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16-102945 (2)
A�kCITY OF Federal November 22, 2016 Brandon Smith Dutch Bros. Coffee 300 North Valley Drive Grants Pass, OR 97526 l FILE Way ralWa , Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway. com Jim Ferrell, Mayor Emailed: bl•andon.smi[lI:`ri-tiLitclrbrpS.com RE: File #16-102945-00-UP; PROCESS I DIRECTOR'S APPROVAL' Dutch Bros. Coffee, 27525 Pacific Highway South, Federal Way (Parcel: 332204-9220) Dear Mr. Smith: The Community Development Department is in receipt of your Process I Master Land Use (MLU) application for a proposed Dutch Brothers Coffee. The department hereby grants Use Process I application approval with conditions pursuant to conclusions based on findings made by the department's Planning Division. The plan -set date stamped received October 24, 2016, and Sheets L101 and Cl date stamped November 18, 2016, are the approved Use Process I drawing set. Please be advised, work cannot begin until you receive building permit approval. FINDINGS OF FACT 1. Proposal — The applicant proposes to remodel an existing vacated 760 sf espresso stand with one drive -through lane and the following site improvements: + New screened garbage enclosure, with appropriate landscape screening; • Pavement directional signage; • Building facade improvements and branding; • New perimeter buffer and parking lot landscaping (replacement and enhancements); • Restriped parking spaces; • Outdoor waste receptacle and bike rack; and, • Delineated pedestrian connection. The existing Wells Fargo ATM whose drive -through lane abuts the proposed Dutch Bros. will remain operating. 2. Comprehensive Plan & Zoning Designation —The zoning district and Federal Way Comprehensive Plan designation is Community Business (BC). The espresso stand considered, a fast food restaurant use, is permitted in the BC (Community Business) zoning district under Use Zone Chart FWRC 19.220.020 `Entertainment.' 3. Envil'oninenlal Review — The proposed improvements are exempt from environmental review. No new buildings, additional square footage, or parking stalls are proposed. Stalls in the rear are proposed to be re -striped from angles to 90 degrees. Therefore, the improvements are consistent with Mr. B. Smith November 22.2016 Page 2 of 4 the State Environmental Policy Act (SEPA) definition of "minor new construction" as adopted in the city's flexible threshold exemptions in FWRC 14.15.030(l)(c). 4. Drive -Through — The Public Works Traffic Division approves the proposed access to and from (i.e. car stacking) the revised drive -through facilities pursuant to FWRC 19.220.020, Note 3. The proposal will not block traffic onto Pacific Highway South, nor unreasonably interfere with on -site traffic flow by blocking parking spaces or other access points. 5. Height, Setbacks, and Lot Coverage — The proposal meets the height, setback, and lot coverage requirements of the BC zone pursuant to Use Zone Chart FWRC 19.220.020 `Entertainment.' Landscaping and Tree and Vegetation Retention — Pursuant to FWRC 19.105.100, the proposal was `required to repair and/or restore the existing improvements on the site to a condition as near as physically possible to the condition required under the approval(s) of the existing development.' The existing espresso -stand building was vacant for greater than one consecutive 12-month period at the time of land use submittal, and site repairs are required under this decision. The applicant provided additional landscaping within the existing perimeter buffers (infill trees, shrubs, and living groundcover), replacing those dead and diseased depicted on the approved landscape plan (Sheet L101). Parking —The subject property, as a `fast food' use, requires 1 parking space per 80 square feet of gross floor area. Ten spaces are required (760 - 80 = 10 spaces [9.5 spaces]). The applicant has provided 14 spaces - exceeding the minimum. The existing parking lot configuration also complies with the proposal (see Item #10). Non-Confortning Development — The applicant's proposal will not trigger compliance or correction of non -conformances pursuant to FWRC 19.30.090(1)(a) `Nonconforming development.' The applicant will not exceed 25 percent of the gross floor area or add 2,500 square feet of new gross floor area. However, all new site improvements, required repair of site improvement repairs, new trash enclosure, and facade improvements must comply with the codes in effect at the time of the land use application submittal. Recycling and Solid Waste— The proposal complies with the provisions found in FWRC 19.125.150 `Garbage and recycling receptacles — Placement and screening.' The proposal enhances the landscape buffering/perimeter landscape buffer with new planting pursuant to Figure 1- FWRC 19.125.040(4). Enclosure materials complement the primary structure and the gate width is adequate for service provider access. As a general commercial use the proposal provides approximately 128 square feet of storage space for recycling and solid waste. 10. Community Design Guidelines — The project complies with the Community Design Guidelines of FWRC Chapter 19.115, and specifically BC zoning district divisions in FWRC 19.115. 090. The proposal provides a delineated stamped 6 ft. pedestrian pathway frorn the intersection at Pacific Hwy South to the stand entrance. These illustrate site design and enhancements to the non -conforming development: Lighting— The applicant performed an in -person light meter assessment pursuant to FWRC 19.115 (7)(a)(ii) and FWRC 19.1 15.410(2)(a)-(d) 'Crime Prevention Through Environmental Design' (OPTED) principles. Foot candles along the pedestrian path are 0.98, and the approved I6-102945-00-LIP Doc I D 7.3958 Mr. B. Smith November 22. 2016 Page 3 of 4 plan set notes the avoidance of site lighting obstruction by maintaining site landscaping and vegetation. • Site design (site circulation) — Staff have reviewed site circulation and the proposal complies with the surface parking lots provisions under FWRC 19.115.050(2)(a)-(e). CONCLUSIONS Various sections of the zoning and development code indicate that certain developments, activities, or uses are permitted only if approved using Process I — Director's Approval. Based on the findings below, the proposed improvements to the developed site meet the following Process 1 approval criteria and land use review thresholds of Federal Way Revised Code (FWRC) 19.15.030 and 19.55.020: 1. The proposed improvements are consistent with applicable chapters of FWRC Title 19 including, but not limited to: Permits and Review Processes; Process I — Director's Approval; Community Design Guidelines and Community Business (BC). 2. The health, safety, and welfare of the citizens of the city are preserved. 3. The proposal is a `minor new construction' exempt from SEPA review per the City's flexible thresholds. 4. Required site improvements apply per FWRC 19.105. BUILDING PERMIT ISSUANCE REQUIRED A building permit is required prior to any improvements. No work may begin until the building permit is issued. Please contact the Permit Center at 253-835-2607 or pennitcenter@cityoffederalway. corn, if you have any questions regarding building or sign permits. BUSINESS LICENSE ISSUANCE REQUIRED The applicant shall apply for a business license through the City of Federal Way Finance Department prior to opening. Please contact 253-835-2506. APPEALS The effective date of this decision is November 25, 2016, or three days from the date of this letter. Pursuant to FWRC 19.55.050, any person who commented on the application or requests a copy of this administrative decision may appeal the decision to the Federal Way Hearing Examiner within 14 calendar days after issue, by December 9, 2016. Any appeal must be in the form of a letter delivered to the Community Development Department with the established fee. The appeal letter must contain a clear reference to the matter being appealed and a statement of the alleged errors in the Director's decision, including the identification of specific findings and conclusions made by the Director disputed by the person filing. However, in that you are the only party of record, your appeal period is waived (assuming you do not wish to appeal this decision). Waiver of the right to appeal does not affect the effective date of this decision. APPROVAL DURATION Unless modified or appealed, the Process I decision is valid for one year from the date of issuance of the decision. A one-year time extension 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 one-year time period or the land use decision becomes void. 1 G-102945-00-U P Doc. I.D. 73958 Mr. B. Smith November 22, 2016 Page 4 of 4 CLOSING This land use decision does not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. This Process I approval does not constitute approval of the building permit or business license. If you have any questions regarding this decision, please contact Associate Planner Leila Willoughby -Oakes, 253-835-2644, or leila.willoughby- oakes@cityoffederalway.com. Sincerely, Brian Davis Community Development Director enc: Use Process Approved Plan -Set c: Leila Willoughby -Oakes. Associate Planner Sarady Long, Senior Transportation Planning Engineer Kevin Peterson. Engineering Plans Examiner Brian Asbury. Lakehaven Water and Sewer District Dutch Bros Growth: Email:=rowth0.dutchhrosxom 10-101945-00-UP Doc LD 73958 CITY OF CITY HALL 33325 8th Avenue South -r Federal Way Federal Way, WA 3) 835-6325 7000 (253) 835-7000 www. cityoffederalway.. com Jim Ferrell, Mayor Mr. Brandon Smith November 9, 2016 Dutch Brothers Coffee LE 300 North Valley Drive F1 Grants Pass, OR 97526 brnndon with dutch sx Re: File #16-102945-00-UP; TECHNICAL REVIEW LETTER #2 Dutch Brothers Coffee -Stand, 27525 Pacific Highway South, Federal Way, WA Dear Mr. Smith: The City is in receipt of your June 16, 2016, Use Process I application and October 24, 2016, resubmtttd. ADDITIONAL INFORMATION REQUESTED Please address the following items and contact the staff member listed for further questions. Leila Willoughby -Oakes, Planning Division, Leila. Willoughby OakesCcityoffedetalwr�y.cQm, 253-835-2644 1. Sheet C1 & L101 — If the stacking lanes are at capacity, the drive -through circulation appears to block seven parking spaces along the northern boundary of the parcel. Per Federal 11/ay Revised Code (FWRC) 19.115.050(2)(b), vehicle turning movements should be minimized. Please adjust the stacking lane configuration to minimize conflicts and see the Traffic Division marked up schematic. Sarady Long, Senior Transportation Planning Engineer, Sara- .Lan ci offederalwa .com 235-835-2743 2. On the resubmitted drawings, it appears that the site will only provide storage for two cars from the pre - order window. The rest of the remaining queues will either interfere with the through traffic or block on - site parking stalls. Please revise the site layout to provide at least eight cars from the ordering window. The applicant should utilize the space between the existing building to the south. See the enclosed drawing. CLOSING Please a revise Sheets C1 and L101 and resubmit three copies of the plan -set with the enclosed project resubmitta sheet. If an applicant fails to provide additional information to the city, pursuant to FWRC 19.15.050, within 180 days of being notified that such information is required, the application will be deemed null and void and the city shall have no duty to process, review, or issue any decisions with respect to such an application. Sincerely, Leila Willoughby -Oakes Associate Planner enc: Project Resubmittal Form Traffic Division Drive-Thru Mark -Ups c: Sarady Long, Senior Transportation Planning Engineer Vince Faranda, South King Fire & Rescue File #I6-102945-00-UP Doc. I.D. 74959 ml f F CITY OF t Federal Way July 26, 2016 F_ L Fn CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederahvay.com Jim Ferrell, Mayor Brandon Smith Email: brandon�tlldutchb�os.com Dutch Bros Coffee 300 North Valley Dr. Grants Pass, OR 97526 RE: Permit #16-102945-00-UP; UPI TECHNICAL REVIEW COMMENTS Dutch Brothers Coffee -Stand (North), 27525 Pacific Hwy S., Federal Way Dear Mr. Smith: The City is in receipt of your June 16, 2016, Use Process I application. The applicant proposes to remodel an existing building with a 760 sf vacant former espresso stand with one drive -through lane and a garbage enclosure. The proposal includes fagade improvements, new roofing, signage and the repair of site improvements. The previous `fast food' use ceased for more than one -consecutive 12-month period. A drive -through Wells Fargo banking machine on the subject property has remained in operation and the applicant proposes to operate both uses in the subject property. The applicant previously scheduled a preapplication for site development and cancelled the development review committee meeting. Staff provided the applicant with a copy of the preapplication letter on June 16, 2016. ADDITIONAL INFORMATION REQUESTED The following items are based on the initial technical review of the Use Process I application. Please contact the staff member listed for further questions. Leila Willoughby -Oakes, Planning, 253-835-2644, Leila. i,Yillott-lebv-Oake w,ci a eclerrtl►va .cons 1. Walkway — The proposal includes a striped pedestrian walkway from the building to the intersection. Per the preapplication letter provided during submittal to Aaron Potter, all pedestrian pathways shall be clearly delineated by a separate paved route using variation in color and texture. Approved methods of delineation include: stone, brick or granite pavers or exposed aggregate; striping is not accepted as a form of delineation. 2. Landscaping/Repair of Site Improvements — The existing building was approved under a previous Use Process III application. The city has included technical review comments from 2008. The former fast food use has ceased for more than one consecutive 12—month period. Accordingly, the site shall be restored to a condition as near as physically possible to the condition required under the original approval, pursuant to FWRC 19.105.110 `Repair of Site Improvements,' by completing the following: • Re -installing Type III landscaping along the perimeter of the property (east, west, & south sides); the applicant proposes some replacement and slight maintenance only. Type III landscaping shall contain evergreen and deciduous trees with large shrubs and ground cover. There are no large shrubs, mulch for evaporation, or sufficient evergreen and deciduous trees interspersed Mr. Smith July 26, 2016 Page 2 of 4 throughout the perimeter landscaping. The proposed replanting information is insufficient for review. Plans state, "This sheet, irrigation, planting details, etc. by others." The current application shall contain this information. o Indicate standards at planting on the plans: Evergreen minimum of 6 feet at planting; Deciduous a caliper of 1.5 inches at planting; Shrubs at least 24 inches measured from the top of the shrub to the ground. o Provide plant size, type and quantity on plans. o Indicate irrigation system in plans. o Replacing dead/dying plants in the landscape island. • Provide the number of tree units on the site. The proposal shall maintain 20 tree units/acre (see Tree Calculation Sheet enclosed) per FWRC 19.120.130 `Tree and vegetation standards'. • Add notes to the land use and building permit plans requiring full site repairs. The applicant shall restripe parking stalls including ADA spaces, repair cracked curbing, fill in pavement cracks to the original condition and provide clear delineated pavement and directional signage for the drive -through (FWRC 19.115.050 [2]) within the surface parking lot limiting vehicle turning movements. 3. Opening Day Traffic —Please contact Lieutenant Kurt Schwan at 253-835-6700 or Kurt.Schwan@—cityoffederalway.com to discuss Dutch Brothers opening day activities. 4. Bike Rack/Garbage — Please provide one bike rack and outdoor garbage can. 5. Lighting — Please provide additional information on existing site lighting per FWRC 19.115.050(7). Lighting shall be provided in all loading, storage, and circulation areas but shall incorporate cut-off shields to prevent off -site glare. 6. Garbage Enclosure — Please provide detailed enclosure elevations of the area, capacity and screening. Federal Way Revised Code (FWRC) 19.125.150 regulates garbage and recycling storage facilities and the following standards apply; please revise the plans: a. Shall be screened per FWRC 19.125.010; with a 100 percent site obscuring screen and landscape buffer around the perimeter (FWRC 19.125.040[4]). b. Storage areas should be consistent with the primary building architecture. c. The enclosure shall be accessible by trucks. d. Recycling shall be provided. e. Gate openings shall be 12 feet wide if garbage or recycling drop boxes are used. f. Enclosures shall have weather protection/a container cover. Please see Brian Asbury's comments if applicable for further information. 7. Sign Permits — Signs are reviewed under a separate application. Please contact a Development Specialist at 253-835-2607 regarding Sign Permit application. 8. Commercial Building Permit —The applicant shall apply for a building permit. Please contact the Permit Center at permit.centert@,,cityoffederahvay.com or 253-835-2607 for submittal requirements. 9. Planning Final Inspection —Building occupancy is subject to a final Planning Division inspection; to schedule an inspection contact 253-835-2644 or 253-835-2607. 1 G-102945-UP Doc, I. D. 73995 r Mr. Smith July 26, 2016 Page 3 of 4 10. Business License — The applicant shall apply for a business license with the City of Federal Way Finance Department. Rob Van Orsow, Solid Waste & Recycling Coordinator, 253-835-2770 1. Please widen gate (hinges near the sides of the enclosure) to achieve easier access. 2. At about 12' wide by 8' deep, the enclosure size will be a little tight for `side by side' dumpsters. The business is compact enough that they should be able to use toters/carts for service (for example, set up service with coffee grounds to compost/yard waste, cardboard/cans to recycle, and the rest of the garbage to garbage). The way rates are structured, Dutch Bros. should save by putting in the cart - based compost service vs. using a dumpster. A 96-gallon cart picked up twice per week = approx. 1 cubic yard. That would cost under $22/mo. — compared to a 1 cubic yard dumpster (for garbage) at over $100/mo. 3. Please consider cart -based compostables. The City of Federal Way staff can help train coffee -shop staff. Contact the City of Federal Way, Solid Waste and Recycling Division, Public Works at 253- 835-2770 to schedule an apointment. Dutch Brothers would receive two 96 gallon carts for recycling at no additional charge with the garbage service they order. Sarady Long, Senior Transportation Planning Engineer, Srrradv.Lo►i�a),cityoffederrrlivtrr.cunr 1. The drive-thru storage should be designed to accommodate the 85th percentile queues. Please provide a minimum of 8 cars length and up to 13 depending on the site and internal parking configuration. For the subject property, an 8-car length is appropriate. Please provide a queuing analysis to the traffic division. 