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17-102956
CITY OF Ak Federal Way I ._ni.l.i"Sd- or) June 27, 2018 Wasatch Storage Partners Attn: Justin Barnes 131 S 700 E, Suite 102 American Fork, UT 84003 CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway.. com Economic Development Re: Authorization To Proceed Clearing, Grading, Erosion Control, Storm Sewer, and Frontage Improvements File #18-101331-000-00-EN, Federal Way Self Storage - 33620 21stAve Dear Mr. Barnes, The project referenced above has been reviewed for consistency with the Federal Way Revised Code (FWRC) and other standards, policies and regulations of the Department of Public Works. All applicable fees must be paid and a performance bond submitted to guarantee the performance of required civil -related work. A Certificate of Insurance from the contractor, naming the City of Federal Way as an additional insured, must be submitted as well. The plans for the improvements referenced above are hereby conditionally approved. Construction of the improvements may commence when the conditions of this letter have been fulfilled. Prior to starting work, a pre -construction conference with Public Works must be held. To schedule a pre -construction conference, call Kevin Peterson at (253) 835-2734. Please call a minimum of three working days in advance of scheduling the pre -construction meeting. The developer's on -site construction superintendent must attend this meeting in order to receive the approved plans. Additional items that may be required prior to starting construction or final project approval are as follows: 1. All utility agencies have been notified at least two working days prior to any excavation (Call Before You Dig: 1-800-424-5555, or 811). 2. All temporary traffic diversions shall be signed in compliance with the current edition of the Manual on Uniform Traffic Control Devices. A traffic control plan shall be submitted to the Public Works Department for review and approval. The plan shall be delivered at least seven days prior to the actual diversion. 3. Submit a haul route that shows how heavy trucks and delivery vehicles will access (both entering and leaving) the site across the City's road network. 4. All materials and construction shall conform to the current edition of the City of Federal Way Public Works Development Standards, Washington State Department of Transportation (WSDOT) Standard Specifications for Road, Bridge and Municipal Construction, King County Road Standards, and the King County Surface Water Design Manual. 5. The applicant must contact Lakehaven Utility District or Tacoma Public Utilities for water and sewer requirements and/or permits. 6. Three sets of catalog cuts for the following street light system components, conforming to the City of Federal Way Street Light Guidelines, shall be submitted to the Public Works Department for review and authorization: 1. Pole, 2. Service Panel, 3. Luminaire, 4. Photoelectric Control, 6. Lamp. 7. Installation of improvements shall not interfere with any work being performed under a City of Federal Way contract. Rather, it shall be scheduled to prevent any delay or extra cost to a City project. 8. Final Review: Following construction approval of the improvements, and prior to receiving final approval, an "as -built" original (bond copy), and one CD with CAD file shall be submitted by the applicant's engineer along with any necessary easement or other legal documents. These documents shall be submitted to the Public Works Department for review. 9. No final inspection will be scheduled and no Certificate of Occupancy issued prior to the completion of the engineering improvements authorized for this project and the acceptance of the as -built submittal by the Public Works Department. If you have any questions or concerns regarding this letter, please call Kevin Peterson, Engineering Plans Reviewer, at (253) 835-2734. Sincerely, Cole Elila , P.F. Development Services Manager KP/CE: mt cc: Dave Van De Weghe, Senior Planner William Fierst, PE, AHBL, Inc., 2215 N 30t' St, Suite 300, Tacoma, WA 98403 Project File Day File \\cMfi le 1 \applications\csdc\prod\dots\save\150836_77937_25143518. doc RECEIVED CITY OF JUN 2 0 2017 Federal Way U1 FEDERAL WAY MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8`h Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 www.citvo ffederalway.com APPLICATION NO(s) 17 _Z0A �? 5 (- U j0e 1 " Date (a —,,2 D — l 7 Project Name Federal Way Self Storage Property Address/Location 33620 21st Ave SW, Federal Way Parcel Number(s) 2421039001;2421039103 Project Description Process III application for approximately 160,000 square feet of self -storage and associated site improvements 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) X Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI ' J} SERA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information Neighborhood Business Zoning Designation Neighborhood Commercial Comprehensive Plan Designation 2,353,000 Value of Existing Improvements $10,103,313 Value of Proposed Improvements International Building Code (IBC): 99%-S-1 , 1 % B Occupancy Type II-B Construction Type Applicant Name: Wasatch Storage Partners, Attn: Justin Barnes Address: 131 S 700 E SUITE 102 City/State: AMERICAN FORK, UT Zip: 84003 Phone:801-692-1474 Fax: Email: jbames@wasatchstoragepartners.com Signature: Id - _ WSP Agent (if different than Applicant) Name: Ryan Givens Address: 2215 N 30th St City/State: Tacoma, WA Zip: 98403 Phone: 253-284-0267 Fax: Email: rgivens@ahbl.com Signature: Owner Name: CH Realty VII-WSP I Seattle Federal Way Self Storage, L.L.C. Address: City/State: American Fork, UT Zip: 84003 Phone: 801-692-1474 Fax: Email: swyckoff@w atchstoragepartners.com Signature: Bulletin #003 —January 1, 2011 Page 1 of 1 k:\HandoutsWaster Land Use Appl' F <i t A�k Federal Way October 31, 2017 CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway.. com Jim Ferrell, Mayor Wasatch Storage Partners Email: JBarnes c?Wasatchstora =e artners.com Justin Barnes 131 S 700 E, Suite 102 American Fork, UT 84003 RE: File #17-102956-00-UP; USE PROCESS III APPROVAL Federal Way Self -Storage, 33620 21" Ave SW, Federal Way Dear Mr. Barnes: The Community Development Department has completed administrative land use review of the proposed Federal Way Self -Storage project located at the above -listed address. The applicant proposes the demolition of the existing Albertson's building and construction of four self -storage buildings with an office and associated site improvements. The Process iII Master Land Use (MLU) application submitted June 20, 2017, and subsequent revisions and additional information submitted September 20, 2017, is hereby conditionally approved based on the enclosed findings of fact, incorporated into this decision in full, and the following conclusions based on those facts: 1. The proposal is consistent with the comprehensive plan; 2. The proposal is consistent with all applicable provisions of Federal Way Revised Code (FWRC); 3. The proposal is consistent with the public health, safety, and welfare; 4. The streets and utilities in the area of the subject property are adequate to serve the anticipated demand from the proposal; 5. The proposed access to the subject property is at the optimal location and configuration; and 6. Traffic safety impacts for all modes of transportation, both on and off site, are adequately mitigated. The remainder of this letter outlines the land use review process required for this particular site improvement; summarizes the State Environmental Policy Act (SEPA) process; lists conditions of the land use decision; and provides other procedural information. This land use decision does not authorize initiation of construction activities. REVIEW PROCESS The site -is within the Neighborhood Business (BN) zoning district. A self-service storage facility is a permitted use in this zone subject to the provisions of FWRC 19.215.130, "Self-service storage facilities." The proposed use, not exempt from SEPA, is reviewed under Use Process 111. Project Approval. The Director of Community Development makes a written decision on the application based on the criteria listed under FWRC 19.65.100. Mr. Barnes October 31. 2017 Page 2 SEPA PROCESS The City of Federal Way issued a Determination of Nonsignificance (DNS) on July 21, 2017, pursuant to WashinbtOnAdministrative Code (WAC) 197-11-355. Following review of the environmental checklist, the city determined the proposal would not have a probable significant adverse impact on the environment, an Environmental Impact Statement would not be required, and no SEPA based mitigation was necessary. CONDITIONS OF APPROVAL The following conditions are reasonably necessary to eliminate or minimize any undesirable effects of granting application approval. l . Per FWRC 19.215.130, the self -storage site area shall be recalculated to include the entire footprint of the existing A]bertson's building. Update both references to site area on the cover sheet. 2. The maximum gross floor area for self -storage buildings in the BN zone is 40,000 sq. ft. The proposed skybridges shall be removed from plans in order to meet this standard. 3. Community Design Guidelines of FWRC 19.115.060(2) requires at least two modulation and screening options for facades over 60 ft. in length, visible from the right-of-way. The following facades feature only one option —modulation. At least one additional option (landscaping, canopy or plaza) must be added to each. a. Building 41: West (front) facade, non -office portion only. b. Building 43: West (front) facade. c. Building #4: East (rear) facade. d. Building 42: East (rear) facade. 4. Final Building Permit plans shall depict how the trash and recycling enclosure meet the requirements of FWRC 19.125.150 (6)(d)(1i) for storage enclosures larger than 175 square feet in size. 5. All solid waste storage areas (enclosures) require a spill prevention plan for management of liquids generated on or discharged from the storage area. The storage area spill prevention plan must detail how all liquids either precipitated, sprayed, washed, spilled, leaked, dripped, or blown onto the storage area will be collected and managed in compliance with city surface water protection standards. The storage area spill prevention plan shall be provided to the city's surface water management program, to be kept on file in order to inform periodic site monitoring, per FWRC 19.125.150(6)(d). 6. The pedestrian pathway from the parking area to the office shall be delineated using a variation in paved texture and color using stone, brick or granite pavers; exposed aggregate; or stamped and colored concrete. 7. The proposal includes outdoor lighting. Per FWRC 19.105.030(3), the applicant shall select, place, and direct light sources, both directable and nondirectable, so that glare produced by any light source, to the maximum extent possible, does not extend to adjacent properties, or to the right-of-way. In accordance with adopted FWRC standards, final building permit application plans shall include outdoor lighting plans meeting applicable FWRC standards. 8. Both the Building and Public Works Department will require third -party structural review of the Building and Detention vault system, due to the proximity of the vault to the building. BUILDING PERMIT REQUIREMENTS This Process III land use decision does not constitute a building permit, or authorize clearing/grading activities. If you have any questions regarding the building permit submittal. please contact the Permit Center at 253-835-2607, or perm iteenter(@cityoffedera]Nvay.com. 17-10?9;6-00-1:P Doc I D 76734 Mr. Barnes October 3 I. 2017 Pa-c 3 REQUESTS FOR CHANGE OF VALUATION Per FWRC 19.65.100(4)(i), affected property owners may request a change in valuation for property tax Purposes, notwithstanding any program of revaluation. APPROVAL DURATION Per FWRC 19.15.100.2, unless modified or appealed, the Process III decision is valid for five years frorn 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 Per FWRC 19.05.360, the effective date of issuance is three calendar days following the date of this letter, or November 3, 2017. Pursuant to FWRC 19.65.120.1, this land use decision may be appealed by the applicant, any person who submitted written comments or information, or any person who has specifically requested a copy of the decision. In compliance with FWRC 19.65.120.2, any appeal must be in the form of a letter delivered to the Community Development Department, with the established fee, and within 14 days after the effective date of issuance of this decision, or November 17, 2017. The appeal letter must contain a statement identifying the decision being appealed, along with a copy of the decision; a statement of the alleged errors in the director's decision, including identification of specific factual findings and conclusions of the director disputed by the person filing the appeal; and the appellanVs name, address, telephone number and fax number, and any other information to facilitate communications with the appellant. The Federal Way Hearing Examiner will hear any appeals of the Process III decision. CLOSING This land use decision does not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. If you have any questions regarding this decision, please contact Senior Planner Dave Van De Weghe, AICP, at 253-835-2638, or david.vandewed,he0ecitvoffederalway.corn. Sincerely, Brian Davis Community Development Director enc: Exhibit W Findings for Proieet Approval Approved Land Use Plans Approved Tree Retention Plans Approved Elevations e: CH Realty V11-WSP I(Owncr).s���cl:nit?ii�<<asatchstara�c a►rtmrs.com Ryan Givens. AIJB. inc._ T;Givu�s;ii:IIlI3L..om Dave Van De Weghe. Senior Planner Kevin Peterson. Development Services Brian Asbury. Lakehaven Water & Sewer District Sarady Long, Senior Transportation Planning Engineer Chris Cahan. South King Fire & RCSCUC 17_gm_-f;paw•UP mew C"L CITY OF Federa-, Way Exhibit A Findings for Project Approval Federal Way Reviser! Corte (FWRC) Chapter 19.65, "Process III Project Approval" Federal Way Self -Storage Project, File #17-102956-00-UP The Director of Community Development hereby makes the following findings pursuant to content requirements of the Process III written decision as set forth in Federal Way Revised Code (FWRC) 19.65.100(4). These findings are based on review of existing city documents and items submitted by the applicant and received June 20, 2017, and subsequent revisions and additional information submitted September 20, 2017. 1. Proposal— Construction of four self -storage buildings approximately 40,000 square feet in gross floor area each with associated improvements on a 2.99-acre site. 2. Zoning and Comprehensive Plan Designation —Zoning for the subject property is Neighborhood Business (BN). A self -storage facility is a permitted use in the BN zoning district pursuant to FWRC 19.215.130, "Self-service storage facilities." The Federal Way Comprehensive Plan (FWCP) designation for the subject property is Neighborhood Business. Site Plan Review Process — The project requires review under Process 111, Project Approval. The Director of Community Development makes a written decision on the application based on the criteria listed under FWRC 19.65.100. 4. State Environmental Policy Act (SEPA) — The proposed improvements exceed categorical exemption levels pursuant to Washington Administrative Code (WAC) 197-11-800. Tile city acted as lead agency and issued a Determination ofNonsignificance on July 21, 2017. The threshold determination comment period ended August 4, 2017, and appeal period ended August 25, 2017, with no appeals submitted; therefore, the detennination has become final. Public Notice — Pursuant to Process III regulations, a Notice of Land Use Application (NOA) was published in the Federal Way Mirror, posted on the subject property, and displayed on the designated city notice boards on August 11, 2017. Notices were also mailed to property owners within 300 feet of the subject property. No written comments were received on the application. Pursuant to SEPA regulations, allotice of Determination ofNonsignificance (DNS) was published in the Federal Way Mirror, posted on the subject property, and displayed on the designated city notice boards on July 21, 2017. Notices were also mailed to property.owners within 300 feet of the subject property and emailed to agencies. No written comments were received on the DNS. 6. Bulk & Dimensional Requirements — Per FWRC 19.215.130 a. Required Setback and Lot Coverage —Min ImUrn setbacks are 25 ft. (front), 20 ft. (side) and 20 ft. (rear). The submitted plans show required setbacks. No maximum lot coverage applies. No single building shall contain more than 40,000 gross square feet of building area. 10. Environmentally Sensitive Areas — The project site is located within a designated five-year Wellhead Protection Zone. A Hazardous Materials Checklist was completed and submitted with the land use application. 11. Community Design Guidelines — The proposed building and site design complies with the minimum guidelines of FWRC Chapter 19.115, "Community Design Guidelines," as detailed below: a. Crime Prevention through Envirorrmnental Design (OPTED) Guidelines — The applicant submitted a CPTED checklist, which was reviewed by city staff. b. Site Design —The building is a high quality appearing design emphasizing rather than obscuring the topography. The building design includes a variety of colors, materials, modulations, planes, setbacks, articulation, canopies, etc. to create an aesthetic cohesiveness among the multi -colored facades. The building facades meet the modulation, screening and articulation guidelines of FWRC 19.1 15.060 as follows: West facade (front): The building entrance is oriented toward the public street. The facade includes modulation, canopies exceeding 50 percent of the office only, as well as a tasteful variety of building materials, glass, articulation and colors. Over 40 percent of the ground -level office facade is composed of transparent glass. The non -office portion of Building #1 and Building #3 facades must add one of the four modulation and screening options (canopy, landscaping or plaza) as a condition of approval, as they are over 60 ft. in length and visible from the right-of-way. North and south facades (side): Vertical building facade modulation for 60 percent of the facade and a metal canopy are provided, along with significant building material and color variation. East facade (rear): Vertical building modulation for 60 percent of the facade is provided, but the metal canopy is less than 50 percent of the facade length. Significant building material and color variation is provided. Building 42 and Building #4 facades must add one of the four modulation and screening options (canopy, landscaping or plaza) as a condition of approval, as they are over 60 ft. in length and visible from the right-of-way. c. Pedestrian Circulation and Public Spaces —A pedestrian pathway from the parking area to the office entrance is incorporated into the site design. A condition of approval requires delineation of the path using a variation in paved texture and color. d. BN Zoning District Guidelines — The parking lot is located adjacent to the right-of-way and maximizes pedestrian access and circulation as detailed in section (c), above. The entrance facade faces and is clearly recognizable from the right-of-way and incorporates transparent glass. Canopies have been incorporated in addition to glass and a variety of colors and materials. e. Roof Pitch —All new self -storage buildings in the BN district shall appear to have a roof pitch ranging from at least 4:12 to a maximum of 12:12. Elevations of the proposed buildings show pitched rooflines and parapets as viewed from ground level. As conditioned, the building and site design meets the intent of the Community Design Guidelines in FWRC Chapter 19.115. Findings for Project Approval Page 3 Federal Way Self -Storage Project File #17-102956-00-UP/Doc. I.D. 76363 12. Rooftop AfechanicalEquipinent —Per FWRC 19.1 10.070, vents and similar appurtenances that extend above the roofline must be surrounded by a solid sight -obscuring screen that is integrated into the architecture of the building and obscures the view of the appurtenances from adjacent streets and properties. A metal standing seam that wraps the building will screen rooftop equipment. In accordance with adopted FWRC standards, final building plans shall also indicate how any rooftop equipment will be fully screened. 13. Garbage/Recycling—The submitted trash enclosure design and on -site access are satisfactory and are based off the size of the office, rather than the size of the whole building. The size of the trash facility meets the size and design requirements of FWRC 19.125.150. Building Pen -nit plans shall also depict how the trash and recycling enclosure meet these requirements. 14. Boundary Line Adjustment (BLA) — Parcel boundaries must be adjusted through a BLA application that conforms to the requirements of FWRC 18.10. The BLA application must be approved and recorded before building permits can be issued. 15. Additional Permitting— Additional permitting is required for subsequent site development; none of which have been applied for at this time. 16. Street Frontage Improvements — Per the requirements of FWRC 19.135.030, the applicant/owner will be expected to construct street improvements consistent with the planned roadway cross -sections as shown in Map 111-4 of the FWCP, for 2Is' Ave SW, SW Campus Drive and 19"' Ave SW, all of which abut the proposed development. The applicant would be expected to construct improvements according to the following planned roadway cross -sections, as approved through a Street Improvement Modification/Waiver Request response letter dated August 28, 2017: 21 st Ave SW is classified as a Principal Arterial, corresponding to City standard street section type `E'. The developer will be required to install a 6-foot planter strip (including street trees) behind the existing curb line, construct an 8-foot-wide sidewalk, reconstruct the existing north driveway to current City standards, remove the existing south driveway, and install City standard street lighting along this property frontage. In order to meet the right-of-way width standard for this street section, the owner will be required to dedicate approximately 7.5 feet of property to the City for right-of-way. SW Campus Drive is classified as a Principal Arterial, corresponding to City standard street section type 'I'. The developer will be required to construct an 8-foot-wide sidewalk adjacent to the back of curb, consistent with other improvements constructed along this road section, and reconstruct the west (near Taco Bell) driveway to meet current City standards. In order to meet the right-of-way width standard for this street section, the owner will be required to dedicate approximately 4 feet of property to the City for right-of-way. Additionally, in order to improve nighttime visibility at the driveways, overhead lighting is required at both driveways that provide access onto SW Campus Drive. l9th Ave SW is classified as a Minor Collector corresponding to City standard street section type 'U. The developer will be required to reconstruct the existing driveway to meet current City standards. Additionally, the existing streetlights on the east side of 19th Ave SW shall be modified to meet current City standards, and the necessary width of right-of-way along the property frontage (approx. 5 feet) shall be set aside in a Tract 'X', which will be recorded on the property, and which can be used for future dedication to the City, if necessary, for any future street widening project along this frontage. if the existing street lights cannot be modified to meet findings for Project Approval Page 4 Federal Way Self -Storage Project File#17-102956-00-UP/Doc. I.D. 76363 current standards, then the developer will have to install street lighting along this frontage, and the right-of-way will have to be dedicated as part of this project. 17. Transportation — As a component of the Use Process III application, projects undergo traffic concurrency analysis pursuant to the state Growth Management Act (GMA); goals and policies of the FWCP; and FWRC Chapter 19.90, "Transportation Concurrency Management." A Capacity Reserve Certificate was issued on August 17, 2017, for the project. The number of new PM peak hour vehicle trips generated by the project is 42. A transportation impact fee is required and will be calculated based on the FWRC requirements. 18. Stormwater — The project will be required to meet the requirements of the 2016 King County Sinface Water Design Manual (KCSWDM) and the City of Federal Way Addendum to that manual. Stormwater improvements are required that meet the Conservation Flow Control and Enhanced Basic Water Quality standards of the KCSWDM. Per the requirements of the KCSWDM, Best Management Practices (BMP's) must also be implemented to augment flow control. 19. Water/Sewer— Lakehaven Water and Sewer District is the water and sewer service provider. Lakehaven issued certificates of water and sewer availability dated June 16, 2017; certificates are valid for one year from the date of issuance. 20. Conditions of Approval — The following conditions of approval are attached to the Process III decision: ! . Per FWRC 19.215.130, the self -storage site area shall be recalculated to include the entire footprint of the existing Albertson's building. Update both references to site area on the cover sheet. 2. The maximum gross floor area for self -storage buildings in the BN zone is 40,000 sq. ft. The proposed skybridges shall be removed from plans in order to meet this standard. 3. Community Design Guidelines of FWRC 19.115.060(2) requires are least two modulation and screening options for facades over 60 ft. in length, visible from the right-of-way. The following facades feature only one option —modulation. At least one additional option (landscaping, canopy or plaza) must be added to each. a. Building #1 : West (front) facade, non -office portion only. b. Building #3: West (front) facade. c. Building #4: East (rear) facade. d. Building #2: East (rear) facade. 4. Final Building Permit plans shall depict how the trash and recycling enclosure meet the requirements of FWRC 19.125.150 (6)(d)(11) for storage enclosures larger than 175 square feet in size. 5. All solid waste storage areas (enclosures) require a spill prevention plan for management of liquids generated on or discharged from the storage area. The storage area spill prevention plan must detail how all liquids either precipitated, sprayed, washed, spilled, leaked, dripped, or blown onto the storage area will be collected and managed in compliance with city surface water protection standards. The storage area spill prevention plan shall be provided to the city's surface water management program, to be kept on file in order to inform periodic site monitoring, per FWRC 19.125.150(6)(d). 6. The pedestrian pathway from the parking area to the office shall be delineated using a variation in paved texture and color using stone, brick or granite pavers; exposed aggregate; or stamped and colored concrete. 7. The proposal includes outdoor lighting. Per FWRC 19.105.030(3), the applicant shall select, place, and direct light sources, both directable and nondirectable, so that glare produced by any Findings for Project Approval Page j Federal Way Self Storage Project Pile#I7-102956-00-UI'/Doc. I.D. 76363 light source, to the maximum extent possible, does not extend to adjacent properties, or to the right-of-way. In accordance with adopted FWRC standards, final building permit application plans shall include outdoor lighting plans meeting applicable FWRC standards. 8. Both the Building and Public Works Department will require third -party structural review of the Building and Detention vault system, due to the proximity of the vault to the building. 21. Conclusion — As conditioned, the proposed site plan application has been determined to be consistent with the Federal Way Comprehensive Plan; with all applicable provisions of the FWRC; and with the public health, safety, and welfare. The streets and utilities in the area of the subject property are adequate to serve the anticipated demand from the proposal, and the proposed access to the subject property is at the optimal location and configuration for access. Traffic safety impacts are adequately mitigated. The proposed development is consistent with Process III, Project Approval, decisional criteria required under FWRC Chapter 19.65. The proposed site plan and application attachments have been reviewed for compliance with the Federal Way Comprehensive Plan, pertinent zoning regulations, and all other applicable city regulations. Final construction drawings will be reviewed for compliance with specific regulations, conditions of approval, and other applicable city requirements. This decision shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. Prepared by: Dave Van De Weghe, Senior Planner Findings For Projcct Approval Federal Wav Sell -Storage Project Date: October 31, 2017 Pane 6 File #17-102956-00-UP/Doc. I.D. 76363 CITY OF Federal Way 41k DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8" Avenue South Federal Way, WA 98003 RECEIVED 253-835-2607; Fax 253-835-2609 www.cilyoffederalway.com JUN 2 0 2017 CITY OF FEDERAL. WAY COMMUNITY DEVELOPMENT HAZARDOUS MATERIALS INVENTORY STATEMENT CRITICAL AQUIFER RECHARGE AND WELLHEAD PROTECTION AREAS I. WHY SHOULD THIS INVENTORY STATEMENT BE FILLED OUT? Critical Aquifer Recharge (CARAs) and Wellhead Protection Areas (WHPAs) are considered "critical areas" pursuant to Federal Way Revised Code (FWCC) Title 14, "Environmental Policy." This inventory statement must be filled out by the applicant or agent for any proposed activity listed in Section H of this handout, and which are located within Wellhead Capture Zones 1, 5, and 10 as shown on the Critical Aquifer Recharge and Wellhead Protection Areas Maps. Please refer to the handout on Critical Aquifer Recharge and Wellhead Protection Areas for a description of the review process. ][1. ACTIVITIES GOVERNED BY CARA AND WHPA REGULATIONS The inventory statement must be filled out for the following activities: Construction of any residential structure, including single-family development ■ Construction of any barn or other agricultural structure ■ Construction of any office, school, commercial, recreational, service, or storage building • Construction of a parking lot of any size • Other minor new construction (see WAC 197-11-800[2]) ■ Additions or modifications to or replacement of any building or facility (does not include tenant improvements) • Demolition of any structure Any landfill or excavation ■ Installation of underground tanks • Any division of land, including short plats ■ Change of use, which involves repair, remodeling, and maintenance activities • Dredging ■ Reconstruction/maintenance of groins and similar shoreline protection structures ■ Replacement of utility cables that must be buried under the surface of the bedlands + Repair/rebuilding of major dams, dikes, and reservoirs • Installation or construction of any utility, except for on -going operation and maintenance activities of public wells by public water providers • Personal wireless service facilities Project Name Wasatch Federal Way Self Storage Applicant Wasatch Storage Partners Project Location 33620 21 st Ave. SW Tracking No. III. TYPES AND QUANTITIES OF HAZARDOUS MATERIALS Please provide the approximate quantity of the types of hazardous materials or deleterious substances that will be stored, handled, treated, used, produced, recycled, or disposed of in connection with the proposed activity. If no hazardous materials will be involved, please proceed to Section IV. MATERIAL LIQUID (gallons) SOLID(pounds) (1) Acid or basic solutions or solids (2) Antifreeze or coolants (3) Bleaches, peroxides, detergents, surfactants, disinfectants, bactericides, algaecides (4) Brake, transmission, hydraulic fluids (5) Brine solutions (6) Corrosion or rust prevention solutions (7) Cutting fluids (8) Deicing materials (9) Dry cleaning or cleaning solvents (10) Electroplating or metal finishing solutions (11) Engraving or etching solutions (12) Explosives (13) Fertilizers - (14) Food or animal processing wastes (15) Formaldehyde (16) Fuels, additives, oils, greases (17) Glues, adhesives, or resins (18) Inks, printing, or photocopying chemicals (19) Laboratory chemicals, reagents or standards (20) Medical, hospital, pharmaceutical, dental, or veterin2a fluids or wastes (2 1) Metals (hazardous e.g. arsenic, copper, chromium, lead, mercury, silver, etc. (22) Paints, pigments, dyes, stains, varnish, sealers. (23) Pesticides, herbicides or poisons (24) Plastic resins, plasticizers, or catalysts (25) Photo development chemicals (26) Radioactive sources (27) Refrigerants, cooling water (contact) (28) Sludges, still bottoms (29) Solvents, thinners, paint removers or strippers (30) Tanning (leather) chemicals (3 1) Transformer, capacitor oils/fluids, PCB's (32) Waste oil (33) Wood preservatives (34) List OTHER hazardous materials or deleterious substances on a separate sheet. Bulletin #056 —January 1, 2011 Page 2 of 3 k:\Handouts\JIazardous Materials Inventory Statement Project Name Wasatch Federal Way Self Stara a Applicant Wasatch Storage Partners Project Location 33620 21 st Ave SW Tracking No. IV. FURTHER INFORMATION Provide the approximate quantity of fill and source of fill to be imported to the site. of Imported Fill Source of Fill Check box 41 if you do not plan to store, handle, treat, use, produce, recycle, or dispose of any of the types and quantities of hazardous material or deleterious substance listed in Section III. Check box(s) #2 through #5 (and fill in appropriate blanks) of the below table if they apply to your facility or activity. Check any of the following items that currently exist or are proposed in connection with the development of the site. #1 [ ] Stormwater infiltration system (e.g., french drain, dry well, stormwater swale, etc.) #2 [ ] Hydraulic lifts or elevator, chemical systems, or other machinery that uses hazardous materials #3 [ ] Cathodic protection wells #4 [ ] Water wells, monitoring wells, resource protection wells, piezometers #5 [ ] Leak detection devices, training for employees for use of hazardous materials, self-contained machinery etc. SIGNATURE Storage P Date Justin Barnes -Wasatch Stara e Partners Print Name If yore have any questions about filling out this application form, please contact the Department of Conimunity Development's Permit Center at 253-835-2607, or pernritcenter�3a cityoffederthvay.com. Please be advised that an application for a development permit lacking fire required information will not be accepted. Bulletin #056 —January 1, 2011 Page 3 of 3 k:\Handouts\Hazardous Materials Inventory Statement Form WA-5 (6/76) Commitment Face Page File No.: NCS-793385-PHIL COMMITMENT FOR TITLE INSURANCE Issued by FIRSTAMERICAN TITLE INSURANCE COMPANY First American Title Insurance Company, herein called the Company, for valuable consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagor of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefor; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof. This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the time of the issuance of the Commitment or by subsequent endorsement. This Commitment if preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six (6) months after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. This Commitment shall not be valid or binding until countersigned by an authorized officer or agent. IN WITNESS WHEREOF, the Company has caused this commitment to be signed, to become valid when countersigned by an authorized officer or agent of the Company, all in accordance with its By - Laws. This Commitment is effective as of the date shown in Schedule A as "Effective Date." First American Titre Insurance Company President P#v� J.-� Jeffrey S Robing-n Secretary RECEIVED sUN 2 0 2017 Clrr OF FF0ERA WAY CoMMUN'ITY DEVELOPMENT First American Title Insurance Company Form WA-5 (6/76) File No.: NCS-793385-PHIL Commitment Page No. 1 � •b \ 4e— �v FirstAmerican Title Insurance Company National Commercial Services Two Liberty Place, 50 South 16th St., Suite 3010, Philadelphia, PA 19102 (215)568-0212 - FAX (215)567-0375 Latasha Biddle (215)606-3646 Ibiddle@firstam.com Robert L. Nagy (215)606-3631 rnagy@firstam.com To: Balboa Retail Partners, LLC 11611 San Vicente Blvd, Suite 900 Los Angeles, CA 90049 Attn: Lexi Moriarty REPORT NO. 2 SCHEDULE A Kimberly Miller (215)606-3648 kimbmiller@firstam.com File No.: NCS-793385-PHIL Your Ref No.: 1. Commitment Date: October 06, 2016 at 7:30 A.M. 2. Policy or Policies to be issued: AMOUNT PREMIUM TAX ALTA Standard Owner Policy $ 4,500,000.00 $ TBD $ 3 4. Proposed Insured: Wasatch Storage Partners, LLC, a Delaware limited liability company TBD ALTA Extended Loan Policy $ TBD $ TBD $ TBD Proposed Insured: TBD The estate or interest in the land described on Page 2 hdrein is Fee Simple, and title thereto is at the effective date hereof vested in: BRNK Federal Way, LLC, a Delaware limited liability company The land referred to in this Commitment is described as follows: FirstAmerican Title Insurance Company Form WA-5 (6/76) Commitment File No.: NCS-793385-PHIL Page No. 2 The land referred to in this report is described in Exhibit "A" attached hereto. First American Title Insurance Company Form WA-5 (6/76) Commitment EXHIBIT 'A' LEGAL DESCRIPTION: PARCEL I: File No.: NCS-793385-PHIL Page No. 3 LOT 4, KING COUNTY SHORT PLAT NUMBER 278132 REVISED, RECORDED UNDER RECORDING NUMBER 8210260642, BEING A PORTION OF LOTS 1 AND 2 OF KING COUNTY SHORT PLAT NUMBER 278132, RECORDED UNDER RECORDING NO. 7910150912, IN KING COUNTY, WASHINGTON. APN: 242103-9103-01 PARCEL I -A: RIGHTS AND BENEFITS CONTAINED IN THE TERMS AND PROVISIONS OF THE DECLARATION OF RESTRICTIONS AND GRANT OF EASEMENTS, RECORDED 5/23/1986, AS RECORDING NO. 8605230193; MODIFIED IN FIRST AMENDMENT TO DECLARATION OF RESTRICTIONS AND GRANT OF EASEMENTS RECORDED 6/1/1995, AS RECORDING NO. 9506010609 IN KING COUNTY, WASHINGTON. PARCEL II: LOT 1 OF SHORT PLAT NO. 1084006, RECORDED DECEMBER 31, 1985 UNDER KING COUNTY RECORDING NO. 8512311597, IN KING COUNTY, WASHINGTON. PARCEL II -A: EASEMENTS AND RIGHTS SET FORTH IN DECLARATION OF RESTRICTIONS AND GRANT OF EASEMENTS RECORDED MAY 23, 1986 UNDER RECORDING NO. 8605230193, IN KING COUNTY, WASHINGTON. PARCEL II-B: EASEMENTS AND RIGHTS SET FORTH IN PARTY WALL AGREEMENT RECORDED MAY 23, 1986 UNDER RECORDING NO. S60523019.1, IN KING COUNTY, WASHINGTON. FirstAmerican Title Insurance Company n n' . Form WA-5 (6/76) Commitment SCHEDULE B - SECTION 1 REQUIREMENTS File No.: NCS-793385-PHIL Page No. 4 The following are the Requirements to be complied with: Item (A) Payment to or for the account of the Grantors or Mortgagors of the full consideration for the estate or interest to be insured. Item (B) Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record. Item (C) Pay us the premiums, fees and charges for the policy. Item (D) You must tell us in writing the name of anyone not referred to in this Commitment who will get an interest in the land or who will make a loan on the land. We may then make additional requirements or exceptions SCHEDULE B - SECTION 2 GENERAL EXCEPTIONS The Policy or Policies to be issued will contain Exceptions to the following unless the same are disposed of to the satisfaction of the Company. A. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. B. Any facts, rights, interest, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of person in possession thereof. C. Easements, claims of easement or encumbrances which are not shown by the public records. D. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by public records. E. (1) Unpatented mining claims; (2) reservations or exceptions in patents or in acts authorizing the issuance thereof; (3) Water rights, claims or title to water; whether or not the matters excepted under (1), (2) or (3) are shown by the public records; (4) Indian Tribal Codes or Regulations, Indian Treaty or Aboriginal Rights, including easements or equitable servitudes. F. Any lien, or right to a lien, for services, labor, materials or medical assistance heretofore or hereafter furnished, imposed by law and not shown by the public records. G. Any service, installation, connection, maintenance, construction, tap or reimbursement charges/costs for sewer, water, garbage or electricity. H. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgages thereon covered by this Commitment. First American Title Insurance Company Form WA-5 (6/76) File No.: NCS-793385-PHIL Commitment Page No. 5 SCHEDULE B - SECTION 2 (continued) SPECIAL EXCEPTIONS 1. Lien of the Real Estate Excise Sales Tax and Surcharge upon any sale of said premises, if unpaid. As of the date herein, the excise tax rate for the City of Federal Way is at 1.78%. Levy/Area Code: 1205 For all transactions recorded on or after July 1, 2005: ■ A fee of $10.00 will be charged on all exempt transactions; • A fee of $5.00 will be charged on all taxable transactions in addition to the excise tax due. 2. General Taxes for the year 2016. Tax Account No.: 242103-9103-01 Amount Billed: $ 1,765.10 Amount Paid: $ 882.55 Amount Due: $ 882.55 Assessed Land Value: $ 105,000.00 Assessed Improvement Value: $ 0.00 (Affects Parcel I) 3. General Taxes for the year 2016. Tax Account No.: 242103-9001-04 Amount Billed: $ 63,946.74 Amount Paid: $ 31,973.37 Amount Due: $ 31,973.37 Assessed Land Value: $ 1,634,800.00 Assessed Improvement Value: $ 2,391,200.00 4. 