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HomeMy WebLinkAboutPlanning 2021-03-25 COMPLETE AGENDA PACKETCity of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director CHAIR LOUSIE STRANDER; VICE -CHAIR KAREN SIMMONS; COMMISSIONERS DENNIS MARTINEZ, SHARON MANN, DIXIE STARK, AND ANDREA REAY CITY OF TUKWILA BOARD OF ARCHITECTURAL REVIEW PUBLIC HEARING VIRTUAL MEETING VIA MICROSOFT TEAMS MARCH 25, 2021 - 6:30 PM To Participate in the Virtual Meeting at 6:30 pm: By Phone: Dial +1 253-292-9750 Access Code 792 434 150# Online:To join the meeting online click here Click here to join the meeting FOR TECHNICAL SUPPORT DURING THE MEETING YOU MAY CALL 1-206-433-7155. I. CALL TO ORDER II. ATTENDANCE III. CASE NUMBER: L20-0059 PURPOSE: Design review hearing to construct a commercial storage building with associated roads, utilities, and half -street frontage improvements along S 143rd Street and S 143rd Place. LOCATION: 14300 Interurban Ave S IV. DIRECTOR'S REPORT V. ADJOURN Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Staff Report to the Board of Architectural Review Brixx Development Self -Storage Project Hearing Date: March 25, 2021 File Number: L20-0059 Staff Report Associated Permits: E20-0008 - SEPA L20-0024 - Special Permission: Parking Determination L20-0017 - Lot Consolidation Applicant: Brett McDonough, Brixx Development Request: Construct a commercial storage building with associated roads, utilities, and half -street frontage improvements along S 143rd Street and S 143rd Place. Location: Address: 14300 Interurban Ave 5 Tukwila, WA Parcel Numbers: 336590-1655, -1680, -1685, 1690; and 000280-0007 Comp Plan and Zoning Designation: Commercial/Light Industrial (CLI) Environmental Review: Determination of Non -Significance provided March 11, 2021. Public Notice: Public Comment: Notice of Application was posted on site and mailed to surrounding property owners, tenants, and agencies with jurisdiction on October 1, 2020. Notice of BAR public hearing was posted onsite and mailed to property owners and tenants within 500 feet of the property and agencies with jurisdiction on March 11, 2020. Comments concerning traffic and floodplain impacts were received from neighboring property owner Stan Snow on October 10, 2020, and addressed as part of SEPA permit E20-0008. Recommendation: Staff recommends approval of L20-0059 Design Review with conditions. Staff Contact: Max Baker, Senior Planner Attachments: A. Proposed Project Planset Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98I88 • 206-433-1800 • Website: TukwilaWA.gov 1 L20-0059 Staff Report FINDINGS PROJECT BACKGROUND Page 2 of 14 The applicant is proposing to construct a commercial storage building with associated roads, utilities, and half street frontage improvements along S 143rd Street and S 143rd Place. The project will be completed with a new parking lot, site lighting, storm drainage, and landscaping. Preparation for this site will include the demolition of existing structures. ZONING The site is located within the Commercial Light Industrial (CLI) zoning district. Adjacent properties to the north, south, and east are also zoned CLI. The properties to the west across Interurban Ave S are zoned Regional Commercial Mixed -Use (RCM). Fig. 1: Site and Surrounding Zoning EXISTING CONDITIONS The site currently consists of five parcels containing two single family structures and a contractor storage yard. These structures and uses will be removed and/or demolished as part of the proposed project. Most vegetation will be removed prior to construction; revegetation is proposed as part of the development in accordance with Tukwila Municipal Code landscaping standards. Small areas of Class 2 steep slopes exist within the site. No wetlands, streams, or associated buffers are located on the site. A portion of the FEMA designated floodplain encroaches into the site along S 143rd St., the project will need to attain a Flood Control District permit per the SEPA (E20-0008) determination. 2 L20-0059 Staff Report Page 3 of 14 Fig. 2: Sensitive Areas Map (satellite image not accurate) Property Layers Parcels El Envi ronme rtal ly_Sensrtive_Areas Wetlands . Category II . Category III • Category IV Landslide ❑ Class 2 - Moderate . Class 3 -High • Class 4 -Very High ❑ Further Study Needed Floodway Floodplain SeismicHaaardAreas MineHa=_ardAreas • Fig. 3: Existing site conditions. 3 L20-0059 Staff Report Page 4 of 14 DEVELOPMENT STANDARDS — Commercial/Light Industrial (CLI) The following development standards apply to projects within the CLI zoning district; project compliance follows each standard: • Setbacks, minimum: • Front: 25' - Complies • Second Front(s): 12.5' — Complies • Sides: 5' — Complies • Rear: 10' — Not applicable • Height, maximum: 4 stories or 45' — Complies. Proposed building 3 stories and 36' in height. • Off Street Parking: A separate parking determination was provided by the Director as part of permit L20- 0024, 26 stalls to be provided. • Landscaping: • Front: 15' — Complies • Second Front: 15' — Complies. See design review criteria 3.e. below for more information. • Side: 6' — Complies • Rear: 6' — Not applicable • Parking Lot Landscaping: 15' per stall adjacent to street; 10' per stall if parking is placed behind building — Complies. ■ 26 parking stalls proposed require 290 square feet (sf) of interior landscaping; 625 sf provided — Complies. DESIGN REVIEW This project is subject to Board of Architectural (BAR) design approval under the Design Review Section of the Commercial/Light Industrial Development Standards (TMC 18.30.070). The project is subject to design criteria included in Chapter 18.60.050.B. Commercial and Light Industrial Design Review Criteria is separated into five sections. Within each section are a number of criteria covering such issues as pedestrian and vehicular circulation, architectural relationships, building design, and landscaping. Design Review Criteria explain requirements for development proposals. They are the decision criteria by which the Board of Architectural Review will decide whether to approve, condition or deny a project. 