2. Please provide more defined space at the intersection by extending the curbing into the site. This will also provide more storage for the west leg of the intersection. Vince Faranda, South King Fire, vince� frrrttnrlresotdlrki►zfire.o No comments. CLOSING Use Process I applications are deemed complete at the time of submittal. Please provide a revised site plan and landscaping plan with a project resubmittal sheet. If an applicant fails to provide additional information to the City pursuant to FWRC 19.15.050 within 180 days of being notified that such information is required, the application will be deemed null and void and the City shall have no duty to process, review or issue any decisions with respect to such an application. When submitting the requested information, please provide five (5) copies of the revised drawing and a letter addressing each review comment. Sincerely, i eila Willoughby-0 Associate Planner Willoughby -Oa Doe, 1-D. 73995 16-102945-UP Mr. Smith July 26, 2016 Page 4 of 4 enc: Project Resubmittal Form Tree Unit Requirements Handout Solid Waste & Recycling Design Requirements 2009 Technical Review Comments Sarady Long, Senior Traffic Planning Engineer Kevin Peterson, Engineering Plans Reviewer Peter Lawrence, Plans Examiner Brian Asbury, Lakehaven Utility District Aaron Potter, Regional Real Estate Project Manager; Email: aaron.potlarCdutchbros.com Zach Stokes, ZCS Engineering Inc., Email: zachs ei1gseneineerinr.com FCM 2 LLC, Email: edr.ldaarchitects.com (Owner) . I6-102945-UP Doc ] D. 73995 . October 20, 2016 RESUBMI��-D Leila Willoughby -Oakes 2 4 701S Associate Planner OCT: 33325 8th Avenue South N gF FEDERAL WAY Federal Way, WA 98003 CDs RE: Permit #16-102945-00-UP - Dutch Bros Response to Technical Review Comments (7/26/16) and conversation summary email (8/1/16) Mrs. Willoughby -Oakes, Attached is our resubmittal package for the above referenced project. Below are our responses to your comments from the initial technical review and your clarification email that followed. Both documents are included in this package for reference. TECHNICAL REVIEW COMMENTS (7/26/16) Planning 1. Walkway —Stamped asphalt included. See note #10 on sheet C1. 2. Landscaping/Repair of Site Improvements — Landscaping plan is included. See sheet L101, L201, and L301. 3. Opening Day Traffic — Noted. Dutch Bros will contact Lieutenant Schwan at least 30 days prior to grand opening to discuss plans 4. Bike Rack/Garbage — Bike rack and trash can are provided for customers at front of stand. See sheet C1. 5. Lighting — Existing site lighting levels were measured. Improvements are proposed to address deficient areas (primarily near the new trash enclosure and pedestrian walkways. See "Lighting Notes" on sheet C1. 6. Garbage Enclosure —Additional trash enclosure details have been provided meeting City code requirements. See sheet A4. 7. Sign Permits —Noted 8. Commercial Building Permits — Noted. 9. Planning Final Inspection —Noted 10. Business License — Noted. Solid Waste and Recycling Coordinator 1. Gate width —Gate width has been increased to 14'4". See sheet A4. 2. Enclosure size —Enclosure size has been increased to 16'x8' (inside clear dimensions). See sheet A4. 3. Cart based compostables —Noted Dutch Bros is open to using cart -based compostables and appreciates the training offered. Traffic 1 1. Queuing analysis —We have included a queuing study from a very similar location in Elk Grove, CA. The study was completed by KD Anderson & Associates, Inc. in January of 2016. The 85tn percentile exceedance was determined to be 10 vehicles (see Table 6, page 10 of study). We have provided stacking for 12 vehicles in a dedicated stacking lane. We are proposing striping to prohibit stacking where the stacking lane crosses the deeded access for pass -through traffic on the site. We understand that maintaining this clear area will be crucial for providing safe and timely flow of traffic across the site. Dutch Bros staff will be trained to work with our customers to maintain this clear space. See sheet C1. 2. Intersection definition —Additional curbing has been incorporated. See note #5 on sheet C1. We did not extend the curb any farther due to the movement required for vehicles leaving the existing Wells Fargo ATM onsite. A deeper throat at the intersection would create a right turn with a radius that is too tight for those users. CLARIFICATION EMAIL FROM MRS. WILLOUGHBY-OAKES (8/1/16) 1. Pavement stamping —See "Planning" note #1 above. 2. Asphalt repairs — Dutch Bros will repair two existing asphalt potholes onsite. See note #20 on sheet C4. 3. Traffic — See "Traffic" note #1 above. 4. Landscaping improvements in lieu of site visit for site feature repairs —See "Planning" note #2 above. 5. Trash enclosure —See "Planning" note #6 above. 6. Irrigation —See Landscape plans for irrigation plans (including plant establishment watering plan). 7. Landscaping plan —See "Planning" note #2 above. 8. Site lighting at trash enclosure —See "Planning" note #5 above. We believe that we have satisfactorily address all comments/request from staff. Please let us know if there is any other info needed or if we can provided clarification. Sincerely, �r r Brandon Smith, PE Project Manager Dutch Bros Coffee 2 i� T'f 9 T'i J 0W. Transportation Engineers RESUE MIRED January 11, 2016 OCT•2 4 2016 Mr. Kyle Garrett CITY OF DUTCH BROTHERS COFFEE FEDERAL WAY 8757 Tom Thumb Court Elk Grove, CA 95624 RE. SITE EVALUATION — SHELDON ROAD CROSSING RETAIL CENTER, ELK GROVE, CALIFORNIA Dear Mr. Garrett: KD Anderson & Associates, Inc. has completed our analysis for the proposed Dutch Brothers Coffee Kiosk to be located in the Sheldon Crossing retail center in the Elk Grove. The site is located in the northwest quadrant of the Sheldon Road / Elk Grove -Florin Road intersection. The purpose of this analysis was to determine expected queuing for the kiosk and whether the anticipated traffic can be accommodated without interfering with on -site traffic flow. Additionally, inbound left turn queues from eastbound Sheldon Road was evaluated to determine whether the left turn lane capacity could be exhausted by the project. Based on our discussion with City of Elk Grove staff the a.m. and p.m. peak hours were evaluated. Proposed Proiect The proposed project is an 800 square foot Dutch Brothers coffee kiosk that will be constructed in the existing Sheldon Crossing retail center. While the center is located along the periphery of the north and west sides of the site, the kiosk will stand alone in the southeast quadrant, adjacent to the Sheldon Road / Elk Grove -Florin Road intersection. Its location is shown in Figure 1 while the site plan is illustrated in Figure 2. Review of Similar Sites Three Dutch Brothers sites were surveyed in the Sacramento area to identify typical characteristics of Dutch Brothers kiosks. The three sites surveyed are described below: 7445 Madison Avenue Citrus Hei hts — This kiosk is located within a neighborhood commercial shopping center in the city of Citrus Heights and is about 400 square feet. This site is located along Madison Avenue about 400 feet east of San Juan Avenue. Madison Avenue is a six -lane roadway while San Juan Avenue is a four -lane roadway. Sacramento County data indicates that the daily traffic volume along Madison Avenue is about 48,700 (vpd) while traffic along San Juan Avenue is about 27,000 vpd. 3995 Grass Valle Highway SR 49 Auburn — This kiosk is located within a neighborhood commercial shopping center in the city of Auburn. The location is in the northwest quadrant of the State Route (SR) 49 / Fulweiler Avenue — Elm Avenue intersection. The kiosk is about 400 square feet. Caltrans traffic data indicates that the daily traffic volumes along SR 49 north of Ehn Avenue is about 31,500 vpd while traffic along Fulweiler Avenue is about 7,100 vpd. Elm Avenue, opposite Fulweiler Avenue is part of SR 49, and traffic along this segment reaches about 33,000 vpd at the Interstate 80 interchange area, about %a mile from the SR 49 / Fulweiler Avenue — Elm Avenue intersection. 3853 Taylor Road, Suite G • Loomis, CA 95650 • (916) 660-1555 . FAX (916) 660-1535 11 3f J 9 c it if A 4 A CIVON-NINOIJ 3A0H0->fl3----, . ... ........ co z CL w 0) zlS �z I On r— Mr. Kyle Garrett January 11, 2016 Page 4 9663 Auburn Folsom Road Granite Bay — This kiosk is located within a neighborhood commercial shopping center in the town of Granite Bay. The kiosk is about 800 square feet and provides outside seating for walk-up customers. This kiosk is similar in size to the proposed Elk Grove location. This site is located along Auburn Folsom Road about 600 feet south of Douglas Blvd. Auburn Folsom Road and Douglas Blvd are four -lane roadways. Placer County data indicates that the daily traffic volumes along Auburn Folsom Road is about 30,300 vpd while traffic along Douglas Blvd is about 32,200 vpd. Eidsting Setting & Conditions The proposed project will construct a Dutch Brothers coffee kiosk in the northwest corner of the Elk Grove- Florin Road / Sheldon Road intersection. The proposed kiosk will include windows on both sides of the kiosk to allow sales for two-way traffic. Traffic data from the City of Elk Grove website indicates that Elk Grove -Florin Road services about 30,400 vehicles per day (vpd) while Sheldon Road has about 23,100 vpd. There are numerous coffee shops throughout the Elk Grove area. The closest ones appear to be at the Bond Road and Calvin Road intersections, one mile away to the north and south. Traffic counts were conducted at the two driveway accesses to the shopping center to determine existing conditions at the access points. Figure 3 presents the peak hour a.m. and p.m. volumes at both intersections. This data was used to develop baseline queues at the driveway accesses. As part of the data collection, vehicle queues were also recorded at one minute intervals for outbound vehicles at the east driveway along Elk Grove -Florin Road and for inbound eastbound left turns and outbound southbound right turns at the Sheldon Road driveway. Table 1 presents the 95`h percentile queues for each movement in the a.m. and p.m. peak hours. The 95'h percentile was based on 60 data points collected during the a.m. and p.m. peak hours. During the a.m. peak hour the 95t' percentile queues consist of a single vehicle making an eastbound to southbound right turn onto Elk Grove -Florin Road, zero vehicle queued for the right turn onto westbound Sheldon Road and a two vehicle queue for the eastbound left turn movement into the retail center along Sheldon Road. The 95`h percentile queue in the p.m. peak hour consists of two vehicles for all of the driveway movements. The two vehicle queue in the eastbound left turn lane is partly due to traffic heading west from Wheelton Road; this road is directly opposite the eastbound left turn lane and motorists cross eastbound Sheldon Road rather than making a u-turn at the Elk Grove -Florin Road intersection 500' east. TABLE 1 EXISTING 95h% QUEUES AT DRIVEWAYS Location AM PM Elk Grove -Florin Road Eastbound Right 1 2 Sheldon Road Southbound Right 0 2 Eastbound Left* 2 2 *includes u-turns in existing 120' turn lane k�A Elk Grove -Florin Rd / Site Access 2 N A R14 855 (1144) `u- (5) 14 (15) 15 Sheldon Rd / Site Access 1& NORI H N.T.S. Legend XX AM Peak Hour Volume (XX) PM Peak Hour Volume C� RI-1 Snip Sian Sheldon Crossing Retail Center Elk Grove -Florin Rd / Site Access 2 R1-1 _ / 55 (1144) U r (5) 14 (27) 40 Sheldon Rd / Site Access EXISTING EXISTING + PROJECT EXISTING PLUS PROJECT UAnderson&Associaus,Ina TRAFFIC VOLUMES AND LANE CONFIGURATIONS Transportation En sneers 2526-01 LT 1/11/2016 figure 3 Mr. Kyle Garrett January 11, 2016 Page 6 Trip Generation and Queue Estimates Trip generation is determined by identifying the type and size of land use being developed. Recognized sources of trip generation can be used to calculate the total number of projected trip ends. These typically include information from the Institute of Transportation Engineers (ITE) publication Trip Generation, which publishes trip generation rates for a variety of land uses. Land -Use 937 "Coffee/Donut Shop with Drive -Through Window" is the land use closest to the Dutch Brothers model of a drive -through coffee kiosk. Limited data is available for this land use, and the description includes interior tables for customers. The Dutch Brothers coffee kiosk model is a drive -through operation with limited outdoor tables generally for walk-up customers. Because of the lack of data available for coffee kiosks peak hour trips were observed for each of the sites identified earlier, and an average peak hour trip generation rate was developed from the three locations. As noted in the description of the three existing locations two are about 400 square feet and one is about 800 square feet. Table 2 presents the observed data. Trip rates were developed based on the total adjacent street traffic. This includes both the major street and minor street as each of the locations has an intersecting street that provides a second access. Square footage of the site, a commonly used variable, was not considered as the drive -through site is dependent on adjacent traffic. The Madison Avenue and SR 49 sites are approximately the same size, yet the SR 49 site has about a 20% higher a.m. rate and a 38% lower p.m. rate than the Madison Avenue site. Trip generation for specific sites may be affected by the number of additional coffee shops and kiosks in the project vicinity as the Madison Avenue site has almost twice the adjacent street traffic volume, but generates a trip rate less than half of the SR 49 site. Consistent with coffee shop land uses, the a.m. peak has the highest trip generation. Since only three comparative sites were observed an average trip rate was used to estimate the number of trips at the Elk Grove site. The average trip rates were calculated to be 3.00 trips per thousand vehicles in the a.m. peak hour and 1.45 trips per thousand vehicles in the p.m. peak hour. TABLE 2 TRIP GENERATION Trip Generation AM PM Rate (trips/kvast) Variable Trips Trips Total Trips Trips Total Location (kvast) In Out Trips In Out Trips AM PM Madison Ave 75.7 kvast 87 85 172 55 56 ill 2.27 1.47 (50%) (50%) 50%) (50%) SR 49 38.6 kvast 105 100 205 34 35 69 5.31 1.79 (51%) (49%) (49%) (51%) Auburn Folsom Rd 62.5 kvast 81 72 153 38 39 77 2.45 1.23 53%) (47%) (49%) (51%) Calculated Average Rate 273 1 257 530 127 130 257 3.00 1.45 Project Trip Generation 52% 48% 49% 51% Elk Grove 53.5 kvast 84 77 161 38 40 78 kvast — per thousand vehicles of adjacent street traffic K�A Mr. Kyle Garrett January 11, 2016 Page 7 Trip Distribution & Trip Assignment. The distribution of project traffic was determined based on our understanding of the project's market area, the type of use (i.e. an intermediate stop between origin and destination) and the directionality of adjacent street traffic. We would expect most traffic to be oriented north along Elk Grove -Florin Road and westbound along Sheldon Road in the a.m. peak commute period. During the p.m. peak hour the number of customers drops considerably, and we expect the trip distribution to be oriented more evenly in all directions. The projected trip distribution is presented in Table 3 and the Existing plus Project driveway volumes are presented in Figure 3. TABLE 3 PROJECT TRIP DISTRIBUTION Route % of Total Trips AM % of Total Trips PM Northbound Elk Grove -Florin Road 45% 30% Southbound Elk Grove -Florin Road 20% 30% Westbound Sheldon Road 30% 30% Eastbound Sheldon Road 5% 10% Total 100% 100% Queue Estimates - Based on the existing peak hour counts a queuing analysis was conducted to determine the projected driveway queues. A Poisson Distribution analysis was used to estimate projected queues as a result of the project. The Poisson Distribution is a discrete probability distribution that occurs in a fixed period of time with a known average rate. It assumes that the process, in this case the number of cars that will be queued, occurs randomly. The Poisson Distribution determines the likelihood that the count will be a specific number during one period of observation based on the average rate of occurrence. A 95`h percentile queue was used to develop the length of the queue line. The 95`h percentile queue indicates that the queue is exceeded only 5% of the time. Since queues were previously observed the service rate was developed based on the observed data and the vehicles entering each turn lane. These service rates were then used to determine the projected queues under project conditions. Table 4 displays the projected driveway volumes with the project. The Poisson Distribution analysis indicates that the eastbound to southbound right turn will lengthen from one to five vehicles in the a.m. peak and from two to three vehicles in the p.m. peak. The eastbound left turn into the retail center will increase from two to three vehicles in the a.m. peak hour and remain at two in the p.m. peak hour. The southbound to westbound right turn from the site onto Sheldon Road is projected to have two vehicles in the a.m. peak hour and two vehicles in the p.m. peak hour. The projected five vehicle a.m. queue along the Elk Grove -Florin Road driveway is based on project traffic heading north, south or east having to use the east driveway to access these directions. The five vehicle queue will not affect traffic within the retail center as this queue occurs in the a.m. peak hour when minimal traffic is present. Mr. Kyle Garrett January 11, 2016 Page 8 TABLE 4 PROJECTED QUEUES AT DRIVEWAYS Location Elk Grove -Florin Road Eastbound Right Sheldon Road Southbound Right Eastbound Left* AM PM Existing + Existing + Prniect ExistinLy Proiect *includes u-turns in existing 120' turn lane Queuing at Drive -Through Lanes 2 Queuing at each of the Dutch Brothers sites was observed to identify queues associated with the coffee kiosks. Queueing data was recorded on a per minute basis for each of the locations during three hour a.m. and p.m. peak periods, from 6:30 a.m. to 9:30 a.m. and from 3:30 p.m. to 6:30 p.m. Each of the kiosks allows traffic to approach from either direction, and it was also observed that access to and from each kiosk was adjacent to the major street; traffic can also easily access the site from the intersecting street at the SR 49 and Madison Avenue locations. Based on site observations and data collection it appears that customers do not necessarily orient themselves to the shortest queue line. Each of the locations has adequate drive aisles in each of the shopping center locations, and it appeared that customers would enter the site, observe the queues in both directions and then determine which line they entered. Table 5 presents queueing information at 15 minute intervals showing the longest queues observed in both directions approaching the kiosk; these figures represent the highest volumes observed in each interval. The table also presents the combined queues every 15 minutes. The longest combined queues do not necessarily correspond with the longest queues in each direction. The data shows that the 95t' percentile queues at the Madison Avenue kiosk were seven vehicles in either direction and 12 vehicles total in the a.m. peak period and five total vehicles and four directional vehicles in the p.m. peak period. The 95'h percentile queues at the SR 49 site was five vehicles in a single service line and eight total vehicles while at the Auburn Folsom Road site the 95'h percentile queue was seven vehicles in a single service line and ten total vehicles. Mr. Kyle Garrett January 11, 2016 Page 9 TABLE 5 QUEUING DATA IN DRIVE -THROUGH LANES Time Madison Ave SR 49 Auburn Folsom Rd A.M. / P.M. 6:30 5/7(12) 2/3(5) 3/2(5) 3:30 3/6(8) 3/3(6) 6/4(7) 6:45 6/9(14) 2/3(5) 2/3(4) 3:45 4/5(8) 4/2(6) 5/3(7) 7:00 6/8(13) 2/4(6) 4/3(6) 4:00 5/3(8) 3/ 3 6} 2/ 5 (7) 7:15 5/7(12) 4/4(8) 6/7(13) 4:15 2/3(4) 2/2.4 3/3(0 7:30 6/7(13) 5/7(12) 5/7(11) 4:30 3/30 2/2 4 3/3(6) 7:45 6/6(11) 6/6(11) 5/7(12) 4:45 4/2(5) 2/2(4) 1/3(4) 8:00 5/ 5 (10) 6/ 5 (10) 7/ 7 (13) 5:00 2/4(4) 3/2(5) 2/2(3) 8:15 7/7(14) 5/5(9) 7/5(12) 5:15 3/3(4) 1/11) 2/1(2) 8:30 5/6(11) 4/5(8) 6/5(10) 5:30 3/5(8) 3/2(5) 3/2 5) 8:45 8/7(14) 3/3(6) 5/4(8) 5:45 1/3(3) 3/2(5) 3/2 3) 9:00 3/4(7) 6/6(11) 3/4(7) 6:00 3/ 4 (6) 3/2(5) 3/ 3 (6) 9:15 4/7(11) 4/4(7) 4/4(8) 6:15 3/2(5) 3/2(5) 3/2(5) longest east side or north side queue / longest west side or south side queue (maximum vehicles queued in 15 