5. (Affects Parcel II) Facility Charges, if any, including but not limited to hook-up, or connection charges and latecomer charges for water or sewer facilities of Federal Way Water and Sewer as disclosed by instrument recorded May 12, 1989 as Recording No. 8905120210. Potential charges, for the King County Sewage Treatment Capacity Charge, as authorized under RCW 35.58 and King County Code 28.84.050. Said charges could apply for any property that connected to the King County Sewer Service area on or after February 1, 1990. Note: Properties located in Snohomish County and Pierce County may be subject to the King County Sewage Treatment Capacity Charges. To verify charges contact: (206) 296-1450* or CapChargeEscrow@kingcounty.gov. First American Title Insurance Company Form WA-5 (6/76) Commitment 6. Easement, including terms and provisions contained therein: Recording Date: August 16, 1977 Recording Information: 770816085_3 In Favor of: Pacific Northwest Bell Telephone Company For: Underground communication lines Affects: Parcel II File No.: NCS-793385-PHIL Page No. 6 Restrictions, conditions, dedications, notes, easements and provisions, if any, as contained and/or delineated on the face of the Short Plat No. 278132 recorded October 15, 1979 as Recording No. 7910150912, in King County, Washington. (Affects Parcel I) 8. Covenants, conditions, restrictions and easements in the document recorded June 25, 1981 as Recording No. 8106250536 of Official Records, but deleting any covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, handicap, familial status, national origin, sexual orientation, marital status, ancestry, source of income or disability, to the extent such covenants, conditions or restrictions violate Title 42, Section 3604(c), of the United States Codes. Lawful restrictions under state and federal law on the age of occupants in senior housing or housing for older persons shall not be construed as restrictions based on familial status. Document(s) declaring modifications thereof entitled "First Amendment to Covenants, Conditions and Restrictions" recorded October 1, 1983 as Recording No. 8310120694 of Official Records. Document(s) declaring modifications thereof entitled "Second Amendment to Covenants, Conditions and Restrictions" recorded December 3, 1987 as Recording No. 87120310695 of Official Records. 9. Easement, including terms and provisions contained therein: Recording Information: October 22, 1981 as Recording No. 8110220571 In Favor of: Puget Sound Power & Light Company For: Electric transmission and/or distribution lines Affects: The Westerly portion 10. The terms and provisions contained in the document entitled "Agreement" between Lakehaven Sewer District, King County and The Quadrant Corporation, providing for certain sewage facilities and rights thereto, recorded March 8, 1982 as Recording No. 8203080586 of Official Records. 11. Easement, including terms and provisions contained therein: Recording Date: March 29, 1982 Recording Information: 8203290509 In Favor of: Pacific Northwest Bell Telephone Company For: Underground communication lines Affects: Parcel II First American Title Insurance Company Form WA-5 (6/76) File No.: NCS-793385-PHIL Commitment Page No. 7 12. The terms and provisions contained in the document entitled "Agreement" between Water District No. 124, King County and Albertson's Inc., providing for certain water facilities and rights thereto recorded April 19, 1982 as Recording No. 8204190462 of Official Records. 13. The terms and provisions contained in the document entitled "Agreement" between Lakehaven Sewer District, King County and Albertson's Inc., providing for certain sewage facilities and rights thereto, recorded May 28, 1982 as Recording No. 8205280747 of Official Records. (Affects Parcel I) 14. Restrictions, conditions, dedications, notes, easements and provisions, if any, as contained and/or delineated on the face of the Short Plat No. 278132 Revised recorded October 26, 1982 as Recording No. 8210260642, in King County, Washington. (Affects Parcel I) 15. Easement, including terms and provisions contained therein: Recording Information: November 5, 1982 as Recording No. 8211050619 ........... _. ..........._ In Favor of: Lakehaven Sewer District For: Gravity main sanitary sewer 16. 17 18. 19. Easement, including terms and provisions contained therein: Recording Date: Recording Information In Favor of: For: Affects: November 5, 1982 8211050620 Lakehaven Sealer District Sewer mains Parcel II Easement, including terms and provisions contained therein: Recording Date: August 15, 1983 Recording Information: 8308150542 In Favor of: King County Water District No. 124 For: Water mains Affects: Parcel II Restrictions, conditions, dedications, notes, easements and provisions, if any, as contained and/or delineated on the face of the Short Plat No. 1084006 recorded December 31, 1985 under Recording No. 8512311597, in King County, Washington. (Affects Parcel II) The terms and provisions contained in the document entitled "Common Area Maintenance Agreement" recorded May 23, 1986 as Recording No. 8605230192 of Official Records. Document(s) declaring modifications thereof entitled "First Amendment to Common Area Maintenance Agreement" recorded June 1, 1995 as Recording No. 9506010610 of Official Records. First American Title Insurance Company Form WA-5 (6/76) File No.: NCS-793385-PHIL Commitment Page No. 8 20. The terms and provisions contained in the document entitled "Declaration of Restrictions and Grant of Easements" recorded May 23, 1986 as Recording No. 6605230193 of Official Records. Document(s) declaring modifications thereof entitled "First Amendment to Declaration of Restrictions and Grant of Easements" recorded June 1, 1995 as Recording No. 9506010609 of Official Records. 21. The terms and provisions contained in the document entitled "Party Wall Agreement" recorded May 23, 1986 as Recording No. 860523019.4 of Official Records. (Affects Parcel II) 22. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: BRNK Federal Way, LLC, a Delaware limited liability company Grantee/Beneficiary: Wells Fargo Bank, National Association Trustee: First American Title Insurance Company, a California corporation Amount: $74,000,000.00 Recorded: July 31, 2013 Recording Information: 20130731000475 ----.................... __ - The terms and provisions contained in the document entitled Amendment to Deed of Trust and Spreading Agreement" recorded June 2, 2015 as Recording No. 20150602000812 of Official Records. The terms and provisions contained in the document entitled "Memorandum of Fourth Modification Agreement and Amendment of Deed of Trust" recorded May 3, 2016 as Recording No. 20160503000250 of Official Records. 23. Evidence of the authority of the individual(s) to execute the forthcoming document for BRNK Federal Way, LLC, a Delaware limited liability company, copies of the current operating agreement should be submitted prior to closing. 24. Evidence of the authority of the individual(s) to execute the forthcoming document for Phillips Edison Strategic Investments Group LLC, copies of the current operating agreement should be submitted prior to dosing. NOTE: The Washington Corporation Division has no active record of Phillips Edison Strategic Investments Group LLC. 25. Prior to issuance of an extended coverage policy, the Company will require an Owner's Affidavit be completed and submitted to the Company for approval prior to closing. The Company reserves the right to make any additional requirement as warranted. 26. Matters of extended owner/purchaser coverage which are dependent upon an inspection and an ALTA survey of the property for determination of insurability. Please submit a copy of the ALTA Survey at your earliest convenience for review. Our inspection will be held pending our review of the ALTA Survey and the result of said inspection will be furnished by supplemental report. First American Title Insurance Company Form WA-5 (6/76) File No.: NCS-793385-PHIL Commitment Page No. 9 27. Any claim that the Title is subject to a trust or lien created under The Perishable Agricultural Commodities Act, 1930 (7 U.S.C. §§499a, et seq.) or the Packers and Stockyards Act (7 U.S.C. §§181 et seq.) or under similar state laws. 28. Unrecorded leaseholds, if any, rights of vendors and security agreement on personal property and rights of tenants, and secured parties to remove trade fixtures at the expiration of the term. 29. Any facts, rights, interests or claims that may exist or arise by reason of the following matters disclosed by an ALTA/NSPS survey made by Duryea & Associates, P.S. on June 02, 2016, last revised June 08, 2016, designated Job Number 15-1949: (A) Rock wall crosses the southerly boundary line by up to 1.4' onto adjoining property; (B) Adjoining building crosses the northerly boundary line by up to 2.2' onto the subject property; (C) Chain link fence in the southwesterly corner crosses the westerly boundary line by an undisclosed distance onto adjoining property; (D) The northerly side of the building crosses over 10' building setback line. First American Title Insurance Company Form WA-5 (6/76) Commitment File No.: NCS-793385-PHIL Page No. 10 INFORMATIONAL NOTES A. Effective January 1, 1997, and pursuant to amendment of Washington State Statutes relating to standardization of recorded documents, the following format and content requirements must be met. Failure to comply may result in rejection of the document by the recorder. B. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. C. The description can be abbreviated as suggested below if necessary to meet standardization requirements. The full text of the description must appear in the document(s) to be insured. Lot 4, SP No. 278132 Revised, rec. 8210260642. Lot 1, SP No. 1084006, rec. 8512311597 APN: 242103-9103-01 APN: 242103-9001-04 Property Address: 33600 & 33620 21st Avenue SW, Federal -Way, WA 98023 D. A fee will be charged upon the cancellation of this Commitment pursuant to the Washington State Insurance Code and the filed Rate Schedule of the Company. END OF SCHEDULE B First American Title Insurance Company Form WA-5 (6/76) Commitment First American Title Insurance Company National Commercial Services COMMITMENT Conditions and Stipulations File No.: NCS-793385-PHIL Page No. 11 1. The term "mortgage" when used herein shall include deed of trust, trust deed, or other security instrument. If the proposed Insured has or acquires actual knowledge of a defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment, other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act or reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclosure such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option, may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of Policy or Policies committed for, and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the Policy or Policies committed for and such liability is subject to the Insuring provisions, exclusion from coverage, and the Conditions and Stipulations of the form of Policy or Policies committed for in favor of the proposed Insured which are hereby incorporated by references, and are made a part of this Commitment except as expressly modified herein. 4. Any claim of loss or damage, whether or not based on negligence, and which arises out of the status of the title to the estate or interest or the lien of the Insured mortgage covered hereby or any action asserting such claim, shall be restricted to the provisions and Conditions and Stipulations of this Commitment. First American Title Insurance Company Form WA-5 (6/76) Commitment The First American Corporation First American Title Insurance Company National Commercial Services PRIVACY POLICY We Are Committed to Safeguarding Customer Information File No.: NCS-793385-PHIL Page No. 12 In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that you may be concerned about what we will do with such information particularly any personal or financial information. We agree that you have a right to know how we will utilize the personal information you provide to us. Therefore, together with our parent company, The First American Corporation, we have adopted this Privacy Policy to govern the use and handling of your personal information. Applicability This Privacy Policy governs our use of the information which you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from a public record or from another person or entity. First American has also adopted broader guidelines that govern our use of personal information regardless of its source. First American calls these guidelines its Fair Information Values, a copy of which can be found on our website at www.firstam.com. Types of Information Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include: Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means; Information about your transactions with us, our affiliated companies, or others; and - Information we receive from a consumer reporting agency. Use of Information We request Information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as permitted by law. We may, however, store such Information indefinitely, including the period after which any customer relationship has ceased. Such information maybe used for any intemal purpose, such as quality control efforts or customer analysis. We may also provide all of the types of nonpublic personal information listed above to one or more of our affiliated companies. Such affiliated companies Include financial service providers, such as title Insurers, property and casualty insurers, and trust and Investment advisory companies, or companies Involved in real estate services, such as appraisal companies, home warranty companies, and escrow companies. Furthermore, we may also provide all the information we collect, as described above, to companies that perform marketing services on our behalf, on behalf of our affiliated companies, or.to other financial institutions with whom we or our affiliated companies have joint marketing agreements. Former Customers Even if you are no longer our customer, our Privacy Policy will continue to apply to you. Confidentiality and Security We will use our best efforts to ensure that no unauthorized parties have access to any of your information. We restrict access to nonpublic personal information about you to those Individuals and entitles who need to know that information to provide products or services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accordance with this Privacy Policy and First American's Fair Information Values. We currently maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. c 2001 The First American Corporation - All Rights Reserved FirstAmencan Title Insurance Company A 41* CITY OF Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8`h Avenue South RECEIVED Federal Way, WA 98003 253-835-2607; Fax 253-835-2609 JUN 2 0 2017 www.citvoffederalway.cam CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 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. Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review 6 Applicable during Building Permit Review Section 1.0 Natural Surveillance 1.1 Blind Corners — ❑Cor Avoid blind corners in pathways and parking lots. ❑Revise _ ❑NA Comments: IR Pathways should be direct. All barriers along pathways should be permeable (see through) including landscaping, fencing etc. ■ 13 Consider the installation of mirrors to allow users to see ahead of them and around corners. e Other strategy used:. n 1.2 Site and Building Layout _ L-luor Allow natural observation from the street to the use, from the _ ❑Revise use to the street, and between uses _ ❑NA Comments: Bulletin #022 — January 1, 2011 Page 1 of 9 k:\-Iandouts\CPTED Checklist Section and ✓ I Functional Area Performance Performance Standard Standard Strategy 0 Applicable during Site Plan Review e 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. ■ \A Access to dwellings or other uses above commercial/ retail development should not be from the rear of the building. ■ \� ❑ Offset windows, doorways and balconies to allow for natural observation while protecting privacy. ■ Locate 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 IR entrance, they should maximize opportunities for natural Facilities surveillance from the street. ■ 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 parking are proposed, provide surveillance such as security Parking and cameras. ■ Parking Structures Access to elevators, stairwells and pedestrian pathways should be clearly visible from an adjacent parking area. ■ 10 Avoid hidden recesses. ■ Locate 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:. C Evaluation for Agency Use Only Bulletin #022 —January 1, 2011 Page 2 of 9 k:\Handouts\CPTED Checklist Section and Performance Standard 1.3 ✓ Functional Area Performance Standard Evaluation for Agency Use Only Strategy ■ Applicable during Site Plan Review ® Applieahle during BuiIding Ile mii1 Review Common/Open Space Areas and Public On -Site Open — ❑Cax Space _ ❑Revise Provide natural surveillance for common/open space areas. _ ❑NA Comments: 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 ❑ screens refuse containers but avoids providing opportunities to hide. ■ Locate waiting areas and external entries to elevators/stairwells \Q' ❑ 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 used: 1.4 Entrances — Provide entries that are clearly visible. Revise _ ❑NA Comments: IN Design entrances to allow users to see into them before entering. ■ Entrances should be clearly identified (Signs must conform to IN FWRC 19.140.060. Exempt Signs. (Applicable during Certificate of Occup ana-IM-ection). Other strategy used: Glass 1.5 Fencing 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 I ✓ Functional Area Performance Performance Standard Standard Strate f e _ 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 ❑ oepen elements to allow visibility above the height of five feet. If noise insulation is required, install double -glazing at the ❑ front of the building rather than solid fences higher than five feet. e Evaluation for Agency Use Only Other strategy used: 1.6 Landscaping _ ❑Cor Avoid landscaping which obstructs natural surveillance and _ ❑Revise allows intruders to hide. _ ❑NA Comments: tv Trees with dense low growth foliage should be spaced or their crown should be raised to avoid a continuous barrier. 0 Use low groundcover, shrubs a minimum of 24 inches in pg height, or high -canopied trees (clean trimmed to a height of eight feet) around children's play areas, parking areas, and along pedestrian pathways. ■ gg Avoid vegetation that conceals the building entrance from the street. ■ Other strategy used: 1.7 Exterior Lighting ❑Cor Provide exterior lighting that enhances natural surveillance. _ ❑Revise (Refer to FWRC 19.115.050(7)(a) for specific lighting _ ❑NA requirements.) Comments: Prepare a lighting plan in accordance with Illuminating Engineering Society of America (IESA) Standards, which addresses 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 ✓ Functional Area Performance Performance Standard Standard Strategy K Applicable during Site Plan Review B Applicable during auildiiry Permit Review Locate elevated light fixtures (poles, light standards, etc.) in a coordinated 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 Ensure inset or modulated spaces on a building facade, access/egress routes, and signage is well lit. e ❑ In 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 ❑ mature 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 ❑ giving 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 Cq Select and light "safe routes" so that these become the focus of legitimate pedestrian activity after dark. ■ ❑ 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 used; n Evaluation for Agency Use Only 1.8 Mix of Uses u%-U1J In mixed use buildings increase opportunities for natural ❑Revise surveillance, while protecting privacy. _ ❑NA Comments: Bulletin #022 — January 1, 2011 Page 5 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 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. i Other strategy: used 1.9 Security Bars, Shutters, and Doors _ ❑Cor 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: Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy 0 AppIicable dllring Site Plan R;n iciy e Applicable during Building Permit Review Section 2.0 Access Control 2.1 Building Identification _ ❑Conf 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. 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 Evaluation for Performance Performance Standard Agency Use Only Standard Strategy rt Applicable tiurii7 Sits; Plan lteviest. 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 ❑ Street 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 used: 2.2 Entrances _ ❑Cor Avoid confusion in locating building entrances. ❑Revise _ DNA Comments: Entrances should be easily recognizable through design features and directional signage. (Signs must conform to FWRC 19.140.060. Exempt Signs. ■ ER Minimize the number of entry points. ■ Other strategy used: 2.3 Landscaping _Conforms Use vegetation as barriers to deter unauthorized access. ❑_Revise _ [INA Comments: ❑ Consider using thorny plants as an effective barrier. e Other strategy used: 2.4 Landscaping Location — L]Coiif' Avoid placement of vegetation that would enable access to a ❑Revise building or to neighboring buildings. — ❑NA Comments: Bulletin #022 — January 1, 2011 Page 7 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ i1.�r�lic8;t�1� during;?s;t_ J.'Ic,n Revic•i�- 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: 2.5 Security _ ❑Conf Reduce opportunities for unauthorized access —Revise _ ❑NA Comments: Consider the use of security hardware and/or human measures Eq to reduce opportunities for unauthorized access. (applicable during Certificate of Occupancy Inspection). Other strategy used: Gated Card Reader 2.6 Signage _ ❑Conf Insure that signage is clearly visible, easy to read and simple — ❑Revise to understand [Signs must conform to FWRC 19.140.060. _ ❑NA Exempt Signs]. Comments: ❑ Use strong colors, standard symbols, and simple graphics for informational signs. e Upon entering the parking area, provide both pedestrians and For Surface ❑ 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. 6 ❑ Advise users of security measures that are in place and where to find them, i.e. security phone or intercom system. 6 ❑ Provide signage in the parking area advising users to lock their cars. e 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 bite 1'1;rn RevimVl e Applicable during Building Permit Review Where exits are closed after hours, ensure this information is indicated at the parking area entrance. e Other strategy used: El Section 3.0 Ownership 3.1 Maintenance _ ❑Conf Create a "cared for" image _ ❑Revise _ ❑NA Comments: Ensure that landscaping is well maintained, as per FWRC IN 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 \Q' ❑ more than six to eight units share a common building entrance. ■ Other strategy used: 3.2 Materials _ ❑Conf Use materials, which reduce the opportunityfor vandalism. ❑Revise _ ❑NA Comments: Consider using strong, wear resistant laminate, impervious glazed ceramics, treated masonry products, stainless steel ❑ materials, 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 used: Bulletin #022 — January 1, 2011 Page 9 of 9 k:\Handouts\CPTED Checklist RECEIVED Lakehaven WATER & SEWER DISTRICT mot. JUN202017 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT WATER CERTIFICATE _A LABILI Lakehaven Water & Sewer District - Development Engineering Section 31623 - 1st Ave S * PO Box 4249 * Federal Way, WA 98063-4249 Telephone: 253-945-1581 or 253-945-1580 * Email: DE@Lakehaven.org This certificate is intended to provide the applicant, land use agencies &/or public health departments with information necessary to evaluate development proposals. Lakehaven Water & Sewer District, at its sole discretion, reserves the right to delay, or deny, water service based upon capacity &/or supply limitations in Lakehaven's or Other Purveyor's system facilities. Proposed Land Use: ❑ Building Permit-SFR ❑ Building Permit-MFR ❑ Building Permit -Other ❑ Subdivision ❑ Short Subdivision ❑ Binding Site Plan ❑ Rezone ❑ Boundary Line Adjustment ® Other (specify/describe) ocess 111,Laknd Use Approval Tax Parcel Number(s): 2421039001, ZIZ10 9 003 Site Address: 33620 — 21st Ave SW Lakehaven GIS Grid: F-11 Ex. Bldg. Area to Remain: N/A sf New Bldg. Area Proposed: 159,950+/- sf Applicant's Name: AHBL WAIgR SYSTEM IFORM TION 1. ® water service can be provided by service connection to an existing 8" diameter water main that is on the site. 2. ® If new/additional fire hvdrant(s)_requlred, water service for the site will require an improvement to Lakehaven's water distribution system of: ❑ a. 4 feet of " diameter water main to reach the site; and/or ❑ b. The construction of a water distribution system on the site; and/or ❑ c. A major portion of Lakehaven's comprehensive water system plan would need to be Implemented and/or constructed; and/or ® d. Other (describe): Lakehayen Developer Extension A reement Lequired. 3. a. The existing water system is in conformance with Lakehaven's Comprehensive Water System Plan. ❑ b. The existing water system is not in conformance with Lakehaven's Comprehensive Water System Plan and an Amendment to this Plan will be required. This may cause a delay in issuance of land use approvals or permits. 4. 0 a. The subject property is within the corporate limits of Lakehaven Water & Sewer District, or has been granted Boundary Review Board approval for extension of water service outside of Lakehaven's water service area. ❑ b. Annexation or Boundary Review Board approval will be necessary to provide service. S. Water service is subject to: ® a. Payment of connection charges (to be determined by Lakehaven); ® b. Proof or reservation of easement(s) as required by Lakehaven; ® c. Other: Water Service- nnection applicatjon reQuired, for ariv new/modined servinngctiion. Comments/special conditions: Service pressV[e greater than 80 lisi Indicated, Press-rePress-ure Reducing Valves Indicated. contact local building official for reguirements r add Mortal Informat The nearest fire hydrant is on the Prooertv (as marked on map on the back of this page). Fire Flow at no less than 20 psi available within the water distribution system is 2_5M GPM (approximate) for two (2) hours or more. This flow figure depicts the theoretical performance of the water distribution system under high demand conditions. If more precise available fire flow figures are required or desired, Applicant can request Lakehaven perform a system hydraulic model analysis. Current/2017 cost for a system hydraulic model analysis is $210,00, contact Lakehaven for additional -information. 538 Pressure Zone Est. Site Elevation (s)-GIS: High 340+/-, Low 320+/- Est. Pressure Range at Site (psi): 77-94 I hereby certify that the above water system information is true. This certification shall be valid for one (1) year from the date of signature. Name: BRIAN ASBURY Title: DEVELOPMENT ENGINEERING SUPERVI R Signature: Date: ` 2421039001 2421039103 wtr.docx (Form Update 1/3/17) Page 1 of 2 13214350'38 33520 �3 12" PVC �ry M 2421039102 2MOD Hy ant 4 za-bpvc 1?21039109 1918 12'PVc " "PVC SW a SW CAMPUS DR 2421039/13 2132 V M Esc. WtrSvc 20325� N 1.5" Dnns. 2421039001 33E20 Esc. WtrSvc 19162 w `- 2421039103 1" Bern. a 335NO0 Ex. WtrSvc 1+9163 ■ 1" Irr. Eat. WtrSvc 339115 _ Ex 9" Fire Prot. 8" AC 9+5" aC aC Hydrant � ar' AC ae W V 3r Tr 0 33702 LM 7- s°`or U c UNKNOWN 3T E: La keha ven Water and Suer strict neither warrants. nor gu=r3rrtea5 e accuracy of any faci€ity information ovided. Facility tacations and conditions s subject to field verification. Water Certificate ofAvaitabllity Parcels 24-2103-001, 24210491003 fee, 15' La! 2017 2421039001 2421039103 wtr.docx (Form Update 1/3/17) Page 2 of 2 . , Lakehaven WATER & SEWER DISTRICT SEWER CERTIFICATE 0F_AVAkLA44.iTY Lakehaven Water & Sewer District - Development Engineering Section 31623 - 1st Ave S * PO Box 4249 # Federal Way, WA 98063-4249 Telephone: 253-945-1581 or 253-945-1580 * Email: DE@Lakehaven.org This certificate is intended to provide the applicant, land use agencies &/or public health departments with information necessary to evaluate development proposals. Lakehaven Water & Sewer District, at its sale discretion, reserves the right to delay, or deny, sewer service based upon capacity &/or supply limitations in Lakehaven's or Other Purveyor's system facilities. Proposed Land Use: ❑ Building Permit-SFR ❑ Building Permit-MFR ❑ Building Permit -Other ❑ Subdivision ❑ Short Subdivision ❑ Binding Site Plan ❑ Rezone ❑ Boundary Line Adjustment ® Other (specify/describe) Process III Land Use 62provai Tax Parcel Number(s): 2421039001. Z421039103 Site Address: 33620 -- 21st Ave 5W Lakehaven GIS Grid: F-11 Ex, Bldg. Area to Remain: N/A sf New Bldg. Area Proposed: 159.950+1- sf Applicant's Name: AHBL SEWER SYSTEM INFORMATION 1. ® Sewer service can be provided by service connection to an existing 8" diameter sewer main that is on the site and the sewer system has the capacity to serve the proposed land use. 2. ❑ sewer service for the site will require an improvement to Lakehaven's sanitary sewer system of: ❑ a_ feet of " diameter sewer main or trunk to reach the site; and/or ❑ b. The construction of a sanitary sewer collection system on the site; and/or ❑ c. A major portion of Lakehaven's comprehensive wastewater system plan would need to be implemented and/or constructed; and/or ❑ d. Other (describe): 3. ® a. The existing sewer system is in conformance with Lakehaven's Comprehensive Wastewater System Plan. ❑ b. The existing sewer system is not in conformances with Lakehaven's Comprehensive Wastewater System Plan and an Amendment to this Plan will be required. This may cause a delay in issuance of land use approvals or permits. 4. ® a. The proposed site land use is within the corporate limits of Lakehaven Water & Sewer District, or has been granted Boundary Review Board approval for extension of sewer service outside of Lakehaven's sewer service area. ❑ b. Annexation or Boundary Review Board approval will be necessary to provide service. S. Sewer service is subject to: ® a. Payment of connection charges (to be determined by Lakehaven); ® b. Proof or reservation of easement(s) as required by Lakehaven; ® c. Other: Sewer Service Connection Per i d r n ne ifie i clu L exi ti isc n c servl connection(s�. Comments/special conditions: Parcel 2421039 01 has an existing sewer service tonne ion. I hereby certify that the above sewer system information is true. This certification shall be valid for one (1) year from the date of signature. Name: BRIAN ASSURY Title: VELOPMEN ENGINES SUPERV O r Signature: Date: 2421039001 2421039103 swr.docx (Form Update 1/3/17) Page 1 of 2 2421039001 2421039103 swr.docx (Form Update 1/3/17) Page 2 of 2 Project Narrative - Updated for Resuhmittaf Federal Way Self Storage Process III Application Prepared by: AHBL Seattle / Tacoma, Washington Prepared for: Wasatch Storage Partners Date: September 20, 2017 "UPDATED RESUBMITTED SEP 2 0 2017 CfTY OF FEDERAL WAY COMMUNfTY DEVELOPMEN7 Table of Contents PROJECTTEAM AND CONTACTS ............. »...................... »...................... »...................... «...................... ........... 1 PROJECTINFORMATION...................................................................................................................................... 2 SiteS ummary .................................................................................................................................................................... 2 Project Description.»«...«....«...«....».«««.«..«»..«...»«...»..»»...»..««...»..»«..»...»«...»..»».»«....»...»....««.»....«.««....».. 2 ExistingConditions........................................................................................................................................................... 3 SeparateBoundary Line Adjustment......................................................................................................................................... 4 Land Use Narrative...«...»..»«...«....«...«..«...««.............».»»».......««...«....»...»....«...»«»«...»....«...«....»«.»....«...»..««.. 5 PreApplication..............................................................................................................................................................................5 SpecialRegulations and Notes................................................................................................................................................... 5 CommunityDesign Criteria.........................................................................................................................................................7 TrafficConcurrency Review............................................................................................................................................13 RoadwayDeviation.........................................................................................................................................................13 CPTEDCheckllst..............................................................................................................................................................13 SEPAEnvironmental Review..........................................................................................................................................13 i Federal Way Self -Storage - Land Use Narrative - August 25, 201 7 ** UPDATED PROJECT TEAM AND CONTACTS Applicant / Owner Land Use Planner Civil Engineer Landscape Architect Surveyor Architect Wasatch Storage Partners / CH Realty VII-WSP I Seattle Federal Way 5elt Storage 131 S 700 E Suite 102 American Folk, LIT84003 (801) 692-1474 w Contact: Justin Barnes AHBL, Inc. 2215 North 30th Street Suite 300 Tacoma, WA 98403-3350 (253) 383-2422 rgiyen5aahbl,comPbicom Contact: Ryan Givens, AICP & Colin Poff AHBL, Inc. 2215 North 30th Street Suite 300 Tacoma, WA 98403-3350 (253) 383-2422 scomfort(aahbl.com & WFierst(aAHBLcom Contact: Sean Comfort, PE & Bill Fierst, PE AHBL, Inc. 2215 North 30th Street Suite 300 Tacoma, WA 98403-3350 (253) 383-2422 I(Glandon(aahbl.com Contact: Kristin Glandon, RLA Duryea & Associates PO Box 7400 Spokane, WA 99207 (509) 465-8007 - office Contact: Mitch Duryea Stanley Lance Heal I Architect 401 Covered Bridge Road Cherry Hill, NJ 08034 Cell (856) 296-2570 www_h ea ldesio narou D.com Contact: Lance Heal PROJECT INFORMATION Site Summary Location 33650 21 st Avenue SW, Federal Way, Washington Parcel Identification Numbers 2421099001 / 2421039103 Zoning Neighborhood Business (BN) Site Area 175,165-square feet /4.02-acres Project Description The request is for Process III approval to redevelop an existing, unoccupied large format commercial property into a new self -storage facility. This request includes the required Process III application, SEPA, and Concurrency Review; the applicant will seek a boundary line adjustment (BLA) under a separate cover and prior to building permit review. The proposal will include four (4) two-story self -storage buildings consisting of a total of approximately 160,000- sf; the existing structures will be removed. An office and associated parking area will be oriented along the 21 st Avenue SW frontage. The office has a customer entry door facing the 21 st Avenue SW frontage and a pedestrian pathway will provide direct access to the public street. The project will utilize existing driveway accesses onto 21 st Avenue and 19th Avenue SW, the project will also utilize shared access across adjacent parcels to connect to SW Campus Drive / SW 336th Street. No new vehicular access points are proposed. This redevelopment project will close one existing driveway connection to 21 st Avenue SW. The four buildings will be oriented towards an internal, secured drive aisle. Each storage building will be limited to 40,000-sf and will be climate controlled. Most storage units will be accessible via internal hallways; some large units will be oriented and accessible via the secured drive aisle. Each storage building will front a single, security controlled entrance oriented to the internal drive aisle. Internal elevator and/or stairway access are provided within the buildings; accessory stairways are provided on the sides of buildings and within the fenced drive aisle. The internal drive aisle is planned in a one-way arrangement. Patrons will enter the secured space from a key pad at the gated entrance near the 21 st Avenue SW frontage; patrons will exit at a second key pad gate near the 19th Avenue frontage. Patrons may also access the storage unit areas through a secured door in the office. Parking is provided along the 21 st Avenue SW frontage and directly in front of the office. This arrangement ensures security and surveillance for persons that may not otherwise have approved access into the storage areas. Conceptual Site Plan (for narrative only, Civil Plans are slightly different) Existing Conditions The site includes two individual parcels (24210-9001 and-9103). The site shares a block with other properties that, collectively, create a commercial node. The subject site was previously developed with a +/-42,000-sf grocery store (former Albertsons); the building has since been vacant and unable to sustain a new tenant. The building is located adjacent to the north property line. The site includes a sizable surface parking field; portions of the parking lot blend into adjacent parcels where a shared parking arrangement has been in effect for a number of years. The adjacent parcels to the north include an in -line retail building and a stand-alone restaurant. Collectively, these properties appear and function as a commercial center. A department store (Fred Meyer) with accessory fuel station and bank abuts the site to the south. A shopping center with a grocery store anchor and outparcels are located across 21 st Avenue SW to the west. A post office is located across 19th Avenue SW to the east. Other commercial services are located across Campus Drive to the north. A large multi -family community is located across Campus Drive to the northeast. The proposed redevelopment project should be considered compatible with the surrounding land use pattern. Existing Conditions Se arate Boundary Line Adjustment The developers intend to pursue a separate boundary line adjustment (BLA) request; the BLA will be commenced mid -way through the Process III review to ensure the appropriate location for the lot lines. Specifically, parcel 24210-9001 encompasses the majority of the site; parcel 24210-9103 is currently arranged as an outparcel along 21 st Avenue SW. The future intent is to adjust the 9103/9001 lot lines so they align as an extension of the southern boundary of 24210-9113 (adjacent property). This arrangement will result in a more consolidated southern parcel and a separate parcel fronting Campus Drive. The intent is that all redevelopment activity will occur on the resulting southern parcel. This request will be processed separately from the Process III request. It is acknowledged that this Process III may be conditioned to require that a BLA be approved prior to the issuance of building permits. 9100 g016 ?JjacCem roar 902�# _F0 91�$ 9109 �� _ f 0010 9102 9113 0 o 0 910�3 9001 U020 37th P1 __ :_ o Go 5�.OJ0_2a0 40 CS 2�4� 0 0010 ! access. Existing Parcel Configuration 9100 go16id Lamen O road F927�0 � 9106 9109 :f 0010 ,9102 9113 o N S00h G Parml tr 0% 0020 37th P1 s roads_ o �„Q 0Q60-- =--- ti CO CO J�-96s- G i9�0010 FV0 1 Intended Boundary Line Adjustment Arrangement Land Use Narrative The proposed use, a self-service storage facility, is allowed in the BN district subject to a Process III approval. The use is applicable to specific dimensional standard as specified in 19.215.130Seif-service storage facilities. The enclosed site plan demonstrates compliance with these standards. Additionally, the project is subject to Special Regulations and Notes and certain Community Design standards. Pre-ARRlication The project team attended a pre -application conference with the City of Federal Way's Development Review Committee (DRC) held February 2, 2017. City staff provided a summary and direction how to proceed with land use approval and highlighted the applicable standards. A copy of these pre -application notes is included in this submittal. 512ecial Regulations and Notes Self-service storage facilities are permitted in the BN district pursuant to specific regulations and notes. The following identifies how the proposal addresses each applicable requirement. 