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Glacier Environmental Staff Design Review Decision11c ' -.o-1 CITY OF EDMONDS 121 51h Avenue North, Edmonds WA 98020 Phone: 425.771.0220 • Fax: 425.771.0221 • Web: www.edmondswa.gov PLANNING & DEVELOPMENT DEPARTMENT • PLANNING DIVISION ADMINISTRATIVE DESIGN REVIEW FINDINGS, CONCLUSIONS, AND DECISION Project: Glacier Environmental Services File Numbers: BLD2022-1556 (fill/grade); BLD2022-1541 (office); BLD2022-1542 (office/shop) Date of Report: July 10, 2024 C. Staff Contact: Mike Clugston, AICP, Senior Planner/Acting Planning Manager I. PROJECT PROPOSAL The applicant has applied for building permits to construct new commercial office and warehouse buildings and related site improvements at 7509 212th St. SW. The site is zoned Neighborhood Business (BN). The building permits were applied for when the site was subject to the Planned Action SEPA requirements for the Highway 99 Subarea Plan; as a result, the project is subject to administrative design review. II. FINDINGS, ANALYSIS & CONCLUSIONS A. PROCESS The project is subject to general design review per ECDC 20.11. As noted below, the proposal qualifies as a Planned Action project for SEPA. Since a new threshold determination is not required, design review is done by staff per ECDC 20.11.010.A. As a result, staff reviews the design of the proposal and makes the final Type I decision regarding whether it is consistent with the design review criteria found in ECDC 20.11 as well as the general urban design standards in the Comprehensive Plan, and the zoning ordinance. The following Attachments are included with this report: 1. Site Plan (BLD2022-1556) 2. Architectural Plans (excerpts from BLD2022-1541 & -1542) 3. Preliminary Civils (excerpts from BLD2022-1556) 4. Landscape Plan (BLD2022-1556) Glacier Environmental B. SETTING 1. Address: 7509 212t" Street SW (Tax ID: 00566900400600) 2. Zoning: Neighborhood Business (BN) 3. Comprehensive Plan designation: Mixed Use Commercial in the Medical/Highway 99 Activity Center 4. Neighborhood: The subject site is located near the intersection of 212th Street and 76th Avenue. The area around the intersection is mixed -zoned and contains a variety of residential, office and commercial uses, including Edmonds-Woodway High School. 5. Environment: The subject site is generally level, sloping slightly from north to south. A critical area determination completed in 2021 found no critical areas on the site (file CRA2021-0224). A large stand of trees exists near the northern edge of the property. 6. Highway 99 Subarea SEPA Planned Action Analysis: The project site is located within Highway 99 Subarea, which was established as a Planned Action area by Ordinance No. 4079 in 2017 in accordance with the State Environmental Policy Act (SEPA). Ordinance 4079 was repealed in October 2023 (Ordinance 4324) but the subject permits are vested to Ord. 4079 because it was in effect when the building permit applications were submitted in November 2022. The Planned Action Environmental Impact Statement (EIS) evaluated the impact of development within the Highway 99 Subarea for certain anticipated uses up to specific thresholds established in Ordinance No. 4079. When projects are consistent with the Planned Action SEPA review, no additional SEPA threshold determination, EIS or additional SEPA review is required. The table below summarizes the current application and cumulative total in the Planned Action area. The proposed project is consistent with the Planned Action Ordinance and thereby qualifies as a Planned Action project. Planned Action Planned Action Proposed Cumulative (in Planned Threshold Action area) Non-residential uses, 1,634,685 square including office, retail, service feet of building area 7,800 sq. ft. 61,021 sq. ft. and medical/health care uses Residential Dwelling Units 3,325 dwelling units 0 units 1,049 units Number of new PM peak hour 2,755 PM peak hour 7 trips 294 PM peak hour trips trips trips Page 2 of 11 Glacier Environmental C. COMPREHENSIVE PLAN The proposal is subject to the design guidance found in the 2020 Comprehensive Plan's Urban Design Element (pages 123 - 125). Design Objectives for Site Design. The development of parking lots, pedestrian walkways and landscaping features is an integral part of how a building interacts with its site and its surrounding environment. Good design and site planning improves access by pedestrians, bicycles and automobiles, minimizes potential negative impacts to adjacent development, reinforces the character and activities within a district and builds a more cohesive and coherent physical environment. A.1 Vehicular Access. Reduce the numbers and width of driveways (curb cuts) in order to improve pedestrian, bicycle and auto safety. A.2 Layout of Parking. Locating buildings in proximity to the street to facilitate direct pedestrian access and help define the street edge. Parking should be placed to the side and rear. A.3 Connections On- and Offsite. Design site access and circulation within and between sites to encourage linkages for pedestrians, vehicles, and bicycles. Special attention should be paid to providing and improving connections to transit. A.4 Building Entry Location. Building entries should be configured to provide clear entry points to buildings, be oriented to pedestrian walkways/pathways, and support the overall intent of the streetscape environment. Space at the entry for gathering or seating is desirable for residential or mixed use buildings. A.5 Setbacks. Create and maintain the landscape and site characteristics of each neighborhood area and provide a common street frontage tying each site to its neighbor. Setbacks should be appropriate to the desired streetscape, providing for transition areas between public streets and private building entries where a variety of activities and amenities can occur. A.6 Open Space. For residential settings, create green spaces to enhance the visual attributes of the development and provide places for interaction, play, seating, and other activities. A.7 Building/Site Identity. Improve pedestrian access and way finding by providing variety in building forms, colors, materials and individuality of buildings. A.8 Weather Protection. Provide covered walkways and entries for pedestrian weather protection. A.9 Lighting. Provide adequate and appropriate illumination in all areas used by automobiles, bicycles and pedestrians — including building entries, walkways, parking areas, circulation areas and other open spaces — to support activity and security. A.10 Signage. Encourage signage that provides clear information and direction for properties and businesses while preventing the streetscape from becoming Page 3 of 11 Glacier Environmental cluttered. Encourage the use of graphics and symbols in signage to support the city's emphasis on uniqueness and the arts. A.11 Site Utilities, Storage, Trash and Mechanical Systems. Minimize the noise, odor and visual impacts of utility systems using such features as landscaping, building forms, or integrated design. A.12 Integrating Site Features. Integrate natural landscape features and unique landforms — such as rocky outcroppings or significant trees — into site design whenever possible. A.13 Landscape Buffers. Use landscaping and/or other features such as fences to maintain privacy and create a visual barrier between incompatible uses. These buffering techniques should also be used to soften hard edges (such as the perimeters of parking lots) and reinforce pedestrian ways and circulation routes. Native plants and rain gardens should be promoted as alternatives to lawns and runoff retention areas. Analysis of Site Design: The existing curb cut on the west side of the site will be upgraded to provide access to the redeveloped site. The proposed office building would be located closer to 212t" Street allowing for pedestrian connection to the sidewalk. The warehouse/shop building would be located behind the office building and the outdoor storage area would be located behind that. The site will be screened from adjacent residential areas using a combination of landscaping and fencing. Parking for the office building is located adjacent to it while trash and recycling would be located between the buildings for screening. The location of the proposed improvements will allow for the retention of a grove of significant trees near the north edge of the site. Proposed lighting includes the use cut-off fixtures to minimize light spill and several motion -sensor lights. Design Objectives for Building Form. Building height and modulation guidelines are essential to create diversity in building forms, minimize shadows cast by taller buildings upon the pedestrian areas and to ensure compliance with policies in the city's Comprehensive Plan. Protecting views from public parks and building entries as well as street views to the mountains and Puget Sound are an important part of Edmonds character and urban form. A.14 Building Form. Encourage new construction to avoid repetitive, monotonous building forms. A.15 Massing. Reduce the apparent bulk and mass of buildings by encouraging human scale elements in building design and/or by subdividing building masses vertically or horizontally. A.16 Roof Modulation. Use roof forms to help identify different programs or functional areas within the building and support differentiation of building form and massing. Roof design, in combination with wall modulation, can allow for additional light to enter buildings or pedestrian spaces. Page 4 of 11 Glacier Environmental A.17 Wall Modulation. Variation in materials, decorative elements, or other features should be employed to support pedestrian scale environments and streetscapes, or to help break up large building masses to keep in scale with the surrounding environment. Analysis of Building Form: Both proposed buildings are two stories and are pedestrian scaled. The office building has a flat roof but a strong roof form and pedestrian -level canopies highlight the pedestrian entrances and provide weather protection at the southwest corner of the building. The warehouse/shop building would be of a similar scale but have a slightly sloped roof. Design Objectives for Building Facade. Building facade objectives ensure that the exterior of a building — the portion of a building that defines the character and visual appearance of a place — is of high quality and demonstrates the strong sense of place and integrity valued by the residents of the City of Edmonds. A.18 Building Facade Design. Encourage building fagades that reinforce the appearance and consistency of streetscape patterns while supporting diversity and identity in building design. A.19 Window Variety and Articulation. Use window size and placement to help define the scale and character of the building. Use the organization and combinations of window types to reinforce the streetscape character or to provide variation in a facade, as well as provide light and air to the building interior. A.20 Variation in Facade Materials. Employ variation in materials, colors or design elements on building fagades to help define the scale and style of the structure. Variation in facade materials can help reduce the apparent bulk of larger buildings while allowing variety and individuality of building design. Analysis of Building Facade: Both buildings use varied materials and window forms to create distinct facades. The office building has storefront window systems that clearly define the pedestrian entries. Staff Conclusion Staff finds that the proposal is consistent with the design guidance in the Comprehensive Plan for Site Design, Building Form, and Building Facade. D. APPLICABLE ZONING CODES Compliance with all codes will be verified through the review and approval of subsequent building, engineering, and fire permits as well as business licenses. 1. ECDC 16.45 Neighborhood Business (BN a. Use. The site is located within the BN zone and subject to the requirements of Chapter 16.45 ECDC. The proposed uses include: office (primary permitted); off-street parking (permitted secondary); limited assembly, repair or fabrication of goods incidental to a Page 5 of 11 Glacier Environmental permitted or conditional use (permitted secondary); and, outdoor storage (secondary use requiring a conditional use permit — approved in file PLN2022-0031). b. Site development standards (per ECDC 16.45.020.A): Minimum MinimumMaximum Minimum Minimum Maximum Zone Street Side/Rear Lot Area Lot Width Height Floor Area Setback Setback 3sf/sf lotarea BN None None 20' 0'/15'1 25 1 Fifteen feet from lot lines adjacent to R-zoned property. Height: The maximum allowable height within the BN zone is 25 feet. According to the architectural elevations provided in Attachment 2, both of the proposed buildings will be constructed under the maximum allowable height. Setbacks: The site is adjacent to R-zoned property (RM-2.4) at the east and north property lines. As a result, a minimum 15' setback must be taken from those property lines. As seen on the site plan for the project (Attachment 1), a 15' setback is maintained from those property lines. The street setback is shown as 40' (20' minimum) and no setback is required from the west property line. Maximum Floor Area: The buildings would contain about 9,000 sq. ft. of floor area on a 37,827 sq. ft. site, well less than the 3:1 maximum allowed. 2. ECDC 17.50 Off Street Parking Regulations The 4,600 sq. ft. office building will support on -site customer service and therefore 1 parking stall per 400 sf. ft. of space is required (11.5 stalls). The 4,000 sq. ft. warehouse/shop will support four employees. One stall per employee is required for a total of 4 stalls. The building will also contain approximately 800 sq. ft. of office space without customer service. With 1 stall per 800 sq. ft. being required, 1 additional parking stall would have to be provided. All uses on site would require 16.5 stalls, which rounds up to 17. With four stalls provided in the warehouse building, three near the north end of the site, and another ten in the immediate vicinity of the office building, 17 stalls are proposed. 3. ECDC 17.115 Electric Vehicle Parking According to ECDC 17.115.040, 40% of parking spaces for nonresidential uses must be EV capable and 10% EV installed. Because 17 stalls are required, 2 EV spaces must be installed and 7 stalls must be EV capable. As shown on the site plan, 2 EV spaces will be installed north of the office building and 5 stalls will be installed at the higher EV ready capability than the EV ready requirement. Page 6 of 11 Glacier Environmental 4. ECDC 17.120 Bike Parking Per ECDC 17.120.020, this proposed nonresidential use would require 2 short-term bike spaces and two are proposed near the entrance to the office building near 212t" Street. Long-term bike parking is also required per ECDC 17.120.040. The proposed use would need to provide a minimum of 3 spaces, one of which must be e-bike installed. A bike locker is proposed inside the warehouse building (Attachment 1); compliance with the number and EV requirements will be verified during review of BLD2022-1542. 5. ECDC 20.11 General Design Review Criteria Per ECDC 20.10 (Design Review), General Design Review is required for this project since it is not located within an area that has district -based design standards. ECDC 20.11.030 lists the general criteria for Building Design, Site Treatment, and Other Criteria that the proposal must satisfy. A. ECDC 20.11.030.A. Building Design. No one architectural style is required. The building shall be designed to comply with the purposes of this chapter and to avoid conflict with the existing and planned character of the nearby area. All elements of building design shall form an integrated development, harmonious in scale, line and mass. The following are included as elements of building design: 1. All exterior building components, including windows, doors, eaves, and parapets. 2. Colors, which should avoid excessive brilliance or brightness except where that would enhance the character of the area. 3. Mechanical equipment or other utility hardware on the roof, grounds or buildings should be screened from view from the street level. 4. Long, massive, unbroken or monotonous buildings shall be avoided in order to comply with the purposes of this chapter and the design objectives of the comprehensive plan. This criterion is meant to describe the entire building. All elements of the design of a building including the massing, building forms, architectural details and finish materials contribute to whether or not a building is found to be long, massive, unbroken or monotonous. 