1. RELATIONSHIP OF STRUCTURE TO SITE a. The site should be planned to accomplish a desirable transition with streetscape and to provide for adequate landscaping and pedestrian movement: The project will provide a direct pedestrian connection from Interurban Ave S to the main building entrance. A 6' sidewalk will run the length of the property along S 143rdst PI and S 143rd St, connecting to an interior sidewalk that will provide safe, ADA compliant, access to the north, west, and east building entrances. A large landscaping area consisting of 12.5' of Type I landscaping, grass groundcover areas, and additional shrubs screening the building foundation is provided along Interurban Ave S. Four additional street trees will also be installed. 4 L20-0059 Staff Report Page 5 of 14 Eight street trees consisting of two different species (Red Cascade Mountain Ash and Western Red Cedar) are proposed along S 143rd PI. Fifteen street trees consisting of two different species (Apollo Sugar Maple, and Western Red Cedar) are proposed along S 143rd PI. b. Parking and service areas should be located, designed and screened to moderate the visual impact of large paved areas: The proposed project's site design and landscaping effectively conceals the parking areas. A large portion of the parking is located on the eastern portion of the site and screened by the main building to the west and the accessory storage building to the east. Parking and loading areas are also screened with perimeter landscaping to help reduce visual impact. c. The height and scale of each building should be considered in relation to the site: Per TMC 18.30, the maximum height in the CLI district is four stories or 45'; the proposed building will be no more than three stories and 36' tall at any given point. The length of the structure along Interurban Ave S is approximately 150' (Fig. 4). This is a consistent scale with other developments in the area; for reference, 14675 Interurban Ave S is a three story, 230' long office building (Fig. 5), and the A&B Properties industrial park at 14570 Interurban contains structures ranging from one to two stories in height and 70' to 200' in length (Fig. 6). MAIN BLDG - SOUTH ELEVATION tris" = r -o• 150' Fig. 4: Proposed structure looking from Interurban Ave S. Fig. 5: 14675 Interurban Ave S. 36' 10" 'EVEL3 117± LEVEL1- GND. D' S 100' L20-0059 Staff Report Page 6 of 14 Fig. 6: A&B Properties, 14570 Interurban Ave S 2. RELATIONSHIP OF STRUCTURE AND SITE TO ADJOINING AREA a. Harmony of texture, lines and masses is encouraged: The mass and scale of the building are consistent with the surrounding commercial area. The building lines and masses of neighboring structures are similar to those of the proposed storage building, and properties within this area largely contain two to three story office, warehouse, and light industrial buildings (Fig. 7). Fig. 7: Project site and surrounding development. 6 L20-0059 Staff Report Page 7 of 14 b. Appropriate landscape transition to adjoining properties should be provided: A 6' side yard landscaping area of Type II landscaping consisting of Princeton Sentry Ginkgo trees, Emerald Green Arborvitae, and Emerald Carpet Manzanita is provided between the project site and the neighboring property to the east. c. Public buildings and structures should be consistent with the established neighborhood character: The proposed project is consistent with the established neighborhood character; the surrounding neighborhood is largely a mixture of office, warehouse, and light industrial buildings. The CLI district is intended to provide for areas characterized by a mix of commercial, office, or light industrial uses. The standards are intended to promote viable and attractive commercial and industrial areas. The proposed structure's use, "Self -Storage Facility", is permitted outright in this zone. d. Compatibility of vehicular pedestrian circulation patterns and loading facilities in terms of safety, efficiency and convenience should be encouraged: Vehicular circulation patterns are designed for safety, efficiency, and convenience. Two curb cuts are provided along S 143rd St to provide access into each parking area with an additional curb cut provided along S 143' PI for additional ingress/egress to the rear loading area. The majority of the parking area is to the rear of the building and away from busier sidewalks along Interurban Ave S. The main access point into the building for pedestrians is located away from drive aisles to limit conflicts with auto traffic. e. Compatibility of on-site vehicular circulation with street circulation should be encouraged: Vehicle access into the site is provided at three points, see below. Access to the main loading area is set to the east away from the intersections of Interurban Ave S to reduce potential vehicular conflicts, see Fig. 8. 7 L20-0059 Staff Report Page 8 of 14 Fig. 8: Site circulation patterns; vehicle access point in red, pedestrian access in blue. 3. LANDSCAPING AND SITE TREATMENT. a. Where existing topographic patterns contribute to beauty and utility of a development, they should be recognized, preserved and enhanced: The site is mostly flat throughout, with small areas of Class 2 steep slopes. No significant changes are proposed to topography. b. Grades of walks, parking spaces, terraces and other paved areas should promote safety, and provide an inviting and stable appearance: The site is mostly flat throughout, and no significant changes are proposed to topography. Grades of walkways within site meet ADA standards. c. Landscape treatment should enhance architectural features, strengthen vistas and important axis, and provide shade: The proposed landscaping enhances architectural futures, including the outdoor courtyard at the landing of the western slope. Street and perimeter landscaping trees screen views of blank walls, while new street trees and interior parking landscaping provide shade for users onsite. L20-0059 Staff Report Page 9 of 14 d. In locations where plants will be susceptible to injury by pedestrian or motor traffic, mitigating steps should be taken: Plants in the parking lots will be protected by concrete