ok' INT, 25 0' STO'EFRO"T AS -ATH QAN(lf IA]ITW, rNA-kJn,,OV Ee%UlPh 'ENT :E3Cr**`EEN1NG LINE OF SIGHT M K SCALE: 1 /0'0"--1'-0" ID: ci-eldWg .o� NJ, 1'777777 n 0,101MmMM, �Xr"'A o", A T, "".1, 1,44, C=D Ln U. Ln 01% Ln CN 2641 REGISTERED ARCHITECT WO) MYTIM I I 10 N @ 2014 Baysinger Partners Architecture This document, and the ideas and designs incorporated herein is an instrument of service of Boysinger Partners Architecture. Boysinger Partners Architecture retains all law, statuatory and other reserved rights, including copyright thereto. This document shall not be used in whole or in part for any other project without the written authorization of Baysinger Partners Architecture. ISSUED REVISED DATE ORIGINAL ISSUE DATE 03.12.2014 DRAWN BY MAV CHECKED BY JB MEN= SIGHT LINE D I A,,,,,,, RAM �,g n V% k"O WAY PLAN REVIEW SCALE: 1/8 11); a-fp NORTH NOW: (2) LAYERS OF MOISTURE BARRIER WRAP INSTALLE), PERPENDICULAR TO EACH *TWPPI, METAL LATHt PER STONE MANUFACTURER ADHESIVE,, PER STONE MANUFACTURER STONE, PER MANUFACTURER 'ENEE'% "YSTEM A L T` "" , '', � TYP I u* �i UN E V� N �i low .11,011PROPM SCALE: 50-11-00 ID: AM (2) LAYERS OF MOISTURE BARRIER WRAP INSTALLED PERPENDICULAR TO EACH NQIE;, OTHER SEE ASSEMBLY TYPE FOR WALL RAINSCREEN DRAINAGE MAT CONSTRUCTION --------------------- --------- 11101 61 kl� #I 1� '_ % If 9"% A 16 1 1 1 A &-% 5 XF' S S tA �DN ')AK EIFS STUCCO SYSTEM SELF —FURRING LATH OVER STUCCO BASE COATI, SEE SPECIFICATIONS PAINTED STUCCO FINISH bybTE C AL TU C 0 TY" 1 0;* SCALE: 3 0, MW h, I TYPE iN,OTES 1. USE TWO LAYERS OF TYVEK OR EQUAL MOISTURE BARRIER WRA LAY EACH LAYER PERPENDICULAR TO THE OTHER 2. 5/8" GWB TO DECKING. LEVEL 5 FINISH 3. NO GAUGE EQUI\/ALENT STUDS WILL BE ACCEPTED �IJALL ASb"EMBLY INOT,'E'S. SCALE: 1 1/2*"=l —0 Q4 Al 12 FIVISM e—�FACE OF STUCCO FINISi 6" STUD PER STRUCTURAL 6 STUD PER STRUCTURAL '1 ".77' I 60$ STUD PER STRUCTURAL 0 1 41 0 F- Z V) STUD PER STRUCTURAL PARAPET WALL PANELS AND ROOFING 13ENEATH p, MTL STUD 7PER AtititF145LT TYPE, TYP'. SEE DETAIL 12/A111 5 /8 #0 G W13 r.% A^ r-tA-r-r IIKIIL-ill AT1f)Kl rLYWOOD SHEATHINGs PER STRUCTURAL TUD PER ASSEMBLY TYPE3 TYP. SEE DETAIL 12/A111 5/811 GWB R-19 BATT INSULATION PLYWOOD SHEATHING, PER STRUCTURAL MTL STUD PER ASSEMBLY TYPE, TYP. SEE DETAIL 16/A111 PARAPET WALL PANELS AND ROOFING BENEATH PLYWOOD SHEATHING, PER STRUCTURAL, 5/8" ON PARAPET IF NON SPECIFIE SEMBLIE�; A A 11,ALL A�";' Now 114 4# r% C LE: 1 1/2 =1 —U ID: A112 PLYWOOD SHEATHING, PER STRUCTURAL MTL STUD PER ASSEMBLY TYPE, TYP. SEE DETAIL 12/A111 5/8" G)NB rn -in MATT 1KICIll ATION] PLYWOOD SHEATHING, PER STRUCTURAL MTL STUD PER ASSEMBLY TYPE, TYP. SEE DETAIL 12/Al 11 5/8" GWB r3 In MATT IKIQI 11 LTION PLYWOOD SHEATHING, PER STRUCTURAL MTL STUD PER ASSEMBLY TYPEs TYP. SEE DETAIL 16/Al 11 7. A .1 4W 77 WAX' 1""T cft4 0*4 a C" LM Ln 0 U. 0*4 