5. All signs should conform to the general design theme of the development. The proposed buildings are not long, massive or monotonous and colors are earth tones. Each building has a pedestrian scale and a variety of materials are used throughout (Attachments 1 & 2). No signage is shown but signage consistent with ECDC 20.60 would be appropriate. B. ECDC20.11.030.B.Site Treatment. The existing character of the site and the nearby area should be the starting point for the design of the building and all site treatment. The following are elements of site treatment: Page 7 of 11 Glacier Environmental 1. Grading, vegetation removal and other changes to the site shall be minimized where natural beauty exists. Large cut and fill and impervious surfaces should be avoided. 2. Landscape treatment shall be provided to enhance the building design and other site improvements. 3. Landscape treatment shall be provided to buffer the development from surrounding property where conflict may result, such as parking facilities near yard spaces, streets or residential units, and different building heights, design or color. 4. Landscaping that could be damaged by pedestrians or vehicles should be protected by curbing or similar devices. 5. Service yards, and other areas where trash or litter may accumulate, shall be screened with planting or fences or walls which are compatible with natural materials. 6. All screening should be effective in the winter as well as the summer. 7. Materials such as wood, brick, stone and gravel (as opposed to asphalt or concrete) may be substituted for planting in areas unsuitable for plant growth. 8. Exterior lighting shall be the minimum necessary for safety and security. Excessive brightness shall be avoided. All lighting shall be low-rise and directed downward onto the site. Lighting standards and patterns shall be compatible with the overall design theme. The site is fairly level so grading will be minimal (Attachment 3). Landscaping consists of a grove of retained trees at the north edge of the project site and a variety of deciduous and evergreen species for year-round screening of both the buildings and trash enclosure (Attachments 1 & 4). Exterior lighting for the project will use cut-off LED fixtures to minimize spill while providing adequate lighting for safety in pedestrian and parking areas (Attachment 2). C. ECDC 20.11.030.C. Other Criteria. 1. Community facilities and public or quasi -public improvements should not conflict with the existing and planned character of the nearby area. 2. Street furniture (including but not limited to benches, light standards, utility poles, newspaper stands, bus shelters, planters, traffic signs and signals, guardrails, rockeries, walls, mail boxes, fire hydrants and garbage cans) should be compatible with the existing and planned character of the nearby area. The project is not a community facility and no street furniture is proposed. 6. ECDC 20.13 Landscaping Requirements There are five types of landscaping that can be used throughout a site depending on the setting. For this site (seen on Sheet L-2 of Attachment 4), a dense landscape buffer is Page 8 of 11 Glacier Environmental required along the north and east property lines where it is adjacent to a multifamily residential areas (Type I landscaping). A mixed buffer (Type III) would be appropriate along the south side of the project along 212t" Street. Surface parking areas like that around the south building require Type V landscaping. TYPE Type I landscaping is intended to provide a very dense sight barrier to significantly separate uses and land use districts. 1. Two rows of evergreen trees, a minimum of 10 feet in height and planted at intervals of no greater than 20 feet on center. The trees must be backed by a sight -obscuring fence a minimum of five feet high or the required width of the planting area must be increased by 10 feet; and 2. Shrubs a minimum of three and one-half feet in height planted in an area at least five feet in width, and other plant materials, planted so that the ground will be covered within three years, 3. Alternatively, the trees and shrubs may be planted on an earthen berm at least 15 feet in width and an average of five feet high along its midline. The proposal includes a mix of new and existing landscaping along the north and east property lines. The existing grove of trees to the north is being retained and so will continue to buffer the adjacent multifamily property to the north. Several existing trees will be retained along the east property line and additional new landscaping is proposed that satisfies the Type I buffer adjacent to the multifamily development to the east. 111109011I Type Ill landscaping is intended to provide visual separation of uses from streets, and visual separation of compatible uses so as to soften the appearance of streets, parking areas and building elevations. 1. Evergreen and deciduous trees, with no more than 50 percent being deciduous, a minimum of six feet in height, and planted at intervals no greater than 30 feet on center; and 2. If planted to buffer a building elevation, shrubs, a minimum of three and one-half feet in height, and living ground cover planted so that the ground will be covered within three years; or 3. If planted to buffer a parking area, access, or site development other than a building, any of the following alternatives may be used unless otherwise noted: a. Shrubs, a minimum of three and one-half feet in height, and living ground cover must be planted so that the ground will be covered within three years. b. Earth -mounding, an average of three and one-half feet in height, planted with shrubs or living ground cover so that the ground will be covered within Page 9 of 11 Glacier Environmental three years. This alternative may not be used in a downtown or waterfront area. c. A combination of earth mounding, opaque fences and shrubs to produce a visual barrier at least three and one-half feet in height. Landscaping meeting the Type III criteria is shown along the south property line between the new building and the sidewalk. TYPE V Type V Landscaping. Type V landscaping is intended to provide visual relief and shade in parking areas. 1. Required Amount. a. If the parking area contains no more than 50 parking spaces, at least 17.5 square feet of landscape development must be provided as described in subsection (E)(2) of this section for each parking stall proposed. b. If the parking area contains more than 99 parking spaces, at least 35 square feet of landscape development must be provided as described in subsection (E)(2) of this section for each parking stall proposed. c. If the parking area contains more than 50 but less than 100 parking spaces, the director — or his designee — shall determine the required amount of landscaping by interpolating between 17.5 and 35 square feet for each parking stall proposed. The area must be landscaped as described in subsection (E)(2) of this section. 2. Design. a. Each area of landscaping must contain at least 150 square feet of area and must be at least four feet in any direction exclusive of vehicle overhang. The area must contain at least one tree a minimum of six feet in height and with a minimum size of one and one-half inches in caliper if deciduous. The remaining ground area must be landscaped with plant materials, decorative mulch or unit pavers. b. A landscaped area must be placed at the interior ends of each parking row in a multiple -lane parking area. This area must be at least four feet wide and must extend the length of the adjacent parking stall. c. Up to 100 percent of the trees proposed for the parking area may be deciduous. d. Repealed by Ord. 4085. e. The minimum area per planter is 64 square feet. f. The maximum area per planter is 1,500 square feet for parking lots greater than 12,000 square feet. Planters shall be spread throughout the parking lot. Page 10 of 11 Glacier Environmental g. Shade trees are required at the rate of a minimum of one per planter and/or one per 150 square feet of planter. The two planters proposed in the parking area adjacent to the south building and the two around the trash enclosure between the buildings are consistent with the Type V standards. Additionally, two street trees are also proposed in the sidewalk along 2121" Street. The type of tree will be determined by the Parks Department. 7. ECDC 20.60 Sign Code Signage was not included in this proposal. Signage meeting the requirements of ECDC 20.60 is exempt from design review. Staff will review future sign permits to verify compliance with the sign code. III. DECISION Pursuant to ECDC 20.11.020, staff finds that the proposed development is consistent with the criteria listed in ECDC 20.11.030 (General Design Review), the Comprehensive Plan, and the zoning ordinance and is therefore approved. Page 11 of 11 KEY NOTES 9679 EXISTING MULTI -FAMILY ZONING: RM-2.4 .:nxx.xr 1_ II 1 1 *0'-411 -40 39 4 PROVIDE 20 L.S. 100 50 70 12 LANDSCAPE SCREENI SCREENING 41 N 01'59'26" W 361.89' (362.5' PLAT) ❑ - _ _ _ z - - - ❑ F ° x- �� x-x-x-x-x-x-x-x-x-x x x-x-x-x-x-x xzx�x�X ��xzx�x-x-x-x-x-x-x-x-x-x- xz �x-x-xzx��--x-x ' W W - - - - 1_ 11 �_ II. IIW x 6 '.". 6' .W®W 10W. 8 13 4 12 2 v \ I- O. METE W W IW W o.p 1❑12 I - g PROPOSED BIKE ENCL. 1iI PROPOSED14-61TORY OFFICE BUILDING XW 1-STORY PRE-FAB METAL LOCKER 3 1I-I WAREHOUSE BUILDING T" '. W oX . W I FOOTPRINT AREA _ 2 5 00 S.F. . . W _ FOOTPRINT AREA: ±4,000 S.F. 9w E® .2pPROPOSED FFE: 420.5' W (BLDG PERMIT: I W a jI W I I I =OI I I LOBLD2022-1541)w OUTDOOR X.� (G : BLD2022-1542) PHASE 2-STORAGE AREA ❑7 01w +' a C' I IW W AREA: ±2,245 S.F. I O -PHASE 1- I cf� N I EV I 8' 001, 10 %%, � W W 1 2 IIIIiiiiiiiiiiiIIIIP � Q W b i EV X Q� z I PERVIOUS w APN: 0056690 00600 I - n - - n _ _ _ _ - - I _ W 3% READY ' 4 a x _0- AREAS I w WW. SHOWN _ 7509212TH TSW L�l Msr 0 I W . HATCHED TYP. - .. �� I tiQ N EV EV EV �� FH EXISTING ' SITE AREA: ±3 827 SF 11 I}% �- READY I READY READY READY 1 \ I 2 MULTI -FAMILY I W i 5 (ZONINGR S) 1 FLUSH TO ASPHALT 3, p� 5 a0 2 O7 1❑ N I R ZONING: RM-2.4 � W ❑ .v W z/ 2 NEIGHBORHOO AALTSP w BUSINESS PAVING, TYP,-------------------------------------------------------------- W ------ s s ---- --- ��, S - uj s s W n 70' N x v W W R5 x I' � • 10 W W W ♦1 W1 W1 W W W W W1 1 a J W W W W W ,^ x-x-x-x V/ . W Lx-x_x_x_x=xW-x--X=xW_x_x_x-x= - - -x-x x-x-x-x 15' 01 *-27'-511 391-411 01 29, SETBACK EXISTING COMMERCIAL ZONING: BN NEIGHBORHOOD BUSINESS x -xj x-x x 111-211 L- EXISTING COMMERCIAL ZONING: BN NEIGHBORHOOD BUSINESS FIRE DEPARTMENT NOTES FIRE LANE STANDARDS 1, BE A MINIMUM UNOBSTRUCTED WIDTH OF 20 FEET AND MINIMUM UNOBSTRUCTED VERTICAL CLEARANCE OF 13 FEET, 6 INCHES. *FIRE LANES SHALL BE A MINIMUM OF 26 FEET WIDE IN THE IMMEDIATE VICINITY OF ANY BUILDING OVER 30 FEET IN HEIGHT ABOVE GRADE, SUCH FIRE LANES SHALL BE LOCATED A MINIMUM OF 15 FEET AND A MAXIMUM OF 25 FEET FROM THE BUILDING. 2. PROVIDE FIRE DEPARTMENT ACCESS TO WITHIN 150 FEET OF ANY PORTION OF AN UN -SPRINKLED BUILDING. IN BUILDINGS THAT PROVIDED WITH AN AUTOMATIC SPRINKLER, ACCESS MAY BE INCREASED, AT THE DISCRETION OF THE FIRE MARSHAL. 3. PROVIDE FIRE DEPARTMENT ACCESS TO ALL ON -SITE FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS (FDC) FOR SPRINKLER AND STANDPIPE. A HYDRANT MUST BE LOCATED TO WITHIN 25' OF A FIRE DEPARTMENT CONNECTION (IF APPLICABLE). 4. HAVE ADEQUATE TURNING RADIUS TO ALLOW MANEUVERING OF FIRE APPARATUS: INSIDE RADIUS 25 FEET; OUTSIDE RADIUS 45 FEET, 5. BE CIRCULATING OR HAVE AN APPROVED TURN -AROUND IF OVER 150 FEET LONG. HAVE GRADES OF NO MORE THAN 12%. 6. BE PAVED WITH ASPHALT OR APPROVED EQUIVALENT AND BE CAPABLE OF SUPPORTING THE IMPOSED LOADS OF FIRE APPARATUS, 7. BE MARKED WITH WORDS "FIRE LANE - NO PARKING" WORDS TO BE PAINTED ON THE PAVEMENT INSIDE THE LANE, LETTERS TO BE A MINIMUM OF 1211 HIGH, 2" STROKE, YELLOW IN COLOR, AND ALTERNATELY SPACED EVERY 50 FEET, a.. - -------------- �x_x-x N 01'56'32" W 361.88' (362.6' PLAT) EXISTING COMMERCIAL ZONING: BN NEIGHBORHOOD BUSINESS 7 J SITE PLAN BACKGROUND UPDATED PER CIVIL ENGINEERING REVISIONS, 3 ARCHITECTURAL SITE PLAN z � SCALE: 1" = 20'-0" 0 10, 20' 40' 60' 80' 8. HAVE PERIMETER STRIPING/CURBING TO DELINEATE THE BOUNDARIES OF THE FIRE LANE. STRIPING TO BE A MINIMUM OF 4 INCHES WIDE AND STRIPING/CURBING TO BE YELLOW IN COLOR, 9. WHEN REQUIRED BY THE FIRE MARSHAL, SIGNS SHALL BE USED IN ADDITION TO OR IN LIEU OF STRIPING, SIGNS, WHEN APPROVED, SHALL MEET THE FOLLOWING REQUIREMENTS: a) SIZE: 1811 HIGH X 1211 WIDE (MIN.) b) MOUNTING: BOTTOM OF SIGN 4811 TO 6011 ABOVE GRADE. c) STYLE: INDUSTRY STANDARD (VULCAN %7-6-9, RAINBOW 01-527, EMED TC 18816 OR APPROVED EQUIVALENT). d) COLOR: RED LETTERING ON WHITE BACKGROUND e) SPACING: 501 BETWEEN SIGNS OR AS REQUIRED BY FIRE MARSHAL. 10. FIRE LANES SHALL BE ESTABLISHED BY THESE REQUIREMENTS TO PROVIDE ACCESS TO BUILDINGS DURING CONSTRUCTION, ALTERATION OR DEMOLITION, FIRE DEPARTMENT NOTES: 1. BUILDING ADDRESSING 1211 NUMBERING ON CONTRASTING BACKGROUND. SUITE IDENTIFICATION IS 611 NUMBERS ABOVE DOOR IN A CONTRASTING COLOR, UNLESS OTHERWISE APPROVED BY THE FIRE OFFICIAL, 2. ALL BUILDINGS OVER 3,000 SQUARE FEET ARE REQUIRED A MONITORED FIRE ALARM INSTALLED TO 2019 NFPA 72 STANDARDS, KNOX BOX KEY ENTRY IS REQUIRED TO COMMON AREAS AND ACCESS TO FIRE ALARM PANEL(S) PLAN NOTES A. ACCESSIBLE ROUTES OF TRAVEL ON THE SITE NOT TO EXCEED 5% SLOPE IN THE DIRECTION OF TRAVEL AND 2% CROSS SLOPE. B. EXTERIOR BUILDING AND SITE SIGNAGE TO BE APPLIED FOR AND PERMITTED SEPARATELY. GC TO COORDINATE ALL SITE AND SIGNAGE POWER NEEDS WITH THE OWNER, C. APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR ALL BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, 411 MIN. HT. W/ 1/211 MIN. STROKE WIDTH & ON CONTRASTING BACKGROUND. TEMPORARY ADDRESSING REQUIRED DURING CONSTRUCTION SHALL BE VISIBLE FROM THE STREET. AVG HT (E) GRADE CALCS 061 OFFICE BUILDING LABELED. EXIST. ! NO. AVG. CORNER ` GRADE* CORNERS', GRADE OB1 421.40 0132 422.02 OB3 421.26 3 OB4 418.75 31683.43 4 420.86 PROPOSED FFE: 420-0 D I F F (+): 0.86 *REFER TO EXTERIOR ELEVATIONS WAREHOUSE 461-911 00 z 201 DA PO SETBACK 40' I OVERALL SITE AREA: ±37,827 SF (±0.87 ACRES) LABELED EXIST. ! NO. CORNER' GRADE* ;CORNERS AVG. GRADE - WH1 420.25 WH2 420.40 WH3 r 424,60 WH4 419.70 1684.95 1 4 421.24 PROPOSED FFE: 420-50 DIFF (+): D.74 *REFER TO EXTERIOR ELEVATIONS as a 0 1❑ NEW ASPHALT PAVEMENT PER CIVIL DWGS. ALL INDICATED PARKING STRIPING IS NEW, U.O.N. ALL STRIPING TO BE 2-COATS 4" WHITE PAINTED LANES AS INDICATED AND PER MIN, REQ. PROVIDE WHEEL STOPS IN LOCATIONS ON SITE PLAN AND DIRECTIONAL ARROWS AS REQ. BY OWNER. SEE DTLS 4 3 A1.2 A1.3 ❑2 NEW VAN -HANDICAPPED STALL STRIPING, H.C. SIGNAGE, WHEEL STOP AND RAMP ACCESS TO SIDEWALK, MARKINGS TO BE TORCH -DOWN THERMOPLASTIC. REFER TO CIVIL DWGS AND DETAIL g A1.2 ❑3 EXPAND EXISTING SIDEWALK IN ROW AND PROVIDE NEW STREET TREES PER CIVIL DWGS. ® NEW FRONTAGE LANDSCAPING, 3' SQ STAMPED CONCRETE PEDESTRIAN AREA AND AROUND OFFICE BUILDING PERIMETER, AND 5'-011 WIDE ACCESSIBLE PATH TO SIDEWALK PER CIVIL & LANDSCAPE DWGS. AND DETAILS 6 7 8 11 A1.2 A1.2 A1.2 A1.2 ❑5 NEW/REFURBISHED LANDSCAPE AREAS WITH CURB (SHOWN POCHE-HATCHED). REFER TO CIVIL DWGS, LANDSCAPE DWGS AND DETAILS 6 7 A1.2 A1.2 © PROVIDE NEW LANDSCAPE SCREENING ALONG SETBACK BETWEEN EAST PROPERTY AND PROPOSED OUTDOOR STORAGE AREA PER LANDSCAPE DWGS. ❑7 NEW SITE DRAINAGE CONTAINMENT DESIGN PER CIVIL DWGS, ® 120' X 70' HAMMERHEAD FIRE TRUCK TURN -AROUND OUTLINE PER CIVIL DWGS. ❑g APPROX. 38' OPENING WITH 18' SWING AND 20' SLIDING GATE. PROVIDE KNOX BOX PER FIRE DEPARTMENT REQ. 10 6' PERIMETER FENCE AROUND NORTH HALF OF PROPERTY, REFER TO DETAIL 12 A1.2 11 FLUSH CONCRETE APRON ALONG WAREHOUSE BLDG FRONTAGE, REFER TO CIVIL DWGS. 12 20' HIGH LIGHT POLE; SPEC: PK803 POLE KIT w/3 80-WATT LED AREA LIGHTS. SEE EXTERIOR ELEVS AND CIVIL DWGS. 1 13 NEW 13'-411 X 10'-811 TRASH ENCLOSURE. SEE ELEVATIONS AND DETAILS 2 g A1.3 A1.3 14 NEW MIN. 2-BIKE RACK INSTALLED PER MFR, REQ. 15 NEW BENCH AND TRASH RECEPTACLE AMENITIES. SEE ELEVS FOR SPECIFICATIONS, 16 NEW ONSITE FIRE HYDRANT PER CIVIL DWGS, 17 NEW EV CHARGING STATIONS PER CIVIL DWGS. NOTE: SITE PLAN TO BE APPROVED UNDER OFFICE BUILDING PERMIT APPLICATION. THIS SITE PLAN IS FOR REFERENCE ONLY FOR WAREHOUSE BUILDING PERMIT SITE & BUILDING DATA LEGAL DESCRIPTION: PROPOSED OUTDOOR STORAGE: SEATTLE HEIGHTS DIV 4 BILK 004 0-00 - TR 6 OUTDOOR STORAGE PAD AREA: Q:@��2 EXISTING SITE DATA: PROPOSED OVERALL SITE & BLDG AREAS: PARCEL NUMBER: 00566900400600 ALLOWABLE AREA PER FLOOR (IBC B & 5-1 OCC. CLASS): 90000 S.F. JURISDICTION: CITY OF EDMONDS ALLOWABLE STORIES, MAX. HEIGHT (IBC B OCC. GLASS): 2, 40 FEET ADDRESS: 7509 212TH ST SW, EDMONDS MAX. BUILDING HEIGHT IPER ECDC 16.45.0201: 25 FEET QUARTER -SECTION -TOWNSHIP -RANGE; SW-20-27-04 MAX. ALLOWED LOT COVERAGE (PER ECDC 16,45.020): NONE EXISTING STRUCTURE INFO. 1940, 3 BLDGS PROPOSED LOT COVERAGE; 17% EXISTING USE/USE CODE; 113 SINGLE FAMILY RESIDENCES FOOTPRINT AREAS / SITE AREA; 6,500/37,827 ZONING DESIGNATION; BN: NEIGHBORHOOD BUSINESS MAX. ALLOWED FLOOR AREA RATIO IPER ECDC 16.45,020): 3.00 FAR CRITICAL AREAS: NONE IDENTIFIED PROPOSED FLOOR AREA RATIO (FAR): 0.23 FAR GROSS SITE AREA; j ±37,827 SF 1±0.87 ACRES)' GROSS FLOOR AREAS / SITE AREA: 8,600/37,827 WATER DISTRICT; CITY OF EDMONDS BUILDING SETBACKS IPER ECDC 16.45.0201 SEWER DISTRICT: CITY OF EDMONDS MIN FRONT YARD: 20 FEET MIN SIDE / REAR YARD; NONE* PROPOSED OFFICE BUILDING DATA. *15 FEET REQ FROM LOT LINES ADJACENT TO R-ZONED PROPERTY CONSTRUCTION TYPE/CLASS; TYPE V-B, NON-SPRINKLERED MAX. IMPERVIOUS AREA: NONE LISTED IN ECDC MAX. NON-SPRINKLERED FIRE AREA (PER ECFC 19.25.035): _ 5-000 S,F. PROPOSED IMPERVIOUS SURFACE AREA: PER CIVIL PLANS OVERALL BUILDING AREA: ±4,600 S.F.; PROPOSED LANDSCAPING/PERVIOUS AREA: PER CIVIL PLANS FIRST FLOOR BLDG AREA (FOOTPRINT): ±21500 S.F, SECOND FLOOR AREA: ±2,100 S.F. PROPOSED PARKING - MAX BUILDING HEIGHT (PER ECDC 16.45.020); 25 FEET' EXISTING PARKING STALLS ON SITE: UNKNOWN OCCUPANCY GROUPS: B� BUSINESS TOTAL REQUIRED CUSTOMER STALLS: 17 STALLS'. PARKING REQ (1/400 S.F. OFFICE BLDG = 4,600/400); 12 STALLS PROPOSED WAREHOUSE BUILDING DATA: PARKING REQ (1 PER BAY-1 OFFICE AREA): 5 STALLS PROPOSED CONSTRUCTION TYPE/CLASS: TYPE V-B, NON-SPRINKLERED CUSTOMER PARKING BREAKDOWN MAX. NON-SPRINKLERED FIRE AREA (PER ECFC 19.25.035): STANDARD VEHICLE STALLS (8.51x16,5' MIN., 24' AISLE. 