curbs or low walls. Trees and shrubs/groundcover along Interurban Ave S will be buffered by grass to provide additional distance between the street and sidewalk. e. Where building sites limit planting, the placement of trees or shrubs in paved areas is encouraged: The site fronts three streets, increasing the setback area overall and reducing the amount of developable area. As a result, the 5' wide pedestrian access into the site from S 143rd St and the public sidewalk provided along S 143' PI is located within the required 15' landscaping areas. To continue to meet the requirements for overall landscaping area, the project will cluster the amount of landscaping compromised by the pedestrian access, approximately 1,400 sf, and locate it elsewhere on site. Approximately 12,000 sf of additional landscaping area has been provided as a result (Fig. 9). The requirements for Type I landscaping within the remaining 10' wide landscaping area will still be met otherwise. f. Fig. 9: Landscaping areas impacted by sidewalks (blue), additional landscaping provided (green). Screening of service yards and other places that tend to be unsightly should be accomplished by use of walls, fencing, planting or combination: Waste receptacles are located entirely within the main building. The rear parking and loading area is screened from public streets and neighboring properties by both the main and accessory building as well as perimeter landscaping. The front parking area is set back from Interurban Ave S and screened with landscaping. 9 L20-0059 Staff Report Page 10 of 14 g. In areas where general planting will not prosper, other materials such as fences, walls and pavings of wood, brick, stone or gravel may be used: No alternative materials are proposed to meet landscaping requirements. h. Exterior lighting, when used, should enhance the building design and the adjoining landscape. Lighting standards and fixtures should be of a design and size compatible with the building and adjacent area. Lighting should be shielded and restrained in design. Excessive brightness and brilliant colors should be avoided: Light fixtures are of a modern design and meant to match the overall theme of the structure (see sheet E6.1 of Attachment A for models). All fixtures are located to limit offsite impacts, and those along the north, south, and east property lines will be shielded to further reduce spillover into neighboring sites (see sheet E1.1 of Attachment A for photometric plan). 4. BUILDING DESIGN a. Architectural style is not restricted; evaluation of a project should be based on quality of its design and relationship to its surroundings: The building is a contemporary design that is meant to reflect the northwest aesthetic by incorporating wood and metal elements. The proposed design implements quality materials such as metal panels, manufactured wood material, and concealed fasteners to enhance horizontal and vertical lines. The new structure and site improvements bring the site up to current infrastructure and building codes and will provide frontage improvements along S 143rd PI and S 143rd St which currently have none. b. Buildings should be to appropriate scale and in harmony with permanent neighboring developments: The height, lot coverage, and setbacks meet basic developments standards, as well as fit in with the character of the neighborhood (see criteria 1.c for examples). c. Building components such as windows, doors, eaves, and parapets should have good proportions and relationship to one another. Building components and ancillary parts shall be consistent with anticipated life of the structure: The windows of the proposed building are designed and located to both take advantage of natural light while also conserving energy. They are consistently spaced throughout the design, being provided in sections along the elevation which are broken up by blank walls that will be screened by vegetated areas. L20-0059 Staff Report Page 11 of 14 Fig. 10: Building rendering showing windows facing southwest. d. Colors should be harmonious, with bright or brilliant colors used only for accent: The proposed structure utilizes a combination of materials and colors reminiscent of the Pacific Northwest; cedar -toned and black wood siding along the sections of blank walls, lighter metal paneling around the window areas, and dark bronze/black window frames throughout. Bright colors will only be employed in the form of yellow garage doors facing the interior of the loading area (see sheet A.500 of Attachment A for materials and colors board). e. Mechanical equipment or other utility hardware on roof, ground or buildings should be screened from view: Mechanical or utility hardware on roof will be screened by parapets. f. Exterior lighting should be part of the architectural concept. Fixtures, standards, and all exposed accessories should be harmonious with building design: Exterior lighting has been designed to match modern aesthetic of structure and located to highlight the modulation of the building (see sheet E6.1 of Attachment A for models). Fig. 11: Exterior Site Lighting Examples g. Monotony of design in single or multiple building projects should be avoided. Variety of detail, form and siting should be used to provide visual interest: The proposed structure provides visual interest in various ways. Horizontal modulation has been provided through materials and color changes between the first and upper floors as well as overhangs at the top of 11 L20-0059 Staff Report Page 12 of 14 windowed sections. Vertical modulation has been provided along the western elevation by employing deviations in the building face between the windowed and non -windowed areas along Interurban Ave S (see Fig. 12). Southwestern facing windows also provide natural lighting into the space and transparency along the streetscape while simultaneously reducing exterior views of the storage units inside. Fig. 12: Vertical modulation of windowed and non -windowed sections along Interurban Ave S. 5. MISCELLANEOUS STRUCTURES AND STREET FURNITURE. a. Miscellaneous structures and street furniture should be designed to be part of the architectural concept of design and landscape. Materials should be compatible with buildings, scale should be appropriate, colors should be in harmony with buildings and surroundings, and proportions should be to scale. A fence and gate system is proposed for the loading area to the east of the building. Decorative fences will be utilized along S 143rd PI and S 143rd St and a chain link fence along the eastern property boundary (see sheet A.001 of Attachment A for exact location of proposed fences). These fences will be painted black to match the windows frames utilized throughout the building. No street furniture is proposed. 