1. The hours of operation of self-service storage facilities uses may be limited to reduce impacts on nearby residential areas. Finding: The site neither abuts nor shares access with a residential community. The nearest residential community is a medium -density multifamily project located approximately 400+feet to the northeast of the site and across Campus Drive. The hours of operation for the proposed self -storage facility are 9am-10pm. It should be noted that these hours of operation are less than adjacent uses, such as the Puerto Vallarta Mexican restaurant to the north, and the Fred Meyer to the east. 2. The portion of the subject property that is developed with self-service storage facilities and related site improvements shall be no greater than three acres. Finding: The portion of the site that will be developed with self -storage buildings and directly - associated drive -aisles are will occupy +/- 2.89 acres. While there are other drive aisles planned across the site, they provide circulation and access to the subject site and the abutting commercial parcels to the north. There are shared access agreements that are required to be maintained. In response to the City's comment letter dated August 10, 2017, the area devoted to self -storage and ancillary uses (e.g., parking and trash enclosure) has been delineated on the revised civil plan set. 3. No single building shall contain more than 40,000 gross square feet of building area. Finding: Each of the four (4) buildings are proposed to be limited to 40,000-sf of enclosed, climate - controlled building area. 4. If any portion of a structure on the subject property is within 100 ft. of a residential zone, then that portion of the structure shall not exceed 30 ft. above average building elevation and the structure shall be set back a minimum of 20 ft. from the property line of the residential zone. Finding: No portion of the proposed buildings will be located within 100-ft of a residential zone. 5. No door openings for any storage unit shall be constructed directly facing any residentially zoned property. Finding: All doors for individual storage units are either oriented to an interior hallway or to a drive aisle that is aligned internal to the site. 6. The subject property must be designed so that any on -site vehicle maneuvering space shall be located as far as possible from any residential zone and secondarily, from any public right-of-way. Finding: The on -site vehicle maneuvering space related to the self -storage units are restricted to a secured drive aisle located internal to the project and located between individual buildings. The design intent is to provide a secured area for loading/unloading. The other drive aisles on site are intended to provide cross access for the adjacent commercial parcels that benefit from cross access agreements, those drive aisles are not specifically associated with the self -storage use. 7. Self-service storage facilities may include one accessory living facility. Finding: The applicant acknowledges this allowance; no accessory living facilities are proposed as part of this proposal. 8. On -site parking for one rental truck of no more than 12,000 lbs. gross weight (GVM shall be permitted. This rental truck shall be for the use of tenants of the self -storage facility for the moving of personal items to and from the storage units. Finding: The applicant acknowledges this allowance. 9. No outdoor use, activity, or storage is permitted associated with self-service storage facilities. Finding: All patron storage will occur within individual units; outdoor storage is neither provided nor allowed. 10. No individual storage stall or locker may exceed 500 sq. ft. of floor area. Finding: All proposed storage units will be limited to 500-sf. 11. Uses associated with self-service storage facilities are restricted to dead storage only. The following are specifically prohibited: a. Commercial, wholesale, or retail sales. b. The service, repair, or fabrication of motor vehicles, boats, trailers, lawn mowers, appliances, or other similar equipment. c. The operation of power tools, spray painting equipment, table saws, lathes, compressors, welding equipment, kilns, or other similar equipment. d. The establishment of a transfer and storage business. e. Any use that is noxious or offensive because of odor, dust, noise, fumes, or vibration. f. Storage of hazardous or toxic materials, and chemicals or explosive substances. Finding: The project is intended to provide non -hazardous material storage, the aforementioned activities are not allowed. 12. For self-service storage facilities, the required landscape areas must be planted with Type I landscaping per FWRC 19.125.050 et seq. of this title when in the side and rear yard, and with Type III landscaping when adjacent to a right-of-way. Finding: The project includes the aforementioned landscaping buffer types, the landscaping plan provides additional detail relating to dimensions and planting material. Comirnunity Design Criteria The pre -application notes states that the formal Process III application must include a written narrative that identifies how the proposal complies with the applicable design guidelines, as outlined in the FWRC and summarized below. Moreover, the pre -application notes highlighted criteria relating to the BN zone specific guidelines. The following lists each applicable criterion and the applicants' findings. 19.115.010 Purpose (2) Implement crime prevention through environmental design (CPTED) principles by: (a) Requiring minimum standards for design review to reduce the rate of crime associated with persons and property, thus providing for the highest standards of public safety. Finding: The proposal is required to undergo design review, and will meet or exceed minimum standards. Design alternatives that are most conducive to the self -storage use were chosen according to design criteria and CPTED checklist. (b) CPTED principles are functionally grouped into the following three categories: (i) Natural surveillance. This focuses on strategies to design the built environment in a manner that promotes visibility of public spaces and areas. (ii) Access control. This category focuses on the techniques that prevent and/or deter unauthorized and/or inappropriate access. (iii) Ownership. This category focuses on strategies to reduce the perception of areas as "ownerless" and, therefore, available for undesirable uses. Finding: The primary entrance and office space is placed at the northwest corner of building one (1); an area highly visible from both 21 n Ave SW and SW Campus Drive. The main entrance has clear connections to street -level activity and is made easily recognizable through design features, such as a hipped -roof structure and a high percentage of glass for increased transparency. The office entrance is oriented to 21 It Avenue. Each building has limited entrances with security locks. All loading areas face an internal gated access road. The internal access road is secured with gates equipped with a security card reader. The gate provides security to the site while maintaining visibility to storage areas. The gate is planned as metal grillwork that allows visibility into the loading area. Lighting on all buildings is elevated in a coordinated manner so that the areas are entirely lit. Ownership is clearly defined through enhanced vegetation along the east and south property lines, which will be regularly maintained. The proposal has been designed in accordance with the city's CPTED checklist, which was submitted with the land use application. (c) CPTED principles, design guidelines, and performance standards will be used during project development review to identify and incorporate design features that 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: (i) The greater the risk of being seen, challenged, or caught, the less likely they are to commit a crime. (ii) The greater the effort required, the less likely they are to commit a crime. (iii) The lesser the actual or perceived rewards, the less likely they are to commit a crime. Finding: The site has natural surveillance. The main entrance is clearly identifiable from the adjacent street and parking area. There is a direct pedestrian connection from the entrance to the street/parking areas. The storage buildings are oriented around an central loading access road. This area is gated with a metal grill fencing to allow for visibility into the area. The area Is secured with perimeter fencing and gates that require access cards. CPTED principles and design criteria were used when selecting among various design alternatives. A CPTED checklist has been completed and submitted with the application. (d) Through the use of CPTED principles, the built environment can be designed and managed to ensure: (i) There is more chance of being seen, challenged, or caught; (ii) Greater effort is required; (iii) The actual or perceived rewards are less; and (iv) Opportunities for criminal activity are minimized. Finding: The site has natural surveillance as seen from the adjacent roadway and the main parking area. The main entrance is clearly identifiable while individual storage units are only accessed through a secure gate. The loading areas are planned behind a perimeter fence; the fence is planned a metal grills to allow visibility into the area. CPTED principles and design criteria were used when selecting among various design alternatives. A CPTED checklist has been completed and submitted with the application. 19.115.060 Building design —All zoning districts. (1) General criteria. (a) Emphasize, rather than obscure, natural topography. Buildings should be designed to "step up" or "step down" hillsides to accommodate significant changes in elevation, unless this provision is precluded by other site elements such as stormwater design, optimal traffic circulation, or the proposed function or use of the site. See FWRC 19.120.110 for related standards for development on sites with slopes of 15 percent or greater. Finding: This standard is not applicable to the proposed site/project as the site is generally level. (b) Building siting or massing shall preserve public viewpoints as designated by the comprehensive plan or other adopted plans or policies. Finding: It does not appear that this site has a public view point designation; thus, this standard is not applicable to this site/project. (c) Materials and design features of fences and walls should reflect that of the primary building(s) and shall also meet the applicable requirements of FWRC 19.120.120, Rockeries and retaining walls. Finding: The fence is planned to be a 6-ft ornamental aluminum picket fencing (SpecRail SR-1 or equal to as available) located at the front of the property adjacent to the security gate. Fence shall have factory applied black powder coat finish with pressed pointed pickets. The existing ornamental iron/aluminum fence are planned to be painted SW6258 Tricorn Black or equal to as available. (2) Building facade modulation and screening options, defined. Except for zero lot line townhouse development and attached dwelling units, all building facades that are both longer than 60 feet and are visible from either a right-of-way or residential use or zone shall incorporate facade treatment according to this section. Subject facades-shalI ' ncorporateAt Itwo-Of the four options-dQscribed h r iR. except, however, facades that are solidly screened by Type I landscaping, pursuant to Chapter 19.125 FWRC, Outdoors, Yards, and Landscaping, may use facade modulation as the sole option under this section. Options used under this section shall be incorporated along the entire length of the facade, in any approved combination. Options used must meet the dimensional standards as specified herein; except, however, if more than two are used, dimensional requirements for each option will be determined on a case -by -case basis; provided, that the gross area of a pedestrian plaza may not be less than the specified minimum of 200 square feet. See FWRC 19.115.090(3) for guidelines pertaining to city center core and city center frame. (a) Facade modulation. Minimum depth: two feet, minimum width: six feet; maximum width: 60 feet. Alternative methods to shape a building, such as angled or curved facade elements, off -set planes, wing walls and terracing, will be considered; provided, that the intent of this section is met. (b) Landscape screening. Eight -foot -wide Type II landscape screening along the base of the facade, except Type IV may be used in place of Type II for facades that are comprised of 50 percent or more window area, and around building entrance(s). For building facades that are located adjacent to a property line, some or all of the underlying buffer width required by Chapter 19.125 FWRC, Outdoors, Yards, and Landscaping, may be considered in meeting the landscape width requirement of this section. (c) Canopy or arcade. As a modulation option, canopies or arcades may be used only along facades that are visible from a right-of-way. Minimum length: 50 percent of the length of the facade using this option. (d) Pedestrian plaza. Size of plaza: Plaza square footage is equal to one percent of the gross floor area of the building, but it must be a minimum of 200 square feet. The plaza should be clearly visible and accessible from the adjacent right-of-way. Finding: The architectural plan sheets provide more detail on the proposed building design. Below includes our findings. North Elevation - Option (a) 2' pop out display cases and sign tower along facade facing the parking lot. Option (c) Architectural trim banding, Split Face CMU, and Varying metal panel textures will be utilized to break up the facade. For Building 1, a hipped -roof structure has been added atop the office area; a second hipped roof is planned mid -way along the facade. A sloped cap has been added to the top of the wall. West Elevation (facing 2111 Avenue frontage) - Option (a) will be applied: 2' CMU Building Pop out at stairs towers along street frontage. Option (c) will be applied: Architectural trim banding, Architectural Canopies, Split Face CMU, and Varying metal panel textures will be utilized to break up the facade. The plans were revised to include a standing seam metal hipped -roof to emphasize the office and customer entry. sloped cap has been added to the top of the wall. South and East Elevations - Option (b) will be applied: Landscape screening shall be used on these elevations. Option (c) will be applied: Architectural trim banding, Split Face CMU, metal panels will be utilized to break up the facade. South facade has minimal visibility from right of way. sloped cap has been added to the top of the wall. (3) Building articulation and scale. (a) Except for zero lot line townhouse development and attached dwelling units, building facades visible from rights -of -way and other public areas should incorporate methods of articulation and accessory elements in the overall architectural design, as described in subsection (3)(b) of this section. Finding: The elevation facing along 211 Avenue will be readily visible from the public right-of-way. The elevation is designed to include articulation in terms of materials, fenestration (windows), and pop- out/recessed well areas. The material board sheet provides additional detail and design specifics. The plans were revised to include a standing seam metal hipped -roof to emphasize the office and customer entry. A sloped cap has been added to the top of the wall. (b) Methods to articulate blank walls: Following is a nonexclusive list of methods to articulate blank walls, pursuant to FWRC 19.125.040(21) and subsection (3)(a) of this section: (i) Showcase, display, recessed windows; (ii) Window openings with visible trim material, or painted detailing that resembles trim; (ill) Vertical trellis(es) in front of the wall with climbing vines or similar planting; (iv) Set the wall back and provide a landscaped or raised planter bed in front of the wall, with plant material that will obscure or screen the wall's surface; (v) Artwork such as mosaics, murals, decorative masonry or metal patterns or grillwork, sculptures, relief, etc., over a substantial portion of the blank wall surface. (The Federal Way arts commission may be used as an advisory body at the discretion of the planning staff); (vi) Architectural features such as setbacks, indentations, overhangs, projections, articulated cornices, bays, reveals, canopies, and awnings; (vii) Material variations such as colors, brick or metal banding, or textural changes; and (viii) Landscaped public plaza(s) with space for vendor carts, concerts and other pedestrian activities. Finding: The elevation facing along 211 Avenue will be readily visible from the public right-of-way. The elevation is designed to include articulation in terms of materials, fenestration (windows), and pop- out/recessed well areas. The material board sheet provides additional detail and design specifics. Additionally, the plans were revised to include a standing seam metal hipped -roof to emphasize the office and customer entry. A sloped cap has been added to the top of the wall. 19115.070 Building and pedestrian orientation —AII zoning districts. (1) Building and pedestrian orientation, for all buildings except zero lot line townhouse development and attached dwelling units. (a) Buildings should generally be oriented to rights -of -way, as more particularly described in FWRC 19.115.090. Features such as entries, lobbies, and display windows should be oriented to the right-of-way; otherwise, screening or art features such as trellises, artwork, murals, landscaping, or combinations thereof should be incorporated into the street -oriented facade. Finding: The proposed customer office area is oriented to 21 # Avenue, this space has large windows and a glass door that provides visibility into the space from the adjacent street. There is a pedestrian access/sidewalk that connects the active spaces (office) to the public street. Only one row of parking is provided between the building facade and the right-of-way. (b) Plazas, public open spaces and entries should be located at street corners to optimize pedestrian access and use. Finding: The site/project is not located at the corner of 21 n Avenue and Campus. The site area located at the comer of 19"' Avenue and Campus contain an existing drive aisle that provides cross access to an adjacent commercial building; furthermore this area is far too shallow to support new building construction. As a result this criterion should not be applicable to this request. (c) All buildings adjacent to the street should provide visual access from the street into human services and activities within the building, if applicable. Finding: The proposed customer office area is oriented to 21' Avenue; this space has large windows and a glass door that provides visibility into the space from the adjacent street. (d) Multiple buildings on the same site should incorporate public spaces (formal or informal). These should be integrated by elements such as plazas, walkways, and landscaping along pedestrian pathways, to provide a clear view to destinations, and to create a unified, campus -like development Finding: The project includes a direct pedestrian accessway/sidewalk between the new customer office and the public sidewalk along 21 n Avenue. 19.115.090 District guidelines. In addition to the foregoing development guidelines, the following supplemental guidelines apply to individual zoning districts: (1) Professional office (PO), neighborhood business (BN), and community business (BC). (a) Surface parking may be located behind the building, to the side(s) of the building, or adjacent to the right-of- way; provided, however, that parking located adjacent to the right-of-way maximizes pedestrian access and circulation pursuant to FWRC 19.115.050(4). Finding: The project includes a new parking located between the front fagade and 21 n Street; the proposed design includes elements that provides safe and direct pedestrian access between the public right-of-way and the primary entrance. (b) Entrance facades shall front on, face, or be clearly recognizable from the right-of-way; and shall incorporate windows and other methods of articulation. Finding: The front office entrance is oriented to 21 51 Street and provides an awning and glass surrounds to emphasis its appearance as seen from the street. (c) Building entrances shall be architecturally emphasized and shall incorporate transparent glass. Finding: The front office entrance is emphasized with an awning, transparent glass and other glass surrounds. (d) Ground floor entrances to retail sales or services shall incorporate plaza features or furnishings, and/or streetscape amenities, in a context -sensitive amount and combination, considering the scale of the retail use(s) and entrance(s) to the overall building or development, and the proximity and access to other existing plaza or streetscape features. Finding: The project is intended to be a self -storage facility; there will be accessory retail activities occurring from the customer office area (e.g. leasing, customer service, and sale of moving -related items). Retail sales and service is not the primary use; however, the project includes a customer orient office that is oriented to 21 It Street. The entrance is emphasized with an awning and glass surrounds. (e) Ground -level mirrored or reflective glass is not allowed adjacent to a public right-of-way or pedestrian area. Finding: The proposed fa4ade designs do not include any mirrored or reflective glass adjacent to the public right of way or pedestrian area. (f) If utilized, chain -link fences visible from public rights -of -way or adjacent properties, and not screened by Type I landscaping as defined by Chapter 19.125 FWRC, shall utilize vinyl -coated mesh, powder -coated poles, dark color(s), and architectural element(s) such as pole caps and/or decorative grid pattern. Finding: A landscaping planting area is located between the public right-of-way and fencing. (s) All new buildings, including accessory buildings such as carports and garages in PO and BN zones only, shall appear to have a roof pitch ranging from at least 4:12 to a maximum of 12:12. Finding: The proposed buildings have been modified to include architecture features that provide and/or give the appearance of a sloped roof. For Building 1, (the most publically-visible building) there is a hipped -roof structure designed atop the office area; there is a similar hipped -roof element mid -way along the north elevation. For the other buildings, there is a sloped cap atop the exterior walls that face public rights -of - way and primary customer service areas. For these reasons, the proposal complies with this criterion. (3) City center core (CC-O and city center frame (CC-F) (b) Principal entrance facades shall front on, face, or be clearly recognizable from the right-of-way, and/or from the principal pedestrian right-of-way, as determined by the director, for projects exposed to more than one right-of-way. Finding: The site is within the Neighborhood Business (NB) zone and is not subject to these criteria. (c) Building facades shall incorporate a combination of facade treatment options as listed in FWRC 19.115.060(2) and (3)(b), to a degree that is appropriate to the building size, scale, design, and site context, and according to the following guidelines: (i) Principal facades containing a major entrance, or located along a right-of-way, or clearly visible from a right- of-way or public sidewalk, shall incorporate a variety of pedestrian -oriented architectural treatments, including distinctive and prominent entrance features; transparent glass such as windows, doors, or window displays in and adjacent to major entrances; structural modulation where appropriate to break down building bulk and scale; modulated rooflines, forms, and heights; architectural articulation; canopies, arcades; pedestrian plazas; murals or other artwork; and streetscape amenities. At least 40 percent of any ground level principal facade located along a right-of-way must contain transparent glass. Landscaping shall be used to define and highlight building entrances, plazas, windows, walkways, and open space, and may include container gardens, wall and window planters, hanging baskets, seasonal beds, trellises, vines, espaliered trees and shrubs, and rooftop gardens. Landscaping should not block views to the building or across the site. Foundation landscaping may be used to enhance but not replace architectural treatments. (ii) Secondary facades not containing a major building entrance, or located along a right-of-way, or clearly visible from a right-of-way or public sidewalk, may incorporate facade treatments that are less pedestrian -oriented than in subsection (3)(c)(i) of this section, such as a combination of structural modulation, architectural articulation, and foundation landscaping. Finding: The site is within the Neighborhood Business (NB) zone and is not subject to these criteria (d) Pedestrian pathways shall be provided from rights -of -way, bus stops, parking areas, and any pedestrian plazas and public space to primary building entrances. Where a use fronts more than one right-of-way, pedestrian access shall be provided from both rights -of -way, or from the right-of-way nearest to the principal building entrance. Multiple -tenant complexes shall provide pedestrian walkways connecting all major business entrances on the site. Pedestrian pathways shall be clearly delineated by separate paved routes using a variation in color and texture, and shall be integrated with the landscape plan. Principal cross -site pedestrian pathways shall have a minimum clear width of six feet in the city center frame, and a minimum clear width of eight feet in the city center core, and shall be protected from abutting parking and vehicular circulation areas with landscaping. Finding: The site is within the Neighborhood Business (NB) zone and is not subject to these criteria Traffic Concurrency Review The pre -application notes provide a general calculation for the proposed trips that are expected to be generated from the proposal. Specifically, the pre -application notes state "based on the submitted materials for 159,950 square feet mini -storage warehouse, the Institute of Transportation Engineers (ITE) Trip Generation -8th Edition, land use code 151 (Mini -Storage), the proposed project is estimated to generate approximately 42 new weekday PM peak hour trips. Alternatively, the applicant may submit a site specific trip generation study for the proposed development." The applicant concurs that with staffs traffic generation assessment and also understands that a trip generation credit should be granted with the removal of the existing grocery store use. According to the ITE Trip Generation - 9th Edition - the previous grocery store use would generate 398 PM Peak hour trips (9.48 trips/1,000 sq. ft. GFA). Therefore the new self -storage use would result in net decrease in vehicular trips compared to the previous grocery store use. A Traffic concurrency application form has been submitted with this request. Roadway Deviation Right-of-way dedication and half -street improvements may be required as a result of the proposed development. The applicant intends to dedicate full right-of-way. However, because of existing street conditions and limited street frontage, the applicant is requesting an administrative decision to deviate from certain half - street improvement requirements. A letter to the public works director requesting these deviations has been submitted with this request. On August 21, 2017, the City of Federal Way responded to the applicant's roadway modification request. The City's decision and conditions are accepted as written. The revised plans reflect the modification as approved and include applicable notes. CPTED Checklist The proposed redevelopment requires a Crime Prevention Through Environmental Design (CPTED) checklist. A completed CPTED checklist has been submitted with this request. A narrative description of compliance with CPTED community design principles is included in the Land Use Narrative section of this letter. SEPA Environmental Review The proposed redevelopment requires a SEPA Environmental Checklist. A completed SEPA checklist has been submitted with this request. A�� CIT Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT A 98003 RECEIVED 33325 8`h Avenue South 253-835 2607; Fax ederal a25`3- 35-2609 w wwxitvoifederalway.com JUN 20 2017 CITY OF FEDERAL. W-AY COMMUNITY DEVELOPMENT HAZARDOUS MATERIALS INVENTORY STATEMENT CRITICAL AQUIFER RECHARGE AND WELLHEAD PROTECTION AREAS I. WHY SHOULD THIS INVENTORY STATEMENT BE FILLED OUT? Critical Aquifer Recharge (CARAs) and Wellhead Protection Areas (WHPAs) are considered "critical areas" pursuant to Federal Way Revised Code (FWCC) Title 14, "Environmental Policy." This inventory statement must be filled out by the applicant or agent for any proposed activity listed in Section II of this handout, and which are located within Wellhead Capture Zones 1, 5, and 10 as shown on the Critical Aquifer Recharge and Wellhead Protection Areas Maps. Please refer to the handout on Critical Aquifer Recharge and Wellhead Protection Areas for a description of the review process. II. ACTIVITIES GOVERNED BY CARA AND WHPA REGULATIONS The inventory statement must be filled out for the following activities: ■ Construction of any residential structure, including single-family development • Construction of any barn or other agricultural structure • Construction of any office, school, commercial, recreational, service, or storage building • Construction of a parking lot of any size ■ Other minor new construction (see WAC 197-11-800[2]) • Additions or modifications to or replacement of any building or facility (does not include tenant improvements) ■ Demolition of any structure • Any landfill or excavation • Installation of underground tanks • Any division of land, including short plats ■ Change of use, which involves repair, remodeling, and maintenance activities Dredging • Reconstruction/maintenance of groins and similar shoreline protection structures + Replacement of utility cables that must be buried under the surface of the bedlands ■ Repair/rebuilding of major dams, dikes, and reservoirs • Installation or construction of any utility, except for on -going operation and maintenance activities of public wells by public water providers • Personal wireless service facilities Project Name Wasatch Federal Way Self Storage Applicant Wasatch Storage Partners Project Location 33620 29 st Ave. SW Tracking No. III. TYPES AND QUANTITIES OF HAZARDOUS MATERIALS Please provide the approximate quantity of the types of hazardous materials or deleterious substances that will be stored, handled, treated, used, produced, recycled, or disposed of in connection with the proposed activity. If no hazardous materials will be involved, please proceed to Section IV. MATERIAL LIQUID allons SOLID (pounds) (1) Acid or basic solutions or solids (2) Antifreeze or coolants (3) Bleaches, peroxides, detergents, surfactants, disinfectants, bactericides, algaecides (4) Brake, transmission, hydraulic fluids (5) Brine solutions (6) Corrosion or rust prevention solutions (7) Cutting fluids (8) Deicing materials (9) Dry cleaning or cleaning solvents (10) Electroplating or metal finishing solutions (11) Engraving or etching solutions (12) Explosives (13) Fertilizers (14) Food or animal processing wastes (15) Formaldehyde (16) Fuels, additives, oils, greases (17) Glues, adhesives, or resins (18) Inks, printing, or photocopying chemicals (19) Laboratory chemicals, reagents or standards (20) Medical, hospital, pharmaceutical, dental, or veterinary fluids or wastes (21) Metals (hazardous e.g. arsenic, copper, chromium, lead, mercu , silver, etc. (22) Paints, pigments, dyes, stains, varnish, sealers. (23) Pesticides, herbicides or poisons (24) Plastic resins, plasticizers, or catalysts (25) Photo development chemicals (26) Radioactive sources (27) Refrigerants, cooling water (contact) (28) Sludges, still bottoms (29) Solvents, thinners, paint removers or strippers (30) Tanning (leather) chemicals (3 1) Transformer, capacitor oils/fluids, PCB's (32) Waste oil (33) Wood preservatives (34) List OTHER hazardous materials or deleterious substances on a separate sheet. Bulletin #056 —January 1, 2011 Page 2 of 3 k:\Iandouts\Hazardous Materials Inventory Statement Project Name Wasatch Federal Way Self Storage Applicant Wasatch Storage Partners Project Location 33620 21 ct Ave. SW Tracking No. IV. FURTHER INFORMATION Provide the approximate quantity of fill and source of fill to be imported to the site. A roximate Quantity of Imported Fill Source of Fill Check box #1 if you do not plan to store, handle, treat, use, produce, recycle, or dispose of any of the types and quantities of hazardous material or deleterious substance listed in Section III. Check box(s) #2 through 45 (and fill in appropriate blanks) of the below table if they apply to your facility or activity. The proposed development will not store, handle, treat, use, produce, recycle, or dispose of any of #1 [ .] the types and quantities of hazardous materials or deleterious substances listed above. #2 [ ] Above ground storage tanks, having a capacity of gallons will be installed. #3 [ ] Construction vehicles will be refueled on site. Storage within wholesale and retail facilities of hazardous materials, or other deleterious #4 [ ] substances, will be for sale in original containers with a capacity of _ gallons liquid or mounds solid. The presence of chemical substances on this parcel is/will be for "temporary" non -routine [#5 [ ] maintenance or repair of the facility (such as paints and paint thinners) and are in individual containers with a capacity of _ gallons liquid or ___pounds solid. Check any of the following items that currently exist or are proposed in connection with the development of the site. #1 [ ] Stormwater infiltration system (e.g., french drain, dry well, stormwater swale, etc.) #2 [ ] Hydraulic lifts or elevator, chemical systems, or other machinery that uses hazardous materials #3 [ ] Cathodic protection wells #4 [ ] Water wells, monitoring wells, resource protection wells, piezometers #5 [ ] Leak detection devices, training for employees for use of hazardous materials, self-contained machinery, etc. SIGNATURE _ - ---=- — _ Wasatch Storage Partners 51017 Sii:na1u re. Date Justin Barnes -Wasatch Storage Partners Print Name If you have any questions about filling out this application form, please contact the Department of Community Development's Permit Center at 253-835-2607, or permitcenter@cityoffedealway.com. Please be advised that an application: for a developmentpermit lacking the required information will not be accepted. Bulletin #056 —January 1, 2011 Page 3 of 3 k:\Handouts\Hazardous Materials Inventory Statement CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: 6/22/2017 TO: Cole Elliott, Development Services Manager Peter Lawrence, Plans Examiner Rick Perez, City Traffic Engineer Brian Asbury, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue Lindsey Sperry, Public Safety Officer Rob Van Orsow, Solid Waste/Recycling Coordinator FROM: Dave Van De Weghe, Senior Planner FOR DRC MTG. ON: 7/6/2017 - Internal Completeness Review FILE NUMBER(s): 17-102956-00-UP & 17-102958-00-SE RELATED FILE NOS.: 17-100136-00-PC (2/2/2017 Pre-app) PROJECT NAME: FEDERAL WAY SELF STORAGE PROJECT ADDRESS: 33620 21ST AVE SW ZONING DISTRICT: BN PROJECT DESCRIPTION: Proposal to demolish existing Albertons and construct self-service storage facility comprising (4) 2-story buildings and associated site improvements. LAND USE PERMITS: Use Process III and SEPA PROJECT CONTACT: Justin Barnes, 801-692-1474, jbarnes@wasatchstorage2artners.com MATERIALS SUBMITTED: Project Narrative SEPA Checklist Site Plan Set Floor Plan Set Title Survey Preliminary Tech Info Report Site Photos CPTED Checklist Hazardous Materials Statement i DEPARTMENT OF CONIMUNITI' DEVELOPMENT 81h Avenue South Federal Way WA 98003 CITY OF 253-835-7000; Fax 253-835-2609 Federal Way www.citvofFederotwqv.com DECLARATION OF DISTRIBUTION hereby declare, under penalty of perjury of the laws of the State of Washington, that a: N Notice of Land Use Application/Action ❑ Notice of Determination of Significarce (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Optional DNS/MDNS ❑ FWRC Interpretation ❑ Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Peimit ❑ Adoption of Existing Environmental Document was R mailed ❑ faxed ❑ e-mailed and/or ❑ posted to or at each of the attached addresses on b 2017, Project Name File Number(s) )% ' Dd 9.S76 Signature, Date"�D I K:\CD Administration Files\DecloroI ion of Distribution.doc/Lost printed 1 /12/2017 10:33:00 AM r ederai Way NOTICE OF MASTER LAND USE APPLICATION Federal Way Self Storage File No: 17-102956-00-UP Proposal: Demolition of an existing 41,000 sq. ft. building and construction of four self -storage buildings totaling 160,000 sq. ft. Proponent: Ryan Givens, AHBL, Inc. 2215 North 30"' St., Suite 300 Tacoma, WA 98403, ph: 253-383-2422 Location: 33620 21" Ave SW, Federal Way, WA 98023 Date of Application: June 20, 2017 Date Determined Complete: July 31, 2017 Date of Notice of Application: August 11, 2017 h SITE :T Requested Decision and Other Permits Included with this Application: The applicant requests a Master Land Use Process III approval (File # 17-102956-00-UP) issued by the Director of Community Development pursuant to Federal Way Revised Code (FWRC) Chapter 19.65. Additional permits and/or approvals in conjunction with the Use Process III decision include a threshold determination pursuant to State Environmental Policy Act (SEPA) Rules WAC 197-11 (File #17-102958-00-SE), street modification request (File #17-102986-00-SM) and Transportation Concurrency Review (File #17-102959-00-CN). Development Regulations to Be Used for Project Mitigation: FWRC Title 16 `Surface Water Management;' Title 18 `Subdivisions;' Title 19 `Zoning and Development Code.' Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations including the Federal Way Revised Code; 2016 King County Surface Water Design Manual as amended by the City of Federal Way, and Public Works Department Development Standards. Public Comment & Appeals: The official project file is available for public review at the Community Development Department (address below). Any person may submit written comments on the master land use application to the Director of Community Development by August 26, 2017. Only persons who submit written documents to the Director, or specifically request a copy of the original decision may appeal the Director's decision. Availability of File: The official project file is available for public review during normal business hours at the Community Development Department, 33325 8"' Avenue South, 2"d Floor, Federal Way, WA 98003. Staff Contact: Senior Planner Dave Van De Weghe, 253-835-2638 Published in the Federal Way Mirror August 11, 2017. Doc I D 76361 a Me 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 It •a 00 N co �r- r(o co N l0 rO a. r Nr N m ij � CO pQi N rN r co '- a W 3CL N p d) a W �r O N(M N N N N N N N CON N coO coN N N N N CV LUQ V mM m w w m NWwWW N w w m w m L ,am 0) N m m m m m m m CA Cn 0) n 0) 0) 0) 0) � 02 N Er L]� r m r} r r r}} r}�} r�� r o aF=aaaaaaaaa>aaa>aaa ++ �i Y > > U J :a a (� J a J a J a J a J a J a J a J a J a J a J a J a J a J a J a m N o z m m m m m m m m m m m m m m m w w w w w w w w w w w w w w w w 0�000000000000000 O LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL W N o 0 0 o o Cl) a. CO cn cn cn (n Cl) (n cn C1 2 N��� W 2� W 2� 2 W 2 W W W L H U m d d> a F- r m> a F co p. 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N N U) NU) N N i O > Cn CO (n O p Cn O N Cn T CA N Cl) 0 a N (A N p CM7 N N mN pr N coM N mCM9 CCO y o co R K CL � F- vm LU LL O> z a m p D (x O w UO U m ¢ w U ¢_ J> a O U Ir m J Q 0} w ZO Z am LL-L O> z Q Y w H J L 2 U wr a 0 Q� m U w m Z > F- Q m 2 U U J m F- w w a cn a- Cl) U Er m w C7 Z W J � z -- Z 0 U Z J m p LL m w U Da m m LU LL d D U> Z m w p LL L d) "t O O co 0 OD O om co 0 cl) O (A M 0 CO O CA M 0 M O O co 0 00 W M 0 N 00 0 co 0 N O Cn co 0 CO O (A M 0 M r m co 0 (O r CA co 0 O O 0 O O O 0 Il- O O 0 C` O O 0 O 0 O O 0 O 0 O CO 0 O 0 _ G1 i N M r N M r N M r N M r N M r N N N N N N N N N N N N O C`m N M w N M W O m O m O T N ON R a ``' N O DEPARTMENT OF COMMUNITI' DEVELOPMENT Avenue South Federal Way WA 98003 CITY OF 253-835-7000; Fax 253-835-2609 Federal www.Cit affederalwa .cam y DECLARATION OF DISTRIBUTION l hereby declare, under penalty of perjury of the laws of the State of Washington, that a: 9 Notice of Land Use Application/Action ❑ Notice of Determination of Significarce (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Optional DNS/MDNS ❑ FWRC Interpretation ❑ Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was ❑ mailed ❑ faxed j&e-mailed and/or ❑ posted to or at each of the attached addresses on 2017. Project Name File Number(s) Signature Date S'/ID - /7 KACD AdminisfraIion Files\Declarotion of Distribufion,doc/Last printed 1/12/2017 10:33:00 AM .1 4111�11� CITY Of' Federal Way NOTICE OF MASTER LAND USE APPLICATION Federal Way Self Storage File No: 17-102956-00-UP Proposal: Demolition of an existing 41,000 sq. ft. building and construction of four self -storage buildings totaling 160,000 sq. ft. Proponent: Ryan Givens, AHBL, Inc. 2215 North 30"' St., Suite 300 Tacoma, WA 98403, ph: 253-383-2422 Location: 33620 21s` Ave SW, Federal Way, WA 98023 Date of Application: June 20, 2017 Date Determined Complete: July 31, 2017 Date of Notice of Application: August 11, 2017 Requested Decision and Other Permits ]included with this Application: The applicant requests a Master Land Use Process III approval (File #17-102956-00-UP) issued by the Director of Community Development pursuant to Federal Way Revised Code (FWRC) Chapter 19.65. Additional permits and/or approvals in conjunction with the Use Process III decision include a threshold determination pursuant to State Environmental Policy Act (S EPA) Rules WAC 197-11 (File#17-102958-00-SE), street modification request (File #17-102986-00-SM) and Transportation Concurrency Review (File #17-102959-00-CN). Development Regulations to Be Used for Project Mitigation: FWRC Title 16 `Surface Water Management;' Title 18 `Subdivisions;' Title 19 `Zoning and Development Code.' Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations including the Federal Way Revised Code; 2016 King County Surface Kaer Design Manual as amended by the City of Federal Way, and Public Works Department Development Standards. Public Comment & Appeals: The official project file is available for public review at the Community Development Department (address below). Any person may submit written comments on the master land use application to the Director of Community Development by August 26, 2017. Only persons who submit written documents to the Director, or specifically request a copy of the original decision may appeal the Director's decision. Availability of File: The official project file is available for public review during normal business hours at the Community Development Department, 33325 8"' Avenue South, 2" d Floor, Federal Way, WA 98003. Staff Contact: Senior Planner Dave Van De Weghe, 253-835-2638 Published in the Federal Way Mirror August 11, 2017. Tamara Fix From: Jennifer Anderson <jnderson@fedwaymirror.com> Sent: Wednesday, August 09, 2017 9:39 PM To: Tamara Fix Subject: Re: Federal Way Self Storage Got it, thanks! Jennifer Anderson Advertising Sales Consultant Direct: 253-946-2890 Internal: 35602 Fax: 253-925-5750 31919 1st Ave S, Ste 101, Federal Way, WA 98003 Sound Publishing Map Print Rates _Online Rates MCdi [ii Sound In On Wed, Aug 9, 2017 at 2:48 PM, avxorn> wrote: Please publish the attached legal notice (FW Self Storage NOA, 17-1 02956) in Friday's (8-11-17) issue. Please confirm and issue an affidavit of publication. Thanks! 41k CIT Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8th Avenue South Federal Way WA 98003 253-835-7000; Fax 253-835-2609 www.cltvoffederalway.com DECLARATION OF DISTRIBUTION 1, e it hereby declare, under penalty of perjury of the laws of the State of Washington, that a. I14otice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Optional DNS/MDNS ❑ FWRC Interpretation ❑ Other was ❑ mailed ❑ faxed 2017. Project Name re, ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document ❑ e-mailed and/or osted to or at each of the attached addresses on / F'S l /0 r� C-1 P q � File Number(s) 15 4-0 C) — L Signature �' Date I:\Declaration of Dist6bution.doc/Last printed 8/11 /2017 11:46:00 AM Posted Sites: Federal Way City Hall: 33325 8th Ave South Federal Way Library: 34200 1 It Way South Federal Way 320th Library: 848 S. 320th St I:\Declaration of Distdbution.doc/Last printed 8/11/2017 11:46:00 AM I db%� at. FILE Federal r1y NOTICE OF MASTER LAND USE APPLICATION Federal Way Self Storage File No: 17-102956-00-UP Proposal: Demolition of an existing 41,000 sq. ft. building and construction of four self -storage buildings totaling 160,000 sq. ft. Proponent: Ryan Givens, AHBL, Inc. 2215 North 30"' St., Suite 300 Tacoma, WA 98403, ph: 253-383-2422 Location: 33620 2151 Ave SW, Federal Way, WA 98023 Date of Application: June 20, 2017 Date Determined Complete: July 31, 2017 Date of Notice of Application: August 11, 2017 SITE Requested Decision and Other Permits Included with this Application: The applicant requests a Master Land Use Process III approval (File # 17-102956-00-UP) issued by the Director of Community Development pursuant to Federal Way Revised Code (FWRC) Chapter 19.65. Additional permits and/or approvals in conjunction with the Use Process III decision include a threshold determination pursuant to State Environmental Policy Act (SEPA) Rules WAC 197-1 1 (File #17-102958-00-SE), street modification request (File 417-102986-00-SM) and Transportation Concurrency Review (File #17-102959-00-CN). Development Regulations to Be Used for Project Mitigation: FWRC Title 16 `Surface Water Management;' Title 18 `Subdivisions;' Title 19 `Zoning and Development Code.' Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations including the Federal Way Revised Code; 2016 King County Surface Water Design Manual as amended by the City of Federal Way, and Public Works Department Development Standards. Public Comment & Appeals: The official project file is available for public review at the Community Development Department (address below). Any person may submit written comments on the master land use application to the Director of Community Development by August 26, 2017. Only persons who submit written documents to the Director, or specifically request a copy of the original decision may appeal the Director's decision. Availability of File: The official project file is available for public review during normal business hours at the Community Development Department, 33325 8"' Avenue South, 2°d Floor, Federal Way, WA 98003. Staff Contact: Senior Planner Dave Van De Weghe, 253-835-2638 Published in the Federal Way Mirror August 1 1, 2017. Doc I D 76361 FILE CITY OF �. Federal Way August 10, 2017' Wasatch Storage Partners Justin Barnes 131 S 700 E, Suite 102 American Fork, UT 84003 CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityofiederalway. com Jim Ferrell, Mayor Em a i 1: 3 B ani e s n W a sate listora gepa rt ne rs. c om RE: File #17-102956-00-UP; TECHNICAL COMMENT LETTER Federal Way Self -Storage, 33620 21" Ave SW, Federal Way Dear Mr. Barnes: The Department of Community Development has reviewed your Use Process III application for four 40,000 sq. ft. buildings and associated site improvernents for a self -storage facility. The proposed facility is reviewed per Federal Way Revised Code (FWRC) 19.215.130. The following technical comments must be addressed prior to obtaining a land use approval. " Please submit three (3) updated copies of the site plan and other documents that reflect the following comments. PLANNING, Dave Van De Weghe, Senior Planner, 253-835-2638, david.vandeweahe.'c ccityoffederalway.com 1. Maximum Site Area — The portion of the subject property that is developed with self-service storage facilities and related site improvernents shall be no greater than three acres, per FWRC 19.215.130. Landscaping outside the right-of-way and parking to serve the self -storage business are included in the site area calculation. The Cover Sheet of the plan set submitted with the application lists the new site area as 3.92 acres, thereby exceeding the maximum area. 2. Required Setback — Minimum setbacks are 25 ft. (front), 20 ft. (side) and 20 ft. (rear), per FWRC 19.215.130. The Cover Sheet shows the main entrance and office on the west side of the site, yet it is not labeled as "front." The eastern property line shows a 25 ft. setback. Correct the label on the west side to read "front" and show the required 25 ft. setback. Label the eastern side as "side" and show the required 20 ft. setback. On Sheet C2.0, delete the label "10 B.S.L." from the southern property line. On Sheet C3.0, replace the label "25 ft. building setback" along the eastern property line with "20 ft. side building setback." 3. Parking — Parking requirements from the BN zone are I stall for each 300 sq. ft. of the facility's office gross floor area. The size of the office is not specified in the submitted application materials. On the Cover Sheet, please list the office gross floor area and show parking calculations. Mr. Barnes ALMISt IO.2017 Page 2 4. Interior Parking Lot Landscaping — Pursuant to FWRC 19.125.070, commercial developments with up to 49 parking stalls shall provide 20 square feet of interior parking lot landscaping per parking stall. The submitted landscape plan must provide calculations to demonstrate how this requirement is met for parking stalls. Landscape islands must be installed at both ends of the parking rows. Tile submitted landscape plan must show the square footage and dimensions of each interior parking lot landscape island proposed to address this requirement, and depict trees, shrubs, and groundcover. 5. Tree Density — The minimum tree density requirement for redeveloping sites in the BN zoning district is 20 tree units per acre, per FWRC 19.120.130(2). Add tree unit calculations to your Planting Plan. For tree unit credit calculations, see FWRC Table 19.120.130-2. 6. Garbage/Recycling — Show elevations of the proposed durnpster and any fencing or screening, per FWRC 19.125.150. See enclosed Solid Waste Enclosure handout and Solid Waste checklist. 7. Environmentally Sensitive Areas — The project site is located within a designated five-year Wellhead Protection Zone. The submitted Hazardous Materials Checklist is signed, but incomplete. Please resubmit a completed checklist. S. Community Design Guidelines —Projects subject to Process III review, self -storage facilities, must comply with the provisions of FWRC Chapter 19.115, "Community Design Guidelines." The formal Process III application must include a written narrative that identifies how the proposal complies with the applicable design guidelines, as outlined in the FWRC and summarized below. FWRC 19.115.090(3)(b). Principal entrance facades shall front on, face, or be clearly recognizable from the right-of-way, and/or from the principal pedestrian right-of-way, as determined by the director, for projects exposed to more than one right-of-way. FWRC 19.115.090(3)(c). Building facades shall incorporate a combination of facade treatment options as listed in FWRC 19.1 15.060(2) and (3)(b), to a degree that is appropriate to the building size, scale, design, and site context and according to the following guidelines: Principal facades containing a major entrance, or located along a right-of-way, or clearly visible from a right-of-way or public sidewalk, shall incorporate a variety of pedestrian - oriented architectural treatments. At least 40 percent of any ground level principal facade located along a right-of-way must contain transparent glass. Landscaping shall be used to define and highlight building entrances, plazas, window planters, etc. Landscaping should not block views to the building or across the site. ii. Secondary facades not containing a major building entrance, or located along a right-of-way, or clearly visible from a right-of-way or public sidewalk, may incorporate facade treatments that are less pedestrian -oriented than in subsection (3)(c)(i), such as a combination of structural modulation, architectural articulation, and foundation landscaping. FWRC 19.115.090(3)(d). Pedestrian pathways shall be provided fi-om rights -of -way, bus stops, parking areas, and any pedestrian plazas and public space to primary building entrances. Multiple tenant complexes shall provide pedestrian walkways connecting all major business entrances on the site. Pedestrian pathways shall be clearly delineated by separate paved routes using a variation in 17-102956-00-UP Doe I D 761o6 Mr. Barnes August 10.2017 Page 3 color and texture, shall be integrated with landscape plan, and shal I be protected from abutting parking and vehicular circulation areas within landscaping. 9. Crime Prevention through Environmental Design (CPTED) — FWRC 19.115.010(2) CPTED, requires minimum standards for design review to reduce the rate of crime associated with persons and property, thus providing for the highest standards of public safety. The enclosed CPTED Checklist must be completed. Also, Bulletin 01 `Submittal Requirements for Use Process 111' requires a narrative summary of how the project complies with applicable design guidelines (FWRC Chapter 19.115, "Community Design Guidelines"). Please submit the narrative statement. PUBLIC WORKS —DEVELOPMENT SERVICES, Kevin Peterson, Engineering Plans Reviewer, 253-835- 2734, kevin. etersonOci offederalway.cotn 1. Technical Information Report (TIR) — Expand on the information provided in the downstream analysis. The Level I Downstream Analysis shall be as described in Section 1.2.2.1 of the 2016 King County Surface Water Design Manual. 2. Solid Waste — The project is subject to the recently updated Solid Waste enclosure code, specifically as it applies to covers and/or drainage systems within the enclosure [FWRC 19.125.150(6)(d)]. Note: The applicant has submitted for modifications to the required street improvements. The Public Works Department will respond to the modification requests under separate cover. LAKEHAVEN WATER & SEWER DISTRICT, Brian Asbury, 253-946-5407, BAsburvl<.lakehavcn.or� Applicant has completed and submitted to Lakehaven an application for Certificates of Water & Sewer Availability, and Lakehaven issued these Certificates on 6/13/17. However, no other application has been submitted to Lakehaven that is necessary to be able to more specifically detennine the applicant's requirements for connection to Lakehaven's water and/or sewer systems to serve the subject property. As previously noted, applicant will need to submit an application for either Developer Pre -Design Meeting or Developer Extension Agreement for Lakehaven to formally commence the water (onsite hydrants) plan review process. Lakelaven encourages owners/developers/applicants to apply for Lakehaven processes separately to Lakehaven, and sufficiently early in the pre-design/planning phase to avoid delays in overall project development. CLOSING When resubmitting requested information, please provide a written response to each of the above - referenced items and three copies of corrected full size plans with a resubmittal form (enclosed). Building permit approval is required for this project; please be advised that amendments to the Use Process I materials must also be reflected on the building plan set and application. PROJECT CANCELLATION Pursuant to FWRC 19.15.050, if an applicant fails to provide additional information to the city within 180 days of being notified that such information is requested, the application shall be deemed void and the city shall have no duty to process, review, or issue any decisions with respect to such an application. 17-1029-%-00-UP Dix LD 76366 Mr. Barnes August 10, 2017 Page 4 If you have any questions regarding this letter or your development project, please contact meat 253-835- 2638, or david.vande%veghe!@.cit-vo_ffederalwayl.com. Sincerely, 4 Dave Van De eghe, AICP Senior Planner enc: Resubmittal Form Design Requirements for Solid Waste Enclosures and Receptacles Basic Checklist for Solid Waste/Recycling Enclosures and Receptacles Design c: CH Realty VII-WSP I (Owner); s�vvckult?r �Y.tkurhstczraryiriners,com Kevin Peterson, Development Services Brian Asbury. Lakehaven Water & Sewer District 17-102956-00-L;P Doe I I) 76366 OF rV CITY HALL • J CITY i..! C Federal WayralWa , Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway.. com Jim Ferrell, Mayor August 28, 2017 AHBL, INC. Attn: Ryan Givens 2215 N 30`s St, Suite 300 Tacoma, WA 98403 RE: Permit #17-102986-00-SM; FEDERAL WAY SELF STORAGE, 33620 21ST AVE SW Response to street improvement modification/waiver request Dear Mr. Givens, This letter responds to your request to modify the required street improvements associated with the development of the above -referenced project. After evaluating your request, review of Federal Way Revised Code (FWRC) provisions (Section 19.135.070), and direction provided by the City Council, the Public Works Department provides the following response to each of your requests: 21st Ave SW: The applicant is requesting a modification to our standards, requesting to waive any roadway widening, but proposing to construct the planter strip and sidewalk to our standard, and dedicate the necessary right of way. 21st Ave SW is classified as a Principal Arterial, corresponding to City Standard Street Section `E', which requires a 64-foot wide roadway, 6-foot planter strip, 8-foot sidewalk, and 3-foot utility strip, within a 98-foot right of way (49-feet each side of centerline) . Application of the required street improvements would result in an improved street section that is not harmonious with the existing street improvements, which generally consist of a 56-foot wide roadway, 4-foot planter strip and 5-foot sidewalk, within a 78-foot right of way. The existing street improvements are not constructed symmetrically on each side of the centerline, consequently, the ''/z-street right of way width along this property frontage is 42-feet. A C-curb runs the length of the frontage, which performs the same functionality as the median as identified on street section `E', restricting left -turns into this site and restricting the 2 existing driveways on the site to right - in and right -out only. Currently, there are no streetlights along this property frontage. FWRC Section 19.135.070, `Modifications of Improvements along Property Frontage' allows the Public Works Director to grant a request to modify, defer, or waive the required street improvements only after consideration of four specific reasons. The reason most applicable here is contained in FWRC 19.135.070(1) "The improvement as required would not be harmonious with existing street improvements, would not fixnction properly or safely or would not be advantageous to the neighborhood or city as a whole." 21st Ave SW is currently improved with the required number of lanes, the c-curb functions as the required `median', and any additional pavement widening for this section of frontage would not function properly, since we could not require the widening to extend beyond this property's street frontage up to the intersection with SW 336th St. The Public Works Department hereby approves your request to modify the requirements for the street improvements as follows: The developer will be required to install the 6-foot planter strip (including street trees), an 8-foot wide sidewalk, reconstruct the existing north driveway to current City standards (the current plan shows the existing south driveway to be removed), install City standard street lighting along this property frontage, and dedicate approximately 7.5-feet of property to the City for right of way. SW Campus Drive: The applicant is requesting to waive any improvements, but proposing to dedicate the necessary right of way. SW Campus Drive is classified as a Principal Arterial, corresponding to City Standard Street Section `I', which requires a 58-foot roadway section, 6-foot planter strip, 8-foot sidewalk, and 3-foot utility strip within a 92-foot right of way (46-feet each side of centerline). Application of the required street improvements would result in an improved street section that is not harmonious with the existing street improvements, which generally consist of a 78-foot wide roadway, a 3.5-foot wide planter strip and 5-foot sidewalk. The right of way width varies through this street section, however, the 1/2-width along your property frontage is 42-feet, measured from centerline. In general, other than along this property frontage, this section of Campus Drive has no planter strips, and the sidewalk width varies. A C-curb runs the length of this site's frontage, restricting left -turns into this site at its `shared' driveway with the Taco Bell restaurant. A break in the C-curb further to the east allows left turns into the eastern shared driveway. FWRC Section 19.135.070; Modifications of Improvements Along Property Frontage allows the Public Works Director to grant a request to modify, defer, or waive the required street improvements only after consideration of four specific reasons. The reason most applicable here is contained in FWRC 19.135.070(1) "The improvement as required would not be harmonious with existing street improvements, would not function properly or safely or would not be advantageous to the neighborhood or city as a whole." The Public Works Department hereby denies your request to waive the required street improvements, and requires the following modifications to our standards as follows: The developer will be required to construct an 8-foot wide sidewalk adjacent to the back of curb, consistent with other improvements constructed along this road section, reconstruct the west (near Taco Bell) driveway to meet current City standards, and dedicate approximately 4-feet of property to the City for right of way. Additionally, in order to improve nighttime visibility at these driveways, overhead lighting is required at both driveways that access Campus Drive. 19th Ave SW: The applicant is requesting to waive any improvements, but proposing to dedicate the necessary right of way. 19th Ave SW is classified as a Minor Collector, corresponding to City Standard Street Section `R', which requires a 40-foot roadway section, 4-foot planter strip, 6-foot sidewalk, and 3-foot utility strip within a 66-foot right of way (33-feet each side of centerline). 17-102986-00-SM \CFWFILEI�AppGcations\CSDC\PROD\docs\save\I46346 76406 21I02402.DOC 1 Application of the required street improvements would result in an improved street section that would require significant amounts of grading along much of the property frontage, due to an elevation difference that occurs along much of the southern frontage. The elevation difference occurs along the back edge of the existing sidewalk, and varies in height from 1- to 4- feet. The existing street improvements along this project frontage consists of a 35-foot wide roadway (single north- and south -bound lanes, with a center left turn lane and left turn pocket at SW Campus Drive), with an 8-foot sidewalk adjacent to the curb, within a 60-foot right of way (28-feet from roadway centerline to right of way on the project side of the street). A short section of C-curb runs in front of the driveway near SW Campus Drive, making this a right -in and right -out only driveway. FWRC Section 19.135.070; Modifications of Improvements Along Property Frontage allows the Public Works Director to grant a request to modify, defer, or waive the required street improvements only after consideration of four specific reasons. The reason most applicable here is contained in FWRC 19.135.070(2) `Unusual topographic or physical conditions preclude the construction of the improvements as required.' Given the topographic constraint noted above, the Public Works Department hereby approves your request to construct this frontage to our current standards, with the following conditions: The developer will be required to reconstruct the existing driveway to meet current City standards. Additionally, the existing streetlights on the east side of 19th Ave SW shall be modified to meet current City standards, and the necessary width of right of way along your frontage (approx. 5-feet) shall be set aside in a Tract `X', which can be used for future dedication to the City. If the existing street lights cannot be modified to meet current standards, then the developer will have to install street lighting along this frontage, and the right of way will be dedicated as part of this project. The conditions of this modification will be applicable for a period of one year from the date of this letter. If a land use approval is not issued within the one-year time limit, this waiver will be void, and a new request for modification must be submitted. If you have any questions or concerns, please contact Kevin Peterson, Engineering Plans Reviewer, at (253) 835- 2734. Sincerely, vf/ ` E. Walsh, P.E. Deputy Public Works Director EJW:mt cc: Dave VanDeWeghe, Senior Planner Sarady Long, Senior Transportation Planning Engineer Project file (kp) Day file 17-102986-00-SM \\CFWFILE I\Applications\CSDC\PROD\dots\save\146346-76406_21 102402.DOC 31919111 Ave S, Suite 1011 Federal, Way, WA 98003 1 253.925.5565 1253.925.5750 (f) Affidavit of Publication Andy Hobbs, being first duly sworn on oath, deposes and says that he is the Publisher of The Federal Way Mirror, a weekly newspaper. That said newspaper is published in the English language continually as a weekly newspaper in Federal Way, King County, Washington, and is now and during all of said time has been printed in an office maintained by the aforementioned place of publication of said newspaper. That the annexed is a true copy of a legal advertisement placed by City of Federal Way - Community Development as it was published in regular issues (and not in supplemental form) of said newspaper once each week for a period of one consecutive week(s), commencing on the 11th day of August 2017, and ending on the 11th d ay o f August 2017, both dates inclusive, and that such newspaper was regularly distributed to its readers during all of said period. That the full amount of the fee charged for the foregoing publication is the sum of 1$ 08.15, which amount has been paid in full, or billed at the legal rate according to RCW 65.16.020. Subscribed to and sworn before me this 25th day of August 2017. Notary Public in and for the State of Washington, Residing at Buckley NOTARY PUBLIC vA a Federal Way NOTICE OF MASTER LAND USE APPLICATION Federal Way Self Storage File No: 17-102956-00-UP Propasal: Demolition of an existing 41,000 sq. ft. building and construction of four self -storage buildings tatalfng 100,000 sq. ft. Proponent: Ryan Givens, ANBL, Inc. 2215 North 30th St., Suite 300 Tacoma, WA 98403, ph: 253.3if3.2422 Location: 33620 21st Ave SW, Federal Way, WA 98023 Dal, of Applicalion:,tune 20, 2917 Dale Determined Complete: July 31. 2017 Date 9f Notice of Applicarrron: August 11, 2017 Requested Decision and Other Permits lncfuded with this Application: The appllcam requests a Master Land Use Prowss ill approval Sfile I17- 1029M-015-11P] issued by the Director of Cormhu- nity Development pursuant to Federal Way Revised Code (FWRC) Chapter 19.65. Addihanaf permits and/or approvals in conjunction with the Use Pro- cess III decision include a threshold dmerminatian pursuant to State Eovironnventaf Policy Act ($EPA) Rules WAC 197.11 (File 017.102958.00-SE), street modification request (File 117.102986.00• SM) and Dansportalion Conourreocy Review (File P17.102959.00-CN)- Development Regufations to Be Used tar Project Miligalion: FWRC Tide 18'Surface Water Manage- ment; Title 18 'Subdivfslom Tina 19 'Zoning and Developmem Cade.' Caneistency with Applicable City Plans and Regula- tions: The project will be reviewed for consistency With all appl cable codes and regulations including the Federal Way Revised Coda; 2016 King County Surface Water Design Manual as amended by the City of Federal Way, and Public Works Department Development Standards. Public Comment & Appeals: The official Project file is availabte for public review at the Community De- velopment Department (address below). Any per- son may submit written comments on the master land use appOcaftorl to the MftW of Community Development by August 26. 2017. Only persons Who submll written documents to the Direcor, or specifically request a cagy of the Original decision may appeal the Directors decision. Availahiftty of File: The official project file is available for public rav;Mv during normal business hours at the Community Development Dapartmem, M25 81h Avenue South, 2nd Floor, Federal Way, WA 98003. Staff Contact: Senior Planner Dave Van De Weghe, 253.835.2638 Published in the Federal Way Mirror August 11, 2017. FWM 2502 RESUBMITTED !017 IL WAY -OPMENT TRASH ENCLOSURE 12089 lmolsTMD 5IANLEYLANMHE4 S STATE OFIKAgRiNr-Tw STANLEY LANCE HEAL ARCHITECT 856-296-2570 TRASH ENCLOSURE Project # SK1.1 i Date 09/20117 FRONT ELEVATIOR, M1M� SIDE ELEVATION 3116" = V-0" 12089 VLLANMHEAL STATE OF WASHINCTOR BLACK VINYL COATED CHAIN LINK FENCE AND GATE SPLIT FACE CMU BLOCK WALL FEDERAL WAY SELF STORAGE STANLEY LANCE HEAL ARCHITECT 856-296-2570 TRASH ENCLOSURE Project # SK1.2 Date 09120i17 CAI RNCROSS&HEMPELMANN CH &ATTORNEYS AT LAW 524 2nd Ave., Suite 500 office 206.587.0700 Seattle, WA 98104 fax 206.587.2308 www.cairncross.com October 30, 2017 VIA EMAIL AND FIRST CLASS U.S. MAIL Dave Van De Weghe, AICP Senior Planner City of Federal Way 33325 8th Avenue South Federal Way, WA 98003-6325 Re: Wasatch Self -Storage (Project No. 17-102956-00-UP, AHBL No. 2170003) Dear Mr. Van De Weghe: This firm represents Michael Sherry and Sherry Development Company LLC ("Sherry"). Sherry is the proponent of self -storage projects throughout the greater Puget Sound region, including the City of Federal Way. Sherry has reviewed the application material submitted regarding Project No. 17-102956-00-UP, AHBL No. 2170003 ("Wasatch Project") proposed by Wasatch Storage Partners ("Applicant"). The pre -application conference submittal letter for the Wasatch Project identifies the property as a "4.02-acre site." See Attachment A hereto. This letter explains why the Wasatch Project, as currently proposed, fails to comply with the Federal Way Municipal Code's requirement that such facilities and their related site improvements can be no greater than three acres. The Code, at FWRC 19.215.130 states: "The portion of the subject property that is developed with self-service storage facilities and related site improvements shall be no greater than three acres." The above definition requires that both the portions of the property that are developed with self-service storage facilities and the site improvements related to such facilities are to be counted toward the maximum 3-acre limit. Under the Code, an "improvement" is "any structure or manmade feature, including but not limited to buildings, driveways, roads (with or without curbs or gutters), sidewalks, crosswalks, parking lots, water mains, sanitary and storm sewers, drainage facilities, and planted street trees." FWRC 19.05.090. Here, the Applicant asks the City to not count the proposed new drive aisles as a part of the site improvements related to the self -storage facilities. See September 20, 2017 Plans attached hereto as Attachment B (calling out only the areas south of the drive aisles as a part of the self-service r o is a s7 rka irncroxs. rom Direct: (206) 254-4418 {03427490.DOCX;2 } Dave Van De Weghe, AICP October 30, 2017 Page 2 storage facilities area). The Applicant's request is contrary to the plain language of the Federal Way Revised Code. The drive aisles are site improvements that are related to the proposed self -storage facilities. They clearly are "improvements" under the definition in the Code because they are manmade driveways/roads. The drive aisles also are clearly related to the proposed self -storage facilities because they are a. part of the site requirements that must be met in order for the self -storage facilities to be developed. For example, the drive aisles provide the required access to the facilities, which otherwise would not exist. They also are apart of the required setbacks for the project, which would not exist if the property only included the areas proposed by the Applicant. The proposed plans also show required utilities serving the self -storage facilities located within the drive aisles. In essence, the Applicant is arguing that site improvements that are necessary for the permitting of the self -storage facilities are not "related" to the self -storage facilities. The Code cannot support that conclusion. Sherry asks that the City require compliance with the Code and determine that the Wasatch Project fails to meet the 3-acre limit as proposed. There are several other more minor inconsistencies with the Code that we may address after this primary issue is resolved. We will reserve those comments until this next step is completed. Thank you for your time and attention to this important matter. Very truly yours, `�2,,�V d,6 Randall P. Olsen cc: Michael Sherry Mark Orthmann, Deputy City Attorney {03427490.DOCX;2 } Attachment A CE*SvNWInc. Civil Engineering & Surveying January 91h, 2017 City of Federal Way Department of Community Development 33325 8th Avenue South Federal Wa WA 98003 310 2911' St. NE, Suite 101 Puyallup, WA 98372 Phone: (253) 848-4282 Fax: (253) 848-4278 KeCEIVED JAN 10 ?gI7 Y5 CITY OF C 'ZfIAL W lY RE: Federal Way Self Storage, for Pre -Application Conference Submittal (CES #16202) Dear Sir or Madam: This letter serves as a request for a Pre -Application Conference regarding the potential development of the property located at 33620 211, Avenue SW, Federal Way, WA 98023 (Parcel No.(s) 2421039001 and 2421039103). Currently, the 4.02-acre site is developed with a 43,016 square -foot supermarket, associated parking and site improvements with an attached retail strip mall located on the parcel to the north. The supermarket will be demolished as part of this development, however the attached strip mall will remain. The site and all adjacent parcels are zoned BN (Neighborhood Business) by the City of Federal Way. The enclosed site plan depicts the development of a self -serve storage facility, consisting of four, two-story buildings. Each building will have two elevators, internal walkways with fire sprinkler systems and various size storage units ranging from 25 SF to 300 SF. Building One is the only building with proposed connections to sewer and domestic water, as it will house the leasing office. The overall storage facility will be enclosed with a security access gate. Conceptual building plans have been included for your review. Preliminary site research indicates the storm is served by the City of Federal Way and Lakehaven Utility District provides water and sewer to the site. Utilities are currently connected onsite and within the right-of-way, immediately adjacent to the subject property. The proposed development will utilize the current storm conveyance system which directs the stormwater offsite through the parcel to the south. Our schematic site plan is based on the following and intended to meet City Code: ■ Front setbacks: 25 feet. ■ Side yard setbacks: 20 feet. ■ Minimum Rear Setback: 20-feet ■ Maximum building height of 35 feet above average grade. ■ Parking: 1 stall for each 300 sq. ft. of the facility's office gross floor area. ■ Maximum Coverage: The property that is developed with self-service storage facilities and related site improvements shall be no greater than three acres. ■ Building Area: No single building shall contain more than 40,000 gross square feet of building area. ■ Tire sprinkler systems will be installed in all four of the proposed buildings. Specific questions we would like City of Federal Way staff to address: ■ Site development process and timeline; ■ Building permit process and timeline; ■ Can Site Development and Building Permits be applied for concurrently; ■ Verification of building setback and height requirements; ■ Zoning requirements; ■ Frontage improvement requirements; ■ Confirmation of parking and landscape/buffer requirements; ■ Fire and emergency services access requirements for security gate; ■ Fire sprinkler requirements; ■ Verification of traffic impact fees/vesting and credits for previous use; ■ '1raffic study requirements; Confirmation of stormwater requirements, water quality and detention; ■ Impervious surface thresholds; ■ Elevator requirements; ■ Any applicable impact and permit fees; ■ Confirmation of utilizing existing fire line to serve all 4 buildings. ■ Storm drainage design; ■ Confirmation of connection to existing water and sewer. It is our understanding at a minimum, one representative from each City department will be present at the Pre -Application Conference. Below is a list of City Staff requested to attend but not limited to: • Land Planning ■ Building Division ■ Development Engineering ■ Public Works ■ Transportation ■ South King Fire and Rescue ■ Lakehaven Utility District We look forward to meeting with staff and bringing this project to fruition. Please contact us with the meeting date, time and location upon scheduling. P:\16202.0\SUDMITTALS & REV1HWS\Pre-App Conference\Project Narrutive.doc 12 Sincerely, Eric Oehler Project Engineer C.E.S. NW, Inc. 253-848-4282 Office eochier@cesnwinc.com PA16202ASUBMITTALS & REV[EWSIPre-App ConferenceTroject Narrative.doc Page 13 Attachment B 49.50' o� 5 00' SETBACK ► r 25.00' FRONT BUILDING SETBACK R I■ I 021 i 1 02 I UTILITY NOTE I �RTY� [77 -.. PROPERTY _ -- - LINE C - , f I AL .74 --_717- 'EX4.sTING PROPERTY LINE LJ1I�l��1 �PrrDPoc�D eLA ►-� FEDERAL! AY SELF STORAGE NE QUARTER OF SECTION 24, T. 21 N., R. 3E., W.M. SELF-SERVICE STORAGE FACILITY AREA (2.99 ACRES) I 1 5.00' LANDSCAPE SETBACK IC eELFdfp9ABe 2.51OAi'f• % � � lefpapyE6 'y,�qy - mnoo WF. • f • • f ' , - w FLOOR VMYVDGE f" - e0F0 a' /AW%SED34000 pq�LF Mipp7' .. ' r .. . • FLOOR. SKYUR*O E r 15.00' STORM-J20-00' REAR BUILDING EASEMENT SETBACK 5.00' LANDSCAPE SETBACK FILL SPECIFICATION THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE FILL MATERIAL SHALL NOT CONTAIN PETROLEUM APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, VERIFIED BY THE OWNER OR ITS REPRESENTATIVE THE DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO CODE, REGULATION, RULE, ORDER, OR STANDARD. BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT INCUR TRENCH NOTE DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES, AHBL ASSUMES IF WORKERS ENTER ANY TRENCH OR OTHER NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT TOPOGRAPHIC NOTE SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON WORKER SAFETY AND AHBL ASSUMES NO THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION MEET THE REQUIREMENTS OF THE WASHINGTON IS BELIEVED TO BE RELIABLE, AHBL CANNOT ENSURE ACCURACY INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 AND THUS 15 NOT RESPONSIBLE FOR THE ACCURACY OF THAT RCW. CHAPTER 49.17 RCW. INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. SITE DATA ARKING CONSTRUCTION SPECIFICATION sSTALLCOUNT 126 CONSTRUCTION SHALL BE PERFORMED CONFORMING TO THE PROPOSED PARKING WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 2010 STALL COUNT: 63 (BOTH PARCELS) STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. APPROX. PROJECT AREA: 3.61 ACRES (157,175 SF) AUTOCAD NOTE NEW SITE AREA: 3.92 ACRES (170,616 SF) (BLA UNDER SEPERATE COVER) AN AUTOCAD DRAWING FILE IS AVAILABLE FOR HORIZONTAL SITE EX SITE IMPERVIOUS AREA: 3.20 ACRES (139,426 SF) AND UTILITY LAYOUT. SEE SPECIFICATIONS FOR RELEASE OF REPLACED IMPERVIOUS AREA: 2.86 ACRES (124,695 SF) ELECTRONIC DOCUMENTS. NEW IMPERVIOUS AREA: 0.02 ACRES (1,039 SF) APPROX. PROJECT SITE CUT: 17,550 CF (EARTHWORK ESTIMATE PROVIDED FOR CITY OF FEDERAL WAY PERMIT PURPOSES ONLY.) PROPOSED GROSS BUILDING 159,950 SF AREA (FOUR BUILDINGS) p PROPOSED OFFICE AREA: 950 SF V MINIMUM PARKING REQUIRED 1 STALL PER 300 SF OF GSA FOR OFFICE (950 SF / 300) = 4 STALLS SELF-SERVICE STORAGE 2,89 ACRES (125,760 SF) FACILITIES {, Know Whaft below. DEDICATION AREA: 0.14 ACRES (5,906 SF) Call before you dig. PEDESTRIAN AREAS: 0.06 ACRES (2,706 SF) N GRAPHIC SCALE ) 0 25 50 100 1' = 50 FEET UTILITIES/SERVICES WATER: LAKEHAVEN UTILITY DISTRICT SEWER: LAKEHAVEN UTILITY DI STRICT POWER: PUGET SOUND ENERGY TELEPHONE: OWEST DATUM NOTES BASIS OF BEARINGS THE BEARING OF SOUTH 88-46'15- EAST ALONG THE CENTERLINE OF S.W. CAMPUS DR./S.W. 336TH ST. AS SHOWN UPON THAT CERTAIN MAP ENTITLED "SHORT PLAT No. 278132 REVISED" RECORDED UNDER RECORDING NO.8210260642, KING COUNTY RECORDS, WAS TAKEN AS THE BASIS OF BEARINGS SHOWN UPON THIS SURVEY, VERTICAL DATUM BENCHMARK: KING COUNTY BENCHMARK NO. SY2624, BEING A 3 112' BRASS CAP AT THE SOUTHWEST CORNER OF 21ST AVE SW. AND SW 344TH ST., LOCATED IN THE SIDEWALK, HAVING A PUBLISHED NAV058 ELEVATION OF 111.3' WAS USED FOR THIS SURVEY - ON -SITE TEMPORARY BENCH MARK 1: MAG NAIL IN ASPHALT AT THE SOUTHWEST PORTION OF THE PROJECT NEXT TOT THE EDGE OF ASPHALT HAVING AN NAVD58 ELEVATION OF 334.25 WAS USED AS A TEMPORARY BENCHMARK FOR THIS SURVEY. ON -SITE TEMPORARY BENCH MARK 2: MAG NAIL IN ASPHALT AT THE SOUTHEAST PORTION OF PROJECT NEAR A CATCH BASIN, HAVING AN NAVD88 ELEVATION OF 329,39 WAS USED AS ATEMPORARY BENCHMARK FOR THIS SURVEY. PARCEL 242103-3103-01 AND 242103-9001-04 PARCEL AREA: 4.021 ACRES (175,158 SF) SITE ADDRESS 33600 AND 33620 21ST AVE SW FEDERAL WAY, WA 98023 OWNER WASATCH STORAGE PARTNERS 131 S. 700 E, SUITE 102 AMERICAN FORK, UTAH 84003 PROPERTY CONTACT: JUSTIN BARNES _ PH.(S011692.1474 ,NEW PROPERTY CIVIL ENGINEER/PLANNER LINE AHBL, INC. 2215 NORTH 301h STREET, SUITE 300 TACOMA, WASHINGTON 9f1403 CIVIL CONTACT: BILL HERST PLANNING CONTACT: RYAN GIVENS PH (253),3832422 FAX (253L383 2572 ARCHITECT PROPERTY HEAL DESIGN GROUP LINE 401 COVERED BRIDGE ROAD CHERRY HILL, NJ 09034 CONTACT: LANCE HEAL PH. (856),29&2570 SURVEYOR DURYEA 6 ASSOCIATES, P.S. 2702 N PERRY STREET SPOKANE, WASHINGTON 99207 CONTACT: MITCH DURYEA PH. (509) 465-8007 LANDSCAPE ARCHITECT PROPERTY AHBL, INC. 2215 NORTH 30th STREET, SUITE 300 TACOMA, WASHINGTON 98403 CONTACT: KRISTIN GLANDON PH. (253).383.2422 FAX (253).383.2572 20-00' SIDE BUILDING SETBACK 5.00' LANDSCAPE SETBACK SHEETINDEX SURVEY SHi.# DESCRIPTION B1.0 TOPO SURVEY- BY DURYEA AND ASSOCIATES CIVIL SHT.# DESCRIPTION C70 COVER SHEET C2.0 GRADING AND DRAINAGE PLAN C21 GRADING AND DRAINAGE SECTIONS C3.0 HORIZONTAL CONTROL AND SURFACING PLAN C4 0 UTILITIES PLAN CS-0 NOTES AND DETAILS C5.1 NOTES AND DETAILS LANDSCAPE SHT.# DESCRIPTION L0.1 TREE REMOVAL PLAN L"0 PLANTING PLAN, NOTES AND SCHEDULE L20 IRRIGATION PLAN, NOTES AND SCHEDULE ARCHITECT ARCHITECT PLANS LEGAL DESCRIPTION PARCELI: LOT 4, KING COUNTY SHORT PLAT NUMBER 278132 REVISED, RECORDED UNDER RECORDING NUMBER 8210260642, BEING A PORTION OF LOTS 1 AND 2 OF KING COUNTY SHORT PLAT NUMBER 278132, RECORDED UNDER RECORDING Na 7910150912, IN KING COUNTY, WASHINGTON. APN: 242103-9103-01 PARCEL I -A. RIGHTS AND BENEFITS CONTAINED IN THE TERMS AND PROVISIONS OF THE DECLARATION OF RESTRICTIONS AND GRANT OF EASEMENTS, RECORDED 5123/1986. AS RECORDING NO. 8605230193; MODIFIED IN FIRSTAMENDMENT TO DECLARATION OF RESTRICTIONS AND GRANT OF EASEMENTS RECORDED 611/1995, AS RECORDING NO. 9506010609 IN KING COUNTY, WASHINGTON. PARCEL It: LOT 1 OF SHORT PLAT NO. 1084006, RECORDED DECEMBER 31, 1985 UNDER KING COUNTY RECORDING NO.8512311597. IN KING COUNTY, WASHINGTON. APN: 242103-9001414 PARCEL II -A: EASEMENTS AND RIGHTS SET FORTH IN DECLARATION OF RESTRICTIONS AND GRANT OF EASEMENTS RECORDED MAY 23, 1986 UNDER RECORDING NO.8605230193. IN KING COUNTY, WASHINGTOR P IFB' EASEMENTS AND RIGHTS SET FORTH IN PARTY WALL AGREEMENT RECORDED MAY 23, 1986 UNDER RECORDING NO. 8605230194, IN KING COUNTY, WASHINGTON, THE PROPERTY DESCRIBED AND SHOWN HEREON IS THE SAME PROPERTY AS DESCRIBED IN THE FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE NUMBER NCS-7S3385-PHIL DATED MAY 11, 2016, ,00 PROJECT SITE N u VICINITY MAP LEGEND EXISTING PROPOSED (C) STORM SEWER MANHOLE © GAS METER Q TELEPHONE MANHOLE ❑ CATCH BASIN ■ TRAFFIC SIGNAL POLE ® POWER POLE ix UGHT STANDARD J PHONE RISER _1 CABLE TV RISER L� ELECTRIC JUNCTION BOX E ELECTRIC VAULT u POWER TRANSFORMER ME TRASH ENCLOSURE US LANDSCAPED AREA ■ FOUND 578- REBAR WIYELLOW PLASTIC CAP MARKED VAN CLEAVE 12399' (UNLESS NOTED OTHERWISE) O FOUND BRASS PIN, IN CONG., IN MONUMENT CASE FOUND MAG NAIL WNVASHER MARKED 'RPLS 12398' - - - - PROPERTY LINE r r r r r— . EASEMENT LINE - �--- - — -- BUILDING SETBACK LINE — -- — — — — - - - CENTERLINE BUILDING LINE • • - - 6' CONCRETE CURB — — — -- EDGE OF ASPHALT E CHAIN LINK FENCE — X— X— X- ----v SS. FENCE CONCRETE WALL CONCRETE SURFACE 'c� FIRE HYDRANT A qP FIRE CONNECTION I cl�l WATER METER v J4 WATER VALVE H DC GAS VALVE I] WATER VAULT QS SANITARY SEWER MANHOLE to O SANITARY SEWER CLEAN OUT PERMIT NO.: APPROVED DATE ON i TACOMA SEATTLE - SPOKANE TRI-CITIES 2215 North 301h Sheet, Sufle 300, Tacoma, WA 98403 253.3832422 TEL 253.3832572 I'M wwe.dUM WEB Pro lect Tllle: FEDERAL WAY SELF STORAGE Client: WASATCH STORAGE PARTNERS 131 S 700 E. SUITE 102 AMERICAN FORK. UTAH B4003 JUSTIN BARNES 2170003 10 lm LAND USE SUBMITTAL 21 OCTOBER 2017 1 1 �A0.Y4L NO rtM Rev Sheet Title: COVER SHEET Desicned bv: Drawn by, Checked by Sheet No. C 1 I.0 1 of 7 Sheets )ATE: Oaobar 17, 2017 FILENAME: 0:12017X2170003110_CMCAD12170003 _U-COVERdw9 FEDERAL WAY SELF STORAGE NE QUARTER OF SECTION 24, T. 21 N., R. 3E., W.M. --- S.W. CAMPUS DR. S. Y. 336TH ST. TDTH VARIES) rill', =--------_— —_——��_, — � ----- ----------- I I / —__—___--___—�.