14 STALLS OVERALL BUILDING AREA: +44000 S.F. STANDARD STALL EV READY = 4 STALLS MAX BUILDING HEIGHT (PER ECDC 16,45.020); 25 FEET': COMPACT VEHICLE STALLS (81x16,51, 241 AISLE): 0 STALLS PROPOSED OCCUPANCY GROUPS; S-1: WAREHOUS B: BUSINESS VAN HANDICAP STALL 116'x18', 24' AISLE), EV READY; 1 STALL 2 EV CHARGING STALL (8.51x16.5' 24' AISLE): 2 STALLS OCCUPANCY BREAKDOWNS: TOTAL CUSTOMER PARKING PROVIDED; 17 STALLS' B: OFFICE BLDG: ±4,600 / 150 = 31 OCC, PROPOSED BICYCLE PARKING PROVIDED: 2 BIKES; B; OFFICE IN WAREHOUSE BLDG; ±800 / 300 = 6 OCC, 3 S-1� STORAGE IN WAREHOUSE BLDG: ±31200 / 300 = 11 OCC. PRE -APPLICATION REVIEW NUMBER: PRE2021-0013 TOTAL OCCUPANTS: ±8,600 48 OCC. 2 REGISTERED ARCHITECT THERESA K. GREENE STATE OF WASHINGTON 0 O U a U} Qo�M�= Lu = °° o " U LU 0')LO O c- c�" F } oo U) m cv x 2 C co�LL E UN � � - - _ U) �3 < 60 O N m p 00 U z o a o .- Y j�� U` � V o 3 C4 E coU � - a (D C u-) IE E C a� U � � � moo HALF -SCALE ON 11X17 _ I r n W U_ z � i Q � L.I_ J - ��Lu� VJ M) W J W QU zLL WLL O O z J o o 0 O �_ Q0 �w W 0 o o z z a LLB Q (0� Q W OW3:000 07QO N j -Uo;�= U C)=W� Q z_ � Z O J WI- U) NO= o 2i O UzXC)0z w I-- w cn REVISIONS NO. DATE BY Al 07/14/23 CITY 11/28/23 CLIENT 03/06/24 CITY 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED PLOT DATE: 06/06/24 CAD FILE: 21-28A11 JOB NUMBER: 21-28 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET ARCHITECTURAL SITE PLAN Al ■ 1 ATTACHMENT 1 GENERAL NOTES SEPARATE PERMITS VICINITY MAP G ACI R A. REFER TO SCOPE OF WORK BID OUTLINE FROM OWNER TO CONTRACTOR. GC TO NOTIFY OWNER OF DISCREPANCIES BETWEEN THE LISTED SEPARATE PERMITS FOR THE PROJECT SHALL BE PERFORMED AS DESIGN -BUILD. THE GENERAL CONTRACTOR (GC) OR ;i;}e i'nJ,}v..::-::i: '. ....:..:...:•..,.,..:-. ..-;::..,::•;•.•:::`•.'' :•::'3';rlth: !i�i! •^:.::i:••:.::•r':::::::.:.:.:....:'i..'r••-::.:...:.�.._:.._..-:: :... ,,..".-::-::•'-:.::::' .M. m.-- .. _ ... .... . : .t .....y- ..... :!!c:LX?a a. ..•:. •.::::'.......;.t.�'V.,F,xSliraia),=.•.�;: i';::::::::•:'::.:::::.'`::•::'�::. ::':::':::::; ::• :=��r?�fr'�a Stu>;ra��'s�1;t;fr/11;�•' :-:':•::::':;.': <:; :::::;:.:.:::':.<' ": ~ `::•'---s`'::•il.... '` :._... .. _. , , ._ ' DRAWINGS AND SCOPE OF WORK BID OUTLINE. GC SUBCONTRACTORS SHALL COORDINATE WITH THE APPROVED icx:_; ;:::::::.::;::;::::'::' '.:::::.::: •>:::::.: _:.:.Ihsrn;yarn1F?f:l'u1r�.7:i3Ss.G:,_;::::;:::::.:.:?.. :r,� �;nl� �; �f,{ ,icrt .,; ..::.P. .fyy ;.. PERMIT SET, PREPARE THE REQUIRED PLANS &ANY OTHER REQUIRED ;Stii:L!.�....:.:E... :..::. ::::::•: Ei:::'::.: :::'r::iFr:::::..••,-..;.,:.•,. ._l:. i';i.c£`iis3al:;:r:•-a:E:1>_::::::•[::.:::•t;�:.:,::i:::::::.i t:.:::•:::::: •:.S E: •:.::::. :: :: _.. _-.. - 7:*.,..-1,.c,?ri-,F",(�:<a,1;Id:St,: l7nF.:=�Sn:y.. .....:.: '..�.;:...:.: --, ::'. ;i::: :: ... ..:..7: ;:i::. iic ;:os'Lk:,,;t:s;?'ulFn r=G�Ia' lUs"rS.t;Cd,:t ''...: .'- a'::...:- ..;:: ..:• .,_.....,-.....;,:. -:.'. B. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL INFORMATION, S SS AND APPLY FOR AND ECURE ALL NECE ARY ;.::_::.........'......:...................:.........::......_:•:.::.....:::-....:::.:.....:.:.::..:.;.,;...::::::...:.:,...,.;..._, rrra},::i•:•:•:...:::...d:..::•::•:::.::::..-:......:::'.::.i::.:.•:::•....:.::•... :::::::.:.:.::•...:•.i ^,xs«;si••:.:.;_:::•:::.:.:::.....::::•.:.::.::::...:..:.:;:.......... <....'.::....:....:•::.: ;........ ::::••:.:.E,:7::J1fi?fy��tSYtii.Ut:SF?°J>::d::r,..:::.:�:.:::...... :..:::. ......."..,.*•..,;::::::::t= z xs�> s r r <......: :::' .r�}ti4uiixs:�+ s`i;�ANg?� ; ::;::.: :.. . GOVERNING BUILDING CODES AND REGULATIONS. THE CONTRACTOR SEPARATE PERMITS. .^r,;x is::.:...::::.'.:.:...:E-:..:•:•::•:...:...::.......:::::t::•:..........-::,.`:.:::::i::::.-t.::?•:::•..::::�tS,T}f,'.r3�fRit'A.,tt:}. _:: ,;.:;•':.•::::';;::::;:'•::•::;'•:•::'.:•':;:::':'.:v":;:'::::-_;:':::..:::::::::::;:;::'::::'_;:: }}�:;?{�?1�;i',J', (!�i::•::::: ':�::::::: �`::::..•:. =::::::'•--:: � ••::: . SHALL BE RESPONSIBLE FOR ALL WORK THAT HAS BEEN PERFORMED WHICH DOES NOT MEET THESE CODES AND THE GC SHALL BE RESPONSIBLE FOR VERIFYING EXISTING FIELD ,..:,,:....:....:::.... ...:.....:.........:...:............... .......:..:..::...:.:....:.....:::.;Cx_'.�.+'�A?tii'.`,•ji37n;tkt:t�.1,.1rt1;Y,tiY:1:t,U;{Y.+7::•:...•.::.... ..'tYi:.::JL::.::,.::::.•:.:•:'.:::'.::......•:.'•.•::.......::: ::•.....;..;::...::..,.......::.......::::::.::..:::::::::•:::.::•:t'Dt'( ;�t.::.........:...:.:..::.:::•..:,;:...:........,::..:....::t:::::....,..:,::.:::.;:':.•...::::.....::.:::.::.,; iFfYJ::::':'.`€::::::•::'.:::...;.•::..••..•.......,.••.. •.::..: ..:•.....: ::::.:: •.:: -.:: -,:::. , ••-' .':::'•.: ' i�}'l us..>X,,%l�flf}{ii111Yi i:: ::....: ::..�:.: .::. :•::::': s;iT}f._:Lrisrrn.Y:N??r+,.,;:..:..::.....::....:...... ::::,ais7/IriktS�taer�7kP�ir1'S :C:DkS="•::: �:.. . ...... zaat�stsw..::•...;..,;.%,- ,,.,:::, .,,..:...:,:.:. b... ; REGULATIONS. THE CONTRACTOR IS RESPONSIBLE FOR REPORTING ITI S I IT T ITI S COND ON AND COMPL ANCE W H LOCAL AU HOR E AND .....:•::.•'.:•.:...::...,...:.:.,...:::::-:::::..:::.:::::::::.::::::.:.•:.:::::.........:..:.:.:::.....::'.,::.:-:::'.:•:::':::::::':::::::'::::::.:':::::. . NTA IMMEDIATELY TO THE ARCHITECT ANY DISCREPANCIES OR DETAILS ALL CURRENT CODES REGULATIONS AND REQUIREMENTS. II.-.-.-:...:i: �NVIRON ::::::€:..... :::':.::.::::::::•:.::::.::::::::'..::.::.::;::.:1. :::::."..':�-�::.... :::::::::2 ::::::::':.... :::':::':::;.:;',:::_:::.::;:::::=::;'::::;:::::::'€::',:::::: ,. ,).4 DO NOT MEET BUILDING OD S A DCONSTRUCTION WHICH N EECODES N . ..,. -�:::'�'. :::.,.*.,.:.:.....:.,::...:.::::,.: .-­­`� ...... STANDARDS. THE GC SHALL BE RESPONSIBLE FOR COORDINATING THE PRE- CONSTRUCTION MEETING AND ALL REQUIRED SPECIAL INSPECTIONS• -`:` :i ::::;';:° ':::: f2 s P o ev zza c e ::•:•:,::::'.:':::.:;:::.'::.:>:.:;: '.....: .: :....:::::.....:::: -* ` - ` ' `` 7549'212thSt:SW: `:':>: ;:::;: ; ,:;;::::;::`>'`;::. C. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. IN THE i' it::•1:::::.:::::: .. .. :: i .::::.: .: `' EdtrlG ds .���A, ggp26.: •::..:::. gJ .. %1.. :. s RV I c s LAND DISTURBING ACTIVITY PERMIT: BLD2022-1556 i`��""--:-Edmo�us-Wooclraay ;:.::; :::::• h sit 2 t 5t $w 212tn Si SW : EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS, OR BETWEEN ;°::;' ;:''°:::' .I-' c�o1.:;:..:::::.:.....:...:':::: .. .:. •..:.. THE PLANS AND SPECIFICATIONS THE ARCHITECT SHALL BE.* i.,,, ..;., ._ sr a: I - :: . NOTIFIED IMMEDIATELY, WAREHOUSE BUILDING PERMIT: BLD2022-1542 .,'�,i) :.::: . , f'.''`'` `: PROJECT 1. g D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE NFPA-72 FIRE ALARM SYSTEM - ; �. {1 : �.. ::....:.......:..:............. ,,7l ...... �.15`.:sr :a.::.:'::: " LOCATION "� LOCATION DIMENSION AND DEPTH OF ALL EXISTING UTILITIES I I POSSIBLY AFFECTED BY THE WORK AS SHOWN ON THESE PLANS MECHANICAL ........,:.:::::;w::•:::•:;::*:.::::.-::::rat.:;'.';::.::;a:�.r, z�.f"sG�r;i:;:::_ .:. 1 t ri 3 . :. NEW COMMERCIAL OFFICE BUILDING PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE SERVICES AT 1 800 424 5555 A D POTHOLI G THE N N ELECTRICAL .:.:.. :::::::.:.:....:::'.:.::::::::•.:,:.:;::.::::::::::::::::,c;.r�-°�i::,: ;:::.;:::'::•::... ..::.::.:::::::::.::.:::.....:•.•...:_::..::-.....:.....:::....::::zr?,\3s .....�:........:::.::..::::::.``. :::::.'::::::::.::':.'..::'..::.:::.':.....i:..:..:..:....::.:......:.'�::....:�...:..........: :: .:::::':,. :..::::::::.::..:.':.::::.:.::'..:..::.::.::: r:::'::;•,..•.:..•:::.':::...:::.:..•:.:::. :................ :::.::.::::::::::::::.::::.:. :....:..::..:..::: .;:'::: �....:'...:.:::.:•.:'.: •::.::::::•.:.:.::. •::•.:• : �. t.���:.:,:....:.:::......,......_.::..:..:::......::.:::.:_::::::-::.::: JVICCi1Jil..., ......'l..-:'::-.:.`•,:::.:::..:..'.._::.::.-'.:.::..: ::::..:::..•.:.. . I• , . �,, ::_:...ter,:.�.m�„_..�.: :.:::.::..:. .. .. `i ?l s.C� C3 3. 1LS..:.. ..........:.l. "' ..- ... . r� Q S. ... � ..... . .. . ' ; ;- ' :.::::,..:..:... '.::............. EXISTING UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL' LOCATIONS . GC TO PHYSICALLY VERIFY WHETHER OR NOT I 1 CONFLICTS EXIST: IF CONFLICTS SHOULD OCCUR THE CONTRACTOR BUILDING &SITE SIGNAGE ::::::::':...::.........::`::::':.:..'.:::::.::.:..::....:'.:.:::.:::'.:.:.:::..:'.::.:...:i..::.:.: .. .... rcl`'s I3ri - ` :�1NI1;f�as 7509 212TH STREET SW EDMONDS, WA 98026 SHALL CONSULT WITH THE CITY ENGINEERING DEPARTMENT AND% N RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION: .i:n a .,,,. NO SCALE E. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY 1: DESIGN CODES PROJECT TEAM SHEET INDEX I SITE & BUILDING DATA WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, F. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE AS OF FEBRUARY 1, 20211 THE FOLLOWING CODES ARE IN PLACE OWNER/CLIENT: ARCHITECT: COVER SHEET & ARCHITECTURAL SITE PLAN: LEGAL DESCRIPTION: HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH (INCLUDING WASHINGTON STATE-WIDE AMENDMENTS): LAUREN GOLEMBIEWSKI THERESA K. GREENE, AO.1 COVER sHEET SEATTLE HEIGHTS DIV 4 BLK 004 D-00 - TR 6 STANDARDS AS ARE SPECIFIED. GLACIER ENVIRONMENTAL ARCHITECT, PLLC A0,2 2009 ICC/ANSI CODE NOTES 2018 INTERNATIONAL BUILDING CODE (WAC 51-50) SERVICES, INC. 16198 SE 48TH DRIVE EXISTING SITE DATA - G. EXISTING CONDITIONS DAMAGED AS A RESULT OF WORK DONE • 2018 INTERNATIONAL RESIDENTIAL CODE (WAC 51-51) 3415 121ST ST SW BELLEVUE, WA 98006 2:2 TOPOGRAPHIC &BOUNDARY SURVEY TOPOGRAPHIC & BOUNDARY SURVEY PARCEL NUMBER: 0a566900400600 UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION UNDER LYNNWOOD, WA 98087 CONTACT: THERESA GREENE JURISDICTION; CITY OF EDMONDS AND FINISHED TO MATCH ADJACENT FINISHES AND AT NO 2018 INTERNATIONAL FIRE CODE (WAC 51-54A) TEL. (425) 355-2826 TEL; (425J 830-3245 A1.1 PROPOSED SITE PLAN ADDRESS; 7509 212TH ST 5W, EDMONDS ADDITIONAL COST TO THE OWNER, ALL REPLACEMENT MATERIALS 2018 INTERNATIONAL EXISTING BUILDING CODE (WAC 51-50) CELL: (425) 268-9775 tg:architect@comcastnet A1.2 SITE AND EXTERIOR BUILDING DETAILS � T QUARTER -SEC , ION -TOWNSHIP -RANG SW-20-27-04 REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH 2018 NATIONAL FUEL GAS CODE (NFPA 54) (WAC 51-50) (miles@glacierenviro,com A1.3 SITE AND EXTERIOR BUILDING DETAILS EXISTING STRUCTURE INFO. 1940, 3 BLDG5 RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND 2018 INTERNATIONAL MECHANICAL CODE (WAC 51-52) STRUCTURAL ENGINEER EXISTING USE/USE CODE: 113 SINGLE FAMILY RESIDENCES METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL 2018 INTERNATIONAL FUEL GAS CODE (WAC 51-52) SURVEYOR: SWENSON SAY FAGET SITE PLAN DEVELOPMENT ENGINEERING PLANS (CIVIL & L.S.): ZONING DESIGNATION: BN: NEIGHBORHOOD BUSINESS UNDER SEPARATE LAND DISTURBING ACTIVITY PERMIT: BLD2022-1556 1 BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION, 2017 LIQUEFIED PETROLEUM GAS CODE (NFPA 58) (WAC 51-52) TERRANE 2124 THIRD AVENUE, STE 100 CRITICAL AREAS: NONE IDENTIFIED GROSS SITE AREA: ; ""' S: {±0 87 ACRES)' • 2018 UNIFORM PLUMBING CODE (WAC 51-56) 10801 MAIN STREET, STE 102 SEATTLE WA 98121 , C0,00 COVER & PROJECT INFORMATION SHEET I37,827 WATER DISTRICT: CITY OF EDMONDS H. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN BELLEVUE WA 98004 CONTACT; BRIAN RITTEREISER C0,10 STANDARD &PROJECT NOTES THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR • 2018 INTERNATIONAL PROPERTY MAINTENANCE CODE CONTACT: KATHERINE RYG TEL: (206) 956-3728 C1.00 EXISTING CONDITIONS PLAN - OVERALL SEWER DISTRICT: CITY OF EDMONDS PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED 2018 INTERNATIONAL SWIMMING POOL AND SPA CODE TEL: (425) 233-6093 CELL: (509) 312-9498 C1.01 EXISTING CONDITIONS PLAN -ROW STANDARDSOR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS , 2018 WASHINGTON STATE ENERGY CODE (WAC 51-11C & WAC 51-11R) katheriner@terrane.net brittereiser@ssfengineers.com C1.02 EXISTING CONDITIONS PLAN - SOUTH PROPOSED OFFICE BUILDING DATA.- SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE 2009 ICC A117.1 ACCESSIBLE AND USABLE BUILDING AND FACILITIES C1.03 EXISTING CONDITIONS PLAN - NORTH Y CONSTRUCTION T : PEICLA55: TYPE V-B NON-SPRINKLERED SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE • 2023 EDMONDS CITY CODE AND COMMUNITY DEVELOPMENT CODE GEOTECH ENGINEER: LANDSCAPE ARCHITECT: C1.10 C1.20 BOUNDARY SURVEY EXISTING CONDITIONS TOPOGRAPHIC SURVEY MAX, NON-SPRINKLERED FIRE AREA (PER ECFC 19,25,035): 5 000 5 F SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING (ECDC), FIRE DEPT STANDARDS AND PUBLIC WORKS STANDARD KRAZAN & ASSOCIATES INC. VARLEY VARLEY VARLEY C2.00 TESC PLAN - OVERALL OVERALL BUILDING AREA: : ±5,000 SF. ,_..__. FIRST FLOOR BLDG AREA (FOOTPRINT): +2 500 S.F. SPECIFIED CRITERIA, FOR APPROVAL OF AN ITEM NOT SPECIFIED, DETAILS, I C2.01 TESC PLAN -ROW ' SUBMIT REQUIRED SUBMITTALS PROVIDING COMPLETE BACK-UP I 4303 - 198TH STREET SW 19819 30TH DRIVE SE C2.02 TESC PLAN -SOUTH SECOND FLOOR AREA; +2;100 S.F. INFORMATION FOR PURPOSES OF EVALUATION, WHERE BUILDING 1 LYNNWOOD, WA 98036 BOTHELL, WA 98012 C2.03 TESC PLAN - NORTH MAX BUILDING HEIGHT (PER ECDC 16,45.020): 25 FEET; STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE CONTACT: MICHAEL RUNDQUIST CONTACT: JEFF VARLEY C2.21 TESC DETAILS OCCUPANCY GROUPS: B: BUSINESS ACCEPTED WITHOUT PRIOR APPROVAL OF EAN HOLDINGS LLC., TEL: (425) 485-5519 TEL: (425) 466-9430 C4,00 GRADING & DRAINAGE PLAN - OVERALL varley_jeff@hotmaii.com C4.01 GRADING & DRAINAGE PLAN - ROW PROPOSED WAREHOUSE BUILDING DATA:"_� I, IT IS THE ARCHITECT'S RESPONSIBILITY, AS A LICENSED CIVIL ENGINEER: C4,02 GRADING & DRAINAGE PLAN - SOUTH PROPOSED CONSTRUCTION TYPE/CLASS; TYPE V-B, N N-SPRINKLERED PROFESSIONAL, TO OBSERVE THAT THE CONSTRUCTION IN THE FIELD CEKO ENGINEERING CONTRACTOR: C4.03 GRADING & DRAINAGE PLAN - NORTH 1= MAX, NON-SPRINKLERED :IRE AREA (PER ECFC 19,25,035): 5 0a0 S.F. ADHERES TO THE CONTRACT DOCUMENTS. IF THE CLIENT FOR THIS 2255 SQUAK MT. LOOP SW TBD -CURRENTLY OUT TO BID C4:11 DRAINAGE PROFILES OVERALL BUILDING AREA: ±4 000 S.F. PROJECT DOES NOT REQUEST PERIODIC CONSTRUCTION OBSERVATION ISSAQUAH, WA 98027 C4,12 GRADING SECTIONS &ELEVATIONS MAX BUILDING HEIGHT (PER ECDC 16.45.020): 25 FEET' SERVICES DURING CONSTRUCTION FROM THE ARCHITECT OF RECORD, SCOPE OF WORK CONTACT: CHRIS KOVAC C4.21 C5.00 DRAINAGE SYSTEM DETAILS WATER & SANITARY SEWER IMPROVEMENTS PLAN - OVERALL PROPOSED OCCUPANCY GROUPS: S-9: WAREHOU i 8: BUSINESS OR APPROVED REPRESENTATIVE, THE ARCHITECT OF RECORD SHALL NOT BE LIABLE FOR INTERPRETATIONS, SUBSTITUTIONS OR ANY TEL: (425) 864-8246 CELL:(425) 864-8246 C5,01 C5,02 WATER & SANITARY SEWER IMPROVEMENTS PLAN - ROW WATER &SANITARY SEWER IMPROVEMENTS PLAN -SOUTH OCCUPANCY BREAKDOWNS: MODIFICATIONS FROM THE CONTRACT DOCUMENTS BY THE CLIENT OR GENERAL CONTRACTOR: MODIFICATIONS TO THE CONTRACT THE CLIENT IS PROPOSING TO DEMOLISH THE EXISTING STRUCTURES, cpkovac@cekonw,com C5.03 WATER &SANITARY SEWER IMPROVEMENTS PLAN -NORTH B: OFFICE BLDG: ±4,600 150 = 31 OCC. DOCUMENTS MUST BE IN WRITING AND DISTRIBUTED TO THE CLIENT, REDEVELOP THE SITE AND CONSTRUCT A NEW 36'X70' ±41600 S.F. C5.11 WATER &SANITARY SEWER IMPROVEMENTS PROFILES B OFFICE IN WAREHOUSE BLDG- +800 300 = 6 OGG. GENERAL CONTRACTOR AND ARCHITECT VIA SUPPLEMENTAL 2-STORY COMMERCIAL OFFICE BUILDING AND A 40'X80' **-3,200 S.F. ARBORIST: C5,21 C6.00 WATER &SANITARY SEWER IMPROVEMENTS DETAILS DRY UTILITIES IMPROVEMENTS PLAN -OVERALL S 1 STORAGE IN WAREHOUSE BLDG: +3,200 300 = 11 OGG. INSTRUCTION CHANGE ORDER OR CHANGE ORDER DIRECTIVE AND 1-STORY WAREHOUSE BUILDING (UNDER SEPARATE PERMIT) WITH AN A GRAND DESIGN, LLC C7.00 CIVIL SITE IMPROVEMENTS PLAN -OVERALL TOTAL OCCUPANTS; ±$ 600 48 OCC. � -- 2 SIGNED AS PER THE LEGAL REQUIREMENTS OF THOSE DOCUMENTS. ADDITIONAL *-1,600 S.F. ASPHALT AREA FOR OUTDOOR STORAGE 7914 60TH ST SE C7.01 CIVIL SITE IMPROVEMENTS PLAN - ROW ALONG THE NORTHEAST SIDE OF THE PROPERTY, PER THESE PLANS, SNOHOMISH, WA 98290 CONTACT: SHELLEY TOWERS C7.02 C7,03 CIVIL SITE IMPROVEMENTS PLAN - SOUTH CIVIL SITE IMPROVEMENTS PLAN - NORTH PROPOSED OUTDOOR STORAGE: + OUTDOOR STORAGE PAD AREA: 2 245 S.F,' TEL: (206) 362-6587 C7.04 HORIZONTAL CONTROL PLAN 3 sdtinsno@yahoo,com C7.21 CIVIL SITE IMPROVEMENTS DETAILS PROPOSED OVERALL SITE & BLDG AREAS: C7.22 CIVIL SITE IMPROVEMENTS DETAILS - RIGHT-OF-WAY AREAS ALLOWABLE AREA PER FLOOR (IBC B & 5-1 OCC, CLAS% 9,000 S.F. C7,23 C8.01 CIVIL SITE IMPROVEMENTS DETAILS - RIGHT-OF-WAY AREAS FIRE PLAN - OVERALL ALLOWABLE STORIES, MAX. HEIGHT (IBC B OCC. CLASS): 2, 40 FEET MAX. BUILDING HEIGHT (PER ECDC 16.45.0201; 25 FEET ABBREVIATIONS LEGEND OF SYMBOLS LANDSCAPE: MAX ALLOWED LOT COVERAGE (PER ECDC 16 45.020J: NONE L-1 L-2 L-3 TREE RETENTION PLAN LANDSCAPE PLAN LANDSCAPE DETAILS PROPOSED LOT COVERAGE: 17% FOOTPRINT AREAS / SITE AREA: 6,500/37,827 MAX. ALLOWED FLOOR AREA RATIO (PER ECDC 16.45,0201: 3.00 FAR PROP05ED FLOOR AREA RATIO (FAR): 0.23 FAR # POUND OR NUMBER EXIST. EXISTING 0/ OVER & AND EXP. JT EXPANSION JOINT P.C.C. PRECAST CONCRETE REVISION NO, (TITLE B WINDOW SCHEDULE 2 BLOCK SHOWS REV. O KEY @ AT EXT. EXTERIOR P-LAM PLASTIC LAMINATE DATE) ARCHITECTURAL: GROSS FLOOR AREAS / SITE AREA: 8,600/37,827 ACT ACOUSTIC CEILING TILE FD FLOOR DRAIN PLUMB. PLUMBING ELECTRICAL A2.11 FIRST FLOOR CONSTRUCTION FLOOR PLAN - OFFICE BLDG BUILDING SETBACKS PER ECDC 16.45.0201 A.F.F. ABOVE FINISHED FLOOR FEC FIRE EXTINGUISHER PLYWD, PLYWOOD INDICATES REVISED ROOMS ROOM NAME A2.12 SECOND FLOOR CONSTRUCTION FLOOR PLAN -OFFICE BLDG MIN FRONT YARD; 20 FEET ALUM. ALUMINUM CABINET P.T. PRESSURE TREATED AREA 10 ROOM N0, A2.21 FIRST FLOOR EGRESS &ELECT PLAN -OFFICE BLDG MIN SIDE / REAR YARD: NONEA ANOD. ANODIZED FIXT. FIXTURE PNT PAINT/PAINTED A2.22 SECOND FLOOR EGRESS &ELECT PLAN -OFFICE BLDG *15 FEET REQ FROM LOT LINES ADJACENT TO R-ZONED PROPERTY BSMT. BASEMENT FLR, FLOOR PVC POLYVINYL CHLORIDE DETAIL N0. DESIGNATION =350 S.F�ROOM AREA A2.31 FIRST FLOOR REFLECTED CEILING PLAN - OFFICE BLDG MAX. IMPERVIOUS AREA: NONE LISTED IN ECDC BYND. BEYOND F.O. FACE OF RBR RUBBER FIBERGLASS REINFORCED c� A8. SHEET THAT DETAIL IS PL � FINISH SCHEDULE A2.32 SECOND FLOOR REFLECTED CEILING PLAN - OFFICE BLDG PROPOSED IMPERVIOUS SURFACE AREA: PER CIVIL PLANS BOT. BOTTOM FRP RCP REFLECTED CEILING PLAN SHOWN A2.4 ROOF PLAN - OFFICE BLDG PROPOSED LANDSCAPING/PERVIOUS AREA: PER CIVIL PLANS C.I.P. CAST IN PLACE PLASTIC R.D. ROOF DRAIN KEY A3.1 OVERALL EXTERIOR ELEVATIONS CHNL CHANNEL FND. FOUNDATION REQ'D REQUIRED C.J. CONTROL JOINT GA. GAUGE RM ROOM 1 BLDG. SECTION N0. A4. 