6' TALL DECORATIVE SECURITY FENCING 6' TALL SITE OBSCURING VINYL COATED CHAIN LINK FENCING 6' TALL VINYL COATED CHAIN LINK FENCING Fig. 13: Proposed fence system. b. Lighting in connection with miscellaneous structures and street furniture should meet the guidelines applicable to site, landscape and buildings: Lighting is designed to highlight accents of the proposed building. Lighting is also designed to provide safety surrounding the building, as well as for accessing the accessory storage building at the southeast corner of the site. OUTSTANDING TECHNICAL REVIEW CONSIDERATIONS —These will be addressed during building permit review. Fire Department Review • When BLA L20-0017 is recorded, the assigned address for the property will be: 12 L20-0059 Staff Report Page 13 of 14 o 6221 S 143 ST TUKWILA WA 98168 • An additional Fire hydrant may be required on the property. This will be confirmed in later permit reviews. • Fire permitting requirements are located in the Fire Development Services section of the Fire Marshal's Office website: https://www.tukwilawa.gov/departments/fire/fire-marshals-office/fire-development- services Public Works Department Review • Applicant shall apply for a separate demo permit with utility capping and/or septic abandonment. • Notice of Intent (NOI) required from DOE -Construction Storm Water permit shall be obtained. CONCLUSION Commercial and Light Industrial Design Review Criteria Relationship of Structure to Site • The project provides a desirable transition between the site and the streetscapes of Interurban Ave S, S 143rd St, and S 143rd Pl. • Drive aisles, landscaping, and sidewalks work to separate pedestrians from vehicles onsite. • The height and scale are appropriate for the site and the Commercial/Light Industrial (CLI) district. Relationship of Structure and Site to Adjoining Area • The site design provides an easily understood arrangement of structures, landscaping, and circulation. • Proposed landscaping on all sides of the building helps to soften the built environment, provides screening, and is consistent with TMC requirements for the CLI district. • Vehicle and pedestrian circulation is compatible with surrounding area. • ADA compliant pathways are provided throughout the site. Landscaping and Site Treatment • Perimeter and parking lot landscaping amounts are in compliance with the relevant Tukwila Municipal Code standards. • Proposed plant species, siting, and spacing meet the requirements set forth in TMC 18.52: Landscaping. • The perimeter landscaping follows a coherent design concept, which will soften the impact of the development on surrounding properties and provide visual interest along the streetscapes. Building Design • Structure height, length, and setback requirements are in compliance with the CLI district development standards. • Rooftop mechanical equipment is adequately screened from streets and neighboring properties. • The color palette features neutral colors with accent colors that are appropriate to their intended use and location. Materials are varied between siding, windows, and the loading area while keeping the visual impact on surrounding properties to a minimum. • The design of windows and entrance canopies along the Interurban Ave S elevation provide visual interest for the storage building and adequately emphasize the location of main building entrance. Miscellaneous Structures and Street Furniture • A combination of black decorative and chain link fencing will be installed to secure and screen loading area at rear of building. 13 L20-0059 Staff Report Page 14 of 14 • Lighting is proposed to provide safe pathways to/from building within parking area without creating offsite impacts. RECOMMENDATIONS Staff recommends approval of the Design Review application with no conditions. INFORMATIONAL ITEMS Development Permit and/or Public Works permit may not be issued until Lot Consolidation Permit is recorded with King County. Permanent wall and monument signs will need to be approved through a separate City of Tukwila Sign Permit application. 14 s 14141 sv )ster-Tukwila Presbyterian \ Temporarily closed Riverside Casino 9 7 -Eleven 9 S 142nd SI Tukwila Towing 9 S 144th St S 147th St CI Sapphire9 58th4res 3t 9 Galliano's Cucina PROJECT LOCATION 5143rdsl 2 • 14300 Interurban Avenue South Purcell Painting 12, & Coatings Amara Pointe 9 Bravo Environmental 9 Academy Schools 9 Teamsters Local 117 9 Google Republic Services 9 9 Jaymarc AV Renton Concreted', Recyclers 351P kdsw Stack Ftiver Specialty Warehouse 9 Starfire Sports - Field 11 9 Fort Dent Park KP Corporation 9 UA Local 32 Plumbers V Pipe Fitters... ZONING ANALYSIS ZONING JURISDICTION: CITY OR COUNTY NAME ZONE CLI - COMMERCIAULIGHT INDUSTRIAL SETBACKS: FRONT 25ft SECOND FRONT 12.5 ft SIDES 5ft REAR 5ft HEIGHT MAX: 4 STORIES OR 4511 LANDSCAPE REQUIREMENTS: FRONTS 12.5ft SIDES 5 f REAR None •� • w•••w cIi'velapt 16 3D VIEW GENERAL NOTES THE THREE DIMENSIONAL VIEWS SHOWN IN THIS SET OF DRAWINGS ARE PROVIDED TO HELP EXPLAIN THE OVERALL CONCEPT AND INTENT OF THE BUILDING DESIGN AND ARE TO BE USED FOR REFERENCE ONLY. BIDDERS ARE NOT TO USE THESE VIEWS TO DETERMINE COMPONENT TYPES, OUANRITIES, ASSEMBLY METHODS OR ANY OTHER INFORMATION WHICH RELATE TO CONSTRUCTION COST. li 111 •' •'•••'r` cIi'velapt 18 Tukwila BRX Street View Illustration 19 20 .MC o o CZ 6 S133HSI 7VNr3I eNH33NON31 CL s 16[011 -r SW1/4, SE1/4, SEC. 14, TWP. 23 N., RGE. 4 E, W.M. TUKWILA SELF STORAGE CIVIL CONSTRUCTION PLANS LEGAL DESCRIPTION PARCEL A: LOTS 1, 2 AND 3 AND THE WEST 30 FEET OF LOT 4, ALL /N BLOCK 17, HILLMAN'S SEATTLE GARDEN MOTS ACCORDING 70 711E PLAT THEREOF RECORDED /N VOLUME 11 OF PLATS PAGE 24, IN KING COUNTY, WASHINGTON. PARCEL B1 111E EAST 10 FEET 05 LOT 4 AND ALL OF LOT 5 BLOCK 17, HILLMAN'S SEA7 7.E GARDEN TRACTS ACCORD/NG 70 NE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS PAGE 24, IN KING COUNTY, WASHINGTON,' EXCEPT 171E NORD/ 179 FEET THEREOF. PARCEL C. THE NORTH 119 FEET OF LOT 5 AND THE NORTH 119 FEET OF THE EAST 1011L 1 OF LOT 4, BLOCK 17, HILLMAN'S SEATTLE GARDEN TRACTS 107. 