c') C4 4c:r, C:) Cn Ln Cq 2641 REGISTERED ARCHITECT Way @ 2014 Baysinger Partners Architecture This document, and the ideas and designs incorporated herein is an instrument of service of Daysinger Partners Architecture- Blaysinger Partners Architecture retains all low, statuatory and other reserved rights, including copyright thereto. This document shall not be used in whole or in part for any other project without the written authorization of Boysinger Partners Architecture. ORIGINAL ISSUE DATE 03.12.2014 DRAWN BY SCV CHECKED BY JB -'o-mr-m �-r-'v' "T" "'N"!, 177'1, IL U, M A R 2,'� 1A 'A FEDEv J_ " i CDS 114��E EXTERIOR BUILDING FACADE BEYOND ADJACENT LANDSCAPE PLANTER WITH POURED CONCRETE CURB STONE VENEER TO MATCH ADJACENT WALL 16 to x8"x8" REINFORCED CONCRETE BLOCK SIDE AND WITH SOLID PRE —CAST CONCRETE CAP SEE DETAIL 1 4 so x6 of CONIC FILLED STEEL TUBE GATE POSTS WITH (3) HEAVY DUTY HINGES GALVANIZED BOX RIB DECKING IN 3" GALVANIZED STEEL FRAME WITH 12'-0" CLEAR OPENING STUCCO FINISH TO MATCH ADJACENT WALL T/ U LALL 'ov If -7 —j" '_W SCALE,- 1/4"=1'-0" ID: a—el.dWg .0� 6 E A F 3/A 11 &19 t U4 SOUTH ELEVATION, SCALE: ID: a—el,ftq WEST ELEVATION SCALE: 1/8"=V-0" ID: a—el,ftg 4 3 y A311 V .00� ..W 1%L le-11-1 'OF 1%L 2 2 1 3 10 11 1�) JL W6 L__ R W I NMI! 2 A311 A311 TXCORNICE BEYO �28�— 0"" AFF J T/QORNICE+ ZA N 3 3 _017 AFF 100A 9 2 2 2 25 T COR 2Y— 41:1 AF — -- ------- T/ B%NOPY EVEAL g gig:�11�' 1 14 0" AFF T EVEAL q= FF T/STOK BASE 4' AFF F I 11SHED FL10-0 MEN= 0— A NEW 2) 4 0 A (16) 10 B 2 9 R "'I"" (J Et /_'T_yl�p 9 ,I 4�41'1111.1r� A501 J 1:31 JON.. TYP U4 BEYOND Q4) 6 3 01 A31 2 2 2 B 0 3 T CORNICE 8 - EYQ0_ D 257-n" AFF* VC-ORNIC AF 22 _4" T OPY ,�LEAL 14 �O AFF - ------ - - _T /RE VEAL# 0- TZS,12LE BASE AFF 47-0'* Fl. ISHED FLOO T RETAI I G, 0-67" BFF T LOADING DOCK# L 4-0" BFF 8 9 n14- 4 "'I" In 011 "W" x" '�v N' N AMR V, 2% �7' 'q�� . . . . . . . . . . . . . . . . . 141� 777", R X10W, W W. MiMA, t_ AR", 2641 REGISTERED ARCHITECT W �-,E-R�Y R. 13, S, IG R STATE OF W §`H GTON 2014 Boysinger Partners Architecture This document, and the ideas and designs incorporated herein is an instrument of service of Boysinger Partners Architecture. Baysinger Partners Architecture retains all low, statuatory and other reserved rights, including copyright thereto. This document shall not be used in whole or in part for any other project without the written authorization of Baysinger Partners Architecture. LOW*) ORIGINAL ISWE DATE 03.12.201 DRAWN BY FG CHECKED BY M ELEVATI NS A IN'��Vw'k F 'J'! uo Ji.,f"'Y Ou" FE�"" 4 PLAN REVIEW MEANING 6 Otto Lu 5 Blue Fescue 1 Red Sunset Maple 5 Compact Winged Euonyrnus alwan Creepin Berry @ 24" O.C. ---------- -- 7 David Viburnum 240 Taiwan Creeping Berr 2 Shore Pine 13 Otto Luyken Laurel 7 Doublefile Viburnum- 3 Red Sunset Maple 4 Blue Fescue Landscar)e