01 EQUIP. SCHEDULE KEY A3.2 A4.1 A4.2 3D RENDERINGS BUILDING SECTIONS - OFFICE BLDG WALL SECTIONS - OFFICE BLDG PROPOSED PARKING: EXISTING PARKING STALLS ON SITE: UNKNOWN CLG. CEILING GALV. GALVANIZED SIM. SIMILAR SHEET THAT SECTION A4.3 EXTERIOR DETAILS -OFFICE BLDG TOTAL REQUIRED CUSTOMER STALLS: 17 STALLS; CLR, CLEAR GWB GYPSUM CMU CONCRETE MASONRY UNIT H.C. HOLLOW WALL BOARD SPEC SPECIFIED OR CORE SPECIFICATIONPARKING IS SHOWN CASEWORK DTL. NO• M=SHEET A4,4 EXTERIOR DETAILS - OFFICE BLDG PARKING REQ (1/400 S.F. OFFICE BLDG = 4,600/400); 12 STALLS COL, COLUMN HT. HEIGHT SPRK SPRINKLER 1 WALL SECTION NO. NO. A4,5 EXTERIOR PRE-FAB STAIR DETAILS - OFFICE BLDG REQ (1 PER BAY�1 OFFICE AREA); 5 STALLS CUSTOMER PARKING BREAKDOWN COMPR COMPRESSIBLE H.M. HOLLOW METAL SSTL STAINLESS STEEL A4- 1 CONC. CONCRETE HR. HOUR S.T.C. SOUND TRANSMISSION SHEET THAT SECTION IS SHOWN WALL TYPE N0. 1 rS(= A5.1 SCHEDULES &NOTES - OFFICE BLDG STANDARD VEHICLE STALLS (8,5'x16,5' MIN., 24' AISLE): 14 STALLS STANDARD STALL. EV READY = 4 STALLS CONT, CONTINUOUS HVAC HEATING, VENTILATING, AND COEFFICIENT INSULATION KEY A5.2 SCHEDULES &NOTES -OFFICE BLDG CPT CARPET AIR CONDITIONING STL. STEEL CT CERAMIC TILE INSUL. INSULATED STRUCT. STRUCTURAL A INTERIOR ELEV, NO. DATUM POINT A6.1 A6.2 MISC INTERIOR ELEVATIONS & DETAILS - OFFICE BLDG MISC INTERIOR DETAILS - OFFICE BLDG e � � COMPACT VEHICLE STALLS ($x16,5, 24 AISLE): 0 STALLS VAN HANDICAP STALL 1161x18', 241 AISLEJ, EV READY; 1 STALL DBL DOUBLE INT, INTERIOR T&G TONGUE AND GROOVE 1 LL A6.3 MISC INTERIOR DETAILS - OFFICE BLDG EV CHARGING STALL (8,51x16,5' 24' AISLEI: 2 STALLS .................... .-...................... ................... ....... ................. - ........, ..--..................................................................---.............. DEMO DEMOLISH L0. LOW TELE: TELEPHONE D A5.2 B ORIENTATION +8'-0" A.F.F� CEILING HEIGHT A7.1 2018 WSEC ENVELOPE & MECH FORMS - OFFICE BLDG TOTAL CUSTOMER PARKING PROVIDED: 17 STALLS: DIA, DIAMETER MAX. MAXIMUM T.O. TOP OF SHEET THAT A7.2 2018 WSEC LIGHTING FORMS -OFFICE BLDG PROPOSED BICYCLE PARKING PROVIDED: 2 BIKES; DIM. DIMENSION MEL MELAMINE T.O.C. TOP OF CONCRETE C INTERIOR ELEV, IS ACT CE I STRUCTURAL: 3 DN DOWN M.O. MASONRY OPENING T.O.P. TOP OF PLATE DR DOOR MECH. MECHANICAL T.O.S. TOP OF STEEL SHOWN FINISH CEILING TYPE S1,1 GENERAL NOTES - OFFICE BLDG PRE -APPLICATION REVIEW NUMBER: PRE2021-0013 DWG DRAWING MEMBR. MEMBRANE TP TOILET PAPER DISPENSER NORTH ARROW GRID DESIGNATION (�) S1.2 GENERAL NOTES - OFFICE BLDG EA. EACH MIN. MINIMUM T/D TELEPHONE/DATA N S2.1 FOUNDATION PLAN - OFFICE BLDG EIFS EXTERIOR INSULATION & FINISH MRGWB MOISTURE -RESISTANT TYP. TYPICAL S2.2 SECOND FLOOR FRAMING PLAN - OFFICE BLDG SYSTEM GYPSUM WALL BOARD U.O.N. UNLESS OTHERWISE NOTED ❑2 SHEET KEY NOTE 1/4:12 ROOF SLOPE AND S2,3 ROOF FRAMING PLAN - OFFICE BLDG EL. ELEVATION MTL. METAL U/S UNDERSIDE DIRECTION KEY S3,1 CONCRETE DETAILS - OFFICE BLDG ELEC. ELECTRICAL N.I.C. NOT IN CONTRACT V.I.F. VERIFY IN FIELD ELEV. ELEVATOR/ELEVATION NO NOM NUMBER NOMINAL V.P. VISION PANEL DOOR SCHEDULE KEY n (CORRESP. TO ROOM N0, � BREAK LINE SYMBOL S3.2 S4.1 CONCRETE DETAILS - OFFICE BLDG STEEL DETAILS - OFFICE BLDG 1 1A S6.1 WOOD FRAMING DETAILS - OFFICE BLDG EPDM ETHYLENE PROPYLENE DIENE O.C. ON CENTER W/ WITH WHERE DOOR OCCURS) M-CLASS (ROOFING) O.H. OPPOSITE HAND W/0 WITHOUT DOOR SUFFIX �-- MATCH LINE MARKER S6,2 S6,3 WOOD FRAMING DETAILS - OFFICE BLDG WOOD FRAMING DETAILS - OFFICE BLDG EQ. EQUAL WD WOOD 9679 REGISTERED ARCHITECT THERESA K. GREENE STATE OF WASHINGTON co E o ,cosN - O co O `>, a 00 0MUU r�- -rnQUi O ��} -W= g o d V U) E � > Y - 00 � co �� a 3: c6�aE LL O -�ASSUCn � -. > `F 0 3 �W C -M N qs N O zasg m M Za U ff _ (D - . p . . U Y c", �' U� _ - 3 Ea�Q (D C ) - O U .a It aU a,(9 HALF-SCALE ON 11 X17 VJ rn W U- z _ � Q N L.1_ J W D U! mW J W ' QU ZLL WLL O o z -i (D (D0 O CD NT CD �U� H � co WW W O `o o Z 2i 0-1 a_ Z d W Q (.0 Q �_ WO2iU)O W N o�NL co _ U o�= o=C;L ;Qv Q�(.DN z T--- Z Z 0 O i W ~ W N O'o2iO O = o z x W �'oz r-- W U) REVISIONS NO. DATE BY Z\ 07/14/23 CITY 11/28/23 CLIENT 3\ 03/06/24 CITY 0 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED * PLOT DATE: 06/06/24 CAD FILE: 21-28A01-OB JOB NUMBER: 21-28 a CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET COVER SHEET OFFICE BLDG AOO 1 ATTACHMENT 2 r• • 4 3 2 1 A B C 1D1 T T G H 100'-01, 50'-0" 70'-011 1 *+-26-8 3/4" A,F.F h MAX HEIGHT (446,241) 25'-4" A.F� • EATHING (445.51') -. � Illllliilllflill : _ e I IIII Ilia. � • 4D 4 4 O Omu- 10 I I ^ � . !• • � �" it i EXTERIOR LIGHTING FIXTURES & AMENTITIES ABBREV I DESCRIPTION MFR/STYLE, PRODUCT NO EXTERIOR LIGHTING LTC1 10" SO x 3" UNDER CANOPY LED LIGHT € GLT LED 40W SCL-40W-50K-BZ (5,450 LUMENS) OR EQ LTW I 9.5" x I V WALL PACK 80W LED (WEST SIDE & STREET) € MAGNALUX 80W SLIM LED FULL -CUTOFF LIGHT (8,800 LUMENS) OR EO. LNV2 9.5" x 11" WALL PACK 25W LED (OTHER LOCATIONS) € MAGNALUX 25W SLIM LED FULL -CUTOFF LIGHT (2,800 LUMENS) OR EQ. _ _.... - ................. -....—..—...- LTS1 SECURITY MOTION ACTIVATED OUTDOOR LIGHT LEONLITE 20W DUAL HEAD (1,400 LUMENS} OR EQ. _...._.._...:_.... ........ ........................---.............. ............................---................ ........ ......... -._...-...-... LTP1 POLE SITE LIGHT 21'-6" SINGLE AREA LIGHT w/ CONC BASE € EL PK150 20' 150 WATT LED LIGHT POLE KIT (19!500 LUMENS) OR EQ. EXTERIOR PEDESTRIAN AMENITIES _.. ............. .. AMN1 METAL 24"D x 49"W COMMERCIAL BENCH, STEEL & WPC € FESTNIGHT OUTDOOR STEEL FRAME BENCH, BRONZE OR EQ. .�._................._......................------ ........................................ AMN2 METAL 13" SQ x 32"H TRASH RECEPTACLE, BLACK € SAFCO 9474BL RECESSED PANELS WASTE RECEPTACLE OR EQ. ---------------- BKR1 34"H x 22"D BIKE RACK FOR TWO BIKES BLACK € ROCKYMOUNTS POSTUP INVERTED U 2-BIKE RACK OR EQ ---------- -----------------------------------------------------------------------------------------------------------.------------------...................................--= ---.....---------------------------------------------------------------------....................................---------------......................................._ ........................................................................................................................................................ .......................... ............... NOTE: EXTERIOR ELEVATIONS TO BE APPROVED UNDER OFFICE BUILDING PERMIT APPLICATION. THIS SHEET IS FOR REFERENCE ONLY FOR WAREHOUSE BUILDING PERMIT 50'-0" EMP1 EMP2 EMS3 EMP4 EMS1 EMS3 EMP4 EPT2 CMU2 w A] WEST FACING 36'-0" •I CHAIN LINK GATES WITH WOOD PRIVACY SLATS A. CONCRETE CAPr EMS3 .w EMP4 ' I ,� • cn N N +1 • i � I EMS1 CMU1 © NORTH FACING OFFICE EM 2 EMS4 E PM 4 C UM 2 EAST FACING LTC 1 LTW 1 /LTW2 LTS 1 LTP 1 AM N 1 F❑ EXTERIOR LIGHTING FIXTURES & AMENITIES IMAGES PRELIMINARY EXTERIOR ELEVATIONS SCALE: 1 /8" = V-0" 0 4' 8' 16' 24' 32' 201-0" 131-411 • • • • • U U U 1 3 36'-0" M25'-10 1/411 A.F.F _ AX HEIGHT (445.861) 12'-01, 12'-01, 12'-0" T,O, PLATE (445.671) REFER TO SITE PLAN, SHEET A1.1 FOR AVERAGE HEIGHT OF (E) GRADE CALCS, 3 +0'-10 1/4" AVG. HEIGHT (E) GRADE (+-420.861) _ 0'-0" FLR FIN, (*-420.0'� 2 3 I I 20'-0" I I I I I I I I I I pp - I/ POSSIBLE EXTERIOR FINISHES SCHEME lo II �m�� 1 arm1■ n 0 SOUTH r• • i� n 20'-0" A EXTERIOR FINISH SPECIFICATIONS EPT1 CMU1 4" GROUND OR SPLIT -FACE CMU w/ CONCRETE SILL COLOR: MEDIUM GRAY TO MATCH SIM. EPT2 --- _................. .-_.....-------------------- COLOR: MEDIUM GRAY TO MATCH SIM. EPT2 ............... EBR1 ..... .........._...................._ ............................;.. CONTEMPORARY BRICK VENEER ' ....... .. ... .......... ........... .........._........................................................................ COLOR. DARK GRAYICHARCOAL TO MATCH SIM EPT1 EFC1 ......__.--------- .-.......................................... FIBER CEMENT LAP SIDING SYSTEM € ... _... .... .. ..... ........._............... COLOR: HARDIE PLANK LIGHT GRAY OR EO, EFC2 FIBER CEMENT WINDOW & DOOR TRIM € COLOR TO MATCH SIM. EPT1 -- ....--...-- EMP1 .......................... ................ .... ............. .... 2G GA. PRE -FINISHED METAL PARAPET COPING --......... ... .... ..... ..... ........-_........... COLOR. DARKER THAN EPT1 OR EXTRA DARK BRONZE ........... ....... EMP2 : --- ..... ._-...... 24 GA, PRE -FINISHED META€. FASCIA/BRAKE METALJGUTTER ............ -------............................................................................................. COLOR TO MATCH SIM- EPT1 ........... ........ EMP3 - ............................................ .................... .......... ...................... .................. ................................... _.._._.M.. s METAL CANOPY SYSTEM - EXPOSED METAL ...........................,............................. —... ..... ._.... -... ._................... .............-----.................... COLOR TO MATCH SIM. EPT1 EMP4 ..................................... - STOREFRONT DOOR &EXTERIOR WINDOWS I COLOR TO MATCH SIM. EPT1 ...... EMS1 ........ _......................................_................_........................................................... ...... ....... VERTICAL 2" REVEAL METAL SIDING SYSTEM --................. ............. -................. _...... ................ _.... __............ MFR. TBD - COLOR TO MATCH SIM EPT2 EMS2 ACCENT VERTICAL 2" REVEAL METAL SIDING SYSTEM MFR. TBD - COLOR: LIGHT GRAY TO MATCH SIM. EFC1 EMS3 ........ ...._ ---- HORIZONTAL 2" REVEAL METAL SIDING SYSTEM :.. MFR. TBD COLOR: WOOD -LOOK OR ANTI UED COPPER G2 EMS4 .. HORIZONTAL PANEL SIDING - EXPOSED FASTENERS .... ..... ... ....... .................... MFR. TBD - COLOR: LIGHT GRAY TO MATCH SIM. EFC1 -..... E MS5 _- .......... -- --•- ----•-----------•---------- -------------------------..._..---- --- --- ;- € METAL PANEL SOFFIT SYSTEM -MITER AT CORNERS - ..._... - .._.. - .._.....-...... _....... _..__.._.._.........--------- -._.-............................ ............................... MFR. TBD - COLOR TO MATCH SIM EPT2 -- EPT1 -....— -.... ..------------------ - --- -.------ ---..................... _. ..-... - ..... ;......... EXTERIOR PAINT OR PREFINISHED - ACCENT TRIM / METAL ......... ..... -...... -................... -- .......................... _..---...._......---_..... ..........._.... .___---..................------- COLOR: DARK GRAY/CHARCOAL OR DARK BRONZE -----------_. EPT2 .-............................................................................................................................................... .................................. -. ................. € EXTERIOR PAINT OR PREFINISHED - H.M. & COILING DOORS! ................................... ................................................................. ............................. .. .... ... ................ COLOR: MEDIUM GRAY - COOL ZINC OR EO. RMTL ---------------------------------------------- METAL ROOFING SYSTEM € ........................ 26 GA. PBR PANEL OR EQ. COLOR: MEDIUM GRAY --------------------- RTPO .......... ..... ..... ....... ........... .................... ..... ......... - s TPO MEMBRANE ROOFING SYSTEM € ....................................... ....................... COLOR: WHITE NOTE: GC TO PROVIDE SAMPLES AND DRAW DOWN ALL COLORS FOR OWNER AND ARCHITECT APPROVAL PRIOR TO COMMENCING WORK. 9679 REGISTERED ARCHITECT THERESA K. GREENE STATE OF WASHINGTON 0 o o �� a o�M_ U} W� _� CC) o D o w U��w//�� � } C T�T V/ ��L� Ui N (V X ? N �oo N N M a - Z ti 0.5 O � O (II ?o � a U) U 3o (D E (D U — c a ; H O U H ca o cgs HALF -SCALE ON 11 X17 v! r n w U— Z Q N� 0. J wZ) U) W J w QU zLL wLL O o z J o O o L0 W a � O w O o z � z IZ w Q a (� N j w0W000 �UQO —Uo;3= U Q 0_C� z_ � ZO J Lu �_ NO= c�zx`noz Lo W 02i0 W C!) I-- REVISIONS NO. DATE BY 07/14/23 CITY 11/28/23 CLIENT 03/06/24 CITY 0 0 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED PLOT DATE: 06/06/24 CAD FILE: 21-28A31 JOB NUMBER: 21-28 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET OVERALL EXTERIOR ELEVATIONS OFFICE BUILDING A301 ATTACHMENT 2 9 -4 1 -?MEN-AMC •� y,\ i..• ••1• 1 rr ■ m da r- r. t, n 0 • OF vy it • f • .! - 2 tj MOP pw r. Jt MR t a . • � , ., �. 67 f +.��• ED 111 tt� �1t�>, • 1 I I I l i l• I��� � If��fl►thtlliMIN." . till �t�E f•1 i 11'i;l ljf;l�l;f�1,j �irt!!�1,f�,, r 1 I � •ti,, . ,;: ,�.