minute period — both directions) bold indicates a.m. 95`s percentile queue on one approach and /or 95`s percentile queue at site bold indicates p.m. 95s` percentile queue on one approach and /or 95a' percentile queue at site Based on the information collected at the three Dutch Brothers locations the worst case scenario would require a seven vehicle service aisle for each direction. The longest queues occur in the a.m. with seven vehicles queued in a single direction and twelve vehicles queue in two directions; the 95 h percentile p.m. queues were four vehicles in one direction and six vehicles total. The proposed site plan indicates that the eastbound service aisle on the south side of the site can accommodate eight vehicles while the westbound service aisle on the north side can queue seven vehicles; therefore, at a 95'h percentile arrival rate the proposed available queuing is adequate. CA Mr. Kyle Garrett January 11, 2016 Page 10 It takes Dutch Brothers about 50 seconds on average to serve a customer, and they can serve as many as 60 customers an hour at a two lane kiosk. Table 6 presents the Poisson Distribution assuming a scenario of a maximum 60 customers being served in an hour. Excluding adjacent traffic volumes and any other variables such as kiosk size and focusing on the service rates and customers served the 95% arrival rate is 15 to 16 vehicles. This is consistent with the proposed on -site lane storage. It is possible that the queue in either approach might exceed the proposal storage in the a.m. peak hour; however, there is adequate space between the service lane and the adjacent driveways to provide an additional two to three car queue. This would not affect outbound traffic from the site. TABLE 6 POISSON DISTRIBUTION DUTCH BROTHERS DRIVE -THROUGH QUEUE Probability Queue Exceeded (rounded) Average Number of Vehicles A earin in Interval 16.67% 16.67% 0 13.89% 30.56% 1 11.57% 42.13% 2 9.65% 51.77% 3 8.04% 59.81 % 4 6.70% 66.51% 5 5.58% 72.09% 6 4.65% 76.74% 7 3.88% 80.62% 8 3.23% 83.85% 9 2.69% 86.54% 10 2.24% 88.78% 11 1.87% 90.65% 12 1.56% 92.21% 13 1.30% 93.51% 14 1.08% 94.59% 15 0.90% 95.49% 16 Findings The proposed Dutch Brothers coffee kiosk will be constructed in the southeast quadrant of the Sheldon Crossing Retail Center, located in the northwest quadrant of the Elk Grove -Florin Road / Sheldon Road intersection. The existing driveway access intersections will be used with right -in, right -out movements only along Elk Grove -Florin Road and right -in, right -out and left -in access along Sheldon Road. Mr. Kyle Garrett January 11, 2016 Page 11 Three existing Dutch Brothers sites were observed to determine queues at the service windows and to determine peak hour traffic volumes so that an average rate could be used to estimate project traffic. The three sites had comparable traffic volumes to the Elk Grove site and generated up to 205 a.m. peak hour trips and 111 p.m. peak hour trips. The longest observed queues were nine vehicles in a single service lane and 14 total vehicles queued in both service lanes. The observed data was used to estimate traffic conditions at the project site. A queueing analysis was completed for inbound left turns along Sheldon Road and outbound right turns along Elk Grove -Florin Road and Sheldon Road driveways. A Poisson Distribution analysis was used based on the observed queues at the driveways. The driveways currently have queues of up to two vehicles in the a.m. peak hour, with the maximum queue in the eastbound left turn lane entering the site, and two vehicles in the p.m. peak hour, at all three study locations. The driveway queues are projected to lengthen to five vehicles in the a.m. peak hour and three vehicles in the p.m. peak hour exiting the eastbound driveway and three vehicles in the a.m. peak hour entering from Sheldon Drive. The existing eastbound left turn lane storage length will be adequate to accommodate the project traffic. Queueing at the coffee kiosk was developed based on the observed queues at the three existing sites. The queues were observed to be a maximum of 14 vehicles total and up to a maximum of nine vehicles in one direction. Assuming that a maximum of 60 customers are served per hour, the Poisson Distribution analysis suggests that 15 to 16 vehicles could be queued. Based on the data collected this would occur in the a.m. peak hour when little traffic is generated by the other site uses. The proposed layout provides a 15 vehicle queue in the service lanes with up to an additional five vehicles able to queue without interfering with driveway access. Should you have any questions please free to contact me at (916) 660-1555 or you may reach me via e- mail at ifiecker(Epkdanderson.com. Sincerely, I D Anderson & Associates, Inc. Jonathan D. Flecker, P.E. Transportation Engineer Dutch Bros Kiosk—Shc]douRd 2526-01 ) ( �A Elk Grove Florin Road & Driveway 1 Peak Hour Summary Date: 12/2/2015 ° ' r Day: Wednesday c AM 10 1113 F `o > NOON EJ FE f7 Y W PM 15 1628 F 0 Driveway 1 t AM NOON PM D ❑ D-= FE F., I 1:E:1 El Cl 0� EJ E 39 AM NOON PM Count Periods start End AM 6:30 AM 9:30 AM NOON NONE NONE PM 3:30 PM 6:30 PM Total Ins & Outs 1123 0 AM 0 0 NOON 1643 0 PM AM NOON PM I t 10 0 15 4. a 0 4 0 39 ♦ a 0 AV - AM 1117 0 NOON 0 0 PM 1667 0 CONTROL Project#: 15-7941-001 I� AM }!_J NOON AM Peak Hour 07:30 - 08:15 NOON Peak Hour PM PM Peak Hour 16:30-17-15 t t* AM 111T FE M LEAM NOON= FE F----] FENOON PM 1667 IE I 0 I F —.1 PM AM NOON PM �El =:'0E0 AM NOON PM Total Volume Per Leg 1123 AM 0 NOON 1643 PM AM NOON PM 14 FO 54 0 11 0 ro AM 1117 OON 0 PM 1 1667 Driveway 2 & Sheldon Road Peak Hour Summary Date: 12/2/2015 Day. Wednesday 04 7AM� C 7. Aa NOON 0 PM 29 EJ F] Sheldon Road AM NOON PM 857 F --1 1173 15 F --] 15 00EJm* EJOCI" AM NOON PM Count Periods Start End AM 6:30 AM 9:30 AM NOON NONE NONE PM 3:30 PM 6:30 PM Total Ins & Outs 2 17 AM 0 0 NOON 29 27 PM AM NOON PM �- 't 857 1 0 1 1173 40 857 15 0 75 � 4 0 AM AM 0 0 NOON 0 0 PM 0 0 CONTROL Project #: 15-7941-002 17 I AM �0 NOON AM Peak Hour 07:30 - 08:15 NOON Peak Hour 27 PM PM Peak Hour 17:00 -17:45 4 1 t e AM F F-, I EE El AM NOON= E:1 [1:1 F-- ] NOON PM = 7o I EE M PM 0 AM NOON PM E] EJ 12 E5 F 1144 �'000 AM NOON PM Total Volume Per Leg 18 AM 0 NOON 56 PM AM NOON PM 172 0 1188 657 0 1756 AM 0 00N 0 PM 0 15-7941 Queues Queue Length Observations at Sheldon Crossing Shopping Center Wednesday, December 2, 2015 •Uturns Driveway 1 Driveway 2 Elk Grove -Florin Sheldon Road AM EBR Max Queue PM EBR Max Queue AM EBL Max Queue SBR Max Queue PM EBL Max Queue SBR Max Queue 6:30 AM 0 330 PM 1 630 AM 0 0 3:30 PM 0 0 6:31 AM 0 3:31 PM 0 6:31 AM 0 0 3:31 PM 2 0 6:32 AM 0 3:32 PM 1 6:32 AM 0 0 3:32 PM 1• 0 6:33 AM 0 3:33 PM 0 633 AM 0 0 3:33 PM 0 0 6:34AM 0 334 PM D 634 AM 1• 0 3:34 PM 0 t 6:35 AM 0 3:35 PM 0 5:35 AM 0 0 3:35 PM 0 I 6:36 AM 0 3:36 PM 0 636 AM 0 0 3:36 PM 1• 0 637 AM 0 3:37 PM 0 697 AM 0 0 3:37 PM 0 0 6:38 AM 0 338 PM 0 6:38 AM 1• 0 3:38 PM 0 0 6:39 AM 0 339 PM 0 6:39 AM 1• 0 339 PM 0 1 6:40 AM 0 3*40 PM 0 6:40 AM 0 0 3:40 PM 0 0 6:41 AM 0 3A1 PM 0 6:41 AM 0 0 3:41 PM 0 0 6:42 AM 0 3:42 PM 0 6:42 AM 0 0 3:42 PM 0 D 6:43 AM 0 3:43 PM 0 6:43 AM 2• 0 3:43 PM 0 0 6:44 AM 0 3:44 PM 0 6:44 AM 0 0 3:44 PM 1 2 6:45 AM 0 3:45 PM 2 6:45 AM 0 0 3:45 PM 0 i 6:46 AM 0 3:46 PM' 0 6:46 AM 0 0 3:46 PM 0 0 6:47 AM 0 3:47 PM 0 6:47 AM 0 0 3:47 PM 0 0 6:48 AM 0 3:49 PM 0 6:48 AM 1.1 D 3:48 PM 0 0 6:49 AM 0 3:49 PM 0 5:49 AM 0 1 3:49 PM 1• 0 650 AM 0 3:50 PM 1 5:50 AM 1 D 3:50 PM 0 0 6:51 AM 0 3:51 PM 1 6:51 AM 0 0 3:51 PM 0 0 6:52 AM 0 3:52 PM 0 6:52 AM 0 0 3:52 PM 1• I 6:53 AM 0 3:53 PM 0 6:53 AM 0 0 3:53 PM 0 0 6:54 AM 0 3:54 PM 0 6:54 AM 0 0 3:54 PM 1• 0 6:55 AM 0 3:55 PM 0 6:55 AM 0 D 3:55 PM 0 0 656 AM 0 3:56 PM D 5:55 AM 0 0 3:56 PM 0 0 6:57 AM 0 3:57 PM 0 6:57 AM 0 0 3:57 PM 0 1 6:58 AM 0 3:58 PM D 6:58 AM 1• 0 3:58 PM 1 0 6:59 AM 0 3:59 PM 1 6:59 AM 0 0 3:59 PM 1 1 7:00 AM 0 4:00 PM 1 7:00 AM 1• 0 4:00 PM 0 1 7:01 AM 0 4:01 PM 2 7:01 AM 0 0 4:01 PM 0 0 7:02 AM 0 4:02 PM 0 7:02 AM 0 0 4:02 PM 0 0 7:03 AM 0 4:03 PM 0 7:03 AM 0 0 4:03 PM 0 0 7:04 AM 0 4:04 PM 1 7:D4 AM 1• 0 4:04 PM 0 0 7:05 AM 0 4:05 PM 0 7:05 AM 0 0 4:05 PM 0 0 7:06 AM 0 4:06 PM 1 7:06 AM 0 0 4:06 PM 0 0 7:07 AM 0 4:07 PM 1 7:07 AM 0 0 4:07 PM 0 0 7:08 AM 0 4:09 PM 0 7:08 AM 0 0 4:08 PM 0 0 7:09 AM 0 4:09 PM 0 7:09 AM 0 0 4:09 PM 1• 0 7:10 AM 0 4:10 PM 0 7:10 AM 2• 0 4:10 PM 2 2 7:11 AM 0 4:11 PM 2 7:11 AM 1• 0 4:11 PM 1.1 1 7:12 AM 0 4:12 PM 0 7:12 AM 1 0 4:12 PM 0 0 7:13 AM 0 4:13 PM 3 7:23 AM 1 0 4:13 PM 0 0 7:14 AM 0 4:14 PM 0 7:14 AM 0 0 4:14 PM 0 0 7:15 AM 0 4:15 PM 0 7:15 AM 0 0 4:15 PM 1 0 7:16 AM 0 4:16 PM 0 7:16 AM 1.1 1 4:16 PM 1• 1 7:17 AM 0 4:17 PM 0 7:17 AM 0 0 4:17 PM 1• I 7:18 AM 0 4:18 PM 0 7:18 AM 0 0 4:18 PM 0 I 7:19 AM 0 4:19 PM 0 7:19 AM 2• 0 4!19 PM 0 0 7:20 AM 0 4:20 PM 0 7:20 AM 0 0 4:20 PM 0 0 7:21 AM 0 4:21 PM 0 7:21 AM 0 0 4:21 PM 0 0 7:22 AM 0 4:22 PM 0 7:22 AM 1• 0 4:22 PM 1• 0 7:23 AM 0 4:23 PM 1 7:23 AM 1• 0 4:23 PM 1.1 0 7:24AM 0 4:24 PM 0 7:24AM 1• 0 4:24 PM 2 2 7:25 AM 1 4:25 PM 1 7:25 AM 0 1 4:25 PM 0 S. 7:26 AM 1 4:26 PM 0 7:26 AM 1.1 0 4:26 PM 0 R 7:27 AM 0 4:27 PM 1 7:27 AM 2• 0 4:27 PM 0 1 7:28 AM 0 4:28 PM 0 7:28 AM 2• 0 4:28 PM 0 1 7:29 AM 0 4:29 PM 0 7:29 AM 1• 0 4:29 PM 0 0 730 AM 0 4:30 PM 2 7:30 AM 0 0 4:30 PM 1• 0 7:31 AM 0 4:31 PM 0 7:31 AM 0 0 4:31 PM 0 0 7:32 AM 0 4:32 PM 0 7:32 AM 2• 0 4:32 PM 0 D 7:33 AM 0 4:33 PM 0 7:33 AM 0 0 433 PM 0 0 7*34 AM 0 4:34 PM 1 734 AM 0 0 4:34 PM 1• 0 7:35 AM 0 435 PM 1 7:35 AM 111 1 4:35 PM 1 0 736 AM 0 4:36 PM 0 7:35 AM 0 0 4:36 PM 0 1 7:37 AM 0 4:37 PM 0 7:37 AM 0 0 4:37 PM 1.2 0 739 AM 0 4:38 PM 0 7:38 AM 0 0 438 PM 0 0 7:39 AM 0 4:39 PM 0 7:39 AM 0 0 4:39 PM 0 0 7:40 AM 0 4:40 PM 1 7:40 AM 0 D 4:40 PM 0 0 7:41 AM 0 4:41 PM 1 7:41 AM 1• 0 4:41 PM 0 1 7:42 AM D 4:42 PM 0 7:42 AM 3 0 4:42 PM 0 1 7:43 AM 0 4:43 PM 0 7:43 AM 0 0 4:43 PM 0 1 7:44AM 0 4:44 PM D 7:44 AM 2• 0 4:44 PM 0 1 7.45 AM 0 4:45 PM 1 7:45 AM 0 0 4:45 PM 1 0 7:46 AM D 4:46 PM 1 7:46 AM 0 D 4:46 PM 0 0 7:47 AM 0 4:47 PM 1 7:47 AM 1 0 4*47 PM 1 0 7*48 AM 0 4:48 PM 0 7:48 AM 1.2 D 4:48 PM 0 0 15-7941 Queues Queue Length Observations at Sheldon Crossing Shopping Center Wednesday, December 2, 2015 •Uturns Driveway 1 Driveway 2 Elk Grove -Florin Sheldon Road AM EBR Max Queue PM EBR Max Queue AM EBL Max Queue SBR Max Queue PM EBL Max Queue SBR Max Queue 7:49 AM 0 4:49 PM 0 7:49 AM 0 0 4:49 PM 0 0 7:50 AM 1 4:50 PM I 7:50 AM 2 0 4:50 PM 0 0 7:51 AM 0 4:51 PM 1 7:51 AM 0 0 4:51 PM 0 0 752 AM 0 4:52 PM 0 7:52 AM 0 0 452 PM 0 0 7:53 AM 0 4:53 PM 0 7:53 AM 0 0 4:53 PM 0 0 7:54 AM 0 4:54 PM 0 7:54 AM 0 0 4:54 PM 0 0 7:55 AM 0 4:55 PM 0 7:55 AM 0 0 4:55 PM 0 0 7:56 AM 0 4:56 PM 0 7:56 AM 2 0 4:56 PM 2 0 7:57 AM 0 4:57 PM D 7:57 AM 1 0 4S7 PM 1 1 7:58 AM 0 4:58 PM 0 7:58 AM 0 0 4:58 PM 0 0 7:59 AM 0 4:59 PM 1 7:59 AM 2- 0 4:59 PM 1-1 0 9:00 AM 0 5:00 PM 1 8:00 AM 1 0 5:00 PM 0 0 8:01 AM 0 5:01 PM 0 8:01 AM 0 0 5:01 PM 0 0 8:02 AM 0 5:02 PM 0 8:02 AM 0 0 5:02 PM 0 0 8:03 AM 1 5:03 PM 1 9:03 AM 0 0 5:03 PM 0 0 8:04 AM 1 5:04 PM 0 8:04 AM 0 0 5:04 PM 0 1 8:05 AM 0 5:05 PM 1 8:05 AM 0 0 5:05 PM 1 2 8:06 AM 0 5:06 PM 3 9:06 AM 0 0 5:06 PM 1 1 8:07 AM 0 5:07 PM 2 8:07 AM 1• 0 5:07 PM 0 0 8:08 AM 0 5:08 PM 4 8:08 AM 1• 0 5:08 PM 1 1 8:09 AM 0 5:09 PM 0 8:09 AM 0 0 5:09 PM 0 1 8:10 AM 0 5:10 PM 1 8:10 AM 0 0 5:10 PM 1 2 8:11 AM 0 5:11 PM 0 8:11 AM 0 0 5:11 PM 0 2 8:12 AM 0 5:12 PM 0 8:12AM 0 0 5:12 PM 0 2 9:13 AM 0 5:13 PM 2 8:13 AM 0 0 5:13 PM 0 0 8:14AM 0 5:14 PM 0 8:14 AM 0 D 5:14 PM 0 1 8:15 AM 0 5:15 PM 1 9:15 AM 0 0 5:15 PM 0 1 8:16 AM 0 5:16 PM 0 8:15 AM 0 D 5:16 PM 0 0 8:17 AM 0 5:17 PM 1 8:17 AM 1 0 5:17 PM 0 0 8:18 AM 0 5:18 PM 1 8:18 AM 1' 0 5:18 PM 0 0 8:19 AM 0 5:19 PM 2 8:19 AM 2.1 0 5:19 PM 1 I 9:20 AM a 5:20 PM 0 9:20 AM 0 1 5:20 PM 2 0 8:21 AM 0 5:21 PM Q 8:21 AM 0 0 5:21 PM 2 2 8:22 AM 0 5:22 PM 0 8:22 AM 0 0 5:22 PM 0 0 8:23 AM 0 5:23 PM 0 8:23 AM 0 0 5:23 PM 1• 1 9:24 AM 0 5:24 PM 2 8:24 AM 0 0 5:24 PM 0 0 8:25 AM 0 5:25 PM 2 8:25 AM 0 0 5:25 PM 1' 0 8:26 AM 0 5:26 PM 1 8:26 AM 0 0 5:26 PM 0 0 8:27 AM 0 5:27 PM 1 8:27 AM 0 0 5:27 PM 0 2 8:28 AM 0 5:28 PM 0 8:28 AM 0 0 5:28 PM 1' 0 8:29 AM 0 5:29 PM 1 8:29 AM 0 0 5:29 PM 0 0 9:30 AM 1 5:30 PM 2 8:30 AM 0 0 530 PM 0 0 8:31 AM 0 531 PM D 8:31 AM 0 0 5:31 PM 1 0 9:32 AM 0 5:32 PM 1 8*32 AM 0 0 532 PM 0 0 8:33 AM 0 5:33 PM 0 9:33 AM 0 0 5:33 PM 0 D 834 AM 0 534 PM 0 8:34 AM 0 1 534 PM 0 1 835 AM 0 5:35 PM 0 835 AM 0 0 5:35 PM 0 0 8:36 AM 0 5:36 PM 0 8:36 AM 1' 0 5:36 PM 0 0 3:37 AM 0 5:37 PM 1 8:37 AM 2 1 5:37 PM 2 0 8:38 AM 0 5:38 PM 1 8:38 AM 0 2 5:38 PM 0 D 839 AM 0 539 PM 1 8:39 AM 0 0 539 PM 0 0 8:40 AM 0 SAO PM 0 8:40 AM 0 0 5:40 PM 0 1 8:41 AM 0 5:41 PM 0 8:41 AM 0 0 5:41 PM 0 0 8*42 AM 0 5:42 PM 0 8:42 AM 1' 0 5:42 PM 0 0 8:43 AM 0 5:43 PM 1 B:43 AM 0 1 5:43 PM 0 1 8:44 AM 0 5:44 PM 0 8:44 AM 0 0 5:44 PM 1 0 8:45 AM 1 5:45 PM 0 8:45 AM 0 0 5:45 PM 0 0 9A6 AM 0 5:46 PM 1 8:46 AM 0 0 5:46 PM 0 0 8:47 AM 0 5:47 PM 0 8:47 AM 1• 0 5:47 PM 0 1 8.48 AM 0 5:48 PM 1 8:48 AM 0 1 5:48 PM 0 0 9:49 AM 0 5:49 PM 0 IIA9 AM 0 1 5:49 PM 1 1 8:50 AM 0 5:50 PM 1 850 AM 0 0 5:50 PM 0 0 8:51 AM 0 5:51 PM 0 8:51 AM 0 0 5:51 PM 0 1 8:52 AM 0 5:52 PM 0 8:52 AM 0 0 5:52 PM 0 1 8:53 AM 0 5:53 PM 0 8:53 AM 0 0 5:53 PM 0 0 8:54AM 0 5:54 PM 0 9:54 AM 1*2 0 5:54 PM 0 0 3:55 AM 0 5:55 PM 0 8:55 AM 0 0 5:55 PM 1• 0 8:56 AM 1 5:56 PM 0 8:56 AM 0 1 5:56 PM 1 0 8:57 AM 0 5:57 PM 0 8:57 AM 0 0 5:57 PM 0 1 8:58 AM 0 5:58 PM 0 8:58 AM 0 0 5:58 PM 0 0 8:59 AM 0 5:59 PM 0 859 AM 0 0 5:59 PM 1' 1 9:00 AM 0 6:00 PM 0 9:00 AM 0 1 6:00 PM 0 0 9:01 AM 0 6:01 PM 0 9:01 AM 0 1 6:01 PM 0 0 9:02 AM 0 6:02 PM 0 9:02 AM 0 0 6:02 PM 0 0 9:03 AM 0 6:03 PM 0 9:03 AM 0 0 6:03 PM 1 0 9:04 AM 0 6:04 PM 1 9:04 AM 0 0 6:04 PM 2 3 9:05 AM 0 6:05 PM 1 9:05 AM 0 0 6:05 PM 1' 1 9:06 AM 0 6:06 PM 2 9:06 AM 0 0 6:06 PM 1• 0 9:07 AM 1 6:07 PM 1 9:07 AM 0 0 6:07 PM 0 0 15-7941 Queues queue Length Observatlons at Sheldon Crossing Shopping Center Wednesday, December 2, 2015 •Uturns Driveway 1 Driveway 2 Elk Grove -Florin Sheldon Road AM EBR Max Queue PM EBR Max Queue AM EBL Max Queue SBR Max Queue PM EBL Max Queue SBR Max Queue 9:08 AM 0 6:08 PM ❑ 9:08 AM 0 0 M PM 0 0 9:09 AM 0 6:09 PM 1 9:09 AM 0 0 6:09 PM 1 0 9:10 AM 1 6:10 PM 0 9:20 AM 0 0 6:10 PM 1' 1 9:11 AM 0 6:11 PM 0 9:11AM A 0 6:11 PM 0 ❑ 9:12 AM 0 6:12 PM 0 9:12 AM 0 0 6:12 PM 1 0 9:13 AM 0 6:13 PM 0 9:13 AM 0 D 6:13 PM 0 0 9:14 AM 0 6:14 PM 0 9:14AM ❑ 0 6:14 PM 1 0 9:15 AM 0 6:15 PM 0 9:15 AM 1' 0 6:15 PM 1 0 9:16 AM 0 6:16 PM 2 9:16 AM 0 D 6:16 PM 0 1 9:17 AM 0 6:17 PM 0 9:17 AM 0 0 6:17 PM 0 1 9:18 AM 0 6:18 PM 2 9:1B AM 0 0 6:13 PM 1 0 9:19 AM 0 6:19 PM 0 9:19 AM 0 0 6:19 PM 0 2 9:20 AM 0 6:20 PM I 9:20 AM 0 1 6:20 PM 1 2 9:21 AM 0 6:21 PM 0 9:21 AM 0 0 6:21 PM 0 1 9:22 AM 0 6:22 PM 1 9:22 AM 0 0 622 PM 0 1 9:23 AM 0 6:23 PM 1 9:23 AM 0 0 6:23 PM 1 1 9:24 AM 0 6:24 PM 0 9:24AM 0 0 6:24 PM 0 0 9:25 AM 0 6.25 PM 1 9:25 AM 0 0 6:25 PM 1' 1 9:26 AM 0 6:26 PM 0 9:26 AM 1' 0 6:26 PM 0 0 9:27 AM 0 6:27 PM 0 9:27 AM 2 1 6:27 PM 0 2 9:28 AM 0 6*28 PM 0 9:28 AM ❑ 0 6:28 PM 0 0 9:29 AM 0 6:29 PM 0 9:29 AM 1' 0 6:29 PM 0 0 O N V O M h O N M O N N 0 0 0 0^ M O^ N O m N O O N O O N O N^ O M O O N h O ^'+ O O m O N N 0^ O O N •+ V In O N V In O N m < In O N t!1 In '^ N IR ^ N T O O IN N N T N N T N N In '+ ^ O� �+ N h T m in m O .+ N m Q �n � .�. 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V R m V h� N m m � m C V M N N m '* m M V 4—^'* N m 0 N—�� R N m R I I t� t� I m m m m m oo c: a a M N .+ m .-� .+ m^ .+ N M .-� a N a m h h n m m M a m m m N M 7 h m 7 m N N m m N m h h m N [t h m O .+ N t!: L h O N 6i � t� t� t� ri t� i� eo m co 0o m N O N N- N N .-� m N N m N N M N m m N a C N b b N M M N v v N 7 N N m m N m a N O .-� N m N N -- N h b N N N 7 h O .� m 7 h ro N m a m O .-� N n � n I n m ao co m a rn N M N .+ — N .1 N m N N .+ R b m h -; -t m b� r M N N O g sr V 0 0 .+ m 0 .+ h• N— ~ R Vf O .4 N 'n 7 h � 66 N en O m O .+ N �G .a b b I� l� [� r r L� 00 00 00 00 O� O� G; 4 P N U N N N N N d U d N N W N N 7 7 7 7 7 P 7 7 7 7 7 7 7 P >> > 7 7 a 7 C 7 7 7 0 7 �aa as as ira as as as as as as as as as as air %a as as a o 0 0 o O o 0 0 0$ o 0 0 o Z. mzw zrn 2rn Zm z� z� z� zrn zzw zW SUBMITTED �cE pC T ,2 4 2016 -P/ CC"`� CCM &P C pF FEDE�`EWAY DEPAzrMENTOFCOMMUNiTYDEVELOPD1E11T ctsv of �.1 CDs 33325 8" Avenue South 4% Federal Way Federal Way, 98-6325 253-835 2607;Fax Fax 253-835835-2609 ►►ww.cit ofredera] ymyxom CALCULATING TREE UNITS This form can be used to demonstrate how you will meet the minimum tree unit requirement for your site and should accompany your submittal. Trees to be retained or planted must also be shown on your submitted site plan, or a separate tree plan. �V ell 7 . 43,560 (sf/acre) x 25 (units/acre) = l �' • Z a (lot size in square feet) (lot size in acres) (minimum tree units) Existing Trees Includes all trees except invasive species and hazard trees Tree Size (diameter at breast height 14.51 # of Trees to Remain Tree Units Total Units 1" to 6" dbh 4 x 1.0 = 4- > 6" to 12" dbh x 1.5 = i p . S > 12" to 18" dbh Z x 2.0 = + > 18" to 24" dbh a x 2.5 = o > 24" dbh 0 x 3.0 = d Total Existing Tree Units to Remain Replacement/Additional Trees Evergreen Trees -minimum 6' in height at planting Deciduous Trees - minimum 2" caliper at planting Large Canopy =1.5 Tree Units Medium Canopy =1 Tree Unit Small Canopy = .5 Tree Units Tree Species Canopy (Sm/Med/Lg) Tree Units # of Trees Total Units �c�2 a gru -+ ' �s. eN►s-nc.b ti► is M E D X.LE2. e_tR_c-twJ.6.ro" f ,kLL_ Total Proposed Tree Units to be Added a� , S Bulletin *073 - June 8, 2016 Total Existing and Proposed Tree Units 2-12— Page 1 of 1 kAHandouts\Qiculating Tree Units f 71 L r7 J October 20, 2016 RESUBMITTED Leila Willoughby -Oakes Associate Planner OCT 2 2016 33325 8th Avenue South CITY OF FEDERAL WAY Federal Way, WA 98003 CDS RE: Permit #16-102945-00-UP - Dutch Bros Response to Technical Review Comments (7/26/16) and conversation summary email (8/1/16) Mrs. Willoughby -Oakes, Attached is our resubmittal package for the above referenced project. Below are our responses to your comments from the initial technical review and your clarification email that followed. Both documents are included in this package for reference. TECHNICAL REVIEW COMMENTS (7/26/16) Planning 1. Walkway —Stamped asphalt included. See note #10 on sheet C1. 2. Landscaping/Repair of Site Improvements — Landscaping plan is included. See sheet L101, L201, and L301. 3. Opening Day Traffic — Noted. Dutch Bros will contact Lieutenant Schwan at least 30 days prior to grand opening to discuss plans 4. Bike Rack/Garbage — Bike rack and trash can are provided for customers at front of stand. See sheet C1. 5. Lighting — Existing site lighting levels were measured. Improvements are proposed to address deficient areas (primarily near the new trash enclosure and pedestrian walkways. See "Lighting Notes" on sheet C1. 6. Garbage Enclosure —Additional trash enclosure details have been provided meeting City code requirements. See sheet A4. 7. Sign Permits —Noted. 8. Commercial Building Permits — Noted. 9. Planning Final Inspection —Noted. 10. Business License — Noted. Solid Waste and Recycling Coordinator 1. Gate width —Gate width has been increased to 14'-81'. See sheet A4. 2. Enclosure size —Enclosure size has been increased to 16'x8' (inside clear dimensions). See sheet A4. 3. Cart based compostables —Noted Dutch Bros is open to using cart -based compostables and appreciates the training offered. Traffic 1 1. Queuing a na lysis — We have included a queuing study from a very similar location in Elk Grove, CA. The study was completed by KD Anderson & Associates, Inc. in January of 2016. The 85tn percentile exceedance was determined to be 10 vehicles (see Table 6, page 10 of study). We have provided stacking for 12 vehicles in a dedicated stacking lane. We are proposing striping to prohibit stacking where the stacking lane crosses the deeded access for pass -through traffic on the site. We understand that maintaining this clear area will be crucial for providing safe and timely flow of traffic across the site. Dutch Bros staff will be trained to work with our customers to maintain this clear space. See sheet C1. 