11, PGS 24, IN KING COUNTY, WASHINGTON. PARCEL L075 6 AND Z BLOCK 17, HILLMAN'S SEATTLE GARDEN 7RAC1S ACCORDING 70 THE PLAT ?HEREOF RECORDED /N VOLUME 11 OR PLATS PACT 24, IN KING COUNTY, WASHINGTON PARCEL E THAT POR1708 OF THE PUGET SOUND ELEC711IC RAILROAD RIGHT—OF—WAY /N THE SOUP/EAST PUARIER 05 SODOM 14, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KM COUNTY, WA5//NCTON, BOUNDED ON THE NORDT/EAST BY MAULS AVENUE, ON THE S0U77MEST BY 5T 181, ON THE 501171/EAST BY RIGHT—OF—WAY NUMBER 4 AND ON 771E NOR71/14EST BY RIGHT—OF—WAY NUMBER 5 BOTH RIGHTS—OF—WAY AS DESCRIBED IN KING COUNTY RECORD/NG NUMBER 6557639; EXCEPT T11E WESTERLY 20.00 FEET CONVEYED TO 171E CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NUMBER 200502/000/4967 /0GE711ER W1771 THAT PORRLN OF VACATED MAULE AVENUE LYING 55711EEN THE FOLLOWING DESCRIBED LINES AS CONVEYED BY REWS£D WIT CYAIM DEED RECORDED UNDER RECORDING NUMBER 20051212000780; A UNE BEGINNING FROM THE MOST NORTHWESTERLY CORNER OF LOT 1, BLOCK 17, HILLMANS SEATTLE GARDEN 1744015 THENCE SOUTH 487829' WEST, ON A RADIAL UNE TO SAID RICHT OF WAY, 2000 FEET TO 7716 SOUTHEAST CORNER OR RIGHT—OF—WA NUMBER 5, AS DESCRIBED /N KING COUNTY RECORDING NUMBER 6557639; AN0 A LINE BEGINNING AT THE NORTHEAST CORNER OF RIOT—OF—WAY NUMBER 4, AS DESCRIBED /N KING COUNTY RECORDING NUMBER 6557639; ]HENCE DEARING NORTH 54' 13'/2" EAST, 2000 FEET, 70 INTER2-07 711E EAST RIGHT OF WAY OF MAULE AVENUE SOL/711 DATUM NAVD88—PER CITY OR 3547715 CONTROL BASIS OF BEAR/NGS N3828"57 W BETWEEN TWO MONUMENTS FOUND AT 77/5 CEN7ERUNE OF INTERURBAN AVENUE 5 — NAD83/91 NORD/ ZONE BENCHMARK CITY OF 5EAT7CE 937-901 BRASS P/N /N 2" PIPE /N CASE AT THE INTERSECTION OF S 14477/ ST AND 5977/ AVE ELE7A770N = 17418 REFERENCES 1. HORTON DENNIS & ASSOCIATES RECORD OF SURVEY, RECORDED JANUARY 5771 1984 /N BOOK 38 OF SURVEYS, PAGE 786, UNDER KING' COUNTY RECORDING NUMBER 8401059003. 2 RECORD OF SURVEY, RECORDED MARCH 97H, 1984, IN BOO' 39 OF SURVEYS PAG' 112, UNDER KING COUNTY RECORD/NG NUMBER 8403099004. J HILLMANS .SEATTLE GARDEN TRACTS RECORDED /N VOLUME 11 OR PLATS PAGE 24, UNDER KING COUNTY RECORD/NG NUMBER 19031130281147 TUKWILA, WA PROPERTY INFORMATION PARCEL NUMBER/ 336590-1665, —1680, —1690 000280-007 SITE ADDRESS 14300 INTERURBAN AVE S 71/1(11I1A, WA 98168 Sl7E AREA: i81,028 SF (81.86 ACRES) OWNER/APPLICANT BRIXX DEVELOPMENT 7084 E 2300 ST 00170NW00D, UT 84121 CONTACT BRETT McDONO/GIH PHONE.' (801) 792-1540 CIVIL ENG/NEER/SURVEYOR LANDSCAPE ARCHITECT CORE DESIGN, INC 12100 NE 1957/1 ST SU/TE 300 BOIHEL4 WA 98011 CONTACT PRESTON J. LONCON7, P.E. (ENGINEER) 00NTACT. KEN W. SHIPLEY, PL.5 (SURVEYOR) PHONE (425) 885-7877 ARCHITECT D/"VELEPT DESIGN 454 N 600W SALT LAKE CITY, UT 84116 CONTACT JARO1 HALL, A.I.A. PHONE (801) 680-4485 GEOTECH TERRACON CONSTULTANT5 INC 21905 64771 AVE W, SUITE 100 MO/N71AKE TERRACE; WA 98043 CONTACT ZACHARY KO HN, P.E. PHONE (425) 697-1131 SHEET INDEX 1 01.01 2 01.02 3 01.03 4 C2.01 5 C3.01 6 C4.01 7 04.02 8 04.21 9 C4.31 10 C4.32 11 04.33 12 C5.01 13 62.01 14 62.31 15 63.01 16 63.02 17 63.31 COVER SHEET ALTA/NSPS LAND 7777E SURVEY SITE PLAN EROSION CONTROL PLAN ROAD & GRAD/NG PLAN STORM DRAINAGE PLAN OFFSITE STORM DRAINAGE PLAN & PROFILE ROAD & STORM DRAINAGE PROFILES S/OPOD 1 AND 2 DETAILS WATER QUAL/TY VAULT DETAILS WATER QUALITY VAULT DETAILS SEWER & WATER PLAN LANDSCAPE PLAN LANDSCAPE DETA/LS & NO7ES /RR/GA170N PLAN IRR/GA170N SCHEDULES & NOTES /RR/GA NON DETA/LS Q VICINITY MAP i' = tsoc UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU 0/G/ 1-800-424-5555 (811) /7 72 SEE STAMP DATE DESIGNED PRESTON ✓. LONDON,, P.E. MARY MOORE z 3 a 11 APPROVED PRESTON 1 wax P.E. GARY SHARNBRO/CH, P.E. PROJECT MANAGER SHEET C1"01 1 OF 17 PROJECT NUMBER 19173 N 21 22 1/29/2021 1a 17 AY 2 120191191721ENGINEERING FINAL SW1/4, SE1/4, SEC. 14, TWP. 23 N., RGE. 4 E., W.M. TABLEA OPT/ONS 2. ADDRESSES OF THE SURVEYED PROPERTY ARE SHOWN HEREON. 3. FLOOD ZONE DESIGNATION = X (AREA DETERMINED TO BE OUTSIDE OF 500 -YEAR FLOOD PLAIN) AND AE (SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100 -YEAR FLOOD), ACCORDING TO FLOOD INSURANCE RATE MAP, ("FIRM") NO. 5303300957 COMMUNITY NO. 530091,01IKWLA) PANEL N0. 957, SUFFIX F, EFFECTIVE MAY 18 1995 KING 0001102 WASHINGTON, AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY ("FEMA"). SURVEYED PROPERTY LIES ABOVE BASE FLOOD ELEVATION WTEIN ZONE AE. 4. PROPERTY AREA: 80,430 L SQUARE FEET (1.8464 + ACRES) 5. VERTICAL RELIEF 15 SHOWN HEREON. SOURCE INFORMATION 15 FROM A GROUND SURVEY. THE CONTOUR INTERVAL, VERTICAL DATUM AND ORIGINARNG BENCHMARK ARE SHOWN HEREON. 6(4). ZONING INFORMATION 15 PER CITY OF TUKWILA COMPREHENSIVE PLAN AND ZONING MAP, DATED DECEMBER. 2015. NO REPRESENTATION IS MADE FOR THE ACCURACY OR COMPLETENESS OF SAID THIRD PARTY INFORMATION, ZONING CLASSIFICATION: COMMERCIAL LIGHT INDUSTRIAL CURRENT MINIMUM BUILDING SETBACKS: 25 FEET FRONT; 5 FEET REAR; 5 FEET 010E, MINIMUM PER THE TUKWILA MUNICIPAL CODE 18.30. MAX. BUILDING HEIGHT = 4 STORIES OR 45 FEET. PARKING REQUIREMENTS: WAREHOUSE- I PER 2,000 SOFT USABLE FLOOR AREA OFFICE- 3 PER 1,000 SOFT USABLE FLOOR AREA RETAIL- 2.5 PER 1,000 SOF USABLE FLOOR AREA MANUFACTURING- 1 PER 1,000 SOFT USABLE FLOOR AREA 8. SUBSTANTIAL FEATURES AS OBSERVED IN THE FIELD ARE SHOWN HEREON. 11. THE LOCATION OF THE UTILITIES UPON OR SERVING THE SURVEYED PROPERTY ARE SHOWN HEREON. 13. NAMES OF ADJOINING OWNERS ACCORDING TO CURRENT TAX RECORDS ARE 51-109N HEREON. 14 THE DISTANCE TO THE NEAREST INTERSECTING STREET I5 SHOWN HEREON. 