Boulder T � _STA N "Oi I IN Y 4 MEN= Existing Landscape mass== To Remain Typ. 7 Moon Bay Nandina 27 Admiration Barberry 1 Red Sunset MaDl e' �n 04 AREA OF WORK 345 sq. ft. 3 Blue Fescue 3 Green Arrow Cypress 5 Compact Winged Euonymus- 45 Taiwan Creeping Berry @ 24" O.C.j 11 Otto Luyken Laurel X/*', 7, 365 sq. f t. 66 Taiwan Creeping Berry @ Moon Ba _Ncw44nG— 24 0. C — �.X.,: ti`�1-11121M� y 38 Taiwan Creeping 2 Co ral Bark Japanese 100 sq. f t. Rp.rry 0 94" 0_r.� kAnnin �\Vwwr- MEMM EM, 2 x Dia. of Ro( CONIFER PLANTING DETAIL 0 215 sq.ft, ,,,,%�jjjjj 41 11 Otto Luyken Laurel 5 Blue Fescue 5 Moon I 'bay Nandina 50 Taiwan Creeping Berry @ 24 TREE TIES/RUBBER HOSE,W/ 12 GAUGE GALV. WIRE. (3) 2X2'S D.F. Sp MIN. STAKES TREATED W7_0NE COAT OF OLYMPIC #713 STAIN. CUT & REMOVE BOTTOM OF WIRE BASKET REMOVE BURLAP & TWINE FROM TOP OF BALL AFTER STAKING. 30" LONG 3Z4 PVC MULCH CIRCLE WATER BASIN 1 1/2" MIN. DEPTH. MIN. 24" WIDE BARK MULCH CIRCLE IN TURF AREAS. BACKFILL SOIL MIXTURE AS SPECIFIED. SCARIFY WALLS & BOTTOM OF PLANTING PIT. SET ROOTBALL ON UNDISTURBED SOIL *ROOT BARRIER REQD. WHERE TREES ARE WITHIN 5'-0" OF ANY CURB OR SIDEWALK EDGES — MIN. 6'-0" LENGTHS REQUIRED ALONG EACH SIDE OF CURB/SIDEWALK. moons= MIN union= PLANT MATERIALS LISTING: ---- - -- ----- BOTANICAL NAME QTY. SIZE CONDITION REMARKS COMMON NAME TREES Acer circinaturn 6 7-8' B&B Multi — Vine Maple Trunk Acer palmaturn 'Sangu Kaku 2 1 1/2" Cal. B&B Coral Bark Japanese Maple Acer rubrum "Franksred' 6 2" Cal. B&B Red Sunset Maple 0, Chamaecyparis nootkatensis 'Green Arrow' 6 8-9' B&B Green Arrow Cypress Pinus contorta 7 6-7 B&B Shore Pine SHRUBS Abies lasiocarpa 2 2-3*4 B&B Alpine Fir 1 3-4" Cornus stolonifera 5 5 Gal. Can 18-24 Redtwig Dogwood Euonymus alatus 'Compact' 26 5 Gal. Can 18-24 Compact Winged Euonymus r Fothergilla gardenii 6 2 Gal. Can 12-15 Dwarf Fothergilla Nandina domestica 'Moon Bay$ 46 5 Gal. Can 15-18 Moon Bay Nandina Pieris 'Flame Forest' 3 5 Gal. Can 18-24 Flame Forest Pieris Prunus laurocerasus 'Otto Luyken' 63 15-18 B&B Otto Luyken Laurel Viburnum davidi 48 2 Gal. Can 12-15 David Viburnum Viburnum plicaturn tomentosurn 'Watanabe' 10 2 Gal. Can 12-15 Doublefile Viburnum SHRUBLETS AND GRASSES - - -------- Berberis thunbergilil 'Admiration' 38 1 Gal. Can 10-12 10 0 Admiration Barberry Calarnagrostis x acutiflora 'Karl Foerster' 7 2 Gal. Can 30-36 Karl Foerster Grass Festuca glauca 'Elijah Blue' 18 1 Gal. Can 10-12 $$ Blue Fescue Hemerocalis Stella d'Oro 10 1 Gal. Can 10-12 DaYlily Pennilsetum alopecuroides 'Little Bunny 5 1 Cal. Can 10-12 Little Bunny Grass Pol tichum muniturn ys 6 1 Gal. Can 10-12 a p e Sword Fern GROUNDCOVER & VINES .4 .4 4. 14 Rubus pentalobus 'Emerald Carpet' 1s089 4 Pots Triangular Taiwan Creeping Berry Spaced Native Basalt 41 3-5 cu.ft. 10 RAINGARDEN PLANT MATERIALS LISTING. �N 1V wo,� 77, 77,111,11",",", 77-11", 77-11", 7- Y k I EXIS IING SHOPS EXIST11 G RETAILS "N 0.00, 0100 00000 oel ",00 >110 j Alt .4. 