2. Intersection definition —Additional curbing has been incorporated. See note #5 on sheet C1. We did not extend the curb any farther due to the movement required for vehicles leaving the existing Wells Fargo ATM onsite. A deeper throat at the intersection would create a right turn with a radius that is too tight for those users. CLARIFICATION EMAIL FROM MRS. WILLOUGHBY-OAKES (8/1/16) 1. Pavement stamping — See "Planning" note #1 above. 2. Asphalt repairs — Dutch Bros will repair two existing asphalt potholes onsite. See note #20 on sheet C4. 3. Traffic — See "Traffic" note #1 above. 4. Landscaping improvements in lieu of site visit for site feature repairs —See "Planning" note #2 above. 5. Trash enclosure — See "Planning" note #6 above. 6. Irrigation — See Landscape plans for irrigation plans (including plant establishment watering plan). 7. Landscaping plan —See "Planning" note #2 above. 8. Site lighting at trash enclosure —See "Planning" note #5 above. We believe that we have satisfactorily address all comments/request from staff. Please let us know if there is any other info needed or if we can provided clarification. Sincerely, Brandon Smith, PE Project Manager Dutch Bros Coffee July 26, 2016 Brandon Smith Email: brandon.smith@dutchbros.com Dutch Bros Coffee 300 North Valley Dr. Grants Pass, OR 97526 RE: Permit #16-102945-00-UP; UPI TEcmacAL REVIEW COMMENTS Dutch Brothers Coffee -Stand (North), 27525 Pacific Hwy S., Federal Way Dear Mr. Smith: The City is in receipt of your June 16, 2016, Use Process I application. The applicant proposes to remodel an existing building with a 760 sf vacant former espresso stand with one drive -through lane and a garbage enclosure. The proposal includes fagade improvements, new roofing, signage and the repair of site improvements. The previous `fast food' use ceased for more than one -consecutive 12-month period. A drive -through Wells Fargo banking machine on the subject property has remained in operation and the applicant proposes to operate both uses JjK the subject property. vp The applicant previously scheduled a preapplication for site development and cancelled the development review committee meeting. Staff provided the applicant with a copy of the preapplication letter on June 16, 2016. ADDITIONAL INFORMATION REQUESTED The following items are based on the initial technical review of the Use Process I application. Please contact the staff member listed for further questions. Leila Willoughby -Oakes, Planning, 253-835-2644, Leila.Willoughby-Oakes@cityaflederalway.com 1. Walkway — The proposal includes a striped pedestrian walkway from the building to the intersection. Per the preapplication letter provided during submittal to Aaron Potter, all pedestrian pathways shall be clearly delineated by a separate paved route using variation in color and texture. Approved methods of delineation include: stone, brick or granite pavers or exposed aggregate; striping is not accepted as a form of delineation. 2. Landscaping/Repair of Site Improvements — The existing building was approved under a previous Use Process III application. The city has included technical review comments from 2008. The former fast food use has ceased for more than one consecutive 12month period. Accordingly, the site shall be restored to a condition as near as physically possible to the condition required under the original approval, pursuant to FWRC 19.105.110 `Repair of Site Improvements,' by completing the following: • Re -installing Type III landscaping along the perimeter of the property (east, west, & south sides); the applicant proposes some replacement and slight maintenance only. Type III landscaping shall contain evergreen and deciduous trees with large shrubs and ground cover. There are no large shrubs, mulch for evaporation, or sufficient evergreen and deciduous trees interspersed Mr. Smith July 26, 2016 Page 2 of 4 throughout the perimeter landscaping. The proposed replanting information is insufficient for review. Plans state, "This sheet, irrigation, planting details, etc. by others." The current application shall contain this information. o Indicate standards at planting on the plans: Evergreen minimum of 6 feet at planting; Deciduous a caliper of 1.5 inches at planting; Shrubs at least 24 inches measured from the top of the shrub to the ground. o Provide plant size, type and quantity on plans. o Indicate irrigation system in plans. o Replacing dead/dying plants in the landscape island. Provide the number of tree units on the site. The proposal shall maintain 20 tree units/acre (see Tree Calculation Sheet enclosed) per FWRC 19.120.130 `Tree and vegetation standards'. Add notes to the land use and building permit plans requiring full site repairs. The applicant shall restripe parking stalls including ADA spaces, repair cracked curbing, fill in pavement cracks to the original condition and provide clear delineated pavement and directional signage for the drive -through (FWRC 19.115.050 [2]) within the surface parking lot limiting vehicle turning movements. 3. Opening Day Traffic — Please contact Lieutenant Kurt Schwan at 253-835-6700 or Kurt.Schwant~?a�cityoffederaiway.com to discuss Dutch Brothers opening day activities. 4. Bike RacklGarbage — Please provide one bike rack and outdoor garbag 7 Z 5. Lighting — Please provide additional information on existing site lighting per F C 19.115.050(7). Lighting shall be provided in all loading, storage, and circulation areas but sh incorporate out -off shields to prevent off -site glare. 6. Garbage Enclosure — Please provide detailed enclosure elevations of the area, capacity and screening. Federal Way Revised Code (F)VRC) 19.125.150 regulates garbage and recycling storage facilities and the following standards apply; please revise the plans: a. Shall be screened per FWRC 19.125.010; with a 100 percent site obscuring screen and landscape buffer around the perimeter (FWRC 19.125.040[4]). b. Storage areas should be consistent with the primary building are'itecture. c. The enclosure shall be accessible by trucks. d. Recycling shall be provided. e. Gate openings shall be 12 feet wide if garbage or recycli rop boxes are used. f. Enclosures shall have weather protection/a container cover. Please see Brian Asbury's comments if applicable for further information. 7. Sign Permits — Signs are reviewed under a separate application. 11 contact a Dev lopmcnt Specialist at 253-835-2607 regardinoign Permit application. 8. Commercial Building Permit — The applicant shall apply for a building permit. ase contact the Permit Center at perrnit.centerAciiyoffederalwgy.coin or 253-835-2607 for submittal rspection;to .ements. 9. Planning Final Inspection —Building occupancy is subject to a final Planning Divi ' schedule an inspection contact 253-835-2644 or 253-835-2607. ,Xc so �_VY ,how 16-102945-UP Doe. I.D.73995 Mr. Smith July 26, 2016 Page 3 of 4 10. Business License — The applicant shall apply for a business license with the City of Federal Way Finance Department. or'Ja-A c. C vxA Rob Van Orsow, Solid Waste & Recycling Coordinator, 253-835-2770 1. Please widen gate (hinges near the sides of the enclosure) to achieve easier access. 2. At about 12' wide by 8' deep, the enclosure size will be a little tight for `side by side' dumpsters. The business is compact enough that they should be able to use toters/carts for service (for example, set up service with coffee grounds to compost/yard waste, cardboard/cans to recycle, and the rest of the garbage to garbage). The way rates are structured, Dutch Bros. should save by putting in the cart - based compost service vs. using a dumpster. A 96-gallon cart picked up twice per week = approx. 1 cubic yard. That would cost under $22/mo. — compared to a 1 cubic yard dumpster (for garbage) at over $100/mo. 3. Please consider cart -based compostables. The City of Federal Way staff can help train coffee -shop staff. Contact the City of Federal Way, Solid Waste and Recycling Division, Public Works at 253- 835-2770 to schedule an apointment. Dutch Brothers would receive two 96 gallon carts for recycling at no additional charge with the garbage service they order. Sarady Long, Senior Transportation Planning Engineer, Sarady. Long&itpofi`ederalwau eom 0 1. The drive-thru storage should be designed to accommodate the 85th percentile queues. Please provide a minimum of 8 cars length and up to 13 depending on the site and internal parking configuration. For the subject property, an 8-car length is appropriate. Please provide a queuing analysis to the traffic division. x " l 2. Please provide more defined space at the intersection by extending the curbing into the site. V This will also provide more storage for the west leg of the intersection. Vince Faranda, South King Fire, vince. fa raitdq(a_,�snuiltkin. f ire,orb No comments. CLOSING Use Process I applications are deemed complete at the time of submittal. Please provide a revised site plan and landscaping plan with a project resubmittal sheet. If an applicant fails to provide additional information to the City pursuant to FWRC 19.15.050 within 180 days of being notified that such information is required, the application will be deemed null and void and the City shall have no duty to process, review or issue any decisions with respect to such an application. When submitting the requested information, please provide five (5) copies of the revised drawing and a letter addressing each review comment. Sincerely, Leila Willoughby -Oakes Associate Planner 16-102945-UP Doc. I.D. 73995 up Mr. Smith July 26, 2016 Page 4 of 4 enc: Project Resubmittal Form Tree Unit Requirements Handout Solid Waste & Recycling Design Requirements 2008 Technical Review Comments Sarady Long, Senior Traffic Planning Engineer Kevin Peterson, Engineering Plans Reviewer Peter Lawrence, Plans Examiner Brian Asbury, Lakehaven Utility District Aaron Potter, Regional Real Estate Project Manager; Email: aaron. otter .dutchbros.com Zach Stokes, ZCS Engineering Inc., Email: xachsCdxcsenpineeringcom FCM 2 LLC, Email: ed aQldgarchitects.com (Owner) 16-102945-UP Doc. I.D. 73995 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: June 21, 2016 TO: E.J. Walsh, Development Services Manager Peter Lawrence, Plans Examiner Brian Asbury, Lakehaven Utility District Vince Faranda, South King Fire & Rescue Lindsey Tiroux, Public Safety Officer Rob Van Orsow, Solid Waste/Recycling Coordinator Rick Perez, City Traffic Engineer �A FOR DRC MTG. ON: FILE NUMBER (s) : RELATED FILE NOS.: PROJECT NAME: PROJECT ADDRESS: ZONING DISTRICT: Leila Willoughby -Oakes No Meeting Required 16-102945-00-UP 16-100488-00-PC (North FW) 15- 102431-PC (South FW) (2 previous pre -applications subject property) DUTCH BROS NORTH 27525 PACIFIC HWY S BC (same requirements); one on PROJECT DESCRIPTION: Proposal to remodel existing building (757 sf.) and overhang to accommodate a coffee stand, limited site, landscaping improvements, re -striping, site repairs double drive through and a crosswalk. Coffee -shop use vacant for over a year therefore FWRC 19.105.100 `Repair of site improvements' applies. Community design guidelines apply. "If the use conducted on the subject property has ceased for more than one consecutive 12-month period, the applicant shall repair and/or restore the existing improvements on the site (e.g., drainage, landscaping, curbing, parking striping, etc.) to a condition as near as physically possible to the condition required under the approval(s) of the existing development. This provision shall be implemented as a condition of the building permit, land use, or subdivision approval." LAND USE PERMITS: Use Process I (Building Permit Pending Submittal) PROJECT CONTACT: ZCS ENGINEERING INC ZACH STOKES 524 Main Street Suite 2 MATERIALS SUBMITTED: 11 X 17 Site Plan Elevations Floor Plan Narrative CITY OF Federal Wad APPLICATION NO(S) RECEIVED Jv AVA4 - CITY OF FEDERAL WAY CDS MASTER LAND USE APPLICATION DEPARTMENT Or COMMUNITY DEVELOPMFNT SERVICES 33325 8t11 Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 www,cityorfaderai►v y.coin Date f Project Name DUTCH BROS. COFFEE STAND, 27525 PACIFIC HWY S. Property Address/Location 27525 PACIFIC HWY S., FEDERAL WAY, WA 98003 Parcel Number(s) 332204-9220 Project Description PLEASE PRINT REMODEL OF EXISTING BUILDING AND OVERHANG TO ACCOMODATE A COFFEE STAND, LIMITED SITE AND LANDSCAPING IMPROVEMENTS Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination _ Preapplication Conference x Process I (Director's Approval) Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information Community Business (BC) Zoning Designation BC Comprehensive Plan Designation $202,000 Value of Existing Improvements $85,000 Value of Proposed Improvements InteMational Building Code (IBC): B Occupancy Type V-B Construction Type Applicant Name: Brandon Smith, Dutch Bros. Coffee Address: 300 North Valley Drive City/State: Grants Pass, OR Zip: 97526 Phone: 360-434-3148 Fax: Email: brandon.smith@dut bros.com Signature: Agent (if different than Applicant) Name: ZACH STOKES, ZCS ENGINEERING INC. Address: 524 MAIN ST., SUITE 2 City/State: OREGON CITY Zip: 97045 Phone: (503) 659-2205 Fax: (503) 659-24�3• Email: ZACHS64ESE4 GINEERING.COM Signature: Owner Name: Z L lid Address: City/State: Zip: Phone: 4 7 G Fax: TR t�i S • Ca Email: Signature: R.,llof:.. +lnn� T.,.... n.•.. I ']n I I L-APF An to\T%4aaP,•i anA IT— Annlirntinn GCS RECEIVED ED E N G I N E S fi I N G May 20, 2016 `I tzo� 71TY OF CDSRAL WAY Dept. of Community Development Services, City of Federal Way 33325 81h Avenue South Federal Way, WA 98003 Reference: Dutch Bros. Coffee Stand Subject: Pre -Application Submittal Pro'ect Overview Attached are the pre -application drawings and application forms for the proposed Dutch Bros, coffee stand in Federal Way, Washington. The project is located on Pacific Highway South on a Community Business zoned lot (Parcel Number 332204-9220). The property is currently developed with a 760 SF (1,530 SF gross under roof) facility with associated parking and drive through areas. Building construction for this project will include an interior and exterior remodel of the structure within the existing footprint, changing the roof profile of structure, and removing the existing overhang to be replaced with a new overhang as shown in the plans. The new structure will be 760 SF (960 SF gross under roof). Site work will include the addition of a new trash enclosure, a landscaped area, re -configuration of the drive -through lanes, and the addition of a striped pedestrian path to the public ROW. Other than relocating existing utilities as required for the updated floor plan, no additional utility work is anticipated. Traffic/Access The primary access to the development will be located on Pacific Highway South. The facility usage will be similar to the previous business. therefore, traffic impact will not significantly change from previous conditions. One parking lot space will be removed to accommodate the new trash enclosure, and the drive -through lanes will be reconfigured. A pedestrian access from the existing intersection will be striped as shown on the plans. Existing fire turnaround areas will not be impacted. Utilities Existing utilities will be sufficient for the proposed coffee stand. Runoff from the roof is planned to tie into existing storm drainage system. Minor portions of the roof (the gable and overhangs) are planned to daylight to landscaping. 524 A,fgin Street, Snite 2, Oje,gorr Cit1; Ore oJI 97045 - T.• 903.659.2205 I Giants Pass • Klamath Falls • Medford • Oregon City 7,CSENGIN EEAINGE Building Planning Shown on the site plan is the existing building footprint and the proposed overhang. As mentioned above, the current structure is 760 SF (1,530 SF gross under roof) and the new structure will be 760 SF (960 SF gross under roof), resulting in a net decrease in roof area. The structure will consist of a light framed timber building with an approximately 23' maximum roof height. Proposed exterior finish information is included in the drawing set. Additional information will be submitted with the building permit review application. Landscaping At the location shown in the plans, a new section of landscaping (480 SF) will be provided near the ATM, in an area previously covered by the overhang. Landscaping infill will be provided for the existing beds along the South and East side of the property, as shown on the plans. Balance of existing landscaping shall be cleaned and maintained, but no significant alterations are planned. The addition of the landscaping section results in a net reduction in the site's impervious area. We look forward to continuing to work with you on this project. Please review this information and let me know if you have any questions or need any additional information at this time. Since I , Zacha . Sta cs, PE 529A7iiin St»el St We 2 Ofr olr Oli • Om gon 97045 • 7' 503 G.5.9 2205 2 Grants Pass • Klamslh Falls • Med/wd • Oregon City LgK.gC..y= �:�' - - NW 33-22-04 DepL of Assessments iiON'P"�"° '. "..J•� ����e. ._ ,ate' ^ �✓ - j - 8�� `•- —� �. rhea r:-arm wn ira.:w.Kur; ff ---- - f - h 2 f'c TY kf J#IC. Transportation Engineers January 11, 2016 Mr. Kyle Garrett DUTCH BROTHERS COFFEE 8757 Tom Thumb Court Elk Grove, CA 95624 RE: SITE EVALUATION — SHELDON ROAD CROSSING RETAIL CENTER, ELK GROVE, CALIFORNIA Dear Mr. Garrett: KD Anderson & Associates, Inc. has completed our analysis for the proposed Dutch Brothers Coffee Kiosk to be located in the Sheldon Crossing retail center in the Elk Grove. The site is located in the northwest quadrant of the Sheldon Road / Elk Grove -Florin Road intersection. The purpose of this analysis was to determine expected queuing for the kiosk and whether the anticipated traffic can be accommodated without interfering with on -site traffic flow. Additionally, inbound left turn queues from eastbound Sheldon Road was evaluated to determine whether the left turn lane capacity could be exhausted by the project. Based on our discussion with City of Elk Grove staff the a.m. and p.m. peak hours were evaluated. Proposed Proiect The proposed project is an 800 square foot Dutch Brothers coffee kiosk that will be constructed in the existing Sheldon Crossing retail center. While the center is located along the periphery of the north and west sides of the site, the kiosk will stand alone in the southeast quadrant, adjacent to the Sheldon Road / Elk Grove -Florin Road intersection. Its location is shown in Figure 1 while the site plan is illustrated in Figure 2. Review of Similar Sites Three Dutch Brothers sites were surveyed in the Sacramento area to identify typical characteristics of Dutch Brothers kiosks. The three sites surveyed are described below: 7445 Madison Avenue, Citrus Heiglits — This kiosk is located within a neighborhood commercial shopping center in the city of Citrus Heights and is about 400 square feet. This site is located along Madison Avenue about 400 feet east of San Juan Avenue. Madison Avenue is a six -lane roadway while San Juan Avenue is a four -lane roadway. Sacramento County data indicates that the daily traffic volume along Madison Avenue is about 48,700 (vpd) while traffic along San Juan Avenue is about 27,000 vpd. 3995 Grass VaRgy Highway SR 49 Auburn — This kiosk is located within a neighborhood commercial shopping center in the city of Auburn. The location is in the northwest quadrant of the State Route (SR) 49 / Fulweiler Avenue — Elm Avenue intersection. The kiosk is about 400 square feet. Caltrans traffic data indicates that the daily traffic volumes along SR 49 north of Elm Avenue is about 31,500 vpd while traffic along Fulweiler Avenue is about 7,100 vpd. Ehm Avenue, opposite Fulweiler Avenue is part of SR 49, and traffic along this segment reaches about 33,000 vpd at the Interstate 80 interchange area, about'/a mile from the SR 49 / Fulweiler Avenue — Elm Avenue intersection. 