19. NO OFFSITE EASEMENTS OR SERVITUDES WERE DISCLOSED IN ANY DOCUMENTS. PRO0DED TO THE SURVEYOR. LEGEND Gni O dB • A 8 ocalfl 0 OECD FOUND MONUMENT (AS NO7ED) FOUND SURVEY MARKER (A5 NOTED) SEWER MANHOLE CATCH BASIN (TYPE 2) CATCH BASIN (TYPE 1) WATER MEIER WATER VALVE FIRE HYDRANT POWER METER U3LITY POLE 11000 POLE GUY ANCHOR STRAIN POLE POWER JUNCTION BOX GAS VALVE BOLLARD MAILBOX SIGN (A5 NOTED) DECIDUOUS TREE EVERGREEN TREE CEDAR DECIDUOUS OVERHEAD POWER UNE SEWER PIPE SP STORM PIPE -XX- FENCE UNE FR GAS PIPE WATER PIPE FACE OF VERTICAL CURB PROPERTY LINE COMMUNICATIONS PAINT CB 834E I"- RIM 62=22.49 8'01(E)IE=20.29- SSMH :243 RIM EL=22.64 12"DI(E)IE=10.39 12'DI(SE)IE=10.18 "11(1111)10.10.08 VAULT (UNKNOWN TYPE) STOP" CB 239 TYPE II 12 RIM EL=22.16. 8"D1(4)111=20.06- -8"CCNC(N)IE=20.06 r, • ROW 45 PER REC. N0. 6557639 (WIDTH VARIES) HELD LOT CORNER TO ESTA130541 NO PUBLIC DRAINAGE EASEMENT OF RECORD 0040 TOP RIM EL= 23.42 18"DI(SW)IE=2028 12"01(NE)I6=20.28' GB ::162 TYPE I RIM EL=2454 12DI(SE)IE=20.02 18"DI(N11)I6=19.69 CB :163 TYPE I RIM EL=24.89 21I(118)16=21.07 •"DI(SE)16=21.07 FOUND LEAD AND TACK IN 2 1/4" IRON PIPE. IN CASE (HELD FOR ROTATION) SCALE: 1" = 30' D 15 30 60 81 NO PARKING" S \ \ROW LINE 45 UNE PER REF. 1 '1%,.3 STATION 114430 PER REF. 1 .. \\ \ £ \\ \ \P CB 8164 TYPE RIM ELN -24 77 \\V 12"(NW)I11=21.31 12"01DI(S11 8-01 31 V3 \ \\ PARCEL E qP 6 MESON 14300 811ERU0BAN AYES \ Jy W18000280-0007 TYP I RIM EL=20.17 6'PVC(N)IE=18.02 8"C080(5)1E=17.67 12'1)1(016=17.27 r SURVEYORS NOTES 1. THIS "ALTA/NSPS LAND ATIE SURVEY" HAS BEEN PERFORMED IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS" AS ADOPTED BY THE AMERICAN LAND TIRE ASSOCIATION AND NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS. IN 2016. ALL 0RE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN ARE INSURANCE COMPANY COMMITMENT Na NCS-958539-WA1, DATED JULY 1, 2019. IN PREPARING THIS MAP, CORE DESIGN, INC. HAS CONDUCTED NO INDEPENDENT 0TLE SEARCH NOR IS CORE DESIGN, INC. AWARE OF ANY TILE ISSUES AFFECTING. THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED 8RST AMERICAN BRE INSURANCE COMPANY COMMITMENT. CORE DESIGN, INC. HAS REUED WHOLLY ON FIRST AMERICAN TITLE INSURANCE COMPANY'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN. INC. OUAUFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT 3. THIS PROPERTY HAS LEGAL ACCESS TO INTERURBAN AVENUE SOUTH, SOUTH 143RD STREET, AND SOUTH 143RD PLACE SHOWN HEREON AS PUBLIC RIGHT-OF-WAY. PHYSICAL ACCESS MAY BE LIMITED BY IMPROVEMENTS, OR LACK THEREOF. AS SHOWN ON THE SURVEY. 4. BUILDING LOCATION DIMENSIONS ARE AS MEASURED AT RIGHT ANGLES FROM PROPERTY LINE TO BUILDING CORNERS AT POSITIONS INDICATED. (24655 SH01% 01HERVASE.) 5: NO BUILDINGS OR P0RT0NS THEREOF ENCROACH OVER PROPERTY LINES, EASEMENTS, OR BUILDING SETBACK LINES UNLESS. SPECIFICALLY SHOWN ON THE SURVEY DRAWING. 6: BUILDINGS ARE OF WOOD -FRAME CONSTRUCTON, WF CONCRETE FOUNDATIONS. (UNLESS SHOWN OTHERWISE.) HEIGHTS OF BUILDINGS ARE MEASURED TO RIDGELIKE EXCLUDING CHIMNEY HEIGHTS. 8. CORE DESI611. INC. DID NOT LOCATE THE EXTENTS OF ANY UNDERGROUND FOUNDATIONS OR SLABS FOR THIS SURVEY 9. OLDIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS STEL ONLY THOSE 006317 WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTUTY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN A5 STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC 0ECORDS. CORE DESIGN, INC. ASSUMES NO LABILITY FOR THE ACCURACY OF PUBLIC RECORDS. 10. CORE DESIGN. INC. SURVEY CREWS DETECTED N0 OBSERVABLE EVIDENCE OF ANY CEMETERIES, RUBBISH 60,5, SLOUGHS, SPRINGS, FILLED-IN WELLS, CISTERNS, OR SEEP HOLES ON THE PROPERTY. 11. THERE ARE NO RAILROAD TRACKS ON 111E SITE OR ON PARCELS CONTIGUOUS TO THE SITE. 12. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON OCTOBER 29, 2019. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN OCTOBER OF 2019. 13. ALL DISTANCES ARE IN FEET. 14. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE SECOND ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF ME TRAVERSE MET 0R EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. DISTANCE MEASURING EQUIPMENT HAS BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' GUIDELINES. 15. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF THOSE PARTIES LISTED IN THE SURVEYOR'S CERTIFICATE. RIGHTS TO RELY ON OR USE TF116 SURVEY DO NOT EXTEND TO ANY UNNAMED PARTY WITHOUT EXPRESS RECERTIFICATION BY CORE DESIGN, INC. AND/01/ THE PROFESSIONAL LAND SURVEYOR WHOSE SEAL APPEARS HEREON. SS ROAD IMPROVEMENTS ENCROACH ON PROPERTY S 143RD STREET (P-D'H WAY) 6046 ;8223 TYPE II RIM EL=21.94 12"CMP(N)IE=17.17 6"CONC(5)IE=13.74 10' WATER EASEMENT PER 8E0. 60. 2005021000473. CB ::165 TYPE I RIM EL=25.33 12"01)48)16=2161 BENCHMARK CITY OF SEATTLE 930-901 BRASS PIN IN 2" PIPE IN CASE AT THE INTERSECTION OF S 144TH 5T AND 5916 AVE 5 ELEVATION = 17418 DATUM 449000 -PER CITY OF SEATTLE CONTROL 8'3 oe RIM EL=23.69 12"D1(51)IE=10.68 `12'DI(NW)I11=1058 \B FOUND LEAD AND TACK IN 2 1/4" IRON PIPE. IN CASE. (HELD FOR P05I706) 4\ N88 8840 "NO PARKING" 0 , ACCESS -E' 1 CB 8342 TYPE I \ RIM EL=19.42 12"DI(W)IE=18.19 CT0 OF 30' I CTR OF 26' F...„ TN, WIDE GATE I _WIDE GATE �I 2-\ 1 1 1 5Im rvH L PARCEL A d. IQAIOSON 14300 NIERUPBNI AYE 5 VACATED MAULE� S NU " -PER REC N0. 20051212 780 9.2 \TREE DRIPLINE (TYR) 10' PEWEE EASEMENT PER REC NO. 2005021000148188 8 X\ ENDUE TO THE \ T CO \ CITY OF TUKWILA \\ PER REC. N0. \ \ 20050210001490 \\ 81080.00 1-2(F02' 1,2468 \ \" 01* A=1'10'41" L=20.56 60 .4 ate \ itW . 96 Tr RIM EL=26.40 12"DI(58)16=23 \ \ON 910+73.45 P10ERREF. 1 ROW 44 PER REC. N0. 6557639 (WIDTH VARIES) I Gs FOUND 1 3/4" BRASS DISK 8/ PUNCH IN \/CONCRETE MEETONINUMENT DOWN 0.7 F `$ CASE. (HELD ROW 4.66' N OF MON PER REF. 2) ROAD IMPROVEMENTS ENCROACH ON PROPERTY 5 L RIM 10=23.47 4 01(6)16=15.44 6'DI(N)IE=11.12 B"DI(E)IE=11.11 12"DI(611)10=11.10 / 12"0101W)11=11.00 / FOUND 1 3/4" BRASS DISK W/ PUNCH IN ''CONCRETE MONUMENT. DOWN 0.75 FEET IN CASE. SSMH 8356 8.9 RIM EL=19.97 60)4)16=12:48 12"DI(E)IE=12.32 12"D(W)IE-12.22 8 SHED FENCE CORNER IS 5.1' 5 & 2.6' W OF PROPERTY CORNER 1P 336 ALUMINUM SIDED MOBILE STORAGE 004741N[R FENCE CORNER Is 0.7' W OFR WAREH3.8' E OUSE OF EAVEI 15PL IME6506 01. I8038} 590,1100 I TON'. 