—__ L Y HEMill s�"tNG BC: 393.Y3 _ FG: 334 54 ta• t� II.1 _ f .I I•• r f _ , (TYP 1 - CB E 1) I PE i RIM = 393.96 1CB(TYPE 2AB-) � TlNii .�. I• _ ! CM=33374 CEI -ham • ' �i + ! IE=331.96 RIM=338.4 I _ 1EG ---....__�% :.335,Ltizi IE=331.B3 - A�4YCH E%16•[WCi I 11 IE = 31 30.II I T- I , i" ' 333-99 I f MeH E)&TING Tc. 334 FG: 333.73 I L BC. 333-72 f l I W s Y �BBCC 336 26 J t' / GI 335_00 /' p�jly1 3P3EC4 CB (TYPE 1) FG:338.OD I I W • �1 — 33247 RIM = 33515 STORM DETENTION ! • -1 b IE = 331 7D \4 TC' 334.12 FILTERRA FACILITY / TC: 3Li331i0 FIELATION LTERRA CONNECT TO l Be =JD3 BIORETENTION / FG: 333A0 r I ' ) I EXISTING STORM ,d VAULT f /�� I 1 I D VAULT TC: 333.32 W I �1 +r ______ I t� FG: 332.82 • — FGI 334.98 / i F 335.00 ! ! 4•� - I' I CB (TYPE 248-) �TO-33565 f STORM DETF�'fnONl FF = 333.50 T _ RIM = 332 75 IBC 33515 I— �'ACILtTY7 r I FG 333-60 I I IE=32456 m` CB (TYPE 1) I• I CONNECT TO EXISTING �•� RIM = 3346 STORM TO NORTH FG: 33500 ;� IE=331.4fi J STORM DE:E14'TI� CONTROL STRUCTURE f FACRfTYI A �FG: 33350 FG: 333.d6 RIM = 333 21.)` if 1 1 IE=32491 ,•II 1� 1 + TC. 335, % I I I BC. 335 . ��l CB (TYPE 11 I CB (TYPE 1) FG:333.88 D D D I I F LTERR MION I cB (TYPE I RIM • / CB (TYPE 1) FG. ]32.98 . E fi2 CB • IE=39Y.98 I (TYP£s) FILTERRA RIM =333.60 C6 (TYPE 1) VAULT I f 1 ST OETFNTIdN — RFM - 333.98 == IE = 329 87 CB (TYPE 1) RIM = 332.9) I ) IE=33126 VAULT RIM=332.98 CB(TYPE 1)! IE=33098 JI I Y TC 33 3 d TC:734. - I I V LT I / IE = 330.24 - 11 18 X 113' X8' + RIM = 33290 .Ll BC: 33 24 BC:. 'I[ CBkTYPE sI ELEV•33Q.91,IE=33D,6i I: Rr� 333.�1 edrOMELEY•�324-9, FF = 334.00 : ) r I IE4331.}1 I CB [TYPE 1) FF = 33100 l ' RIM =332-97 I / T` 1 I IE=32981 I - L- FILTERRA f �j•I� I � / O91 ON s VAUCT 1 _ 1r • _ J I ti � �'T—~—_^— _.--- ` —.��- � — � _ � � SDMH I `� N 1 {TYPE 2-W) RIM=33069 —��__e IM = 333-36 IE = 32143 ! I r3m34 CONNECTTO G2f I t i EXISTING STORM ( I I I GRAPHIC SCALE 0 15 30 60 1-=30 FEET PERMIT NO.: - i APPROVED Know what's below. Call before you dig. vON MOL- lowwo TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 301h Street Suite 300, Tacoma, NA 98403 2533832422 TEL 2533832M FAX w rAhbI m N® Protect T1110, FEDERAL WAY SELF STORAGE c lane WASATCH STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UTAH 84003 JUSTIN BARNES Jab No. 2170D0310 lave Set A 0et¢ LAND USE SUBMITTAL 19 SEPTEMBER 2017 9 Cgypo 5¢fi� twit m Sheet TITIe: GRADING AND STORM DRAINAGE PLAN Uestocae by. Or— b, Cheokee br: Sheet NoC2.0 /� C 2 s 0 2 of 7 Sheets FEDERAL WAY SELF STORAGE NE QUARTER OF SECTION 24, T. 21 N., R. 3E., W.M. NEW PROPERTY LINE NEW PROPERTY LINE BUILDING PAD 1 BUILDING PAD 2 235' 235• 340 340 PROPOSED FINISHED GRADE 33s 335 \ r—r _ — —____— J. 330 330 EXISTING GRADE � CROSS SECTION 1 335 330 — I 325 — — CROSS SECTION 2 s-- 0 Know. whirs below. Call before you dig. PROPOSED FINISHED GRADE BUILDING PAD 4 sw PROPERTY LINE BUILDING PAD 2 80, E#IETING GRADE 335 325 PERMIT NO.: 99151 7SCD I DATE vF's >< am D TACOMA • SEATTLE • SPOKANE • 7Rt-OTIES 2215 North 3001 Street, SuOe 300, T1t ="k WA! 6W 253.303.2422 TEL 253.3B32572 FAX mvri om M FEDERAL WAY SELF STORAGE Onent: WASATCH STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK UTAH 89003 JUSTIN BARNES 217000310 Issue Set L Dohr LAND USE SUBMITTAL 19 SEPTEMBER 2017 *d C0�0 R @rat4' h 70YAL Revlslone: Sheet Tltle: GRADING AND STORM DRAINAGE PLAN Desloned bv: Drawn by. Checked bv: Sheet No. CZ.'1 3 of 7 Sheats LINE SETBACK P f 25.00- FRONT BUILDING 1 SETBACK e W++I -- — — — — --- — — — S.w. CAN( yp M _ G N P 1, Q Ltr4E� VW PROPERTY• ---- F F — -- — — — —'- -r—/- r PCISEDErA-lzlhv—ve4�7 Z�4�� hs I FEDERAL WAY SELF STORAGE NE QUARTER OF SECTION 24, T. 21 N., R. 3E., W.M. —SELF-SERVICE STORAGE FACILITY AREA (2.89 ACRES) ------- =I-----L OTI ; I 5.00'LANDSCAPE y l I {• II SETBACK II IJ OWNER WASATCH STORAGE PARTNERS 131 & 700 E, SUITE 102 AMERICAN FORK, UTAH 84003 PROPERTY CONTACT: JUSTIN BARNES PH (801).692-1474 CIVIL ENGINEER/PLANNER -NEW PROPERTY LINE AHBL, INC. ------__ 2215 NORTH 30Ih STREET, SUITE 30D - TACOMA, WASHINGTON OB403 -.- CIVIL CONTACT: BILL FIERST [;1 PLANNING CONTACT: RYAN GIVENS + PH. (253}383.2422 FAX (253),3832572 -EX(STING ARCHITECT PROPERTY HEAL DESIGN GROUP LINE 401 COVERED BRIDGE ROAD CHERRY HILL, NJ 08034 CONTACT: LANCE HEAL PH (056).296.2570 SURVEYOR DURYEA & ASSOCIATES, R& 2702 N PERRY STREET SPOKANE, WASHINGTON 99207 CONTACT: MITCH DURYEA PH (509) 465-8007 LANDSCAPE ARCHITECT --NE PROPERTY AHBL, INC. UNJ 2215 NORTH 309, STREET, SUITE 300 TACOMA. WASHINGTON 98403 CONTACT: KRISTIN GLANDON PH.(253),383,2422 FAX (253)1383,2572 { r 1 ! - - —TOJ30' `iFjIR BUILDING 15. W' STORM � r �+•-I EASEMENT SETBACK ING PROPERTY 500'LANDSCAPE LINE I SETBACK N ( GRAPHIC SCALE 0 25 50 100 UTILITY NOTE FILL SPECIFICATION THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE 'FILL MATERIAL SHALL NOT CONTAIN PETROLEUM 1- 50 FEET APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, VERIFIED BY THE OWNER OR ITS REPRESENTATIVE, THE DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO CODE, REGULATION, RULE, ORDER, OR STANDARD. BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT INCUR DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND TRENCH NOTE UTILITIES/SERVICES PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES IF WORKERS ENTER ANY TRENCH OR OTHER WATER: LAKEHAVEN UTILITY DISTRICT NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. M EXCAVATION FOUR OR ORE FEET IN DEPTH THAT DOES SEWER: UTILITY DISTRICT EGE NOT MEET THE OPEN PIT REQUIREMENTS OF WSOOT PU T OU POWER: PUND ENERGY TOPOGRAPHIC NOTE SECTION 2-093(3)9, IT SHALL BE SHORED AND CRIBBED. TELEPHONE: OWESTS THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY, ALL TRENCH SAFETY SYSTEMS SHALL DATUM NOTES INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION MEET THE REQUIREMENTS OF THE WASHINGTON IS BELIEVED TO BE RELIABLE, AHBL CANNOT ENSURE ACCURACY INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 BASIS OF BEARINGS AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT ROW. CHAPTER 4917 RCW, THE BEARING OF SOUTH 88'46'15" EAST ALONG THE CENTERLINE OF INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY S.W. CAMPUS DR.7S.W. 336TH ST. AS SHOWN UPON THAT CERTAIN HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. SITE DATA MAP ENTITLED "SHORT PLAT NO- 278132 REVISED" RECORDED UNDER RECORDING NO, 0210260642, KING COUNTY RECORDS, WAS CONSTRUCTION SPECIFICATION EXISTING PARKING STALL COUNT: 126 TAKEN AS THE BASIS OF BEARINGS SHOWN UPON THIS SURVEY. CONSTRUCTION SHALL BE PERFORMED CONFORMING TO THE PROPOSED PARKING VERTICAL DATUM BENCHMARK: KING COUNTY BENCHMARK NO.A 3 1S WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 2010 STALL COUNT: 63 (BOTH PARCELS) OF 1ST AVE.,BEING BRASS CAP AT THE SOUTHWEST CORNER OF ST ASW. AND SW STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. THE SIDEWALK, HAVING A PUBLISHED NAVDBB NTH SIO LOCATED G APPROX, PROJECTAREA 3.61 ACRES (157,175 SF) W ELEVATION OF 111,3' WAS USED FOR THIS SURVEY, AUTOCAD NOTE NEW SITE AREA 3 92 ACRES (170,616 SF) AN AUTOCAD DRAWING FILE IS AVAILABLE FOR HORIZONTAL SITE (BLA UNDER SEPERATE COVER) EX, SITE IMPERVIOUS AREA: 3-20 ACRES (139,426 SF) ONSITE TEMPORARY BENCH MARK 1: MAG NAIL IN ASPHALT AT THE SOUTHWEST PORTION OF THE PROJECT NEXT TOT THE EDGE OF AND UTILITY LAYOUT- SEE SPECIFICATIONS FOR RELEASE OF REPLACED IMPERVIOUS AREA: 2.86 ACRES (124.695 SF) ASPHALT HAVING AN NAVD88 ELEVATION OF 334.25 WAS USED AS A ELECTRONIC DOCUMENTS. NEW IMPERVIOUS AREA: 0.02 ACRES(1,039 SF) TEMPORARY BENCHMARK FOR THIS SURVEY. APPROX. PROJECT SITE CUT: 17.550 CF (EARTHWORK ESTIMATE ON -SITE TEMPORARY BENCH MARK 2: MAG NAIL IN ASPHALT AT THE PROVIDED FOR CITY OF SOUTHEAST PORTION OF PROJECT NEAR A CATCH BASIN, HAVING AN FEDERAL WAY PERMIT NAVD86 ELEVATION OF 329.39 WAS USED AS A TEMPORARY PURPOSES ONLY.) BENCHMARK FOR THIS SURVEY. PROPOSED GROSS BUILDING 159.9505E PARCEL AREA (FOUR BUILDINGS) PROPOSED OFFICE AREA: 950 SF 242103-3103-01 AND 242103-9001-04 PARCEL AREA: 4.021 ACRES (175,158 SF) PARKING REQUIRED (STALL PER 3SF OF GSA FIOROFFICE SITE ADDRESS w 950SF/300) 4STALLS00 AND AVE SW SELF-SERVICE STORAGE Z89 ACRES (125,760 SF) AY, A. 98 FEDERAL WAY, WA. 98023 FEDERAL FACILITIES Know what's below. DEDICATION AREA 0.14 ACRES (5,906 SF) Call before you dig. PEDESTRIAN AREAS: 0.06ACRES (2,706 SF) SHEETINDEX SURVEY BHT # DESCRIPTION B1-0 TOPO SURVEY-BYDURYEA AND ASSOCIATES CIVIL SHT # DESCRIPTION C1.0 COVER SHEET C2_0 GRADING AND DRAINAGE PLAN Sxt GRADING AND DRAINAGE SECTIONS C34 HORIZONTAL CONTROL AND SURFACING PLAN CF,D UTILITIES PLAN C5,0 NOTES AND DE TAILS Cm NOTES AND DETAILS (LANDSCAPE SHT.# DESCRIPTION I1-0.1 TREE REMOVAL PLAN 1.1.0 L2.0 PLANTING PLAN, NOTES AND SCHEDULE IRRIGATION PLAN. NOTES AND SCHEDULE ARCHITECT ARCHITECT PLANS LEGAL DESCRIPTION PARCELI: LOT 4, KING COUNTY SHORT PLAT NUMBER 278132 REVISED, RECORDED UNDER RECORDING NUMBER 6210260642, BEING A PORTION OF LOTS 1 AND 2OF KING COUNTY SHORT PLAT NUMBER 278132. RECORDED UNDER RECORDING NO.7910150912, IN KING COUNTY. WASHINGTON. APN: 242103-9103-01 PARCEL I -A: RIGHTS AND BENEFITS CONTAINED IN THE TERMS AND PROVISIONS OF THE DECLARATION OF RESTRICTIONS AND GRANT OF EASEMENTS, RECORDED 512311986, AS RECORDING NO- 8605230193; MODIFIED IN FIRSTAMENDMENT TO DECLARATION OF RESTRICTIONS AND GRANT OF EASEMENTS RECORDED U111995, AS RECORDING NO 9506010609 IN KING COUNTY, WASHINGTON. PARCEL II: LOT 1 OF SHORT PLAT NO. 10840D6, RECORDED DECEMBER 31, 1985 UNDER KING COUNTY RECORDING NO, B512311597, IN KING COUNTY, WASHINGTON, APN: 242103-9001-04 PARCEL II -A: EASEMENTS AND RIGHTS SET FORTH IN DECLARATION OF RESTRICTIONS AND GRANT OF EASEMENTS RECORDED MAY 23,1906 UNDER RECORDING NO. 8605230193, IN KING COUNTY, WASHINGTON. PARCEL II-8. EASEMENTS AND RIGHTS SET FORTH IN PARTY WALL AGREEMENT RECORDED MAY 23, 1986 UNDER RECORDING NO. 8605230194, IN KING COUNTY, WASHINGTON THE PROPERTY DESCRIBED AND SHOWN HEREON IS THE SAME PROPERTY AS DESCRIBED IN THE FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE NUMBER NCS-793385-PHIL DATED MAY 11, 2016 PROJECT _..SIT'E,t� ,anA ; _ _ iV rrrrlricaauu ; 1Y 31 N wr f Hqh saada U VICINITY MAP LEGEND EXISTING PROPOSED ® STORM SEWER MANHOLE © GAS METER 0 TELEPHONE MANHOLE O CATCH BASIN ■ o- TRAFFIC SIGNAL POLE 41 P° POWER POLE 1fx LIGHT STANDARD ® PHONE RISER O CABLE TV RISER m ELECTRICJUNCUONBOX �E ELECTRIC VAULT p❑ POWER TRANSFORMER EFr OVERHEAD ELECTRICrrELEPHONE LINE T.E. TRASH ENCLOSURE US LANDSCAPED AREA • FOUND 5/8' REBAR W/YELLOW PLASTIC CAP MARKED CLEAVE 12399"(UNLESS NOTED OTHERWISE) ® FOUND BRASS PIN, IN CONIC. IN MONUMENT CASE FOUND MAG NAIL WIWASHER MARKED "RPLS 12399' - - - PROPERTY LINE - - - - - - - - - - - - - - - - - EASEMENT LINE-------------- $A•1- — — BUILDING SETBACK LINE — — — — CENTERLINE BUILDING LINE 6" CONCRETE CURB ---- EDGE OF ASPHALT o -- -- - -- - . - --- 6' CHAIN LINK FENCE — X 6' STEEL FENCE CONCRETE WALL _ • 7 CONCRETE SURFACE ula Yf FIRE HYDRANT FIRE CONNECTION ® WATER METER bd WATER VALVE A GAS VALVE V� WATER VAULT XX- 1�N >� i 18C TACOMA ' SEATTLE • SPOKANE - TRI-CITIES 2215 North 301h Street, Sulle 300, Tacoma, WA 98403 253 383 2422 TEL 2533832572 FAX —ahN w- ws Protect Title: FEDERAL WAY SELF STORAGE Client: WASATCH STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UTAH 84003 JUSTIN BARNES Job No. 2170003 10 LAND USE SUBMITTAL 19 SEPTEMBER 2017 A Revlsglons: Y 0 Sheet Title: H ® SANITARY SEWER MANHOLE • 0- SANITARY SEWER CLEAN OUT RESUBMITTED SEP 2 0 20R ' fT 'SPAY PERMIT NO.: im APPROVED DATE COVER SHEET Desioned by: Drawn by: Checked bv: Sheet No. C1.0 1 of 7 Sheets FEDERAL WAY SELF STORAGE NE QUARTER OF SECTION 24, T. 21 N., R. 3E., W.M. DEMOLISH EXISTING STREET IMPROVEMENTS PER DEMOLISH EXISTING DRIVEWAY, PROVIDE MODIFICATION / WAIVER REQUEST DRIVEWAY, PROVIDE NEW DRIVEWAY NEW DRIVEWAY F S.W. CAMPUS DR./S.W. 33ET ST. (WIDTH VARIES -- - ) STREET IMPROVEMENTS PER 1 MOOIWtCATlON / WAIVER REQUEST -:roe. l f �.�. - .. --: - -A- _ - _ - - -_ _ - - -- - - _• _ I h` i � �~ r ! _,. •.vul.n,K nre•I•:a n. ,rr�- � I .a- �:• ..I...•- - sITE'B6uNoAkY'1-1 eV. v.4 .yl� I ��... R•A.r I C + �'- ,ry,y n,. ,rlfrf - - _ - - :s•• ,a •. . -.1 _ 1 t r 1cv..11 Dk'};1pL15H EXISTING rR,r, Li 00.` ,� - •'Y+ i �• J ■r Cri•tl IIJEWAY PRONO{: 1 1 I rrl�-aco p,eprm e _ �- K •! •wWr+w.a- ..;AIE1pt>�l7TVEWAY �. C rWeA :i'JOG 34 r1 i � � rl �I t rr ?'o'1L1t1 trnor.lr� ,�{ • e, J jI •.• I I r ,tir. l - _ .���!-�w~{..w� I� � _ } e _ ■ � � I +LL� I d.rs ewlr.-.. I• ice, � r .I.. > T�f.;�1 J '' '•' OEMOLISIi EXt5T1NG 1 57. 0 . DRNEwAYI PROVIDE 1 - I� . pna• stun. i - ��,� NEW QRLVEIMAY rrI '.�. ',« NEW LOT LINE I 1 + �F�a� _ II/ ._ .. INE 1l .yk6L 71•u4 i Ftb*r'Mwtr —"t {{ A VJLv Iorr 50'3.AN75CA1 ESETBACK f iI. i IS '' LINE 1 I r�.J+ �•2D.0'FIRE Li.TiE •� 1 I� N. y ltDfl �f10f7 j ;Bair fiifaG 1 T—i — �' f FENCE 25.0' - I, I. • PROPOSED SELFSI'ORAGE 2-STORY BUILDINGFRONT SETBACK . 1 1 40,m GSF i 2cA PARCEL ft w t, e•1[ e+uvta6 m1r11+eery �„ SN7�IYALH {1 i r,..n. w yln•Is1 ,.lww, sip M FLOOR SKr wow 6 0' E� �Fi n"•' z" LAADSCAPE • .I R3.0• ` 1� STRIP GATE 5 0 LANDSCAPE 5ETDAi 51 BUILDING 3 I f• E r e f I [ — PROPOSED SELF -STORAGE 2-STORY GARBAGEeREcr1 e �•. �` y I S se,r 40.000 GSF - PRC t,LE• ' C STORAGE ENG`LOSVRE Ij —4 �� I WITH ROOF r I + I ZNO FLOOR SKY BRIDGE DEMOLISH EXISTING rI•' i`� -' - • FENCE DRIVEWAY - - •I ii 1 � 13ETsnga 20.0' REAR STREET IMPROVEI ENTS PER I I �BUW.DING SETBACK MODIFICATION / WAIVE REQUEST Il fti- (I II�C 1.1 LOT I ZL Know whafs below. Cali before you dig. I BUILDING 2 _ - GATE C0 ;ED SELF -STORAGE 2-STORY 1 — ' f 39.950 GSF -. T ' •I f(tnr rr W. IS•Je.+f -- FENCE - amanu� a v.�1 • on 511"yh v 1 3:., 1 Bua f] _ SELF -STORAGE x�STC)RY 1 ' I J __ Vw whArac 40.000 GSF- I • I 3 2DR' SIDE .--- - E '• - _ BUILDNJ SETBACK Ill'r :n PEwDE , - I N I . .•:aM r,tl;0 rt,�Ck►1pt1r5 erC J; 11'1•e llSlW' GRAPHIC SCALE 0 15 30 60 1" = 30 FEET PERMIT NO.: APPROVED DATE AN Wid in ' TACOMA • SEATTLE • SPOKANE - TRI-CITIES 2215 North 30th Streel, Suite 300, Tacoma, WA 98403 253 383 2422 ML 253 383 2572 FAX wv.•x ahblcom m Prolect Tllle: FEDERAL WAY SELF STORAGE C11.0, WASATCH STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UTAH 84003 JUSTIN BARNES Job Na 2170003.10 Irsw Bet 1 C•!■i LAND USE SUBMITTAL 19 SEPTEMBER 2017 ���yrC�tl eeyL T Aav_ielo— Sheei Tille: HORIZONTAL CONTROL AND SURFACING PLAN Oe vO�•d UY Dr— b, Checked by, Sheet No. C3.0 4 of 7 Sheets - I WATER METER is. Know what's below. Call before you dig. FEDERAL WAY SELF STORAGE NE QUARTER OF SECTION 24, T. 21 N., R. 3E., W.M. - f S.W. CAMPUS DR./S.W. 336TH ST. (WIDTH VARIES) I .. _0 � a nnv �R usE2 r--"^+ate'!Y �.«..—_ — _ —1 • — � _ .. I _h I � 1veezc:=��a•rn�iun,m fr I kt I � - LOT 2 ILpc, P�K g4) I�o. I I l.,0 I LN�JS O='FP,ED h1�v ER STORES INL 0 A 4 x E m �- FIRE SYDRM4T I ,I-- . N t CiRpPNIC SCALE 0 75 30 60 V = 30 FEET PERMIT NO.: APPRfJVEO DAS£ m 1! M,FA hg� TACOMA • SEATTLE • SPOKANE • TRILITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253383.2422 TEL 253.3832572 FAX w .ahtlt m w® Protect Title: FEDERAL WAY SELF STORAGE WASATCH STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UTAH 84003 JUSTIN BARNES Job No. 217000310 Is.ee snT a Da,n LAND USE SUBMITTAL 19 SEPTEMBER 2017 Cdr g ra hwlc � � eeuwrx Revisions: Sheet Title: UTILITIES PLAN Desloned bv: Drawn by, Checked bv: Sheet No. lA+ C4.0 5 of 7 Sheets FEDERAL WAY SELF STORAGE NE QUARTER OF SECTION 24, T. 21 N., R. 3E., W.M. ADAPTER RETRIEVAL SKIRT STRAP —4 RIGID i FLEXIBLE PROVIDE NEAT, STRAIGHT LINE WHERE (D.I., CONC.) (CPEP, CMP, PVC) MATCHING EXISTING PAVEMENT, TACK 8 SEAL EDGES 3' COMPACTED THICKNESS EXISTING STRUCTURAL ASPHALT CONCRETE PAVEMENT .� SECTION -CLASS 112, PG58-22, WSDOT 5-04 OVERFLOW (TO GEOTEXTILE 9—� A I tI � S LUMES) BYPASSPEAK FABRIC CATCH BASIN ■3003 SEDIMENT ONLY ACCUMULATION PROVIDE CATCH BASIN SEDIMENT PROTECTION NOTES PROTECTION WITH STREAMGUARD BASIN 1. FILTERS SHALL BE REMOVED AND INSERT#3003. FROM CLEANED OR REPLACED AFTER EACH BOWHEAD MANUFACTURING CO STORM EVENT. 1011 SW KLICKITAT WAY SEATTLE, WA 98134 PHONE: 1-800-909-3677 CATCH BASIN SEDIMENT INSERT NOT SCALE LANE 1'- 9 172'� V- 9 112' I LANE LANE LANE 2, _ y. II 2 y_ v I 10_ J p- I h L j— _ I II I I 6- �II I 4��'1 F —I I-6- T I�-II II-6. TYPE 3L (LEFT) II II 4'y F F 6' TYPE 2L (LEFT) SHOWN �,PE 1 SHOWN TYPE 3R(RIGHT) MIRROR IMAGE OF ABOVE TYPE TYPE 2R(RIGHT) MIRROR IMAGE OF ABOVE TRAFFIC ARROW MARKINGS NOT TO 5CALL lul Know what's below. Call before you dig. BACKFILL PAVED AREASAND ' 8" TYP WITHIN R_O-W. CRUSHED '� f� ' SURFACING BASE COURSE, '• . 9-03.19 95% COMPACTION, 6" f MAXIMUM LIFTS. /-{ - r f ,: NOTES: p00a00o: 1 BACKFILL MATERIAL SHALL NOT HAVE PARTICLE SIZE GREATER THAN I" r��0ar WITHIN 6- OF THE PIPE OR THE CONTRACTOR HAS THE OPTION TO USE _ _ •s�Ea 4 GRAVEL BACKFILL FOR PIPE ZONE _ • ° �=e BEDDING CONFORMING TO 9-03.12(3) -ter, 4" MIN PIPEAS SPECIFIED ON ORAVEL aACKFILL FOR PIPE 1-5 X I.0, - 1a' PLAN OR ZONE SEDDiNGPER SPECS. W.S.D.00T, S-D3.12. (a)959E 24" MIN. COMPACTION 3 PAVQEMENT PATCHING AND TRENCH DETAIL RIM ELEV=235.70- 4" MIN, 16' MAX --` V-6" MIN OVERFLOW ELEV=23320 ELEV=231.70 ORIFICE f12=0.90'0 12' 0 OUTLET PIPE ELEV =22820 RESTRICTORPLATE ORIFICE A"=0 50"0 ELEV=226.20 ROUND SOLID COVER WITH LOCKING BOLTS Y IN HROM J DETENTION e MAX. ALS � 6" ELBOW PER DETAIL - 12' STEPS OI f LADDER 2' MIN = 2' MIN — 60"0— MANHOLETYPE 1 SCALE: 1'? r 2' 'MIN. 0--� 1Y'UT �. OIRFALL x PLAN REMOVABLE WATER TIGHT COUPLING + ELEV.(TYP) ! 12' 0 INLET !1 PIPE ORIFICE (TYP) 6' MAX IE=22820 6"ELBOW DETAIL NOTESi NOT TO SCALE 1 PIPE SIZES AND SLOPES: PER PLANS. 2 THE VERTICAL RISER STEM OF THE RESTICTORISEPARATOR SHALL BE THE SAME DIAMETER AS THE HORIZONTAL OUTLET PIPE, WITH 12" MINIMUM DIAMETER 3 ACCESS OPENING SHALL BE CLEARLY MARKED WITH OSHA CONFINED SPACE WARNING. CONTROL STRUCTURE MANHOLE NOT To SCALE RIGID f!LEXfaLE y (¢I., CONG) II (CPEP, CMP, PVC] 1 �SueCRADE 111 ELEVATION BACKFILL PAVED AREAS AND WITHIN RO.W.� CRUSHED SURFACING TOP COURSE, WSDOT 9-03 9(3) 95% COMPACTION, 6- MAXIMUM LIFTS. NATIVE MATERIAL MAY BE USED IF IT MEETS THE REQUIREMENTS OF STRUCTURAL FILL AND COMPACTION CAN BE ACHIEVED AS APPROVED BY THE GEOTECHNICAL ENGINEER. BACKFILL UNPAVED AREAS NATIVE MATERIAL OR GRAVEL BACKFILL FOR PIPE BEDDING, 90% COMPACTION, IT MAXIMUM LIFTS NOTE BACKFILL MATERIAL SHALL NOT HAVE PARTICLE SIZE GREATER THAN 1" WITHIN 6' OF THE PIPE OR THE CONTRACTOR HAS THE OPnON TO USE GRAVEL BACKFILL PIPE ZONE BEDDI NG CONFORMING TO WSDOT 9-03.12 (3). . PIPE AS SPECIFIED ON PLANS J4'MIN GRAVEL BACKFILL FOR _ PIPE ZONE BEDDING • PER WSDOT 9-0312(3), 95% COMPACTION 4 PIPE BEDDING & BACKFILL IN TRENCHES NOT TO SCAU TOTAL MARKING AREA = 13 44 SO FT. WHITE =402 SOFT. BLUE=862 SQ. FT PROVIDE PAINTED ACCESS PARKING SPACE SYMBOL WITH BACKGROUND IN ALL ADA ACCESSIBLE PARKING STALLS. S INTERNATIONAL SYMBOL OF ACCESS PERMIT NO.: *71RCF&D DATE al1m D TACOMA • SEATTLE • SPOKANE - TRI-CITIES 2215 North 301h Street, Suite 300, Tacoma, WA 98403 253.3632422 TEL 2533M 2572 FAX eww.shbl co. xT9 Protect Title: FEDERAL WAY SELF STORAGE Client: WASATCH STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UTAH 84003 JUSTIN BARNES Job o. 2170003 10 o se] A O.I e: LAND USE SUBMITTAL 19 SEPTEMBER 2017 9W0g41. 1E>� kO110E A A Revisions: Sheet Title: NOTES AND DETAILS 1le2lenee by_ Drawn by, Cheeketl bv: Sheet Nc. r 5.0 6 of 7 Sheets 4"�] 21/2' 9" II (2) - o o - tV I6' DIA B"MIN. HOLES 3:1 SAND 6 CEMENT GROUT 1" DEPTH 10' MAX • �-- NON -SHRINK GROUT II 2" CLEARANCE � j (2) ry6 BARS (T1'P) t PRECAST CONCRETE WHEEL STOP CALE 114' EDGED GROOVE 0.02 FT/FT 1 4 CEMENT CONCRETE SIDEWALK 4"CRUSHED SURFACING BABE COURSE, NOTES: 1. CEMENT CONCRETE SHALL BE CLASS 3000 2 DUMMY JOINTS CONSISTING OF 3/16" BY 2' PREMOLDED JOINT MATERIAL SHALL BE PLACED AT 15 FOOT INTERVALS 3 PROVIDE BROOM FINISH FOR CONCRETE SURFACE. CEMENT CONCRETE SIDEWALK 10 Know. whars below. Cell before you dig. FEDERAL WAY SELF STORAGE NE QUARTER OF SECTION 24, T. 21 N., R. 3E., W.M. 12''1 r�—r12" SOLID WHITE 4 MIL THINK 6' PAINTED 1 LINES 2 CROSSWALK MARKINGS NOT TO SCALE 12" WHITE ON BLUE RESERVED BACKGROUND \ PARKING ACCESSIBLE It, 2° DIA G.I P SCH 40 � 12" E v7 PROPOSED GRADE I CONCRETE X a � 8'MIN. 3 ACCESSIBLE PARKING SIGNAGE DETAIL SCALENOT TO HMA CLASS }INCH. PG 50-22, MEETING WSDOT Sob 3 CR118HE0 SURFACING TOP COURSE. MEETING WSDOT 9-03.9(3) COMPACTED SUBGRADE 95% COMPACTION NOTES: 1. DEPTHS ARE COMPACTED THICKNESS 2 CONTRACTOR SHALL PROOF41OLL SUBGRADES, YIELDING SUBGRADE SHALL BE OVEREXCAVATED AND REPLACED WITH 61NCHES OF GRAVEL BORROW MEETING WSDOT 9-03.14(1) ASPHALT CONCRETE PAVEMENT PERMIT NO.: APPROVED DATE Q TACOMA • SEATTLE • SPOKANE , TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253 3832422 TEL 2M X325T2 FAX w .fihhl.= WM Prolect Title: FEDERAL WAY SELF STORAGE Client: WASATCH STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UTAH 64003 JUSTIN BARNES Job No. 2170003 10 LAND USE SUBMITTAL 19 SEPTEMBER 2017 A- Reylslone: Sheet Title: NOTES AND DETAILS ❑-1-"neQ. r, Drawnby, Checked by: sheeS t No. C5.1 7 of 1 Sheets RECEIVED �uN � 0 2a�7 Lakehaven CITY OF FFlEl~�W4EM WATER & S WER DISTRICT C )MMUMTY q�1=ti]i'M WATER CERTIFICATE Lakehaven Water & Sewer District - Development Engineering Section 31623 - 1st Ave S * PO Box 4249 * Federal Way, WA 98063-4249 Telephone: 253-945-1581 or 253-945-1580 * Email: DE@Lakehaven.org This certificate is intended to provide the applicant, land use agencies &/or public health departments with information necessary to evaluate development proposals. Lakehaven Water & Sewer District, at its sole discretion, reserves the right to delay, or deny, water service based upon capacity &/or supply limitations in Lakehaven's or Other Purveyor's system facilities. Proposed Land Use. ❑ Building Permit-SFR ❑ Building Permit-MFR ❑ Building Permit -Other ❑ Subdivision ❑ Short Subdivision ❑ Binding Site Plan ❑ Rezone ❑ Boundary Line Adjustment ® Other (specify/describe) Process III Land Use Aonroyal Tax Parcel Number(s): 2421039001, 24_2_1039103 Site Address: 33620 — 21st Ave SW Lakehaven GIs Grid: F-11 Ex. Bldg. Area to Remain: N/A sf New Bldg. Area Proposed: 159.950+/- sf Applicant's Name: AHBL WA SYSTEM F RMATIQN 1. ® Water service can be provided by service connection to an existing 8" diameter water main that is on the site. 2. ® If new/additional fire_ hydrant(s) regui , water service for the site will require an improvement to Lakehaven's water distribution system of: ❑ a. feet of " diameter water main to reach the site; and/or ❑ b. The construction of a water distribution system on the site; and/or ❑ c. A major portion of Lakehaven's comprehensive water system plan would need to be implemented and/or constructed; and/or ® d. Other (describe): Lakehaven Developer Extension Agreement a ire . 3. ® a. The existing water system is in conformance with Lakehaven's Comprehensive Water System Plan. ❑ b. The existing water system is not in conformance with Lakehaven's Comprehensive Water System Plan and an Amendment to this Plan will be required. This may cause a delay in issuance of land use approvals or permits. 4. ® a. The subject property is within the corporate limits of Lakehaven Water & Sewer District, or has been granted Boundary Review Board approval for extension of water service outside of Lakehaven's water service area. ❑ b. Annexation or Boundary Review Board approval will be necessary to provide service. S. Water service is subject to: ® a. Payment of connection charges (to be determined by Lakehaven); ® b. Proof or reservation of easement(s) as required by Lakehaven; ® c. Other: Water Service Connection aaolicativn required, for any new/modified service nnection. Comments/special conditions: Se r greater then 80 psi indicated PressUre Redu in aive s indicated, cQntact local huildino official for reouirements &/or additional information. The nearest fire hydrant is on the Property (as marked on map on the back of this page). Fire Flow at no less than 20 psi available within the water distribution system is a= GPM (approximate) for two (2) hours or more. This flow figure depicts the theoretical performance of the water distribution system under high demand conditions. If more precise available fire flow figures are required or desired, Applicant can request Lakehaven perform a system hydraulic model analysis. Current/2017 cost for a system hydraulic model analysis is $210,00, contact Lakehaven for additional information. 538 Pressure Zone Est. Site Elevation(s)-GIS; High 340+/-, Low 320+/- Est. Pressure Range at Site (psi): 77-94 I hereby certify that the above water system information is true. This certification shall be valid for one (1) year from the date of signature. Name: BRIAN ASBURY Title: DEVELOPMENT ENGINEERING SUPERVISOR Signature: Date: 6 2421039001 2421039103 wtr.docx (Form Update 1/3/17) Page 1 of 2 1321039108 14 132103903E 2002 335c0 1-121039109. ry ,. , 1918 _ U D IZ" PYC 12 "PYC- PYC 7� P3rC „ ULd pirt SW CAMPU S DR 4 "r b 04 r�r 24210339102 Hy art 24210391/3 2132 a a U Ex. Wtr Svc 20325 1.5" Dee. to w� IL 242103MO I M20 Ex. WtrSRv..c 19162 K 2421029103 1" Dom. •, 3;50fl Ex. WtrSvc 19163 t# 1" trr. Ex. MrSvc 33905 ft Ex 8" Fire Prot. $' 4C _ �a acHydrant c 8" AC - 4 x .. lu V 7-5 9331000010 33702 UNKNOWN A EI] [ 1=: La Rana ven water arts "newer Di5trist neither warrants nsr guarantees the accuracy of any fackity inforr=iatim prDVided. Facility limatons and conditkms are subject to fieki verifitaatian. Water Certificate ofAvaitab'dity Parcels 242103Q001, 2421049103 Fee, '1EV2017 €3I€. 2421039001 2421039103 wtr,docx (Form Update 1/3/17) Page 2 of 2 Lakehaven WATER & SEWER DISTRICT SEWER CERTIFI£ATM OF AVAILABILITY Lakehaven Water & Sewer District - Development Engineering Section 31623 - 1st Ave S * PO Box 4249 * Federal Way, WA 98063-4249 Telephone: 253-945-1581 or 253-945-1580 * Email: DE@Lakehaven.org This certificate is intended to provide the applicant, land use agencies &/or public health departments with information necessary to evaluate development proposals. Lakehaven Water & Sewer District, at its sole discretion, reserves the right to delay, or deny, sewer service based upon capacity &/or supply limitations in Lakehaven's or Other Purveyor's system facilities. Proposed Land Use: ❑ Building Permit-SFR ❑ Building Permit-MFR ❑ Building Permit -Other ❑ Subdivision ❑ Short Subdivision ❑ Binding Site Plan ❑ Rezone ❑ Boundary Line Adjustment ® Other (specify/describe) Process HI Land Use Approval Tax Parcel Number(s): 24210390,01. 242103910 Site Address: 33620 - 215t Ave SW Lakehaven GIs Grid: F-11 Ex. Bldg. Area to Remain: N/A sf New Bldg. Area Proposed: 159.950+L sf Applicant's Name: AHBL SEWER SYSTEM INFORMATION 1. ® Sewer service can be provided by service connection to an existing E diameter sewer main that is on the site and the sewer system has the capacity to serve the proposed land use. 2. ❑ Sewer service for the site will require an Improvement to Lakehaven's sanitary sewer system of: Ela. feet of " diameter sewer main or trunk to reach the site; and/or ❑ b. The construction of a sanitary sewer collection system on the site; and/or ❑ c. A major portion of Lakehaven's comprehensive wastewater system plan would need to be implemented and/or constructed; and/or ❑ d, Other (describe): 3. ® a. The existing sewer system is in conformance with Lakehaven's Comprehensive Wastewater System Plan. ❑ b. The existing sewer system is not in conformance with Lakehaven's Comprehensive Wastewater System Plan and an Amendment to this Plan will be required. This may cause a delay In issuance of land use approvals or permits. 4. ® a. The proposed site land use is within the corporate limits of Lakehaven Water & Sewer District, or has been granted Boundary Review Board approval for extension of sewer service outside of Lakehaven's sewer service area. ❑ b. Annexation or Boundary Review Board approval will be necessary to provide service. 5. Sewer service is subject to: ® a. Payment of connection charges (to be determined by Lakehaven); ® b. Proof or reservation of easement(s) as required by Lakehaven; ® c. Other: Sewer Serylce Connectionrmit re d for any new/02odiff-edInclud!ng exi tindisconnect) service cgnnection��. Comments/special conditions: Parel 2-421039001 has an exMing s er servi connection, I hereby certify that the above sewer system information is true. This certification shall be valid for one (1) year from the date of signature. Name: BRIAN ASBURY Title: DEVELOPMENT ENGINEHUNGSUEEBVISQ& Signature: . I - Date: ' ' '7 2421039001 2421039103 swr.docx (Form Update 1/3/17) Page 1 of 2 2421039001 2421039103 swr.docx (Form Update 1/3/17) Page 2 of 2 DEPARTMENT OF COAML=Y DEITLOFAIFT 33325 8th Avenue South Federal Way. NNIA 98003 CITY OF RESUBMITTED 253-83 5-2607; Fax 253-835-2609 Federal sEP a. 0 2017 Way yny ;eityof ederaluay.com Cf7Y 0' FEDERAL WAY COMMUNITY DEVELOPMENT HAZARDOUS MATERIALS INVENTORY STATEMENT CRITICAL AQUIFER RECHARGE AND WELLHEAD PROTECTION AREAS 1. 'WHY SHOULD THIS INVEN-TORY STOAT ENW—N'T BE FILLED OUT? ? Critical Aquifer Recharge (CARAs) and Wellhead Protection Areas (WHPAs) are considered "critical areas" pursuant to Federal Way Revised Code (FWCC) Title 14, "Environmental Policy." This inventory statement must be filled outby the applicantt or agent for any proposed activity listed in Section II of this handout, and which are located within Wellhead Capture Zones 1, 5, and 10 as shown on the Critical Aquifer Recharge and Wellhead Protection Areas Maps. Please refer to the handout on Critical Aquifer Recharge and Wellhead Protection Areas for a. description of the review process. II. AcTI['ITIEs GovERNTED BY CARA ANm WHPA REGLTLATTQ--Ns The inventory statement must be filled out for the following activities: Construction of any residential structure, including single-family development + Construction of any barn or other agricultural structure + Construction of any office, school, commercial, recreational, service, or storage building r Construction of a parking lot of any size + Other minor new construction (see WAC 197-11-800[21) • Additions or -modifications. to or replacement of any building or facility (does not include tenant improvements) • Demolition of any structure • Any landfill or excavation • Installation of underground tanks • Any division of land, including short plats • Change of use, which involves repair, remodeling, and maintenance activities • Dredging • Reconstruction/maintenance of groins and similar shoreline protection structures • Replacement of utility cables that must be buried under the surface of the bedlands • Repair/rebuilding of major darns, dikes, and reservoirs Installation or construction of any utility, except for on -going operation and maintenance activities of public wells by public water providers ■ Personal wireless service facilities Project Name _ Wasatch Federal Way Self Storage Applicant. Wasatch Storage Partners Project Location 33620 21st Ave. SW Tracking No. M. TYPES AND QuwN-rrrrEs of HAzARDous NIATERrALs Please pro -side the approximate quantity, of the types of hazardous iaterials or deleterious substances that will be stored, handled. treated, used, produced, recycled, or disposed of in connection with the proposed activity. If no hazardous iaterials will be involved, please proceed to Section IV. NLUERUL LIQUID(gallons) SOLID(pounds) (1) 4cid or basic solutions or solids (Z) ?antifreeze or coolants (3) Bleaches, peroxides, detergents. surfactants, disinfectants, bactericides, algaecides (4) Brake, transmission, hydraulic fluids (5) Brine solutions (6) Corrosion or rust prevention solutions (7) Cutting fluids (8) Deicing materials (9) Dry cleaning or cleaning solvents (10) Electroplating or metal finishing solutions (11) Engraving or etching solutions (12) Explosives (13) Fertilizers (14) Food or animal processing wastes (15) Formaldehyde (16) Fuels, additives, oils, greases (17) Glues, adhesives, or resins (18) Inks, printing, or photocopying chemicals (19) Lzbontoiy chemicals, reagents or standards (20) Medical, hospital, pharmaceutical, dental, or veterinary fluids or wastes (21) Metals (hazardous e.g. arsenic, copper, chromium, lead. mercjUL, silver. etc.) (22) Paints. pigments, dyes, stains, varnish, sealers. (23) Pesticides, herbicides or poisons (24) Plastic resins, plasticizers, or catalysts (25) Photo development chemicals (26) Radioactive sources (277) Refi-igerants, cooling water (contact) (28) Sludges, still bottoms (29) Solvents, thinners, paint removers or strippers (30) Tanning (leather) chemicals (31) Transformer. capacitor oils/fluids, PCBs (32) Waste oil (33) Wood preservatives (34) List OTHER hazardous materials or deleterious substances on a separate sheet_ Bulletin x056 — 7aurraiy 1, 2011 Page 2 of 3 k'Handouts'lHazardous Materials Inventory Statement Project Name Wasatch Federal Way Self Storage Applicant Wasatch Storage Partners Project Location 33620 ?'t + Ave, SW Trackiniz No. IV. FURTHER IN ORm-A-HO s Provide the repro-ri►rrate quantity of fill and source of fill to be imported to the site. Approximate Quantity of ]Imported Fill Source of Fill Site is currently desi ned to balance. Fil is not anticipated at this time. Check box #1 if you do not plan to store, handle, treat, use, produce, recycle, or dispose of any of the tyres and quantities of hazardous material or deleterious substance listed in Section M. Check box(s) #2 through #5 (and fill in appropriate blanks) of the below table if they apply to your facility or activity. #1 [X] The proposed deg elopnrent will not store, handle, treat, use, produce, recycle, or dispose of any of the types and quantities of hazardous materials or deleterious substances listed above. 42 [ ] Above ground storage tanks, haling a capacity of gallons will be installed. 43 [ X] Construction vehicles will be refueled on site. "Contractor may refuel equipment on site, not known Storage within wholesale and retail facilities of hazardous materials, or ocher deleterious #4 [ ] substances; will be for sale in original containers with a capacity of _ gallons liquid or mounds solid. The presence of chemical substances on this parcel i0xill be for "temporary" non -routine 45 [ ] maintenance or repair of the facility (such as paints and paint thinners) and are in individual containers with a capacity of _ gallons liquid or _mounds solid. Check any of the following items that currently exist or are proposed in connection with the development of the site. 91 [ ] Stonuwater infiltration system (e.g., french drain, dry «-ell. stormwwter Swale, etc.) 42 [ ] Hydraulic lifts or elevator. chemical systems. or other machinery that uses hazardous materials #3 [ ] Cathodic protection wells #4 [ ] rater wells. monitoring -wells, resource protection wells, piezometers 45 [ ] Leaf detection devices. training for employees for use of hazardous materials, self-contained machinery, etc. SIGNATURE 911117 Date Justin Barnes -Wasatch Storage Partners Print Name If you hae.=e any questions about filling out this application farm, please contact the Deparimell t of CotnntunityDetelopment's Permit Center at 253-83T 264 , orpermileentesrg'ril}offedi alway:eotn. Please be adi4sed that an -application for a development permit larking tire required information ~will not be accepted. at this time Bulletin;�055 — January 1, 2011 Page 3 of 3 L'I3andouts'.Hazardons Materials Inventory Statement ,� . . �y - �• - - 7 as :,—:.FY : �7Y.. :d �f ` frJo • '.rim _i� ryr�- '�•'.�""._� lax �.: �• �.. IF nRr m" STC ILI S s f r awl ir ? , a - � \l�,, Ali..• A I H I B I L 0 FEDERAL WAY SELF STORAGE NE QUARTER OF SECTION 24, T. 21 N., R. 3E, W.M. S.W. CAMPUS DR./S.W. 336TH ST. WIDTH VARIES) LEGEND °' Lj -- TRAFFIC SIGNAL BOX -- i+ �� � TIN _._. _ _ ° EXIS G TREE TO REMAIN _ -E1 LLLLLLLL L_ _. •• " I (. LLLLLLLLLLLLL LLLLLLLL LL LLLLLLLL' LLLLLL LLLL..L_L LZtO, �{ �,---•��••�.••.���.•��—,� ° L `L ■ •a. ••�.• ���• LLLLLLLLLLLLL LLLL LLL LL LLLLLLLL LLLLLL LLLL L�L LLL ••.��• �.-• •—���—•��—•�.r:. �^ LLLLLLLLLLLLL LLLLLLLL L LLLLLLLL LLLLLL LLLLLLLL LLLL — '" LLLLLLLLLLLLLL LLLLLL LL LLLLLL LLLLLLL LLLLLL LLL }d y LLLLLLLLLLL LLLL LLLLLi LL L LLLLL LLLL LLLL LLLLLL LL M a a EXISTING TREE OUTSIDE LIMIT OF WORK rL PROPERTY LINE, TYP. a •�� FENCE -SEE CIVIL I D a a D I - - RESTAURANT -_ LL�I I ' LLL�I I EXTENT OF WORK Q �I ' jL�i 1 E���; - ' ? ����� EXISTING VEGETATION TO REMAIN i I 1 j _LLL 2 SF I LLLLL + ' _LLL', SLAND 1 � ' j 5' U-- _ LLL. ,, -0" TYPE LANDSCAPINGI } , SEE L1.1 FOR PROPOSED PLANT SYMBOLS INCLUDING PRESERVATION OF ADEQUATE INTERSECTION SIGHT DISTANCE LINES/ TRIANGULAR AREAS. 3. CONTRACTOR SHALL VERIFY ON -SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION. 4. AUTOMATIC UNDERGROUND IRRIGATION SYSTEM SHALL BE INSTALLED AS SPECIFIED IN ALL NEW LANDSCAPE AREAS. 5. THE CONTRACTOR AND OWNER ARE RESPONSIBLE FOR READING THE PLANS, SPECIFICATIONS AND NOTES. 6. THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. ANY PLANT MATERIAL QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR. ACTUAL NUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COUNTING THE TOTAL NUMBER OF PLANTS INDICATED ON THE PLANS AND ESTIMATING GROUNDCOVER w QUANTITIES. 7. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER OR FIELD GROWN TREES, SHRUBS AND GROUNDCOVERS, INCLUDING SEEDED AND SODDED TURF, HYDROMULCHES AND FLATTED GROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OF ALL PLANT MATERIALS THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS THE STAKING AND GUYING OF TREES AND THE DESIGN STANDARD REQUIREMENT CALCULATIONS CASE PERCENT LAWN LESS THAN 75% 54% SF LAWN/TOTAL SF=15689/29248= 54% DROUGHT TOLERANCE MORE THAN 25% 92% LOW WATER USE PLANTS/TOTAL PLANTS= 1769 /1922= 92% TREE UNIT DENSITY 20 TREE UNITS/ACRE = 20*4.02=81 82.5 TREE UNITS EXISTING+PROPOSED= 10+72.5= 82.5 TREE UNITS EXISTING TREES TO REMAIN: 1 SMALL, 2 MEDIUM, 3 LARGE =1*1+2*1.5+3*2 =10 PROPOSED TREES: 27 SMALL, 5 MEDIUM, 37 LARGE=27*0.5+5*1+31.5 =72.5 INTERNAL PARKING PLANTINGS 22 SF PER PARKING STALL*63 1560 SF TYPE IV INTERNAL SF: 210+202+255+66+75+189+185+147+231=156C STALLS= 1386 SF Q CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL AT THE SITE. 8. PROVIDE EDGER BETWEEN PLANTING BEDS AND LAWN, TYP. Know what's Belo AlCal I before yo Cil . 9. SEE SHEET L1.1 FOR PLANTING DETAILS AND PLANT SCHEDULE. SEE CIVIL PLANS FOR GRADING. GRAPHIC SCALE 0 15 30 60 FEET 1" = 30 FEET PERMIT NO.: APPROVED DATE TACOMA • SEATTLE - SPOKANE - TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253,383.2422 TEL 253.383.2572 FAX www.ahbi.com WEB Proiect Title: FEDERAL WAY SELF STORAGE Client: WASATCH STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UTAH 84003 JUSTIN BARNES Job No, 2170003.10 Issue Set $ Date: LAND USE SUBMITTAL 16 JUNE 2017 STATE OF WASHINGTON REGISTERED LANDSC CHITECT 0 CV ON MORSE CO �cnx nv. »w � DOW9 ON 02/05/2019 N0110E ALTERATION OF M DOMW SMALL WAIDTATE THE FROFESSIOITAL SEAL AND MMTURE FI1B UTION OF THIS D0(MaT DOES NOT DEROGATE FROM RESERVED OMlEI W RNNTS N IT. THIS DOMWK IS FOR USE ONLY FOR RE PROJECT IDE lM N THE MU EADGR AND IS NOT TD BE USED FOR REPAIR REMODEL. OR ADOITIdi TO THAT FROUT OR FOR ANY OTTER PROJECT. 4 /3\ A L1 \ 2017.09.20 PERMIT COMMENT REVISIONS Revisions: Sheet Title: PLANTING PLAN Designed by: Drawn by: Checkedby: MS MS CS Sheet No. Ll ■ 2 of 3 Sheets FE: September 19, 2017 FILENAME: \\ahbl.com\data\Projects\2017\2170003\40_LAN\CAD\2170003.40 - SH-PLANTING PLAN.dwg 1 ! 