3853 Taylor Road, Suite G • Loomis, CA 95650 • (916) 660-1555 • FAX (916) 660-1535 'Swl Elk-GrdvO, CA !'VIA j ain ir 0 0 le a --am. AuhhL, A 11 RV its b." z (L LU U) C\1 A, v Mr. Kyle Garrett January 11, 2016 Page 4 8663 Auburn Folsom Road, Granite Ba — This kiosk is located within a neighborhood commercial shopping center in the town of Granite Bay. The kiosk is about 800 square feet and provides outside seating for walk-up customers. This kiosk is similar in size to the proposed Elk Grove location. This site is located along Auburn Folsom Road about 600 feet south of Douglas Blvd. Auburn Folsom Road and Douglas Blvd are four -lane roadways. Placer County data indicates that the daily traffic volumes along Auburn Folsom Road is about 30,300 vpd while traffic along Douglas Blvd is about 32,200 vpd. Existing Settine & Conditions The proposed project will construct a Dutch Brothers coffee kiosk in the northwest corner of the Elk Grove- Florin Road / Sheldon Road intersection. The proposed kiosk will include windows on both sides of the kiosk to allow sales for two-way traffic. Traffic data from the City of Elk Grove website indicates that Elk Grove -Florin Road services about 30,400 vehicles per day (vpd) while Sheldon Road has about 23,100 vpd. There are numerous coffee shops throughout the Elk Grove area. The closest ones appear to be at the Bond Road and Calvine Road intersections, one mule away to the north and south. Traffic counts were conducted at the two driveway accesses to the shopping center to determine existing conditions at the access points. Figure 3 presents the peak hour a.m. and p.m. volumes at both intersections. This data was used to develop baseline queues at the driveway accesses. As part of the data collection, vehicle queues were also recorded at one minute intervals for outbound vehicles at the east driveway along Elk Grove -Florin Road and for inbound eastbound left turns and outbound southbound right turns at the Sheldon Road driveway. Table 1 presents the 95`h percentile queues for each movement in the a.m. and p.m. peak hours. The 95`h percentile was based on 60 data points collected during the a.m. and p.m. peak hours. During the a.m. peak hour the 95 h percentile queues consist of a single vehicle making an eastbound to southbound right turn onto Elk Grove -Florin Road, zero vehicle queued for the right turn onto westbound Sheldon Road and a two vehicle queue for the eastbound left turn movement into the retail center along Sheldon Road. The 95th percentile queue in the p.m. peak hour consists of two vehicles for all of the driveway movements. The two vehicle queue in the eastbound left turn lane is partly due to traffic heading west from Wheelton Road; this road is directly opposite the eastbound left turn lane and motorists cross eastbound Sheldon Road rather than making a u-turn at the Elk Grove -Florin Road intersection 500' east. TABLE 1 EXISTING 956% QUEUES AT DRIVEWAYS Location AM PM Elk Grove -Florin Road Eastbound Right 1 2 Sheldon Road Southbound Right 0 2 Eastbound Left* 1 2 2 *includes u-turns in existing 120' turn lane IM4 7 N P2 (39) 4 Elk Grove -Florin Rd / Site Access 2 N 855 (1144) (5) 14 (15) 15 Sheldon Rd / Site Access 1& NORTH N.T.S. Legend )0( AM Peak Hour Volume (XX) PM Peak Hour Volume R1-1 Stop Sign Sheldon Crossing ` Retail Center Elk Grove -Florin Rd / Site Access 2 N 44 (27) 855 (1144) (5) 14 (27) 40 Sheldon Rd / Site Access EXISTING EXISTING + PROJECT EXISTING PLUS PROJECT BCD,qndeson&Associates, Ina TRAFFIC VOLUMES AND LANE CONFIGURATIONS Transportation Engineers 2526-01 LT 1/11/2016 figure 3 Mr. Kyle Garrett January 11, 2016 Page 6 Trip Generation and Oueue Estimates Trip generation is determined by identifying the type and size of land use being developed. Recognized sources of trip generation can be used to calculate the total number of projected trip ends. These typically include information from the Institute of Transportation Engineers (ITE) publication Trip Generation, which publishes trip generation rates for a variety of land uses. Land -Use 937 "Coffee/Donut Shop with Drive -Through Window" is the land use closest to the Dutch Brothers model of a drive -through coffee kiosk. Limited data is available for this land use, and the description includes interior tables for customers. The Dutch Brothers coffee kiosk model is a drive -through operation with limited outdoor tables generally for walk-up customers. Because of the lack of data available for coffee kiosks peak hour trips were observed for each of the sites identified earlier, and an average peak hour trip generation rate was developed from the three locations. As noted in the description of the three existing locations two are about 400 square feet and one is about 800 square feet. Table 2 presents the observed data. Trip rates were developed based on the total adjacent street traffic. This includes both the major street and minor street as each of the locations has an intersecting street that provides a second access. Square footage of the site, a commonly used variable, was not considered as the drive -through site is dependent on adjacent traffic. The Madison Avenue and SR 49 sites are approximately the same size, yet the SR 49 site has about a 20% higher a.m. rate and a 38% lower p.m. rate than the Madison Avenue site. Trip generation for specific sites may be affected by the number of additional coffee shops and kiosks in the project vicinity as the Madison Avenue site has almost twice the adjacent street traffic volume, but generates a trip rate less than half of the SR 49 site. Consistent with coffee shop land uses, the a.m. peak has the highest trip generation. Since only three comparative sites were observed an average trip rate was used to estimate the number of trips at the Elk Grove site. The average trip rates were calculated to be 3.00 trips per thousand vehicles in the a.m. peak hour and 1.45 trips per thousand vehicles in the p.m. peak hour. TABLE 2 TRIP GENERATION Trip Generation AM PM Rate (tri s/kvast) Variable Trips Trips Total Trips Trips Total Location (kvast) In Out Trips In Out Trips AM PM Madison Ave 75.7 kvast 87 85 172 55 56 ill 2.27 1.47 (50%) (50%) (50%) (50%) SR 49 38.6 kvast 105 100 205 34 35 69 5.31 1.79 (51%) (4900) (49%) (51%) Auburn Folsom Rd 62.5 kvast 81 72 153 38 39 77 2.45 1.23 53%) (47%) (49%) (51%) Calculated Average Rate 273 257 530 127 130 257 3.00 1.45 Project Trip Generation 52% 48% 49% 51% Elk Grove 1 53,5 kvast 84 77 161 38 40 78 kvast — per thousand vehicles of adjacent street traffic K2�A Mr. Kyle Garrett January 11, 2016 Page 7 Trip Distribution & Trip Assignment. The distribution of project traffic was determined based on our understanding of the project's market area, the type of use (i.e. an intermediate stop between origin and destination) and the directionality of adjacent street traffic. We would expect most traffic to be oriented north along Elk Grove -Florin Road and westbound along Sheldon Road in the a.m. peak commute period. During the p.m. peak hour the number of customers drops considerably, and we expect the trip distribution to be oriented more evenly in all directions. The projected trip distribution is presented in Table 3 and the Existing plus Project driveway volumes are presented in Figure 3. TABLE 3 PROJECT TRIP DISTRIBUTION Route % of Total Trips AM % of Total Trips PM Northbound Elk Grove -Florin Road 45% 30% Southbound Elk Grove -Florin Road 20% 30% Westbound Sheldon Road 30% 30% Eastbound Sheldon Road 5% 10% Total 100% 100% Queue Estimates - Based on the existing peak hour counts a queuing analysis was conducted to determine the projected driveway queues. A Poisson Distribution analysis was used to estimate projected queues as a result of the project. The Poisson Distribution is a discrete probability distribution that occurs in a fixed period of time with a known average rate. It assumes that the process, in this case the number of cars that will be queued, occurs randomly. The Poisson Distribution determines the likelihood that the count will be a specific number during one period of observation based on the average rate of occurrence. A 95`h percentile queue was used to develop the length of the queue line. The 95`h percentile queue indicates that the queue is exceeded only 5% of the time. Since queues were previously observed the service rate was developed based on the observed data and the vehicles entering each turn lane. These service rates were then used to determine the projected queues under project conditions. Table 4 displays the projected driveway volumes with the project. The Poisson Distribution analysis indicates that the eastbound to southbound right turn will lengthen from one to five vehicles in the a.m. peak and from two to three vehicles in the p.m. peak. The eastbound left turn into the retail center will increase from two to three vehicles in the a.m. peak hour and remain at two in the p.m. peak hour. The southbound to westbound right turn from the site onto Sheldon Road is projected to have two vehicles in the a.m. peak hour and two vehicles in the p.m. peak hour. The projected five vehicle a.m. queue along the Elk Grove -Florin Road driveway is based on project traffic heading north, south or east having to use the east driveway to access these directions. The five vehicle queue will not affect traffic within the retail center as this queue occurs in the a.m. peak hour when minimal traffic is present. 10�A Mr. Kyle Garrett January 11, 2016 Page 8 TABLE 4 PROJECTED QUEUES AT DRIVEWAYS AM PM Existing +oj Existing + Location E�stin Prect Existin Project Elk Grove -Florin Road 1 5 2 3 Eastbound Right Sheldon Road Southbound Right 0 2 2 2 Eastbound Left* 2 3 2 2 *includes u-turns in existing 120' turn lane Queuing at Drive -Through Lanes Queuing at each of the Dutch Brothers sites was observed to identify queues associated with the coffee kiosks. Queueing data was recorded on a per minute basis for each of the locations during three hour a.m. and p.m. peak periods, from 6:30 a.m. to 9:30 a.m. and from 3:30 p.m. to 6:30 p.m. Each of the kiosks allows traffic to approach from either direction, and it was also observed that access to and from each kiosk was adjacent to the major street; traffic can also easily access the site from the intersecting street at the SR 49 and Madison Avenue locations. Based on site observations and data collection it appears that customers do not necessarily orient themselves to the shortest queue line. Each of the locations has adequate drive aisles in each of the shopping center locations, and it appeared that customers would enter the site, observe the queues in both directions and then determine which line they entered. Table 5 presents queueing information at 15 minute intervals showing the longest queues observed in both directions approaching the kiosk; these figures represent the highest volumes observed in each interval. The table also presents the combined queues every 15 minutes. The longest combined queues do not necessarily correspond with the longest queues in each direction. The data shows that the 95 h percentile queues at the Madison Avenue kiosk were seven vehicles in either direction and 12 vehicles total in the a.m. peak period and five total vehicles and four directional vehicles in the p.m. peak period. The 950' percentile queues at the SR 49 site was five vehicles in a single service line and eight total vehicles while at the Auburn Folsom Road site the 95a' percentile queue was seven vehicles in a single service line and ten total vehicles. Im Mr. Kyle Garrett January 11, 2016 Page 9 TABLE 5 QUEUING DATA IN DRIVE -THROUGH LANES Time Madison Ave SR 49 Auburn Folsom Rd A.M. / P.M. 6:30 5/7(12) 2/3(5) 3/2(5) 3:30 3/6(8) 3/3(6) 6/4(7) 6:45 6/9(14) 2/3(5) 2/3(4) 3:45 4/5(8) 4/2(6) 5/3(7) 7:00 6/8(13) 2/4(6) 4/3(6) 4:00 5/3(8) 3/3(6) 2/5(7) 7:15 5/7(12) 4/4(8) 6/7(13) 4:15 2/3(4) 2/2(4) 3/3(6) 7:30 6/7(13) 5/7(12) 5/7(11) 4:30 3/3(5) 2/2(4) 3/3(6) 7:45 6/6(11) 6/6(11) 5/7(12) 4:45 4/2(5) 2/2(4) 1/3(4) 8:00 5/ 5 (10) 6/ 5 (10) 7/ 7 (13) 5:00 2/4(4) 3/2(5) 2/2(3) 8:15 7/7(14) 5/5(9) 7/5(12) 5:15 3/3(4) 1/1(1) 2/1(2) 8:30 5/6(11) 4/5(8) 6/5(10) 5:30 3/5(8) 3/2(5) 3/2(5) 8:45 8/ 7 (14) 3/3(6) 5/4(8) 5:45 1/3(3) 3/2(5) 3/2(3) 9:00 3/4(7) 6/6(11) 3/4(7) 6:00 3/4(6) 3/2(5) 3/3(6) 9:15 4/7(11) 4/4(7) 4/4(8) 6:15 3/2(5) 3/2(5) 3/2(5) longest east side or north side queue / longest west side or south side queue (maximum vehicles queued in 15 minute period — both directions) bold indicates a.m. 95th percentile queue on one approach and /or 95`h percentile queue at site bold indicates p.m. 95th percentile queue on one approach and /or 95th percentile queue at site Based on the information collected at the three Dutch Brothers locations the worst case scenario would require a seven vehicle service aisle for each direction. The longest queues occur in the a.m. with seven vehicles queued in a single direction and twelve vehicles queue in two directions; the 95"i percentile p.m. queues were four vehicles in one direction and six vehicles total. The proposed site plan indicates that the eastbound service aisle on the south side of the site can accommodate eight vehicles while the westbound service aisle on the north side can queue seven vehicles; therefore, at a 95'h percentile arrival rate the proposed available queuing is adequate. JCA Mr. Kyle Garrett January 11, 2016 Page 10 It takes Dutch Brothers about 50 seconds on average to serve a customer, and they can serve as many as 60 customers an hour at a two lane kiosk. Table 6 presents the Poisson Distribution assuming a scenario of a maximum 60 customers being served in an hour. Excluding adjacent traffic volumes and any other variables such as kiosk size and focusing on the service rates and customers served the 95% arrival rate is 15 to 16 vehicles. This is consistent with the proposed on -site lane storage. It is possible that the queue in either approach might exceed the proposal storage in the a.m. peak hour; however, there is adequate space between the service lane and the adjacent driveways to provide an additional two to three car queue. This would not affect outbound traffic from the site. TABLE 6 POISSON DISTRIBUTION DUTCH BROTHERS DRIVE -THROUGH QUEUE Probabili Queue Exceeded (rounded) Average Number of Vehicles AppearingAppea!:!Rg in Interval 16.67% 16.67% 0 13.89% 30.56% 1 11.57% 42.13% 2 9.65% 51.77% 3 8.04% 59.81 % 4 6.70% 66.51 % 5 5.58% 72.09% 6 4.65% 76.74% 7 3.88% 80.62% 8 3.23% 83.85% 9 2.69% 86.54% 10 2.24% 88.78% 11 1.87% 90.65% 12 1.56% 92.21% 13 1.30% 93.51 % 14 1.08% 94.59% 15 0.90% 95.49% 16 Findings The proposed Dutch Brothers coffee kiosk will be constructed in the southeast quadrant of the Sheldon Crossing Retail Center, located in the northwest quadrant of the Elk Grove -Florin Road / Sheldon Road intersection. The existing driveway access intersections will be used with right -in, right -out movements only along Elk Grove -Florin Road and right -in, right -out and left -in access along Sheldon Road. k �A Mr. Kyle Garrett January 11, 2016 Page 11 Three existing Dutch Brothers sites were observed to determine queues at the service windows and to determine peak hour traffic volumes so that an average rate could be used to estimate project traffic. The three sites had comparable traffic volumes to the Elk Grove site and generated up to 205 a.m. peak hour trips and 111 p.m. peak hour trips. The longest observed queues were nine vehicles in a single service lane and 14 total vehicles queued in both service lanes. The observed data was used to estimate traffic conditions at the project site. A queueing analysis was completed for inbound left turns along Sheldon Road and outbound right turns along Elk Grove -Florin Road and Sheldon Road driveways. A Poisson Distribution analysis was used based on the observed queues at the driveways. The driveways currently have queues of up to two vehicles in the a.m. peak hour, with the maximum queue in the eastbound left turn lane entering the site, and two vehicles in the p.m. peak hour, at all three study locations. The driveway queues are projected to lengthen to five vehicles in the a.m. peak hour and three vehicles in the p.m. peak hour exiting the eastbound driveway and three vehicles in the a.m. peak hour entering from Sheldon Drive. The existing eastbound left turn lane storage length will be adequate to accommodate the project traffic. Queueing at the coffee kiosk was developed based on the observed queues at the three existing sites. The queues were observed to be a maximum of 14 vehicles total and up to a maximum of nine vehicles in one direction. Assuming that a maximum of 60 customers are served per hour, the Poisson Distribution analysis suggests that 15 to 16 vehicles could be queued. Based on the data collected this would occur in the a.m. peak hour when little traffic is generated by the other site uses. The proposed layout provides a 15 vehicle queue in the service lanes with up to an additional five vehicles able to queue without interfering with driveway access. Should you have any questions please free to contact me at (916) 660-1555 or you may reach me via e- mail at iflecker(c kdanderson.com. Sincerely, KD Anderson & Associates, Inc. Jonathan D. Flecker, P.E. Transportation Engineer Dutch Bros Kiosk — Sheldon Rd 2526-01 Date: 121212015 Day: Wednesday A Otiveway 1 AM NOON PM Elk Grove Florin Road & Driveway 1 Peak Hour Summary 9 {0 c AM 70 1113 0 LL NOON 0 Y W PM El 1628 0 #8 1 4 El 1-0 1 E]�= F I I ED0mf F-o I = 39 AM NOON PM Count Periods Start End AM 6:30 AM 9:30 AM NOON NONE NONE PM 3:30 PM 6:30 PM Total Ins & Outs 1123 1 0 AM 0 NOON 41643 0 PM AM NOON PM a 10 0 1s ♦ a 0 4 0 39 0 AM AM 1117 0 NOON 0 0 PM 1667 0 Project#: 15-7941-001 AM NOON AM Peak Hour L07:30 - 08:15 NOON Peak Hour PMPM Peak Hour -17:15 AM 41a [7] NOON El PM E • +W= r = m AM NOON PM 4 1 t e AM 1117 [0 = FE AM NOON E] = F-- I NOON PM 1667 I F-o-1 FE PM Northbound Approach Total Volume Per Leg 1123 AM 0 NOON 1643 PM AM NOON PM 0 D 0 0 14 0 54 0 0 0 AM 1117 NOON 0 PM 1867 Driveway 2 & Sheldon Road Peak Hour Summary Date: 12/212015 • Day Wednesday T q 7 NOON n PM 29 Ell M Sheldon Road AM NOON PM 857 ❑ F73 15 ED 15 wit F-- I C7 Fo I=+ M0F0 I=* AM NOON PM Count Periods Start End AM 6:30 AM 9:30 AM NOON NONE NONE PM 3:30 PM 6:30 PM Total Ins & Outs 2 17 AM 0 0 NOON 29 27 PM AM NOON PM -# i 857 1 0 1 1173 a p 857 0 15 4 4 0 ii RM AM 0 0 NOON 0 0 PM 0 0 CONTROL Project #: 15-7941-002 17 AM NOON AM Peak Hour 07:30 - 08:15 NOON Peak Hour 27 PM PM Peak Hour 17:00 -17:45 AM NOON PM a 12 855 � 1144 AM NOON PM Y 41 t t* AM F Fo 1 E71 F-- � AM NOON 0 = F7- = NOON PM FO I Fo-� EJ PM Northbound Approach Total Volume Per Leg 19 AM 0 NOON 56 PM 1 NON PM 0 1156 � O 1188 857 1 0 1156 AM 9 DON 9 PM 9 15-7941 Queues Queue Length Observations at Sheldon Crossing Shopping Center Wednesday, December 2, 2015 •Uturns Driveway 1 Driveway 2 Elk Grove -Florin Sheldon Road AM EBR Max Queue PM EBR Max Queue AM EBL Max Queue SBR Max Queue PM EBL Max Queue SBR Max Queue 630 AM 0 3:30 PM 1 6:39 AM 0 0 3:30 PM 0 0 631 AM 0 3:31 PM 0 631 AM 0 0 3:31 PM 2 0 6:32 AM 0 3:32 PM 1 632 AM 0 0 3:32 PM 1• 0 633 AM 0 3:33 PM 0 6:33 AM 0 0 3:33 PM 0 0 634 AM 0 3:34 PM 0 634 AM 1• 0 3:34 PM 0 1 6:35 AM 0 335 PM 0 6:35 AM 0 0 3:35 PM 0 1 6:36 AM 0 3:36 PM 0 636 AM 0 0 3:36 PM 1. 