1 -STORY WOOD FRAME 401=E PND ROM W/YELLOW CAP MARKED CRONES 29537" 9 295 LHELD FOR POINT ON LINE E BETWEEN PLAT LOTS 7 AND 8 (PUL R GH aHP vL CWAY) LEGAL DESCRIPTION PARCEL A: LOTS 1, 2 AND 3 AND THE WEST 30 FEET OF LOT 4, ALL IN BLOCK 17, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 24. IN KING COUNTY, WASHINGTON. PARCEL B: THE EAST 10 FEET OF LOT 4 AND AIL OF LOT 5 BLOCK 17, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 24, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 119 FEET THEREOF. PARCEL 0: THE NORTH 119 FEET OF LOT 5 AND THE NORTH 119 FEET OF THE EAST 10 FEET OF LOT 4, BLOCK 17, HILLMAN'S SEATTLE GARDEN TRACTS, VOL 11, PGS. 24, IN KING COUNTY, WASHINGTON. PARCEL D: LOTS 6 AND 7, BLOCK 17, HIL6IAN'S SEATTLE GARDEN TRACTS, ACCORDING TO 111E PLAT THEREOF RECORDED IN VOLUME11 OF PLATS, PAGE 24, IN KING COUNTY, WASHINGTON. PARCEL 6: THAT PORTION OF THE PUGET SOUND ELECTRIC RAILROAD RIGHT-OF-WAY IN THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, BOUNDED ON ME NORTHEAST BY MAULS AVENUE, ON THE SOUTHWEST BY SR 181, ON THE SOUTHEAST BY RIGHT-OF-WAY NUMBER 4 AND ON THE NORTHWEST BY RICHT-OF-WAY NUMBER 5, BOTH RIGHTS-OF-WAY AS DESCRIBED IN KING COUNTY RECORDING NUMBER 6557639; EXCEPT THE WESTERLY 2000 FEET CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NUMBER 200502 10001490 TOGETHER 40111 THAT POR0ON OF VACATED MA2CE AVENUE LYING BETWEEN THE FOLLOWING DESCRIBED UNES, AS CONVEYED BY REVISED QUIT CLAIM DEED RECORDED UNDER RECORDING NUMBER 20051212000780: A UNE BEGINNING FROM THE MOST NORTHWESTERLY CORNER OF LOT 1, BLOCK 17, HILLMAN'S SEATTLE GARDEN TRACTS; THENCE SOUTH 48'18'29" WEST, ON A RADIAL UNE TO SAID RIGHT OF WAY, 20.00. FEET TO THE SOUTHEAST CORNER OF RIGHT-OF-WAY NUMBER 5, AS DESCRIBED IN KING COUNTY RECORDING NUMBER 6557639; AND A LINE BEGINNING AT 11E NORTHEAST CORNER OF RIGHT-OF-WAY NUMBER 4, AS DESCRIBED IN KING COUNTY RECORDING NUMBER 6557639, THENCE BEARING NORTH 54' 13'12" EAST, 20.00 FEET, TO INTERSECT THE EAST RIGHT OF WAY OF MAULS AVENUE SOUTH. 1 BASIS OF BEARINGS N3828'57"W BETWEEN TWO MONUMENTS FOUND AT THE CENTERLINE OF INTERURBAN AVENUE 5 - NAD83/91 NORTH ZONE (REFERENCES 1. NORTON DENNIS & ASSOCIATES RECORD OF SURVEY, RECORDED JANUARY 5T1, 1984 IN BOOK 38 OF SURVEYS, PAGE 186, UNDER KING COUNTY RECORDING NUMBER 8401059003. 2 RECORD OF SURVEY, RECORDED MARCH 9TH, 1984, IN BOOK 39 OF SURVEYS, PAGE 112, UNDER KING COUNTY RECORDING NUMBER 8403099004. E 3. HILLMAN'S 5EATTE GARDEN TRACTS, RECORDED IN VOLUME 11 OF PLATS, PAGE 24, UNDER KING COUNTY RECORDING NUMBER \\� 19031130281147. 1 SCHEDULER ITEMS I 16 THIS SITE I5 SUBJECT TO ANY FUTURE RIGHTS OF THE PUBLIC IN AND TO THAT PORTION OF SAID PREMISES LYING WITHIN A RAILROAD RIGHT-OF-WAY PURSUANT TO TILE 43, UNITED STATES CODE, BECTON 912 (RAILROAD RIGHT OF WAY ABANDONMENT ACT). (NOTED HERE) 18 THIS 51TE IS SUBJECT TO AN EASEMENT FOR LIGHT AND POWER DISTRIBUTION DISTRIBUTION SYSTEM FOR THE DISTRIBUTION AND SALE OF ELECTRIC POWER AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 1685693 (UNABLE TO PLOT, INSUFFICIENT LEGAL) 19. THIS SITE IS SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR ROAD A5 DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 6557639. (SHOWN AS ROW 44 6 5 HEREON) 20. THIS SITE I5 SUBJECT TO AN ELECTRIC TRANSMISSION AND OR 010091BUTON LINE EASEMENT INCLUDING INE TERMS AND PROVISION CONTAINED THEREIN A5 DISCLOSED BY INSTRUMENT RECORDED. UNDER KING COUNTY RECORDING NUMBER 9012211358. (UNABLE TO PLOT. AS 11047400010) 21. THE 511E IS SUBJECT TO A WATERLINE AND TEMPORARY CONSTRUCTION EASEMENT INCLUDING THE TERMS AND PROVISIONS CONTAINED THEREIN AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20050210001473. (5401141 HEREON) 22. THIS SITE I5 SUBJECT TO A. SEVER PIPELINE EASEMENT INCLUDING THE TERMS AND PROVISIONS CONTAINED. THEREIN AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20050210001488. (SHOWN HEREON) UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG/ 1-800-424-5555 (811) PROJECT NUMBER 19173 23 24 /29/2021 10:18 AM d ,1-1201.91917.3001NECRINORNALSHECTS19173 Cl. SW1 4 SE1 4 SEC. 14 TWP. 23 N. RGE. 4 E. W.M. R=28' () J0+0000, DRIVE B =- 1+8454, 1+84.54 S 143RD ST DECORABVE FENCE 70+00001 DRIVE A = 416879, 143RD ST 9 8' TALL SNE 1 OBSCURING &AGK CHAIN LINK FENCE IMTH 1 IS I 1 6' TALL BLACK CHAIN LINK FE7VCE S 143RD PLACE PIOR/CHT-OFWAY) 00, .QQRIV E 8 '9, S\143R0 '\ \�` IF VICINITY MAP I" = 1,500' 1 SCALE: 1" = 30' 0 15 30 60 1111 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG., 1-800-424-5555 (811) SEE STAMP DATE DESIGNED PRESTON ✓. CONCONT, MARY MOORE z 3 0_ SHEET C1.03 3 OF 17 PROJECT NUMBER 19173 N 25 26 20 1,9 i191 730croEERNO INAC SHEETS 9 7/20/2027 70 78 SW1 4 SE1 4 SEC. 14 TWP. 23 N. RGE. 4 E. W.M. STORM DRAIN UNLET , PROTECTION (TVP) E\ Na�URlGi-OF_A� .. _ I. a�YJv 0 WATER EASEMENT PELT \ i —22- — \ \ \ �� r. No. 2005021000473, \ _ — - - - - �„---23—� \ II cTl 1* I�. CONS7RUC110N - -24- - \ \ \NOTE. TH/S EARLY CLEAR AND ENTRANCE (TYPJ \ \ GRADE PERMIT 00£3. NOT , INVOLVE UNDERGROUND UTIL/TY - ( --- --- � _ __ --\ NORK. FUTURE URL/RES SHOWY \ _ - - FOR REFERENCE ONLY. oHp PARCEL A "r .0 KNU050N / 14300 IN1ERURBAN AYE'S MN:000240-00071 ' PARCEL E \\ KNU0SON ✓ \ 14300 IN1'_RURBAN AYE\\ \ TP41000280-0007 REMOVE EK/SRNC ON-SITE BU/LD/NGS AND HARDSCAPE (T P) - «0 31<0M C2O PROTECT INA/RATION SOF ! I FRAM SEDIMENTARON AND I ---_ COMPACTION THROUGHOUT CONSTRUCTION PARCEL B 10 SEWS[ EASEMENT R KNUOSO7 PER RES -N0 — II' -8 1918 PL 20050210001388 — 1 74°,15-6-1903-i62 I \ CLEARING UWE (P)op 1 \ N3)6590�1jp0 ` \ SILT FENCE / \ (nP) � FINISH (RADE CONTOUR (T)P) EMSTING GROUND CONTOUR (TOP) qP= P 43RD PLACE SCALE: 1" = 30' 0 15 30 60 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 1-800-424-5555 (811) SEE STAMP DATE 50 ❑ DESIGNED PRESTON J. LONCONT, MARY MOORE z 3 a 08 SHEET C201 4 OF 17 PROJECT NUMBER 19173 N 27 28 N /29/202 10-19 AM J 2019i19173061iVEERIN6AFINACiSHECT5119 SW1/4, SE1/4, SEC. 14, TWP. 23 N., RGE. 4 E, W.M. _21--= YE8110A1 CURB AND GUT7ER 611111N FRONTAGE (TVP) PROPOSED RETAINING WALL SEE SEC770N A -A, BELOW EXTRUDED CONCRETE CURB ON-S/1E WHERE 5710WV (TVP.) \ 0 TOP' . TOE 20.6 TOP' 2 . 