4 _j V, A EXISTING am== ONO= own== 00MM own= mom= emsom gaumm an== as$= =061146*10 MWAM now"a 4 EXISTING ATM V qF 10 1 V V W 0 W 0 4. 10I , r, , - AREA OF WORK XISTI� G 3R0 PERIMETER OF EXISTING UNDERI U D BUILDING TO BE REMOVED UTILIT"Y VAULT 4 0 4 4 V 40 4 0, 4 ` U19 F_ . . ... ......... 0 q 10 W I o4 r —.01 10 4 PROPOSED + 4 4 PR OSED W W 0 11% Oftil 10 V V 0 PROPOSED W 1% r 0 V . A It �4 TRASH + 40,* ENCLOSURE It W V V, + n --amp— co EIII ik V W 0 0 W '0 * * 4 1& 11. It �01 �9f- III71tv 17 44 0 Is V W 10 41 -4 4 n W V 0 4 '0 1 ff * , , - �, XI ST.. G 0 1 '11, 0 1 + V I v IV W 91 4 a W V 4 r V 10 + UNDERGROUND U11LITY VAULT .'BUILDING & LANDSCAPE 181'-8" (100%)�%'+',' W 0 + 'V W 01 4 1 'V I W W t 4 V 11 0 40 V V W V 0 0 V V q IV 4 41 0 4 V V W fo W V V 41 rot 4 + V 0 41, .4 IF 'AREA OF WORK 181'— 8 --w%%- —, ##*V V* � I . __ I at*,. x I. A a + V 0 '11, V 1% 0 V a- a. 14 0" V 0. 0 4 1, V 4, 0 v 4 'r 't a V 4 4 q, V V V 0 4 + fe I v W _T L—EXISTING SIGN N 8801631" W 791.91' MISTING EXISTIN TO BE REMOVED LIGHT POLE LIGHT POLE 0 N 4e - A �e, - 120 35' DELIVERY—/- EXISTING FIRE EXISTING UNDERGROUND EXISTING TELEPHON EXISTING—/ EXISTING FIREJ TR U CK WI TH HYDRANT UTILITY VAULT PANEL BOX TELEPHONE HYDRANT TURNING RADII JUNCTION BOX SOUTH 320TH STREET 8� Won= mom= now= one= Guam moon= gave= ones= Won= imomm Won= =man SIMM no= =men 1 gain= man== MON== mossl= tiITE P"IAN Al 01 10 SCALE.- 1 0�30,—O" IN a—sp I I TE CALCULATIONS SIT PAEKINGS LANQ5QAEE-4_. TOTAL AREA: 701s057 SF (16.0941 ACRES) EXISTING PARKINQ, 722 (21 AD A) INTERIOR LANDSCAPE 4 AREA OF WORK# 37,894 SF (869 ACRES) REMOVED PARKING.- — 39 (2 ADA) 20 SF X 33 PROPOSED SPACES — 660 SF MIN. EXISTING BUILDING AREA: PROPOSED DEMO BUILDING AREA% 162o451 SF —81653 SF ADDED PARKING. PROPOSED PARKING: +33 (2 716 (21 ADA) AD A) "*7 1—T PROPOSED INTERIOR LANDSCAPE F EXISTING BUILDING SETBACK#- 67$-4#1 TOTAL PROPOSED LANDSCAPE 9s3 6 SF REMAINING BUILDING AREA- 1649044 SF USE EXISTING PROE,OSEQ_ PROPOSED NEW BUILDING AREA#- 101 000 SF RESTAURANT 1/300. 19s766 SF..I 98 11*113 SF�112 PROPOSED BUILDING SETBACK: 11 40 —off RETAIL/BANK 1 /100* 155j192 SF-518 165o192 SF-551 PROPOSED NEW TOTAL BUILDING AREA# ligi I 1649044 SF 0 TOTAL. 716 MIN. SPACES 663 MIN. SPACES Oil 4 M A� ft Aff ot MAP SCALE: NOT TO SCALE D a-sp * i ERED ARCHITECT RY R. BXYS I N E TE OF WAS��TON 2014 Baysinger Partners Architecture This document, and the ideas and designs incorporated herein is an instrument of service of Saysinger Partners Architecture. Boysinger Partners Architecture retains all low, statuatory and other reserved rights, including copyright thereto. This document shall not be used in whole or in part for any other Proiect without the written authorization