0 6:37 AM 0 337 PM 0 637 AM 0 0 337 PM 0 0 6:38 AM 0 338 PM 0 638 AM 1' 0 3:38 PM 0 0 6:39 AM 0 3:39 PM 0 6:39 AM 1' 0 339 PM 0 1 6:40 AM 0 3:40 PM 0 6:40 AM 0 0 3:40 PM 0 0 6:41 AM 0 3:41 PM 0 6:41 AM 0 0 3:41 PM 0 0 6:42 AM 0 3:42 PM 0 6:42 AM 0 D 3:42 PM 0 0 6A3 AM 0 3:43 PM 0 6.43 AM 2- 0 3:43 PM 0 0 6:44 AM 0 3:44 PM 0 6:44 AM 0 D 3:44 P.M 1 2 6:45 AM 0 3:45 PM 2 6*45 AM 0 0 3A5 PM 0 1 6:46 AM 0 3:46 PM' 0 6:46 AM 0 0 3A6 PM 0 0 6:47 AM 0 3:47 PM 0 6:47 AM 0 0 3:47 PM 0 4 6:48 AM 0 3:49 PM 0 6:49 AM 1*1 0 3:48 PM 0 0 6A9 AM 0 3:49 PM 0 6:49 AM 0 1 3:49 PM 1• 0 6:50 AM 0 3:50 PM 1 6:50 AM 1 0 3:50 PM 0 0 6:51 AM 0 3:51 PM 1 6:51 AM 0 0 3:51 PM 0 0 6:52 AM 0 3:52 PM 0 6:52 AM 0 D 3:52 PM 1• 1 6:53 AM 0 3:53 PM 0 6:53 AM 0 0 3:53 PM 0 0 6:54 AM 0 354 PM 0 6:54 AM 0 0 3:54 PM 1• 0 6:55 AM 0 3:55 PM 0 6:55 AM 0 0 3:55 PM 0 0 6:56 AM 0 3:56 PM 0 6:56 AM 0 0 3:56 PM 0 0 6:57 AM 0 3S7 PM 0 5:57 AM 0 0 3:57 PM 0 1 6:58 AM 0 35S PM 0 6:58 AM 1' 0 3:58 PM 1 0 6:59 AM 0 3:59 PM 1 6:59 AM 0 0 3:59 PM 1 1 7:00 AM 0 4:D0 PM 1 7:00 AM 1' 0 4:00 PM 0 1 7:01 AM 0 4:01 PM 2 7:01 AM 0 0 4:01 PM 0 0 7:02 AM 0 4:02 PM 0 7:02 AM 0 0 4:02 PM 0 0 7:03 AM 0 4:03 PM 0 7:03 AM 0 0 4:03 PM 0 0 7:04 AM 0 4:04 PM 1 7:04 AM 1' 0 4:04 PM 0 0 7:05 AM 0 4:05 PM 0 7:05 AM 0 0 4:05 PM 0 0 7:06 AM 0 4:06 PM 1 7:06 AM 0 0 4:06 PM 0 0 7:07 AM 0 4:07 PM 1 7:07 AM 0 0 4:07 PM 0 0 7:08 AM 0 4:08 PM 0 7:08 AM 0 0 4:08 PM 0 0 7:09 AM 0 4:09 PM 0 7:09 AM 0 0 4:09 PM 1' 0 7:10 AM 0 4:10 PM 0 7:10 AM 2• 0 4:10 PM 2 2 7:12 AM 0 4:11 PM 2 7:11 AM 1' 0 4:11 PM 1*1 1 7:12 AM 0 4:12 PM 0 7:12 AM 1 0 4:12 PM 0 0 7:13 AM D 4:13 PM 3 7:13 AM 1 0 4:13 PM 0 0 7:14 AM 0 4:14 PM 0 7:14 AM 0 0 4:14 PM 0 0 7:15 AM 0 4:15 PM 0 7:15 AM 0 0 4:15 PM 1 0 7:16 AM 0 4:16 PM 0 7:16 AM 1*1 1 4:16 PM 1• 1 7:17 AM 0 4:17 PM 0 7:17 AM 0 0 4:17 PM 1• 1 7:18 AM 0 4:18 PM 0 7:18 AM 0 0 4:18 PM 0 1 7:19 AM 0 4:19 PM 0 7:19 AM 2- 0 4:19 PM 0 0 7:20 AM 0 4:20 PM 0 7:20 AM 0 0 4:20 PM 0 0 7:21 AM 0 4:21 PM 0 7:21 AM 0 0 4:21 PM 0 0 7:22 AM 0 4:22 PM 0 7:22 AM 1' 0 4:22 PM 1' 0 7:23 AM 0 4:23 PM 1 7:23 AM 1• 0 4:23 PM 1*1 0 7:24 AM 0 4:24 PM 0 7:24 AM 1' 0 4:24 PM 2 2 7:25 AM 1 4:25 PM 1 7:25 AM 0 1 4:25 PM 0 1 7:26 AM 1 4:26 PM 0 7:26 AM 1-1 0 4:26 PM 0 0 7:27 AM 0 4:27 PM 1 7:27 AM 2- 0 4:27 PM 0 1 7:28 AM 0 4:28 PM 0 7:28 AM 2• 0 4:28 PM 0 1 7:29 AM 0 4:29 PM 0 7:29 AM 1• 0 4:29 PM 0 0 7:30 AM 0 430 PM 2 7:30 AM 0 0 430 PM 1. 0 7:31 AM 0 4:31 PM 0 731 AM 0 0 4:31 PM 0 0 7:32 AM 0 432 PM 0 7:32 AM 2- 0 4:32 PM 0 0 733 AM 0 4:33 PM 0 733 AM 0 0 4:33 PM 0 0 7:34 AM 0 434 PM 1 734 AM 0 0 4:34 PM 1' 0 7:35 AM 0 435 PM 1 7:35 AM 1*1 1 4:35 PM 1 0 7:36 AM 0 4:36 PM 0 7:36 AM 0 0 4:36 PM 0 1 7:37 AM 0 437 PM 0 7:37 AM 0 0 4.37 PM 1-2 0 73B AM 0 4:38 PM 0 7:38 AM 0 0 4:38 PM 0 0 7:39 AM 0 4:39 PM 0 7:39 AM 0 0 4:39 PM 0 0 7:40 AM 0 4:40 PM 1 7:40 AM 0 A 4.40 PM 0 0 7:41 AM D 4:41 PM 1 7AI AM 1' 0 4:41 PM 0 1 7:42 AM 0 4:42 PM 0 7A2 AM 3 0 4:42 PM 0 1 7:43 AM 0 4:43 PM 0 7:43 AM 0 0 4.43 PM 0 1 7:44 AM 0 4.44 PM 0 7*44 AM 2- 0 4:44 PM 0 1. 7:45 AM 0 4:45 PM 1 7:45 AM 0 0 4:45 PM 1 0 7:46 AM 0 4:46 PM 1 7:46 AM 0 0 4:46 PM 0 0 7:47 AM 0 4:47 PM 1 7:47 AM 1 0 4:47 PM 1 0 7:48 AM 0 4:48 PM 0 7AS AM 1.2 0 4:48 PM 0 0 15-7941 Queues Queue Length Observations at Sheldon Crossing Shopping Center Wednesday, December 2, 2015 •Uturns Driveway 1 Driveway 2 Elk Grove -Florin Sheldon Road AM EBR Max Queue PM EBR Max Queue AM EBL Max Queue SBR Max Queue PM EBL Max Queue SBR Max Queue 7:49 AM 0 4:49 PM 0 7:49 AM 0 u 4:49 PM 0 0 7:50 AM 1 4:50 PM 1 7:50 AM 2 0 4:50 PM 0 0 7:51 AM 0 4:51 PM 1 7:51 AM 0 0 4:51 PM 0 0 7:52 AM 0 4:52 PM D 7:52 AM 0 0 4:52 PM 0 0 7:53 AM 0 4:53 PM 0 7:53 AM 0 0 4:53 PM 0 0 7:54 AM 0 4:54 PM 0 7:54 AM 0 0 4:54 PM 0 0 7:55 AM 0 4:55 PM 0 7:55 AM 0 0 4:55 PM 0 0 7:56 AM 0 4:56 PM 0 7:56 AM 2 0 4:56 PM 2 0 7:57 AM 0 457 PM 0 7:57 AM 1 0 4:57 PM 1 1 7:58 AM 0 4:58 PM 0 7:58 AM 0 0 4*58 PM 0 0 7:59 AM 0 4:59 PM 1 7:59 AM 2• 0 4:59 PM 1.1 0 8:00 AM 0 5:00 PM 1 8:00 AM 1 0 5:D0 PM 0 0 9:01 AM 0 5:01 PM 0 8:01 AM 0 0 5:01 PM 0 0 8:02 AM 0 5:02 PM 0 8:02 AM 0 0 5:02 PM 0 0 8:03 AM 1 5:03 PM 1 8:03 AM 0 0 5:03 PM 0 0 8:04 AM 1 5.04 PM 0 8:04 AM 0 0 5:04 PM 0 1 8:05 AM 0 S:05 PM 1 8:05 AM 0 0 5:05 PM 1 2 8:06 AM 0 5:05 PM 3 8:06 AM 0 0 5:06 PM 1 1 8:07 AM 0 5:07 PM 2 8:07 AM 1• 0 5:07 PM 0 0 8:08 AM 0 5:08 PM 4 8:08 AM 1• 0 5:08 PM 1 1 8:09 AM 0 5:09 PM 0 8:09 AM 0 0 5:09 PM 0 1 8:10 AM 0 5:10 PM 1 8:10 AM 0 0 5:10 PM 1 2 8:11 AM 0 5:11 PM 0 8:11 AM 0 0 5:11 PM 0 7 8:12 AM 0 5:12 PM 0 8:12 AM 0 0 5:12 PM 0 2 8:13 AM 0 5:13 PM 2 8:13 AM 0 0 5:13 PM 0 D 8:14AM 0 5:14 PM 0 8:14 AM 0 0 5:14 PM 0 1 8:15 AM 0 5:15 PM 1 8:15 AM 0 0 5:15 PM 0 1 9:16 AM 0 5:16 PM 0 8:15 AM 0 0 5:16 PM 0 0 8:17 AM 0 5:17 PM 1 8:17 AM 1 0 5:17 PM 0 0 8:19 AM 0 5:18 PM 1 8:18 AM 1• 0 5:18 PM 0 0 8:19 AM 0 5:19 PM 2 8:19 AM 2*1 0 5:19 PM 1 I 8:20 AM 0 5:20 PM 0 8:20 AM 0 1 5:20 PM 2 0 8:21 AM 0 5:21 PM 0 9:21 AM 0 0 5:21 PM 2 2 8:22 AM 0 5:22 PM 0 8:22 AM 0 0 5:22 PM 0 0 8:23 AM 0 5:23 PM 0 8:23 AM 0 0 5:23 PM 1' 1 8:24 AM 0 5:24 PM 2 8:24 AM 0 0 524 PM 0 0 8:25 AM 0 5:25 PM 2 8:25 AM 0 0 5:25 PM 1' O 8:26 AM 0 5:26 PM 1 9:26 AM 0 0 5:26 PM 0 0 8:27 AM 0 5:27 PM 1 8:27 AM 0 0 5:27 PM 0 2 8:28 AM 0 5:28 PM 0 8:28 AM 0 0 5:28 PM 1. 0 8:29 AM 0 5:29 PM 1 8:29 AM 0 0 5:29 PM 0 0 8:30 AM 1 5:30 PM 1 8:30 AM 0 0 530 PM 0 0 8:31 AM 0 5:31 PM 0 5:31 AM 0 0 531 PM 1 0 9:32 AM 0 5:32 PM 1 832 AM 0 0 5:32 PM 0 0 8:33 AM 0 533 PM 0 8:33 AM 0 0 5:33 PM 0 0 8:34 AM 0 5:34 PM 0 8:34AM 0 1 5:34 PM 0 1 835 AM 0 5:35 PM 0 8:35 AM 0 0 5:35 PM 0 0 8:36 AM 0 5:36 PM 0 8:36 AM 1' 0 5:36 PM 0 0 8:37 AM 0 5:37 PM 1 8:37 AM 2 1 5:37 PM 2 0 8:38 AM 0 538 PM 1 8:38 AM 0 2 5:38 PM 0 0 8:39 AM 0 539 PM 1 8:39 AM 0 0 539 PM 0 0 9:40 AM 0 5:40 PM 0 8:40 AM 0 0 5:40 PM 0 1 8,41 AM 0 5:41 PM 0 8:41 AM 0 0 5:41 PM 0 0 8:42 AM 0 5:42 PM 0 8:42 AM 1• 0 5:42 PM 0 0 8:43 AM 0 5:43 PM 1 8:43 AM 0 1 5:43 PM 0 1 8:44 AM 0 5:44 PM 0 8:44 AM 0 0 5:44 PM 1 0 8:45 AM 1 5:45 PM 0 8:45 AM 0 0 5:45 PM 0 0 8:46 AM 0 5:46 PM 1 8:46 AM 0 0 5:46 PM 0 0 8:47 AM 0 5:47 PM 0 8:47 AM 1• 0 5:47 PM 0 1 8:48 AM 0 5:48 PM 1 8:48 AM 0 1 5:48 PM 0 0 8:49 AM 0 5:49 PM 0 8:49 AM 0 1 5A9 PM 1 1 8:50 AM 0 5:50 PM 1 8:50 AM 0 0 5:50 PM 0 0 8:51 AM 0 5:51 PM 0 0:51 AM 0 0 5:51 PM 0 1 8:52 AM 0 5:52 PM 0 8:52 AM 0 0 5:52 PM 0 1 8:53 AM 0 5:53 PM 0 8:53 AM 0 0 5:53 PM 0 0 8:54 AM 0 5:54 PM 0 8:54 AM 1*2 0 5:54 PM 0 0 8:55 AM 0 555 PM 0 8:55 AM 0 0 5:55 PM 1' 0 8:56 AM 1 5:56 PM 0 8:56 AM 0 1 5:56 PM 1 0 8:57 AM 0 5:57 PM 0 8:57 AM 0 0 5:57 PM 0 1 8:58 AM 0 5:58 PM 0 8:58 AM 0 0 5:58 PM 0 0 9:59 AM 0 5:59 PM 0 8:59 AM 0 0 5:59 PM 1' 1 9:00 AM 0 6:00 PM 0 9:00 AM 0 1 6:00 PM 0 0 9:01 AM 0 6:01 PM 0 9:01 AM 0 1 6:01 PM 0 0 9:02 AM D 6:02 PM 0 9:02 AM 0 D 6:02 PM 0 0 9:03 AM 0 6:03 PM 0 9:03 AM 0 0 6:03 PM 1 0 9:04 AM 0 6:04 PM 1 9:04 AM 0 0 6:04 PM 2 3 9:05 AM 0 6:05 PM 1 9:05 AM 0 0 6:05 PM 1' 1 9:06 AM 0 6:06 PM 2 9:06 AM 0 0 6:06 PM 1' D 9:07 AM 1 6:07 PM 1 9:07 AM 0 0 6:07 PM 0 0 15-7941 Queues Queue Length Observations at Sheldon Grossing Shopping Center Wednesday, December 2, 2015 -Uturns Driveway 1 Driveway 2 Elk Grove -Florin Sheldon Road AM EBR Max Queue PM EBR Max queue AM EBLMax Queue SBRMax Queue PM EBLMax Queue SBRMax Queue 9:08 AM 0 6:08 PM o 9-08 AM 0 0 6:08 PM 0 0 9:09 AM 0 6:09 PM 1 9:09 AM 0 0 6:09 PM 1 0 9:10 AM 1 6:10 PM 0 9:10 AM 0 0 6:20 PM 1" 1 9:11 AM 0 6:11 PM 0 9:11AM 0 0 6:11 PM 0 0 9:12 AM 0 6:12 PM 0 9:12 AM 0 0 6:12 PM 1 0 9:13 AM 0 6:13 PM a 9:13 AM 0 0 6:13 PM 0 0 9:14 AM 0 6:14 PM 0 9:14AM 0 0 6:14 PM 1 0 9:15 AM 0 6:15 PM a 9:15 AM 1' 0 6:15 PM 1 0 9:16 AM 0 6:16 PM 2 9:16 AM 0 0 6:16 PM 0 1 9:17 AM 0 6:17 PM 0 9:17 AM 0 0 6:17 PM 0 1 9:18 AM 0 6:18 PM 2 9:18AM 0 0 6:18 PM 1 0 9:19 AM 0 6:19 PM 0 9:19 AM 0 0 6:29 PM 0 2 9:20 AM 0 6:20 PM 1 9:20 AM 0 1 6:20 PM 1 2 9:21 AM 0 6:22 PM 0 9:21 AM 0 0 6:21 PM 0 1 9:22 AM 0 6:22 PM 1 9:22 AM a 0 6:22 PM 0, 1 9:23 AM 0 6:23 PM 1 9:23 AM 0 0 &23 PM 1 1 9:24AM 0 6:24 PM 0 9:24 AM 0 0 674 PM 0 0 9:25 AM 0 6:25 PM 1 925 AM 0 a 6:25 PM 1' 1 9:26 AM 0 6:26 PM 0 9:26 AM 1• 0 6:26 PM 0 0 9:27 AM 0 6,27 PM 0 9:27AM 2 1 6:27 PM 0 2 9:28 AM 0 6:29 PM 0 9:28 AM 0 0 628 PM 0 0 9:29 AM 0 6:29 PM 0 9:29 AM 1' 0 6:29 PM 0 0 O N C O M h O N m O N N 0 0 0 0 �--� m 0^ N O M N O O N O O N O N^ O m O O N h O^^ O O M O N N O^ O O N V h O N Q In O .. 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N �o �o •� � t� t� i�r i� m m m m m m a tr a b to N M N^ In N m b �--� .+ d' O .-� N nl V h � � � m a •-� N tp e m tie ee m 6r a a N M r r r M G--� N O d' m N^ M r ^ M M �-+ N M '+ a M N a M h M h F m M M a M M M N a h m M tit { h O r N tm C h O '+ � m a O r b bZn N O N Na ^ NIn^ m NO N M N_ N M N m m N a a Na b b N M m NO a a N a N N M M m M a Na O r N M N NO N N O r s O O M O ^ h a N^ •-� •-� a h O .-� N t•1 h O ^ W Hl a V O r ^ N [� Ih [� L� ti0 ee Oe tie 66 00 Ci Oi tT e a N U d N <aa cy as as as as as as as as as as as as as as as as y o o a o o 0 o a o o O o 0 o O o 0 0 0 o O o 0 o a o 0 o O 'o 0 0 0 0 wZrn Zvi Zrn Zm Zm Zm Zw Zvi Zvi Zm Zm Zvi Zw Zrn Zvi Zw Zm zrn fp F f: I-1 It & N }; R S 1RAR$PORTA1108 CDHSVITAIM MEMORANDUM Date: October 8, 2007 To: Susan Cronk — Simeon Properties From: Eddie Barrios, P.E. — Fehr & Peers Subject: Updated Mt. Eden Shops Site Plan Review WC07-2408 This memorandum updates the information presented in the Mt. Eden Shops Site Plan Review dated March 1, 2007. The memorandum has been updated to reflect the drive4hrough window queue observations for an existing Starbucks in Santa Clara, California. For completeness and easier reference, all of the information presented in the previous memorandum is included in this memorandum. Fehr & Peers performed a site plan review for the Mt. Eden Shops development. The reviewed site plan is dated February 16, 2007..The Mt. Eden Shops development consists of two retail pads (Retail A and Retail B). Retail A is approximately 8,250 square feet, while Retail S is approximately 1,838 square feet. Retail B is anticipated to be occupied by a Starbucks that will provide a drive -through window. To estimate the extent vehicle queuing at the drive -through window for Retail 8, queuing surveys were performed at three existing Starbucks with drive - through windows. The morning peak period was selected for analysis because it represents the period with the highest level of activity based on field observations and a previous trip generation survey performed by Fehr & Peers'. Surveys were performed from 7:00 AM to 9:00 AM at the following Starbucks locations with drive -through windows:. o Starbucks in -San Leandro (15555 E. 10 Street, San Leandro, CA) Starbucks in Concord (4125 Concord Boulevard, Concord, CA) Starbucks in Santa Clara (3605 El Camino Real ,Santa Clara, CA) DRIVE -THROUGH WINDOW QUEUE SURVEY RESULTS The surveyed drive- through facilities are designed with an ordering station in advance of the pick- up window. Data at each site was recorded at one minute intervals between 7:00 AM and 9:00 AM. The results are summarized in Table 1. The detailed data is attached to this memorandum. A trip generation survey was performed by Fehr & Peers in 2001 for a Starbucks in Orinda, California. The results indicated that the midday and PM peak hour trip generation was [ess than half that of the AM peak hour. 100 Pringle Avenue, Suite 600 Walnut Creek, CA 94596 (925) 930.7100 Fax (925) 933-7090 ww0ehrandpeers.com ATTACHMENT C October 8, 2007 Page 2of4 FLIiI: 11f.I:5 �A�tisroxsi.r�ua toas�t+M1xis Table 1 QueueSurve Results at Starbucks Location Average Queue 85 Percentil'e Queue Maximum Queue Order Pick -Up Order i Pick -Up _ _ Order Pick -Up San Leandro Starbucks 3 4 6 6 7 6 Concord Starbucks 2 2 4 4 8 5 Santa Clara Starbucks 3 3 6 4 9 4 Source: Fehr & Peers; 2007 Because the length of the queue at the pick-up window is limited. by the actual-distahce provided between the pick-up window and the ordering station, both the pick-up window queue and ordering station queue should be considered together to determine the total length of the queue. Based on the results presented in Table 1, the maximum total queue was observed to be 13 vehicles, while the average queue ranged between 4 and 8 vehicles depending on location. The data from all three locations was combined to estimate queuing characteristics for the proposed Mt. Eden Shops Starbucks. At all locations the queues at the ordering station and pick- up window were added together to determine the total queue. The chart below presents the percentage of time (percent occurrence) that individual queues were observed during the AM peak period. As -shown below; the maximum queue (13.vehicles) was observed for only about.2 percent of the time which represents about 2.4 minutes (= 0.02*120 minutes). Susan Cronk October 8, 2007 Page 3 of 4 & j�Ffll� ;'J,nA 119Y in�s011 !OWSLIS/�k:i SITE PLAN REVIEW A project site plan review was performed to determine if adequate site access, circulation, and drive -through window vehicle storage would be provided by the project. The review is presented below. Project Site Access The project proposes to provide access via two driveways on Industrial Boulevard. The main project driveway is located on the northern project site boundary and is controlled by a traffic signal. The second driveway located between the main project driveway and the Highway 92 westbound on -ramp is side -street stop controlled where project traffic stops and yields to traffic on Industrial Boulevard. This driveway will be restricted to right -turn inlright-turn out. Both driveways will be at least 40 feet wide which is adequate for two-way travel and emergency vehicle access. on=Site Vehicle Circulation The project proposes to provide standard 90 degree parking with parking stall dimensions of 9 feet by 19 feet which is consistent with the City of Hayward Municipal Code. The parking isles will be at least 25 feet wide which is adequate for 90 degree parking and two-way vehicle circulation. The two proposed internal drive aisles that d❑ not provide direct parking will be 20 feet wide which is adequate for two-way vehicle circulation and emergency vehicle circulation. The on -site vehicle turning radii including the drive -through lane appear to be adequate for all passenger vehicles. Based on information received from Simeon Properties all deliveries are anticipated to occur by either a single -unit truck (i.e. UPS, FedEx, etc.) or a semi -truck trailer. Based on information provided by the architect, the delivery circulation pattern will be to enter from the main protect driveway, make a left -turn behind Retail B, and then another left -turn into the loading area which Is located between the two retail pads. To exit, trucks would go straight towards the second driveway on tndustrial Boulevard and make a right -turn. A turning radii analysis was performed to determine the largest truck that could maneuver within the site. The turning radii analysis indicates that bath the single -unit truck and the WB 40 semi -truck trailer (about 41 feet in length) could maneuver within the site to loadlunload. However, because truck circulation would require the temporary use of opposing travel lanes and would block one of the internal drive -aisles for an extended period of time, deliveries should be restricted to off-peak hours to avoid impacts to on -site vehicle circulation. Pedestrian Circulation Adequate on -site pedestrian circulation is provided by the project through several design features that include raised curb, new sidewalk, and marked crosswalks throughout the site. We understand that the City has raised concerns about the marked crosswalk at the drive -through lane that connects the two retail pads and about the lack of sidewalk on the Industrial Boulevard project site frontage. Based on the site layout, the marked crosswalk across the drive -through lane appears to be a reasonable location to connect the two retail parts for pedestrians. pedestrians usually choose the path of least resistance. The location of the marked crosswalk is likely to be the location where pedestrians cross even if the marked crosswalk was not present. The current design allows drivers at the drive -through window to have an unobstructed view of pedestrians on the crosswalk. Vehicle and pedestrian conflicts could be minimized by making the crosswalk highly visible through the use of color and textured pavernent. October 8, 2007 Page 4 of 4 r� .AA KSC O):A [;pX fOKSSi ltA87c The project proposes to provide sidewalk along the Industrial Boulevard frontage between the main project driveway and the right -turn inlright-turn out driveway. It does not propose to provide sidewalk along the Industrial Boulevard project site frontage south of the right -turn inlright-turn out driveway. This is because no sidewalk or crossing opportunities are provided on the west side of Industrial Boulevard across the Highway 82 interchange. Sidewalk is also not provided on the west side of Industrial Boulevard for at least 1,000 feet south of the interchange. Sidewalk along the Industrial Boulevard project site frontage south of the right -turn inlright-turn out driveway is not needed based on the existing setting. Furthermore, sidewalk may encourage illegal pedestrian activity across the Highway 92 interchange on the west side. We recommend that no sidewalk be provided along the Industrial Boulevard project site frontage south of the right -turn inlright-turn out driveway. Drive -Through Vehicle Storage Based on the site plan, the. drive -through lane will stare about 11 vehicles before the queue impacts on -site vehicle circulation. Based on the surveys, the estimated vehicle queues at the Mt. Eden Shops Starbucks are expected to exceed the vehicle storage (11 vehicles) about 6 percent of the time during the AM pear period. Assuming that all drive -through vehicles enter from the signalized Main Project Driveway/industrial Boulevard lntersection then impacts to the intersection are anticipated to occur when the queue reaches 13 vehicles or longer. This is anticipated to occur about 2 percent of the time (2.4 minutes) during the AM peak period, Queuing impacts to on -site circulation and at the Main Project Drivewayfindustrial Boulevard intersection are not anticipated to occur outside the AM peak period. PROJECT GENERAL NOTES 1. DONOTGCALEOAWM 2. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. WHERE DISCREPANCIES OCCUR THEY SHALL BE REPORTED M THE ANCHRECT FOR RESM"M 3. DETAIIEDDRAWNWANDLARGERSMMD"WNGSTAId:PRECEOENCEOVERSMALLERSCALED DRAWING£ 4. CONCRETE DIMENSIONS ARE GIVEN TO FACE OF CONCRETE AND TO THE FACE OF ROUGH OPENINGS, U NO. S. MASONRYDIMENSIONSAREGNENTOFACEOFCMUMDTOTHEFACEOFROUGHOPENINGR S. PARTITION DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNLESS OTHERWSE NOTED. ]. DOOROPENINGLOCAMI SMEDIM MONWTOROUGHOP MGORCENTERLINEOFOPENINO. B. ALLNEWCONBIRUCDOMMMMRYWRHTHEAMERICWGWIMDISABILRYGVIDMNES(ADMG) AAOCADOLNfSIAb?,I. B. UNLESS OTHERWISE INDICATED ON DRAWINGS. NOTES WHICH DO NOT READ 'NLC','EXISTING, 9QEIMNG TO REMAIM, OR 'BY OTHERS SHALL INDICATE NEW WORKTO BE FURNISHED AND INSTALLED BY— CONTRACTOR. 10 ALLwRE/EILS WWI xE1N6TAlwm ccoblvam W1MTIIfr WAWA1;TUPIm RECOMMENDATIONS AND SPEDRUTIONS 11. THECOMMCORISRMPONSIBLEFORALLPMMnMDFEESNECESBARYTOFJRCUTETHE INTENT OFTHESECONSTRUCMONDOCUMENTS 12 THEGONiRAC10RSHALLKEEPALLANEASOFWNSIRUCTION0.EANANDFREEOFOESWG AFTER COINSrRUOTDN IS 006OLM ITW OL1>F M COWPACIOR SR"PAWIDi FlNALCUFM UP. 13 91IDPE'DEO CJeJ MKptf m BB MIlT,MJFD IN ACCORLBM4CB 5LTIN ASTM CIOS ANO ASIM Om A)U OxARELS W)lDAT1dIS Po4]ORIi UDNGTRWRY'P. 14 STDRAGNAGESWLLLBEEME INC ORI CE WITHIS 6LUCTION1 BYTHE PREMISES WIRING, STORAGE BATTERIES, AND UI IN COMPLIANCE WITH IBC SECTION TLRE 15 PROVIDE BLOCKING AS REQUIRED FOR ALL AREAS TO RECEIVE FUNPE CASEWORK AND WALLAIWNTED ITEMS AS SHOWN IN PLANS. 