���_; = � cam; -� .. � �►01Lip w Vs OM 1'1A •� • . FA NO O O I ", I I I m m !!, D I Q I I n m v W v 00 m m i `� `� D ^' NFW C OMMFRC'IAL OFFIC�F RLJll n 212TH STREET REDEVELOPMENT 1 Y 1 Y 1 Y 1 a U U U U U U U Q J J Q Q� o Q Q Q EDMONDS, WASHINGTON SITE VICINITY MAP DIRECTORY REFERENCE: 7.5 MINUTE USGS QUADRANGLE EDMONDS EAST, WASHINGTON. DATED 2020 I�■]►�[�7►1■L9 SITE LOCATION: a 7509 212TH STREET SOUTHWEST (' al� I TLE EDMONDS, WASHINGTON 98026-7605 OLMPIA YMPIA AFN: 000566900400600 \A/A CAI IIA II 2000 0 2000 4000 mmmommi SCALE IN FEET OWNER & APPLICANT: GLACIER ENVIRONMENTAL SERVICES,INC 3415 121 ST STREET SW LYNNWOOD, WASHINGTON 98087 CONTACT: LAUREN MILES-GOLEMBIEWSKI TEL: (425) 268-9775 EMAIL: LMILES@GLACIERENVIRO.COM LANDSCAPE ARCHITECT: JEFF VARLEY LANDSCAPE ARCHITECT 19818 30TH DRIVE SE BOTHELL, WASHINGTON 98012 CONTACT: JEFF M. VARLEY, R.L.A. TEL: (425) 466-9430 EMAIL: JEFF@HOTMAIL.COM STORMWATER CITY OF EDMONDS 7110210T"STSW EDMONDS, WA 98026 TEL: (425) 771-0235 NATURAL GAS PUGET SOUND ENERGY (PSE) 3130 S. 38TH ST. TACOMA, WA 98409 TEL: (425) 806-7841 FAX: (253) 476-6007 CONTACT: ANDREA BUREN EMAIL: ANDREA.BUREN@PSE.COM FIRE PROTECTION SOUTH COUNTY FIRE SNOHOMISH COUNTY FIRE DISTRICT NO. 1 12425 MERIDIAN AVENUE S. EVERETT, WA 98028 TEL: (425) 551-1200 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE ARCHITECT: THERESA K. GREENE ARCHITECT, P.L.L.C. 16198 SE 48TH DRIVE BELLEVUE, WASHINGTON 98006 CONTACT: THERESA GREENE, R.A. TEL: (425) 830-3245 EMAIL: TG.ARCHITECT@COMCAST. NET UTILITY PURVEYORS_ ELECTRIC SNOHOMISH PUD PO BOX 1107 EVERETT, WA 98206-1107 2320 CALIFORNIA STREET EVERETT, WA 98201 TEL: (425) 783-1000 TELECOMMUNICATIONS ZIPLY FIBER 1800 41 ST STREET EVERETT, WA 98203 TEL: (866) 947-5988 CIVIL ENGINEER: CEKO, L.L.C. 2255 SQUAK MOUNTAIN LOOP SW ISSAQUAH, WASHINGTON 98027 CONTACT: CHRISTOPHER P. KOVAC, P.E. TEL: (425) 864-8246 EMAIL: CPKOVAC@CEKONW.COM WATER & SEWER CITY OF EDMONDS 7110210T"STSW EDMONDS, WA 98026 TEL: (425) 771-0235 CABLE COMCAST TEL: (866) 971-0430 TEL: (303) 930-2000 X3020169 CONTACT: WALKER DTN JURISDICTION SPECIAL NOTES_ ' SPECIAL INSPECTIONS ARE REQUIRED FOR THIS PROJECT: 1. SOILS, TO INCLUDE RECOMMENDATIONS OF INSPECTIONS AS PER GEOTECHNICAL REPORT. APPROVED PLANS MUST BE ON JOBSITE DRAWING INDEX SHEET # SHEET NAME CIVIL ENGINEERING SHEETS C0.00 COVER AND PROJECT INFORMATION SHEET A1.1 ARCHITECTURAL SITE PLAN C0.10 STANDARD AND PROJECT NOTES C1.00 EXISTING CONDITIONS PLAN - OVERALL C1.01 EXISTING CONDITIONS PLAN - ROW C1.02 EXISTING CONDITIONS PLAN - SOUTH C1.03 EXISTING CONDITIONS PLAN - NORTH C1.10 BOUNDARY SURVEY C1.20 EXISTING CONDITIONS TOPOGRAPHIC SURVEY C2.00 TESC PLAN - OVERALL C2.01 TESC PLAN - ROW C2.02 TESC PLAN - SOUTH C2.03 TESC PLAN - NORTH C2.21 TESC DETAILS C4.00 GRADING AND DRAINAGE PLAN - OVERALL C4.01 GRADING AND DRAINAGE PLAN - ROW C4.02 GRADING AND DRAINAGE PLAN - SOUTH C4.03 GRADING AND DRAINAGE PLAN - NORTH C4.11 DRAINAGE PROFILES C4.12 GRADING SECTIONS AND ELEVATIONS C4.21 DRAINAGE SYSTEM DETAILS C4.22 DRAINAGE SYSTEM DETAILS C5.00 WATER AND SANITARY SEWER IMPROVEMENTS PLAN - OVERALL C5.01 WATER AND SANITARY SEWER IMPROVEMENTS PLAN - ROW C5.02 WATER AND SANITARY SEWER IMPROVEMENTS PLAN - SOUTH C5.03 WATER AND SANITARY SEWER IMPROVEMENTS PLAN - NORTH C5.11 WATER AND SANITARY SEWER IMPROVEMENTS PROFILES C5.21 WATER AND SANITARY SEWER IMPROVEMENTS DETAILS C6.00 DRY UTILITIES IMPROVEMENTS PLAN - OVERALL C7.00 CIVIL SITE IMPROVEMENTS PLAN - OVERALL C7.01 CIVIL SITE IMPROVEMENTS PLAN - ROW C7.02 CIVIL SITE IMPROVEMENTS PLAN - SOUTH C7.03 CIVIL SITE IMPROVEMENTS PLAN - NORTH C7.04 HORIZONTAL CONTROL PLAN C7.21 CIVIL SITE IMPROVEMENTS DETAILS C7.22 CIVIL SITE IMPROVEMENTS DETAILS - RIGHT-OF-WAY AREAS C7.23 CIVIL SITE IMPROVEMENTS DETAILS - RIGHT-OF-WAY AREAS C8.00 FIRE PLAN - OVERALL LANDSCAPE SHEETS L-1 TREE RETENTION PLAN L-2 LANDSCAPE PLAN L-3 LANDSCAPE DETAILS PROJECT PERMIT & FILE NUMERS PRE -APPLICATION PRE2021-0013 RIGHT OF WAY PERMIT ENG2023-0217 BUILDING PERMIT BLD2022-1556 BUILDING PERMIT BLD2022-1541 BUILDING PERMIT BLD2022-1542 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: I25UIUU1 1 ziZ mI z _O J Q W U m LLI D Q J J J J Z Q ¢ Q ¢ WU) O J Q U) � Q > m m m m ~ Z W Q Q Q Q :5 J U)Cn U)Cn m W W W W D Q U) a'- 0� Cn Z Z W W W W W C1 d M d M W Q 0 0 0 0 0 Z Z Z Z_ Z Z_ Z Q Q Q Q Q W of m m m m 1 m Q 0- VI V M N N N N O CV O N O CV O N O N O N O W 00 00 0 o oz o o L0 0 L 0 M 0 00 0 O V o N 0 CID 0 W W O W 0 W Q W H LU LU 2 V7 Z O H O 1 Z U W 3 O a_ 0 Q w O U Nay 28, 2024 U) N o86 E 002.0 J�U c:24 0O20) �pU � M op ��� ca -c N j �ca:!�o U) 0- a Ln O U �Cn N cn (N �-- r` J U) M W Q o �m - uzJz�0 z (f) �Uw= wQ U wwU� Q cf) 0 J W (q 0 UQ N J Lf) z M J z W :�i Ln ado Uw� e W =co W 0 z o 0�U)Uo ��� �wz� ;Qo 0 dN(nLLL J N 0 Q Q p o0 �Lr):E W LU 0 U I Know what's below. Call before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RNG. 4E. W.M. JURISDICTION FILE NO.: BLD2022-1556 CEKO PROJECT NO.: 22017.01 / 416-018 SHEET AA CITY ENGINEERING DIVISION C0.00 ATTACHMENT 3 o` -) ' - FI - 8'CH 6'CH \ LF D 1 W OF LINE 0.9'S FROM' PROP 30"FlR / FEN OS OF II \ / \ O / PROP COR 45"MAD / _ _ I .5 A1AD' 24, \ MAD 13•MAq y Bo CH // eP�oo°°000yG 60D 0 5pOyp,S 0.7W F - Ate' V PROP LINE ooyrP\0 Im O 8 MAD \ 0 \ FIR i i I / 17OFlR I `F I / O I 2YFlR I �� lu wwil �i1♦:♦ � � � ♦♦ :� MOM 1 ^. �............ i♦i-------- i------- i...... i!�♦i!:!:•i!i I 1 �♦ _..'MMW I • m h111CCC��� • m •F� ';� •m 'I` 1OEM COR r� e .LOF 0581 LINE � • f1Z°i ►: :� j� ♦NNNNNNNNNNNNNNNN i/ �•. UNE �I ------------- .-•-•-mac--��♦�i� � 1r ��:������ C • ' II, %041 �118�►��s Gd'�01005 \YG 010-y'LQ�Oe 4,Gae -165 QRpeE MGOE�\ 1 'ARB ° \ NCE COR ..._._.. ....... �= O'CYP ON LINE 4 ..... ........... CCR O ::. 02E OF .. .... . 4 PROP UW ( 1 ARBO : \ OUND REEIAR/CAP / I.... .... .....A6 .........LOCATION ... .... .. .'..{...... "" ... .... y.......... -.'.'.-.'.'... '.'.' 1 PER PAINT MARKS (I7P) " \ TEM NO. 8 - ..... ...... .......... I HL \ 10' {"""" \ ELECTRICAL /.'..'.'........ / \ EASEMENT I ..................�............ I #71 \ /I \ PER AFN \ 12D1602170520 0' EV \ 1.4'N OF ............. \ \ ,- - - _ _ \ PROP CB2 %...../ /. '..' .' '..' .' .. , ...... / / 1 t3. SCHOOL ZONE SPEED LIMIT SIGN ..... r up-0HP I D i - - - 1 _ _ ,.Hr, sE 3 UGC a., nwaaNtwuLrlrD , - - S P " N N U �V-MIL , TEL vLr e ..., P P a Py p< P P P P nt W C. l,lGCP ° IE(Sfl2R1� fly \ FO SETM VLT CURB \ AT PROP COR 4K& O Q A \ \ LANE STRIPING w W Wks— W —W W W W WTW W o APPROxLOCATION V) It I RECORDS (T1P) U - - - \- - - - - - S.FK_______------- TES====__________ S611,7___ _ __ -==F�==--__=�►a�3 RNk-4,3&T �gR+2*G�,s� SD SD S SD SD SD SD SD SD SD E(S) 1Y-41608' \ ` (PUBLIC RIGHT OF WAY) \ cf) � IF(IIN) 12'CQIC=41G31' EX — — ; — — — — — - 20 0 20 N / .46 c' IE(N/E) e"CGN�4os4S(C-) SS SS. ' � SS SS Ss T SS SS S'4Nizara�lozaT- SS SS SS S sS — SCALE IN FEET m / 14S) eCOC-4" o LANE STRIPING a\6 (� IE(W) 1Y. / I I IE(MY) 8'CCNL'<408.15 � APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION a w a w a w a w U U U U U U U Q J J Q Q Q Q Q 0 0 awalZazz m U U U U U Z 0 J in m W J J Q J ¢ J Q � W 0 Z 0 m m m cA ~ m W W W W W D 0 0 Z 0 Z w a C7 w a-m C� w C� w m C7 w a C7 w Y Q z J J J J J z m m m I m m 1 o 1 0 V V V C) N N N N O N O N O N O N O N O N O W G`I 04 G`1 G\I G\I G`I G\I Q N O O N O 0 0 0 0 0 0 May 28, ?024 � N 0 IOU m J�C U c:o4� cl FD)N LU 0 U)( U �>�00(a) 0- w Y > U OLN > 0 � � Q (6 N c/) N J LCD 00 H 3: rn W U Z 2 :D O 0LLLIU)Z_ w W; »wa Qwwfo-f� w J; w�()0 t U al 0 J cL(� z CD M >- LU pv Know what's below. Cal I before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RNG. 4E, W.M. JURISDICTION FILE NO.: BLD2022-1556 CEKO PROJECT NO.: 22017.01 / 416-018 SHEET ATTACHMENT 3 ALTA/NSPS LAND TITLE SURVEY LEGAL DESCRIPTION LOT 6, BLOCK 4, SEATTLE HEIGHTS DIVISION FOUR, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 11, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON BASIS OF BEARINGS ACCEPTED THE BEARING OF N 89'21'56" E, BETWEEN MONUMENTS FOUND ALONG THE CENTERLINE OF 212TH ST SW, PER REFERENCE NO. 1. SURVEYOR'S NOTES 1. THE SURVEY SHOWN HEREON WAS PERFORMED IN JANUARY OF 2022. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. 2. EXISTING STRUCTURE(S) LOCATION AND DIMENSIONS ARE MEASURED FROM THE FACE OF THE SIDING UNLESS OTHERWISE NOTED. 3. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 4. SUBJECT PROPERTY TAX PARCEL NO. 00566900400600 5. APPROXIMATE SUBJECT PROPERTY AREA IS: 37,827 SQ FT +/- (0.87 ACRES) 6. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDARDS SET BY WAC 332-130-090. 7. THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE PROPERTY DESCRIBED IN OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, COMMITMENT NO. 5207168462, WITH AN EFFECTIVE DATE OF NOVEMBER 10, 2021 AND THAT ALL EASEMENTS, COVENANTS AND RESTRICTIONS REFERENCED IN SAID TITLE COMMITMENT OR APPARENT FROM A PHYSICAL INSPECTION OF THE PROPERTY OR OTHERWISE KNOWN TO ME HAVE BEEN PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR EFFECT ON THE PROPERTY. 8. THE PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION "X", PER THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 53061C1315F, WITH AN EFFECTIVE DATE OF JUNE 19, 2020 FOR COMMUNITY NO. 530163, IN SNOHOMISH COUNTY, STATE OF WASHINGTON, WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH THE PROPERTY IS SITUATED. 9. A ZONING REPORT HAS NOT BEEN PROVIDED BY THE CLIENT PER THE 2021 ALTA STANDARDS. 10. UTILITY INFORMATION: ALL FIELD OBSERVED UTILITIES ARE SHOWN HEREON IN ADDITION TO ANY UTILITY PLANS AND/OR MAPS PROVIDED BY THE CLIENT AS WELL AS ANY PRIVATE UTILITY LOCATE MARKINGS PER THE 2021 ALTA STANDARDS. EXCAVATION MAY BE NECESSARY TO ACCURATELY, COMPLETELY AND RELIABLY DEPICT THE EXACT LOCATION OF UNDERGROUND FEATURES. 11. NO STRIPED PARKING SPACES WERE IDENTIFIED ON THE PROPERTY AT THE TIME OF THE SURVEY. 12. THERE WAS NO OBSERVED EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS AT THE PROPERTY AT THE TIME OF THE SURVEY. 13. A SCRIVENER'S ERROR WAS IDENTIFIED IN BLOCK 4 OF THE PLAT. THE WEST LINE OF LOT 8 AND THE EAST LINE OF LOT 3 APPEAR TO BE CORRECT BUT ALL OF THE LINE LENGTHS BETWEEN THEM APPEAR TO BE INCORRECT. OTHER SURVEYS IN THE BLOCK, INCLUDING R1, HAVE ALSO IDENTIFIED THIS ISSUE AND HAVE CALCULATED THE LOTS SIMILARLY TO THIS SURVEY. REFERENCES R1. ARBOR VILLA CONDO SURVEY, AFN. 200506295353, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. VERTICAL DATUM NAVD 88 PER GPS OBSERVATIONS SURVEYOR'S CERTIFICATE TO: DOUGLAS RAY SCHNELL AND MARK DONALD SCHNELL, GLACIER ENVIRONMENTAL, INC. AND OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY; THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(a), 7(a), 7(b)(1), 7(c), 8, 9, 11, 13, AND 16, OF TABLE A, THEREOF. THE FIELD WORK WAS COMPLETED ON JANUARY 19, 2022. al//4194 SCHEDULE B ITEMS 8. AN EASEMENT AFFECTING THAT PORTION OF SAID LAND AND FOR THE PURPOSES STATED HEREIN AND INCIDENTAL PURPOSES AS PROVIDED IN THE FOLLOWING INSTRUMENT: DISTRIBUTION EASEMENT FOR: THE PERPETUAL RIGHT, PRIVILEGE, AND AUTHORITY TO PATROL, CONSTRUCT, ERECT, RECONSTRUCT, ALTER, IMPROVE, EXTEND, REPAIR, OPERATE, AND MAINTAIN OVERHEAD AND/OR UNDERGROUND ELECTRIC DISTRIBUTION LINES AND FACILITIES, GRANTEE -OWNED COMMUNICATION WIRES AND CABLES, AND OTHER NECESSARY OR CONVENIENT APPURTENANCES DATED: JANUARY 25, 2016 RECORDED: FEBRUARY 17, 2016 IN OFFICIAL RECORDS UNDER RECORDING NUMBER 201602170520 AFFECTS: A STRIP OF LAND 10 FEET IN WIDTH, LYING PARALLEL WITH AND ADJOINING THE NORTH MARGIN OF 212TH ST. SOUTHWEST (PLOTTED) LEGEND 0 ASPHALT SURFACE — PROPERTY LINES (ADJACENT) ® BRICK SURFACE REBAR & CAP (SET) BUILDING 0 REBAR AS NOTED (FOUND) - ROW RETAINING WALL Coo CLEANOUT RIGHT-OF-WAY LINES Q CONCRETE SURFACE ROCKERY ® DECK SCO o SEWER CLEANOUT N X FENCE LINE (CHAIN LINK) O SEWER MANHOLE —ate FENCE LINE (WOOD) SS SEWER LINE FIRE DEPT CONNECTION Sp STORM DRAIN LINE FIRE HYDRANT STORM MANHOLE GAS LINE TEL HH❑ TELEPHONE HAND HOLE GI_ GAS METER TEL SENTRY ❑ TELEPHONE SENTRY GV N GAS VALVE h1 Kr TELEPHONE VAULT GRAVEL SURFACE SIZE TYPE O TREE (AS NOTED) GUY ANCHOR UT UTILITY LINE -J INLET (TYPE 1) W WATER LINE INLET (TYPE 2) WM C WATER METER LUM LUMINAIRE WV N WATER VALVE ® MAILBOX (RESIDENTIAL) r — — — � ITEM NO. 8 - ►�� MONUMENT IN CASE (FOUND) ' — 10, ELECTRIC EASEMENT PER AFN 201602170520 PST I-] POST ABBREVIATIONS P ❑ POWER METER BLDG BUILDING P POWER (OVERHEAD) CALC'D CALCULATED CLF CHAIN LINK FENCE PPO POWER POLE CO CLEANOUT PPO— O POWER POLE W/ LIGHT CRW CONCRETE RETAINING WALL PROPERTY LINE (SUBJECT) MEAS MEASURED SIGNIFICANT OBSERVATIONS NONE I VICINITY MAP I ^J, SITE r- z o " yU o ---- y D rnw m u:-. o ct,I oC-0:* I 30' I ROW ` FOUND MON IN CASE BRASS PIN, DOWN 1.0' 210TH ST SW o N 89'22'04' E 685.07' CALC �` • _ (N 89'21'57' E 685 5' R1) i :DDT 2 N 89'21'56' E 688.42'MEAS. & R1 212TH ST SW CONTROL MAP N.T.S. FOUND MON IN CASE IRON PIPE W/ TACK, DOWN 0.9' C*19 30' ROW � z V z c -Q o� l z m c w w�M lat Mm 1 FOUND MON IN CASE BRASS DISK, DOWN 1.0' C1.10 INDEXING INFORMATION SW 1/4 SW 1/4 SECTION: 20 TOWNSHIP: 27N RANGE: 04E, W.M. COUNTY: SNOHOMISH w U) Q m w o 0 cp S J � I— o co Cci g Z zz J W U u) a D_ (1)x Z a J Q G �J N Lo z Q L=li a di �o ry cu O 1 V � r V O Fj00co 1-1<V Zn L � � > u1 O v rV O Q m a JOB NUMBER: 212650 DATE: 01121122 DRAFTED BY. JPH CHECKED BY: CSP SCALE: N.T.S. REVISION HISTORY 12114124 1ADDED U TIL I TIES SHEET NUMBER 1 OF 2 COLIN SNOWDEN PALMER CERTIFICATE NO. 57176 DATE LEGEND ASPHALT SURFACE - PROPERTY LINES (ADJACENT) BRICK SURFACE REBAR & CAP (SET) BUILDING O REBAR AS NOTED (FOUND) ROW --------•-. RETAINING WALL coo CLEANOUT RIGHT-OF-WAY LINES Q CONCRETE SURFACE a=. , ROCKERY ® DECK SCOo SEWER CLEANOUT N FENCE LINE (CHAIN LINK) 0 SEWER MANHOLE FENCE LINE (WOOD) SS SEWER LINE FIRE DEPT CONNECTION S® STORM DRAIN LINE FIRE HYDRANT n STORM MANHOLE G� GAS LINE TEL HH❑ TELEPHONE HAND HOLE G 0 GAS METER TEL SENTRY ❑ TELEPHONE SENTRY GVD4 GAS VALVE in VLT TELEPHONE VAULT F•: V'• j GRAVEL SURFACE SIZE TYPE O TREE (AS NOTED) r GUY ANCHOR UT UTILITY LINE [] INLET (TYPE 1) W WATER LINE jn' INLET (TYPE 2) WM C WATER METER LUM )-•( LUMINAIRE WV WATER VALVE ® MAILBOX (RESIDENTIAL) ITEM N0. 8 - 10' ELECTRIC EASEMENT ►�� MONUMENT IN CASE (FOUND) PER AFN 201602170520 PST❑ POST ABBREVIATIONS P ❑ POWER METER BLDG BUILDING p POWER (OVERHEAD) CALC'D CALCULATED CLF CHAIN LINK FENCE PP O POWER POLE CO CLEANOUT PP�O POWER POLE W/ LIGHT CRW CONCRETE RETAINING WALL PROPERTY LINE (SUBJECT) MEAS MEASURED CLF INTX 0.1'W OF PROP LINE R6 0� °1 0°GJ 69, v Q Q� CLF 0. SE OF PROP LINE BLDG HEIGHT= 12.5' 0.1'E OF PROP LNE 5. r Z, a>' J 'o D a) � w � N O� W 60 Q p.gOp 00560R�'vc, Q Q� GRAVEL EDGE 0.4•E OF PROP LINE GRAVEL EDC,# 0. VIE OF PROP LINE EAVE SET REBAR/CAP AT PROP COR .i SDMH *`�c RIM--420.14' (PARKED ON) TEL HH CB TYPE 2 LUM :' .....' RIM=419.14 IE(SE) 12"PVC= APPROX. LOC. OF 416.69' - _ TELECOMMUNICATIONS LINE PER INFO PROVIDED BY CLIENT N,•W a APPROX. LOCATION N PER RECORDS (TYP) - - SS SDMH RIM-419.93' IE(N) a"CMP-416.28' o IE(E) 12"CONC-415.73 ALTA/NSPS LAND TITLE SURVEY T - -TO LINE 2�5to � VE .:�:��.fs Olt :.Rti .. :;.:. 3.: tr0 O• 14•.•:.�:.. Z8" RO FIRO l 26 FI �`• �. 0 28"FIRO 0"PIN :� c IRO �e : I 10.0' :, ,g• :r ...::: ....... 6' 28'FIR ,' t. #R'0 1 FI O 6 FENCE AVE 4 0.41 OF ^ 20.8 r AD • PROP LINE ti 12 N BLDG m "I 3.8' -b' OVERHANG _ 2"E w 22' I 4 " 26"F 4 P FF EL FENCE 0 424.5' :.�. �i :12"F PROP LINE A� r'� 28 LL- p4" iv FIRi ) > `1 6 kti LY • 8 FI •? •`�° M1ye� ...:..::::.... _ • 6 f.. .� PkANTER O •' " VV 20'2VG wl wl (2)10'EVG ........ ....... :::r�e`D'[�.y}l�r+ PATIO' .:,•,: :::. STAIRS'.• k`� •4. •..i.'•! a . 1�O......: ti 12",14"EVG . I 1 I........ 4zLa . s `,�4..15.6'. .. ► (jG14 i.. ..... 0 12".14"EVG ` it HOUSE NO. w 7509 12"EVG FOOTPRINT= ° 18.4 12,17 SF ... o FF EL= CHIMNEY (2�12"EV 29.6' �,• i.? 424.6' 37 q - �x. .. ... .I2; zz 3 . : 40 2T' =b R 19 .. 10 E V .11I �� ?, •cAq FENCE 0.4'E OF PROP LINE 5.4' FENCE D.2'E OF PROP UNE �J 0 La (A R0 1, Q�OQv G FI FENCE COR �^ 0.VE OF PROP LINE FOUND REBAR/CAP 'DEC , LSO '30581' ON LINE BLDG HEIGHT=8.5' FF EL=421.9' SHED COR 0. VIE OF zae PROP LINE o FENCE END 0.SE OF 't PROP LINE 5;,1)EC ` + ,54 4z1.t. G HRF nK :.•� BLDG CONC PORC HkC HEIGHT CONC�ti STAIRS 8",iO,&VG '``M Y�EM NO. 8 - o FF ELF °* 10' ELECTRICAL ' 10"EVG 419.4' " �' ASPNALT e' ASEMENT ° ° . DRIVEWAY 12"EV ' PER AFN a 201602170520 APPROX. LOCATION PER PAINT MARKS (TYP) ti ' Q z t4 FENCE COR ° k' c'v 0 2'E OF ..... ::.:. N F4 ,�� _ _ _ 'PROP LINE 201, P._ P �• �. F ai ;w NNCURB, J� �� A°cEss(10.4.7' PLAT) '• '' W-� w- W LANE SiRiPlNG w N J2TR ST SW-- S - 5�4�- ss , -- (PuQ4,MIGHT OF WAY) t ( Ss - SS IJ� SS IE(S) 12'CONC-416.08' IE(NW) 12'CONC=416.31' CB (TYPE RIM64 =418.98'�� IE(NW) 12'DI=416. O.A. ,.+• SSMH , *`e RIM=418.93' b' APPROX. LOCATION PER IE(N/E) 8-GONG- PSE MAP NO. Q163070 409.43'(C.C.) APPROX. LOC. OF TELECOMMUNICATIONS LINE PER INFO PROVIDED BY CLIENT FENCE INTX 0. SE OF PROP LINE FENCE COR ON LINE FOUND REBAR/CAP LS# '30581' ON UNE 1 \ FENCE END 1.4'N OF APPROX. LOC. OF 4 ROP COR LYNNWOOD SEWER h I FORCE LINE PER INFO tKhtK6cp OHPT=455.63 PROVIDED BY CLIENT OHPT=455.69 P P P P P 1Q I O PP PP P Lgj P P P �A SDMH EBAR/CAP l ICCB (TYPE 1) , AT fPfttOta Cf;ltt '� % M=413.63' �S RIM=402.54 °r 1 6 IE(S) 8"CONC-411.43' IT9s IE(N) 12"DI-394.24' - W w� IE(E) 12"DI=393.00' - SS SS SS ,►• SS _ SS - _ SS IE(V#) 12"DI=396.34' 9 , , SD SD SD SD _ �:I . - .D SS �- SS S S5` ry SS-SS-SS-SSMH SS Ss SS SS SS R� SDMH RIM=411.78' SSMH RIM-414.45 IE(N/E 1j78 8"GONG= RIM=402.08' IE(E) 12"CONC=407.83' 402.15'(C.C.) IE(N/W) 8"CONC, S) 8"CONC-408.85' IE(E)12"GONG= •#' I SW) 8'CONC=408.20' 388.48'(C.C.) IE W) 12000NC=409.15' -a� ^ CB TYPE 1 IE(NW) 8'CONC=409.15' �y0 TEL HH yyM RIM=413 77' 0 `b TEL SENTR ° P` w wm e wv SSMH RIM=416.87' IE(E/SW) 8"PVC= 405.57'(C.C.) ROCKERY 0.5'N OF !PROD LINE SET REBAR/CAP AT PROP COR ROCKERY 0.1'S OF PROP COR CLF END 1.6'W OF LINE & rROU PROPFCDR , FENCE 0.4'S OF PROP COR Z ��'� �0�G 0 Q 6gQp O�O� CLF " C p�o S G 0.7'W OF P'(�.P v IPROP LINE "EVG 0 C7 ROCKERY 0.1'S OF PROP LINE FENCE 0.8'S OF PROP uNE RO 4"&D jol I FENCE COR 4.1'N OF LINE I & 0.6'W FROM PROP COR ire N E �'�.•• �.. ��ap `�9 ttiN� dry°e FIR 6M 18"FIRO 20"FIR 24"FIR O 20'FIR ` MATCH LINE G HT=9.5' IE(N) 8"CONC=411.62' IE(W) 12"CONC=411.97' FOUND IRON PIPE W/ PLUG & TACK 0.07'N OF LINE & 0.18E OF PROP COR -�O3' CE W CFOP COR FENCE ;r. 0.Vw OF PROP LINE FENCE O.I'W OF PROP LIhF -15.5' RCIOON013 'I FENCE Q��QvvG 0.2E OF PROP LINS C 1.20 INDEXING INFORMATION SW 1/4 SW 1/4 SECTION: 20 TOWNSHIP: 27N RANGE: 04E, W.M. COUNTY: SNOHOMISH W U) 2 Q 0 0 0 U) 0 0 Z w w Of U)o cz w U) J o � VJ cp 0 g Z z N W � v N cp a- O Z� Q J Q a C rvCi c V O a, c+o0000 v� 0) Q Q C 00 i6 I Ln L 000 v - m 0. JOB NUMBER: 212650 DATE: 01/21122 DRAFTED BY: JPH CHECKED BY., CSP SCALE. 1" = 20' REVISION HISTORY 2114124 IADDED UTILITIES SHEET NUMBER 2OF2 ` \/ • FIR° o MA I 3• 8'CH e'CH \ \ 8'FlR \ TF � \\ \ \ p 1 OF LINE i / FIR / / 19'C D \ \ 2 3"FI i22- PRO0.P CDR FROM / , J -422 / E 30"FlR , FEN 1 / / _ N o 0.4! PROPS OF COR I 45•MAO ' 24 , RI 25"M / � 4 FlR TF 1, 4LB I 0 8'MAD \ O .5 A1A0' Ao 13•M 1 FIRM �u APPROXIMATE LOCATION OF WL 24, \ ° / TF C S�OCK%k& MAY NE X TF _ (ARY BE R LOCATED TO AgCOMMODATE SF O,t Jo\�Y° •' CONSTRUCTION AC11VlYlES a SEQUENCE. 