of Baysinger Partners Architecture. UKIVIIIIIIIAL 133M UAIC U3. I Z.Lu I q SITE PLAN I"I n i'V", A a on Adak M Arm afts PLAN KEVIEW 00,51 YIN' YT "47777 U4,571"v"1111 'N,77. iN, 14: "On Md, w" MM �Wj AV, 4'1,1� I—Pj V ...................... V� 7� 61 7M, W—W tj MW P la, 54, ;4U, M,I iP NW! gl JWW A -,K-77 V 1-M F VM P0410041 Q WMAW, 10 W, 2641 REGISTERED ARCHITECT RRY R. 6AY�M�,R,/, S TAT, E OF WASHill"11" Ty"WAVIF F-UNIMITTI rignis, including copyright thereto. 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"S41,F f r a t i71 �Wi sYaYv; yy ktP3p t�fiY §4kY}$,gY Y + S ,, �� x"•. 3i? x`M1I� akf, Y'S � P i t' � ! h `:a ¢ 4! sx k# $ v!x bv:r^;n .:ai., �`r''�LCt "�•f 4 s f MIND�tSi�,t', s'="SA):�';fi�,'a"�..s VA 2641 REGISTERED RNISIII MM■ ARCHITECT t @ 2014 Baysinger Partners Architecture This document, and the ideas and designs incorporated herein is an instrument of service of Baaysinger Partners Architecture_ w Boysinger Partners Architecture retrains all law, sta-tuaatory and other reserved rights, including copyright thereto_ This document shall not he used in whole or in part for any other project without the written authorization of Baysinger Partners Architecture. NZIN ISSUED REVISED DATE ORIGINAL ISSUE I i 1 i •1; a. I s i I I, I i DATE 03.12.2014 DRAWN BY MAV CHECKED BY JB D I { i j { 1 t. .. ....... . ..... . . ...... ... yy,{aii3 >„tY Aa a}a}Vt qlagaa jgqppgg { t� 4 b ' MA - ti b;t ii"O`y'}; q1 M1)f �$'� • + { D.E of t"vA < ,r AYPLAN REVIEW CDS t) 0 10-2 &a M # Mu ; , In i :' I k M FLU"**'OR PLAN SCALE.- 1/80-1 -0 ID: a-fp NORTH NOTF. (2) LAYERS OF MOISTURE BARRIER WRAP INSTALLED PERPENDICULAR TO EACH OTWER METAL LATH, PER STONE MANUFACTURER ADHESIVE, PER STONE MANUFACTURER STONE, PER MANUFACTURER TYPICAL STONE VENEER SYSTEM _Ng - (2) LAYERS OF MOISTURE BARRIER WRAP INSTALLED PERPENDICULAR TO EACH OTHER \_ I" R-5 XPS INSULATION BOARD EIFS STUCCO SYSTEM: S —FURRING LATH OVER Eff� STUCCO BASE COAT, SEE SPECIFICATIONS PAINTED STUCCO FINISH TYPICAL STUCCO SYSTEM SCALE: 3"4-0- ID: AM h I WALL. TYPE INOTE�S_"' 1. USE TWO LAYERS OF TYVEK OR EQUAL MOISTURE BARRIER WRA LAY EACH LAYER PERPENDICULAR TO THE OTHER 2. 5/8$' GWB TO DECKING. LEVEL 6 FINISH 30 NO GAUGE EQUIVALENT STUDS WILL BE ACCEPTED 7 7 7 Z SCALE4 A All 2 1447CORTI'm !' l PARAPET WALL PANELS AND ROOFING BENEATH ACE OF FRAMING PLYWOOD SHEATHING, PER STRUCTURAL 5/8" ON PARAPET T NON SPECIFIEq -Z'-FACE OF STUCCO FINISH A 6" STUD PER STRUCTURAL 30 M k D'STUD PER STRUCTURAL , 6 —1 R" q_THn PAR STRUCTURAL MTL STUD PER ASSEMBLY TYPE, TYP. SEE DETAIL 12/A111 5/8" GWB r11 4 n m A TT 1k1Q1 11 ATIOM PLYWOOD SHEATHINGs PER STRUCTURALI MTL STUD PER ASSEMBLY TYPE, TYP. SEE DETAIL 12/4111 4,"�ALL ASSEMBLIE3" SCALE- 1 1/2"IU�U�V-0" 4 11): All 2 5/489P GWE3 r1l 4n MA-r-r ikicill ATIOM PLYWOOD SHEATHINGs PER STRUCTURAL,4. MTL STUD PER ASSEMBLY