1E 2( 2' Know what's below. Call before you dig. FEDERAL WAY SELF STORAGE NE QUARTER OF SECTION 24, T. 21 N., R. 3E., W.M. S.W. CAMPUS DR./S.W. 336TH ST. (WIDTH VARIES) 1 rtcc 0ynicuULc / ;£v147a # SPECIES CALIPER (INCHES) TO BE REMOVED? REASON OR TREE UNIT CREDITS 1 ACER 14 N 2 2 PLATANUS 14 N 2 3 PLATANUS 12 N 2 4 ACER 6 N 1 5 ACER 8 N 1.5 6 ACER 8 N 1.5 7 PSEUDOTSUGA 6 Y PARKING RECONFIGURATION 8 ACER 8 Y PARKING RECONFIGURATION 9 ACER 18 Y NEW STRUCTURE 10 PSEUDOTSUGA 14 Y NEW STRUCTURE 11 PREVIOUSLY REMOVED 12 PREVIOUSLY REMOVED 13 PSUDOTSUGA 14 ACER 5 Y NEW STRUCTURE 15 ACER 5 Y NEW STRUCTURE 16 ACER 10 Y NEW SIDEWALK 17 PLATANUS 11 Y NEW SIDEWALK # SPECIES CALIPER (INCHES) TO BE REMOVED? REASON OR TREE UNIT CREDTS 18 ACER 7 Y NEW :lDEWALK 19 ACER 22 Y NEW ADEWALK 20 PLATANUS 8 Y NEW'IDEWALK 21 ACER 8 Y NEW !lDEWALK 22 PSEUDOTSUGA 20 Y REGRADING 23 PSEUDOTSUGA 16 Y REGRADING 24 PSEUDOTSUGA 17 Y REGRADING 25 PSEUDOTSUGA 17 Y REGRADING 26 PSEUDOTSUGA 16 Y REGRADING 27 PSEUDOTSUGA 18 Y REGRADING 28 PSEUDOTSUGA 19 Y REGRADING 29 PSEUDOTSUGA 18 Y REGRADING 30 PSEUDOTSUGA 18 Y REGRADING 31 PSEUDOTSUGA 18 Y REGRADING 32 PSEUDOTSUGA 16 Y REGRADING 33 PSEUDOTSUGA 28 Y REGRADING 34 PSEUDOTSUGA 30 Y REGRADING 35 PSEUDOTSUGA 24 Y REGRADING 36 PSEUDOTSUGA 17 Y REGRADING UD rT� TREE REMOVAL NOTES REASON FOR TREE/VEGETATION REMOVAL: BUILDING CONSTRUCTION, REGRADING AND VEHICULAR CIRCULATION RECONFIGURATION. APPROX. DATE OF REMOVAL: SEPTEMBER 2017 APPROX. DATE OF NEW PLANTING: JANUARY 2018 SEE SHEET 1-1.1 FOR TREE PROTECTION FENCE DETAIL. SEE SHEET 1-1.0 FOR NEW PLANTING AREAS. MLL EXISTING VEGETATION TO REMAIN E:1 EXISTING VEGETATION TO BE REMOVED • EXISTING TREE TO REMAIN x EXISTING TREE TO BE REMOVED EXISTING TREE OUTSIDE SCOPE OF WORK GRAFMC SCALE 1" = 10 FEET # SPECIES CALIPER (INCHES) TO BE REMOVED? REASON OR TREE UNIT CREDITS 37 PSEUDOTSUGA 14 Y REGRADING 38 PSEUDOTSUGA 28 Y REGRADING 39 PSEUDOTSUGA 20 Y REGRADING 40 PSEUDOTSUGA 20 Y REGRADING 41 PSEUDOTSUGA 6 Y REGRADING 42 ACER 20 Y REGRADING 43 PSEUDOTSUGA 6 Y REGRADING 44 PSEUDOTSUGA 16 Y REGRADING 45 PSEUDOTSUGA 16 Y REGRADING 46 PSEUDOTSUGA 17 Y REGRADING 47 PSEUDOTSUGA 24 Y REGRADING 48 PSEUDOTSUGA 31 Y REGRADING PERMIT NO.: DATE RESUBMITTED SEP 2 0 2017 COMMUN0F FDERAL 17Y DEV OPMENT t ........... TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Proiect Title: FEDERAL WAY SELF STORAGE Client: WASATCH STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UTAH 84003 Job No. JUSTIN BARNES 2170003.10 Issue Set & Date: LAND USE SUBMITTAL 16 JUNE 2017 STATE OF WASHINGTON REGISTERED LANDSC CHITECT 5�*10 N ON MORSE a6 u Ljl; nv. aw EXPIRES ON 02/05/2019 NOTICE AMAIIN OF 1HIS DOCUYFAIT SHALL NVNDAIE IIE PROFFESM& SEAL AND S PM- PUNlO is OF IN DOOUFNf DOES NOT DFROGAIIE FROM REST m OWERSM RIM N R 1W DOWMW IS FOR USE ONLY FOR 7HE PROW MOM N 7HE TIRE BLOCK AND IS NOT TO BE USED FOR WAR REYOOFL OR ADDIH011 TO 7HAT PMW OR FOR ANY ORER PROW. A4 %2\ A Revisions: Sheet Title: TREE RETENTION PLAN Designed by: Drawn by: Checked by: MS MS CS Sheet No. LOml 1 of 3 Sheets DATE: June 16, 2017 FILENAME: \\ahbl.com\data\Projects\2017\2170003\40_LAN\CAD\2170003.40 - SH-TREE REMOVAL PLAN.dwg FEEDER ROOT ZONE D IA=2X DRIP LINE nin=x ELEVATION I ,r CRITICAL ROOT ZONE CALIPER INCHES*24" TREE PROTECTION 3/16" = V-0" _�7 3' MULCH. NO MULCH AGAINST THE BASE OF THE PLANT BACKFILL WITH EXCAVATED SOIL REMOVE BURLAP FROM TOP AND SIDES OF ROOT BALL DOWN INTO GROUND. SET TOP OF BALL FLUSH WITH FINISH GRADE. FEDERAL WAY SELF STORAGE NE QUARTER OF SECTION 24, T. 21 N., R. 3E, W.M. FENCING/ROOT PROTECTION 1. FENCING TO BE PROVIDED AND MAINTAINED AT CRITICAL ROOT ZONE PERIMETER. 2. TREE PROTECTION FENCE SHOULD BE MAINTAINED THROUGHOUT GRADING AND CONSTRUCTION AND SHALL NOT BE REMOVED UNTIL FINAL ACCEPTANCE. 3. ALL BRUSH CLEANUP WITHIN DRIP LINE SHOULD BE COMPLETED BY HAND TO PREVENT DISTURBANCE OF NATIVE GROUND COVERS. 4. NO WIRES, CABLES, OR OTHER DEVICES SHALL BE ATTACHED TO PROTECTED TREES DURING CONSTRUCTION. NOTES: 5. CONTRACTOR SHALL REFER TO PLANS AND SPECIFICATIONS FOR ADDITIONAL 1. TREES NOT PLANTED IN CONFORMANCE WITH THIS ift INFORMATION. DETAIL WILL BE REJECTED BY THE LANDSCAPE ARCHITECT. REPLACEMENT OF REJECTED TREES WILL TRENCHING/EXCAVATION BE DONE AT THE CONTRACTOR'S EXPENSE. 2. PLANTING INCLUDES REMOVAL OF STAKES ONE YEAR CRITICAL ROOT ZONE AFTER INSTALLATION. 1. NO DISTURBANCE ALLOWED WITHOUT SITE -SPECIFIC INSPECTION AND APPROVAL OF METHODS TO MINIMIZE ROOT DAMAGE. NO SOIL DISTURBANCE, PARKING STORAGE, DUMPING, BURNING OF MATERIALS, IMPERIOUS SURFACES, FILL, EXCAVATION, TRENCHING OR STORAGE OF CONSTRUCTION MATERIALS SHALL BE PERMITTED WITHIN THE NO DISTURBANCE AREA. 6 DRIP LINE ROOTBALL L1.1 I 1. LANDSCAPE ARCHITECT'S APPROVAL REQUIRED FOR USE/ACCESS WITHIN DRIP LINE. PREPARATION 2. ANY TRENCHING SUBJECT TO FIELD INSPECTION AND APPROVAL BY LANDSCAPE ARCHITECT. r FEEDER ROOT ZONE 3" MULCH. NO MULCH AGAINST TRUNK 1. OPERATION OF HEAVY EQUIPMENT AND/OR STOCKPILING OF MATERIALS SUBJECT TO LANDSCAPE ARCHITECT'S APPROVAL. 3"-4" HIGH WATERING RING 2. MINIMIZE TRENCH WIDTH WHEN USING HEAVY EQUIPMENT. SURFACE PROTECTION* _ MEASURES MAY BE REQUIRED. 3. LIMIT ANY DISTURBANCE TO MAXIMUM 1/3 OF FEEDER ROOT ZONE. SCARIFY SIDES OF PLANTING PIT 4. IF ROOTS GREATER THAN 2 INCH FOUND OUTSIDE OF FENCING, PROTECT BY HAND BACKFILL WITH EXISTING SOIL EXCAVATION AND, IF NECESSARY, CUT CLEANLY AND KEEP MOIST. 5. USE 3 INCHES OR DEEPER WOOD CHIP MULCH OUTSIDE FENCED AREAS TO PROTECT DO NOT DISTURB SUBGRADE BELOW FEEDER ROOTS. ROOTBALL TO REDUCE SETTLING. Ir 3X ROOTBALL *SURFACE PROTECTION MEASURES 6-8" MULCH LAYER, 3/4"PLYWOOD, OR STEEL PLATES CONIFER TREE PLANTING W/ STAKE - a�UQ� Pp OD � �0 Q4 _ F POT- _(7 I� SIDES OF PLANTING PIT LOOSEN / PULL OUT ROOT; FROM CONTAINER GROWN PLANTS SHRUB PLANTING NTS P-2017-FED-02 NOTE: P-2017-FED-73\ / 3/8" NOTE: GROUNDCOVER PLANTING PLAN 1. ALL GROUNDCOVER TO BE PLANTED AT EQUAL TRIANGULAR SPACING PER O.C. SPACING ON LEGEND. SPACING X .86 FOR 0 0 0 TRIANGULAR PATTERN 12" MIN'` FROM CURB SPACING AS SPECIFIED 3" OF MULCH. NO MULCH AGAINST THE BASE OF THE PLANT BACKFILL WITH EXCAVATED SOIL. WATER THOROUGHLY. REMOVE EXCESS SOIL ABOVE ROOT INSTALL EDGING PER MANUFACTURER'S FLARE PRIOR TO DIGGING AT NURSERY. SPECIFICATIONS WITH TOP OF EDGING 1/4" TO 1/2" CORRECT IN FIELD AT PLANTING IF ABOVE COMPACTED FINISH GRADE (TURF SIDE). NECESSARY. SET TRUNK FLARE AT 1" ABOVE FINISHED GRADE REMOVE ALL GIRDLING AND SHRUB SIDE ADVANTAGEOUS ROOTS TOP OF SUBGRADE ABOVE TRUNK FLARE , FINISHED GRADE`:�r``�% I'm .. I I w REMOVE ALL WIRE BASKET, BURLAP, OR SYNTHETIC MATERIALS FROM ROOTBALL (NO EXCEPTIONS). SET ROOTBALL ON COMPACTED SOIL TO PREVENT SETTLING. I-anT9101 i r r r r • 3/4" = 1'-0" P-2017-FED-01 GROUNDCOVER PLANTING 1 /2" = 1'-0" CONDITIONS VARY SEE PLAN 3/16" X 4" STEEL EDGING COLOR SHALL BE BLACK COMPACT SUBGRADE ON EITHER SIDE OF EDGING TO MAINTAIN STABILITY STAKE AT ALL CURVE RETURNS, CURVE MIDPOINTS, AND AT 36" O.C. MIN. STEEL LANDSCAPE EDGING DETAIL -FILE P-2017-FED-66 AT TIME OF PLANTING, NOTE: TRIM DAMAGED 1. TREES NOT PLANTED IN CONFORMANCE BRANCHES. WITH THIS DETAIL WILL BE REJECTED BY THE LANDSCAPE ARCHITECT. REPLACEMENT OF REJECTED TREES STAKE TREE WITH WILL BE DONE AT THE CONTRACTOR'S TWO 2"X2"X8' STAKES EXPENSE. SPREAD ACROSS FROM EACH OTHER. AT TIME OF PLANTING, TRIM DAMAGED BRANCHES. LIMB UP TREES IN PARKING ISLANDS TO 8' ABOVE PAVING. APPROVED TREE TIE 6 MATERIAL SET LOOSEROOTBALL �-' TO ALLOW FOR PREPARATION TRUNK GROWTH 3" MULCH. NO MULCH AGAINST TRUNK DRIVE STAKES AT ROOTBALL EDGE T'4' HIGH WATERING RING SCARIFY SIDES OF PLANTING PIT BACKFILL WITH EXISTING SOIL DRIVE STAKES 6"-12" INTO UNDISTURBED DO NOT DISTURB SUBGRADE — SOIL BELOW BELOW ROOTBALL TO REDUCE -- ROOTBALL SETTLING. - 3 DECIDUOUS TREE PLANTING P-2017-FED-71 3/8' = pe 4� q q'STAKE TREE WITH TWO 2"X2"X8' STAKES SPREAD ACROSS FROM EACH OTHER ` APPROVED TREE TIE MATERIAL SET LOOSE TO ALLOW FOR TRUNK GROWTH �-- DRIVE STAKES AT ROOTBALL EDGE DRIVE STAKES 6"-12" INTO 3X ROOTBALL UNDISTURBED SOIL BELOW ROOTBALL PLANT SCHEDULE TREES BOTANICAL NAME COMMON NAME CONT QTY • GLEDITSIA TRIACANTHOS VAR. INERMIS 'MORAINE' MORAINE HONEYLOCUST 1.5" CAL 8 FEDERAL WAY CANOPY SIZE CATEGORY: MEDIUM • LIQUIDAMBAR STYRACIFLUA'ROTUNDILOBA' TM ROUND -LOBED SWEET GUM 1.5" CAL 5 FEDERAL WAY CANOPY SIZE CATEGORY: MEDIUM PICEA OMORIKA SERBIAN SPRUCE 6' HT MIN. 27 FEDERAL WAY CANOPY SIZE CATEGORY: SMALL • ZELKOVA SERRATA SAWLEAF ZELKOVA 1.5" CAL 36 FEDERAL WAY CANOPY SIZE CATEGORY: LARGE SHRUBS BOTANICAL NAME COMMON NAME CONT QTY 0 CORNUS SERICEA'ISANTI' ISANTI REDOSIER DOGWOOD 2 GAL 37 18", MIN. HT. 0 MAHONIA AQUIFOLIUM OREGON GRAPE 2 GAL 25 24" HT, MIN MYRICA CALIFORNICA PACIFIC WAX MYRTLE 5 GAL 11 24" HT. MIN O NANDINA DOMESTICA'GULF STREAM' TM HEAVENLY BAMBOO 2 GAL 25 12" HT. MIN O THUJA OCCIDENTALIS 'EMERALD' EMERALD ARBORVITAE 5 GAL 64 36" HT. MIN GROUND COVERS BOTANICAL NAME COMMON NAME CONT S°ACING QTY ++++++++++ ARCTOSTAPHYLOS UVA-URSI 'MASSACHUSETTS' MASSACHUSETTS KINNIKINNICK 1 GAL 24" o.c. 1,194 ++++++++++ 4 FRAGARIA CHILOENSIS a: LAWN MIX SOD BEACH STRAWBERRY SODDED LAWN MIX 4" POT 36" o.c. 334 SOD 20,030 SF PERMIT NO.: APPROVED P-2017-FED-70 TACOMA • SEATTLE - SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbi.com WEB Project Title: FEDERAL WAY SELF STORAGE Client: WASATCH STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UTAH 84003 JUSTIN BARNES Job No. 2170003.10 Issue Set & Date: LAND USE SUBMITTAL 16 JUNE 2017 STATE OF WASHINGTON REGISTERED LANDSC CHITECT 0 N ON MORSE ao LICENSE NO. 900 EXPIRES ON 02/05/2019 NOTICE &MAI N OF THIS DOOA101i SHALL NVUDATE THE PROFFSMM SEAL AND MMIUAE PUBUCATNN OF M DOCUMENT DOES NOT DEROGATE FROM RESERVED 0009V ROTS N IT. DNS DOWW IS FOR USE ONLY FOR DE PROA:'CT IOEI TO N N lu am W IS NOT TO W USED FOR WAR REMODEL OR AM70 TO THAT PMCT OR FOR ANY OTHER PRO,ECT. A A A A Revisions: Sheet Title: PLANTING DETAILS Designed by: Drawn by: Checked by: MS MS CS Sheet No. Ll ■ 3 of 3 Sheets Know what's b@IOW. Call before you dig. )ATE: September 19, 2017 FILENAME: \\ahbl.com\data\Projects\2017\2170003\40_LAN\CAD\2170003.40 - SH-PLANTING PLAN.dwg DATE NEW PROPERTY LINE Nr 0 d 49.50' ,4 5.00'LANDSCAPEPj SETBACK ;> 25.00' FRONT BUILDING �v►- SETBACK �1 CQ WOW FEDERAL WAY SELF STORAGE NE QUARTER OF SECTION 24, T. 21 N., R. 3E, W.M. SELF-SERVICE STORAGE FACILITY ARC " _. S.W. CAMPUS DR. S.lr. 536 .:1RDT8 VARIIES _ 16 EXISTING PROPERTY 0,6 u LINE '� s O S� y' +.tJ tf ✓ (—id .Ltd .," R$Bti��' / s�6 roan MAifF INIIYIT flf•ICNNN4 f G 0900-0 FO -w•,,... ,: �''w- � jam.. ....... �^— -, �— — I' 337 � '--- ✓, r / �" i74— I � � EW ROPE i .- / —_ ,,,,• ,.� L N ,4 - _ t , u rmvrv,v SELF-ST -STO ILDING 4 ' 40 00t� SF %a �� ROPOSE ELF-ST O E 2-STOR ' `£ 332 40,000 r j 2n d DGE F OR SKY I 'N' A. _•i,__ _— - - - w►iwaw 15.00' STORM J 20.00' AR BUILDING �7 I uNaa EASEMENT SETBACK XISTING PROPERTY LINE 5.00' LANDSCAPE SETBACK N OWNER WASATCH STORAGE PARTNERS 131 S. 700 E, SUITE 102 AMERICAN FORK, UTAH 84003 EXISTING PROPERTY CONTACT: JUSTIN BARNES LINE PH. (801).692.1474 _ CIVIL ENGINEER/PLANNER EW PROPERTY LINE AHBL, INC. — — — --— =u- 2215 NORTH 30th STREET, SUITE 300 TACOMA, WASHINGTON 98403 - --� -N-_4 CIVIL CONTACT: BILL FIERST PLANNING CONTACT: RYAN GIVENS PH. (253).383.2422 FAX (253).383.2572 ARCHITECT EXISTING PROPERTY HEAL DESIGN GROUP LINE 401 COVERED BRIDGE ROAD CHERRY HILL, NJ 08034 CONTACT: LANCE HEAL PH. (856).296.2570 SURVEYOR DURYEA & ASSOCIATES, P.S. 2702 N PERRY STREET SPOKANE, WASHINGTON 99207 w CONTACT: MITCH DURYEA _ _« ��NO M Est. PH. (509) 465-8007 , LANDSCAPE ARCHITECT E PROPERTY AHBL, INC. m LINE 2215 NORTH 30th STREET, SUITE 300 ` 0 TACOMA, WASHINGTON 98403 CONTACT: KRISTIN GLANDON i PH. (253).383.2422 FAX (253).383.2572 i� ~ 20.00' SIDE BUILDING SETBACK j— }32 GRAPHIC SCALE 1 0 25 50 100 UTILITY NOTE FILL SPECIFICATION RGROUND UTILITIES ARE FILL MATERIAL SHALL NOT CONTAIN PETROLEUM 1" = 50 FEET THE LOCATIONS OF EXISTING UNDE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO CODE, REGULATION, RULE, ORDER, OR STANDARD. BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT INCUR DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND TRENCH NOTE UTILITIES/SERVICES PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES IF WORKERS ENTER ANY TRENCH OR OTHER NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES WATER: LAKEHAVEN UTILITY DISTRICT NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SEWER: LAKEHAVEN UTILITY DISTRICT TOPOGRAPHIC NOTE SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. PWERTOLEPH•ONE: PUGS TSOUND ENERGY THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON WORKER SAFETY AND AHBL ASSUMES NO THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON RESPONSIBILITY. ALLTRENCH SAFETY SYSTEMS SHALL DATUM NOTES INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION MEET THE REQUIREMENTS OF THE WASHINGTON IS BELIEVED TO BE RELIABLE, AHBL CANNOT ENSURE ACCURACY INDUSTRIAL SAFETYAND HEALTH ACT, CHAPTER 49.17 BASIS OF BEARINGS AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT RCW. CHAPTER 49.17 RCW. THE BEARING OF SOUTH 88°46'15" EAST ALONG THE CENTERLINE OF INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY S.W. CAMPUS DR./S.W. 336TH ST. AS SHOWN UPON THAT CERTAIN HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. SITE DATA MAP ENTITLED "SHORT PLAT NO. 278132 REVISED" RECORDED EXISTING PARKING UNDER RECORDING NO. 8210260642, KING COUNTY RECORDS, WAS CONSTRUCTION SPECIFICATION STALL COUNT: 126 TAKEN AS THE BASIS OF BEARINGS SHOWN UPON THIS SURVEY. PROPOSED PARKING CONSTRUCTION SHALL BE PERFORMED CONFORMING TO THE VERTICAL DATUM " BENCHMARK: KING COUNTY BENCHMARK NO. SY2624, BEING A 3 1/2 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 2010 STALL COUNT: 63 (BOTH PARCELS) BRASS CAP AT THE SOUTHWEST CORNER OF 21 ST AVE. SW. AND SW APPROX. PROJECT AP,EA: 3RES 157,175 SF STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. 344TH ST., LOCATED IN THE SIDEWALK, HAVING A PUBLISHED NAVD88 .6 C(NEW SITE AREA: ELEVATION OF 111.3, WAS USED FOR THIS SURVEY. AUTOCAD NOTE (BLA UNDER SEPERAIE COVER) ON -SITE TEMPORARY BENCH MARK 1: MAG NAIL IN ASPHALT AT THE AN AUTOCAD DRAWING FILE IS AVAILABLE FOR HORIZONTAL SITE EX. SITE IMPERVIOUSAREA: 3.20 ACRES (139,426 SF) AND UTILITY LAYOUT. SEE SPECIFICATIONS FOR RELEASE OF REPLACED IMPERVOOJS AREA: 2.86 ACRES (124,695 SF) SOUTHWEST PORTION THE PROJECT NEXT TOT THE EDGE OF ELECTRONIC DOCUMENTS. NEW IMPERVIOUS AREA: 0.02 ACRES (1,039 SF) ASPHALT HAVING AN NAVD88 ELEVATION OF 334.25 WAS USED AS A APPROX. PROJECT SITE CUT: 17,550 CF TEMPORARY BENCHMARK FOR THIS SURVEY. (EARTHWORK ESTIMATE ON -SITE TEMPORARY BENCH MARK 2: MAG NAIL IN ASPHALT AT THE PROVIDED FOR CITY OF SOUTHEAST PORTION OF PROJECT NEAR A CATCH BASIN, HAVING AN FEDERAL WAY PERMIT NAVD88 ELEVATION OF 329.39 WAS USED AS A TEMPORARY PURPOSES ONLY.) BENCHMARK FOR THIS SURVEY. PROPOSED GROSS EUILD AREA (FOUR B ILDIWS) ING 159,950 SF PARCEL PROPOSED OFFICE AREA: 950 SF 242103-3103-01 AND 242103-9001-04 0 PARCEL AREA: 4.021 ACRES (175,158 SF) MINIMUM PARKING REQUIRED (1 STALL 0)300 SF OF G 0 FOR OFFICE950 SF / 30SA SITE ADDRESS SELF-SERVICE STORAGE 2.89 ACRES (125,760 SF 33600 AND 33620 21 ST AVE SW FACILITIES FEDERAL WAY, WA. 98023 Know what's below. DEDICATION AREA: 0.14 ACRES (5,906 SF) Call before you dig. PEDESTRIAN AREAS: 0.06 ACRES (2,706 SF) 5.00, LANDSCAPE SETBACK SHEET INDEX SURVEY SHT. # DESCRIPTION 131.0 TOPO SURVEY - BY DURYEA AND ASSOCIATES CIVIL SHT. # DESCRIPTION C1.0 COVER SHEET C2.0 GRADING AND DRAINAGE PLAN C2.1 GRADING AND DRAINAGE SECTIONS C3.0 HORIZONTAL CONTROL AND SURFACING PLAN C4.0 UTILITIES PLAN C5.0 NOTES AND DETAILS C5.1 NOTES AND DETAILS LANDSCAPE SHT. # DESCRIPTION LO.1 'TREE REMOVAL PLAN L1.0 PLANTING PLAN, NOTES AND SCHEDULE L2.0 IRRIGATION PLAN, NOTES AND SCHEDULE ARCHITECT - ARCHITECT PLANS LEGAL DESCRIPTION PARCEL I: LOT 4, KING COUNTY SHORT PLAT NUMBER 278132 REVISED, RECORDED UNDER RECORDING NUMBER 8210260642, BEING A PORTION OF LOTS 1 AND 2 OF KING COUNTY SHORT PLAT NUMBER 278132, RECORDED UNDER RECORDING NO. 7910150912, IN KING COUNTY, WASHINGTON. APN: 242103-9103-01 PARCEL I -A: RIGHTS AND BENEFITS CONTAINED IN THE TERMS AND PROVISIONS OF THE DECLARATION OF RESTRICTIONS AND GRANT OF EASEMENTS, RECORDED 5/23/1986, AS RECORDING NO. 8605230193; MODIFIED IN FIRSTAMENDMENT TO DECLARATION OF RESTRICTIONS AND GRANT OF EASEMENTS RECORDED 6/1/1995, AS RECORDING NO. 9506010609 IN KING COUNTY, WASHINGTON. PARCEL II: LOT I OF SHORT PLAT NO. 1084006, RECORDED DECEMBER 31, 1985 UNDER KING COUNTY RECORDING NO. 8512311597, IN KING COUNTY, WASHINGTON. APN 242103-9001-04 PARCEL II -A: EASEMENTS AND RIGHTS SET FORTH IN DECLARATION OF RESTRICTIONS AND GRANT OF EASEMENTS RECORDED MAY 23, 1986 UNDER RECORDING NO. 8605230193, IN KING COUNTY, WASHINGTON. PARCEL II-B: EASEMENTS AND RIGHTS SET FORTH IN PARTY WALL AGREEMENT RECORDED MAY 23, 1986 UNDER RECORDING NO. 8605230194, IN KING COUNTY, WASHINGTON. THE PROPERTY DESCRIBED AND SHOWN HEREON IS THE SAME PROPERTY AS DESCRIBED IN THE FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE NUMBER NCS-793385-PHIL DATED MAY 11, 2016. • + s mark PROJECT SITE u fi(fi6L.. A. TT,. F 0!RiNE Ale,daoxt_, Park N - w 15tl? Todd Seamer High School0 VICINITY MAP LEGEND EXISTING STORM SEWER MANHOLE GAS METER jT TELEPHONE MANHOLE ❑ CATCH BASIN TRAFFIC SIGNAL POLE PP POWER POLE LIGHT STANDARD ® PHONE RISER ® CABLE TV RISER ❑ EL+_CTRIC JUNCTION BOX E0 ELECTRIC VAULT Pa POWER TRANSFORMER E/T OVERHEAD ELECTRIC/TELEPHONE LINE T.E. TRASH ENCLOSURE L/S LANDSCAPED AREA FOUND 5/8" REBAR W/YELLOW PLASTIC CAP MARKED "VAN CLEAVE 12399" (UNLESS NOTED OTHERWISE) OO FOJND BRASS PIN, IN CONC., IN MONUMENT CASE FOUND MAG NAIL W/WASHER MARKED "RPLS 12399" PROPOSED ■ c: ,an� a�"t�'J✓�ri�� P RD P E RTY L I N E NNNN■NNNNNNN■ NN■ NN■ — — — — — — — — — — — — — — — — — EASEMENT LINE --------------- BUILDING SETBACK LINE — CEVTERLINE BULDING LINE s 6" CONCRETE CURB o o 0 0 D4 0 co 5.00, LANDSCAPE SETBACK SHEET INDEX SURVEY SHT. # DESCRIPTION 131.0 TOPO SURVEY - BY DURYEA AND ASSOCIATES CIVIL SHT. # DESCRIPTION C1.0 COVER SHEET C2.0 GRADING AND DRAINAGE PLAN C2.1 GRADING AND DRAINAGE SECTIONS C3.0 HORIZONTAL CONTROL AND SURFACING PLAN C4.0 UTILITIES PLAN C5.0 NOTES AND DETAILS C5.1 NOTES AND DETAILS LANDSCAPE SHT. # DESCRIPTION LO.1 'TREE REMOVAL PLAN L1.0 PLANTING PLAN, NOTES AND SCHEDULE L2.0 IRRIGATION PLAN, NOTES AND SCHEDULE ARCHITECT - ARCHITECT PLANS LEGAL DESCRIPTION PARCEL I: LOT 4, KING COUNTY SHORT PLAT NUMBER 278132 REVISED, RECORDED UNDER RECORDING NUMBER 8210260642, BEING A PORTION OF LOTS 1 AND 2 OF KING COUNTY SHORT PLAT NUMBER 278132, RECORDED UNDER RECORDING NO. 7910150912, IN KING COUNTY, WASHINGTON. APN: 242103-9103-01 PARCEL I -A: RIGHTS AND BENEFITS CONTAINED IN THE TERMS AND PROVISIONS OF THE DECLARATION OF RESTRICTIONS AND GRANT OF EASEMENTS, RECORDED 5/23/1986, AS RECORDING NO. 8605230193; MODIFIED IN FIRSTAMENDMENT TO DECLARATION OF RESTRICTIONS AND GRANT OF EASEMENTS RECORDED 6/1/1995, AS RECORDING NO. 9506010609 IN KING COUNTY, WASHINGTON. PARCEL II: LOT I OF SHORT PLAT NO. 1084006, RECORDED DECEMBER 31, 1985 UNDER KING COUNTY RECORDING NO. 8512311597, IN KING COUNTY, WASHINGTON. APN 242103-9001-04 PARCEL II -A: EASEMENTS AND RIGHTS SET FORTH IN DECLARATION OF RESTRICTIONS AND GRANT OF EASEMENTS RECORDED MAY 23, 1986 UNDER RECORDING NO. 8605230193, IN KING COUNTY, WASHINGTON. PARCEL II-B: EASEMENTS AND RIGHTS SET FORTH IN PARTY WALL AGREEMENT RECORDED MAY 23, 1986 UNDER RECORDING NO. 8605230194, IN KING COUNTY, WASHINGTON. THE PROPERTY DESCRIBED AND SHOWN HEREON IS THE SAME PROPERTY AS DESCRIBED IN THE FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE NUMBER NCS-793385-PHIL DATED MAY 11, 2016. • + s mark PROJECT SITE u fi(fi6L.. A. TT,. F 0!RiNE Ale,daoxt_, Park N - w 15tl? Todd Seamer High School0 VICINITY MAP LEGEND EXISTING STORM SEWER MANHOLE GAS METER jT TELEPHONE MANHOLE ❑ CATCH BASIN TRAFFIC SIGNAL POLE PP POWER POLE LIGHT STANDARD ® PHONE RISER ® CABLE TV RISER ❑ EL+_CTRIC JUNCTION BOX E0 ELECTRIC VAULT Pa POWER TRANSFORMER E/T OVERHEAD ELECTRIC/TELEPHONE LINE T.E. TRASH ENCLOSURE L/S LANDSCAPED AREA FOUND 5/8" REBAR W/YELLOW PLASTIC CAP MARKED "VAN CLEAVE 12399" (UNLESS NOTED OTHERWISE) OO FOJND BRASS PIN, IN CONC., IN MONUMENT CASE FOUND MAG NAIL W/WASHER MARKED "RPLS 12399" PROPOSED ■ c: ,an� a�"t�'J✓�ri�� P RD P E RTY L I N E NNNN■NNNNNNN■ NN■ NN■ — — — — — — — — — — — — — — — — — EASEMENT LINE --------------- BUILDING SETBACK LINE — CEVTERLINE BULDING LINE s 6" CONCRETE CURB o o 0 0 D4 0 co LEGAL DESCRIPTION PARCEL I: LOT 4, KING COUNTY SHORT PLAT NUMBER 278132 REVISED, RECORDED UNDER RECORDING NUMBER 8210260642, BEING A PORTION OF LOTS 1 AND 2 OF KING COUNTY SHORT PLAT NUMBER 278132, RECORDED UNDER RECORDING NO. 7910150912, IN KING COUNTY, WASHINGTON. APN: 242103-9103-01 PARCEL I -A: RIGHTS AND BENEFITS CONTAINED IN THE TERMS AND PROVISIONS OF THE DECLARATION OF RESTRICTIONS AND GRANT OF EASEMENTS, RECORDED 5/23/1986, AS RECORDING NO. 8605230193; MODIFIED IN FIRSTAMENDMENT TO DECLARATION OF RESTRICTIONS AND GRANT OF EASEMENTS RECORDED 6/1/1995, AS RECORDING NO. 9506010609 IN KING COUNTY, WASHINGTON. PARCEL II: LOT I OF SHORT PLAT NO. 1084006, RECORDED DECEMBER 31, 1985 UNDER KING COUNTY RECORDING NO. 8512311597, IN KING COUNTY, WASHINGTON. APN 242103-9001-04 PARCEL II -A: EASEMENTS AND RIGHTS SET FORTH IN DECLARATION OF RESTRICTIONS AND GRANT OF EASEMENTS RECORDED MAY 23, 1986 UNDER RECORDING NO. 8605230193, IN KING COUNTY, WASHINGTON. PARCEL II-B: EASEMENTS AND RIGHTS SET FORTH IN PARTY WALL AGREEMENT RECORDED MAY 23, 1986 UNDER RECORDING NO. 8605230194, IN KING COUNTY, WASHINGTON. THE PROPERTY DESCRIBED AND SHOWN HEREON IS THE SAME PROPERTY AS DESCRIBED IN THE FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE NUMBER NCS-793385-PHIL DATED MAY 11, 2016. • + s mark PROJECT SITE u fi(fi6L.. A. TT,. F 0!RiNE Ale,daoxt_, Park N - w 15tl? Todd Seamer High School0 VICINITY MAP LEGEND EXISTING STORM SEWER MANHOLE GAS METER jT TELEPHONE MANHOLE ❑ CATCH BASIN TRAFFIC SIGNAL POLE PP POWER POLE LIGHT STANDARD ® PHONE RISER ® CABLE TV RISER ❑ EL+_CTRIC JUNCTION BOX E0 ELECTRIC VAULT Pa POWER TRANSFORMER E/T OVERHEAD ELECTRIC/TELEPHONE LINE T.E. TRASH ENCLOSURE L/S LANDSCAPED AREA FOUND 5/8" REBAR W/YELLOW PLASTIC CAP MARKED "VAN CLEAVE 12399" (UNLESS NOTED OTHERWISE) OO FOJND BRASS PIN, IN CONC., IN MONUMENT CASE FOUND MAG NAIL W/WASHER MARKED "RPLS 12399" PROPOSED ■ c: ,an� a�"t�'J✓�ri�� P RD P E RTY L I N E NNNN■NNNNNNN■ NN■ NN■ — — — — — — — — — — — — — — — — — EASEMENT LINE --------------- BUILDING SETBACK LINE — CEVTERLINE BULDING LINE s 6" CONCRETE CURB o o 0 0 D4 0 co EDGE OF ASPHALT 6CHAIN LINK FENCE X X X 6' STEEL FENCE r CCNCRETE WALL CONCRETE SURFACE FIRE HYDRANT FIRE CONNECTION WATER METER WATER VALVE ►� GAS VALVE WATER VAULT SANITARY SEWER MANHOLE SANITARY SEWER CLEAN OUT�� SEP 2 0 2017 PERMIT NO.: COMMuvnY pOERAJ E V;71 IhAY APPROVED DATE TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Pro iect Title: FEDERAL WAY SELF STORAGE Client WASATCH STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UTAH 84003 JUSTIN BARNES Job No. 2170003.10 Issue Set & Date: LAND USE SUBMITTAL 19 SEPTEMBER 2017 NOTICE ALTERATION OF THS DOMWIT SHAH. INVALIDATE TIE PROFES"AL SEAL AM SWTUFE. PLWCARON OF TINS DOWaT DOES NOT DEROGATE FROM RESERVED ONlERSINP RIGHTS N IT. TINS DOCUMENT IS FOR USE ONLY FOR TIE PROJECT N TFI D N THE TITLE BLOC( AND IS NOT TO BE USED FOR REPAIR. REMODEL OR ADDITION TD THAT PROJECT OR FOR ANY OTHER PROJECT. A A A A Revisions: Sheet Title: COVER SHEET Designed by: Drawn by: Checked by: Sheet No. C1 0 ■ 1 of 7 Sheets DATE: September 19, 2017 FILENAME: Q:\2017\2170003\10_CIV\CAD\2170003_LU-COVER.dwg FEDERAL WAY SELF STORAGE NE QUARTER OF SECTION 24, T. 27 N., R. 3E, W.M. S•W• CAMPU T { IV COMMUNICAVONEASEMM {i4 CB (TYPE 2-48") RIM = 338.14 I E = 330.84 TC: 336.77 BC: 336.26 W I 1 C2.1 1�1 �. TC- 335.65- BC: 335.15 i TC: 335.56- BC: 335.06 • ITC: 334.48— BC: 333.98 I FILTERRA Cq BIORETENTION, VAULT 0ETC 334: 14Y MUMRAT FG:333. 2 Tis — Know what's below. Call before you dig. i DR,/S.W. 336TH ST. (WMIDTH VARIES) — — r — FO — _ FO" T�AFFIC SIGNAL BOX 71 FT �.-- — — — ---' .� T a. FILTERRA BIORETENTION VAULT TC: 333.32 FG: 332.82 CB (TYPE 2-48") RIM = 332.75 I E = 324.56 CONNECT TO EXISTING STORM TO NORTH FILTERRA BIORETENTION VAULT GRAPHIC SCALE 0 15 30 60 1" = 30 FEET PERMIT NO.: G"C• DATE TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Proiect Title: FEDERAL WAY SELF STORAGE Client: WASATCH STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UTAH 84003 JUSTIN BARNES Job No. 2170003.10 Issue Set & Date: LAND USE SUBMITTAL 19 SEPTEMBER 2017 NOTICE ALTERATION OF THIS DOWMT SHALL INVALIDATE THE PROFESSIONAL SEAL AND SICNARNE. PtWCARON OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIP RIGHTS N IT. THIS DOWMENT IS FOR USE ONLY FOR THE PROJECT IDENTIFIED N THE TIRE BLOCK AND IS NOT TO BE USE) FOR REPAIR, REIODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. A A A A Revisions: Sheet Title: GRADING AND STORM DRAINAGE PLAN Designed by: Drawn by: Checked by: Sheet No. C2mO 2 of 7 Sheets )ATE: September 18, 2017 FILENAME: Q:\2017\2170003\10_CIV\CAD\2170003_LU-GRAD-DRAIN.dwg 340 335 330 Know what's below. Call before you dig. NE QUARTER OF SECTION 24, T. 21 N., R. 3E., W.M. NEW PROPERTY LINE NEW PROPERTY LINE DUILUIIVl7 r'FiLJ 1 235' Lwilvitw w G 235' PROPOSED FINISHED GRA E 335 330 325 EXISTING GRADE ---`Z CROSS SECTION 1 X—SCALE: 1' = 30 PROPOSED FINISHED GRADE PROPERTY LINE —\ PROPERTY LINE —\ BUILDING PAD 4 80' 0UILv11vv rr-% c 80' {{ EXISTING GfiZADE i _T— I i CROSS SECTION 2 X—SCALE: 1 = 30 [3R 330 325 340 335 330 PERMIT NO.: APPROVED DATE TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253,383.2422 TEL 253.383.2572 FAx www.ahbl.com WEB Proiect Title: FEDERAL WAY SELF STORAGE Client: WASATCH STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UTAH 84003 JUSTIN BARNES Job No. 2170003.10 Issue Set & Date: LAND USE SUBMITTAL 19 SEPTEMBER 2017 NOTICE ALTERATNN OF THIS DOCUMENT SHALL NVAUDATE THE PROFESSIONAL SEAL AND SIGNATURE PUEIUCATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OWIERSW RIGHTS N It THIS DOCUMENT IS FOR USE ONLY FOR 7W PROJECT IDENTM N TIE TM 11M AND IS NOT TO DE USED FOR REPAIR, RENODEL OR AMMON ro THAT PROJECT OR FOR ANY OTTER PRO,ECT. 4 /3\ A A Revisions: Sheet Title: GRADING AND STORM DRAINAGE PLAN Desioned by: Drawn by: Checked by: Sheet No. C2ml 3 of 7 Sheets _: September 18, 2017 FILENAME: Q:\2017\2170003\10_CIV\CAD\2170003_LU-GRAD-DRAIN.dwg FEDERAL WAY SELF STORAGE NE QUARTER OF SECTION 24, To 21 No, R. 3EE5 WEME v DEMOLISH EXISTING STREET IMPROVEMENTS PER DEMOLISH EXISTING DRIVEWAY, PROVIDE MODIFICATION / WAIVER REQUEST DRIVEWAY, PROVIDE NEW DRIVEWAY NEW DRIVEWAY S8-0 45 a c (BASIS F BEARING) j S.W. CAMPUS DR. S . W. / 336T ST. (WIDTH VARIES 25' BUILDING SETBACK - - - MONUMENT SIGN (#831012oS94) (A PUB IC STREET) 669.18' — „TACO BELL:, 9US STOP 14 11 04 IDEV1(�A K RIGHT OF STREET IMPROVEMENTS PER A = 89°30'50" RIGHT - ...__ E ST R = 25.00' :. 2032905 ) 8110220571) MODIR�Iflf1 / WAIVER R E L = 39.06 (#8 S } EASEMENT c r 09 (# t . 3 ......".. " . \ . f t .c n TV _ _ 107.21 — —�7y� _---- Tv---- — — - D _— E I I --. -.... _ - L/S Ti�•� i�.1.39. 14" L/S �' E= DT -TV- `l i_ - - - - _ - -- - _ L/5 467.53' -- - - _ I m L/S -340 34 E �3 -- - TV --.. L/SIASPHALT SURFACE R`` - - - - _ - _ - - - - - - _ _ - - - - N ORDER I I ,,-ASPHALT SURFACE'-� L/ `\ i Box I I L/S `. FOUND REBAR WtYELLOW MENU r Ls 1 GiBLE OT 2 SIGN L/S ±. SI'E'f0'tJ1AR AS HALT SURF CE I J i-' I /54.2' LOT 3 K SP NO. 1 0400 I I j TACO BELL CSP O. 27 132 VISE • LANDS OF TLR, LLC D LISH EXISTING i I rr I I ONE STORY �_...___ 8210 6064 ) N � �T ASPHALT SURFACE (#20040730002960) D WAY PROVIDE j I 7s 3 I STUCCO BUILDING \ L NDS EA7 Y 6 10 TELEPHONE, o Lu �' : AREA = 2,006 SQ. FT. ± 7 E _ ''(# 00912 9000 33) (#82032 > PO (FOOTPRINT) I s r I OIL SEPA AT OR tt � 3 I 20.5'/ u' DT 10' WER E SEME j L S ri 15.2"ri L/S 5" ' '� ( i1fly Si M ASPHALT / ASP ALT S RFAC o • R SURFACE ASPHALT SURFACE ` rn I 10 EASEMENT 335// i189.9` I� SEWER EAS 2C�Q' I1 o I 11d50519} I I I t a T I '` I • 24 0' t DEMOLISH EXISTI G I� sT 17. ' (13 STALLS 9' :• I I 34.T I ( • • ..: RETAIL ONE STORY F w DRIVEWAY PROVI E :• I 11 l NEW RIVEW Y I M ti 'ANT cC,e, ' ;•' I ARECONCRET BLOCKBUILDING BUILDING ON n �' N;V1Y; IZtO�L ACK • • • ) o d I I I A .. ... . ... .. ... yq PROPERTY ¢ i0' COMMUNICATION �` 0, id124&,.4 � • • •� • 3',�r� w:• • • ♦ • • • • • • • • • • � li . I I I •• • • • • • • • • • • • • • • • • • • • • • • • LINE EASEMENT n e• •s�•••• •••e••• ••• ••• ••• •••••• •••••• •••••• ••••• ••• "" 0.1' GAP ( X I I •••ee•e•eeee••e•••e•• ••• •• ••• •••••• •••••• •••••• •••••• ••• •• \....! {#8203290509) 3. �oLw•eiri: • • • • • • •� • �•e • • • . • • • • • • • • • • • e • • • • . • • • • • • • • • • • • • • • • BETWEEN RETAIL $UILIONG N01 °13'45"E •• •• ••• •• ••• •••••• •••••• •••••• •••••• S '��ee ® • •• •• ••• •••••• •• ••• •••••• •••••• •• AND FORMERAL$ERTSON'SBUILDING ...iy_-..HI I .rtr.•.t, ;.... ;• .:... .0' LANDSCAPE SETBA�K44 NEW ...•.... .... ...... ... l IPROPERTY �� .... .•.... ;•. ° ` I LINE 24.0' o I s ° I r— 20.0' FIRE LANE ! + E 1 Q CI 0 0 0 Q BUI — FENCE (� BUILDING 27-1 25.0' FRONT ® 5 P O S D EL -S O G 2- TOY BUILDING SETBACK RIGHT WAY N I " I GAT (#82102 42) ; 18 O, E J ROPOSED SELF -STORAGE 2-STORY I 40, 00 S �; J I 24.0' PARCELII � 39,950 GSF . i I LOT 1, KCSP NO. 42' 1084006 $, I (#8512311597) T �� 1-r�l I I \ SIDE ALK ... �� :: .... ..../� LANDS OF BRNK FEDERAL WAY LLC � :,' : LO \ t ; j ( 2013 7310 0474) 2ND FLOOR SKY BRIDGE FORMER ALBERTSON'S D I FEN E 6.0' LANDSCAPE' �_ ( I I I I I I 0 NO POSTED ADDRESS r, L R3.0 VACANT - ONE STORY I W 24.5' - STRIP H :'? .•::: CONCRETE BLOCK BUILDING I ...e AREA = 41,909 SQ. FT. ± (FOOTPRINT) 24 R7.0' - 2.9' I I N �4 s I • 22"� I o 26.6' Cl) • CL j ^� I CHAfN h� (83i0120694} I 4.7' E"1 i it I� D : uNK FENCE GATE / 11.3' 4' I I • ASPHALT 5U d 2( 5.0' LANDSCAPE S,ETBA >; ICnf- RFACE DT 1(� _ NE 8 II ce •� 5. 1, !/ I I ` PR P RTY HOSPITAL IGN I •�' / p I LINE i> N BUI DI G _ it P O OS D EL -S O 2- TO EY e 5? 1s:o' BUILDING 4 - � II , 10' TELE HONE i 18.0' L/S PROP SED SELF -STORAGE 2-STORY LAND APE SE BACK _ _ EASE NT : GARBAGE/ ECY LE � {#s2o32 0509) V 8 STORAGE NCL SU E DT 40,000 GSF L —_� 28' 3 T.E. F'. t WITH ROO �D FLOOR SKY BRIDGE I ' I 2 .0' SIDE TBM 1-MAG NAIL O'BUILD N SETBACN88 ELEV: 334.25' K DEMOLISH 3 ASPHALT SURFACE-�/ I I I EXISTING LFEN NAI ETBM 2 MAG L o I ATPHA_: SURFACE 1 � ELEv:3 NAI FENCE 'DRIVEWAY -- I— j'�`—w �� —w- _--_w_-- w ------ W— _—_—_ W _ i _ — . CT C - - W - _ }- - - -W- 8= BHA! ! _ a ' • c33 L 3.7' LINK F ICE _ _ - �W_ _ XI . • CT •C ® • W- ' - ----W- - - -_ _ yY- - - - V ASPHALT SURFACE J T l:' I L/ I 5.0' LA SCAP T' • • J N I I I LANDS OF UMPQUA BANK SETS CK I TBACK (#201511 9000640) p BUILDING 831012 69, STREET IMPROVEMENTS PER I I 20.0' REAR (# R^ WALL BOILDING SETBACK LANDS OF FRED MEYER STORES, INC. MODIFICATION / WAIVER REQUEST I I -DES (#20131112001286) I � 8 I LOT 2 /VOL• 15, PG' I �. �. .. LOT 1 Know what's below. Call before you dig. GRAPHIC SCALE 0 15 30 60 1" = 30 FEET PERMIT NO.: APPROVED DATE TACOMA • SEATTLE • SPOKANE n TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: lf*mfe "—A Client: WASATCH STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UTAH 84003 JUSTIN BARNES Job No. 2170003.10 Issue Set & Date: LAND USE SUBMITTAL 19 SEPTEMBER 2017 N0110E ALIM10 OF INS D000MEAIT SHALL NYA DAIE IN: PROFESSIONAL SEAL AND SRNAAM RWCADM OF INS DOCUMENT DOES NOT DOWIE FROM RESERVED ONIER W FMTS N R 10 OW A89 IS FOR USE ONLY FOR TN: PROTECT RIEF(IM N INE MM BLM AM IS NOT m SE USED FOR IEPAt, RPLODEi. OR ADDITION TO THAT PMCT OR FOR ANY OTNR PROTECT. A4 A A Al Revisions: Sheet Title: A Desiqned by: Drawn by: Checked by: Sheet No. C3mO 4 of 7 Sheets )ATE: September 19, 2017 FILENAME: Q:\2017\2170003\10_CIV\CAD\2170003_LU-HORIZ-SURF.dwg 1 FEDERAL WAY SELF STORAGE NE QUARTER OF SECTION 24, T, 21 N,j R, 3E, W.M_ ssMH RIM: 333.96' Ca _ S . W . CAMPUS DR./S.W. RIM: M: 33 12" i.E. FLOW IN SOUTH WEST. 324.81S88'46'15"E {BASIS OF BEARit4Gj 8 336TH ST BOTTOM: 332.67' 12" I.E. FLOW 1N SOUTH: 324 81' �25' BUILDING SETBACK --• VARIES) 12" LE. NORTH: 333,37' 12" I.E. FLOW OUT NORTH: 324.71' MONAENT SIGN RIM: 340.39' ( (#8310120694) - - ---- ----- - -_ - ACO BELL" BOTTOM: 335.99' 14 RIM: 338.21' (A PUBLIC STREET) 6%18' - - - - 8" I.E. NORTH 337.59' T BUS STOP BOTTOM: 333.11' w 8" I.E. NORTH: 334.31' 11 T A = 9'30'50 RIGHT OF WAYT 21 Os _ \�_/ R = 5.00' 2032905 ,02205 S$8'4 6'15" L= .06' 8FO _ 2s 42 --..---FO---_..-.--F0 � 3 (# ) EASEMENT (#8 09) ( 71) , I. , ........ ... .. • T AFFIC NALBOX 107.21' _-� _ --TV = �= _ ®-=�__ _ -Gc _ --_=TVA---E- - _- _ - _ - - - `- r-- _ - TV DT DT" -- i4----- -- T -T _tJs T T T - N I - - - - - _ _ - L/S I - 7P -- ------ I L/SII �-,-ASPHALT SURFACE---' -I- ORDER I I /,-ASPHALT SURFACE B X I I rn FOUND REBAR W/YELLOW E ~' y S L/S S s j M NU L/S ,• r„ PLASTIC GAP {ILLEGIBLE} E _ LOT 2 ASPHALT SURFACE-•-� ! s I SI N L/S KCSP NO. 1084006 f . • i I \ LOT 3 (#8512311597)4- \ G TACO BELL CSP O. 27 132 VISE • LANDS OF 7Lft, LLC ss 14 w I I U ONE STORY : ' 8210 6064 ) 4 _ ,e7 (#20040730002960} �' - - I I i i I iI O - w STUCCO BUILDING N p to L NDS Y-i f 5" ---ASPHALT SURFACE - I r - 10' TELEPHONE EASEMENT AREA = 21006 SQ. FT. ± �° : \ C _ P(# 00912 9000 33) {#8203290509) ( O oI > {FOOTPRINT} ` I ® ' _ - I `� I p Oil SEf�A ATOR w 6" �, DT �� 55 RIM: 332.72 _/ rl I I \\ _ BOTTOM: 329.02' ��// I 18.5' 20.5'/ I i° 6" I.E. SOUTH: 330.62' I M DT \ 7" r SS ' ! 10' SEWER EASEMENT ! ( I I 8" I.E. EAST: 330,32' i �/ L/S N 5" ", -" "� .� ' ..-- '' (#82,10506t9� I i` s ° � I ASPHALT ` ASP ALT S RFAC a I I I I I . SURFACE y CE-''f r �/ • S I ASPHALT SURFA Z Uoj RIM: 336.82' BOTTOM: 333.12' . SS 2-4" I.E. WEST: 334.62' 10' SEWER EASEMENT 88° 7'05' E 32.0 ' jj \ 12" I.E. EAST: 334.32' (#8211050619) DT \ 0 _ 12" I.E. NORTH 334.32' e SS I I g7 \Is� \ I M UMENT N -� RETAIL - ONE STORY CONCRETE BLOCK BUILDING p I I I I� ITT I si LJIt 11 I 1 _ I I J ,. tr G I I l (' I i i I L 71 I� I � I 34.T 11 I I I I I 20' BUILDING SETBA K A AI 310120694 \: I o AREA = 10,216 SQ. FT. ± (FOOTPRINT) BUILDING ON n PROPERTY a I t I I I 1 10' COMMUNICATION 55.0i k Lam' / � , I I . LINE pGAP EASEMENT D.. BETWEEN N01'13'45"E (#8203290509) OA 1 �---- w AND FCRMER ALBERTSON S BUILDING 5.0' 2.2' - - - I -- I - 4 T I PI FDIC 3 / d.6' 1 145.2' W u� � �,• i .- S88°1T04"E 68.T I II Q I ,9 - I I POWER EASEMENT HALT SURFAC / / \ t O FORMER ALBERTSON'S 17 I z I { I I I {#811022 5 / \ � BUILDING FORMER ALS T50N'S F - 2 1 PROPERTY LINE PROP71k1TY LINE SSMH RIM: 332.67' RIM: 337.28' 1 E ---- f / RIM: 33i.99' w BOTOM: 332.98' BOTTOM: 328.29' RDDI: VA 8 S{y 12" I.E. NORTH WEST: 329.49' } (�( 1102', 1) r BUILDING /, / / �~\F 12' I.E. SOUTH: 329.69' I { h'� FT WATER METER O I I I & ' IRE RANT ,I 1 I B U� _ WATER w I I _ METER t0' DIED A1ED i T I ° / / PROPOSED SELF -STORAGE EORY� _ E �\ ' N PROPOSED BUILDING 2 0 _ RIGHT WAY N I III x� Q I �✓ P' (#s21o2 s42) :;. I /� // 40,000 GSF i ® a SELF -STORAGE 2-STORY x.. Q39,950 PARCEL I# � GSF I N88'17 { LOT 1, KCSP NO. \ x 42. 90. / F F = 335.00 I 10$4006 r I I / I/ (#8512311597) F F - 333.50 , I I I L • I LANDS OF BRNK FEDERAL WAY LLC LO NG ' I aSPH T �� / / I (#20130731000474) FORMER ALBERTSON'S D w n� I NO POSTED ADDRESS : I I VACANT - ONE STORY I W L ,, © ` CONCRETE BLOCK BUILDING AREA = 41,909 SQ. FT. ± FOOTPRINT 1 24. . x fZ, / / (FOOTPRINT) 1 III I ---- �..i w / I w Noll 2.9' "I tl / F F Q DCn S OF BRNK D D (� z C rM �JEE AL WAY LL 4' CHAIN (#8310120694) ( r D I< D x... cr"v ! 0415000826 LINK FENCE ---ASPHALT SURFACE-'r "'"ASPHALT SURFACE- � / 10.0, 37. • I I\ DT I ! L/S I 14.7' 8" ) F HOSPITAL iGN E� d # _ II RE HYDRANT I 11 WATER METER i I > II RCEL BUILDING ! L T ,KCSP NO: � °v �-!_'- E ---- � I I'...'. 1 2 81 2 REVISED L/S PROPOSED SELF -STOKE 2- TORY ` / °7 BUILDING 4 j TEL HONE #8 10260642) 40,OffGSF PROPOSE E-IDSELE-STORAGE 2-STORY 10 I r oLi_�J - t R EASE NT I -�, _ 40,000 GSF 3 ' B � (#8203 0509) _ 1�d 28' r / F + ok, W66-/SD ` I - DTto T ^ I r E 12' I.E. NORTH: 328.06' - F F - 333. 00 I �• �L I I -- i 12" I.E. EAST: 327.76' - ' - TBM 1-MAG NAIL SD _ G 7'05"W 90. 0' i SDMH: 190.6' I I C IRE HYDRA T f - - - - - - . ELEV: 334.25' I I I RIM: 333.24' II J I 3 BOTTOM: 321.34' W SURFACEASPHALT SURFACE I I v o SPHALT WEST: 325-MAG NAIL .14' TBM 2 I I i>4- -�' N W-96--�� -W- -- W-_ --- m---SO------ sD SD � _ �_ _ - I - -- _._ .__ ,- _,. ELEV: 329.39` I -W- _----W------W--1-sHAIN- + sD----SD- -Al D I 3.7' LINK FENCE W- -wW- L _.._. - - -- - - • - ° _ - • e C • ® -W- _.._W_.._ _-VY-... _ - _ ASPHALT SURFACEW- _ J • e • e CT - -W- I WATER METER - - • ° o ° 1 T05'W 1.4' I 74' ° ° • LANDS OF UMPQUA BANK 20' BUILDING SETBACK (#20151119000640) (#8310120694) ROCK WALL j I I LANDS OFRED1ME ER STORES, INC. (# i WEST , P 44) I I LOT 2 VOL. I5 I ( LOT 1 N GRAPHIC SCALE 0 15 30 60 1" = 30 FEET I PERMIT NO.: -I APPROVED DATE zq,0,50 TACOMA • SEATTLE ' SPOKANE - TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 253.383,2572 FAX www.ahbl.com WEB Project Title: Client: WASATCH STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UTAH 84003 JUSTIN BARNES Job No. 2170003.10 Issue Set & Date: 19 SEPTEMBER 2017 NOTICE ALTERATION OF TWS DOCl WT SHALL NYALIDATE THE PROFESSMAL SEA. AND =MT1l PUSLICATNIt OF 8NS DI DOES NOT DFROGAIE nW RESERVED OMFERSAP ROTS IN IT. 10 DOC MT 6 FOR USE ONLY FOR THE PROECT Will IN THE TITLE ll AND 6 NOT TO BE USED FOR RPAR I laoa OR ADDITN1Ft M THAT Ill OR FOR ANY OM Pill L4 A3 LG\ L I\ Revisions: Sheet Title: Alflffwfil�AKL Designed by: Drawn by: Checked by: Sheet No. C4wO 5 of 7 Sheets )ATE: September 19, 2017 FILENAME: Q:\2017\2170003\10_CIV\CAD\2170003_LU-UTIL.dwg *3003 SEDIMENT ONLY SEDIMENT ACCUMULATION PROVIDE CATCH BASIN SEDIMENT INLET PROTECTION NOTES: PROTECTION WITH STREAMGUARD BASIN 1. FILTERS SHALL BE REMOVED AND INSERT #3003, FROM CLEANED OR REPLACED AFTER EACH BOWHEAD MANUFACTURING CO STORM EVENT. 1011 SW KLICKITAT WAY SEATTLE, WA 98134 PHONE: 1-800-909-3677 CATCH BASIN SEDIMENT INSERT 1 NOT TO SCALE LANE 1'- 9 1 /2" 1'- 9 1 /2" ,..y 6" TYPE 3L (LEFT) SHOWN TYPE 3R (RIGHT) MIRROR IMAGE OF ABOVE Know what's below. Call before you dig. LANE 2'-9" I 2'-9" 6" TYPE 4 LANE I 1'- 6" 1'- 6" I I I LANE 10'110" rl i 1 ,_ � _j 4"-1 [" �- 6" TYPE 2L (LEFT) SHOWN TYPE 1 TYPE 2R (RIGHT) MIRROR IMAGE OF ABOVE TRAFFIC ARROW MARKINGS NOT TO SCA FEDERAL WAY SELF STORAGE NE QUARTER OF SECTION 24, T. 21 N., R. 3E,, W.M. PROVIDE NEAT, STRAIGHT LINE WHERE MATCHING EXISTING PAVEMENT, TACK & SEAL EDGES EXISTING STRUCTURAL SECTION BACKFILL PAVED AREAS AND WITHIN R.O.W. CRUSHED SURFACING BASE COURSE, 9-03.19 95% COMPACTION, 6" MAXIMUM LIFTS. NOTES: 1. BACKFILL MATERIAL SHALL NOT HAVE PARTICLE SIZE GREATER THAN 1" WITHIN 6" OF THE PIPE OR THE CONTRACTOR HAS THE OPTION TO USE GRAVEL BACKFILL FOR PIPE ZONE BEDDING CONFORMING TO 9-03.12 (3). GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER W.S.D.O.T. 9-03.12, (3) 95% COMPACTION RIGID 1 FLEXIBLE (D.I., CONC.) (CPEP, CMP, PVC) IN 3" COMPACTED THICKNESS ASPHALT CONCRETE PAVEMENT - CLASS 1/2, PG58-22, WSDOT 5-04 8" TYP i •o00000C. 00000000 0 0 0 0 o000oc i 000,0°°Q 0 0p II' °°°°°° °°°0 - 0 0 0 II o00000000000000 °o l 4" MIN. PIPE AS I, it (l� l l l= =I I ( l _ SPECIFIED ON 1.5 X I.D. + 18" PLAN OR SPECS. 24" MIN. PAVEMENT PATCHING AND TRENCH DETAIL NOT TO SCALE RIM ELEV=235.70 4" MIN, 16" MAX 1'-6" MIN OVERFLOW ELEV=233.20 ELEV=231.70 fl ORIFICE #2=0.90' 12" 0 OUTLET PIPE 1�T-, ELEV = 228.20 RESTRICTOR PLATE ORIFICE #1=0.50" O ELEV=226.20 ROUND SOLID COVER WITH LOCKING BOLTS i� o MAX. W.S. 6" ELBOW PER DETAIL - 12" STEPS OR . f LADDER 12" IN FROM DETENTION z PLAN REMOVABLE WAT-- TIGHT COUPLII 12" 0 INLET P1FE ORIFICE (TYP) I E=228 20 6"ELBOW DETAIL 2' MIN — NOT TO SCALE NOTES: 1. PIPE SIZES AND SLOPES: PER PLANS. 2. THE VERTICAL RISER STEM OF THE RESTICTOR/SEPARATOR SHALL 2' MIN 4 L % 60" 0 MANHOLE TYPE 1 SCALE: 1 "=2' 12" OUT TO OUTFALL ELEV. (TYP) BE THE SAME DIAMETER AS THE HORIZONTAL OUTLET PIPE, WITH 12" MINIMUM DIAMETER. 3. ACCESS OPENING SHALL BE CLEARLY MARKED WITH OSHA CONFINED SPACE WARNING. CONTROL STRUCTURE MANHOLE NOT TO SCALE -0 RIGID 1 FLEXIBLE (D.I., GONG) (CPEP, CMP, PVC) SUBGRADE ELEVATION BACKFILL PAVED AREAS AND WITHIN R.O.W. CRUSHED SURFACING TOP COURSE, WSDOT 9-03.9(3) 95% COMPACTION, 6" MAXIMUM LIFTS. NATIVE MATERIAL MAY BE USED IF IT MEETS THE REQUIREMENTS OF STRUCTURAL FILL AND COMPACTION CAN BE ACHIEVED AS APPROVED BY THE GEOTECHNICAL ENGINEER. BACKFILL UNPAVED AREAS NATIVE MATERIAL OR GRAVEL BACKFILL FOR PIPE BEDDING, 90% COMPACTION, 12" MAXIMUM LIFTS. NOTE BACKFILL MATERIAL SHALL NOT HAVE PARTICLE SIZE GREATER THAN 1" WITHIN 6" OF THE PIPE OR THE CONTRACTOR HAS THE OPTION TO USE GRAVEL BACKFILL PIPE ZONE BEDDING CONFORMING TO WSDOT 9-03.12 (3). <` PIPE AS aP' SPECIFIED ON PLANS 4 A - O Ln. =" 4" MIN. GRAVEL BACKFILL FOR PIPE ZONE BEDDING I.D. + 30" PER WSDOT 9-03.12(3), 95% COMPACTION PIPE BEDDING & BACKFILL IN TRENCHES NOT TO SCALE BLUE \A I"1rr- TOTAL MARKNG AREA = 13.44 SQ.FT. WHITE = 4.82 SQ.FT. BLUE = 8.62 SQ.FT PROVIDE PAINTED ACCESS PARKING SPACE SYMBOL WITH BACKGROUND IN ALL ADA ACCESSIBLE PARKING STALLS. INTERNATIONAL SYMBOL OF ACCESS NOT TO SCALE PERMIT NO.: APPROVED DATE TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: FEDERAL WAY SELF STORAGE Client: WASATCH STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UTAH 84003 JUSTIN BARNES Job No. 2170003.10 Issue Set & Date: LAND USE SUBMITTAL 19 SEPTEMBER 2017 N0110E ALTERATION OF THIS DOOAwIE NT SHALL NYAjOATE THE PROFESSIONAL SEA. AND SIGNATURE. Kamm OF THIS DOCUIIENT DOES NOT DEROGATE FROM RESERVED OWNERSHIP RIGHTS N IT. THE DW AENT IS FOR USE ONLY FOR THE PMCT IDENTIFIED N THE TITLE R= AND IS NOT TO EE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PRO.ECT OR FOR ANY OTHER PRD ECT. A A A Revisions: Sheet Title: NOTES AND DETAILS Designed by: Drawn by: Checked by: Sheet No. C5mO 6 of 7 Sheets )ATE: June 16, 2017 FILENAME: Q:\2017\2170003\10-CIV\CAD\2170003_LU-DETLS.dwg 6-0" 4" 2 1/2" g, (2) #3 BAR O O LJ 13/16" DIA HOLES 3:1 SAND & CEMENT GROUT 1" DEPTH 10" MAX. NON -SHRINK GROUT — t_j---------L —611 2" CLEARANCE �"- (TYP) (2) #6 PRECAST CONCRETE WHEEL STOP NOT TO SC 1/4" EDGED GROOVE / 0.02 FT/FT 4" CEMENT CONCRETE SIDEWALK 4" CRUSHED SURFACING BASE COURSE, WSDOT 9-03.9(3) VARIES NOTES: 1. CEMENT CONCRETE SHALL BE CLASS 3000. 2. DUMMY JOINTS CONSISTING OF 3/16" BY 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT 15 FOOT INTERVALS. 