60G / STOCKPILES SHALL BF<KEPT odb1) o.rwc F - ' - - _ COVERED WHEN NOT I USE PER I P\\3 PROP LINE -+�' i JURISDICTION REQUIRFIENTS. I I 22'FlR I 1� _ _ ,�•J I O _ x \ /1 ,e•Ev TF 01 60 PROP U E O TF SP SP X zi i e oe R� 23'FlR v TF i I \o d,e pv APPROXIMATE LOCATI TF `� 2 1 L MPOR Y FIELD 0 PRE OF E rY BEJELOCATED TO CLFs� ACCOMM DATE CONSTRUCTION 0.5'E OF x ACT1V111E>3 SEQUENCE. PROP LINE O 18'EVG SF TF Doti tip G°�E�sl �5$ P � ' $� I 4' \ x O• I ` TF NCE 1 0.4'E OF 8 CED 1 I - x / PROP LINE I CLF IN OX OF � PROP LINE I II WL I _ WL I II I SF I i J i O �zo - 17•FlR 15.4' TF ` Q 0 'E I TF 0 E � J / °I I 00 0.3'E C 0 TF x PROP LINE / / I / SF I SHAD I 4??\ g I 422 I I z SF CLF EN 0.1'E N( \ \ I PROP UNLP i p I `,� a w l II I ► 1, I Ll L i b , ; 4•EVG I ,C; O/ TSP \ ♦ 1 I \ 1 I CE p10°cam Q � DVE OFROP \ \ WL LINE \O°'0 M �b O bI TF _ TF 0.I COR P LINE � g I 20' USE DETENTION SYSTEM ROUGH EXCAVATION AS - z I I OU REBAR/CAP TEMPORARY DETENTION AND SEDIMENTATION POND.; _ - / - ' N •30581 LINE TESC TSP FG ELEVA11ON = 419.00 ` // ~ I HA I TESC TSP TOP W.S. ELEV. = 418.00 --3,165-SF `_ _ i TESC TSP BOTTOM W.S. ELEV. = 415.00 --2.066-SF I TESC TSP SEDIMENT ELV. , _ _ _ _ - \ i' I --422-?� I - - - - - - - - _ = 414.00 --1,710-SF 1 I TF I� I I I I II SF 1 -422- - I I 1 TEMPORARY OUTLET PIPE I I 0. 3'EE 1 I IE(S) TEMP 12"SD=415.50 i PROP EXTEND SILT FENCE � I � AROUND TEMP OUTLET I TF SF 11 I TF ` - 9 I WL I I � � D I TF _ s DE \ II O C I I \ \\ ` NF P UN i I I /1 I \\ TF WL ° I CB-004, T2-60" r RIM=419.25t' 529' IE(N) 24"SD=414.35'EAVE \ EAw IE(S) 10'SD=414.75' I NCE CDR ON LINE V I W/ CONTROL STRUCTURE I \ O I -\ a2E aF � LI CITY of EDMCN DIRECTIONAL SIGN I SF _ I I / _ \ \R PaaP °� OUND REBAR/CAP / SAT PROP/COR -8-LF 12" SD GB-002, T2-4$" \ se1' LINE Y > �44-LF 10" SD RIM=417.75t' \ TEM V @0 5% U u "UU '+x + VAUL I C 1.7� IE(NW) 10"SD=411.75' I \ NO. 8 - `\ 101 ELECTRICAL RIM=419.10f' IE(S) 10'DIP=411.65' I \ PER AFNT PoM�2A74' (PAFaD W) IE(N) 10'SD=414.70' I CE SF \ IM602170520 \ IPXNROP OF IE(SE) 10 "SD=412.50' \ \ _ - OCR - _ _ _ \ TF W/ BYPASS r� T / TF SCHOOL ZONE _ SPEED LIMIT SIGN I INSTALLED WITHOUT t- 0 �13-LF 10" DIP TREATMENT MEDIA UNTIL SF C�0.77 P _ HP OHP - SITE IS STABILIZED OR SF L TF SF , WL TF , _ _ _ , Np Hr, UGC INSTALL TEMPORARY CB. ; TE vLr p - r - - - - UTILITY CROSSING P P, - WL 3 UCH a. CONDUIT BOTTOM=412.75 " �- �_ _WGC P WGCP P P P m RM=41 ` � _ SD DIP TOP=412.60 m41a85 a P Q C� E T \ IP \ \ AT PROP COR IP m C) W W W WL LANE STRIPING W W W W- W-73.5-LF 12" DIIP� W-o Iq "� `3G�4,,.,s APFRO7L ECO411CN� RECORDS (TRM RM=aiaaY c f 1/) ` 0-0.27� - - - - - - �- � �-�T-I-F S�`-\T- CB-001, Ti - - - CC,,�� _ _ ��_ - - UKL - - - �Ta2�lrly- - - - - - - - - - r[7 E�S�TT -- -------- UYL___ - - - -+�� - - qN) 8rDA141828� E(gir is SD �r r1`/L - - - - - - SD D 14 ---- \ - - - - - - - - VANED GRATE SD T SD SD SD SD - V RIM=416.41t' ITaFwA7 \ _ _ _ Igrr� lrmasl 3r w a 18.9 IE(N) 10"DIP=411.55' / c� IE(N/) 8'CONC=409.43'(O ) IE(E) 10"DIP=411.55' _ SS' SS SS - SS SS _ _ S - SS SS 18b0 m LCn / WL ,S E( 5 L� IFW"J 1r .21 / LANE STRIPING ASS WL IEW rM40=MIS, C) U C) U C) U C) Q TEMPORARY EROSION & SEDIMENTATION CONTROL NOTES Q Q Q Q Q o 0 0 0 0 U 1. SCHEDULE A PRE -CONSTRUCTION MEEIING WITH CITY ENGINEERING DIVISION MYBUILDINGPERMIT.COM AND EMAIL Y Y Y Y Y ENGI NEERI NGPERMI TS@EDMONDSWA. GOV TWO BUSINESS DAYS IN ADVANCE OF REQUESTED MEETING DATE. a a a z z ? m C) U C) U C) 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 3. PRIOR TO ANY WORK, CALL FOR UTILITY LOCATES AND COMPLETE FIELD VERIFICATION OF ALL 4. INSTALL TESC MEASURES AND MAINTAIN ALL TESC MEASURES ACCORDING TO CITY OF EDMONDS APPROVED PLANS. 5. MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 6. THE EXISTING ASPHALT PAVEMENT APRON BEHIND THE EXISTING SIDEWALK SHALL BE RETAINED AS PART OF THE STABILIZED CONSTRUCTION ENTRANCE. SEE STABILIZED CONSTRUCTION ENTRANCE STANDARD DETAIL ER-901 ON SHEET C2.21. z 7. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND 0 SEDIMENTA11ON CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. m w � 0 8. SITE SECURITY IS THE RESPONSIBILITY OF THE CONTRACTOR. A SECURITY FENCE WITH A SWING GATE AT THE TEMPORARY J J J J W Z CONSTRUC11ON ENTRANCE IS SHOWN ALONG THE SITE PERIMETER. EXACT ALIGNMENTS AND LOCA11ONS CAN BE ADJUSTED TO MEET J SITE SECURITY AND WORK AREA NEEDS. EXISTING FENCES MAY BE USED IN LIEU OF TEMPORARY FENCE WHERE SUITABLE TO SITE o SECURITY AND WORK AREA NEEDS. m D m D m D m D z J LU 9. THE EXISTING 212TH ST., SW SIDEWALK SHALL BE KEPT OPEN AS MUCH AS POSSIBLE FOR PUBLIC USE, EXCEPT AS NEEDED TO U) W of co W U) W Ir v) W=) of m En 0 z U) z PERFORM SPECIFIC ACTIVITIES SUCH AS UTILITY WORK AND SIDEWALK REPLACEMENT. != L: != Q 10. FILTER FENCE SHALL BE PER CITY STANDARD DETAIL ER-900, PROVIDED ON SHEET C2.21. m X W a m of W d m:E X W a W' W a mi�: X W a W > a C7 C� C� C7 C7 W Y Q z 11. CATCH BASIN INLET PROTECTION, AKA FILTER SOCKS, SHALL BE INSTALLED AT CATCH BASINS SHOWN AND ANY CATCH BASINS z_ z_ z_ z_ z_ z DOWNSTREAM FROM THE SITE, AS COORDINATED WITH THE CITY INSPECTOR. SEE CITY STANDARD DETAIL ER-902 ON SHEETS C2.21. 0 J J 0 J 0 J 0 J i, Cn J W D m D m D m D m D m W o Of 0 12. ORANGE PROTECTIVE FENCE SHALL BE INSTALLED INTERNAL TO THE SITE, ALONG SHOWN TREE PROTECTION ALIGNMENTS, AND SHALL v r, c\I N N BE MAINTAINED FOR THE DURATION OF THE PROJECT. N o N 0 N 0 N 0 N 0 N 0 N o W N N N N N N C\I 13. ALL DISTURBED AREAS THAT ARE NOT WITHIN PROPOSED BUILDING FOOTPRINTS OR PAVEMENT AREAS SHALL BE COMPOST AMENDED 00 Q 0•) o 00 o OD 00 Q co o 0o Q 0 PER ECOLOGY BMP T.5.13 AND CITY STANDARD DETAIL SD-642, SHOWN ON SHEET C2.21. o 0 0 0 0 0 0 SD SD cf) - SS S SS TESC MASTER LEGEND 1 CE STABILIZED CONSTRUC11ON ENTRANCE C2.2 2 - X - X O X - X - TEMPORARY SAFETY & TREE FENCE C2.2 FILTER FABRIC -SILT" FENCE Q) C2.2 WORK LIMITS IP CATCH BASIN SEDIMENT TRAP 4 INLET PROTECTION C2.2 5 TEMPORARY SEDIMENTATION POND C2.2 6 SIPTEMPORARY STOCKPILE C2.2 N 20 0 20 SCALE IN FEET APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION May 28, 2024 U) N m U J�� CR,� c) FD)N 0 U)(0 U m 00 a_ w Y > i U NON 1..1- > c � O 7 � cA � a I) ca Lo(n N cn N I- r-- J LCO 00 H 3: rn LU Z 0 �zOO O 0 W U) Z_ LU W; »wQ Q ww�� w j! Of Q N � J L0 z M J H z W J d o O Q W LU i W rn 0 LUppzo C) fU)0� I �~ern So Z W Z �2Lt) Q dUjQo �N0< U J N c Q rn O LU r W W O U pv Know what's below. Cal I before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RING. 4E, W.M. JURISDICTION FILE NO.: BLD2022-1556 CEKO PROJECT NO.: 22017.01 / 416-018 SHEET C2.00 ATTACHMENT 3 1 A EAW N 20 0 20 SCALE IN FEET Q� 6 Go�w OF LINE 0.9'S FROM ill NO °� a•,��� FEN c ' I �- �► j i�� 1 O.7W OF 'mod PROP LINE wo• `lam I�- • PROW HE Q {T. �I u . 1 • 1 �I I; 1�� C '�. III[ � •_� •R'�" Lill OAV OF, HE PROP LI It CIF EN v .Iy �. I lii i I -f�- 0.2'E OF PROP LINE 0.4E OF PROP LINE I �20 J 01E 111 PROP LINLp 'I.•�'•'. w s a i@i i}, I 7. ol / M I­11-LIF 12" SD a ',j,'••• I,l 0"22% 1:Y.`:.:. NICE d •�6 C?' ' DXE OF RoP LINE " CB-009, T2-48" �.�...�.�.. :- 0 7` — - RIM=419.50f • • . Is IE(W) 12'SD=415.00' 3 9 �$ IE(NE,SE) 8"RD=415.50' _T 1.: STORMTECH SC740 (OR EQUAL) I 4 ROWS OF 25 CHAMBERS EACH ROW WITH 2 ENDCAPS LOWEST FIG ELEV. = 419.25 STONE COW R TOP = 417.75 1 CHAMBER TOP = 417.25 1 M CHAMBER BOTTOM = 414.75 N STONE BED BOTTOM = 414.25 I M I � I i 1 � I 1 1 I I I I I II � I I l i l I EAOE -7-LE 24" SD �'- ".m. i 0 CITY OF EDM P DIRECTIONAL SIGN -8-LF 10" SD SETAT EEBRAR/CAS [[II C-0.5% I I � \i ¢l9 / BIOPOD 40 VAULT ' Po9+H7.14• RIM=419.10f' (P_ ON) IE(N) 10"SD=414.70' ' IE(SE) 10"SD=412.50' TE� ° W/ BYPASS •- �`� O�°3'LQ�OP o�°� QRpe M°OEM �13-LF 6" DIP 0.1 OFF _ P LINE ;19.57N / ::: /BB fWb^ II CB—D08, T2-72" OU "30581AR/CAP PRESETTUNG STRUCTURE :_b'#87 LINE . RIM=419.00f PHASE 2: IE(SW) 6"DIP=417.25' _ < W/ �: OFFICE BUILDING AND IMMEDIATELY TEE ... BOTTOM ELEV=408.50 �;.� _ ADJACENT PAVED SIDEWALK. + ^ AREA TO BE GRADED TO SUBGRADE ELEVATION, IIROLLED TO FIRM, AND STABILIZED WTH CRUSHED ROCK. 1 1 •..•.•._.•.•.•. 1 E 0.3'E 1 I•, , PROP f • III 1 J��: Tom•.•.'.'.'.-.'. ' CB-004, T2-60" MNG RIM=419.25t' 9 h IE(N) 24"SD=414.75 I• SZS2S252� QS� ���5?� IE(SE) 6"DIP=415.75 a IE(S) 10"SD=414.75' W/ CONTROL STRUCTURE IN OF P LINE I w.•. I '1�lff Aj9 I CB-005, T2-60" 4-LF 6•;DIP PRESETTLING STRUCTURE MM=418.50f' , NCE COR a • - ... IE(II 6"DIP=417.00' ON LINE W/TEE OOR 'e SUMP ELEV.=410.50 - f` � � '�''.... S —M— OUND REBAR/CAP U • �. ON LINE '•a :- :- RIM=417.75t' r ` \ a IE(N) 6"FD=413.10' \ TEM NO.8 - - +,9 IE(NW) 10"SD=411.75' ELECTRICAL \'• / 'E -•E._ \ EASEMENT a1B IE(S) 10"DIP 411.65 4TGE PER 02 70520 _ PROP OCR 10" SD �13-I F 1sP® ULIMI0" DIP �1 ED ZONE •-• ( _ MIT SIGN 0.777. • , to _ ' X - 7UCC a .-fliR®� • TEL VLT "UC IE(SE) ln%= 4,d85 APPROL LOCATION RECORDS (T1'P) MW RrT=aiaaY 1112*001 41573 5--- E(S) ,2•W-416.08' — IF(NN) ,2.00NPHG31' - ' O wu iD U SD---- �-SD= o IX RIM, .93' / ir) IE(N/i) 8•CONC-409.43'(C.C.) / I ��J� �- -------- -- III-- - - - ---------- _ SEX. CB, T1 )HI VANED GRATE RIM=413.63' IE(E) 12"DIP=411.4S U C IE(S) EX. 8"CONC=411.4-S —� UTILITY CROSSING) 1 1 _ (71PE1) W �� CONDUIT BOTTOM=412.75 _ W _ W "•-73.5-LF 12" DIP w ° FAI o 1.,s SD DIP TOP=412.60 ------ - - = 10.279 -------fifiFb1--- ------- ---- ---- - - - -------F►�------- Ela--- -- ------- ----Eft------- , 11 qn � � SD SD SD - — i (PUBUC RIGHT OF WAY) VANED VANED GRATE � — RIM=416.41t' _ -17-LF EX "CONC. — — — ' IE(N) 10"DIP=411.55' "N SS SS '� SS - IE(E) 12"DIP=411.55'' — SS Sd SS, S')+B�r� � - SS SS — IANE STRIPING ' (n TEN 1Y00NP10 15' IF(NAJ 8.0mD-409.15 SS S PROJECT AREAS SUMMARY PLAN IMPERVIOUS AREAS LEGEND BUILDING ROOF IMPERVIOUS SURFACE AREA PAVED IMPERVIOUS SURFACE AREA VEGETATED AREA OFFICE BUILDING AND IMMEDIATELY ADJACENT PAVED SIDEWALK. AREA TO BE GRADED TO SUBGRADE ELEVATION, ROLLED TO FIRM, AND STABILIZED WITH CRUSHED ROCK. 212TH ST SW STORMWATER SYSTEM SUMMARY THE PROPOSED SITE STORMWATER MANAGEMENT SYSTEM INCLUDES THE FOLLOWNG ELEMENTS AND FACILITIES: • SURFACE COLLECTION AND CONVEYANCE OF STORMWATER RUNOFF FLOWS VIA ROOF DRAINS, PAVED SURFACES, AND PAVED CURBS AND GUTTERS. • COLLECTION OF STORMWATER RUNOFF FLOWS FROM ON -SITE PAVEMENT SURFACE AREAS AT CATCH BASINS. • OIL -CONTROL, PRESETTLING, AND WET -VOLUME DETENTION OF STORMWATER RUNOFF FLOWS IN LARGE TYPE 2 CATCH BASINS WITH FLOATABLES AND OIL -CONTROL TEES ON THE PRESETTLING STRUCTURES OUTLET PIPES. • CONVEYANCE MA PIPES OF STORMWATER RUNOFF FLOWS FROM THE PRESETTLING STRUCTURES TO AN UNDERGROUND ARCH -TANK DETENTION SYSTEM. • ATTENUATION OF STORMWATER RUNOFF FLOWS IN AN ARCH -TANK DETENTION FACILITY LOCATED BELOW THE PAVED DRIVEWAY AREAS OF THE SITE. • ATTENUATED RELEASE OF STORMWATER RUNOFF FLOWS VIA A FLOW CONTROL TEE STRUCTURE. • WATER QUALITY TREATMENT OF STORMWATER RUNOFF FLOWS VIA A PROPRIETARY MEDIA FILTER DRAIN. • DISCHARGE OF ATTENUATED AND TREATED STORMWATER RUNOFF FLOWS MA PIPE TO THE EXISTING MUNICIPAL DRAINAGE SYSTEM IN THE 212TH/ STREET SOUTHWEST RIGHT-OF-WAY. GRADING AND DRAINAGE PLAN NOTES 1. ALL GRADING AND STORM DRAINAGE ELEMENTS AND MATERIALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF EDMONDS. 2. UNLESS OTHERWISE IDENTIFIED, ALL STORM PIPE SHALL BE PVC SDR35 OR BETTER. 3. ARCH -TANK DETENTION SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. PROJECT HARD SURFACES AREAS SUMMARY EXISTING CONDITIONS: EXISTING ON -SITE AREAS: EXISTING ON -SITE FORESTED AREA: -4,248-SF EXISTING ON -SITE LANDSCAPE AREAS: -22,505-SF EXISTING ON -SITE ROOF AREAS: -2,571-SF EXISTING ON -SITE PAVED AREAS: -8,503-SF TOTAL EXISTING ON -SITE AREA: -37,827-SF EXISTING ON -SITE TOTAL IMPERVIOUS AREA: -11,074-SF EXISTING ON -SITE PERCENT IMPERVIOUS: -29.28% EXISTING OFF -SITE AREAS: EXISTING OFF -SITE PAVED AREAS: -616-SF TOTAL EXISTING OFF -SITE AREA: -616-SF EXISTING OFF -SITE TOTAL IMPERVIOUS AREA: -616-SF EXISTING OFF -SITE PERCENT IMPERVIOUS: -100% PROPOSED CONDITIONS - ON -SITE AREAS: PROPOSED ON -SITE FORESTED AREA: -4,248-SF PROPOSED ON -SITE LANDSCAPE AREAS: -7,308-SF PROPOSED ON -SITE ROOF AREAS: -7,276-SF PROPOSED ON -SITE PAVED AREAS: -18,995-SF TOTAL PROPOSED ON -SITE AREA: -37,827-SF PROPOSED ON -SITE TOTAL IMPERVIOUS AREA: -26,271-SF PROPOSED ON -SITE PERCENT IMPERVIOUS: -69.45% OFF -SITE AREAS: PROPOSED OFF -SITE PAVED AREAS- -616-SF TOTAL PROPOSED OFF -SITE AREA: -616-SF PROPOSED OFF -SITE TOTAL IMPERVIOUS AREA: -616-SF PROPOSED OFF -SITE PERCENT IMPERM US: -100% TREE CREDITS: TREE RETENTION: PROPOSED ON -SITE TREE RETENTION CREDIT AREA: -2,070-SF PROPOSED ON -SITE TREE PLANTING CREDIT AREA: -1,280-SF PROPOSED OFF -SITE TREE PLANTING CREDIT AREA: -60-SF WWHM MODELED CONDITIONS: ON -SITE AREAS - PROPOSED ON -SITE FORESTED AREA: -4,248-SF PROPOSED ON -SITE LANDSCAPE AREAS: -7,308-SF PROPOSED ON -SITE ROOF AREAS- -7,276-SF PROPOSED ON -SITE PAVED AREAS: -15,645-SF OFF -SITE AREAS: PROPOSED OFF -SITE PAVED AREAS- -556-SF NEW AND REPLACED IMPERVIWS AREA SUMMARY: ON -SITE NEW AND REPLACED IMPERVIOUS AREAS - REPLACED ONSITE ROOF AREAS: -2,751-SF NEW ONSITE ROOF AREAS: -4,525-SF REPLACED ONSITE PAVED AREAS- -8,503-SF NEW ONSITE PAVED AREAS- -10,492-SF OFF -SITE NEW AND REPLACED IMPERVIOUS AREAS: REPLACED ONSITE PAVED AREAS- -616- SF NOTES: 1. NO IMPERVIOUS AREAS FROM THE SITE EXISTING CONDITIONS WILL BE RETAINED. 2. FOR PURPOSES OF SIZING THE PROPOSED WATER QUALITY TREATMENT FACILITIES AND BECAUSE RUNOFF FROM ALL IMPERVIOUS AREAS WILL BE COMMINGLED, ALL IMPERVIOUS AREAS WERE INCLUDED AS POLLUTION GENERATING IMPERVIOUS SURFACES. 3. BECAUSE THE PROPOSED WATER QUALITY TREATMENT FACILITIES ARE POSITIONED DOWNSTREAM OF THE ARCH -TANK DETENTION FACILITY, RUNOFF FROM ROOF AREAS WAS INCLUDED IN SIZING OF THE PROPOSED WATER QUALITY TREATMENT FACILITIES. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION U U U U U U U ¢ J J ¢ ¢ ¢ ¢ ¢ U U Y Y Y Y Y U U U U U Z Z m z 0 J a- 0 U m w J ¢ J ¢ J ¢ J ¢ J � W U p Z O D cn D cn D cn D cA m o J W W W W W D cn p z Gn z H H H H H¢¢ w a C7 W a- 0 w a 0 Lu a 0 w a 0 w Y z z_ J z_ J z_ J z_ J z_ J z W w V V V C`•) N N N N 0 N 0 N 0 N 0 N 0 N 0 N o W 00 00 co 00 ¢ N O 00 N O May 28. ?024 � N m J�c U s OW =i 0O � LLI 0 U)(0 U �>�00(8) 0- LU Y > i U cu N > CT Lr)Co Lr) (1) N c/) N I- r-- J LCO Q 00 H �rn wv�Z �zOO LL Zcnu z 0 LA > jwc=n of Q V•t WW�� LLB Ji wcnU)OO t U -0 J L(� z C7 M J J J LU 0 Z W I � � LZ�O z � o W L� W C� 'cLU o) of r)0o I— v (] z crWZcfl dcjQo CD 0 iiNC¢ Qa'O zQ r j� v W W z c O 0 U (I� V pv Know what's below. Cal I before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RING. 4E, W.M. JURISDICTION FILE NO.: CEKO PROJECT NO.: 22017.01 / 416-018 SHEET C4.00 ATTACHMENT 3 ".'4r E tOM6(,915 M» oF' UTILITY COORDINATION NOTES •'a 'f;IR •o • E3 1. PRIOR TO CONSTRUCTION, REVIEW ALL PIPE SIZES, ELEVATIONS, CROSSINGS, AND CLEARANCES ON THE "rHA:6tl . '_ ; PROVIDED PROFILE SHEETS. FIELD VERIFY PIPE ELEVATIONS AND CLEARANCES. D 'Fut.•. ••2 1 OF LINE .',�: 6,.• '' 0.9,S FROM .31 PROP COR E WATER IMPROVEMENTS PLAN NOTES .3i1•� o. S"OF Q::::: '..:. ' 3� 1. PRIOR TO CONSTRUCTION, REVIEW ALL PIPE SIZES, ELEVATIONS, CROSSINGS, AND CLEARANCES ON THE PROP COR PROVIDED PROFILE SHEETS. FIELD VERIFY PIPE ELEVATIONS AND CLEARANCES. . S%AID -b •:> 2. RELOCATE AND RECONNECT THE EXISTING 3/4" WATER METER TO BE SET IN THE RIGHT-OF-WAY, WTH THE BACK OF THE METER BOX ALIGNED WTH THE RIGHT-OF-WAY/PROPERTY LINE. THE EXISTING WATER METER SHALL BE USED FOR THE SITE IRRIGATION SYSTEM. CONFIRM THAT RECONNEC11ON IS COMPLETED 3, :'•C�.•.•.'.•'•.',• NE IN ACCORDANCE WITH CITY STANDARDS, INCLUDING STANDARD DETAIL WA-130. :•ir.PLa•. eP9 JoJc 3. LOCATE NEW 1"WATER METER TO BE SET IN THE RIGHT-OF-WAY, WTH THE BACK OF THE METER BOX ooys�°�01 0.rw OF ALIGNED WTH THE RIGHT-OF-WAY/PROPERTY LINE. CONFIRM THAT CONNECTION IS COMPLETED IN P�3 PROP INE ACCORDANCE WITH CITY STANDARDS, INCLUDING STANDARD DETAIL WA-130. •2z;FiA'• 4. LOCATE NEW BACK FLOW ASSEMBLY, "BFA" ON PRIVATE PROPERTY, JUST AFTER THE RELOCATED 3/4" p IRRIGATION WATER METER. i6' •_. •.'.•.•.•. •'•.'. �c oo,°�°Es5. WATER SERVICE PIPE AFTER THE METER (ON THE PRIVATE SIDE OF THE METER) SHALL BE POLYETHYLENE CIF .•.•.•.,. d' 1 0.1'W OF •.• '.4�qk••.'.'•••••' eP'1po ER PROP LINE o1oytie�oe PIPE COMPLIANT WITH CITY AND AWWA REQUIREMENTS. : _ _ o 4Go 6. A 14 GA. VINYL COATED TRACER WRE, IN ACCORDANCE WTH CITY STANDARD DETAIL WA-130, SHALL BE 2 �? o.2ECE of INSTALLED IN THE METER BOX AND CONTINUOUS ALONG ALL PORTIONS OF PRIVATE WATER SERVICE PIPE. PROP LINE 7. THE WATER SERVICE LINE SHALL BE INSPECTED AND MEET BUILDING/PLUMBING CODE REQUIREMENTS 0.51 LF s0 WHERE THE WATER SERVICE LINE EXITS ONE STRUCTURE AND ENTERS ANOTHER. PROP LINE 16'O e6gd3 8. THE PORTION OF THE WATER SERVICE LINE FROM THE METER TO THE STRUCTURE SHALL BE INSPECTED ' ____ __sp �� P°���sl ;:�• AND MEET ENGINEERING REQUIREMENTS. 4 I °i "•'• 9. AN IRRIGATION SPRINKLER PERMIT SHALL BE OBTAINED FROM CITY OF EDMONDS PUBLIC WORKS CROSS j a NCE CONNECTION SPECIALIST. CONTACT JEFF KOBLYK - (425) 771-0235, JEFF.KOBLYKQEDMONDSWA.GOV. I a 0.4'E OF PROP LINE i ,•_•, .:•:-'-'•:... 10. THE PROPOSED FIRE HYDRANT SHALL BE SET 2-FEET BEHIND THE BACK OF WALK AND MINIMUM 2-FEET BEHIND DRIVEWAY BACK OF CURB. HYDRANT INSTALLA11ON AND CONNECTION TO MAIN SHALL BE 411�' •,•.