TYPEs TYP. fi SEE DETAIL 16/A111 PARAPET WALL PANELS AND ROOFING BENEATH PLYWOOD SHEATHINGs PER STRUCTURAL,i 5/8" ON PARAPET IF NON SPECI PLYWOOD SHEATHING, PER STRUCTURAL MTL STUD PER ASSEMBLY TYPE, TYP. SEE DETAIL 12/A111 5 /8 " GWE3 D-10 MATT lMql 11 &TIONI PLYWOOD SHEATHING, PER STRUCTURAL MTL STUD PER ASSEMBLY TYPE, TYP. SEE DETAIL 12/A111 5/8" GWB c3_____ 10 MATT Ili qiii &TinN PLYWOOD SHEATHING,, PER STRUCTURAL MTL STUD PER ASSEMBLY TYPE, TYP. SEE DETAIL 16/A111 d. 1 Cn O C" C= Ln Ln LJJ C3 4= C**4 04 C%4 2641 REGISTERED ARCHITECT C 2014 Baysinger Partners Architecture This document, and the ideas and designs incorporated herein is an instrument of service of Saysinger Partners Architecture. Boysinger Partners Architecture retains all low, statuatory and other reserved rights, including copyright thereto. This document shall not be used in whole or in part for any other project without the written authorization of Boysinger Partners Architecture. 11 IN 1 201 ISSUED / REVISED DATE ORIGINAL ISSUE DATE 03.12.2014 DRAWN BY SCV CHECKED BY J1 M_ 'T_7.�:%��11111 n r% r% E M LUUK r[AN E!, V LSUBM, E D MA ' ,1 8 21,J14 _y O�"RAL 1/1//ily PLAN IRAEVIEW SCALE: 30—v-00 ID: A606 YVA 0 BFF T/LOADING DO _U OFF EXTERIOR BUILDING FACADE BEYOND ADJACENT LANDSCAPE PLANTER WITH POURED CONCRETE CURB STONE VENEER TO MATCH ADJACENT WALL 16 P) x8"x8" REINFORCED CONCRETE BLOCK SIDE AND REAF WITH SOLID PRE -CAST CONCRETE CAP SEE DETAIL 13/A 4 $1 x6" CONC FILLED STEEL TUBE GATE POSTS WITH (3) HEAVY DUTY HINGES GALVANIZED BOX RIB DECKING IN 3" GALVANIZED STEEL FRAME WITH 12'-0" CLEAR OPENING STUCCO FINISH TO MATCH ADJACENT WALL---,.,, mf- T.EST ELEVA-TIO..', f 7 1 4 1 A311 6 (2) Can(I0n8 400)(A 7 (2) ----------- 21 2 A311 (A3114 A 3711 11� .. ...... .... .. ...........YI c. U T/C NOP Y 8CtRREV' 77 14 0 TJREVEAL -8 AFF ad ........... . . . . . Ai k"'i I 2641 REGISTMED ARCHITECT Y R, 134�'S, ICE STATE OF WA . . . . . . GTON 2014 Baysinger Partners Architecture ocument, an e # i '; 1 <«• of service of Boysinger Partners Architecture. Baysinger Partners Architecture retains all low, statuatory and other reserved rights, including copyright thereto. This document shall not be used in whole or in part for any other project without the written authorization of Baysinger Partners Architecture. *RIGINAL ISSUE DATE 03.12.2011 DRAWN BY FG CHECKED BY J -1 ELEVATIONS MAR 8 CI PLAN REVIEW SCALEA 1/4 "� IIIIMM �!� �� III �"� ., A a-el.dWg # ' SCALE. 