3. PROVIDE BROOM FINISH FOR CONCRETE SURFACE. CEMENT CONCRETE SIDEWALK NOT TOS FEDERAL WAY SELF STORAGE NE QUARTER OF SECTION 24, T. 21 N., R. 3E, W.M. CROSSWALK MARKINGS NOT TO SCALE WHITE ON BLUE BACKGROUND 12" RESERVED PARKING PERMIT REQUIRED HMA CLASS z INCH, PG VAN o 58-22, MEETING WSDOT ACCESSIBLE 5-04 2" DIA. G.I.P. SCH 40 12" 2 V�� adv° war CRUSHED SURFACING TOP i---�� COURSE, MEETING WSDOT 9-03.9(3) PROPOSED GRADE �� I i _I it l ��� i �� , COMPACTED SUBGRADE 95% COMPACTION CONCRETE 8"MIN. NOTES: 1. DEPTHS ARE COMPACTED THICKNESS irk 2. CONTRACTOR SHALL PROOF -ROLL SUBGRADES, YIELDING SUBGRADE SHALL BE OVEREXCAVATED AND REPLACED WITH 6 INCHES OF GRAVEL BORROW MEETING WSDOT 9-03.14(1) z ACCESSIBLE PARKING SIGNAGE DETAIL NO 10 SCALE ASPHALT CONCRETE PAVEMENT NOT TO SCALE PERMIT NO.: APPROVED TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383,2422 TEL 253.383.2572 FAX www.ahbi.com WEB Proiect Title: FEDERAL WAY SELF STORAGE Client: WASATCH STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UTAH 84003 JUSTIN BARNES Job No. 2170003.10 Issue Set & Date: LAND USE SUBMITTAL 19 SEPTEMBER 2017 NOTICE ALTERA10 OF M DOOUMT SHALL NVAUDATE THE PROFS MAL SEN. AND SIGIMTURE. PISUCATION OF IN DOCIAIFNT DOES NOT DEROGATE FROM RESERVED ON/MIP RIGHTS N IT. THIS DOCUAOiT IS FOR USE ONLY FOR THE PROJECT IOENTFED N THE TIRE BLOC( AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION 70 THAT PROJECT OR FOR ANY OTHER PROJECT. A Revisions: Sheet Title: NOTES AND DETAILS Designed by: Drawn by: Checked by: Sheet No. C5ml Know what's below. Call before you dig. DATE: June 16, 2017 FILENAME: Q:\2017\2170003\10_CIV\CAD\2170003_LU-DETLS.dwg DATE 7 of 7 Sheets North Elevation 1/8" = 1'-011 I VlJI V1\ 1 - %JI 1-1 1 1 Y'%VL- _West Elevation 1/8" = 1'-011 U 1 /811 = 1'-011 BOX RIB METAL PANELS _ Roof 24' - 0" _ Level 2 11 Level 1 n East Elevation _ AAI=TAI TDIRA — RACTAI DAnICI C — DADADCT DCVr1AIM 11 LJ V/-lV L-1V 1 UV I"L.X11 VV cVTGOIrID 1 1r%U-r1K1f-1 Roof _ Level 2 11'-0" _ Level 1 /� 0' - 0" �1 _Roof n 24' - 0"_� Level2� 11' - 0" LI _ _ Level 1 __/1 0'-01, V STANLEY LANCE HEAL ARCHITECT 12089 REGISTERED ARCHITECT f LEY LANCE HEAL STATE OF WASHINGTON WA LIC # 12089 LIC EXP DATE: 4/25/2019 6117 PETE DYE ROAD McKINNEY, TX 75070 P. 856-296-2570 Proffesional Certification. I certify that these documents were prepared or approved by me, and that I am a duly licensed architect under the laws of the State of Washington. PLEASE BE ADVISED: THESE DRAWINGS ARE NOT VALID FOR CONSTRUCTION UNLESS THEY HAVE BEEN SIGNED AND SEALED BY STANLEY LANCE HEAL, ARCHITECT. These pages are confidential. The information is intended for the use by WASATCH STORAGE PARTNERS Project Information FEDERAL WAY SELF STORAGE 21 ST AVE & W CAMPUS DR FEDERAL WAY, WASHINGTON BUILDING 3 PRELIMINARY ELEVATIONS Client W A S A T C H STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UT 84003 P. 801-692-1474 No. Description Date 1 Revision l Date 1 Project Number: Issue Date: 9/20/17 Sheet Title EXTERIOR ELEVATIONS Sheet No. A3-2.1 C West Elevation 1 /8" = 1'-011 Roof 24' - 0" Level2 11. - 011 _Level 1 v 0'-0" 4 South Elevation 11LJV/"�V L.IV 1 ILJVILLJIIVV r-VTI—I'�1/11'1 1 1!'%1 1Tih le% Roo 24' - 0" Level 2 11'-oil __ _______Level 1 01 - 011 1 East Elevation 3 1/8" _ 11-0" RACTAI Tr7)IRA nf-%\/ I IMI 11ArTA1 .vu 'f1 I 1 -- v1 "I 1 1 rIVL. L-/XI I %J 1 P111\ Roof 24' - 0" _ __Level 2 11' 0" V _Level.1 0'-0" V STANLEY LANCE HEAL ARCHITECT 12089 REGISTERED ARCHITECT STANLEY LANCE HEAL STATE OF WASHINGTON WA LIC # 12089 LIC EXP DATE: 4/25/2019 �o V 6117 PETE DYE ROAD McKINNEY, TX 75070 011 P. 856-296-2570 Proffesional Certification. I certify that these documents were prepared or approved by me, and that I am a duly licensed architect under the laws of the State of Washington. PLEASE BE ADVISED: THESE DRAWINGS ARE NOT VALID FOR CONSTRUCTION UNLESS THEY HAVE BEEN SIGNED AND SEALED BY STANLEY LANCE HEAL, ARCHITECT. These pages are confidential. 2 The information is intended for the use by 011 WASATCH STORAGE PARTNERS Project Information FEDERAL WAY SELF STORAGE 21 ST AVE & W CAMPUS DR FEDERAL WAY, WASHINGTON PROPOSED BUILDING 4 `PRELIMINARY] Client W A S A T C H STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UT 84003 P. 801-692-1474 No. Description Date 1 ADDITION OF ROOF ELEMENTS 9/20/2017 Project Number: Issue Date: 9/20/17 Sheet Title EXTERIOR ELEVATIONS Sheet No. A4-2.1 [�Tl1f'1r r'1'1 /'1AIT Ir\%JIV West Elevation Cop 11 � 3/16- = V-0" POSITIVE RED SW 6868 GALVAL U M E ACRYLIC COATED NEBULOUS WHITE SW 7063 0 ARGOS SW 7065 CITY SCAPE SW 7067 MASONRY SPLIT FACE STANDING SEAM METAL ROOF IRONORE SW 7069 METAL PANEL RS-7.2 e -Ndr,awd� P { rfol, PLANW d%a.. � & sum .ter STANLEY LANCE HEAL ARCHITECT 12089 REGISTERED ARCHITECT STANLEY LANCE HEAL f 1 STATE OF WASHINGTON i WA LIC # 12089 LIC EXP DATE: 4/25/2019 6117 PETE DYE ROAD McKINNEY, TX 75070 P. 856-296-2570 Proffesional Certification. I certify that these documents were prepared or approved by me, and that I am a duly licensed architect under the laws of the State of Washington. PLEASE BE ADVISED: THESE DRAWINGS ARE NOT VALID FOR CONSTRUCTION UNLESS THEY HAVE BEEN SIGNED AND SEALED BY STANLEY LANCE HEAL, ARCHITECT. These pages are confidential. The information is intended for the use by WASATCH STORAGE PARTNERS Project Information . W WAY SELF STORAGE 21 STAVE & W CAMPUS DRIVE FEDERAL WAY, WASHINGTON BUILDING 1 PRELIMINARY ELEVATION Client 131 S 700 E, SUITE 102 AMERICAN FORK, UT 84003 P. 801-692-1474 No. Description Date 1 ADDITION OF ROOF ELEMENTS 9/20/2017 E; Project Number: Issue Date: 9/20/17 Sheet Title r BOARDMATERIAL RESUBMITTED SEP 2 0 2017 CfTY OF FEDEP tl wAY COMMUNITY DEVELOPMENT Sheet No. AO- 1. 1 Roof 1/ 241 - Oil r Level 2 _' 11'-off %7r LI 1 rY1l.iG West Elevation 1 /8" = 1'-0" Roof 24' - 0' Level Level �0'-0" Roof 24' - 0" Level 2 11,-0" Level 1 of -Oil n East Elevation J 1 /8" = 1'-0" BOX RIB METAL PANELS PLATFORM WALK TO ADJACENT BUILDING EXTERIOR LIGHTING MASONRY - SPLIT FACE ROOF BEYOND STANDING SEAM METAL ROOF STANLEY LANCE HEAL ARCHITECT 12089FARCHITECT "TERED i STANLEY LANCE HEAL STATE OF WASHINGTON WA LIC # 12089 LIC EXP DATE: 4/25/2019 6117 PETE DYE ROAD McKINNEY, TX 75070 P. 856-296-2570 Proffesional Certification. I certify that these documents were prepared or approved by me, and that I am a duly licensed architect under the laws of the State of Washington. PLEASE BE ADVISED: THESE DRAWINGS ARE NOT VALID FOR CONSTRUCTION UNLESS THEY HAVE BEEN SIGNED AND SEALED BY STANLEY LANCE HEAL, ARCHITECT. These pages are confidential. The information is intended for the use by WASATCH STORAGE PARTNERS Project Information FEDERAL WAY SELF STORAGE 21 STAVE & W CAMPUS DRIVE FEDERAL WAY, WASHINGTON BUILDING 1 RELIMINARY ELEVATION Client 131 S 700 E, SUITE 102 AMERICAN FORK, UT 84003 P. 801-692-1474 No. Description I Date 1 ADDITION OF ROOF ELEMENTS 9/20/2017 Project Number: _ Issue Date: 9/20/17 Sheet Title EXTERIOR ELEVATION Sheet No. Al-2.1 4 South Elevation 1 /8" = 1'-0" Roof 24'-0 rh Level 11'-0 of -off 1 North Elevation 1/8" = 1'-0" Roof _ 24'-0" rh Level 2 11'-of, Level 1 _ 0' - 0" West Elevation _ Roof oil 3 �i3ttIHRt�iittt�3, Level: 11'-0' Level 0'-011 4 South Elevation IVI/-�VVIVI\I - VI- LI 1 I r1%%_1L r-%"0 PIV ILIY 1 L.7V IL_Li II Y\J METAL DOORS ROOF PARAPET BEYOND EXTERIOR LIGHTING RAPET Roof M--,/ 24' - 011 Level2 11' -Off ,h Level-1 qU) ofof East Elevation U 1 /8" = 1'-0" •-• •• v i u� Ivl/1l,Jl.Jl91 \ I - %al L.1 l I 11llL INIIIIII➢II@IIIIIIIIIIIIIIIIIIIIIIIIIIIWIIIIIIIIIIIIIIIIIII!RIIIItl9111111111111�dINlltl@Po91111111PoINIIIIIIIIXP�1111�IINIIIIIII�IIIIIIIIIIII��IIIIIIIIIIIIIIINNIIIIIIIIIItll�llllllllll 11lll 11111 1�1 IIII II III I 011 IIIIIIII�I IIIIIII�IIIIIII '�Ullh Ill�lllllll�lllllllllll�llllllllliillllillllllllli�lll i IIIIIII�IIIII�IIIIIIIIII�NIIIIIIIII III IIIIIIIIIH�IIIIIIIIN��II�IIIIIIIIIII�IIII IIIIIII I IIIII I III I Him III I I I@ III�1l�IIIIIIIIII�I�IIIIIIVWIIIIIIIIIIUN�Nfllllllll MASONRY - SPLIT FACE STANLEY LANCE HEAL ARCHITECT 12089 REGISTERED ARCHITECT J r STANLEY LANCE HEAL STATE OF WASHINGTON WA LIC # 12089 LIC EXP DATE: 4/25/2019 6117 PETE DYE ROAD McKINNEY, TX 75070 P. 856-296-2570 Proffesional Certification. 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(n (n Fin m O � � 00 r z 3 A r O m m D 0 Z D m rn r (n O Z y D m � m ;u 0tDn W Z O rn 3 0 O Z m z n 0 -II ; 0 Z � mZ Mri \I = _ y Z � m m p m Z m a, Or D LIP)0 gym\ M n rzn r O 0 { rn 0 m Z= om m Z mmr_ - r rn m� (n D 0 1; � 0. r S r? r C) M Z O " W z rzl r - Z Z D � W r Mr m IZn = D Z Z 0 (n m m 0 0) 0 io w � W (O00 +�PARCEL �e B II7 O FEDERALWA Y _ M �1 U1` ATS; 1�S7lIrf 1DARJVO. 04--101112-00-- Ci 2. NO20040528900001 APN 252 f 03-- 032 Ile -- -- — / _ L 4�4 1 I 1 E. T14 4 TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. UTILITY NOTE THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. al • ,1161111 • THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. BASIS OF BEARINGS THE WEST LINE OF THE N.E. 1/4 OF THE N.E. 1/4 OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON, BEING NORTH 00°58'18" WEST PER THE PLAT OF WEST MARC, AS RECORDED IN VOLUME 117 OF PLATS AT PAGES 72-73, RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION PARCEL A, CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 04-101112-00-SU, RECORDED UNDER KING COUNTY RECORDING NUMBER 20040528900001, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) BENCHMARK KING COUNTY SURVEY CONTROL PT. #8817, BEING A CONCRETE MONUMENT IN CASE WITH A NAIL AT THE INTERSECTION OF 21STAVE. S.E. AND S,E. 356TH ST. ELEVATION = 400.957 (NAVD 88) PROJECT INFORMATION TAX PARCEL NUMBER: 252103-9010 PROJECT ADDRESS: 2010 SW 356TH ST FEDERAL WAY, WA 98023 20' BUILDING SETBACK ZONING: BIN „_X ` GRAPHIC SCALE JURISDICTION: CITY OF FEDERAL WAY 0 20 40 80 PARCEL ACREAGE: 96,180 S.F. (± 2.21 ACRES) —{-I I AS SURVEYED LOT 16 1 „_ 40 FEET OWNER/APPLICANT: - SHERRY DEVELOPMENT COMPANY 321 HIGH SCHOOL ROAD NE, SUITE D-3 BAINBRIDGE ISLAND, WA 98110 PHONE: (206)669-7845 CONTACT: MICHAEL A. SHERRY G 'B' EMAIL: MSHERRY@SHERRYADVISORS.COM cTPRINT �i CIVIL ENGINEER: SETBACK LOT 2 APN 92 975-0290 LOT so PEST MARC VOL. 117, P 'x 7e-- 7 N 926975-0300 100' RESIDENTIAL .1111, SETBACK - LOT 31 APN 92697-g-031 20' BUILDING SETBACK T 22 ARN 926 75-032€! POUND C NCREsE VONUMENT IN CASE" W1 BRASS DiSK 8E PUN--q FWND CCNCREIE MONUMENT IN CASE Wf BRASS DISK ds PUNCH I i •- AHBL, INC. 2215 NORTH 30TH STREET - SUITE 300 TACOMA, WA 98403 PHONE: 253.383.2422 CONTACT: TODD SAWIN, P.E. EMAIL: TSAWIN@AHBL.COM SURVEYOR: CASCADE LAND SURVEYING 23257 SE 284TH ST MAPLE VALLEY, WA 98038 PHONE: 253.820.4016 CONTACT: JEFFREY OTTERSON, PLS ARCHITECT: TAHOMA DESIGN GROUP 535 DOCK STREET, SUITE 211 TACOMA, WA 98402 PHONE: 253.284.9680 CONTACT:DALE COUTURE EMAIL: PDCOUTURE@TAHOMADESIGNGROUP.COM GEOTECHNICAL ENGINEER: RILEY GROUP 17522 BOTHELL WAY NORTHEAST BOTHELL, WA 98011 PHONE: 425.415.0551 CONTACT: RICKY WANG EMAIL: INFO@RILEY-GROUP.COM CITY OF FEDERAL WAY CONTACT INFORMATION: PUBLIC WORKS DEPARTMENT: 253.835.2700 CITY OF FEDERAL WAY GENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (FWRC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040); NORMALLY THIS IS 7:00 A.M. TO 8:00 P.M., MONDAY THROUGH FRIDAY, AND 9:00 A.M. TO 8.00 P.M. ON SATURDAYS. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 8. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 9. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8" CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF -COMPACTED FLOWABLE FILL) AS DEFINED BY WASHINGTON AGGREGATES AND CONCRETE ASSOCIATION. THE AGGREGATE WILL BE 3/8-INCH MINUS. 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. 13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B) 3. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 - TRAFFIC CONTROL, SHALL APPLY. 15. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 16. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 17. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. VICINITY MAP NOT TO SCALE LEGEND EXISTING PROPOSED FOUND MONUMENT AS DESCRIBED SET MAG NAIL (SITE BENCHMARK) 0 SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT • MB CATCH BASIN ■ STORM DRAIN MANHOLE Q FILTERRA VAULT 10 CLEANOUT TELEPHONE MANHOLE 1 TELEPHONE RISER UTILITY POLE GUY ANCHOR LUMINAIRE ELECTRIC BOX, SIGNAL BOX OR LIGHT BOX FT POWER TRANSFORMER POWER VAULT STREET LIGHT TRAFFIC SIGNAL POLE & LIGHT BAR GAS METER GAS VALVE FIRE HYDRANT WATER METER fa WATER VALVE N e MONITORING WELL STREET SIGN {" rECIDUOUS TREE c:ONIFER TREE URB CUT (DRIVEWAY) HC HANDICAP RAMP VC VERTICAL CURB AND GUTTER EC EXTRUDED CURB EC K'S V,HITE STRIPE (LANE, PARKING, STOPBAR, ETC) YS YELLOW LANE STRIPE m MAPLE C CEDAR uT = DECIDUOUS TREE p, PLAT OF WEST MARC, VOL. 117, PGS 72-73 �- OVERHEAD TRANSMISSION LINES E- UNDERGROUND ELECTRIC GAS LINE TELEPHONE OR FIBER LINE SANITARY SEWER LINE S —�- - - STORM DRAINAGE LINE ---- D ---- - Its WATER MAIN -- W — ROOF DRAIN LINE RD q `L AREAS OF CONCRETE-` FENCE X ASPHALT PAVEMENT SHEET INDEX SHEET NUMBER SHEET TITLE C-100 COVER SHEET C-200 TESC PLAN C-201 TESC NOTES AND DETAILS C-300 FRONTAGE IMPROVEMENT PLAN C-400 HORIZONTAL CONTROL AND PAVING PLAN C-500 GRADING AND STORM DRAINAGE PLAN C-501 STORM NOTES AND DETAILS C-502 DETAILS CONTINUED IL-01 ILLUMINATION PLAN IL-02 ILLUMINATION PLAN - NOTES IL-03 ILLUMINATION PLAN - DETAILS L-1 LANDSCAPING PLAN L-2 PLANT SCHEDULES, NOTES & DETAILS TR-1 TREE RETENTION / REPLACEMENT PLAN IR-1 IRRIGATION PLAN IR-2 IRRIGATION SCHEDULES, NOTES & DETAILS IR-3 IRRIGATION SCHEDULES, NOTES & DETAILS CITY ENGINEER DATE PLA City Of Iept, of Com imi 1-7- 11 OT RESUBMITTED APR 10 2018 Cf1Y OF FEDERAL WAY COMMUNITY DEVELOPMENT M.. W L ai h a 2 w cu 0.1 C3 v _w II src nn.a� g �n gi d-E"' � p J- a w� n � �t�g"Y,,ow, fo O �> (1)N o ci z �. u- ry �O C) .� VJ H � `C3 � Y � Lij s m ui 0 v m F- v a� ai � C-31 6 z �i a ul CI 0 SSV i 8" fNV 3 (� � I '' ( .< CB 1so ( I ' I _ PARCEL , . • — 17 FEDERAL WAY �a BOUAMAR LINE DJUS Y T g I' -. i l YES, JAI, 4?11 a � . 16 PN 252103 - 032 • 1 < FF r 16YED tm IP ;4 I f „ if i ' w 5428922 "E 301.12 ' I i 30 t i I' ,20 ` ID .S ER AND UTILITIES EAsEmE � r T ADJpJ AND � � I Y f 4�%P UTIU€Y DISTRICT" ,A��"N ,200,21�s80re�0 -3 � i5"i�i � 14 & A N 07071600755---<—... _� —< ': sJ x Lam{ )x f # 4 "^ T .£.r' 4A 0160 « IP O 4 r �'€ _ f APN•275- I 6' o �� IS _ _ ��� —� x CB2� Ia ' ; { % Q'°_' � 1 "Di Ca 1 D 1 14 w j SL 3 U34 w - [p i73 /�a 1 ' Dr1 t / t f/ DT PO 15>,T / BUILDING B' 0. TEMPORARY SEDIMENT tt7 I i 4 I j € FF % TRAP MINIMUM WATER r st T 1 SURFACE AREA = 1:260-SF f p i �. tLOT oo t p � i I A' 28975-0290 18 T - IP n O v �. r `< % 18° �� i BUILDIf IG 'C15 ' FF v " DIrl PARCEL A TN 25210 :EDTLLtt,?' t l INC7�5S, ECIPES A�,{0 uTf�.i7"{E.S E"AgBMENT AI�N 20020806000739 7"LET �i ' 30 ST MARC NON_DXi t15J'�%E INGRESS & EGRESS,3rr t W �j F j 20' EASEMENT A: 6217234 � VOL. 7, : 72-73 q I' ,� I f 5 ... ---C .. ___ < c APN 275-030 3 rPt'V: 397, 9, (� I 3 at Q t 1 / 8 ` =NV ?:`h f. Err€v'i, E iSE 4 _ _ _ it r ; , 14 {I ° y z �.: s IP ✓ 'ADDER: , EAST 11r_ : E 4 \ IS 10 ` 10E 10EN FOR ' NSiF t 1CTI`3 At 'D / 14 07 N I U E CV ; - ` f. , ` "` , CI A IIN��T0 A0 OLN'E AI r 200�806000732 � i2 �?T � t CB4 d F r - SET 1vfA0 NA1SITE BENCHMARK: > OD i j r _d- A4�lt3 " `r ELEVAPON = 396.97 SDA4H2 IAM t SD tid �$ = B1 N '1.9 42� d 147,t38' 18��DT i1 `".0 1 i I tC1 co �`OivStFt'Ll° IOIgi AND I I \\ ADINC r OI Az7uO1r'1 ArN 20020 06000742 % w LD ,A/CE �, I 4 I`+ I 1 STORY A�IrRICEt� � � O. 31 i OFi t S, �R 'A rw1% STORE, BUILDING � � � � � �; t'�Pld 926075-0' n a` n 8f61 ip• X 28 FF-=40 r .98 V�ii'LT I y ..... _. 4 �--........._... i 1 �iFr'�S` 252103 0 TEMPICHAIN LINK � ENENCLOSURE It F} v O AS PAL ' � �, IPSL IP 1 r i i 3i ' `� t d INGRESS, E RE`S5 AND UTILrMF'S t � f 0 4 EASEMENT EN 2002080 0JCi 4 �, / !3 # I �[" ` LAJ 7 =� l NON-EXL€15 E INGRESS & E ESS �+ C815 1 I EASEhg4ENT A, D,217234 t t I j it I EX is - v prF i ASPHALT 8 " �1V IN t �}; 38& 62 r � r" � � �SE� i � � 32 6' INV Our �N;. ���.57 � 1 f � � ,y�I:� . ,^ �Y �r�s1105881 r- ,- ( r_ APN 2 975-0320 1� =' 3 C STOP a , E _PLANTER__ - _ --- -i" --- - _. , WOOD FENCE - - - •9i •. - I .. CB12 VC I, HC 59;ICE iA►v>= I Iv-77 IP EQ ' G j — r ? 7711 ASPHALT � S� �1 � � t, � - BENCHMARK, l ; STOB S. a CORN'"R, N.E. 114, U E. 114 : F� SECTION 25, T 21 N, R.3 , .AI. _� r IDOL/ND CONC ETL" MONUMENT IN CASE W1 114- NAIL � ELEVATION 400,96 6VAVD 88) Rfif: 40 1. 98 8z> ;NV IN ; W): 388.58 8" !NV OUT (N): 388.48 LADDER: NORTHEAST _.� W _ ASPHALT � �� / � W_� SW 356TH ST SDMH7 r f ASPHALT T Iry-33?.73' (LEAS) 1.71 _ w 89' ? 94 2' 55.103 V F'L T' -_ ` - - /_ _ .- .._ ._ t _w_ ..'-F,-VND m I MALT CONCRETE MONUMENT N ��lh • CAE• 1 RASS Dt5 & PUNCH r GUND CONCF�'� MONUMENT I IN CAST I C 9 `/ BRASS DISK • a ,. s e Vc " y. VO BIKE LANE 77 ✓ w ✓ I cell L / KEY NOTES OPRESERVE EXISTING UTILITY TO REMAIN. OREMOVE EXISTING CATCH BASIN. CAP AND ABANDON EXISTING PIPE EXCEPT UNDER NEW BUILDING LOCATION REMOVE PIPE. REMOVE EXISTING ASPHALT PAVEMENT O REMOVE EXISTING CURB REMOVE EXISTING BILLBOARD AND STRUCTURAL BASE LEGEND: aINLET PROTECTION A C-201 REMOVE EXISTING UTILITY CL CLEARING/PROJECT LIMITS G INTERCEPTOR SWALE D C-201 ----------- SL SAWCUT LINE SF SILT FENCE C C-201 2- GRAPHIC SCALE 0 10 20 40 1" = 20 FEET CITY OF FEDERAL WAY EROSION/SEDIMENTATION CONTROL NOTES: 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (I.E. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN 15 DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. WET SEASON REQUIREMENTS AS DESCRIBED IN APPENDIX D, SECTION D.5.2 OF THI KCSWDM ARE IN EFFECT BEGINNING OCTOBER 1 THROUGH APRIL 30. 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 14, WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E. ANNUAL OR PERENNIAL RYE APPLIED AT. ` APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF, TWO INCHES. t* 16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 22-1568 (C) (6) (A-G) OF FWRC. PERMIT NO.: 1 6-XXXXX-00-CO CITY OF FEDERAL WAY CITY ENGINEER DATE ^ M W �_2 W � M Ine N N Ir1 z 0 tJ C> IN z�Q O 0 11v N M In v F N I W M I- Z I' Q N a� a E. W Z 1; ' 'f. C �z U O u 3 J 4-+ 4_ a� Q (W v , _O ai `z v c c O N ) U U �yp��Yp�V Qo0U1-per Gn=4J0af�O &; 0 .. ONLo ♦ N U. ijN � Vf — so�z�n oyzuZ�� sSUW a�n. fu •� O z Y; rfoo � O O d N d: t F--•I H � v v F- z 4c� CLL1 m V V uj — W m F a a� � a� m l 6 z a a� BI 0 0 N u QJ a // //I SEDIMENT ACCUMULATION NOTES: 1. FILTERS SHALL BE i NSPECTED AFTER EACH STORM EVENT AND CLEANED OR REPLACED WHEN 1/3 FULL. 2. INSTALL INLET PROTECTION IN ALL NEW STORM STRUCTURES THAT WILL COLLECT STORMWATER AS THEY ARE INSTALLED. NOT TO SCALE HYDROSEED SWALE A MIN OF 1' BEYOND EDGE OF SWALE 1' MI / LEVEL BOTTOM -- !ROSEED SWALE A MIN OF 1' 3EYOND EDGE OF ;WALE 2:1 MAX SLOPE INTERCEPTOR SWALE NOT TO SCALE MAINTENANCE STANDARDS: 1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 2. IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE DIKES/SWALES SHALL BE INCREASED. EXISTING FF EDGE OF EXISTIN PAVEMEN CONSTRUCTION ENTRANCE NOTES: 1. MATERIAL SHALL BE QUARRY SPALLS PER WSDOT 2014 STANDARD SPECIFICATION 9-13.6 AND MAY BE TOP -DRESSED WITH 1"-3" ROCK. 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEET LONG. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE. 5. GEOTEXTILE SHALL MEET THE FOLLOWING: GRAB TENSILE STRENGTH 200 PSI MIN. GRAB TENSILE LONGATION 30% MAX. MULLEN BURST STRENGTH 400 PSI MIN. AOS 2-45(U.S. STANDARD SIEVE) CONSTRUCTION ENTRANCE u 1 NOT TO SCALE PROVIDE TRASH RACK ON RISER PIPES 18" DIA. AND GREATER MAX. WATER SURFACE EXISTING GROUND ELEV = 397.0± GRADE TEMPORARY POND MINIMUM 6" ABOVE - - - _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ FINAL TOP OF POND ELEVATION 398.5± 1.0' MIN. FINAL POND TOP OF --'` 3 - FREEBOARD ELEV: 398.0± % 1 - SEDIMENT POND OVERFLOW ELEV: 397.0± - - - - - - - - - - FINAL POND INFILTRATION ELEV: 393.0± `�' ------ -- --- - - DO NOT COMPLETE EXCAVATION TILL J.J' DEAD FILTER FABRIC MATERIAL MIRAFI 100 NS OR EQUIVALENT 2" X 2" BY 14 GA. WIRE FABRIC OR EQUIVALENT, AFFIX TO POST PROVIDE 3/4" - 1 1/2" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE 2" X 4" WOOD POST OR STEEL FENCE POST ORANGE FILTER FABRIC MATERIAL 60" WIDE ROLLS - USE RINGS TO ATTACH ATTACH TO WIRE FABRIC EXISTING GRADE a L6 co N BERM NATIVE MATERIAL COMPACTED TO 95% CHAINLINK FENCE 2.0' MIN. >•n 0 0 N --tl I, ILi o , _-� r SIDE VIEW 6' MAX. FRONT VIEW SILT FENCE C NOT TO SCALE OF MAX. DENSITY (MODIFIED PROCTOR) 6'MIN. CONNECT TO EXIST CB IUKAUt BOTTOM OF PER PLAN) SEDIMENT POND WEIGHTED BASE TO ELEV = 394.0± PREVENT FLOTATION WIRE -BACKED SILT FENCE, STAKED HAY TEMPORARY NON -WOVEN GEOTEXTILE BALES WRAPPED WITH FILTER FABRIC FABRIC - MIRAFI 140N OR APPROVED FENCE, OR EQUIVALENT DIVIDER. EQUIVALENT REMOVE AT END OF CONSTRUCTION WHEN SITE IS STABILIZED. TEMPORARY SEDIMENT POND NOT TO SCALE ^^ M T dl Q IL O � U I�f [jN� NOTES: AASHTO M294. Z2 LQ 0 'n In 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE Z z BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST WITH A MINIMUM SIX-INCH OVERLAP, AND BOTH ENDS r ^ �•/ M SECURELY FASTENED TO THE POST. Ln N o J W WM Z F' 2, THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE N FENCE POSTS SHALL BE SPACED A MAXIMUM OF SIX FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30") 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY EIGHT INCHES WIDE AND TWELVE INCHES DEEP, UPSLOPE a AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. E 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT. LEAST ONE INCH LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A 0° 0 MINIMUM OF FOUR INCHES AND SHALL NOT EXTEND MORE THAN THIRTY SIX INCHES ABOVE THE y4 U � ORIGINAL GROUND SURFACE. O U 3 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND TWENTY �--J -I INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND V 1 4-J MORE THAN THIRTY SIX INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT N BE STAPLED TO EXISTING TREES. a) ^��� 6. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH r /W ia 2" X 4" BY 14 GA. SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED v , WIRE FABRIC OR DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE (S) APPLYING. EQUIVALENT (V 7. THE TRENCH SHALL BE BACKFILL WITH 3/4 INCH MINIMUM DIAMETER WASHED GRAVEL.„ BURY BOTTOM OF $. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT W _0 FILTER MATERIAL NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. IN 8"X12" TRENCHfu y 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST J DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2" X 4" WOOD wo POSTS, 10. CONTRIBUTING LENGTH TO FENCE SHALL NOT BE MORE THAN 100 FEET. STANDARD OR BETTER, 11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. n U. OR STEEL ai FENCE POST 12. DO NOT DRIVE OVER OR FILL OVER FILTER FABRIC FENCE. u `1 cu c c POLYETHYLENE CAP PERFORATED POLYETHYLENE DRAINAGE TUBING, DIAMETER , MIN. 2 LARGER THAN DEWATERING ORIFICE. ' TUBING SHALL COMPLY WITH ASTM F667 AND , AASHTO M294. PROVIDE ADEQUATE STRAPPING O O CORRUGATED METAL RISER WATERPROOF COUPLING TACK WELD TEMPORARY SEDIMENT POND BOT ELEV:394.0± 2' MIN. DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB MIN. 3.95" DIAMETER ORIFICE 18" MIN. CONCRETE BASE �2X RISER DIA. MIN. SEDIMENT POND RISER NOT TO SCALE ALTERNATIVELY, METAL STAKES AND WIRE MAY BE USED TO PREVENT FLOATATION PERMIT N0.:16-XXXXX-00-CO CITY OF FEDERAL WAY I CITY ENGINEER I DATE Z,7 c .J tU f L $ z u- N o2S =3 V) U' V) .za 0 � Y" ~ z QU a W H „ m O �a zw V m 0 i v a ul 12+00 *IF REQUIRED *INLET PIPE NOT BY CONTECH (LOCATION VARIES) Tr-- I I - VAULTLENGTH CURB TYP, (NOT BY CONTECH) ------LL-.-_-----, CC O A - OOOOOOOO Q z _ o GRATE INLET OUTLET I I I 0 DOoO�o I ACCESS I II OUTLET PIPE NOT BY CONTECH (LOCATION VARIES) 2'-0" MEDIA BAY - MIN PLAN VIEW � D000000 I DOODODO J 0: II I ..._ GASS UNE-CROSSING -s LINE IE 391 9+G12"0 SSTORM IE= ............. 90 �w EARANCE = 0.3+ FOG 46 F 12 ADS N__12 S 2 � to �_ _ E AND REPLACE EXISTING PIPE 21 STAVE, SW 11 ......- �I d+nn b . 'LE POIi iT ,�- 11 :14+34.69, 20.90'RT _ ✓ STA:15+40.70, 20.04'RT )LE POINT ....END CONCRETE CURB AND GUTTER """ w :14+34.75�28 90'RT MATCH EXISTING CURB AND GUTTER _.. .. , STA:14+40.5 , 35.05 RT } END HMA SIDEWALK TRANSITION STA:14+34.62, k90'RT END SIDEWALKv BEGIN HMA SID�WALK TRANSITION FTPD-G STANDARD HEIGHT CONFIGURATION DESIGNATION (OPTIONS: -P) AVAILABILITY MEDIA BAY SIZE VAULT SIZE (W x L) WEIR LENGTH/ MAX CURB OPENING MAX BYPASS FLOW (CFS) INLET/ GRATE OUTLET ACCESS SIZE TREE GRATE QTY & SIZE FTPD0404-G N/A CA 4 x 4 4 x 6 1'-8" 1.4 12"SQ/12"0 (1) 2.5' x 2.5' UNDERDRAIN FTPD04045-G CA ONLY 4x4.5 4 x 6.5 1'-8" 1.4 12"SQ112"0 (1) 2.5' x 2.5' A 7" 0 CLEANOUT FTPD0406-G N/A MID-ATL 4 x 6 4 x 8 1'-8" 1.4 12"SQ/12"0 (1) 3' x 3' FTPD045058-G MID-ATL ONLY 4.5 x 5.83 4.5 x 7.83 1 `-8" 1.4 12"SQ/12"0 (1) Tx 3' FTPD0604-G ALL 6 x 4 6 x 6 11-8" 1 A 24"SQ/12" 0 (1) 2.5' x 2.5' - FTPD0606-G ALL 6 x 6 6 x 8 1'-8" 1 A 24"SQ/12" 0 (1) Tx 3' FTPDO608-G ALL 6 x 8 6 x 10 V-8" 1.4 24"SQ/12"0 (1) 4' x 4' 2"0 IRRIGATION PORT (TYP 3 PLACES) FTPD0610-G ALL 6 x 1O 6 x 12 11-8" 1 A 24"SO/1 TO (1) 4' x 4' FTPD0710-G ALL 7 x 10 T x 13 2'-6" 2.1 24"SQ124"0 (1) 4` x 4` TREE GRATE FTPOO8105-G ALL 8 x 10.5 8 x 14 31-0" 2.5 24"SQ124"O (1) 4' x 4' FTPD08125-G ALL 8 x 12.5 8 x 16 3'-0" 2.5 24"SOf24"0 (2) 4' x 4' PLANT PROVIDED BY CONTECH ENERGY DISSIPATION ROCKS ALTERNATE ORIENTATION TRANSFER OPENING 4" x 15" ON 4' WIDE VAULTS 4" x 20" ON 6'-8' WIDE VAULTS 'INLET PIPE NOT BY CONTECH I *IF REQUIRED (LOCATION VARIES) 1 6" (STD) 12"(DEEP) a UJ - - LOU INLET BAY m PERMANENT 3 v- SETTLING POOL ELEV. OUTLET PIPE , NOT BY CONTECH p fl (LOCATION VARIES) N Q FLOWKIT CV � r� SECTION A -A (STANDARD DEPTH SHOWN) IINTERNAL PIPE CONFIGURATION MAY VARY DEPENDING UPON OUTLET LOCATION. ELEVATED GRATE AND FRAME (CAST INTO CAST -IN PLACE RISER NOT BY CONTECH) CLEAN OUT FRAME AND - COVER CAST INTO TOP SLAB W/ (3) 2- RISER RINGS - TOP SLAB 2"0 IRRIGATION PORT (TYP 3 PLACES) 3" MULCH LAYER, TYP PROVIDED BY CONTECH 6" UNDERDRAIN STONE LAYER, TYP PROVIDED BY CONTECH 21" FILTERRA MEDIA, TYP PROVIDED BY CONTECH rra i a'�aa.cmmw"s �.mnx an. raaFm.u:: �RYSAAF.1/n261: �24Y:�L MU�W �MifC'MF..NS. NIA = NOT AVAILABLE FTPD-GD DEEP OPTION CONFIGURATION DESIGNATION (OPTIONS: -P) AVAILABILITY MEDIA BAY SIZE VAULT SIZE (W x L) WEIR LENGTH/ MAX CURB OPENING MAX BYPASS FLOW (CFS) INLET/ GRATE OUTLET ACCESS SIZE TREE GRATE QTY & SIZE FTPD0404-GD N/A CA 4 x 4 4 x 6 1'-8" 4.6 12"SO/12"0 (1) 2.5' x 2.5' FTPD04045-GD CA ONLY 4 x 4.5 4 x 6.5 11-8" 4.6 12"SQ/12"0 (1) 2.5' x 2.5' FTPD0406-GD N/A MID-ATL 4 x 6 4 x 8 11-8" 4.6 12"SQ/12" 0 (1) T x T FTPD045058-GD MID-ATL ONLY 4.5 x 5.83 4.5 x 7.83 V-8" 4.6 12"SO/12"0 (1) T x T FTPDO604-GD ALL 6 x 4 6 x 6 1'-8" 4.6 24'SQI12'0 (1) 2.9 x 2.6 FTPDO606-GD ALL 6 x 6 6 x 8 11-8" 4.6 24'SGY12'0 (1) T x T FTPDO608-GD ALL 6 x 8 6 x 10 11-8" 4.6 24''" TO (1) 4' x 4' FTPDO610-GD ALL 6 x 10 6 x 12 11-8" 4.6 24'Sd12*0 (1) 4' x 4' FTPDO710-GD ALL 7 x 10 7 x 13 2'-6" 6.8 24'SW4'0 (1) 4' x 4' FTPDO8105-GD ALL 8 x 10.5 8 x 14 T-0" 8.2 24"SW470 (1) 4' x 4' FTPDO8125-GD ALL 8 x 12.5 8 x 16 3'-O" 8.2 24"SW4-0 (2) 4- x 4' N/A = NOT AVAILABLE "MAX BYPASS FLOW IS INTERNAL WEIR FLOW. SITE SPECIFIC ANALYSIS IS REQUIRED TO DETERMINE GRATE INLET FLOW CAPACITY FILTERRA VAULT - A NOT TO SCALE GRAPHIC SCALE 0 10 20 40 1" = 20 FEET KEY NOTES OMATCH EXISTING CONCRETE. PROVIDE EXPANSION JOINT AT CONCRETE EDGE. OPOTHOLE TO CONFIRM DEPTH OF UTILITY AND VERIFY ADEQUATE CLEARANCE FOR PROPOSED 12" STORM LINE. 1.5' CURB AND GUTTER I-- 7' ( LINE :)WAY PROPOSED PROPERTY LINE EXIST PROPERTY LINE j 16' ROW DEDICATION 1 I , ►� _ 1� 8' 3, t 5.5' -I� clncsAfAl V 1 FRONTAGE IMPROVEMENT SECTION NOT TO SCALE PERMIT N0.:16-XXXXX-00-CO CITY OF FEDERAL WAY CITY ENGINEER DATE L U 0 VI J 4 4-J W cu V/ 0 � v fo p f � J W a: a I= 1; -tea a� O a U U w � Q T 3Zg�p�� p �UU�O z U Q W co � i-,, Oj en m GU N N� ��=UZC70 N{x�azn 2 �'FWNN U Q J N '01 /.��/ �6 C6 � H r z -a cn F- v .0 " lW V W z5i' m O w o > [cC E O r N m 1= w H `^ o I 4 4 4 C C� 4- O ' O z 4-1 3) 43) �...j ul 4:14°+29.07, 55.00'RT STA:14+26.55, 75.00'RT RETAINING WALL SEE STRUCTURAL PLANS i' �� POND ACCESS ROAD, SEE DETAIL I L.. w ,SOT 16 AN 27-0 LOT � APN 6 -1 ti e i tL07 APB 92 3 t 6 f ✓ ✓ J r ✓ AP I LEGEND ASPHALT PAVEMENT - STANDARD DUTY Q CEMENT CONCRETE WALK LANDSCAPING WC WEDGE CURB EC EXTRUDED CURB CG CURB AND GUTTER CHAINLINK FENCE - REFER TO LANDSCAPE x—x—x ARCHITECTURE DRAWINGS -- - PROPERTY/RIGHT-OF-WAY LINE - CENTERLINE BUILDING OUTLINE KEY NOTES OMATCH EXISTING ASPHALT, SEAL JOINT WITH ASPHALT EMULSION PER WSDOT STANDARD SPECIFICATION 9-02.1(6). MATCH EXISTING CURB AND GUTTER. Q4" PAINTED SINGLE WHITE SOLID LINE PER WSDOT STANDARD SPECIFICATION 9-34.2 O4" PAINTED SINGLE WHITE SOLID LINES @ 2' O.C. PER WSDOT STANDARD SPECIFICATION 9-34.2. 5O ADA PAVEMENT MARKING PER WSDOT STANDARD PLAN ,M-24.60-04. n BLACK VINYL COATED 6FT HIGH CHAIN LINK FENCE PER WSDOT STANDARD PLAN L-20.10-03 (� BENCH AND TRASH RECEPTACLE, SEE LANDSCAPE PLANS FOR MORE INFORMATION. n CONCRETE WALKWAY, DYED, SCORED AND FLUSH WITH WALKWAY. �1 SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION. 1 211 4" NOTES: 0 GRAPHIC SCALE 0 10 20 40 1" = 20 FEET 2" HOT MIX ASPHALT (HMA), CLASS �' CRUSHED SURFACING BASE COURSE, WSDOT 9-03.9(3) 1. DEPTHS ARE COMPACTED \- REMOVE UNSUITABLE THICKNESS MATERIAL AND COMPACT SUBRADE TO 95% MDD. PAVEMENT SECTION NOT TO SCALE PERMIT N0.:16-XXXXX-00-CO CITY OF FEDERAL WAY CITY ENGINEER DATE My m lz N Lo J N •>0 LL LL 0 Co W (u n C) N V / H .J 0 c� z v � z 0 a ul U 0 Q Z ~ � �a m �- ©C Z p•_ 0 N re Zm < o NUIR 0 z f a� a� IIS 4 4.- 0 @ 5 a%a rc 1 1 A R• Ie ° e 3 E 4 4 3 VS' i j � 1 f �i Q I + 4 MF £j+�' , Y < rc Cw 5, I tS�b f rr- Lu< rc i o j P a ; 04 r rc� 1 I I o �1 1 4 1 i y...„ i I CB #4; „I.➢ CB TYPE 1 a& E � IM: 397l.46 STA A t 4 20+ 36.3 230.00 LT �s • £ IE: 95.92 6" E a F ✓N j> dS i s ,.y < C ` 1 WH2 I o _ 1 � 3 � _ °. , o t N ° 95 L { _v. €` I 0 i I f f CB #9 TW: 398.0 6FT RETAINING WALL r TW: 3Wo RIM: 397.62 BW: 397.5 STA: 14+11.55, 150.97 RT e i z ,BW` 397.9 FL: 397.66 t IE: 393.23 6" (S) f ,yam,=. r y�.• rr'T. T'i'TT9t'r• J o.. :4 O t: i �::•402:i •,' { N M C �• u> co moo. /� � •.�.-•. M 0�V � / �,� `� � ,��/ , � .�.;;;:;:; gy�pp..•: /< } / f � i 'r / a / '•4r / s' /6 / s s P �9 •g. >/ r� nQPtREAK�e f s e -vim= .: 397.92� rn BW: 391.92 � �,� �'� �`" % r� 'r: �r'�=ter- • ,,.J J tf` co 6FT RETAINING WALL � t 0 a rn 1' / /� .E0 ,� FL: 402. /r 14 LF�i ADS N-12 @ 9.66°l0 =., ? •-;-° �/ :� �/ %� • > / CB #7 - FG: 00.50 TYPE 2 48" DOOR 2, % FG=402.0 PRESETYLING CELL RIM: 399.49 ' cX STA: 14+10.07, 208.04 RT :�.' 4 T92 ; /sIE: 393.68 12" (S) OP OF BERM=395 IE: 393.68 12" (SW) r 3 • Yi%• i .. r M :, Q< .•.•..�.- > cap �� �'`` ' �✓ � � _...._ .__...._ __.. __ ...........•....... POND INLET IE=391.92/ ' 49j LF 12" @ 0.50% X. FG: 400.90J "BUILDINGS' FG: 400.80 FF=402.08 4 .. ;.; °O ` �- L 4 COMBINATION DETENTION POIa(ii FG=401.20<{F/ :.:.:::.::::: f AND CONSTRUCTED WETLAI IUD i/ ° G ✓ 1 r DOOR ::.. P ...26 -1 WATER QUALITY W�,ELEV.: 395.39 FT (WETLAND CELL) CB #6 V DESIGN WS ELE :396.92 FT CB TYPE 1 r - <G . ° FG=402.707 � _ • BERM ELEV., 3992 FT !RIM:400.41X. ' DETENTION VOLUME: 30,324 FTs STA: 13+20.06, 208,1 °� 5 RT WETLAND CIE1L DEPTH: 2 FT 3 IE: 394.13 12" (S) X. ' STORMWA ER WETLAND VOLUME: 2 627 FT f i 'S IE: 394.13 12 (N) co G _, t rn M,t`)M j ` FG:400.80 , 1 _Ep: 400.62 / 90 LF 12" ADSN-12 0.50%� / POND OUTLET BUILDING 'C' @ / E 392.421 FF=4,01.28 3 -/; cB#5 ?° 712"@20.33% CB TYPE 248" 3 RIEUI:401.36 ° CB #8 TYPE 2 48" CONTROL. A < ° ° �' J %' ' ST 12+30.16, 208.26 kT STRUCTURE W/BIRD AGE G502 °' �'�° ; %P RIM: .. =�-.r'/ E: 4 1 N � DOOR I 9 .58 2 ( ) �F5 1i 80.�4 70.23 RT STA: 12 g ° / IE: 95.08 6 (W) / FG =401,20 3r // IE: 395.26 12"' (S) IE: 395.26 12" N FG: 401.07 y ' ' % DOOR t () / .. / 82 LF 1 ADSN-12 @ 0 5 /o DOOR , / W Ea 1 g FG=401.20 3 FL FG:401.90 ; / 0 , G / _ / - . 4 1.73 � / FG• 0 � €l, y v t � O FG: 401 � _ � � .85 RD f €p - t ° Rp€ Rb t.; AW f � l' Y %v f._ f FL:'FG: L1.98 05.20 d'y ° - a �Y FL: 401.50 i / /l f / 1 • G f, IfiooR / j T , ;i / f r - FG-40270 ' -.--T a d � •G / ... �... t { FL: 401.55 ; ;::::•::•:: : I I f >' FL: 401.'96 : J t f i - F`;f: • : r ,� , t t R5 1 0 •:� / ;� Ci` i ,z • 402 .18 � i FL: 1.4 9 FL4 ri J02.10 FIG g: I z a B U I DING 'A' FL: 401.72 p %` �' '•`:'' -tom , Q FF=402.78 • EXISTING B'tF .• ..•,•,• 1 i E 2'I1VIN(-1):!3cj _89 N 12" INV OUT =•S)� 94,8 ° ��' � � �' !''; 1` :1.:::.. "•' �I ° 12" INV IN I� (N)<3 .84 (NEW) � �` y�� � �' ,• � ° DOOR ..... r 1� i e � = I ` FG=402.702.32 lj � �< iLT I AUL ( I CB TYPE 1 j ......... ) W x _ ,. RIM: 401.74 I ° STA' 21 +92 95 133 59 LT 4 w 0 + T' � SD H5 W i r�T; IE: 397.71 6" (S) �.:•::.;....... t l 49 LF 6" ADSN-12 �@ 3.86% / i i'j I Pf ,� `• FL: 4d1.88 I DOOR t FL: 0)°.28 /- FL:40�.77 FG=402.70 FL:401.84 w¢a o- FL: 402.01 := -: -:• m' 4 �•. " j 4 I F r FL: 402.63 FL: 403.14 G(•:•::•:•:• • ,•••. ,j t • FL: •401�.40 '�% FL: 402.65 , FL: FL• � 02 63 �:; •:,,..•.. CB#2r k CB TYPE 1 RIM: 400,65 �„ j�` / '// � .....T.�,_ o •�� � L,� / STA: 21+92.98, 84.38 LT r, r /1 +51.99 84. m �SSI IE:399.61 6 N 4,`�(, 7-f� ° , IE: 399.61 6" (E) M. 8 ?1 r' 1N 386. GL / " AD$.N 12 @ 1.0000 / APFL: 402.91 LADDER: = Si aFL: 402.79 3 44 l !! tE EB < : b%I1 rc° t =/ . FCz�' 404,40 : 402.7 't -- FG 403 31 _._ _ __. ._. _ r - ` ®� ° _.g -w . ___........ • . , ° _ r- �� t r 1 _ ` FGQ4 < • g -'- < < a .. - ° . _ DA4H6 yam, _ 74 SW 356IM ST SDMH7 �z2+ao �M.. _._._.._. +�Io I �� AVyy- ...., --- LEGEND ASPHALT PAVEMENT - STANDARD DUTY 'q C-40a CEMENT CONCRETE WALK LANDSCAPING J C-501 WC WEDGE CURB I C-501 EC EXTRUDED CURB C C-501 CG CURB AND GUTTER CHAINLINK FENCE - REFER TO LANDSCAPE x-x-x ARCHITECTURE DRAWINGS PROPERTY/RIGHT-OF-WAY LINE CENTERLINE BUILDING OUTLINE KEY NOTES 0 ROCK PROTECTION, SEE DETAIL H C-501 J STORMWATER POND SIGN, SEE DETAIL D C-502 3 ROOF DRAIN SEE NOTE BELOW 4 VIDE POSITIVE DRAINAGE AWAY FROM PRO OS O BUILDING 00] [*10 51 Ud I ilk I� THE ROOF DRAIN LAYOUT SHOWN IS AN ESTIMATE ON THE OPTIMAL LAYO UT. THE CONTRACTOR SHALL VERIFY THE ROUTE IN THE FIELD. THE ROOF DRAINS SHALL BE TIGHTLINED TO 4" PVC DRAIN PIPE WITH A MINIMUM SLOPE OF 2%. CONSTRUCTED WETLAND REQUIREMENTS 1. THIS STORMWATER POND IS A COMBINED DETENTION AND STORMWATER WETLAND, REFER TO SEPARATE LANDSCAPE PLANS FOR PROPOSED PLANTINGS. 2. THE STORMWATER WETLAND CELL SHALL BE PROVIDED WITH A MINIMUM OF 12" TOPSOIL AND 3" MULCH. EARTHWORK QUANTITIES CUT = 2,605 CUBIC YARDS FILL = 265 CUBIC YARDS NET = 2,340 CUBIC YARDS (EXPORT) NOTES: 1. THE ABOVE QUANTITIES ARE ESTIMATES ONLY INTENDED FOR THE PERMITTING PROCESS. DO NOT USE FOR BID PURPOSES, THE QUANTITIES DO NOT HAVE STRIPPING, COMPACTION, OR CUT OR FILL ADJUSTMENT FACTORS APPLIED TO THEM, NOR DO THEY ACCOUNT FOR PAVEMENT, SIDEWALK OR BUILDING SECTIONS. GRAPHIC SCALE a 10 20 4a 1" = 20 FEET 4 �E I- -tea `t a� v o a Cl u 3za � a�a �xizo .o IN •Uyy uj F- Ovo C w `I�ti F -0 WV9'Wn9yH4 0 W VN17� Wig O' 7- B N-NC O P ? 2' S. t- -6 -0 3 � _K n� - U C� azn. N V 2 - W q N - s s f 00 ,-� O O O N Z d V" 0 t� /1 1 O N t-i PERMIT NO.:16-XXXXX-00-CO CITY OF FEDERAL WAY CITY ENGINEER DATE p z� � v a 0 Z W (D �C a �z Z H 0 � vm =a i= N N 21 6 z v a� s Ln 21 aN.L 0 T JOINTSEAL P. •' • N MINIMUM 3" HMA CL • -• - .(COMPACTED DEPTH) EXISTING ACP• 'I, • - MATCH EXISTING (3' MIN. WIDTH) WHICHEVER IS GREATER i!rf••••••�••1I�r I••� I••1.--�1•E I•1q i•r� ' \�'�/am/7/. I•11. ••• EXISTING -••♦� 777 BASE NATIVE SUBBASE i PTr RESTORATION FOR TRENCH1,2 PAVEMENT RESTORATION MATCH EXISTING DEPTH SEAL JOINT LIMITS, 1' BACK FROM PCCP PAVEMENT IS TO EDGE OF TRENCH EXCEPT BE CONSTRUCTED PER EXISTING ACP IF WITH 3' OF JOINT THEN WSDOT STANDARD 5-05 USE 1" EPDXY COATED REPLACE TO JOINT SMOOTH DOWEL BAR 3' MIN. WIDTH 15' MIN. ° __-__ _:-_: - .25' MIN. ___='-- ==== ==== EXISTING BASE -•- 0.5' BAR NATIVE SUBBASE LENGTH PCCP TRENCH 5/8" MINUS RESTORATION FORBACKFILL TRENCH 1,2 MATCH EXISTING ACP PAVEMENT RESTORATION COMPACTED DEPTH SEAL JOINT LIMITS, 1' BACK FROM WITH HMA Y2", PG 64,-22 EDGE OF TRENCH EXCEPT MATCH EXISTING DEPTH EXISTING ACP IF WITH 3' OF JOINT THEN PCCP PAVEMENT IS TO REPLACE TO JOINT BE CONSTRUCTED PER USE 1" EPDXY COATED 3' MIN. WIDTH WSDOT STANDARD 5-05 SMOOTH DOWEL BAR 15' MIN. a 25 MIN. EXISTING BASE 0.5' BAR NATIVE SUBBASE LENGTH 5/8" MINUS BACKFILL ACP OVER P C C P FOR TRENCH 1.2 TRENCH RESTORATION NOTES: 1) FOR TRENCHES LESS THAN 18" WIDE, USE 100% CDF FOR TRENCH BACKFILL_ 2) FOR TRENCHES GREATER THAN 18" WIDE, ALL BACKFILL IN RIGHT-OF-WAY SHALL BE MIN. %" CSTC. JULY 2014 PUBLICcmmw • Federal Way • = -•• i 400 395 390 TRENCH NOT TO SCALE i:&Oil . mil i • EXISTING 400 GRADE 400 NEW __- .....___ ........... BUILD 395 CELL 395 MAX WATER SURFACE ELEV:396.92 390 390 00'..rn 00' N� M I i SECTION A_ F NOT TO SCALE TOP OFPOND ELEV: 397.92 1' SEDIMENT STORAGE EXISTING ELEV. N 00 cy) 1 (0 C14 6Ni t\ �- c) SKr T� Kern 0)rn rnrn N co I P7 co 1 i M 17 Ch SECTION B G NOT TO SCALE NOTES: a 1. AN EXPANSION JOINT CONSISTING OF 3/8" PRE -MOLDED JOINT , PLANTING STRIP.`,'.'.`.'.'. MATERIAL SHALL BE PLACED FULL DEPTH AROUND HYDRANTS, POLES, POSTS, AND UTILITY CASTINGS. SEE DETAIL AT RIGHT. m pa y Tz I I I I l I + 2. AN EXPANSION JOINT CONSISTING OF 3/8" PRE -MOLDED JOINT v I I I I I I MATERIAL SHALL BE PLACED IN THE UPPER 2 INCHES OF CURBS AND / SIDEWALKS AT 10 FOOT INTERVALS AND AT SIDES OF DRAINAGE INLETS. (JOINT MATERIAL OF 27j" DEPTH MAY BE USED IN LIEU OF 2" DEPTH), 3. EXPANSION JOINTS IN SIDEWALK SHALL BE LOCATED SO AS TO EXPANSION JOINT / MATCH THE JOINTS IN THE CURB AND GUTTER, WHETHER THE SEE NOTES AT LEFT l SIDEWALK IS ADJACENT TO THE CURB OR SEPARATED BY A PLANTER STRIP. ...................... 1/4" DEPTH "V" GROOVE ® MAX. 5' C-C 4. TOOL MARKS, CONSISTING OF 1/4-INCH 'V'-GROOVES SHALL BE MADE IN THE SIDEWALK AT 5 FOOT INTERVALS, INTERMEDIATE TO THE EXPANSION JOINTS. .;-1'� , •+' • FULL -DEPTH EXPANSION .SIDEWALK "• ,'' JOINT, ONE FOOT ................................. .... 5. AN EXPANSION JOINT CONSISTING OF 3/8" PRE -MOLDED JOINT ' + ; • , :.':. r AROUND VALVES, MATERIAL SHALL BE PLACED FULL -DEPTH BETWEEN THE CURB AND _. •. L L,_ HYDRANTS, POLES, ETC. ADJACENT SIDEWALK. -CURB-AqU GUTFER I 6. EXPANSION JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS SEE NOTE 1 - OF ASTM D994 (AASHTO M33). - - - EXPANSION JOINT I 7. MONOLITHIC POURS OF CURB AND SIDEWALK ARE NOT ALLOWED. A ( A `• n I 2" CST I SECTION A -A I 1 1 /4. ,V• SIDEWALK AND PLANTER STRIP BROOMED FINISH (TYP.) 3" WIDE, SMOOTH -TROWELED PERIMETER (TYP) CEMENT CONCRETE /-CURB AND GUTTER SIDEWALK EXPANSION JOINT IN BOTH ADJACENT CURB AND SIDEWALK TO CURB SEE NOTE 3. BROOMED FINISH (TYP.) 3" WIDE, SMOOTH TROWELED PERIMETER (TYP) CONCRETE CURB AND GUTTER SEE CITY STANDARD DETAIL DWG. 3-4 \. FULL -DEPTH EXPANSION JOINT BETWEEN SIDEWALK AND CURB AND GUTTER rr' y' SEE NOTE 5. 1 /4" 'V'-GROOVE EXPANSION JOINT IN BOTH CURB AND SIDEWALK SEE NOTE 3 REV FEB 201T a v PUBLIC SIDEWALK aND w. •INTS DG. V�II� NO. Federal WayWORKSD SIDEWALK3-3 SIDEWALK DETAIL V I NOT TO SCALE RIGHT-OF-WAY LINE NpK 6 Sp\o d . ��•,t `3J.g � r� �.. OV 4f `r�.`^a+. CURB TAPER y0\ . . . 0%e 116l PJ °N`AlNS\ \ •�:'•"` OVV CURB TAPER 8.33y y"• --M. OJ�IFI COMMERCIAL/MULTI-FAMILY . WIDTH 30' 2-LANE, J �6, 40' 3-LANE SIDEWALK TSS Mi PLATTING STRIP, IF ANY. S) SEE CURB DETAIL DRAWING 3-4 EXPANSION JOINT m SAWCUT LINE FOR NEW OR REPLACEMENT DRIVEWAYS IN RIGHT-OF-WAY LINE EXISTING CURB/GUTTER SECTIONS. MATCH SIDEWALK 6' VARIESWIDTH VARIES I NOTES: 1. COMMERCIAL/INDUSTRIAL DRIVEWAYS WIDER THAN 40' MAY ° h %MAC �: I `a'^`'j BE APPROVED BY THE ENGINEER CONSIDERING TRAFFIC SAFETY AND NEEDS OF THE ACTIVITY SERVED. ALL '" COMMERCIAL/INDUSTRIAL DRIVEWAYS SHALL HAVE AN 1:t•..:r; y-,,ro s`'" ':'4t''s ;'ti:.:•i:r . MATCH EXISTING EXPANSION JOINT LOCATED MID -WIDTH. SEE KCRS SEC. 3.04. DRIVEWAY GRADE 2. SEE SEC. 3.2.13 AND CURB DETAIL DRAWING 3-4. 3. CEMENT CONCRETE DRIVEWAY APPROACHES SHALL BE CONSTRUCTED WITH 4' CRUSHED SURFACING TOP COURSE (CSTC) CEMENT CONCRETE DRIVEWAY 8' THICK* CEMENT CONCRETE CLASS 4000 WITH 4% TO 6% AIR ENTRAINMENT. 4. FULL DEPTH EXPANSION JOINT IF DRIVEWAY WIDTH IS 15' OR GREATER. SECTION A -A • BASED ON TYPE OF EXPECTED VEHICLE USE 5. LENGTH OF RAMP SHALL VARY AS NEEDED TO MEET ADA SLOPE REQUIREMENTS. REV. FEBRUARY 2014 DRIVEWAY SECTION. •,0- --- NOT TO SCALE * UNLESS OTHERWISE 2' NOTED ON PLANS 400 , d �V0 Q ` ~' 0INLET/OUTFALL PIPE C �> L� \ U - / „> �L� 0 �< 0 r � 395 PLAN EXISTING AND/OR pype PROPOSED GROUND GU�Fi'' ,...- �'� of /NLET 390 \ �..i <, i P Pl S lv t L\ _ <^, ,� �. 6" STREAMBED COBBLES 12" MIN. DEPTH (12"0 PIPE) PER WSDOT 9-03.11(2) �NOTP PROTECTION TO SCALE 1o" 2 1l2" 5" 2 1/2" 0'--1 //-`TYP 1%2"R �2(TM3P)4"R 3 R m _ . � ._ _-.....,.e••_._...._..�. �(TYP) 4" (P) ` i �Y4"(TYP)----------- .,,........,_.................w........,....,.................,.......-.•.,,.•.w.,.....................,,.. OR 11%'� SECTION ELEVATION ISOMETRIC TYPE 'C' BLOCK TRAFFIC CURB * TO CONFORM TO CROWN SLOPE OR 0.02 FT./FT, MOUNTABLE CEMENT CONCRETE CUR 6" EXPANSION JOINT 5" 0.02�./Fr. 0.05 FT. 2 '' � i• • '` � i CEMENT CONCRETE m t J i ., ,:..•:: SIDEWALK 2" CRUSHED SURFACING 1'-6" TOP COURSE (CSTC) * NOTE: TOP OF UP AT DRIVEWAYS. NEW CEMENT CONCRETE CURB & GUTTER 5 1/2" /-R s 1/2" NOTES:CIS s� 1. SEE DWG. 3-3 FOR JOINT REQUIREMENTS. PAVEMENT 2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATION. 10 3. TO BE USED ONLY AS APPROVED BY THE PUBLIC WORKS DEPT. �•k••.+ TOP OF CURB AT APPROACH ` 7 3/4" CEMENT CONCRETE BARRIER CURB REV- FEB 2011 PUBLIC DWG. NO. WORKS CURB DETAILS 3-4 y s• �• 3R ,�s• h 1 #3 BAR HOOP i i 2 #3 BAR HOOPS %, CURB DETAIL V / NOT TO S(;AI P FRAME AND GRATE 6' RISER SECTION 12' RISER SECTION 2 � I I #3 BAR EACH OMER I I aSEMION � AT THE TOP 03 BAR EACH SIDE I_ �` .,,... •' � \may 13 BAR EACH WAY NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 199) & C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS. 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. DIM. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0". 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 11. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF CATCH BASIN WALL. JUL' �cnv or F ° mom %y WORKS CATCH BASIN TYPE 1 D 4 1 0. 'i 4" NOTES: 1) RAISED POTION SHALL BE HOT MIX ASPHALT CONSTRUCTED INTEGRALLY WITH ROAD PAVEMENT. WEDGE CURB J NOT TO SCALE CATCH BASIN TYPE 1 NOT TO SCALE PERMIT N0.:16-XXXXX-00-CO CITY OF FEDERAL WAY CITY ENGINEER DATE w w x�zi Iu-G � J 23 }J ` �c ,-,- r i:Y. u.l O t 6a U��v Y+Y CU4 Z a �,-�,... A�✓L. Z � Xo>o=�� CD � J •� 4 S �.