1B THE DRAWINGS SPECIFY PIIDDUODUCT LWFA'8AAWPROVM FORA TONOTESEGSFM ODE CONVEY DESIGN INTENT. RE PRODUCT A -RENFIE SHAD. BE CONNECTED TED AND A WOR101D MODEL UPON COMPLETION OF THE PROJECT, ALL UTILITIES SHALL BE CONNECTED AND ALL PENETRATIONS THROUGH BUILDINGGHELLSHALL S WEATHER CONFORM 1i. AETERNI AWS EJURSDQ ALJNN CONFORM EO IS ATESTADOPTED BNLDWG CODE DETERMINED BYTXEJUPoSOICIIONINOFTH THE PROJECT IS TOUTED, AS VAlLAS REOUINEMENTS PND SPEgFlCATIONS OF THE OWNER 1B. �BCR�O�LL MNE HES CONSUTMMHE WORN - ERROR SMDOMISOSNSN CIFIUTONSEBMGWHE ATTENTITH CTIPPIOCONBTRUCTICK -LUFETODOS..NV4EPART.FM4E SUB CONTRACTOR DOESOTREHESUBCONOROFHERESPONSLBIUO —DE ACO CANpF ORSPpAQUCT, 19, GENETFCIUnES OR SUB CONTRACTOR SECONRACTOR ERUTILIRESAE THEMPO METING TOILET GS TOILET SUB CONTRACTOR USE CONTRACTORS SHALL NOT USE THE EJ(ISTINO BUILDING'STOILETFAC411MES BLATANYTHE 20. CONNECTIORIS RESPONSIBLE FOR LOGTON AND CONNECTION OF TEMPORARY UTILITY CONNECTIONS, 21. CONTRACTORS— LLE5TINGUSUgASRNSW STORMSEWSR WATER AMM.ADELCRS.EELCCORVYESTING E LSRCEADSLLPROMDED MSRCEMMOCED 2MONGI EAQYUNDRNTM.LOTORSTO AURTRATOACUMAMMOFCIRBSOCUREATBUBDINGPERMETER 23 CONTREMENSWTHIFYWRHSTRUCNRAESFCRANICAL.PLUMBINGAIDELECMlC iiOOUIREMEEO WITHINDIVIDUAL WSgPUNESFORROUTING PNO LOCATION COORDINATION 24. HOST ORAGEDUTSIOETNEBUIIDINGSHALL BE ALLOWED WITHOIR PRIOR WRITTEN LONSEM FROM THE GENERAL CONIRACTORANO OWNER APPROVED PLANNING City OfFWW Dept d =7— tb-6 �q' D�,�ch n!R�,s. PROJECT GENERAL NOTES (cont.) ZS ALL SUBSRMIONS SHALL BE SUSMITEED TO AND APPROVE➢ SY GENERAL CONTRACTOR AND n- CONFINE OPERATIONS AT THE SITE M AREAS PERMITTED BY LAW. ORDINANCES, PERMITS AND THE CONRULT DOCUMENTS, AED W NOT UNREA90NAJAY ENCUMBER THE SRE WITH ANY MATERALS OREGUIPMENT. 2T. PATCHWG,REPAIMI MDREPLACINGOFSURFACEANTERW.SL MDAMAGEOINTHE EXECUTION OFMMSHALLSEDONEWRXAPPUC MMATERIALSSODIRTSURFACESREPLACED WILL, UPON SUBSTANTIAL COMPLETION, MATCH THE A0.LACENT SIIRFACFS, TEXTUREAND COLOR 20. SEECOMLNECK REPORTINATTACHED DOCUMENTS FOR BUILDINGENVELOPECOMPLIANCEWITH SECTION Bfl2 FOR NEW CONSTRUCTION AND MWIFICATIONSTO THE EXISTING ENVELOPE 29 OPENINGS AND PENETRATONS A THEWSDIND dVLi SLWLEB2 Y.,IlIDVMH CA"Np MATERIALS OR CLOSED WITH A GASKEMNG SYSTEM COMPATIBLE WITH THE CONSTRUCTION IAAYERyMyAIq LOCATIONR ApNLIAMD SEAYO SWILL BE OFALED W"SAIAEMU OR Tu ORCOVERED WITHAMUMN VAPORPFAMIABLEWRAPPWGMATERIALSEALINGMATERWS SPANNING JOIN S BETIYEF]I CONSTRUCTION MATERIALS SHALL ALLOW EXPANSION AND CONTRACTION OF INDMDUAL CONSTRUCTION MATERIALS 31 EXIT DOORS SHALL BE MAR— SO THATTHEYARE READILY DISTINGUISHABLE FROM THE ADJACENT CONSTRUCTION. 31, FLOOR ELEVATIONS AT BOTH SIDE OF DOORS SHALL BE THE SAME HEIGHT ON EACH SIDE LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS. WHICH ARE PERMITTED TO HAVE A SLOPE NOT TO EXCEED — VERTICAL IN 12 HORIZONTAL RUN U WMSHOLMATMORWAYSSMN NOTEXCEEDI?NHEIGHT. RAISEDIHRESHOLOANDROOR LEVEL CHANGES GREATER THAN 1l4' SHALL BE BEVELED WITH A SLOPE NOT GREATERTHAN ONE UNITVERTICAL M TWO UNITS HOIBZONTAL DUrAh i BUILDING ELEVATION Al 3/8" = I' V A. ( de n j f v-1fy ,(-� (4kL Two uo L PROJECT GENERAL NOTES (cont. D3. EGRESS DOORS SMALL BE READILY OPENABI.E FROM THE EGRESS SIDE WTTHOUTTHE USE OF A KEY OR SPECIAL NNDWLEDGE OR EFFORT, 34 THE MEANS OF EGRESS SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVE. BY THE THEM OF EGRESS 3S THE MEANS LF EGRED5 SOB E FO INA IUUH INOT S THA aE BY CKH GA THE EM OR SAT EVEL TXE POWER 90VRCEOTLESS H TAN W MATIDN SHALL BE BY BACK UD GENERATOR OR BATTERY POWER SOURCE FOR NOTLE55 THPN 90 MINUTES 3B E%R9ANOEpTgFRDMAN00RECTION EMARESSM NINTER1 IGNPLACEME SHAH BE READILY WSIBLE FROM ANY DIRECTION OF EGRESS TRAVEL EXIT SIGN RACEAIENT9HALL BE SUCH DUT EEOJSURWAll F]DTlwlmlBis /YLAIm WI1000RTNEUSTEO VIEw1NG DISTANCE FOR THE VLNI,VABI}1ARTS O CONSTROMRON THR ELEMENTS SHALL WTWWi. V. OPERABLEPARTST RASPINGCTONELEMENTSSHALL O OPERABLEWITH ONE HAND AND SHALL NOTREQUIRE TIGHT GRASPING,PI BE5L, MAXIM TING OF THE WRIST. THE FORCE REQUIRE. TO ACMVATE OR DISTRIBUTION SHALL BE 5 LBS MAXIMUM 3B GWMERSFOR COUNTRLONG OF MUM BY GOODS OR SEP.VICESTO THEPUBLICFLOOR HAVE PORTION OF TIE COUNTER ]6 LONG MINIMUM BY 36 HIGH MAXIMUM A00VETXE FLOOR OR GRDUN0. 39. AIROISTA.LADN IN AIR EQUIPPED WITH SMOTEDETECTORS LISTED AND LABELED FOR INSTALLATIONINNRdSNDNA10N9YSEEMS MONR OUIREMCODE 40 AIRHANICAL SYSTASANONANRAL VENTILATION REOUIRENIENTS SHALLBEPMTOF THE MECHANICOX AL BRANDSUB-CONTRACTORSTRYSYSDESIGN BUILD SUBMITTAL. 41. ARE DEPA—TSATION TO DEM IS TERMINE THE FOR THIS LOCKILRY. THEA THERESPONDING KTHEOX SHALL INCLUDEINFORMOIONACC ACCEPTABLE THESPEESPON ING FIRE E TNEIET'BOK THE BOX SHALL INCLUDE INFORMATION ACLEPEABLE BYTHE RESPONDING FIRE STATION TD LOCATE REWIRE.INGAN,EOER GYPEPONSE IPWIB✓0FFT0 fOQ[FI®IIEIDOPER,DIOIIB DURING FlPRIN GCONS AND EMERGENCY RESPONSE SITUATIONS. 42, INFEGCON3SIM TIOR ALL EREIBORPORTIONS OMA THE GROUND ORFIMUSTRFJ.WNWRXIN 150 FEET UNOBSTRUCTED TRAVEL DISTPNLE FROM A PUBLIC STREET OR FIRE DEPARTMENT ACCESS DpJpWAY. 43. Arb,EAR 70AI:E>BE,ILLBI I,uWLAINBp AALso T1R ywPmUuT)tDv (i IAn —Ep iY H, MINIMUM ILTTERTADNUMBE MME9YLEBIWJHNANG JURISDICTION. T11B.JADDRESSNUMBE S MINIMUM OF4' HIGH NUMBERS J.H.O.NO. PERAUTHORRV HAVING JURISOICRON. ADDRESS NUMBERS PROM BE POSTEDM OF ONE OCCUPANCY. AS PROVIDEA AREA AND PLACE SO THE PO DISTANCE EXTINGUISHER FOR EVER DOES O SF OF FLOOR AREAAND PLACED SO TINTTHETRAVEL DISTANCE TO A FIRE EMINGUISHER GOES NOT EXCEED ]S. PROJECT TEAI1- OWNEINREPRESENTATNE BPANDON SMITH. DUiGR IN VAILEYLLEYOE+[E 300 .R RUSSELL G CARTER PE ZCSENGINEERING,INC. 900 NLAMATH AVE FfAMAM PIW;OR iiN1 (5011 BBC-]421 MEP ENGINEER TBD buA- 01\4* (ct 11 VV r4(�,m � NAI Cy - CODE INFORMATION BULLING CODE 20151BC PLWIBING CODE 201E UPL L EFN IGLCOOE 2B15 ENERGYCODE 201E WE WSEC AfLE581®111Y IF. A11Z1 TIMIE RE CODE 20ML LEC>/ILAWpEcc YED'SI'WA FEOFfiA1 N-WA WAY,,WA 950D PAIILPL NLLMYR ZOiE 3a2201-8]ID BL AIAlI1W0JJxrx sNTm.GxRlA ]5]SF GROSSBNLDINGMFA(NFDERRDOF) 960 SF MIMBEROF 1 HEIGHT BMLDWUCTIONf LIRE DNTYPE v-8 VE FIRE SPRIND CR SP.NI NO PIPE ROOF( RN RaDFpmc)Ira9uwnpN NO R-ae WALLINSWLTION FLOORINSUEATION DNN ANC WIMOW/VALWA z VlCiNITY MAP Ai - MI5 OCT-2 4 20116 CM OF FEDERAL WAY CDS SPLH]ALNOTE HFJGIOS BHO W N Aim Bti4ED ON N! ASSIIMFD l](ISII ND PLATE HEI OHT OF 1PJr. PUTEHBONT TO BE VEPoFlED PRIORTO CONSTWICIION 1JY l REAR ELEVATION Az 1/4'= r-0' AM Di ALhmw s FRONT ELEVATION A2 1/4' =1'-0" Dept. �f Pw" i { awDow'+� 1 z SIDE ELEVATION A2 1/4' = T-0' a SIDE ELEVATION P2 - 1 [4' - l'-0" GENERAL NOTES 1. ALLBRJCCOTO BE INTEGRAL COLOR 2 AT AMMTIONO EJ6A MMETAL LATHE OVER SDP FELTVAPOR BAWS APPLY PER WR BFECS. 2 SOI RNIGH-MMEOIMISWDFLOAT. ScFvi:n NnTFc O lm SLLICCOTiDN, COLOR WHR6 3O 1O61UCCOIWN,COIOR WHRE O 1!.OATSIUfCO SYSIELLCOLOR OVECH BR0.5 t]iEY O ACd1TB711CCO SYSTEIA COLOR DUTCH BROB BLUE SO 1TANbNO MAYOOFVLNO:O LODOE �. GOI.OR LTISTW p/1LT1H—S B BR05 BLUE `J TWI.PBMJMGC WL.OLORCUSfGNGOfClIBROSBWE �, tz9URWA61'ENAP LOCKSTANONG SFMIRDOF PANEL.COLOR O PR6FN91EDPARAPETCAPFL/SHING,C —CUSTWH CH d uLR/rEO BIGN,NBTALLED aT moN caNIRACTOR cooTaTINArE ---'seox AAn ALOP�R�D P..-^"^ Mly 10 sTAAILffiS CrM BFMICET fHTLVIC EFV* n CONTRAL•1pLP1TTALLLD lY FETAL SpPAOLCOLOR"IT AWlOFJO wAµ [qoa 19 ]@FETAL D011T!lACIlT, ODLGu_ w YCI�—CEM WALL COLOR: TAwR OOffO11A1141T FL1pH ou.nwc l� E%19tlORODOIL FlNLWIDMLTI BROB GREY 15 CUBION FLIW,PRDVIOEOBY FIUNCHEEE Fd$TAll V CONDUCTOR ' b re-PiEBWNOWITIAASTICSLE£VE,C -DVf AT1DB arLA Ri-CRngTVNAL 1© tTALl yIECLW [WCEflBL COLOR DUTCH BROS BLUE WITH WHTTENRIy LERT.A3 Q CU51011 PAINIED'fU1PS1B1CL TYP. AL1 SAES O9 AODIrEKA UAIiaCRy:IE]OHf ANDLOGTION PER LOCAL ® WNLADIMI®9UICN BIIDS•lKY1T FD:NRE ® SRIL'COTiEMSUWi011!✓DINGFUIUNE MENU BOARC,3P WIOEadP TALLMDEgNBlSTONB ® EIDSDNGACLF93TLDPTOREIMIN RESU BMITTE OCt'2 4 2016 CM OF FEDERAL WAY CDS YLi U LIF-11 APPRO PLANNING cay of F.a.rW rwW Dept. of Permiti� t� 1 EXISTING FRONT ELEVATION A3 1/4" = T-0" 3 EXISTING SIDE ELEVATION SIDE A3 NTS _hi- 1 _s BACK A3 NTS s FRONT A3 NTS %4"� SIDE A3 NTS I tl i Jr ,.� 9 -i:I. .t r1 PROPOSED COLOR SCHEME ,\A3j NTS �i RESUBMITTED OCT,2 42016 CRY OF FEDERAL WAY CDS WHIllIg Z O w �LU IL Z LL (�7 0 2 U rn ui 0 O T— m U� w NO ww r LL N w e W 5 Z mE W n PROJECTNO: PZ1E DRAWN, sic CHECKED: 8s DATE 10-17-16 a` 9 EXISTING ELEVATIONS A3 9PEdAL NOTE Ep571NG gMEN51ONs SHOWN ARE AENIFIE FMORTO TONEFIELD VEPoRED PPoORTO CONBTRULTION =MGE, TYR FA a s PLANNING City of Fed" w �ept.dCo munily PermR • f•' II W'1 T C ROOFUNE f O� IFF CE COOLER I � STAINLESSSTEEL 1 COUNTERTOPS, [III TYP. o D e ® r t PROPOSED FLOOR PLAN (� +� Aa fro. =1'-0• SPEgAL INSPEGl10N: I I. SPECIALINSPECIIONS NOT I I7M AN NO wA6oI IFO NC 1] FOR r— NCRETONOTNEONRm CONCREIE PERIBC 1T6SS. I I CRON MA1. I I CO CFETE 1. CONCRETEMASONRY UNITS AALL COMPLY NET REA OMWITH I NINMUM NETAREA COMPRESSNE 9SSEMBUIOFI PSL I I ND R. A69EMEUEBSHALL MVE M OF`Z CDM)PSIAsvmmH NOni PJSM R660 PSIASVEPo I OBYPRISM BE_END OUPoNG 7 CONSTRUCl1ON b I 3. TE NABOB WALLONME BEDA-1 BENEINFDDETISBIbWN ON THE I MORTMNO DETAILS. MORTAR SWLLL BE 3', I IKPEMOR WRHAMIIATU DOI.IPRFIMO I MIDSHALLCGNFORMTOI C I I _CC'110N3M. I 5 GROUTSIULLLMVEAMINIMUM COMPRESSIVE STRENGTH I CONFO6 DAYS ANO SMLL CONFORM TO IBC 6ECnON21D! M IBC S 6. ALL MABONRY WALIS SHALL BE I I �- CON6TRUCTED VATH M H6 FTS BE MIMM TOP COURSESHALL EEA MINMUM OFGr. I I --------------------.------ Tri ----------- —� I y I ----------------------------------1 All Oy Co" CONCRETE FOORNO I I I ----------------------------------J 1 I � � � I L Ir WIDE•Ir MIN DEEP GATE EIEVAnON CONC. TNCI HEDGE WI �MLONI ,. PROWOE11 A6 VERT. BARS ATT LAST CELL. TYP. TRASH ENCLOSURE FOUNDATION PLAN A4 1lr = 1'-0' It 61r TYPEx GYPSUMEOARDA M HORIZONTALLY M I lWWPE W SCREWS®r—F WAY Ta SN0.5®1Cuc wi BATT>tiStN FIBERGLASS REPIFORCED PANELS(REF)WRITPLl c V ANO WWUM PER MFR TIICSHEATHMGPER MUCTURAL PLANS YLOAT BifEGTULL COLOR Sn1CC0 SY61ET1 6MRVAPOR6WRER TO WARM SIDE W TYPE w GYPSUM BOARD APPMEO HORQONTN y.1w-TYPEW SOi2MSCrA EACHWAY R-13EAV OORMTION Pr ov ,,A wTRNPERMFR NOTE PIBTNN: ACRYNO CA W C !EM/wf Ai PEAIMETEROFALL WMLS WA1 WOOD STUD EXTERIOR WALL WA2 WOOD STUD IKFTERIOR WALL LOAD BEARING. NON -RATED NON -LOAD BEARING, NON. RATED z WALL TYPES A4 1 1/2' = 1'-0' DARK GREY STEELGATEGATETOBE MASONRYCAP OPAQUE PABRED OREI' SOLID GROUTED rcm (N) FINISH GRADE PERMIL A 6�v rmm wui PER d6A PRONDEasPTNLnc Uon]f INT9ilAL AGIBmTWALL, TA. x mEELSUPPORT,TYP. TRASH ENCLOSURE FRONT ELEVAMN 'f2'MS U B M ITTE D ®CT,2 4 20. CITY OF FEDERAL WAY CDS EXISTING HID i TYPE 1 AREA LIGHT C7 _ NTS m ]I 19 J Il / II EXISTING LED z TYPE 2 AREA LIGHT C9 NTS �, ;1', f e DDDrn%/C:n JI � \y 10 0 13 10 20 ( FFET I 1O PER FIELD MEASUREMENT%T ORMEDONSEPTEWFIRS"I. 201E WITH ALIGHT METER IN THIS AREAOFCONCEAN FOOTCANCLEIIAA1if)RgD TO BE 0.98 WHICH EXCEEDS THE RECOMMENDED FOOT CANDLES FOR A COMMERCIAL PEDESTRIAN WAY- ON A TABLE WHICH WAS PROVIDED BY THE CITY OF FEDERAL WAY AS A REFERENCE( WHICH IS SHOWN AS 0 2 FOOT CANDLES] O2 OWNER/DEVELOPER RESPONSIBLE TO ENSURE ALL SITE LIGHTING IS UNOBSTRUCTED BY SITE VEGETATION • BASED ON FIELD MEASUREMENTS AND EXISTING LIGHTING INFORMATION AVAILABLE IT IS THE OPINION OF ZCS ENGINEERING THATTHE PROPOSED LIGHT IMPROVEMENTS IN CONJUNCTION WITH EXISTING LIGHTING MEETS THE INTENT OF RECOMMENDED LIGHT LEVELS REQUIRED BY THE CITY OF FEDERAL WAY, AND OR FEDERAL WAY REVISED CODE OWNER/DEVELOPER SHALL BE SOLELY RESPONSIBLE FOR VERIFICATION THAT THE SITE MEETS APPLICABLE PROVISIONS REQUIRED BY THE CITY OF FEDERAL WAY. AND OR FEDERAL WAY REVISED CODE '!I EXISTING BUILDING PROPOSED a IMPROVEMENT PLAN LEE= iK�21 Al 1-0fa 5 all�L 1 3D 0 15 30 90 �� DEMOLITION PLAN //�� //�� C1 1" = 30' ( FEET ) 1, Ifs 1INCH =30 FT 0 �f F. - f`L• t: � I ' l R 6 p'• NOV 2016 CrrY OF RAL WAy CD5 DEMOLITION NOTES: �1 EXISTING ROOF OVERHANG AND ASSOCIATED COLUMNS TO BE REMOVED. �2 EXISTING CONCRETE TO BE REMOVED AND RECYCLED EXISTING ASPHALT TO BE REMOVED AND RECYCLED. Q EXISTING BOLLARDS(19) UNDER OVERHANG TO BE REMOVED. TYPICAL EXISTING PAVEMENT MARKINGS TO BE OBLITERATED WITH BLACK PAINT EXISTING CURB TO BE REMOVED AND REGYCIED �] EXISTING ATM.(4) ADJACENT BOLLARDS, AND RAISED CONCRETE ISLAND TO REMAIN AND BE PROTECTED. �B EXISTING ANGLED STRIPING TO BE OBLITERATED WITH BLACK PAINT KEYED NOTES: Qt EXISTINGBUILDINGFQOTPRWT.2]925PACIFICHIGHWAYS000TH. FEDERAL WAY. WASHINOTOR; 9BOIX7. PROPOSED NEW OVERHANG SEE BUILDING DESIGN SHEETS FOR ADDITIONAL INFORMATION Q2 EXISTING ATM.(.) AGM4fNT BOLLARDS. AND RAISED CONCRETE ISLAND TO REMAW AND BC PROTECTED. Q3 PROPOSED PRE-0RDER MENU SIGN OPROPOSEDASPHALTPAVINGIPATCHING �S PROPOSED— UDEDCURB.TY-- OPROPOSEOLANDSCAPED AREAFORADDITIONALINFORMATIONSEE LANDSCAPING PLAN Q] PROPOSEOTRASHANDREC-UNGENCLOSURE 6'-0'TALLCMUWITH METAL GATES, SEE BUILDING DESIGN SHEETS FOR ADDITIONAL INFORMATION BQ PROPOSED NEW REINFORCED CONCRETE STAB Q9 PROP OSEDSTRIPINGANDSYMBOLS 10 PROPOSED PEDESTRIANPATHTOPU9LICRIGHT-OF-WAY EXISTING ASPHALT PAVEMENT TO BE HEATED AND STAMPED USING A DIAGONAL HERRINGBONE PATTERN. THEN COLORED USING ULTRA BOND 400 XP ASPHALT COATING OR APPROVED EQUAL 11 PROPOSED CONCRETE ADA COMPLIANT RAMP. 12 PROPOSED IRRIOATIOR WATER SERVICE CONNECTED TO EXISTING BUILDING WITH VAIMFLOW ASSEMBLY. 1J EXISTINGHD(HIGHINTENSITYDMGJWIGEJAREALMHT. REFERRED TO AS TYPE 1 LIGHT ON THIS SHEET.l1l~AGIUN0 ~OWN. 1A EXISTING LED (LIGHT EMITTING DIODE) AREA LIGHT. REFERRED TO AS TYPE 2 LIGHT ON THIS SHEET. MANUFACTURER IS'RAB'. 1fi PROPOSED AREA LIGHT. POLE HEIONT. SHAPEICOLOR AN D FIXTURE 9Q[ BDX Tp MMM � l NQTYRE 2 "RAB BRAND" AREA LIGHT. FIXTURE TO MEET ENERGY EFFICIENCY AND ALL REQUIREMENTS OF THE FEDERAL WAY REVISED COOS. 16 PROPOSED RE -STRIPING OF EXISTING STRIPING AND SYMBOLS 1] PROPOSED DASHED STRIPING FOR POTENTIAL OVERFLOW STACKING 10 PROPOSED PEDESTRIAN TRASH RECEPTACLE. 19 PROPOSED BICYCLE PAWING 20 PATCH EXISTING POTHOLES WITHIN PARKING AND MANEUVERING AREA. PLAN LOCATIONS ARE APPROXIMATE 21 PROPOSEDMEALIGHTTOBEWIWDFROMEXISTINGTYPEILIGHTING CIRCUIT ON WEST SIDE OF PROPOSED TRASH ENCLOSURE IF EXISTING LIGHTING CIRCUIT DOES NOT MEET CAPACITY TO POWER BOTH LIGHTS EXISTING TYPE 1 AREA LIGHT SHALL BE REMOVED, AND REPLACED WITH NEW TYPE 2'RAB BRAND' AREA LIGHT. 22 OVERHANG RECESSED CAN LIGHTING TYPICM-(A TOTAL EACH SIDE) GENERAL NOTES: 1 Refer to Civil Engineer's drawings for utility Information; including storm drain, sewer, water, electrical, gas, telephone and cable 2 Refer to city and/or county standard plans and specifications where applicable 3- Contractor shall be responsible for any coordination with subcontractors as required to accomplish all construction operations. Al piping, mnduft, sleeves, etc., shall be set in place prior to Installation of irrigation . pLn.ing P'nsmrdbn,'sm3 4. Contractor shall be responsible to consult with city representative, appropriate agencies and plans, for the locations of all underground utilities, pipes and sWctures. Contractor shall lake sole responsibility for all damages cause as a result of their work 5 Cmlradw shall not willfully proceed with construction as designed when it Is obvious that obstructions, area dlsaepancles and/ar9retle dilFerence ezist that may no have keen known during design. Such mnditbns shall be immediately brought to the attention of the owner's authorized representative- The contractor shall assume full responsibility for all necessary revisions due to Failure to give such notifications PLANTING NOTES: OWNER'S RESPONSIBILITY FOR MAINTENANCE: After the completion of the construction contract, and the mnhactors maintenance periods, the pmperty owner and/or their landscape maintenance service shall maintain M tlto m a*.te mriXioo, ueludug but not limited to the: Ines, shrubs, groundmvem, grew, and irrigation system. Landscape plantings shall be malnlalned in a healthy condition throughout the year. Replace ell plants that die with like varieties and match with size of adjacent plants. Maintenance may Include but is not limited to: pruning, mowing, trimming, vegetation debris removal and other methods necessary to maintain safe pedestrian access, vehicular access, utility access, sight visibility, and to preserve public safety. INSTALLATION: 1 The contractor shall install the landscape according to these plans, details, and the specifications- 2. Verify locations of all pertinent site improvements under other sections tanypartofthisplammnnolbe followed due to site conditions, contact the owner's authorized representative for instruction prior to commencing work 3 Exact locations of plant rnatwlals shall be reviewed by the owners authorized representative in the field prior to installation Owners authorized representative reserves the right to adjust plants to exact k m ion In the field 4. Al plains shall be grown for this region or shall be adequately dimetized 5. Do not make suhs[itutions. If specified landscape material is not obtainable, submit proof of nonavailsbiliry from at least five (5) sources to the Landscape Architect, together with the proposal for use of equivalent material for final approval 6. Contractor shall contact the Landscape Architect or owners representative for plant material inspection prior to installation 7 Contractor shall repair or replace any existing landscape affected by construction to We original condition Contact Landscape Architect if any areas not originally landscaped, become landscape. PLANTING LIST, SPECIFICATIONS, AND DETAILS: Plan mg UN ken INehaM. Planting details will be pmvlded with final construction plans Planting specifications see sheet will be pmvided with final construction plans IRRIGATION: (initiation will be provided by hand walering completed by the site tenanL TREE PRUNING: All trees or shrubs hereafter planted or substantially pinned in any public right-of-way shall only be pruned or plamed with Permission of the controlling agency - Pruning of deciduous street trees adjacent to streets and sidewalks shall be performed pursuant to the following schedule and standards: YEAR 1: Only dead, broken or crossing branches shall be pinned when the tree is planted. YEAR 2: A Class I prone, pursuant to National Arborist Association Standards, shell be performed during year 2 The purpose of this pruning isto establish proper smifold branching, raise the crown for mad / sidewalk clearance, and remove any dead dying or crossing branches SUCCEEDING YEARS: Perform a Class I prune during succeeding years tP banizue tip eatabtWr proper %mIPW branching, remove any dead, dying, or crossing branches, and continue to mise the crown until mad and edmrmllida rot eeand S have bean met TREE, SHRUB, AND GROUNDCOVER PRUNING: All plant growth in landscape areas shall be controlled by pruning, trimming or otherwise so that: 1 Il will not interfere with the maintenance or repair of any public utility will2. Il wnot restrict pedestrian or vehicular access 3. It will not constitute a traffic hazard because of reduced visibility. 4. Pnma peas as hoq,Amp shore. APPROVED PLANNING City of dal Way Dept. of Community De�ioprn Pie■ rmit Date ?c� PLANT LIST SYM OTY NAME SIZE CONTAINER SPACING I COMMENTS TREES TAC 3 Acerclranatum Vine Maple 6' Height BaB or 15 Gal As Shown MWIIAtem IIUGr wNh h7 Yenhi TAR 2 Amrmbmm Armstrong' 2' Cal B8B ar 25 Gal As Shown Shag, single cerhtral leader. Armstrong Maple SHRUBS SIC 3B Ilex daneta'Convexe' 16'-24'Heighl Min SGaI As Shorn Japanese Holly SLM 61 Lf� mmrna wfoomm's weft White Udope 6' Height Min 1 Gal As Shown SPO 2 Physomrpus opulNollus'O/abolo' 24' Heigh[ Min 5 Gal As Shown Diablo Ninehark SSN 1 Spirasa nfpponim'Snowmound W-12' HeIghtMin 2 Gal As Shown Snowmound Splrea SVD 101 Viburnum davidii 12'-16' Heigh[ Min 3 Gal As Shown David Vibumum SVT 19 u,.