1/8 ID: a-el,dWg b UttO LU 5 Blue Fescue 1 Red Sunset Maple 5 Compact Winged Euonymus alwan Creep'n Berry @ 24" O.C. 9 Compact Winged I 7 David Viburnum 240 Taiwan Creeping B 13 Otto Luyken 7 Doublefile Viburnum 3 Red Sunset Maple 4 Blue Fescue Landscar)e Boulder T Y 1 4 4 AREA OF WORK CONIFER PLANTING DETAIL Existing Landscape To Remain Typ. 11 Otto Luyken Laurel 5 Blue Fescue 5 Moon Bay Nandina 1 Rea �)unset Maple 50 Taiwan Creeping I Berry @ 24 D.C. Acer circinatum 6 7-8' B&B Multi — Vine Maple Trunk Acer palmaturn 'Sangu Kaku' 2 1 1/2" Cal. B&B Coral Bark Japanese Maple Acer rubrum 'Franksred' 6 2" Cal. B&B Red Sunset Maple Chamaecyparils nootkatensils 'Green Arrow' 6 8-9 B&B Green Arrow Cypress Pinus contorta 7 6-7p B&B Shore Pine SHRUBS Abies lasiocarpa 2 2-3' B&B Alpine Fir 1 3-4' Cornus stolonifera 5 5 Gal. Can 18-24 to Redtwig Dogwood Euonymus alatus 'Compact' 26 5 Gal. Can 18-24 IV Compact Winged Euonymus Fothergillla gardeniii 6 2 Gal. Can 12-1Via" Dwarf Fothergilla Nan din a domestIca 'Moon Bay 46 5 Gal. Can 15-18 if Moon Bay Nandina Pieris 'Flame Forest' 3 5 Gal. Can 18-24 Flame Forest Pieris Prunus laurocerasus 'Otto Luyken' 63 15-18 B&B Otto Luyken Laurel Viburnum davidi 48 2 Cal. Can 12-15 David Viburnum Viburnum plicaturn tomentosurn 'Watanabe' 10 2 Gal. Can 12-15 Doublefile Viburnum SHRUBLETS AND GRASSES Berberils than bergii 'Admiration' 38 __ -- - - --- -------- 1 Gal. Can 10-12 is Admiration Barberry Calamagrostis x acutiflora 'Karl Foerster' 7 2 Gal. Can 30-36 Karl Foerster Grass Festuca glauca 'Elijah Blue' 18 1 Gal. Can 10-12 go Blue Fescue Hernerocalis Stella d'Oro 10 1 Gal. Can 10-12 Daylilly Penniseturn alopecuroides 'Little Bunny' 5 1 Gal. Can 10-12 of Little Bunny Grass Polystilchum muniturn 6 1 Gal. Can 10-12 Sword Fern GROUNDCOE SINES Rubs pentalobus 'Emerald Carpet' 10089 4 Pots Triangular Taiwan Creeping Berry Spaced Landscape Rocks Native Basalt 41 3-5 cu.ft. Carex obnupta Slough Sedge Juncus tenuis Slender Rush 16 Scirpus microcarpus Small fruited Bulrush Plant in natural clusters/groupings Landscape Area Planting Area: 6,005 sq.ft. Turf Area: 2,575 sq.ft. Raingarden Area: 510 sq. ft. ......... !V111il. 1101� "All RIM WWI M'Ml 77 r&W >� G @ 2014 Baysinger Partners Architecture This document, and the ideas and designs Incorporated herein is an instrument of service of Baysinger Partners Architecture. Baysin ger Partners Architecture retains all law, statuatory and other reserved rights, including copyright thereto. This document shall not be used in whole or in part for any other project without the written authorization of Baysinger Partners Architecture. FIXT'U'RIE LIST P MANUFACTURERCATAL16"HTING LOG NU DE I OPTIONS %1(1)C PE I E T--Lb -�1 04 -� • ALL SCC FINISH PER CHITECT, VERIFYMOUNTING HEIGHT. G-A-LGD U .SURFACE HOUSING *ALUMINUM VERIFYDITRIBUTION TYPE, '.GLASS INSERT UL LISTED DAMP LOCATION. VOLTAGE o*120V DARK SKY COMPUANT. (45W) BALLAST *ELECTRONIC 32(2) 21 LE PE IST D2-LED-E1- -- I SCE 'S2E' I T 'S2' EXCEPT EMERGENCY A Y PACK. 3(MCGRAW LIGHTEDIS CWB120 MOUNTING :SURFACE :ALUMINUM FINISH PEARCHITECT.HOUSI LENS/REFL:ACRYIJC VERIFY DISTRIBUTION E. VOLTAGE ii12D RIMOUNTING HEIGHT. (51 BALLAST DRIVER UL USTED DAMPLOCA110 i Ll G HT1 ikNl G NOTES. A. CONSULT ARCHITECTURAL ELEVATION PLANS FOR MOUNTING LOCATIONS AND HEIGHTS. B. EXTERIOR BUILDING FIXTURES SHALL BE PROVIDED WITH DUSK -TO -DAWN OPERATION. CONSULT WITH ARCHITECT AND/OR LANDLORD FOR BUILDING STANDARD. 