} 0..1 w"o - --- --- a - - PER CITY STANDARD DETAIL WA-100. PROP LINE 1 I 11. INSTALL BLUE REFLECTIVE RAISED PAVEMENT MARKER AT ROAD CENTERLINE, PER STANDARD DETAIL WA-1 00. 0J° r, I .f.• ''l'li1R•. 15.4- e SEWER IMPROVEMENTS PLAN NOTES 0 'E Ttr 0 E i 1. PRIOR TO CONSTRUCTION, REVIEW ALL PIPE SIZES, ELEVATIONS, CROSSINGS, AND CLEARANCES ON THE PROVIDED PROFILE SHEETS. FIELD VERIFY PIPE ELEVATIONS AND CLEARANCES. .SECOF .,� I 2. THE EXISTING SIDE SEWER SHALL BE REPLACED IN ACCORDANCE WITH CITY STANDARD DETAILS SS-201 PROP LINE a J I AND SS202. 3. THE MANHOLE WHERE THE EXISTING AND NEW SIDE SEWER CONNECTION IS LOCATED SHALL BE M I WONG RECHANNELED IF REQUIRED BY THE CITY. H = 42Q50 • :::::... : 4. ALL SIDE SEWER PIPE SHALL BE SDR 35 OR BETTER WATER -TIGHT GASKETED-JOINT SEWER PIPE. I SSCO , �Z�LF 6" 2 5. THE DISTANCE BETWEEN SIDE SEWER CLEANOUTS SHALL BE NO GREATER THAN 100-FEET. IE=414.10 M PVC CCITT MIN. oiFE oP `- a a 6. THE ON -SITE CLEANOUT AT THE RIGHT-OF-WAY SHALL BE A 12" DIAM. LAMPHOLE COVER WTH A PICK PROP LINE HOLE, NO HANDLE, AND WTH 1/2" HEX LOCKING BOLTS BUILDING POINT OF CONNECTION 8 TO NEW 6" SIDE SEWER LINE -2 QI PER CITY REQUIREMENTS C5 21 ' s II I I I N � � I � I I I N " N I I M Im FAM? EAOE r V V A N 20 0 20 SCALE IN FEET 1 of "291 6" PVC SET RE C5.21 O/•• MIN. _. AT PRO V PoM�2A14' I-•"- (POFIQ•D CN) -2p LOCATION OF EXISTING SIDE SEWER RECONFIRM EXACT LOCATION AND ELEVATION, C5.21 PRIOR TO COMMENCING WORK. PER CITY, 6" SSCO W/ 12" LAMPHOLE COVER UGC PICKHOLE (NO HANDLE) W/ 1/2" HEXBOLTS TEL ELT C3 IE- RI\ -410.1 IX � 1E(5O 14I2 6. 9, 220 REPLACE EXISTING SIDE SEWER c C5.21_ WITH APPROXIMATELY 34-LF 6" W uV - PVC Off., MATCH EXISTING APPROX. LOCATION PFN ALIGNMENT AND SLOPE: RECORDS (TYP) qw�• 2U�r��+�fi�i„I--------� 'Y C5 21 COORDINATE TEMPORARY SHORING 1r AND SUPPORT WITH CITY OF LYNWOOD EX. SSM EX. RIM=418.93' - EX. IE(N,E) 8"CONC=409.43'(C.C.) NEW IE (N) 6" SS=409.55 I • s iii . • SSCO IE=414.50 BUILDING POINT OF CONNECTION TO NEW 1" WATER SERVICE LINE I" PER CITY REQUIREMENTS c�Voloos �-° CE - _ ROP LINE " PVC @19 MIN. " °+ �- COR I_ . •. ..._�„s__ P LINE " 1 : NEW 1" WATER SERVICE UNE 1 RCAP PER CITY REQUIREMENTS. •3D581'6,' •• \ -� b. LINE • I PHASE 2• OFFICE BUILDING AND IMMEDIATELY :: ADJACENT PAVED SIDEWALK. I " IE=413.10 : AREA TO BE GRADED TO I •SUBGRADE ELEMAII ROLLED TO FIR , AN STABILIZED WITH CRUSHED ROCK. �65-LF 6" PVC a �: 02% MIN. NEW 1" WATER SERVICE UNE::.-.-..: L - PER CITY EN-.w.•••••,•••,•••, NCE REQUIREMTS. •.• o.3•E PROP I BUILDING POINT OF CONNECTION TO NEW 6" SIDE SEWER LINE 2 PER CITY REQUIREMENT';. C5.21 "Z 6" SSCO 9 SSCO IE=412.25 IE=411.50 ; \ -24-LF 6" PVC_::: WY. MIN. arr�'. .9• -20 4.1- - I": " C5.21 IIIfa BUILDING POINT OF CONNECTION IN • TO NEW 1" WATER SERVICE LINEOF PER CITY REQUIREMENTS. ^38-LF 6" PVC CAP UN11L OFFICE BUILDING CONSTRUCTION. MIN. i 1 1" WATER SERVICE LINE TEE PER CITY REQUIREMENTS. :'I. • NCE COR LINE IRRIGATION POINT OF CONNECTION 00i TO EXISTING 3/4" WATER SERVICE a ti` . IE=410.70 s 3 aft OF � E _+ •,.,... LI qTV REQUIREMENTS. T•S. OUND REBAR/C AP LSD '3058 ' ON LINE ❑ I ' • NEW 1" WATER METER PER CITY REQUIREMENTS. o M NO.8 - • NEW 3/4" IRRIG. BACKFLOW EASEMENTL E PER AFN ASSEMBLY PER CITY REM BD1so2170520 q, TART OF PROP COR CONNECT NEW 3/4" IRRIGATION �ooL ZONE NEW 6" HYDRANT ASSEMBLY ;: SERVICE LINE TO RELOCATED SPEED LIMIT SIC4J WITH R6" DIP EXISTING 3/4" METER PER CITY P HP OHP ALL PER CITY REQUIREMENTS. REQUIREMENTS .. 1 TOG r I) UGR - UG NEW 6" HYDRANT LINE U U G U GP CONNECTION TO EX MAIN EXISTING 3/4" WATER METER WTH 6" VALVE - PRESERVE AND RELOCATE PER CITY REQUIREMENTS SO THAT BACK OF ME IER IS MK 1) W W W W JUST AT ROW/PROPERTY LINEW °� o ICI `�,,,,S -242TFFS,�4IFf------- NEW 1" WATER SERVICE------5 - -- - - -- -------F�-------Ela�� ---- --=-------Eft-- --- UNE PER CITY SD SD SD SD SD SD SD NEW BLUE RPM PER (PO C RIGHT OF WA Cn - STD DTL WA-100 - NEW 101 x 7.6W - - - - - - - HYDRANT EASEMENT MM=414.46 SS NEW 1" WATER SERVICE 55 �� SS SS S'Iq)18r - SS SS SS S Ss- CO4NEC110N PER CITY LWE STRIPING 'q" Ir 9 (/7 E1Wj 1YCOJL=a�.15 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION U U U U U U U Q J J Q Q Q Q Q O O a C) a C a z z m C) C) C) C)U z O_ J 0 U m w J J Q J ¢ J Q � W Gn o Z 0 0 W 0 0 F m > W � W W W W D 0 0 Z Gn Z Q a w 8- C7 w a- C� w IT C� W C7 w ITQ C7 w Y z J J J J J Z m m m m m o a V V V C) N N N N O N O N O N O N O N O N O W 00 00 N O O N O 0 0 0 0 0 o 0 May 28, 2024 U) N m _j C U OCO 0O (0 ON 0 U)(0 U �>�00(8) 0- w Y > U NON > co 0 �Co N c/) N I- r-- J LCO H �� L U 2zoo O ZO W U) Z LU W6 »wQ �' W W Q cl)� ^� t U LET 0 LL J LLB Z co J J J LL I w Lo W w� c) owe �cf)Oi W=o�oo Qz LUOzp �J Ofcn0o �W(F)c w�U)O (%) Z 0N C) Z� Of ��0Qz �w aa'O LUb ��o w Q� O pv Know what's below. Cal I before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RING. 4E, W.M. 1 JURISDICTION FILE NO.: 1 CEKO PROJECT NO.: 22017.01 / 416-018 SHEET C5.00 ATTACHMENT 3 A - FAK N 20 0 20 SCALE IN FEET Z ooy s o�p" yG QP9�V�o0 J,G Goy ��Es epe`� GGy6��e,�9 EAW oGn -2 -29-LF 6" PVC SET RE C5.21 02% MIN. - AT PRO V -20 LOCATION OF EXISTING SIDE SEWER. RECONFIRM EXACT LOCATION AND ELEVATION, C5.21 PRIOR TO COMMENCING WORK. PER CITY, 6" SSCO W/ 12" LAMPHOLE COVER UGC PICKHOLE (NO HANDLE) W/ 1/2" HEJ(BOLTS TEL tlLT CB IE- 410.11t IE(Sf) 1412 6. 9, -20 REPLACE EXISTING SIDE SEWER c C5.21_ WITH APPROXIMATELY 34-LF 6" W uV - PVC Off, MATCH EXISTING AFPRox EDSN P) ALIGNMENT AND SLOPE. RECORDSORCORos (TY Y) 'Y C5 21 COORDINATE TEMPORARY SHORING 1r AND SUPPORT WITH CITY OF LYNWOOD EX. SSM EX RIM=418.93y _DC IE(N,E) 8"CONC=409.43'(C.C.) NEW IE (N) 6" SS=409.55 TO NEW 6" SIDE SEWER LINE 2 0.2•E OF PROP LINE 0.4'E OF PROP LINE al w °1°•yLY' 00 PER CITY REQUIREMENTS s s' • a SSCO IE=414.50/:' 1 I BUILDING POINT OF CONNECTION 9 a %%%% %/��/ TO NEW 1" WATER SERVICE LINE �� PER CITY REQUIREMENTS.CE ,yF o-� b-• Y°p p 0XE OF QP�GO FL •,!:• a -•••••••••••• ROP LINE rL1 e� -51/^ 4F 6" NO PARKING -FIRE LANE • 1:.iLL'.•.-.•.•. •.• fL��eRG " PVC W. MIN.COR �-� . • Jyjj _: �: MGO \� _ •� 0.1 OF I P UNE ! 3Ntl13illd -ONMlItld ON •'•' •-•-• •• E " NEW 1" WATER SERVICE LINE 1 REBAR/CAP • � PER CITY REQUIREMENTS. •30551- . �.•. - _ b. .LINE •�•-• -••• •HAW • I �' PHASE 2• w .� OFFICE BUILDING AND IMMEDIATELY 6" SSCO -2 _#-: ADJACENT PAVED SIDEWALK. " IE=413.10 , C5.21- :':' - AREA TO BE GRADED TO I I rl - • SUBGRD E ELEA D Y �` _- ------ ROLLS TO FIRM, AN 3 STABILIZED WITHCRUSHED ROCK. ��65-LF 6" PVC ®79MIN. .�: .... I{ NEW 1" WATER SERVICE LINE::.-.. { it NCE 111111 PER CITY REQUIREMENTS•.j 0.3'E �; I .ir•I• PROP BUILDING POINT OF CONNECTION TO "D^" / PERNgTYEW 6REQUIRESIDE MENRTSUNE C5.21 Z 6 SSCO. SSCO IE=41225 IE=411.50 -:. - -24-LF 6" PVC M� -�-- _ � W. MIN. a •9• -20 C5.21 BUILDING POINT OF CONNECTION IN • TO NEW 1" WATER SERVICE LINE OF N PER CITY REQUIREMENTS. �38-LF 6" PVC CAP UN11L OFFICE BUILDING CONSTRUCTION. MIN. i 1 1" WATER SERVICE LINE TEE I PER CITY REQUIREMENTS. �� NCE COR • ••-• (_�1 ' ' ON LINE 6" SSCO IRRIGATION POINT OF CONNECTION 0 IE=410.70 TO EXISTING 3/4" WATER SERVICE PROP NE ___ _� .'.••' E PER LNUND RESAR/ AP .-__--__ ___ _ .. . . LI LINE CITY REQUIREMENTS 0 ❑ :NE NEW 1" WATER METER PER CITY REQUIREMENTS. o M No. a - • NEW 3/4" IRRIG. BACKFLOW EASEMENTL E PER AFN ASSEMBLY PER CITY RE(IS 1.4TV W 602170520 9 OF PROP COR CONNECT NEW 3/4" IRRIGATION S0­100L ZONE NEW 6" HYDRANT ASSEMBLY ;: SERVICE LINE TO RELOCATED SPED NMIT SIGN WITH R6" DIP EXISTING 3/4" METER PER CITY P HP OHP ALL PER CITY REQUIREQUIR EMENTS REQUIREMENTS. 1 IOLT r{n{) . UGr -=--UG UG ... NEW 6" HYDRANT LINE UGp UGP CONNECTION TO EX MAIN EXISTING 3/4" WATER METER WTH 6" VALVE - PRESERVE AND RELOCATE PER CITY REQUIREMENTS SO THAT BACK OF ME IER IS W W W LAW JUST AT ROW/PROPERTY LINE W ° � o Iq `� 11AS -242TFFS ,�4IFf------- -NEW1" WATER SERVICE------5 --- ---- - -- -- - -- 62E E---- Ela� LINE PER CITYOLJ SD SD SD SD SD SD SD NEW BLUE RPM PER (Pu C RIGHT OF WAY) Cn - STD DTL WA-1 00 - NEW 101 x 7.5W - - - - - - - HYDRANT EASEMENT PoI�14.� SS NEW 1" WATER SERVICE SS SS S'Iq)IDO+ .8S- SS SS SS S SS - LU4NECTIC N PER CITY. LANE STRIPING 'q3IO IrM0=4012Y (/) E1Wj iYCO�am.15 I IEW 6OWD-MIV UTILITY COORDINATION NOTES 1. PRIOR TO CONSTRUCTION, REVIEW ALL PIPE SIZES, ELEVATONS, CROSSINGS, AND CLEARANCES ON THE PROVIDED PROFILE SHEETS. FIELD VERIFY PIPE ELEVATIONS AND CLEARANCES. WATER IMPROVEMENTS PLAN NOTES 1. PRIOR TO CONSTRUCTION, REVIEW ALL PIPE SIZES, ELEVATIONS, CROSSINGS, AND CLEARANCES ON THE PROVIDED PROFILE SHEETS. FIELD VERIFY PIPE ELEVATIONS AND CLEARANCES. 2. RELOCATE AND RECONNECT THE EXISTING 3/4" WATER METER TO BE SET IN THE RIGHT-OF-WAY, WTH THE BACK OF THE METER BOX ALIGNED WITH THE RIGHT-OF-WAY/PROPERTY LINE. THE EXISTING WATER METER SHALL BE USED FOR THE SITE IRRIGATION SYSTEM. CONFIRM THAT RECONNEC11ON IS COMPLETED IN ACCORDANCE WITH CITY STANDARDS, INCLUDING STANDARD DETAIL WA-130. 3. LOCATE NEW 1"WATER METER TO BE SET IN THE RIGHT-OF-WAY, WTH THE BACK OF THE METER BOX ALIGNED WTH THE RIGHT-OF-WAY/PROPERTY LINE. CONFIRM THAT CONNECTION IS COMPLETED IN ACCORDANCE WITH CITY STANDARDS, INCLUDING STANDARD DETAIL WA-130. 4. LOCATE NEW BACK FLOW ASSEMBLY, "BFA" ON PRIVATE PROPERTY, JUST AFTER THE RELOCATED 3/4" IRRIGATION WATER METER. 5. WATER SERVICE PIPE AFTER THE METER (ON THE PRIVATE SIDE OF THE METER) SHALL BE POLYETHYLENE PIPE COMPLIANT WITH CITY AND AWWA REQUIREMENTS. 6. A 14 GA. VINYL COATED TRACER WRE, IN ACCORDANCE WTH CITY STANDARD DETAIL WA-130, SHALL BE INSTALLED IN THE METER BOX AND CONTINUOUS ALONG ALL PORTIONS OF PRIVATE WATER SERVICE PIPE. 7. THE WATER SERVICE LINE SHALL BE INSPECTED AND MEET BUILDING/PLUMBING CODE REQUIREMENTS WHERE THE WATER SERVICE LINE EXITS ONE STRUCTURE AND ENTERS ANOTHER. 8. THE PORTION OF THE WATER SERVICE LINE FROM THE METER TO THE STRUCTURE SHALL BE INSPECTED AND MEET ENGINEERING REQUIREMENTS. 9. AN IRRIGATION SPRINKLER PERMIT SHALL BE OBTAINED FROM CITY OF EDMONDS PUBLIC WORKS CROSS CONNECTION SPECIALIST. CONTACT JEFF KOBLYK - (425) 771-0235, JEFF.KOBLYKQEDMONDSWA.GOV. 10. THE PROPOSED FIRE HYDRANT SHALL BE SET 2-FEET BEHIND THE BACK OF WALK, AND MINIMUM 2-FEET BEHIND DRIVEWAY BACK OF CURB. HYDRANT INSTALLA11ON AND CONNECTION TO MAIN SHALL BE PER CITY STANDARD DETAIL WA-100. 11. INSTALL BLUE REFLECTIVE RAISED PAVEMENT MARKER AT ROAD CENTERLINE, PER STANDARD DETAIL WA-1 00. SEWER IMPROVEMENTS PLAN NOTES 1. PRIOR TO CONSTRUCTION, REVIEW ALL PIPE SIZES, ELEVATONS, CROSSINGS, AND CLEARANCES ON THE PROVIDED PROFILE SHEETS. FIELD VERIFY PIPE ELEVATIONS AND CLEARANCES. 2. THE EXISTING SIDE SEWER SHALL BE REPLACED IN ACCORDANCE WITH CITY STANDARD DETAILS SS-201 AND SS202. 3. THE MANHOLE WHERE THE EXISTING AND NEW SIDE SEWER CONNECTION IS LOCATED SHALL BE RECHANNELED IF REQUIRED BY THE CITY. 4. ALL SIDE SEWER PIPE SHALL BE SDR 35 OR BETTER WATER -TIGHT GASKETED-JOINT SEWER PIPE. 5. THE DISTANCE BETWEEN SIDE SEWER CLEANOUTS SHALL BE NO GREATER THAN 100-FEET. 6. THE ON -SITE CLEANOUT AT THE RIGHT-OF-WAY SHALL BE A 12" DIAM. LAMPHOLE COVER WTH A PICK HOLE, NO HANDLE, AND WTH 1/2" HEX LOCKING BOLTS APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION a w a w a w a w U U U U U U U ¢ J J ¢ ¢ ¢ ¢ ¢ O 0 Y Y Y Y Y U U U U U Z Z m z 0 J 0 U mw J ¢ J ¢ J ¢ J ¢ � W o Z 0 0 W 0 0 DO J W � W w W w D 0 o z m z ¢ a w a w d w a w a w a w< Y Z J J J J J z W W m m m m CO o a V V V M N N N N 0 N 0 N 0 N 0 N 0 N 0 N o W 00 00 co 00 ¢ N o o N o 0 0 0 0 o o May 28, 2024 U) N m JC) U c:oW c MN 0 U)(0 U � >� 00 a_ LU > Y i U NON > Z3 0 Lo N cn N �� J LC O 00 H �rn W U Z 2zOO OLL O ZLIU)Z LU W% LU >>wQ Q �' W W-of t LU Of U -0 a J L0 Z M J J J LLI cwc G Lo LILILZ�O w> owl �cf)Oi W=0000 Qz �J LUOzp �cn�o z� 0 �wZ(0 acn _(0 �� 0-U)Qo O 0 Z� Of 0-�0Q �w LUb Qo0O ��p w Q�^ Iy O pv Know what's below. Cal I before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RNG. 4E, W.M. 1 JURISDICTION FILE NO.: 1 CEKO PROJECT NO.: 22017.01 / 416-018 SHEET C5.00 ATTACHMENT 3 A — EAR N 20 0 20 MI SCALE IN FEET z ooy 5 °e- yG P5 QP9�V�o�� J,G Goy v�F,� e°�� EAVE N 8B21'4Y E t0A40 (tOl5 M» OF UTILITY COORDINATION NOTES a.D. O• E3 H H H H H J J 0 < < < < < 0 0 Y 1. PRIOR TO CONSTRUCTION, REVIEW ALL UTILITY, CONDUIT, AND PIPE SIZES, ELEVATIONS, CROSSINGS, AND U CLEARANCES ON THE PROVIDED PROFILE SHEETS. FIELD VERIFY PIPE ELEVATIONS AND CLEARANCES. Y Y Y Y Y ? D d d d 1 OF LINE U U U U U Z Z m o.e's FROM PROP COR E DRY U T L I T Y PLAN NOTES •.0.• :GT••. "OF ,'Q:::;:-:•'_.:.' 1. PRIOR TO CONSTRUCTION, REVIEW ALL UTILITY, CONDUIT, AND PIPE SIZES, ELEVATIONS, CROSSINGS, AND °0R CLEARANCES ON THE PROVIDED PROFILE SHEETS. FIELD VERIFY PIPE ELEVATIONS AND CLEARANCES. b ::> 2. DRY UTILITIES (POWER, TELEPHONE, CABLE, DATA, GAS, ETC.) SHALL BE PLACED WITH THE FOLLOWING CLEARANCES: ''•'•'• • HE MINIMUM OF 5-FEET CLEARANCE FROM CITY UTILITIES WITHIN THE RIGHT-OF-WAY; Z O Q MINIMUM OF 3-FEET CLEARANCE FROM WATER, STORM, AND SEWER ON PRIVATE PROPERTY; AND ©;:•• : MINIMUM OF 1-FOOT VERTICAL SEPARATION IN ALL AREAS. ¢ a- 0.7'W OF •• •••••••'•• U) PROP LINE 3. PRIOR TO COMMENCEMENT OF WORK ACTIVITIES, COORDINATE ALL UTILITY WORK WTH APPROPRIATE 0 REPRESENTATIVES OF UTILITY PURVEYORS, CONFIRM LOCATIONS, ALIGNMENTS, DEPTHS, AND CLEARANCES J J J J W Z Q 1'J OF ALL DRY UTILITIES. O O O O Q U O OXW OF PROP LINE•••••'co of0�.�( �e R W LU W Cn OZ Z ••• ._. ••°off H H H H H > Q J CE w W o.2'E OF PROP LINE 0- 0- D- M D- W C7 0(D C7 C7 Y Z CLF Q Z Z_ Z_ Z_ Z 0.51E OF J 0 0 0 0 0 PROP LINE O P�°EVeA°boo m m m m m 0 a 90 P �� 1 _.� COV N COV C) CCD N COV W < .. 00 M oC aD oC CO oC < I- N O O N O 0 a NCE O O O O O O O 1 ......... 0.4'E OF PROP LINE a 011W OF PROP LINE O e• ...... ����� d� 11rAay a Q .; � oXOX G 4 15.1l .0 37w s a � STERF'� �a`v 0 ,E .... N 0 I E st��1!,. SA� • a May 28, 2024 a o.3'ECOF PROP LINE a 11� I .•P•••. p CO L_ 1 I BULDING m c "to FFE = 42Q50 • :cl a C0 YO00� CLF EN y I ..� _F :3 co0 .1' 0E OF PROP LINE ) / •• /1 O a / c Q r I _' a•• ..>'. I' -I N In • s 5:.. N I •a J cE U) O -�- •!`.• 0.11E OF eP01° FL'��'S Q w CD I o .e -•�. •.. ROP LINE •57,� Oe� I-_ ELECTRIC POWER o1°� eR Z = 0')z SERVICE POINT 001 coF LU z O •/ a }: : OF CONNECTION O , Z U O 0 LL 0 �Y pLu >E I 0) �Uw= I a, ELECTRIC POWER LU a _ SERVICE LINE o`er i Z w I� II NI y!J//amf '\\ +\ ��,••. .b• NEALIGMENT ji O — LU �CV O AR/CAP UOL0RQ J LLB z •\\/!' + .� �bbb:•::-'••.:.:..•• C PHASE 2: co J OFFICE BUILDING AND IMMEDIATELY ADJACENT PAVED SIDEWALK. Ir i ;•� AREA TO BE GRADED TO _.- SUBGRADE ELEVATION, ROLLED TO FIRM, AND M a ' STABILIZED WITH CRUSHED ROCK. EV CHARGERS J at ELECTRIC POWER Q Z I �I'• w SERVICE POINT OF CONNEC11ON W o i • p U I I I Q> w w >10 fI I Z ]�� Z 0��'0 I ] — W Z O I i. 'IILr`.. O I '• �.`•_ I- - J of U5 O O MNG W. (D4� �^ �WZCo 11 I -- -- - 1•.• ..... U) W � Lo aj Z) I— (n CD I I rn li jjj� '~ �U)QO i I •(11f LLJ j OF �� fl 04 Q< • I IN \\ J 04 0 Q LO I I I • -• 1+ i ...... _ _ _•1 NICE COR U POWER METER ON LINE OCR ELECTRIC POWER TRANSFORMER O I arE� RtOP UME ult¢�nuvx aun , - ,•• , ,• -- OU R/CAP __ ______ ___ ___ _ _+ ... ON LI 1 LN '3058 ELECTRIC yl......: NE SET REBAR /CAP-� ❑ - POWER SERVICE ELECTRIC POWER ® TEM NO. 8 - POINT OF CONNECTION :-: : :: LINE ALIGNMENT ; o • ELECTRICAL .E. '-E•'• -•�'• EASEMENT PER AN £ I BD 602 70520 RM-42.14' {I' ///,{1.F411T7 OF o o e o��G 41889' WN Wh— APPRox LOCATION RECORDS (T1'P) MM=*iaaY qN) 8'O.1a1u28' E(E) 12•C0NPH573 !i - S D E(S) 12•W-41805' ILA 1Y00NP41&31' 1 MINE #V W �11R W_ SSW Sp------5 ----_ IX U, RIM=41..1 IE(NX 8•CONC-409.43'(C.C) SS W SS U LANE STRIPING _W W— :!�SEg-------E1d --�(PUBUC RIGHT OF WAIF — SS LANE STRIPING �JIJ®SLIM HP OHP —-. UGp UGP I ---CB (TIFF 1) W W ° O Igsj`ca�ix-anAs SD SD SD SD — SS SS SS S.e3- SS IE(S) eMC-4" 0 Iq" B•M0=4011V (/7 E(W) 1Y.15 I I IE(MY) 8•oR4o-lOB.15 APPROVED FOR CONSTRUCTION CITY OF EDMONDS pv Know what's below. Cal I before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RING. 4E, W.M. 1 JURISDICTION FILE NO.: 1 CEKO PROJECT NO.: SD SD SD DATE: 22017.01 / 416-018 � SHEET SS SS S �i SS BY. C6.00 cn CITY ENGINEERING DIVISION ATTACHMENT 3 Im D A N 20 0 20 SCALE IN FEET Z G°y 5 opt\;G yG P� epe`� UGC UG a-� CLF IN7X 0.1'W OF PROP LINE •• 0.3'E OF PROP LINE CLF END 0.1'E OF PROP LINE VERTICAL CONCRETE BARRIER CURB (TYP) 20 x 26D MIN. - DRIVEWAY AREA SITE LIGHT (TYP)- PROTECT AND PRESERVE - EXISTING CITY OF EDMONDS SIGN TAPER SIDEWALK FROM FRONTAGE WIDTH TO EXISTING WIDTH. d I I I I 1 � N E I � I I � I `s I 1 1 M I I EV CAPABLE 11i M ` SITE IMPROVEMENTS PLAN NOTES 1. PRIOR TO CONSTRUCTION CONFIRM ALL SITE IMPROVEMENTS LAYOUT. 2. ALL WORK IN THE RIGHT-OF-WAY SHALL CONFORM TO CITY RIGHT-OF-WAY REQUIREMENTS. 3. THE CITY WILL DETERMINE APPROPRIATE SPECIES FOR STREET TREES. 4. CITY PARKS DEPARTMENT SHALL INSPECT ROOT BALLS OF STREET TREES PRIOR TO TREE PLANTING. COORDINATE WITH CITY PARKS DEPARTMENT - (425) 771-0230. 5. SITE MAILBOX SHALL BE LOCATED ONSITE AT OR WITHIN THE BUILDING. 6. DEPENDING ON THE EXTENT OF DISTURBANCE, UTILITY WORK PAVEMENT REPAIR PATCHES WITH LESS THAN 20-FEET OF SEPARATION SHALL BE COMBINED, AND FULL ROAD WIDTH OR HALF ROAD WIDTH OVERLAY SHALL BE COMPLETED. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE NEXT LANE LINE. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH OVERLAY IS REQUIRED. 7. ALL STREET PAVEMENT MARKINGS DAMAGED OR REMOVED DUE TO THE PROJECT SHALL BE REPLACED PER CURRENT CITY STANDARDS PRIOR TO PROJECT COMPLETION. 8. ALL SIDEWALK RAMPS SHALL COMPLY WITH CITY ADA SLOPE REQUIREMENTS. CONFIRM SLOPES PRIOR TO AND DURING CONSTRUCTION OF CONCRETE FORMWORK. 9. ALL CONCRETE SHALL BE TYPE 2, CLASS 4,000, AIR -ENTRAINED P.C.C. °1°•y'LQ�Oe 4GOe �a Ir CE - __ - ■. �.. == II a.81 _ S r1 - w � , RAMP CONCRETE WALK PHASE 2: ADJACENT PAVED SIDEWALK. AREA TO BE GRADED TO _ __ ■.. ISU BGRADEELEVATION, :STABILIZEDROLLED TO FIRM, AND WITH CRUSHED ROCK. 11 •• �� NCE 1imp 'O == == I Off, 16,F ►1 1 � 11 •• III I 1• 1 1• �� III III 1 MI 1'1 1 ' ` I Y - 1 14 We ' -- - ` - - w W w w- END NEW CURB, GUTTER, AND _ - - - - - - - - SIDEWALK PER CITY STD - S DETAILS TR-520 AND TR-531. bilk I SS 001 CONCRETE RAMP 8 TAPER SIDEWALK FROM FRONTAGE 32( WIDTH TO EXISTING WIDTH TO THE EXTENT PRACTICABLE WITHOUT DISTURBING THE EXISTING ROCKERY. PRESERVE AND PROTECT EXISTING CITY SIGN DURING CONSTRUCTION - UGP UGP i -END NEW CURB, GUTTER, AND SIDEWALK PER CITY STD NEW TYPE I DRIVEWAY 1n°� W W - DETAILS TR-520 AND TR-531. APPROACH PER CITY - - NEW GRATE PER TREE WE] L _ ,,�.- - - - - � - - - - - - - _ AND GRATE PER CITY STD - - - - NEW SxS ADA TREE RB STD DETAILS 1R-541. �� ■ DETAILS TR-551. J WELL AND GRATE PER SD _ - CITY STD DETAILS TR-551. — - SS SS S5 SS SS SS SSI SS APPROVED FOR CONSTRUCTION CITY OF EDMONDS U U U U U U U Q J J Q Q Q Q Q O O a c) a c) a z z m U U U U U z O_ J 0 U m w J Q H J Q H J Q H J Q H J � W U) p Z O o W W W W W D 0 p z 0 z H H H H H Q Q W C7 W C� W C� W C7 W C7 w Y Q ? J J J J J z W W m m m I m I CO 10 1 a V V V M N N N N C. N O N Co N O N CD N O N CDW i`! 2!! i`! C\I i\! N C\I Q N O O N O p Co O Co O 0 0 May 28, 2024 U) N m J�c U c: OW =i 0O 0 U)� UU1 �>CD� 0- w Y > i U NON 1/.•.�1_ > c � O � Q u7 Co N c/) N I- r-- J LC O 00 H �rn W U Z :EzOO O pwU)z LU WLU :>>Wa Q V�tt wwF-� LLU Ji w��0 t U Lti J L0 z CO J J J Q Z � w 2 W > Lo tl�_o Ow OW=CCoo W Z oozy �Q ofU)Uo cf)J o W z So �cl, wo=� >� ;Qo 0 UCW a-Noa G J04 W Q rn z0 Lo O Of W N � O U )I IE Know what's below. Cal I before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RING. 4E, W.M. 1 JURISDICTION FILE NO.: 1 zm-------Ela� CEKO PROJECT NO.: SD SD SD SD SD DATE: 22017.01 / 416-018 SHEET SS SS SS S SS — BY: C7.00 cn CITY ENGINEERING DIVISION ATTACHMENT 3 CRITICAL ROOT ZONE - LOCATED AT DRIPLINE. SHOWN OFFSET FOR DRAWING CLARITY PROPERTY BOUNDARY TREE RETENTION and LANDSCAPE SET TREE PROTECTION FENCE TREE LEGEND .0 EXISTING OFFSITE TREE EXISTING TREE TO BE RETAINED. SEE LIST ®i THIS SHEET FOR TREE NUMBER, SPECIES, _ CALIPER CRITICAL ROOT ZONE (1- RADIUS/1" CALIPER) EXISTING TREE TO BE REMOVED. SEE LIST XM THIS SHEET FOR TREE NUMBER, SPECIES, CALIPER TREE PROTECTION FENCING. SEE DETAIL THIS SET TREE SUMMARY TOTAL SIGNIFICANT TREES: 77 SIGNIFICANT TREES TO BE REMOVED: 38 SIGNIFICANT TREES TO BE RETAINED: 39 HAZARD TREES: 11 50% OF SIGNIFICANT TREES TO BE RETAINED 39/77=50.6% 21 HEALTHY SIGNIFICANT TREES TO BE REMOVED 20 REPLACEMENT TREES TO BE PLANTED ON SITE SEE LANDSCAPE PLAN FOR REPLACEMENT TREE LOCATIONS Existing viable trees removed per DBH # of Replacement Trees Mitigation Goals 6*-10" DBH 1 x1 34 trees to be planted on the subject property 10.1" -14" DSH 2 x2 14.1" - 24" D8H 5 x3 >24" DBH 12 n/a not applicable per 23.10.060.G CRITICAL ROOT ZONE LOCATED AT DRIPLINE. SHOWN OFFSET FOR DRAWING CLARITY Op PROPERTY BOUNDARY P P- -6L— P P— O 12 TREE PLAN SUMMARY TABLE TREE 10 D13H TYPE (INCHES CROWN CONDITON NOTES PROPOSED STATUS 1 2 3 FIR 20 35 FIR 24 40 FIR 22. 36 FAR RETAIN POOR IVY. CO-DOM (3) RETAIN FAR IVY. 00-OON1 RETAIN 4 FIR 18 35 FAR NY RETAIN 5 FIR 8 12 RETAIN 6 MAPLE 24 32 POOR CID-DOM. INCLUDED BARK, DECAY RETAIN 7 MADRONA 14 25 FAR RETAIN 8 FR 23 40 FAIR LOPSIDED CROWN RETAIN 9 MAPLE 8 20 POOR MOSTLY DEAD RETAIN 10 FIR 8 20 POOR RETAIN 11 FIR 21 35 GOOD LOPSIDED CROWN RETAIN 12 FNR 6 46 D"D DELETED 13 FIR 10 28 FAR NY. LOPSIDED CROWN RETAIN 14 FR 20 32 FAR IVY. LOPSIDED CROWN RETAIN 15 MADRONA 16 213 FAR IVY. LEANING RETAIN 16 FIR 24 20 FAR IVY RETAIN 17 CEDAR 12 28 FAR LEANING. LOPSIDED CROWN RETAIN 18 CEDAR 19 38 FAR CO-0OM RETAIN 19 DECEDUOUS 8 20 POOR RETAIN 20 MADRONA 8 20 POOR IVY. LEANING RETAIN 21 MADRONA 13 28 FAR IVY. LEANING. DECAY POCKET AT BASE RETAIN 22 MADRONA 10 1 30 GOOD RETAIN 23 MADRONA 11 32 FAR IVY SPARSE CANOPY RETAIN 24 FIR 30 45 GOOD IVY RETAIN 25 FIR 22 36 FAR IVY RETAIN 26 MADRONA 45 60 FAR DERABLE DIE-8ACK. DECAY. REMOVE N LEADER RETAIN 27 CHERRY 6 12 RETAIN 28 FIR 14 30 POOR LARGE DECAY POCKET AT BASE RETAIN 29 FIR 22 36 GOOD IVY RETAIN 30 FIR 18 20 FAR LOPSIDED CANOPY RETAIN 31 CHERRY 6 18 RETAIN 32 CHERRY 8 20 POOR CR(TCAL LEAN RETAIN 33 CHERRY 6 12 RETAIN 34 FIR 23 45 FAR DECAY POCKETS RETAIN 35 FIR 26 40 FAR DECAY AT BASE REMOVE 36 FIR 28 45 POOR CO-OOM. SIGNFIGANT DECAY. HAZARD REMOVE 37 FIR 25 35 FAR REMOVE 38 FIR 28 45 FAR REMOVE 39 FW 46 FAIRREMOVE 40 FIR 19 45 FAR REMOVE 41 FIR 28 42 FAR DECAY POCKET Q BASE. SAP REMOVE 42 43 FIR t 24 43 46 GOOD EXPOSED BUTRESS ROOT REMOVE REMOVE FIR 28 FAR DECAY Q BASE. SAP RUNNING 44 FIR 18 40 GOOD RETAIN 4S PINF 1n 70 FAR RETAIN 46 MADRONA 6 12 FAR RETAIN 47 FIR 18 30 POOR DECAY POCKETS, LOPSIDED CROWN. POOR. HAZARD REMOVE 48 FIR 13 28 POOR LOPSIDED CROVIM. NY. HAZARD REMOVE 49 FIR 18 36 FAR DECAY POCKETS. IVY REMOVE 60 MADRONA 4 t0 REMOVED FROM LIST BECAUSE R IS SMALLER TWIN 6 51 52 53 FIR 12 20 POOR LOPSIDED CROWN. SAP. HAZARD MAJOR SAP. DECAY, FUIZARD NY MOVE REMOVE FIR 34 35 POOR FIR 16 32 FAR REMOVE 54 FIR 14 16 FAR RETAIN 55 FIR 30 40 GOOD LOPSIDED CROWN. IVY REMOVE 56 FIR 14 24 GOOD IVY REMOVE S7 FIR 8 16 POOR IVY, HAZARD REMOVE 58 FIR 22 32 FAR REMOVE 59 FIR 21 36 FAR LOPSIDED CROWN RETAIN 60 MOUX 6 12 DELETED 61 FIR 36 48 GOOD REMOVE 62 FIR 12 24 FAR REMOVE 63 FIR 9 24 FAR REMOVE 64 FIR 14 28 POOR SAP REMOVE 65 FIR 30 40 GOOD _ CO-DOM. SAP SLICKERS. HALF DEAD. HAZARD REMOVE_ 66 BIRCH 8 20 POOR --REMOVE 67 HAVYTHORNE 12 20 GOOD RETAIN 68 DECEDUOUS 20 24 GOOD RETAIN 20 71 t2 24 DELETED DELETED REMOVE 6 06, 92 Too FROM UST IT Is 61111111 EVERGREEN 20 POOR TOPPED. N POWER LINES. HAZARD 72 SPRUCE 13 24 POOR HAZARD REMOVE 73 ARBORVITAE 22 24 POOR TOPPED REMOVE 74 CYPRESS 20 20 POOR NY. HAZARD REMOVE 76 76 77 EVE14GRUN 10 20 POOR FAR DELETED FROM LIST BECAUSE Cr IS THE SAME TREE AS 74 TOPPED TOPPED DELETED REMOVE ARBORVITAE 19 ARBORVITA 41 FAIR R MOVE 78 ARBORVITAE 31 FAR TOWED REMOVE 79 ARBORVITAE 16 POOR TOPPED REMOVE 80 ARBORVITAE 29 POOR TOPPED REMOVE 61 82 ARBORVITAE 17 POOR TOPPED REMOVE REMOVE ARBORVITAE 24 POOR TOPPED. 112 DEAD. HAZARD 83 ARBORVITAE 16 POOR TOPPED LREMOVE 84 ARBORVITAE 1 47 1 1 POOR TOPPED I REM01/E (I NORTH 0 20 40 80 1" = 20'-0" SHEET SIZE 22" x 34" Q d U U � W UJ'�'cc � N N � N °O N vs M 00 Z � N STATE OF WW—VA LANCT CERTIFICATE No. 774 _ o at V 1V • �0 o E • • C. CL UJ H _ E CL 0 J t 0 +' C m Z O L LU > � z J p m J m _ CD W . F_ z W Z o W > Z W O Z w F_ w W w W W OC ww L.L ♦� VJ F_ N N JOB NUMBER: DRAWING NAME: DESIGNER: JMV DRAFTING BY: JMV DATE: 8.10.22 SCALE: AS SHOWN JURISDICTION: EDMONDS L� 1 SHEET 1 of 3 UNDERGROUND STORMWATI DETENTION. SEE CIVIL S TREE RETENTION and LANDSCAPE SET TREE GRATE. SE HAM_ -REMOVE EXISTING NON-NATIVE WEEDY PLANT SPECIES. SEE TREE PROTECTION bETAIL THIS SET FOR GROUND EXISTING SIGNIFICANT TREE TO BE RETAINED, TYP O NOT CUT TREE ROOTS ARGER THAN 2" DIAMETER. ADJUST PLANT LOCATIONS TO AVOID CUTTING TREE ROOTS STANDARDTREE GRATE, TYPICA",1 SEE CITY I THIS REPLACEMENT TREE PLANT SCHEDULE BOTANICAL NAME TREES Thuja plicata 'Exclesa'* Pinus contorta contorta* Picea omorika Street tree. Species to be determined Gleditsia tri. inermis'Shademaster Magnolia grandiflora 'Little Gem' *Plants native to the Puget Sound area COMMON NAME Western Red Cedar Shore Pine Serbian Spruce Honeylocust Evergreen Magnolia PLANT SCHEDULE 91t1TAMIPAI AIAIIAI= PnRAhAnKI KIARAG SHRUBS and GROUND COVER Miscanthus sinensis ® Pennisetum alop. 'Hameln' ® Euonymus fortunei 'Emerald n Gold' ® Lavandula sp. Rhododendron 'Purple Splendour Thuja occidentalis 'Smaragd' sf Polystichum munitum MY Myrica californica oG Mahonia aquifolium Rc Ribes sanguineum E Vaccinium ovatum 4IW= •- . • - • Erica sp.'Med. White' .................. Gaultheria ............... .. Maiden Grass 12 Fountain Grass 19 Euonymus 26 Lavender 11 Rhodie 13 'Emerald Green' Arb 10 Sword Fern 19 Pacific Wax Myrtle 2 Tall Oregon Grape 19 Red Flowering Currant 7 Evergreen Huckleberry 17 Elephant Ear As req'd 1 gallon As req'd 1 gallon As req'd 1 gallon All proposed plant material to be irrigated by a permanent underground irrigation system. Bidder -design by landscape contractor. Coordinate all work with owner. CITY PARKS DEPARTNIENT SHALL-MSPEA, ROOT BALL OF TREE PRIOR TO TREE PLANTIN ��i:»=ai:jzazoi wweizaim!jwi NORTH REMARKS Full and Matching Full and Matching Full and Matching Full and Matching Full and Matching Full and Matching DC:RA,&DLCC Full and Matching Full and Matching Full and Matching Full and Matching Full and Matching Full and Matching Full and Matching Full and Matching Full and Matching Full and Matching Full and Matching Plant 30" on -center Plant 30" on -center Plant 30" on -center -wow w W 0 20 40 80 1" = 20'-0" SHEET SIZE 22" x 34" tii4 '1 711 Z000 Q a U U N a a wWo c 05D c ell Ell =cc W Q pn IN� co N Q1 oa M ZN eb STATE OF WASHINGT E LAN IE C CT JE M. VA LEY CERTIFICATE No. 774 0 o q v L m �0 _ o E • • C. CL � �p ma UJ H _ E I J 'o t V r c E m � o � t � J p� 3 � 3 .j j ao Ch w . F_ Z W 2 13. J z W Q J � W C) W W W r U) W 0 W z U) i_ N N JOB NUMBER: DRAWING NAME: DESIGNER: JMV DRAFTING BY: JMV DATE: 8.10.22 SCALE: AS SHOWN JURISDICTION: EDMONDS L�2 SHEET 2 of 3 MULCH LAYER (COMPACTED DEPTH) FEATHER EXCESS SOIL UNDER MULCH 1" MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE — IaREPAREI • PLANTINO NOTE: BED a REMOVE CONTAINER & WORK ROOTS t FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY SEE PLANT LIST FOR PLANT SPACING GROUNDCOVER PLANTING DETAIL NOT TO SCALE HOLD PLANTS Ff ^" EDGE OF PLANT AS NOTED ON F BED LINE EDGE CURB/WALK - PLANT MATERIAL SPACING DETAIL NOT TO SCALE SPACING AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. DO NOT DAMAGE LEADER DURING INSTALLATION (2) LODGEPOLE STAKES; TIE AT APPROX. 1 /3 TO 1 /2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE TO BE PLUMB 3" DEEP SAUCER FOR WATER 2" DEEP MULCH LAYER REMOVE ALL TIES, WRAP & CONTAINERS. ►Y"I FREE PERIMETER ROOTS FROM NURSERY BALL f ^ I EXCAVATE TREE PIT AT A MIN. OF 2 TIMES DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT GRADE TO FINISH GRADE (ri PIT SPOILS, NURSERY BALL WASTE BACKFILL SET BALL ON UNDISTURBED SUBGRADE, OR COMPACTED SOIL. NOTE: LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL ONLY; NO FERTILIZER IN PLANTING PIT. WORK PERIMETER ROOTS FREE OF NURSERY BALL. BALL & PIT TO BE COURSELY SCARIFIED. y,\ EVERGREEN TREE PLANTING/STAKING DETAIL NOT TO SCALE PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. (2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN -LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND — INSTALLATION REMOVE AT COMPLETION OF PLANTING LAWN PLANTING; PROVIDE 3' I "NO GRASS" TREE RING AND 2" DEEP MULCH LAYER IN WELL. HOLD BACK FROM TRUNK 8" TO 10" FINISH GRADE PREPARE PLANTING P§D PER SPECS; AT MIN., LOSSEN AND MIX SOIL TO 18 OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIAMETER REMOVE ALL WRAP, TIES, AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE (+) 24" DECIDUOUS TREE PLANTING/STAKING DETAIL NOT TO SCALE TREE RETENTION and LANDSCAPE SET LANDSCAPE NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON -CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. REQUIRED LANDSCAPE AREAS SHALL BE PROVIDED WITH ADEQUATE DRAINAGE. ALL NEW LANDSCAPE AREAS SHALL INCORPORATE SOIL AMENDMENTS AS FOLLOWS: THE UPPERMOST TWELVE (12) INCHES OF SOIL SHALL BE TILLED AND TWO (2) INCHES OF COMPOSTED MATERIAL SHALL BE FULLY INCORPORATED INTO THE TILLED SOIL; OR TO SPECIFICATIONS AS OTHERWISE PROVIDED IN THE STORMWATER MANAGEMENT MANUAL OF WESTERN WASHINGTON, DEPARTMENT OF ECOLOGY, DATED AUGUST 2012, OR AS SUBSEQUENTLY AMENDED. COMPACTION OF LANDSCAPING AREAS FROM VEHICLES AND HEAVY EQUIPMENT SHALL BE AVOIDED AFTER TILLING. 8. ALL BEDS TO RECEIVE A MINIMUM DEPTH OF 3" OF MEDIUM BARK MULCH. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS, 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. FINISH GRADE AT — 4:1 SLOPE MAXIMUM 2% SLOPE MINIMUM CURB PER CIVIL - DRAWINGS (WALK SIMILAR) 1" MAX. 2" MULCH LAYER TOPSOIL AS SPECIFIED FINISH GRADE AT 3:1 SLOPE MAXIMUM 10:1 SLOPE MINIMUM PREPARED SUBGRADE 1" MAX. CLEAR SIDEWALK LANK OONDff10NWAXm (CURB SIMILAR) PLANTER SECTION DETAIL NOT TO SCALE 3x THE ROOTBALL DIAMETER SHRUB - PRUNE AS DIRECTED BY LANDSCAPE ARCHITECT HOLD MULCH FROM STEM MULCH LAYER 4" SAUCER FOR WATERING �a BACKFILL. SEE SOIL SPECIFICATIONS SCARIFY ROOTBALL ON CONTAINER MATERIAL. REMOVE TOP 1 /3 OF BURLAP ON B&B MATERIAL DUST ROOT BALL WITH ROOT GROWTH HORMONE ! NOTE: APPLY ADDITIONAL 4 OZ. 8-32-16 FERTILIZER INTO TOP 2" OF PLANTING MIX. PLANT SHRUB HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY FROM ROOTBALL. ROUGHEN ALL SURFACES OF PIT. SHRUB PLANTING DETAIL NOT TO SCALE `--ORANGE FENCE 2'x4'x5' CEDAR TRIM PIECE 8I2 x 3" FLT. HD. SCREWS METAL WIRING ATTACHED TO METAL POST WOULD BE SUFFICIENT ALTERNATIVE DETAIL � .]S1 - J. TREE GRA Sl0a .9E URBAN ACCESSORIES MODEL KIVA 3'x3' OR EOUNALENT. TREE GRATE FRAME. SHALL BE URBAN ACCESSORIES MODEL TYPE 'S" OR EQUIVALENT 2. SLOTS IN GRATE SHALL BE NO GREATER THAN 1/2" IN ONE DIRECTION]' I , . 3. HODS>-(. ORS ROUND)'. SHALL BV NIO GREATER THAN,' 1 /2' IN DIAMETER. 4. WITH ELONGATED' -OPENINGS. LONG DIMENSIONS SHOULD BE PERPENDICULAR TO THE DOMIt"T, DIRECTION OF TRAVEL. 5-ROOT BARRIER SHALL BE 24� DtE0 AND SHALL BE MADE OF B10-BARRIER TRIFLURALIN, AS ROOT] CONTROL CHEMWAL OR APPROvEO 6. BACKER'+" GRJ1Df SF�A[>v NOT BE HIGHER THAN THE TREE ROOT FLARE. ROOT FLARE SHALL BE SET 3' BELOW- THE TOP OF GRATE DECIDUOUS TREE PLANTING TREE GL1ARG ;OPTIONAL? CONCRETE PAVEMENT, IF HARDPAN, NATIVE SOIL, MUST BE SCARIFIED, t 3' FINISH GRADE dSNiCRETir PAVEMENT L REI&E ROOT BALL WRAP OR WIRE ' BASKE'T. 24" i3i APPROVED ROOT BARRIER MATERIAL *RAPPED ENTIRELY AROUND SIDES OF PLANT PI' __ .... SEE NOTE 5 SEE NOTE' C COMPACT St;B.;RADE' TO 95% (TYP) BACKFILL S01� 12" DEPTH UGNTLY' COWVAC1 3—WAY PLANTING : SOIt, l LREDATE CITY OF EDMON S TREE GRATE ,9 PUBLIC WORK RD DEPARTMEN lAPPROVEDBY- R. ENGLISH 51 IL POST 10'-O' P05T TREE PRESERVATION NOTES 1. THE CRITICAL ROOT ZONE OF PROTECTED TREES SHALL BE MARKED PRIOR TO CLEARING AND GRADING ACTIVITIES. 2. 3" OF COMPOSTED WOODCHIPS SHALL BE PLACED WITHIN THE FENCED AREAS OF ALL RETAINED TREES. 3. TREE PROTECTION FENCING SHALL BE PURCHASED IN CONTINUOUS ROLLS AND CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FENCING SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST WITH MIN. 6" OVERLAP, AND SECURELY FASTEN BOTH ENDS TO THE POST. 4. THE TREE PROTECTION FENCE SHALL BE INSTALLED AND MAINTAINED AT THE CRITICAL ROOT ZONE FOR ALL PROTECTED TREES. FENCING SHALL COMPLETELY .ARGEMENT SURROUND THE REQUIRED TREE PROTECTION AREA. FENCING SHALL REMAIN IN PLACE UNTIL THE GOVERNING JURISDICTION AUTHORIZES THE REMOVAL OR ISSUES A FINAL CERTIFICATE OF OCCUPANCY, WHICHEVER OCCURS FIRST. 5. TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBANCE ACTIVITIES. 6. NO STORAGE OF MATERIALS OR EQUIPMENT WITHIN THE CRITICAL ROOT ZONE IS ALLOWED. DURING DEVELOPMENT, NO PERSON SHALL ATTACH ANY OBJECT TO ANY DESIGNATED FOR PROTECTION. 7. REPLACE/REPAIR PROTECTIVE FENCING AS REQUIRED. EXT'G GRADE 8. GRADE SHALL NOT BE FILLED OR CUT WITHIN THE CRITICAL ROOT ZONE OF ANY TREE DESIGNATED TO REMAIN WITHOUT PRIOR REVIEW BY THE GOVERNING JURISDICTION'S QUALIFIED TREE PROTECTION PROFESSIONAL AND ADVANCE WRITTEN APPROVAL FROM THE DIRECTOR. IN CIRCUMSTANCES WHERE GRADING IS TO OCCUR, IT IS RECOMMENDED THAT A CERTIFIED ARBORIST BE PRESENT AT THE TIME THAT GRADING OCCURS. 9. TO THE GREATEST EXTENT PRACTICAL, UTILITY TRENCHES SHALL BE LOCATED COMPACTED OR OUTSIDE OF THE ROOT PROTECTION ZONE OF TREES TO BE RETAINED. BORING OR EXISTING SUBGRADE TUNNELING WITHIN THE PROTECTED ARE MAY BE CONSIDERED AN ALTERNATIVE, BUT SHALL REQUIRED THE ADVANCE, WRITTEN APPROVAL OF THE DIRECTOR_ 10. TREES AND OTHER VEGETATION TO BE RETAINED SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION. TREE PROTECTION DETAIL NOT TO SCALE Ln z m z Z CD o a o U o U N a a W Of o c ui c 0 cWn I= Ck: w N N ZN STATE OF WASHINGTO E S E E LAN C CT JE M. VA LEY CERTIFICATE No. 774 _ o V L m 3E • fl. CL q . > 1p CDCL UI H _ 0 J •o tin .r c _R m O > t � W > J c F_ Z W J o - J Q W W W 0 W W � U W Cn W Z VJ J 4--r N r N JOB NUMBER: DRAWING NAME: DESIGNER: JMV DRAFTING BY: JMV DATE: 8.10.22 SCALE: AS SHOWN JURISDICTION: EDMONDS L�3 SHEET 3of3