—m throb "g SorgueT 24-Haight Min 5Get AS Shown Spring Bouquet Viburnum 267 Amroslephylos uve-ursi Fully Rooted ICmnicklnnlck 799 Fregada chilcensis Fully Rooted 4' Pot 12' O.O Beach Slnwberty LEGEND 0 Proposed Deciduous Tree OProposed Shrub Existing Deciduous Tree 7[ee Nov 11 ZA CITY DF VEDERAL WAY CDS - spa rm�:r�le:�31 3 Ins W W LL LL 0 L) LL LL 0� U W_ L 0LL ~ Z ? g = W W IL LU U Ill—Q LU c I— ❑ U DESIGNED: JAN DRAWN BY: JAN CHECKED: JAN SCALE: H: 1'=20' V: WA SEPTEMBER 20,2016 HDJ4475-M SHEET ID L101 GALVANIZED NAIL (3 STAKES WHEN EXPOSED TO HIGH WINDS) INSTALL 6 PER TREE CALIPER INCH JR SIMPLOT BEST PAKS, OR APPROVE EQUAL ROOTBALL OF HOLE AWAY FROM RDOTBALL FOR ORAINAGE NOTE: AFTER PLANTING AND THOROUGHLY WATERING, APPLY ANn-DESICCANT SPRAY IF TREE IS IN LEAF. ti Broadleaf Tree Detail - Staked NOT TO SCALE T CUFD - PAV r GP OF 1 •� ( SI _ NOTE- ........... INSTALL HEIGHT OF SOIL CROWN IN INCHES EQUAL 1 `� TO THE WIDTH OF THE PLANTER IN FEET ^ Plantin Island Cross Seetlon PLANNING City of Federal Way Dept. of Common Permit # -J �v BY Date._ C 01, INSTALL BPER 7RE£CALIZ IryCif JR SIMPLOT BEST PAKS, OR APPROVE EQUAL EXGWALT I OF HOLE AWAY FROM ROOTBALL FOR DRAINAGE ''XooF ROOTBALL NOTE: AFTER PLANTING AND THOROUGHLY WATERING, APPLY ANTI -DESICCANT SPRAY IF BROAD LEAF SHRUB IS IN LEAF z Shrul, Detail NOT TO SCALE ORGANIC IAITERIAI HO D£BRIS ,V:O ND ROCKS DYER 1' B EXISTINGF AVAILABLE, AMENDED ORIMPORTED, SEE SPECIFICATIONS FOR TOPSOIL REQUIREMENTS REMOVE ALL ROAD BASE GRAVEL. ROCKS OVER 2, ALLDEMI',. SCAR1FYSU0aAEE AND REPLACE WITH CLEAN SOIL sNOT TO SCALE Plantin Area Soil Cross Section AS LISTED IN THE PLANT LIST s Groundcovur Detail NOT TO SCALE ALL GR UNDCdJERS AT 112 R SPACING DISTANCE FROM CURBS. SIDEWALKS OR OTHER HARDSURFACES FIXED OBJECTS 330EPTH BMW MULCH BAC ,;''OP.%EXTG `SOIL - RDN�SJDE8OF . HOLE BEFORE BACKFILLING TYF7GAL GAO, OCWEP MATCH SaCLEVEL !LEVEL OF SOIL IN CONINNER RESUBMITTED OCT•2 4 2016 CITY OF FEDERAL WAY CDS RESUBMITTED OCTl2 4 "," MY OF FEDERAL WAY CDS W W L� 0J U 0 ■ LL LL 0uJ <.i W Q CO ~ J ? Q = C Lu w �] a c � c� z o g=� a ❑ a DESIGNED: JAN CHECKED: JAN SCALE: H: NIA V: WA BEPIERBER 20,201 HDJ"75M SHEET B] L201 PARTI. GENERAL 1.7 WARRANTY PART3. EIdCtnWN 7.1 SU'YiIARY A SOodafwrminry, IMiallei xwoc m nose ar palace Piivieo arty dooseroriRs that fail N meuedels.workmanship, a growth within spedfied warranty period. A s IiY L FARM iealudit NoiWC9MYtlSZ0. gM fd0.Mi¢ 3.1 EOAM %TM t. HemsOrrgsyty rAaaa, sfirubs,9roundcoversam atlar Plants} R OwtA ptd unaaNdaclorlf ga.vR incept dNa�raadding from abuse. Lack of adequate maintenance, w neglect by der. w lncidenb Mm are AHWBy aualairolwlpNfp irf7f ra0uf'arvdrlgW wa9aaaV a�pmformonoa payyq ealloi. 1. yd1.�Mip �11�1pdel.kbsow Ils.la . 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Plrt! 8a1dc� sal4drlotaa vat.11kaFesl rid f>wan rm,9mw+?NaC+Praai 9t+'fC lfgyMN welfaAMWMe roo[syslem ntafdalrree nsVlMYrP li4r•SNa..psG+1. al�olbrrRmWloOna. tore k+nlsaamM[opf.d aM fbr lWuarNIONNop3x.i T. If4d�rsis irwaor'Jhm.MfM'a nwrbdnhNMol�rsl'w7thriraldaskaesp.laYvahr. mnah'p arrd ages hro r.pka Fibr OLv'iY garamG m>fhkk polo, .1wkald>baerrr d:emela, OaP�am vekmernawetl br ANSk Z50.1 br 11Pa rot dmad•'tl E. Wmop limes an�%="w&hbpkP fabic row YRWcbrYctes,stems>"i.7.. one falkgibprdpctfrmraad tip loom.rdsnhp•rAasg dfPSl, fandFng. and L ra7NW�i16rada F3auetlm .TAfrylnd.l�pfptsrangpW. PARE 2- PRODUCTS •'r'Pe " J. t ad Taipeoir . predptbd M-Wle by nomapaaabuaty standing mineral so& W Sand v�M stabilized organic Sall amendments lo produce topsoil or 2.1 PLAAT "TVU&L � k K �pympq 9.9 lLANfI1eO AREA WEER CO/1TROL pmagadrn.dr atCrr sfiwo tr'•Y are mcL 6e6re0 pd.m uxuaa darafiv re pinnV. gym.«pOaWs These kdma Nsecs. minas. grubs. A eased: Furnish- Piac4str >a gK snealas,wMty, ul0rr. slantkmr•slarinL.m troller la.bve. NdL MNAaIR F.durAbpRpa A JA rich Msh be peprrad as PM pyy ai4 w'Nrl and dabuima.I Via agq dal. paid car dare 71he amFM Q rthdLbkAjYYlrl Aid�p� fn6NaA fgmpl<a••traNe, and adoa{. ilMwm4R1r ,. ra�edsl. mn9. h.U- m.aM wrn.cpa LAgwd Alwrm an Drowmy art L M1rastock k[Ydimsey Wpwd6f1.M1: aIn bWlaw this, drodPCl.sayaslo ppals.499gaad larvae. Fslid{ddaPn0(tis�aumrilP'fy+aq. PmNda MSAM4Parl rd.fp afAfe �eundpsW.[.a. raWdrsa deo.`r*.eA➢bnur'P had vYFamnMlF4rAs. and lseaNlMnk/Ae PINtR A1rI. AaAd�q�Ala-MspT. � c Ya bpla.fn arid. k*alr• Collate Rid sib Cori .6urc w.Mda p.d vn¢aapd yypaLatOngf.xaeM1 paAg apa"a's ad AdpklYlloM RNda MiPp'aMr !` M. Phueng Snk SttdrBdd>bfdyF. wfsang. weir saaLw mq.on; �kanp,.ypioe sirfaca sxmft; iaPorkd lopsoik«maudactured topsoil Owl is modified vriN ebmaFlorll. rid digquraapa and LpaYlQ lrurakAmO Vq Ssremovd"ifd ft4seastrw aced toga-bt'-kYlmdtlreae �CanaporalWlplaa�brrm.•A sn �- ppiAnrm.dmlpfly lAf6T.11lrltr/AaOAserabgmoAafthad Ohubdd.baCb WrM qr 1. 7nw wMWrndllad.0'*M prrrfe�iF kinder.; dplr[rvAal in Mpafaxkltrpgrad Ll[wsen Mpfamw'MS«baurarrn t.anch eM trunk eq lr. Mid neWa. Fi pry[kaRl lwrwNyaP eAV sand fMaaa alno be �pPpld al eQlMd mrnegbasa Ai^a1F N. a1amR PIwA:I'ra Nrrriftb llwaopmrldpbyprarplNgpw/I.N erg Nip: slmm6s.Vka8.9�•rd savers. pnamenml grasses. bulbs. Courts. [�1n�dadL ,9,okwv tlfa'MY,W'alf Nn�MGtiddr3MU NK➢I Yr> rallC pki'Jr.lam70 =1 ba NlsasaR g -'- ,phrbameeia wg.YdaR 2- CCaAeCa9 Ss7du Do not use Nanh hesNsmd Roma alp lwPd. Adel lr.Ow aslrk/A tram an e-+nbkehedlalaFtepa pnnWig. rx not grown Me nursery uadese 3A PWRLMS AREA MA6eANHFM a O. Raai llama lgem caMd mink lksa'The ANAbplObwrdNefderMs a7anwbude whlae the sfamatrunk Moedrabf rook: the sea a transition blhrvdm Indicated. AL004141 ep[AG of �<Mrqq 4r4aha A14 tMlYtFam dePa'd6'.dws Ramwe atones larpatan l kxh in any rsmeriskri and Nooks, root, n6tish, andoaar bn/Im<v1l Muerwrhgllam setdr. alaadrlaFY4 B. Pt:V46 dmra«sizes, pmdes. and lap dcdAdfFr lrit%Wrrlpkllmp etnl As/61 ZSR1 Nx types em form of plank regWred. Plans of a longer arse may be used raaalwrx xwrrat14=aydbppaadllrmpnorlxyc proprly P. the RaOfz RnmR ahAl ranl*Waa.q iatnaaldbeesaertya rieeW .rlAtnr. Nee�p' bLardauPe AMNN& Mb apNppribrfaksPrra NaitodtaaIMX 7. Ap4Y np�dt" aaNRr•aifa boists balp+lg O. Sre�ada Su6cev ehcr6on daulaag f6trrY�hap tiller e.>cwaoon4 cp�•d+ely.«pr lop swfaradrsf6plY?�amote planuN sdl is placed C. Raei-Ba gbeoan Fvnvsh bm aand alv+ms.vdlfool lw6 nreAaurad Nam"afmin bet wtdrh shall begin at motllare amxomhg t0ANSI Z60.1 Rootaareshall 2. Spsadmlyel,A�y eat ApNPd6laaYi md4raCaraosud.oa. and t'", dPwak'p +d R 7irbaaa: Ae 9eA Oarreaia 4la trsoX layrd era wayryA� aura bites lfaycct irNrrr ales mkprg.ndms Its vI bA. Wdare pAl�fm�e7tq lsrpYar lltli P4nM�p.d tl4kmalafi wS7 rot pN«ad wkNt+. te'r+daY. S. $relate SNP: SW 1a.lk ptawrlSd01A 1PP tal+m of dra asumgrs ryoNv e[Vi. f�gaa am. inWmr4ed ales urn tapioca soil b typk* topsoil: but In O. Ls�• ivhd=tati h.' . lu.anr7 caifpal Mora eeuedy am.dlad.�a�tpfpafYp is �gaalgrWlfn dmnmonmeme and ads h. APs lima wf�e ML.fofa atlrNg nar6iaaf. rNG.ved amrrsssdmaa when.ctyadsrl.nk arty alaHw .nil nxn MauOene, name. Va'raa qnd ardhda npnrar<saY. kkrhybmkt yadoN.Medf'Ar.ye�aap the P7tN r.hoeer err DnNYq>• 3. 4naidpaniq ad bsdapMor$Now mina lass tiven reglriredwmeetfiNah grdes after se/bemenl Do spreadNparWtg soN waubgrade ice E. If fvmal � rxraeantve= d planb t ithaNm mDlaw{nps, *New IN fa@amd uu6 ilf4•d•and number the libW btawa sea xry msa>dy W emar-weir wet 1.3 BiRIHTTAL$ a N a. appmp.anrdp erse•kd Ilea tlfickneae d Dlamttin9 soil over locoened subgrede. Mix Ihomaghly tom lop 2lrtches d it bgade Speed rentahhder o! A Predae Dora: $ubmllbL-Iscepe A.Nixita 0.,tractor proposes do.:.Ik- from to drawings or specifications ores public works p projects, for each type of F. Mtam% amrdf3kraIDy: Provide taaNrt.lpreasWaP p.t4 ai aP•dasl Anr%vR'1Ny alva+.Tr rx tiered. wNhfWlar)dNiFned rod systems reerhtrq ro sWea of the plm.np .d. pmlxArFl Ilidccala� yhRseea. rasa: mnredakla Ann hlW, bW net xHri neesaM. morel pmoMn raPadeg Its a«r inx. Provide any pdrr Vat are acofnakd b nAaop avhdaamis before B. Topa"sine be Pbmad by temlaaapa aseurec or unle"Caw arrayµanera re ales by Qe Ir�eeps pawrpn4m an'tshe gmte.d cd.rMmr. Landscape t Ptad rYs.nASK in rrase (/l datadad.ebclkn pawNd auhmh txopindpWaF erdera lax dares. kld_otrg plane ay.iredv. hiddda qu.nboaa 6aftrsfY Ind ittM am k161nd itd hot ylt trh hlo«n u eaclor W aliw«7.rata drrYV and WPonsrd of l�aap t c p nactpY rrNPaaA<e fw Ou y N+•]•Pha• >;.ne rJ.^q, gnMyr. psi forP� m.rrx Nroi eraaehh, fad uNp bouan. Sutrrl re4ussn and a mvmvun. of tore i31aP'fana fnraWedEA.>,'i c Fxean Qr+Aag: fY.m ptarwnP am.asn aunpwh. wJrorm aurmaa Pawn moNa. urAannS':ta w4rR V6 pro ratz� rnrce rkyes.+.a1 ref daprass bre to f d nr�PIN= drhdiu dNpckldalnkdsrea a+o[ixalayA an ihP PadRe siWrrese tsya� 22 INOROAHIO SOIL RIdEl1OMdPTi qr 2 tirhiodw k k ft pmmaa lhbw and nuAsbHGtlaa/s IIpp4'ada[rkatrL+pYyry iPaokab6a Prrbep A tlma AS7k C W4 WFJt'q IMINIW 6dnnaJN a nuNnxndM pntamS ca't>,mm� r-0rhoriata e¢Wragetr nM fin solgwc D. Ba�grv�plddVg�4btbe Euaw po ArUdkc[a ar�pmnre d Mkn grading; restore panting areas If eroded ar oNerwree dsNrbed after Ar9sh graQ y. 3. 7irrwvAn main Wetk, S, Class T, Mdns�Y9 ppprr�aeN�kPear=�p'dW9n No.e.hve ptlarr➢inRttn pf 75 pr[ara P•aa�^2Ha BOW.a L 11gwn IPbrlaAmlc 7- �aE4 titsxabaalWAnt.nd85pwbaa CxvupT lk. AAllrvn AndaahyN d66f.avOM Pawarp Yvaiyh tine 60'j- 35 E)WAVATION FOR TRIES AND 3HRUDS ..r. B. Saalpt.a br�$pdnamluud.aap. Nchhact g contractor proposes tlevieduns from fire dNvrings as for public wale po)ecs, for each d Me 9. Rrnrulp Woe NlbPafpl 0. HanYi9 Pik b.3TNtcMs: EttawnnMnfst pentlnppPs con ndee strong Inward nka dyfwgree wKMv Eraarpduns win yptlay fees ere not .cc'pNna. B. SWftK �ItnJAsWd�mkrkaum d90 pereeM eWhawlNaminlmumd09 percent passing tlimugh No eeleve andemedmumdl0 Tfan paMWar of lapxo y4yka rrnmsama.dbo6an lychee WglWyawp{ur+apt belt and ssalribb'aiW9s prraY bra mar. �"d huQ+er«We40asc f1 TM[ goad Sluuhr. 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Fi axwA(pla MkwaM Yd dOrlaPx(sWaAwa1'DNav Oasaip�ap aeon amT pmlba alga rr�ty,sy 2.3 ORGANIC SOIL AMENDMEJRS wart Central l/atw. ttW 12ubM A. gaaL wRTKO»paas.}•dabpv.aM waad•frp. ra^IC mMIM.pHr*AudSSbB: mabaaaO4tarA 33 bS5 PrCaspar .m1d�IOS Penartpwair9 •' ngi+ 3.S TRE�NMIIt/.=Y. PLAM: J.0 C. SOaulNerAdo Dane fw Quua<d plaaApm lregbr, muleunglnaaiv p4saao0erc whdar a+alaY Asraxanca blow. v�udF 0s1 p1 sKrvW veaotrs momapoalW 1k]dr akva: amuOEo iMl caning d$b]O dftiWanrgWm�rgl pa.edkq GA ponx�.fiwlsaMam:nrM Amdeeedrll.tFn..a iedcmpr4lrge:rot as A. B4sara pW�Aep..wNy er.[r4dgw LsMR4Nkp«rcaa6d acapMkgmAH512A0.t. IllootfWabrolviH.. meinorp .aa era la.d mlWw+tmn the root DNJ a7 rAraer6Amaf zl.umgt amaar. aPud4has andamPenpcc. Indrds p gK fR rw ed@aMM ef4 Aa p)rpabd..nd rnaln moms anti add Baer of Mbar bMrpe MZ1 L d Mat.0409" kamda ass AA..arrsmdnl9oYPNe M/lg 6r..wrN Y d edbAlfM7TMN ✓Da m ydeml a rwalerYparr�J par•arue T. lT•gafJC hlpRr Gmnremr. SOg70 paia.rp doryL B. 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Aft:hNN,Ats.Finaa.kam ltrsNANadi PNIrIAfa and suitable as a tap dressing dIrsn and stubs• consisting d cre d ne following: Sos.mmdaal Wee and.pace sic..d6 psi ea<rfgidol bobprots mntaa 1. NptTlyatw.lr Ina ben peso worksup)ects. Lm4warpo Alrhaadl d ocu es of planting materHk a mldmum of seven (7) days In advance of delivery m 1. iltpp OppW Pi'Iem1t 2 the hw stakes Ix arts W b 12 feet high am 1- 12 itm.4 a fa.. In myRsr. puree vkas for trees bfs than 14 feet high and up m 4 Inches In -No-- 2. O L 3Eba RangC 7 U2YKT Ia frdwmLm W kldt mkdmum. Spate sYiaa f9u. Y am xrl seas L G. Pm.-ftab4apM Confarenw: Condrsct codemence a Ralemd site lapa}y amwra* amid EarPr Fps himself a mmkmm d seven (/)days plan m conkrence S L1Mpr. Nd.al A 5upPwt area. rt6r b.rhds d Dv Zee des M apYF7 point wiQh 41a vtxit aftox /� sled o avoid migld reseaM d Dee. LL. B. Oa•iaaf MJr;c �petpa4.aabla,sm we+d-kar uxpaotc nuRa.. pH merges d 5.5 bL: mtal.ore Wrwrk S.510 55 psusni Ly.re371a: 117O per err paNry 4. SupPon veea.Ml l.a tasrbF al uaaw. aams.ealedb the braes pommels dvae•pe wt36bbtg a7 0orrtacrltoil4 wdll tree tnsk Nbn enough Neck m ii is 1.5 OELlYBfT, STORAGE AHD HANOtINo LL11tAigln li'lgl slewlude ash eorhaanl of2 v5 �Ta'. rql ex�tdrq O.S pertM4+yaf1[ahh.yfarAs enact aeo of atCt>mvFsfa.ic bplrakgq: aria todgtl lCsaaNl of aaa. N A Ilasartusl Udr.pr pmnelmged mabMla k. ortplest usapvab6 contelmrere shw.ing weight cerdfled analysis, mime and addeas d manufacturer, arW M191efu: B S1aYrIa pro GyYp. SWs and quy ode roam p.q� a krl m t>efgtil end more tlan 3 badrea N caliper fmda9e othenvbe erdKaled sNaaey atkch no !ewer k�ndoadmrrnenmm xHs..[ebanti 4derd burn papnHhxaic. 1, dgarNF LLbssr cpnmm' SOm60 Paimntmtlr}'vitlp4 6dn shred Wys 4s Frsk4s 30 ktrfea kip.Chu bRada• Z B. Bulk lJ.Medr 2. FaaeasodC A(FicJutot- fodd.perMnirid rmi a-ko bolos; yard aMmirgs: w source-separeled w composkble mixed sob vresa t. yysFpbrffsopy 4HAYrp.amq-0yirq lMdotr O 1. Oa mar bump m wire ddk nlate.bls car elrunfasa. u'9ian, wNkwsya ph61>✓>yan+anda. p an adadnp esl peas a game. a. Fp rise. rpm Osrr 6 blow bra uaApaf, im+Cnt ghrfl b wood deadnai boded al �t 38 Inches below Prase. Rohde bxnbucide for e..h guy -re attl 2 P.Pvkssmmhpsaanf.i rlai:una is aevenl Nuib-ar dspaaPmaN eta&rraNemua. 6adwrpe daF•baarerp.1 m It and aka«ne dust reaching 2.7 TRFFSTABLVATk1N MATERIALS Yga>•a'AaefiafY. +c{aoaml prrap.raaa, via eye sya A SfaMsone qy� see delft.)' b. Stgpod lfar friYfba4.d6v1fAF kw arFarad prink wlb on vrnx anti maaFmYgblunkldde Aaow pcxnp�wava.m nytl rrartranldaae. ` L S AgpdgNily 4etll daaYO•Y'#bhA`k ferldt �ni,paed .rramdnMfai YrlG Appopae [i.vacala.. 1. llsmript4 and Guy S>a olu IaaMnswM..ea. hardwam.opkwdul +smapa� -cw proa6iRa{aesNvaNvo wecn«u. Goa d luhoot, rioles.aws a Srmnl asks. rtlr ao'ri>•dtabia of iMidpla dfamdap Ne.fsa.tbmrtcfrdmPw HrK4P1'.mnh dlrvcrie weberq na«aoci praRa twit Doe aw+ `W C. Dv tool pnAr aAd Node alarm ddNpry. ProteABanr.bmn;tuna,A.6lpdiyagnn ham anacvd. phy��, wind but. a-svAYrg- asphwg. and other pion aM other Below. 2-by miomkhg bJ WupVl indida4 Paihumd atuwmmd- and-eraltLlp•bkAN:01iCW. AAgv alquh@h sbtk lo.a+akf dyidrW+aadlree. E3 npmu6Nhl�dwlu.ga Oo nnsirim tool Ogxr espaM.b.N aOyhe mrrmra.mrlecror Psf rsfural shape. IMa.'ka prp.rrrnn caroming dplank 2. FSpINa I]n: W#eruDDrpdaaac lradap s><spsdlwgn mglAedbraxk uAta,.tu.budd- d. 1ruWMAYC yyaaN aadl guywh.4M1krdr Main lYNair gm� F ppi�a Anti dlkiarY. Oa dal drop panlA ounng dadvary and hdwdug 3 ONnY anti Trs NMaa. ASTMAS41fA 641M,CWe7, galwr.ze6•saal r.lrm.two.rard, twisted. 0.10E Inch in dkmaler. Pri[unrlund/r.111h �ks�houaMK<Ia WNW Da$L LL D. Nrhda pbnNaY fK.][yyreal trap. 4 7raa•Tia Y%.LhS'Q Wmaabam PafopmPYlehr «NtYlem wabki 1Mb bees 7 a> 7. Proerisswy Sk y aa? _ e7. wtAdm and 9N'+g eYsterhi ;Ned and posNa^ad as recomrrherded W merxAacuaer bless oYvmwise NMI ade0 E D~NdarktyWda p.pan lMxzfp perabyqq!am ben cam • yidrmW kmhreiWsy. If a pt Is eofayOtl rno'o den sic Imaa. alb. del'wery, set 5- C+y C bl- FTr¢-.1rsm6. 511EMh dlomray.r. gaNruhod.Msl ankle, wain a �eMd rmhu>ddes a minimum of 3lndtes long. with two 3/&loot 9dvemazed AM sa.'viFnp, - COVIER AND PI-AJJT PLANTING W pHrb tend bass neeir acw (am. Rbrnd sh I p.NrifrM wM� N6RrerfamlCa�dPrn.ga one keep m•A5 orris O�y�Q 1. IitAI4elbsaaoot r�IONa that Frm In dry eonWWnfn wukf lax Mobps. Ryas ddrOW p�nt� 6. Flga: flNdamd a �aoyy wp0. N1Ao. 61hvdxFkary 2. Ba book 1 trod as am amor tramm. Ned. poi: rasa W.,duaR Mar-aeapptmM ntwrkl. 7 Pnoplwsy � OaMrxx P+.prla[py nAke.rhd a�seml+. be systems m aewN each new panting by peel stem: Strad as Intlgsled am per 3 A oDnd f". Paled c m and plant other Nan bets, shruDe• era vines as krdirafaf laic even rows Mah biargJar sped y LZ, L A Oc not mr." amok from tovalnoal leeirm bmea nrlaruugaaafs�Ni'1 Ncosshmerdltloie. B. the pam4kY sarhNrNdd11. 4. WW.r rop aymn.dy W"d, tin -shot .rid tlidwd%y wbinakrlMieM spay. Wets as open as necessary to melmam raw[syslemslnamdsl. C. Ohg l.aamalrg. amnldlgdlor spreadrgdroop. l f MIX"! met sate v at unrrr n A"JO D. For rrxbC y�'q daraF k th4, fled cam N a+•.1wxN slat wr n .Dry asaav die root ar4 m a depth raw bss Nei Ma made, W < 2 A Mldeai` iant, wrerahrsf k9* smunignan*/a o Permrleade atpwv meydp, M" forming. for bees ands1u1As Deliver m original, sealed, am fully labeled mmehlers E. Wok sae amhnd mead b�b Nm axauab .4 NA.y A Yfgn�t wl,arr's lmhuom amuurd piape 0 mid wi e, 1.6 PAOJECTCONVT10N8 and mina binaN<.taap'a l.mlaaa Faals:earre. F. 1Neor tiler ja1'elor piattlkmg, MAkg [arV marWtaYee tp�rWp inn wqd a A f1rNdNMxNamrNMk VadN.sdaiVs�<fdddrll.Ariba rid ToFHpaA n4dpn system mmPa^e^k. and dhnenstpns of pbntlngs end conatruoimn B. &•1ap bbdsp'addae. G. P Vd pray /raand con Doti trrand femardpmmlp[bn7 .myrrG stw elidnrn dnetWehy i«n trwbpWtrg Nod. a 1MVe ram Ly Nd6111aaNksmftl* bobsI pmMM wrI .KR C. 1�.h7r FCp�rsru a• mp[mwevefn fleoleim7e mamnfecnaN for separation applications a d made d poy xopNene� PaiYolefln• or poYeslar ihas or . 3.10 PLANING AREA MULClmr6 ppu0pupuy A AAAutr beddae6 FalaaKx pd=4Aweentl ear aaeaYWsad. T. C11Y0as: CM GL�riMdftrdoflpollsYAeh LASAaP bI fkrlNy. w 1Sg0.txt356d p nxwrmum a4a Haws. but rhP mpampn 1O rlara.m pomrupkuUarld*IrAPPROV- a. Tm! rralAreaa: A.dv mmpesi.atrlt mFip d2Jnah average thidvess a,td I»rk mAdh d 3�ads..eraP CFdur¢.. wh 2cw.d, me6ea pdas7 ouia ar��L tLllagft; had aTrxyata*I.eded. (iltf%hi ifi almrklpetogin sds4caon don u6cyraunrat . rtinidr fiwiksa baampllarxd Endtag Sarv{ WUnif Do fed Yernr It.ar�Raebf uaAraan4rr4a ocwplad by OOw a unlesapemmlltadrmdertherogowing � � emrm. Oamhd P ,norm =2wi «sxmc z f and tin, C atEar rangeq zm praNde leh'porfry adlkwrulrMM asadrp mmpJrrrhend lrmduoNed: 2. CoryoR 4A31 krHpwlnp Nora Aedw2JnCl arena,a¢itlulnadcerpPal mWdt rrrer waaee strfanadpardgales.am ardsh3Ndas below adpcam Z 1, Ardd[mFt YCana uc>twr Wh�gp and Ownp orb taysr elph aVo nsiretY4 rpropoaad rJpmn>pdm NaeGh aavirn mms.Yly. frrWr yy Oa hoe okra mWdr rrkkm3krMF ovtris rR ararro. 2 p nd�wldl «tnllbas er ulfta�m wtlrad tAlm6KeCa AatTAe[Ys� vaei«r-•aM Dnnan wmenpaaal¢ti«r� A er r�q L�,� 3. fi.k AiiN inPduam7 Aree�r Aa9ty 9adi a.vreA'ii lf:dc>,s+]af nap+W mnAYr ovg wide wsOrN: My amen and S'iah ittiA.w+aLaafYaN a C. P>�RaAI Nkyiah�en. aOhe mSeakq PartP6s. CtlonPpib pla'uaaO Prbde letlr mnAtMlen'oe Pr+bdsb Pa.Nda tewl.m mrsnsa.uxrm tram ��■ f�� {�, S.i MITTS nlmH Mk].vg1}arala«aM am eQawelsY. see rytrw�F uan paN.a'aoq satduln r7aGAuan DurlriF l7e rot pelf. anfCnwAan3iudmcdairAm dad G L,� ! vM 1. SWg pemdh-Juba 3.11 nS.A}sL .--_�..AaNGE JAH $ summon Jrly-Aapufta Deep walatrtg d pHmrk at lime d pkndlg s requbed d time d plrNng. udgaoon system tobe fully fundl ..I and A MaY*in d.ark7. by linrtwg. massMaOg, rnodrq. falaLYvlp, rp filLL laabtlelp PismMnl7 pa hT+aabyY b,«4as- fi b DRAWN ,� �: mweaoFroiI paaMy� /J�p eedWiu D. a, Fan Lk".La�tFMu1FM yllfNrg Grey uxhan exesl"p and hwo?7. o6 waaDuvr mandlaatq Pb'h=l�lrltiilg �o be ppkM1l'0l wrwh Dnlaaciai pn opwmsn /'� y Federal w {/ (� Wap PO ga 1xse*t 4iri1 and, •f'mlarTMlg admen GPdaCms]�I reoiaad 1p asrgla mlrl'be rhlaavW. ADdy ptoraYi co, aoml'awhgprhrphrAacCr� •MaRNWuaK7mn rod wwnauY aa'nia Vlt of S7 qLJ �i /! lOao uees.a r+nta a�ae ihms�.amNlauee. `J E. Earareaarr Wt.et ranpsar--d�YoklN npAn[prov.7h+w cnc«muemrd..weh rni6akr r.odherra ping. wudYa+a. ar eestructionr.rady too R L/+ 11XY B. RI In Aa rheaeoary apt-'-" tier mayoau llecwaedaaEPng ma atlMr RryNCe lrus�y llvbmoh drhrgwlp ksi it arresdwlaklarrca. JAN Lax#Cspm AghaaC emfre OCT, C. kwnraaa.reaaked�n. 'Amn�°" rod "d,w�l > Mrr+'wK.I anY>0 b>lroad Why Dept. of Co�nm�rrri�,y a..�._.�°°lo''a°.g SCALE: F. CAord'matien'CerWtWa.Mh Min bAd.F«rdR AraIaCP4rna y,d WaP k�fea. ado danmP oagm aolbouGau trades an age. Lan�Pa contractor �T /� 3.12 �!^ A/WPRQf Cn Ft WA hall cpprds..la Moth pamwAl iLawnsconstooYrllaluRb+d.a>s'a work rears. Rapakap ises{ppm [xq Uawnr. j} /'� FEDERAL WAY A Wku2d a�Aaep edeoxa Piwl'q sad wrhsruc' abwr aaH+narl amaAnmarEer'q omaear y. WA G. CcprdNe6on WAli7wf Nees llswnai PYcfIIrMR MIVH. and olnwomn.Mks Aldir 9c31asnmeWbLSlhed and hdwa plarhung wrf rear V�W.aO'sMt Permit Lf `j V B. Pnrbdpkmaa-ar drrr.�Ox so t.fd/vPs4R 7drr+•aa.5 npaaoDamxdMhcr [uhaw-IIas enduxFrx MaYhpeh prderam duisug etstaAaooniam nairibmmre I Wlan plarding trees, shrubs. and other pars after pbNbrg Wideness. Protect Mf areas, arty PromPYy repffirdarage cursed by Plenti g spa adime /_+ paA4ds. Trap. nlf.b. «rcptxn tree plarAalpr. DEPnfIIBFR 20, 2e1 r7 C. Alyr.ulaLA-and eabr. Subev�roafC-0rryiollah. remove ru serY legs. marsrry saikes, oa tape. Iabes, urea, bukP• and other debris bum pas maerid. H 344754)00 e� w �.• ` t DISPOA.aa. erxlRyy�zsr f f�fl 3.A- DISPOSAL MEETa ' A armaee r.pkdad and r.asle aalakt ndud'vt9 ar44$ seaxmi. n... �_ say month. aM debris and regaaY dispoea d atom tie Qa.ds propesy. Date 1 L30