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DRAWN DMT LAND USE DOCUMENTS L a loam UM12NAIRE bym1bol La-bael y Catalog Number Dkescription Lamp Folle Lumens, LLF watts ' ENT-LC�-42C�F-1 V"' ARCH 1 1 T /'1L., Y�►i1 G.WATT DOUBLE 1 S1 8 EB-CFG-AP-LGO LU INAIR - COMPACT TUBE COMPACT E T-42-CF- X- 3200 1.00 50 w FLUORESCENT OPTIC FLUORESCENT EB-CFG.ies 0% MAIN / 1 %o SECONDARY GLOW ITT- 02-LD-E1- IMPACT ELITE: LE » S2 4 E3L2- �'-12C� LU I AIRS ITT--L..IFI�- C�Iuf 1.C�3 51 LIGHT WITH 1-El ccuL D OPTICS - TYPE ABSOLUTE PHOTOMETRY IS BASED CAN CALIBRATION FACTORS CREATED USING LAB LUMEN STANDARDS IN GONIOPHOTOMETER WITH TEST DISTANCE OF 28.75 FEET IBi'-E�C)2 LECi-E1- IMPACT ELITE LEIS ...... a2 BL2-AP-C B1 0 LU I AI RE ITT'-B32-LED_ Absolute 1 »C?Gi 51 L.IGHTBA B WITH E 1- 1-2.ic AccuLED OPTICS- TYPE ''ABSOLUTE PHOTOMETRY IS BASED CAN CALIBRATION FACTORS CREATED SING LAB LUMEN STANDARDS IN GONIOPHOTOMETER WITH TEST DISTANCE OF 28.75 FEET Description v EAST WALKWAY 8.2 fc 16.2 fc NORTH ALKWAY 3.2 fc 10.7 fc RECVG DOOR A... ,... 6.0 f(_ 9.1 fc SOUTH WALKWAY 6.5 fc 12.2 fc WEST WALKWAY 5.3 fc 11.6 f CALCULATIONS1. I MANUFACTURERIES FILESI . . CALCULATIONS BUILDING I LIGHT FIXTURES ONLY I I SITE LIGHTING. . CALCULATION AREAS ALONG CALCULATIONNOT SHOW POINTS MEASURABLEARE NO I I FIXTURES. in Max/Min i. 0 M 1 fc 1 ANp ilrMs U 0 M 1 8 2.0 M 1 0.0 N/A N/A 1.4 fc 8.5:1 4.3:1 Vs 1 f / 22.0:1 65.0r1 0.6 fc 19.3:1 8.8:1 SOUTH STREET IAI TIC*MP MIN ',Nuo mm • Dkescri*%tionI max min Mg ._A2.5 fc 4.1 fc 0.1 fc EAST WALKWAY _..._ 1. fc .1 fc .1 fc NORTH __. . fc .1 fc 1. fc RED SOUTH WALKWAY 2,.0 fc 4.1 fc 0.1 fc WEST WALKWAY .7 fc 4.1 fc 0.4 fc NOTES, 1. CALCULATIONS APPROXIMATE, BASED ON IE CALCULATIONSI 2,, CALCULATIONS DO T FACTOR IN FOR EXISTING SITE LIGHTING* LIGHTING3, EMERGENCY EGRESS THE MINIMUM REQUIREMENTI . AREAS AT THE WALKWAY CORNERS, WHERE NO CALCULATION POINTS ARE SHOWN5 INDICATE MEASURABLE LUMENS FROM THE BUILDING I IAvg/min 41.1 2.:1 41 .a1 1 ..1 .:1 4.:i 41.:1 0. 1 1 0 . 3.1 6 . 8 . ■ �o A � t2..' E y y. Ez 31 FMM z w :2 CL J w � w > � = w w � J cn z Z F— -.00 W o :D :D J (n m pC Q U OWomom U LJL J J X w W W o � = o Q H J SOUTH STREET JIS ISTICS M M&ft In weestcription E A S T W A L'r,\** 1.8 fc 4.1 fc 0.1 f 'DOXOR 8.0 fc 9.1 fc 1.4 fc 2.0 fc 4.1 fc 0.1 fc W`Elfz`T WALKWAYw e7 fc 4.1 fc 0.4 f 10 L T riu LIGHTING T ' FOR EXIT DOORS, INDICATE4. AREAS AT THE WALKWAY CORNERSs WHERE NO CALCULATION POINTS ARE SHOWN, LIGHTMEASURABLE LUMENS FROM THE BUILDING MOUNTED aft 41 a0a1 AvOA/ �. is 18-0:1 8.5.1 43.1 41.0.1 0.0.1 10.3:1 8.8:1 S q `vA bk�', 9rrt L` G ng � f y+ 4