-. r 'd- � d F � •x � • '�,' Z u'� a A4 �O 4; 2 ZQ> 4 ��ira �., r nN t4`V�J SF.4'C. C J N .LU 0 LL ci � z W (3 , M O N dS =3 V) :3 H� 0 Q C/1 U L U 0Qm Lu 0 ryo �m V) RISER OVERFLOW BW18"OBAFFLE T BFRISER BOLTS NOTCHED WEIR, SEE NOTCHED DETAIL LEFT RECTANGULAR WEIR CUT IN RISER WIDTH 8" RISER ELEV. = 396.92 12" MIN. -- NOTCHED RECTANGULAR WEIR CUT IN RISER -A ELEV=394.84 12" RISER 18" 0 BAFFLE NOTCHED WEIR 12" 0 OUTLET PLAN RESTRICTOR PLATE W/ ORIFICE ORIFICE = 10" O ELEV. = 392,42 ►0►0 NOTES: BIRDCAGE GRATE 6 C5'2 1. PIPE SIZES AND SLOPES: PER PLANS. 2. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS. 3. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2, 48" MINIMUM DIAMETER. 4. PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF SAME MATERIAL, AND BE ANCHORED AT T MAX. SPACING BY 5/8" ELEV. 396.92 DIAMETER STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL. 5. THE RESTRICTOR/SEPARATOR SHALL BE FABRICATED FROM .060" ALUMINUM, OR .064" ALUMINIZED STEEL, OR .064" GALVANIZED STEEL PIPE; IN ACCORDANCE WITH AASHTO M 36, M 196, M 197 AND M 274. GALVANIZED STEEL SHALL HAVE TREATMENT 1. 6. OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE WITH A STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE, OR GROUTED INTO THE BELL OF CONCRETE PIPE. 7. THE VERTICAL RISER STEM OF THE RESTRICTOR/SEPARATOR SHALL BE THE SAME DIAMETER AS THE HORIZONTAL OUTLET PIPE, POLYPROPYLENE STEPS WITH AN 12" MINIMUM DIAMETER. PER CITY OF BUCKLEY 8. FRAME AND LADDER OR STEPS OFFSET SO THAT: DWG. NO. PLMHS A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 9. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE CLEANOUT GATE, SEE 5 I.D. LESS 1/4". SHEAR GATE DETAIL C5.2 12" 0 INLET 1�22.00 2E Z N l 4$" l 1' "1 CB#29 POND CONTROL STRUCTURE CATCH BASIN, 48" TYPE 2 • . • SCALE: H:1 "=25', V:1 "=1' This pond is in your care. Sto rmwate r Runoff is held here after storms. It is released Pondreplaced slowly or stored until the next storm when it is by incoming flows. This helps prevent downstream flooding and erosion and helps clean the water. For more information or to report littering, vandalism or other problems, call City of Federal Way, Public Works, Surface C"" S Water Maintenance at (253) 835-2700 PUBLIC WORKS DEPT. t-263) M-27W Plat Name and R/D number A 12" 24" 42" 1\1 \X i 30" Sign Specifications Size: 48" wide by 24" high Material: .125 min. gouge aluminum Face: Non reflective vinyl or 3 coats outdoor enamel (sprayed) Lettering: Silk screened enamel where possible, or vinyl letters Face Colors: Biege background with teal letters Type Face: Helvetica condensed: Title 3"; Sub title 1-1/2"; Text 1" Border: Outer border 1/8" wide, distance from edge: 1/4", all text 1-3/4" from border Pasts: Pressure treated 4x4, beveled tops 1-1/2" higher than sign fence Installation: Secured to chain link fence if available. Otherwise install on two 4" x 4" pressure treated posts mounted atop gravel bed, installed in 2'-6" concrete filled post holes (8" minimum dia.). Top of sign no higher than 3'-6" from ground. Use (6) 3/8" x 2" hot dipped galvanized lag bolts and washers. Placement: Face sign in direction of primary visual or physical access. Place at least 6' from perimeter of site. Do not block any access road. Do not place within 6' of structural facilities, e.g. manholes, birdcages, etc. JULY 2014 PUBLIC STORM WATER POND SIGN DWG. NO. �'� o o 0 0 MVcT WORKS 4-19 STORMWATER POND SIGN D NOT TO SCALE r NOTES: 1. METAL PARTS: CORROSION RESISTANT A (STEEL PARTS GALVANIZED OR STAINLESS STEEL) 3/4" 0 SMOOTH BARS EQUALLY SPACED (4" O.C. MAX.) 3/4" THICK x 4" WIDE LONG SMOOTH BARS WELDED TO UPPER & LOWER BANDS (24 BARS EVENLY SPACED, SEE NOTE 1) PROVIDE MAINTENANCE ACCESS BY WELDING (2) CROSS BARS TO (4) VERTICAL BARS AS SHOWN. HINGE UPPER ENDS W/FLANGES/ BOLTS & A PROVIDE LOCKING MECHANISM R OSTEPSS DIRECTLY END. LOCATE LADDER BELOW. HOOK CLAMP (4) PLACES EVENLY PLAN VIEW SPACED, SEE DETAIL BELOW SMOOTH VERTICAL BARS ^ `' YVIL.'L- HOOK CLAMP ANCHORED �50 TO CB RISER LOWER STEEL BAND 3/4" TYPE 2 CB THICK x 4" WIDE FORMED TO FIT IN GROOVE OF CB RISER Fl. " CB RISER HOOK CLAMP DETAIL BIRDCAGE GRATE B NOT TO SCALE CATCH BASIN FRAME AND VANED GRATE OR MANHOLE RING AND COVER POLYPROPYLENE STEPS PER CITY OF BUCKLEY DWG. NO. PLMHS 1 J3 BAR HOOP FOR 6' 2 J3 BAR HOOP FOR 12 2 $3 BAR HOOP #3 BAR EACH CORNER #3 BAR EACH SIDE FRAME AND GRATE 6" OR 12' RISER SECTION a V R£OUCING SECTION PRECAST BASE SECTION MEASUREMENT AT THE TOP `µa f THE BASE) - #3 BAR EACH WAY NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 199) &c C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS. 6. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAX. DIAM. OF 28". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 8. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 10. MAX. DE BE 5-0 PTH FROM FINISHED GRADE TO PIPE INVERT SHALL '". 11. EDGE OF REDUCING SECTION OR BRICK SHALL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF CATCH BASIN WALL. JULY 2014 CRT of PUBLIC DWG. NO. �0 UtI WORKS CATCH BASIN TYPE 1-L 4-2 BASIN TYP E 1 L v NOT r0 SCALE NOTES 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate may be installed with the flange up or down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 8-04.3. CATCH BASIN DIMENSIONS N RECTANGULAR ADJUSTMENT SECTION CATCH MIN. MIN. MAXIMUM MINIMUM OR CIRCULAR ADJUSTMENT SECTION BASIN WALL BASE KNOCKOUT DISTANCE DIAMETER THICKNESS THICKNESS SIZE BETWEEN KNOCKOUTS W D• D •°P z 36" 8" Z FLAT SLAG TOP 48" 4" 6" 0 0 • A' 54" 4.5" 8" 42" 8" o }; 6(r 5" 8' 48" 81t © 'A SEE TABLE 72' 6" 8" 60" 12" D, a MORTAR (TYP.) 84" 8" 12" 72" 12" D• 96" 8" 12" 84" 12" ' • D D • . P... ' D • 120' 10" 12" 96" 12" STEPS OR LADDER 144' 12" 12" 108" 12" PIPE ALLOWANCES o CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER �� y BASIN CONCRETE ALL CPSSP SOLID PROFILE ��, ©y WAS& ' DIAMETER METAL WALL WALL �� ��� '� PVC PVC Q ! *Igo. •, D REINFORCING STEEL (TYP.) 48" 24" 30' 24" 30" 30" :"; 12' PIRAVEL PE ZONE B DDItFOR 54' 30" 36" 30" 36" 36" � ,,� O 4A535 w i S •O" RING q .:-,-��- A 60" 36" 42" 36" 42" 42" �X ST A L 72' 42" 54" 4210 48" 48" t aNis SEPARATE BASE INTEGRAL BASE 84' S4" 60" 54" 48'" 48" PRECAST PRECAST WITH RISER (48" - 72" ONLY) 96w 60" 72" 60" 48" 48" CATCH BASIN TYPE 2 120" 66" 84' 60" 48" 481e 144" 7811 96" 60" 48" 4s" STANDARD PLAN B-10.20-01 SHEET 1 OF 1 SHEET Q Corrugated Polyethylene Storm Sewer Pipe (Standard Specification 9-06.20) APPROVED FOR PUBLICATION (g) (Standard Specification 9-05.12(1)) Pasco Bakofich H/ 02-07-12 Cj (Standard Specification 9-05.12(2)) STATE DESIGN ENGINEER DATE AdW Washington State Del;m imMaofw TnsporkMon fro CATCH BASIN TYPE 2 NOT TO SCALE M �co �"Go,o Ll �r v ¢Nn: ri E L 7j' 0 V" Z2 ~i z=moo In M ~ _- N M J Z A N O) 0 a >_ W M z 0 _ 1 /�-� f V U L. O vs 4-J 2 N5 Fu, W N CL V / Q N N f Q t, fu ;LJ _" aJ U. a F- 0 2 oy. N U U PERMIT N0.:16-XXXXX-00-CO CITY OF FEDERAL WAY CITY ENGINEER DATE v w IJ�? Y. �•22JQ0. �O �j I u a¢ y Z J YKItiA In WIi a 0 m 'gOU•j a.'. 2 pCJ `r�Z'S: j w `a�,Wq�'D U K W J N •> (3)o o za) Llw ce .4+ p (ll M o ry U) 0 UJ Y z U H Z om Ua 0 J F-I s •tn m N Ens 11; y a Ln 1-f E b z U SECTION 25, TOWNSHIP 21 NORTH, RANGE 3 E., W.M. l w PROJECT LIMITS .....�. REVISION DATE gY DESIGNED BY: ISSUE DATE: FIRST SUBMITTAL 02-09-18 1 T D R/DMA 02-09-2018 DRAWN BY: JOB NO.: TDR/DMA TENW #5650 APPROVED BY: I I DRAWING FILE NO.: CTB ILLUMINATION POLE SCHEDULE LUM. POLE STREET POLE STATION* OFFSET* MOUNTING ARM VOLTAGE CIRCUIT WATTAGE LUMINAIRE TYPE — POLE TYPE FOUNDATION NUMBER NUMBER HEIGHT LENGTH TYPE DISTRIBUTION 0 SW 356TH ST -- 21 +51.5 26.0' RT 35' 6' 240 A 200 LED LEOTEK GREEN COBRA 6063—T6 TAPERED ROUND ALUMINUM PER FOUNDATION PER FEDERAL WAY GC2-12OF—MV—NW-3--GY-530—SC FEDERAL WAY DRAWING NUMBER 3-39 DRAWING NUMBER 3-39 (D SW 356TH ST EX EX EX EX EX 240 A 200 LED LEOTEK GREEN COBRA EX EX GC2-12OF—MV—NW-3—GY-530—SC * STATIONS/OFFSETS ARE APPROXIMATE. CONTRACTOR SHALL CONFIRM ADJUSTMENTS WITH ENGINEER PRIOR TO IMPLEMENTING. I ILLUMINATION WIRING DIAGRAM ILLUMINATION WIRING SCHEDULE QRACEWAY CONDUIT SIZE ILLUM. #8 EQUIP. GRND. NO. NEW NEW 1 2" SCH40 PVC 2 1 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. EX SERVICE BREAKER SCHEDULE CIRCUIT VOLTAGE BREAKER CONTACTOR MAIN 1201240 200 AMP --- EX ILLUM A 240 2-30AMP 30AMP EX ILLUM B 240 2-30AMP 30AMP CONSTRUCTION NOTES EX 1 2 CONSTRUCT FOUNDATION PER FEDERAL WAY STANDARD DRAWING NO 3-39. FURNISH AND INSTALL LEX SW 356TH ST 1 O LUMINAIRE AND POLE PER FEDERAL WAY STANDARD DRAWING NO.'S 3-39, 3-39A, 3-39B, AND 3-40 AND ILLUMINATION POLE SCHEDULE, THIS SHEET. INSTALL CONCRETE PAD PER CITY OF FEDERAL WAY TO EXISTING DRAWING NO. 3-39A. SERVICE CABINET EXISTING LUMINAIRE POLE TO REMAIN. REPLACE FIXTURE PER ILLUMINATION POLE SCHEDULE, THIS NOT TO SCALE 2 O SHEET. FURNISH AND INSTALL TYPE 1 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10 AND FEDERAL WAY O3 STANDARD DRAWING NO. 3-39A. EX OSPLICE NEW CONDUCTORS TO EXISTING CONDUCTORS WITH CITY APPROVED SPLICE KIT IN EXISTING JUNCTION BOX IN EXISTING JUNCTION BOX. NEW CONDUIT TO EXISTING JUNCTION BOX. REMOVE AND REPLACE SIDEWALK PANELS AS OEXTEND NECESSARY. EX O EXISTING LUMINAIRE POLE AND FIXTURE TO REMAIN. O EXISTING UTILITY POLE MOUNTED FIXTURE TO REMAIN. O8 EXISTING TRAFFIC SIGNAL POLE MOUNTED FIXTURE TO REMAIN. OZ or Z018 TO EXISTING SERVICE CABINET SW 356TH ST STA 35+40 19TENW Transportation Engineering Northwest nsportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Glen DuBreuil Phone: 425-250-0582 CALCULATION SUMMARY TARGE ACTUAL DESIGN CRITERIA CALCULATION AREA AVG. UNIFORMITY MAINTAINED RATIO FOOT CANDLES (A VG. FC/ MIN. FC) 21 ST AVE SW 1.00 3.00:1 (ARTERIAL) 1.47 2.45:1 SW 356TH ST 1.�1.22 (ARTERIAL) 2;7� ILLUMINATION LEGEND EXIST NEW DESCRIPTION JUNCTION BOX TYPE 1,2,8 LIGHT STANDARD CONDUIT/CONDUCTOR SERVICE CABINET O CONSTRUCTION NOTE OLUMINAIRE POLE NUMBER DONOVAN BROTHERS, INC. 1801 West Valley Hwy N, Suite 101 Auburn, WA 98001 253-939-7777 Dave Kessler Dave@dbros.com N 15 60 0 30 90 SCALE IN FEET PERMIT NO. XX—XXXXXX—XX—XX DATE DRAWING NO.: NORTHSHORE HEATED STORAGE IL-01 SHEET NO.: 1 OF ILLUMINATION PLAN 3 SHEETS SECTION 25, TOWNSHIP 21 NORTH, RANGE 3 E., W.M. CITY OF FEDERAL WAY STREET LIGHTING NOTES (REV 07-2017) 1. THE CONTRACTOR SHALL ACQUIRE AN ELECTRICAL PERMIT FROM THE CITY'S BUILDING DEPARTMENT. THE ELECTRICAL PERMIT SHALL BE KEPT IN THE UPPER BAY OF THE SERVICE CABINET. 2. UPON COMPLETION OF UNDERGROUND INSTALLATION OF POWER FROM POWER VAULT OR POLE TO SERVICE CABINET, CONTRACTOR SHALL NOTIFY THE BUILDING DEPARTMENT. UPON FINAL ELECTRICAL PERMIT APPROVAL, THE ELECTRICAL INSPECTOR WILL PLACE AN APPROVAL TAG NEXT TO THE METER BASE SO THAT ELECTRICAL SERVICE CAN BE AUTHORIZED. 3. THE CONTRACTOR SHALL COORDINATE POWER SOURCE AND SERVICE LOCATION WITH THE UTILITY COMPANY. 4. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER (1-800-424-5555) AT LEAST 3 DAYS BEFORE DIGGING. 5. FIELD ADJUST POLE BASES TO BE LEVEL WITH SIDEWALK SURFACE (SEE CITY STANDARD DRAWINGS 3-39A AND 343). 6. LOCATE LIGHT POLES SO THAT THE POLE IS A MINIMUM OF SIX (6) FEET BEHIND THE FACE OF CURB, AND THE LUMINAIRE EXTENDS TWO (2) FEET BEYOND THE FACE OF CURB. LIGHT POLES SHALL NOT BE LOCATED WITHIN THE SIDEWALK. POLE BASES MAY BE LOCATED WITHIN THE SIDEWALK ONLY WITH CITY APPROVAL. 7. JUNCTION BOXES SHALL BE LOCATED BEHIND THE SIDEWALK, AND WITHIN FIVE (5) FEET OF THE POLE. 8. CONDUIT SHALL BE SCHEDULE 80 PVC UNDER ALL STREET AND DRIVEWAY CROSSINGS. SCHEDULE 40 PVC CONDUIT IS ACCEPTABLE UNDER LANDSCAPED AREAS. 9. IMMEDIATELY FOLLOWING FINAL INSPECTION OF THE STREET LIGHT SYSTEM BY KING COUNTY, ALL STREET LIGHT SYSTEM J-BOXES SHALL BE SPOT WELDED SHUT USING A 1" WELD ON OPPOSITE CORNERS. STREET LIGHTING GENERAL NOTES 1. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF FEDERAL WAY STANDARDS AND SPECIFICATIONS AND WSDOT STANDARDS AND SPECIFICATIONS, CURRENT EDITIONS. 3. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF FEDERAL WAY INSPECTOR FOR MATERIALS APPROVAL MINIMUM 3-WEEKS PRIOR TO THE DESIRED APPROVAL DATE. 4. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY OF FEDERAL WAY IMMEDIATELY UPON DAMAGE. 6. EXISTING FEATURES TO REMAIN UNLESS OTHERWISE NOTED. 7. THE CONTRACTOR SHALL CONFIRM THAT 10 FEET CIRCUMFERENTIAL CLEARANCE IS PROVIDED BETWEEN PROPOSED POLES AND OVERHEAD DISTRIBUTION LINES PER WAC 296-155-53408 PRIOR TO EXCAVATING FOR FOUNDATIONS. IF A CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE CITY OF FEDERAL WAY IMMEDIATELY. 8. LIGHT STANDARD FOUNDATIONS SHALL NOT BE EXCAVATED AND POURED BEFORE POLE LOCATIONS ARE APPROVED BY THE CITY OF FEDERAL WAY INSPECTOR. 9. THE CONTRACTOR SHALL CONFIRM THAT EXISTING TREES DO NOT IMPEDE PROPOSED LIGHT FIXTURES AND PRUNE TREES AS NECESSARY. 10. THE CONTRACTOR SHALL COORDINATE WITH THE CITY INSPECTOR TO LIMIT DAMAGE TO EXISTING TREES AND ROOTS AS A RESULT OF THIS WORK. 11. SEE ACCOMPANYING SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS. SPECIAL PROVISIONS SHALL BE CONSIDERED PART OF THIS CONTRACT. C]� FIRST SUBMITTAL DATE BY DESIGNED BY: ISSUE DATE: 02-09-18 TDR/DMA 02-09-2018 DRAWN BY: TDR/DMA APPROVED BY: CTB JOB NO.: TENW #5650 DRAWING FILE NO.: CITY OF FEDERAL WAY GENERAL NOTES (REV 07-2017) 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO PRE -CONSTRUCTION MEETING. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (FWRC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE MOST RECENT VERSION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 3. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 4. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) 5. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 6. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 7. ON -SITE CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040); NORMALLY THIS IS 7:00 A.M. TO 8:00 P.M., MONDAY THROUGH FRIDAY, AND 9:00 A.M. TO 8:00 P.M. ON SATURDAYS. 8. RIGHT-OF-WAY CONSTRUCTION IS ALLOWED 8:30 A.M. TO 3:00 P.M. MONDAY THROUGH FRIDAY. WRITTEN AUTHORIZATION TO WORK OUTSIDE OF THESE HOURS MUST BE GRANTED BY THE PUBLIC WORKS DIRECTOR. 9. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 10. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 11. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. 12. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. 13. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8- CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF -COMPACTED FLOWABLE FILL) AS DEFINED BY WSDOT 2-09.3(1)E. THE AGGREGATE WILL BE 318-INCH MINUS. 14. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. 15. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B) 3. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER? NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 - TRAFFIC CONTROL, SHALL APPLY. 17. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 18. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 19. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. '•�� Why •' �C� Transportation Engineering NorthWest 2. Transportation Planning I Design I Traffic Impact & Operations �'pFc�S7�c.Rc�.•: ��' 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 SS+••....•...•• �G Office (425) 889-6747 /4NAL ti 2018 Project Contact: Glen DuBreuil 0�' Phone: 425-250-0582 02' DONOVAN BROTHERS, INC. 1801 West Valley Hwy N, Suite 101 Auburn, WA 98001 253-939-7777 Dave Kessler Dave@dbros.com PERMIT NO. XX-XXXXXX-XX-XX IM NORTHSHORE HEATED STORAGE ILLUMINATION PLAN - NOTES DRAWING NO.: BE0001 SHEET NO.: 2 OF 3 SHEETS SECTION 25, TOWNSHIP 21 NORTH, RANGE 3 E., W.M. Public '+ corks STREET LIGHT STANDARDS OUTSIDE CITY CENTER Street Classification Pavement Width Lamp Wattage Average Maintained Footcandle Maximum Uniformity Ratio (AVG MIN) Luminaire Mounting Height* Light Ciistrilbution Patterni Maximum Luminaire Spacing Arterial Over 66'. 1.0 3:1 40' M-G Ili Arterial Over 44' 10 3A 35' M-Gilt *. Arterial < 44' 1.0 3 1 35' M-C-TIT: * Principal Collector -5 44' * 0.6 3.1 35' M-C-III Minor Collector. 44' 0.5 41 30' M-G III Local 341 0.4 6.1: 30' M-C:-TII 1. Luminaires shall be LEE} with Correlated Color Temperature (CCT) of 4000K +/- 300K With a single photocell on pole nearest to service cabinet for all circuits. 2. Street lighting standards shall be tapered round aluminum with Davit bracket arm, with 5` radius, 3. Luminaires shall be located at least 6' behind the curb Within the landscape strip, If landscape strip is less than 6, luminaires shall be located behind the sidewalk. (Refer to Standard Detail DWG. No. 3-39A). 4. Luminaire arm length shall provide for a V lamp overhang in front of the curb face. S. All street lighting design plans shall be stamped by a Professional Engineer registered in Washington and approved by City staff, 6, Installation of street lights shall conform to City Standard Details and Specifications'. Use 35 mounting height for streets up to 66 wide, 40' mounting height for streets over 66" wide. * To be designed to meet roadway conditions and design criteria, 02" O.D. ALUM. TUBE i88" WALL ALLOT 6063-T6 SATIN GROUND FINISH MIN. - 8�- r—1 4Y2" 2" N.P:S_ Fr�* SLIPEITTER T 2}= 1/2" 13 N.C. STAINLESS STEEL THRU-BOLTS. 1. L! -1=--NU1TS, AND NYLON -4,Y2" 0. . WASHERS. I 063- T6 ALLMINUM ALLOY SHAFT,: TAPERED EI�0�1�+1. 'Fi" TG 4 `, D:219" WALL THICKNESS$,. SATIN BRUSHED FINISH z; c (i#GTES 1- POLE ASSEMBLIES DESIGNED TO SUPPORT ". LUMINAIRE b 0 SIZE OF 15 SO. FT, E.P.A. AND 60 LBS IN A 90 MPH E, ISOTACH / 120 MPH GUST VELOCITY MAD 2, 4043 FILLER WIRES USED FOR WELDING. . ONLY THE BASE FLANGE WELDS ARE HEAT TREATED_.. . BASE i= LAN6E SHALT, ACCOMODATE 11 " TO 12" BOLT CIRCLE 9 5, (4) 1"- 8 NO STEEL ANCHOR BOLTS ASTM 2" 11Y2" DIA. A 576, AIS"I GRADE 1021-1046, 50,000 BOLT CIRCLE P1 = MIN. YIELD _ MEAN DIA..OF ROD I STOCK 0.908 011 ", OUT OF ROUND TOLERANCE 0.012" ROLLED OR CUT Il THREADS PER A307, CLASS 2A, TOP 10' GALVANIZED PER ASTM A153, COMPLETE #7 REBAR AND WITH (8 1" 8NC _GALVANIZED STEEL HEX 4 HOOP RE"R 0 NUTS (8) 1" GALVANIZED STEEL FLAT 1'-0" CENTERS WASHERS. 1,Y Ya" a- 6 CITY' MAY ACCEPT 'OTHER BEND RADII AND. I DAVIT ARM MOUNTING ANGLES. � AfL (4" x �,. NOMIPiAL) I� - Ar j i NON FLUISH TYPE, COMPLETE : � r �+ o WITH REINFORCING FRAME ALLOY i �,` 356-T6, COVER AND S.S. toce HEX HMI. SCREWS �1 1y4„ 13 NC S.S. 2' SCi I. 4€1 OLT W1 S.S. PVC CONDUIT 4, SPLIT WASHER R" AND S.S. FLAT WASHER CLASS 5 (1Y2) PORTLAND CEMENT CONCRETE (3000 psi ). 3`x 3' SQU ARE S TINT R iA H OR 3' DIAMETER BASE. Flow NOV 2M 4 HAPCO 41 SERIES AND VALMONT RTA POLES MEET THIS STANDARD. O� DWG. N PU BLIC LUMINAIRE POLE O S-3g31 0l REVISION DATE BY DESIGNED BY: ISSUE DATE: FIRST SUBMITTAL 02-09-18 TDR/DMA 02-09-2018 DRAWN BY: JOB NO.: TDR/DMA TENW #5650 APPROVED BY: I (DRAWING FILE NO.: CTB DWG. NO, 3-38 Revised JAN 2017 HAND HE - PI PERTY LINE --- �� JUNCTION BOX SHALL BE SET NEAR OR ADJACENT TO POLE BASE... BUTTON OF Box MUST BE ABLE TO DRAIN. CURB & GUTTER---- JUNCTION BOX SHALL CONFORM FORM' TO WSDOT STD. PLAN J--40.10 (TYPE 1 OR 2) WITH GALVANIZED UD (SEE NOTE, BELOW), J-BOX IN IDEWALK =SHALL HAVE SLIP - RESISTANT COATING PER SECTION 3.6.2 OF THE PUBLIC WORKS DEVELOPMENT STANDARDS - "ILS00" TYPE ULT COPP CRIMP OR APPROVED E 3I EPDXY SPLICE KI —LUMINAIRE POLE. REFER TO DWG. 3-39A FOR PLACEMENT CONCRETE" PAD PER CWG. 3-3 A mm _ ` r 4'F0 z HAND HOLE ON SEC MODEL SIDE OPPOSITE ZS 1- SF APPROACHING FUSE---FNM- .,-7-7 ROME POLE AND BRACKET TRAFFIC 4R APPROVES GABBLE. TWO CONDUCTOR EQUAL AWG #8 STRANDED COPPER , EACH) WIRE, 45 MIL PVC INSULATION, GROUND LUG 95 MIL HMW POLYETHYLENE BELT OR, APPROVED EQUAL, STREET LIGHT OR SIGNAL POLE / ��- BARE STRANDED GROUND ,'11 1 7" T1''P. TO MATCH GAUGE OF F' CONDUCTORS ------------ - r___-,. (. '_ 2" SCHEDULE 40 PVC CONDUIT TO. STREET LIGHTS --A"RE STRANDED GROUND TO v - MATCH GALIQE OF CONDUCTORS � -...-. 2" SCH 40 PVC CONDUIT TO STREET LIGHT (SCH, 80 UNDER STREET AND DRIVEWAY) = BELL END PVC BUSHING NOTE: LID- TQ BE WELDED SHUT AFTER FINAL l( SPECTION W/2 1" LONG WELDS AT OPPOSITE CORNER"S REV. OCT 2014 <X up Fa. N09 -ffd7ft wo K UNIFORM LUMINAIRE I`IRIN DETAIL DWG -40 LUMINAIRE BASE LOCATION DETAIL IN 6' PLANTER STRIP BEHIND SIDEWALK l PLAN I SECTION SECTION LUMINAIRE BASE AND :i-BOX CONCRETE PAD ENCASEMENT DETAIL FOR 6' 2LANTLR, STRIP FOR 4' PLAri �iP (STREET LIOHT Ind' FRONT OF SIDEWALK() (STREET LIGHT BEHIND SIDEWALK) E.XPAQ �i1 T UCH ,T BASE CONCAETE PEA g^�. '- fl`a4a1. 3—.i" ON. "�0, Q 4e':kBP7. CC? —21 APM2("3 ',.. STREET LIGHT POLE BASE PLACEMENT DWG. NCI. PUBLIC AND CONCRETE PAD AROUND WORKS ,J 3-39A -BOXES AND BASES 018 XXXX = SERVICE CABINET LOCATION X NUMBEi BASED UPON A CITY DEFINED COORDINATE SYSTEM X X YY - THE: SERVICE NUMBER, WITH ',ONLY " MOST LOCATIONS HAVING ONE X SERVICE CABINET, THUS NUMBER 1 AA 2 CIRCUIT DESIGNATION DUMBER: y EXAMPLE IS. STREET LIGHT CIRCUIT 10 SL10 y' B8 m POLE NUMBER 'WITH14 CIRCUIT LEADING ZEROS SHALL BE CO TEED ALL NUMBERS/LETTERS` SHALL BE TWO ,Z �2) INCHES HIGH WITH TWO (2) INCH Z VERTICAL SPACING ' ALL NUMBERS/LETTERS SHALL BE 13 PAINTED BLACK ON THE POLE FACE NEAREST THE, STREET, PAINT SHALL BE ,zr'BLACK ALKYD GLOSS CONFORMING TO FEDERAL SPECIFICATION T7-E-489. 2— �I�R" R1 LUMINAIRE POLE NUMBERING 3-39B %9TENW Transportation Engineering NorthWest sportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Glen DuBreuil Phone: 425-250-0582 DONOVAN BROTHERS, INC. 1801 West Valley Hwy N, Suite 101 Auburn, WA 98001 253-939-7777 Dave Kessler Dave@dbros.com PERMIT NO. XX—XXXXXX—XX—XX DATE NORTHSHORE HEATED STORAGE ILLUMINATION PLAN - DETAILS DRAWING NO.: I L-03 SHEET NO.: 3 OF 3 SHEETS e%1rllnr- r'n/1A1-r IIRVIV ��West Elevation Copy 1 3I16" = 1'-0" ~ POSITIVE RED SW 6868 GALVALUME ACRYLIC COATED NEBULOUS WHITE SW 7063 ARGOS SW 7065 MASONRY SPLIT FACE f a -j CITY SCAPE SW 7067 tl, STANDING SEAM METAL ROOF IRON ORE SW 7069 METAL PANEL 4" BOX RIB METAL PANEL RS-7.2 STANLEY LANCE HEAL ARCHITECT 12089 REGISTERED ARCHITECT STANLEY LANCE HEAL STATE OF WASHINGTON WA LIC # 12089 LIC EXP DATE: 4/25/2019 6117 PETE DYE ROAD McKINNEY, TX 75070 P. 856-296-2570 Proffesional Certification. I certify that these documents were prepared or approved by me, and that I am a duly licensed architect under the laws of the State of Washington. PLEASE BE ADVISED: THESE DRAWINGS ARE NOT VALID FOR CONSTRUCTION UNLESS THEY HAVE BEEN SIGNED AND SEALED BY STANLEY LANCE HEAL, ARCHITECT. These pages are confidential. The information is intended for the use by WASATCH STORAGE PARTNERS Project Information FEDERAL WAY SELF STORAGE 21 STAVE & W CAMPUS DRIVE FEDERAL WAY, WASHINGTON BUILDING 1 PRELIMINARY ELEVATION Client W A S A T C H STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UT 84003 P. 801-692-1474 No. I Description ( Date 1 JADDITION OF ROOF ELEMENTS 9/20/2017 Project Number: Issue Date: 9/20/17 Sheet Title RESUBMITTED SEP 2 0 2017 CITY OF FEDERAL WAY COMMUNFTY DEVELOPMENT MATERIAL s Sheet No. AO- 1. 1 STANLEY LANCE HEAL ARCHITECT [� Roof v 24'-0-0" Level 2 11'-off ra Level 1 0'-0" O "° LWI �11 /�I LL( v` 0'-0" STOREFRONT WINDOWS AT OFFICE MASONRY - J SPLIT FACE West Elevation 1 /8" = 1'-0" Roof 24' - 0' rh Level 11,-0' rk _Level %--) 0#-0„ Roof _ 24' - 0" (-& Level 2 1-7 11,-I - Level 1 0-0., n East Elevation v 1 /8" = 1'-011 — PLATFORM WALK TO MASONRY - SPLIT FACE —� ADJACENT BUILDING ROOF BEYOND STANDING SEAM METAL ROOF 12089 REGISTERED ARCHITECT c a STANLEY LANCE HEAL STATE OF WASHINGTON WA LIC # 12089 LIC EXP DATE: 4/25/2019 6117 PETE DYE ROAD McKINNEY, TX 75070 P. 856-296-2570 Proffesional Certification. I certify that these documents were prepared or approved by me, and that I am a duly licensed architect under the laws of the State of Washington. PLEASE BE ADVISED: THESE DRAWINGS ARE NOT VALID FOR CONSTRUCTION UNLESS THEY HAVE BEEN SIGNED AND SEALED BY STANLEY LANCE HEAL, ARCHITECT. These pages are confidential. The information is intended for the use by WASATCH STORAGE PARTNERS Project Information FEDERAL WAY SELF STORAGE 21 ST AVE & W CAMPUS DRIVE FEDERAL WAY, WASHINGTON BUILDING 1 RELIMINARY ELEVATION Client 131 S 700 E, SUITE 102 AMERICAN FORK, UT 84003 P. 801-692-1474 No. IDescription Date 1 JADDITION OF ROOF ELEMENTS 9/20/2017 Project Number: _ Issue Date: 9/20/17 Sheet Title EXTERIOR ELEVATIONS Sheet No. Al -2.1 4 South Elevation 1/8" = 1'-0" 24'-011 SPANDREL GLAZING EXTERIOR LIGHTING STANDING SEAM METAL TRIM BOX RB METAL PANELS METAL ROOF 117 I M=1 0100 ammmimliammm Level 1 0'-011 North Elevation Roof 24' - 0" Level 2 qu 11'-0" Level 1 0'-0" IVI„�7V1Vf1 I — �.71 LI 1 1 /'�Vl� West Elevation MASONRY - SPLIT FACE 1 /8" = 1'-011 I LUII V I % I V I VV/1L1\ IV IV I LEI r-%L_Ld I\V ADJACENT BUILDING � I I ICI III I I � . � I II�IIIi11I11111I11! Level 47 11'-0' rh Level 1 0'-0" 4 South Elevation 1 /8' = 1'-0" METAL DOORS ROOF PARAPET BEYONDEXTERIOR LIGHTING (IIIIIIIIIIIIIII�I(IIIIIIIIIIIIIII� III IIIIlIII1lIlII���IIIIIIIIIIIIIII� III MASONRY - SPLIT FACE RAPET oof 24'-011 ,/AhLevel 2 14— J 11- - o,1 7 Level_ 1 N- 0' - 01' 3, East Elevation 1/8" = 1'-01' METAL CANOPY LOADING SPANDREL GLAZING �� �• �+ . • •.. � IVIi ♦vvI VI � I - VI LI 1 1 /'1l/L STORE FRONT WINDOWS WITH FAUX DOORS BEHIND BOX RIB METAL METAL TRIM - STANDING SEAM METAL ROOF PANELS i STANLEY LANCE HEAL ARCHITECT 12089 REGISTERED y / ARCHITECT ZIY 1 STANLEY LANCE HEAL STATE OF iVASHINg& WA LIC # 12089 LIC EXP DATE: 4/25/2019 6117 PETE DYE ROAD McKINNEY, TX 75070 P. 856-296-2570 Proffesional Certification. I certify that these documents were prepared or approved by me, and that I am a duly licensed architect under the laws of the State of Washington. PLEASE BE ADVISED: THESE DRAWINGS ARE NOT VALID FOR CONSTRUCTION UNLESS THEY HAVE BEEN SIGNED AND SEALED BY STANLEY LANCE HEAL, ARCHITECT. These pages are confid ential. teal. The information is intended for the use by WASATCH STORAGE PARTNERS Project Information FEDERAL WAY SELF STORAGE 21 STAVE & W CAMPUS DRIVE FEDERAL WAY, WASHINGTON BUILDING 2 PRELIMINARY ELEVATIONS Client W A S A T C H STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UT 84003 P. 801-692-1474 No. Description Date 1 ADDITION OF ROOF ELEMENTS 9/20/2017 Project Number: —� Issue Date: 9/20/17 Sheet Title EXTERIOR ELEVATIONS Sheet No. A2-2.1 North Elevation 1/8" = 1'-011 MASONRY - SPLIT FACE 2 West Elevation 1/8" 1 /8 = 1 0 BOX RIB METAL PANELS Roof 24' - 0" — _ Level 2 11'-off — -- Level . _ _1_ A-- _ 0' - oil L1 n, East Elevation 1 /8" = 1'-011 R Ar"TAI-rr,1hA 11 Ar—TAI nA Alrl e, r-%A F-%A 1-%rT 1-%1—N ir1w I� I —.—..— /'iVL 1- L/1 I 1 VI\IVI V V/"%Lf\ 1 V ADJACENT BUILDING _ Roof 24'-0" _ Level 2 0" _ Level..__ _ 1_ � 0'-0'"Z7 Roof � 24'-0" V Level 2 11' - 0" _ Le_vel 1 0' - STANLEY LANCE HEAL ARCHITECT 12,089 REGISTERED ARCHITECT L.EY LANCE HFAi. STATE OF WASHINGTON WA LIC # 12089 LIC EXP DATE: 4/25/2019 6117 PETE DYE ROAD McKINNEY, TX 75070 P. 856-296-2570 Proffesional Certification. I certify that these documents were prepared or approved by me, and that I am a duly licensed architect under the laws of the State of Washington. PLEASE BE ADVISED: THESE DRAWINGS ARE NOT VALID FOR CONSTRUCTION UNLESS THEY HAVE BEEN SIGNED AND SEALED BY STANLEY LANCE HEAL, ARCHITECT. These pages are confidential. The information is intended for the use by WASATCH STORAGE PARTNERS Project Information FEDERAL WAY SELF STORAGE 21 ST AVE & W CAMPUS DR FEDERAL WAY, WASHINGTON BUILDING 3 PRELIMINARY ELEVATIONS Client W A S A T C H STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UT 84003 P. 801-692-1474 No. Description Date 1 Revision 1 Date 1 Project Number: Issue Date: 9/20/17 Sheet Title EXTERIOR ELEVATIONS Sheet No. A311111112.1 C r-�u�rw�ly I uvlL.uJlvv West Elevation 1 /8" = 1'-011 r-\/Tr171/-%m 1 lf' "TIhIr� �Roof 24'-0" Q�ALevel_ 2 �/ ' ' 1 - 011 �Level 1 0'-off South Elevation 1/8" = 1'-011 Roo_. f �. 24' - 011 `J Level 11'-0" Le_vel_1 � 0'-0`' LV/ East Elevation 1 /8" _ 1 1-011 RAI-TAI TI71RA 17 11 X/ 1711M RAI-TAI 1Y1r AW V1'11%1 _.J1 Lit 1 r'lVL L-/\I1 \.11 r11Ix Roof 24' - 0" _Level 2 11'-off _ __Level_ 1__ 0'-off V STANLEY LANCE HEAL ARCHITECT 12089 REGISTERED ARCHITECT STANLEY LANCE HEAL STATE OF WASHINGTON WA LIC # 12089 LIC EXP DATE: 4/25/2019 f It 6117 PETE DYE ROAD McKINNEY, TX 75070 P. 856-296-2570 Proffesional Certification. I certify that these documents were prepared or approved by me, and that I am a duly licensed architect under the laws of the State of Washington. PLEASE BE ADVISED: THESE DRAWINGS ARE NOT VALID FOR CONSTRUCTION UNLESS THEY HAVE BEEN SIGNED AND SEALED BY STANLEY LANCE HEAL, ARCHITECT. These pages are confidential. The information is intended for the use by WASATCH STORAGE PARTNERS Project Information FEDERAL SELF STORAGE 21 ST AVE & W CAMPUS DR FEDERAL WAY, WASHINGTON PROPOSED BUILDING 4 tPRELIMINARY, Client W A S A T C H STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UT 84003 P. 801-692-1474 No. I Description F Date 1 JADDITION OF ROOF ELEMENTS 9/20/2017 Project Number: Issue Date: 9/20/17 Sheet Title Ex ELE Sheet No. A4-2.1 1 2 3 4 5 6 7 8 9 10` 11 12 13 14 1 (CH 0 LO I011 ( J F' FENCE/GATE —= i i Level 1 1 /8" = 1'-0" -- — - - n16 17) (18 20) n2l 22 23J 24 25 JUN 2 0 2017 CITY OF FEDEPAL W.AY COMMUNITY DEVELOPMENT STANLEY LANCE HEAL ARCHITECT 12089 REGISTERED ARCHI ECT LEY LANCE H STATE OF �WASHINGTON WA LIC # 12089 LIC EXP DATE: 4/25/2019 6117 PETE DYE ROAD McKINNEY, TX 75070 P. 856-296-2570 Proffesional Certification. I certify that these documents were prepared or approved by me, and that I am a duly licensed architect under the laws of the State of Washington. PLEASE BE ADVISED: THESE DRAWINGS ARE NOT VALID FOR CONSTRUCTION UNLESS THEY HAVE BEEN SIGNED AND SEALED BY STANLEY LANCE HEAL, ARCHITECT. These pages are confidential. The information is intended for the use by WASATCH STORAGE PARTNERS Project Information FEDERAL WAY SELF STORAGE 21 STAVE & W CAMPUS DRIVE FEDERAL WAY, WASHINGTON PROPOSED BUILDING 1 PRELIMINARY I Client W A S A T C H STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UT 84003 P. 801-692-1474 No. Description Date Project Number: Issue Date: 6/14/2017 Sheet Title FIRST FLOOR UNIT MIX PLAN Sheet No. A1-1.1 C - - p E F H J 5x10 1®x10 11 10x10 1x10 110 1fl1 I 101 1010 1d10 I 10x10 10x10 10x10 10x10 100 10x10 10x 0x 10x10 10x LO I 1 Level 2 1 /8" = 1'-0" 0 U 5 x 1010x10 STANLEY LANCE HEAL ARCHITECT 12089 4 aREGIS7TERED 4 STANLEY LANCE HEAT. STATE OF WASHINGTON WA LIC # 12089 LIC EXP DATE: 4/25/2019 6117 PETE DYE ROAD McKINNEY, TX 75070 P. 856-296-2570 Proffesional Certification. I certify that these documents were prepared or approved by me, and that I am a duly licensed architect under the laws of the State of Washington. PLEASE BE ADVISED: THESE DRAWINGS ARE NOT VALID FOR CONSTRUCTION UNLESS THEY HAVE BEEN SIGNED AND SEALED BY STANLEY LANCE HEAL, ARCHITECT. These pages are confidential. The information is intended for the use by WASATCH STORAGE PARTNERS Project Information FEDERAL WAY SELF STORAGE 21 STAVE & W CAMPUS DRIVE FEDERAL WAY, WAS H I N GTO N PROPOSED BUILDING 1 PRELIMINARY I Client W A S A T C H STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UT 84003 P. 801-692-1474 No. Description Date Project Number: Issue Date: 6/14/2017 Sheet Title BUILDING 1 - SECOND FLOOR UNIT MIX Sheet No. Al-1.2 rh Roof L 24' - 0' rh Level v 11'-0' Level ` 0'-011 South Elevation 1 /8" = 1'-011 r1A r%A 17'1 r-r rY lam\/!'1A Ir1 rVTr-r11/1r1 1 lf1l Ir1Alt' n11 X/ r*11M I A I I A I r1/1I A I r' r"%A r%A r%r-r r%r-\//1w I— ■ArrAI — — I . A \Jr-k I L .r.. 1- 11 1 1 — — . . . — a_. v. —...— , ...._. . IVII— I PlL 1..JVVf1a.7 rRRoof _ v 24'-Oil Leeve1 2 v 11'-Oil Level 1 417 0'-0" oil - East Elevation 1/8" = 1'-0" -- ---- rf-%X/ 1'91r) RACTA I r-N/TC1-)le-% 7 1 1^1 ITId IP'% aArrA 1 — w .--. w STANLEY LANCE HEAL ARCHITECT 12089 REGISTERED AR+CHI CT STANLEY LANCE HEAL STATE OF WASHINOTON WA LIC # 12089 LIC EXP DATE: 4/25/2019 6117 PETE DYE ROAD McKINNEY, TX 75070 P. 856-296-2570 Proffesional Certification. I certify that these documents were prepared or approved by me, and that I am a duly licensed architect under the laws of the State of Washington. PLEASE BE ADVISED: THESE DRAWINGS ARE NOT VALID FOR CONSTRUCTION UNLESS THEY HAVE BEEN SIGNED AND SEALED BY STANLEY LANCE HEAL, ARCHITECT. These pages are confidential. The information is intended for the use by WASATCH STORAGE PARTNERS Project Information FEDERAL WAY SELF STORAGE 21 STAVE & W CAMPUS DRIVE FEDERAL WAY, WASHINGTON W A S A T C H STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UT 84003 P. 801-692-1474 No. Description Date 1 Project Number: Issue Date: 6/14/2017 Sheet Title BUILDING 1 - EXTERIOR ELEVATIONS Sheet No. A 1 -2.2 1 T T 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 O24 O25 F:. — —10x20 10x20e x20 €€` d0 ,D) � 10x20 10x20 I a 0x20 10x2IL 7.5x10 7.5x10 7.5x10 7.5x10 7.5x10 7.5x10 7.5x10 7.5x10 7.5x10 7.5x10 7.5x10 Ln �- STANLEY LANCE HEAL ARCHITECT 12089 REGISTERED STEP ARCHI CT STANLEY LANCE HEAL STATE OF WASHINGTON WA LIC # 12089 LIC EXP DATE: 4/25/2019 6117 PETE DYE ROAD McKINNEY, TX 75070 P. 856-296-2570 Proffesional Certification. I certify that these documents were prepared or approved by me, and that I am a duly licensed architect under the laws of the State of Washington. PLEASE BE ADVISED: THESE DRAWINGS ARE NOT VALID FOR CONSTRUCTION UNLESS THEY HAVE BEEN SIGNED AND SEALED BY STANLEY LANCE HEAL, ARCHITECT. These pages are confidential. The information is intended for the use by WASATCH STORAGE PARTNERS An 1 I Client W A S A T C H STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UT 84003 P. 801-692-1474 No. Description Date Project Number: Issue Date: 614/2017 Sheet Title FLOORFIRST MIX PLAN Sheet No. A2-1.1 (F H STANLEY LANCE HEAL ARCHITECT 12089 REGISTERED ARCHI ECT 7 LEY LANCE H STATE OF WASiIINGTON WA LIC # 12089 LIC EXP DATE: 4/25/2019 6117 PETE DYE ROAD McKINNEY, TX 75070 P. 856-296-2570 1 2 3 4 5 6 7 8 9 10 11 1 13 14 15 16 Proffesional Certification. I certify that 17 18 19 20 21 22 23 24) 25 Y at these documents were prepared or approved by me, and that I am a duly licensed architect under the laws of the State of Washington. i PLEASE BE ADVISED: THESE DRAWINGS ARE NOT VALID FOR CONSTRUCTION UNLESS THEY HAVE BEEN SIGNED AND SEALED BY LEY These se pa sC a eEc on dent al . --------- —-- --- — --- -- The information e _. ormation is intended for the use by WASATCH STORAGE PARTNERS -- -- -- -- - --an- 10x10 10x10 10x10 10x10 10x10 1Ox10 5x10 5x10 5x10 5X10 X T T Ln 10x15 10x15 10x15 10x15 10x15 10x15 10x15 10x15 0 X 10x15 10x15 10x15 10x15 10x15 I�- Level 2 1 /8" = V-0" 10x15 10x15 10x15 Project Information FEDERAL WAY SELF STORAGE 21 STAVE & W CAMPUS DRIVE FEDERAL WAY, WASHINGTON PROPOSED BUILDING 2 tPRELIMINAR' I Client 131 S 700 E, SUITE 102 AMERICAN FORK, UT 84003 P. 801-692-1474 No. Description Date Project Number: Issue Date: 614/2017 Sheet Title SECOND FLOOR UNIT MIX Sheet No. A2-1.2 -h Roof 24' - Leve 11� _ Leve -0 n South Elevation 1 /8" = 1'-0" ---- FXTFRIC)R I IC,HTINC; — Qnv MID RACTAI RAC-rAl Tr'JIRA IVIL-IPIL------ Roof 24'-0" Level 2 11'-0" Level 1 0'-0" West Elevation EXTERIOR LIGHTING BOX RIB METAL METAL TRIM PANELS IVIL- 1PlL VVVf\t7 STANLEY LANCE HEAL ARCHITECT 12089 REGISTERED ARCH ECT l ANLEY LANCE HEAL STATE OF WASHINGTON WA LIC # 12089 LIC EXP DATE: 4/25/2019 6117 PETE DYE ROAD McKINNEY, TX 75070 P. 856-296-2570 Proffesional Certification. I certify that these documents were prepared or approved by me, and that I am a duly licensed architect under the laws of the State of Washington. PLEASE BE ADVISED: THESE DRAWINGS ARE NOT VALID FOR CONSTRUCTION UNLESS THEY HAVE BEEN SIGNED AND SEALED BY STANLEY LANCE HEAL, ARCHITECT. These pages are confidential. The information is intended for the use by WASATCH STORAGE PARTNERS Project Information FEDERAL WAY SELF STORAGE 21STAVE &" CAMPUS DRIVI FEDERAL WAIY WAS H I N GTO N PROPOSED BUILDING 2 (PRELIMINAR Client W A S A T C H STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UT 84003 P. 801-692-1474 No. Description Date Project Number: Issue Date: 614/2017 Sheet Title EXTERIOR ELEVATIONS Sheet No. A2-2.2 STANLEY LANCE HEAL ARCHITECT 12089 REGISTERED .ARCH ECT !7 STANLEY LANCE HEAL STATE OF WASHTNGTON 1 2 3 4) 5 6 7 12 13 14 15 16 17 18 19 20 21 22 23 (24 25 26 250' - 0° WA LIC # 12089 --- LIC EXP DATE: 9/25/2019 6117 PETE DYE ROAD McKINNEY, TX 75070 P. 856-296-2570 Proffesional Certification. I certify that these documents were prepared or approved by me, and that I am a duly licensed architect under the laws of the State of Washington. PLEASE BE ADVISED: THESE DRAWINGS ARE NOT - -.- - -- - VALID FOR CONSTRUCTION UNLESS THEY HAVE BEEN - SIGNED AND SEALED BY STANLEY LANCE HEAL, ARCHITECT. 1 0 x 1 5 1 0 x 1 5 These pages are confidential. The information is intended for the use by TWASATCH STORAGE PARTNERS _5x10 5x_10 _5x_10 -5x_10 -_ 5x10 5x10_ 5x_12_ 10x20 _ _ -10x20 10x20 __ 10x20_ _ 1.0x20 10_x20 _ 10x_20_ 10x20 - -- _, 1Level 1 --- --- ----- �1 /811 = 1'-011 Project Information FEDERAL WAY SELF STORAGE 21 ST AVE & W CAMPUS DR FEDERAL WAY, WASHINGTON PROPOSED BUILDING 3 PRELIMINARY I Client W A S A T C H STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UT 84003 P. 801-692-1474 No. Description Date Project Number: Issue Date: 6/14/2017 Sheet Title FIRST FLOOR UNIT MIX PLAN Sheet No. A3-1,1 CA Y \fir — Level 2 1 /8" = V-0" 1 I 2 3 4 5\6 7 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 I I I I I I I I 10x 15 10x15 10x15 lox-15-- 7.5 x 10 7.5x10 7.5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10 — — � LO 7.5 x 10 7.5 x 10 �-- = 7.5 x 10 , — 10 x 10 10 x 10 STANLEY LANCE HEAL ARCHITECT 12089 REGISTERED ARCH ECT LEY LANCE H STATE OF WASHINGTON WA LIC # 12089 LIC EXP DATE: 4/25/2019 6117 PETE DYE ROAD McKINNEY, TX 75070 P. 856-296-2570 Proffesional Certification. I certify that these documents were prepared or approved by me, and that I am a duly licensed architect under the laws of the State of Washington. PLEASE BE ADVISED: THESE DRAWINGS ARE NOT VALID FOR CONSTRUCTION UNLESS THEY HAVE BEEN SIGNED AND SEALED BY STANLEY LANCE HEAL, ARCHITECT. These pages are confidential. The information is intended for the use by WASATCH STORAGE PARTNERS Project Information FEDERAL WAY SELF STORAGE 21 ST AVE & W CAMPUS DR FEDERAL WAY, WASH I NGTON PROPOSED BUILDING 3 PRELIMINARY Client W A S A T C H STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UT 84003 P. 801-692-1474 No. I Description I Date Project Number: Issue Date: 6/14/2017 Sheet Title SECOND FLOOR UNIT MIX Sheet No. A3-1.2 I1ArTAI Tr]111A 11AC17A1 MAAIM C IVI/10VIV1\ 1 — Vf LI I 1 lll�L 2 East Elevation CVTCrfIP1r1 I It -%I ITILIn 24'-0" _Le_vel2 � 11' - 0" ' _ _Level 1 7F STANLEY LANCE HEAL ARCHITECT 12089 REGISTERED ARCH ECT LEY LANCE H STATE OF WASEINW T4N WA LIC # 12089 LIC EXP DATE: 4/25/2019 6117 PETE DYE ROAD McKINNEY, TX 75070 P. 856-296-2570 Proffesional Certification. I certify that these documents were prepared or approved by me, and that I am a duly licensed architect under the laws of the State of Washington. PLEASE BE ADVISED: THESE DRAWINGS ARE NOT VALID FOR CONSTRUCTION UNLESS THEY HAVE BEEN SIGNED AND SEALED BY STANLEY LANCE HEAL, ARCHITECT. These pages are confidential. The information is intended for the use by WASATCH STORAGE PARTNERS Project Information FEDERAL WAY SELF STORAGE 21 ST AVE & W CAMPUS DR FEDERAL WAY, WASHINGTON PROPOSED BUILDING 3 (PRELIMINAR Client W A S A T C H STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UT 84003 P. 801-692-1474 No. Description Date Project Number: Issue Date: 6/14/2017 Sheet Title EXTERIOR ELEVATIONS Sheet No. A3-2.2 1 2 3 4 5 Level 2 1 /8" = 1'-0" Q Q 0 0 7.5 x 10 0 L,J 0 12 13 14 Q 0 i i 0 250' - 0" STANLEY LANCE HEAL ARCHITECT 12089 REGISTERED ARCH ECT ANLEY LANCE H STATE OF WASHINGTON WA LIC # 12089 LIC EXP DATE: 4/25/2019 6117 PETE DYE ROAD McKINNEY, TX 75070 P. 856-296-2570 Proffesional Certification. I certify that these documents were prepared or approved by me, and that I am a duly licensed architect under the laws of the State of Washington. PLEASE BE ADVISED: THESE DRAWINGS ARE NOT VALID FOR CONSTRUCTION UNLESS THEY HAVE BEEN SIGNED AND SEALED BY STANLEY LANCE HEAL, ARCHITECT. These pages are confidential. The information is intended for the use by WASATCH STORAGE PARTNERS Project Information FEDERAL WAY SELF STORAGE 21 ST AVE & W CAMPUS DR FEDERAL WAY, WASHINGTON PROPOSED BUILDING 4 PRELIMINARY I Client W A S A T C H STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UT 84003 P. 801-692-1474 No. Description Date Project Number: Issue Date: 6/14/2017 Sheet Title FLOOR MIX Sheet No. A4-1.2 Roof 24' - Oil 2 Level 2 1'=0" Level 1 0'-0" 1 ` East Elevation 1 /8" = 1'-0" MIM RACTA1 r:xTPRInR I lr,HTINc - METAL TRIM IWAOUNM T - Jr'LI I r!-%%-.u-- _ Roof � 24' - 0" V _Level Level1 0'-0" V STANLEY LANCE HEAL ARCHITECT 12089 REGISTERED ARCHI CT Iv7 STANLEY LANCE HEAL STATE OF WASHINGTON WA LIC # 12089 LIC EXP DATE: 4/25/2019 6117 PETE DYE ROAD McKINNEY, TX 75070 P. 856-296-2570 Proffesional Certification. I certify that these documents were prepared or approved by me, and that I am a duly licensed architect under the laws of the State of Washington. PLEASE BE ADVISED: THESE DRAWINGS ARE NOT VALID FOR CONSTRUCTION UNLESS THEY HAVE BEEN SIGNED AND SEALED BY STANLEY LANCE HEAL, ARCHITECT. These pages are confidential. The information is intended for the use by WASATCH STORAGE PARTNERS Project Information FEDERAL WAY SELF STORAGE 21 ST AVE & W CAMPUS DR FEDERAL WAY, WAS H I N GTO N PROPOSED BUILDING 4 {PRELIMINARY'o Client W A S A T C H STORAGE PARTNERS 131 S 700 E, SUITE 102 AMERICAN FORK, UT 84003 P. 801-692-1474 No. Description Date Project Number: Issue Date: 6/14/2017 Sheet Title EXTERIOR ELEVATIONS Sheet No. A4-2.2 x U13 O CO CO L4 m 0 21ST AVE- s.W. (WaDyH VARaES) ___�__ -- G -__ - — — — — — _- -_ — — — — — — — — — — — — Q, ILI, C1, c. -.A CA A Q CA c 0 CA _A _A 10 cA �j CA CA CA r,�I CA CA .............. r CA . .... ...... 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