90 -TOP' 21.1 TOE.' 20.3 -22- - 1 PROPOSFD CONCRETE (TIP) PROPOSED _-_ ASPHALT (71P) KNISH GRADE _ CONTOUR (TVP) EX/SONG GROUND COYRN/R (TVP) SFE SEC710v 8-B, B7OW PROPOSED 8.0.8 40' 067 ROW DED/CAROV SECT/ONO A — 5 143RD ST N0 SCALE 333' ROW. 6' PROPOSED R.O.W. 30' (VARIES) 4" 7N/CK CEMENT CNNCRE7E STOEWALK (6' TN/CK AT ORMWAY) YE7/CAL CURB AND GUTTER NEW ASPHALT PAVEMENT WIDTH VARIES 0-32' EX/STING AVNALT PAVEMENT SECTION B -B — 5 143RD PL N0 SCALE SCALE: 1" = 30' '� 60 SURFACE LEGEND - -20- - EX/SRNC GROUND CONTOUR MAS -21 EX/SI1NC GROUND CONTOUR M/NR 20 f7A7SN GRADE CONTOUR MAR 21 RN/SH GRADE CONTOUR M/NR EARTHWORK QUANTITIES CUT 1,000 02 RLL' 4000 02 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU 0I0' 7-800-424-5555 (871) 0 MARYAIOORE a i ZCL 3 CL CC CL ❑ Q SHEET GARY SHARNBRO/CH, PROJECT MANAGER C3,O1 5 OF 17 PROJECT NUMBER 19173 29 30 1/29/202110-19 AM 2 X 2019i19173001±17 -0000057-k17511917.7 C4 SW1 4 SE1 4 SEC. 14 TWP. 23 N. RGE. 4 E. W.M. Rkd EL=2339 0H ` 88D/E IE=2VY9- SSMH 48243 RIM EL' 22 64 12"DI(E)IE=1539 12"DgsE)1E=1n 1,8 "01(18)1E=1003 \ VAULT (UNKNOWN TYPE) \ 0 CB 18 STA. 31+04, 041* RT TYPE 2-48; RIM 23.81 12"/5/N1800(SE) 12' 15 OUT 1800 (N) 39 i -RIIL EL=22 22.16 2/� 8'01(8/2-20.p6' _'-8" (YN)IE220.06 CB 8238 TYPE I I RIM EL=20.17 6"82C(61)10=18.02 810610(5)12=17. 67 12'0106=17 27 57LF 12" PVC ®0 0102 STA. 30+31, 000RT TYPE 1, RIM 2270 12"/E 0111 1750 (5) CONNECT 10 CB 13 "STOP EX 06 STA. 4+43, 19.25' RT /PE1, IM 20.90 2 /5 IN 1532 (E) 11" IE /N 1832 (5) 12" /E OUT 1&32 (W) "NO PARKING' STA. 20+34, 092' LT TYPE 1, 9/M 21.00 117" IE OUT 1700 (5) ,74LF 12'0/®0.0051 CB 14 STA. 5+14 19.25' RT TYPE 1, RIM 21.28 12' 17 OUT 1870 (W) RIM EL=19.97 8'01 N)I2=12A8 292"01(E)IE=12.32 12'6I 9jz_22 18"1,(9,11E=20 InI(82)IE=2026 8 BV VAULT tow x 20) 4.5' WO STORAGE DEPTH 1' SEDIMENT STORAGE 1' FREEBOARD 65' TOTAL DEPTH NOTE VAULT UD SHALL BE DESIONED TO SUPPORT OUTRIGGER LOAD/NG 11LF6"PVC 001209 "CLEANOUT RIM 2352 6" If 19.00 CB 12 STA 3+81, 1925' RT - - - -TYPE 1, RIM 2058 11"l5/N/8.00(5)- --- 17/5 OUT 1500 (W) - ® 0.0062 4x6 8/OPOD - 147E 1845 12' IE 19.45 301F 12' PVC 0 00050 12" IE 1960 STA 31+48, 000' TYPE 1, RIM 2325 72" IE OUT 19.25 (NW) CB 11 517645603 5128847783 I I APE 1, SOLID LOCK/NGS LID , RIM 24.93 8"lE/N2083(NE) 8'-/5 OUT 2083 (SW) 6' /E OUT 21.00 (SE) 8" CLEANOUT RIM 2819 8"1521.00 13LF8"PVC ® 00131 89LF 6" PVC 0 00000 CB 10 A6176451.88 5128847220 TYPE 1, SOLID LOCKING LID RIM 2509 8' 15 IN 2083 (NE) 6' IE OUT 21.00 (SE) C: 8 517638439 51288530.64 TYPE 1, SOLD LOCW/N0 LID RIM 2503 8" IE IN 2083 (SW) 6' /E /N 21.00 (NW) B" IE OUT 2087 (SE) CB 7 STA. 22+09, 000' TYPE 1, R/112385 12" /5 OUT 19.80 (5) 4 STA. 11+11, 1505' LT TYPE 1, RIM 2356 8' 15 IN 19.23 (NW) 12' /5 /N 1890 (E) 12" /E OUT 1890 (SW) 771E 12" PVC 0 00065 (2) &5LF LIMITED 1/0711RARON TRENCHES CONNECT M/N/MUM 8,100 SF OF ROOF AREA CB 9 516:0 5128852501 TYPE 1 SOLID LOCKING LIO RIM 2520 6' 15 IN 21.00 (NW) 8" IE OUT 2083 (NE) I ( 581F 8)' PVC II ®0006 6" OLEANOUT\( R/112474 6' /E 21.00 6238 '7661 401E 12"PVC _ 47.0-0125 a\ TOG, SHED 16, X55' WO VAULT 10V x 20) 475' 1442 STORAGE DEPTH ,' SEDIMENT STORAGE 1' fREEBOARD 8.75' TOTAL DEPTH NOTE.' VAULT L/0 SHALL BE DESIGNED TO SUPPORT OUTRIGGER LOAD/NG ° PL 730 ! 1 -STORY W000 FRAME HOUSE 15LF 6" PVC O 00333 64/5 72" PVC 0 00062 ) CB 6 STA. 12+37, 147 LT TYPE 1, RIM 24.85 6" IE IN 20.50 (N) Rc8_12JE QUI 2000 (5) 43RD PLACE. RIGHT-OF-WAY) IGHT-OFWAY) CB 3 STA 10+55 2598' RT TYPE 1, SOLID LWONC LID RIM 2500 12" 15 IN 18.50 (NE) 12" IE OUT 1850 (SE) SEE SHEET C4.02 CB 5 'TOL" STA. 22+67, aoo' T/PE 1, RIM 24.31 11"lE IN 1940(5) 12" IE IN1940(N) 12-/E OUT 19.40 (W) SCALE: 1" = 30' 0 15 30 60 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIGS 1-800-424-5555 (811) SEE STAMP DATE 62 ❑ DESIGNED PRESTON J. LONCONT, MARY MOORE z 3 a 62 SHEET C4.01 6 OF 17 PROJECT NUMBER 19173 N 31 32 1/29/202110-19 AM J X 20702049i191730GliVEERINOVINALiSHECT511917.3 C402074,0 SW1/4, SE1/4, SEC. 14, TWP. 23 N., RGE. 4 E, W.M. SEE SHEET C4.01 CB 4 STA. 11111, 1505. LT TYPE 1, RIM 23.56 8' IE /N 19.23 (NW) 12" IE IN 1890 (5) 12' IE OUT 1890 (SW) 64LF 12" PVC 0 50062 CB 3 5-17630206 61288536.19 TYPE 1 SOLD LOCKING UD R/1125.00 12" /E /N 1850 (NE) 16 12" /E OUT 1850 (SE/ SEE SHEET C4.01 CB 2 517619140 E128880510 TYPE 1, SOLID LOCK/NG UD RIM 2536 11" IE /N 17.75 (NW) 11' /E OUT 1775 (SE) �s ' / o gq . 4 s�� �� i- — ��°If_ ��100� EXNNECT 70 EY C8 lla g ��a, 54LF 12' PlV 8 00057 a •i, 175/56 GRADE CONTOUR (TIP) INTERURBAN AVENUE S (PUBLIC RIGHT-OF-WAY) 30 20 10 CB 1 N.• 17603725 E 1288676.45 TYPE 1, SOLD LOCKING UD RAM 2543 12' /E /N 16.80 (NW) 12' /E OUT 16.80 (E) 0+50 1+00 1+50 2+00 2+50 3+00 3+50 30 20 10 4+00 4+27 SCALE: 1" = 30' 0 15 30 60 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 1-800-424-5555 (811) SEE STAMP DATE a 0 DESIGNED PRESTON ✓. LONDON,, P.E. MARYAIOORE z 4' a K 0 APPROVED PRESTON 1 wax P.E. GARY SHARNBRO/CN, P.E. PROJECT MANAGER SHEET C4.02 OF 7 17 PROJECT NUMBER 19173 N 33 _ _--io EXISTING PIPE Q GROUND (T_)-- — _—__. — 64LF 12" PVC B 0.0067 - J 126[7 12PVL' 0 00060 O J 12 la 174/7 12' PIC 0 00055 541E lY 0 50057 610 V TYPE 1, R/M 2156 8" 1E 192 12" /E 16 12.1E 18' h4^5O ,,..--4,..L, OFF—. NOR 18? 12"/£17.75 a fri 17 /E 17.75 uw 0 2.� ,,,:i., NW W m m4. N NVuii P ,V 4 P Yuki h N "� 4 1 _I N N N 0+50 1+00 1+50 2+00 2+50 3+00 3+50 30 20 10 4+00 4+27 SCALE: 1" = 30' 0 15 30 60 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 1-800-424-5555 (811) SEE STAMP DATE a 0 DESIGNED PRESTON ✓. LONDON,, P.E. MARYAIOORE z 4' a K 0 APPROVED PRESTON 1 wax P.E. GARY SHARNBRO/CN, P.E. PROJECT MANAGER SHEET C4.02 OF 7 17 PROJECT NUMBER 19173 N 33 34 7/20/2027 70 20 AM J 2079197730G/NEER/N6IF7NALiSHEETSt79173 04.27..0WG SW1/4, SE1/4, SEC. 14, TWP. 23 N., RGE. 4 E, W.M. 30 20 10 20+50 21+00 30 20 10 21+50 22+00 22+50 30 30 20 .10 23+00 20 10 \ 21LF12°PVC 0 00062 i EX/ST1NG GROUND C I-0ROAD c(TYP) - PROPOSED GRADE 0 ROAD c (IYP) ---- — — — -- PROPOSED ELE6 0 ROAD f (TYP) EXISTING ELEV.DR/VEB 0 ROAD f (TYP) R90 - 1832(E) -1a32(W) -1832 (S) 15 14, 1212 120125 II; 1 N IN mX¢Im 5&F 12 PYC 0 0.0069 y ' 2 a8 A� 3 aaa 3 EXISTING ELEV/*ROAD B ROAD f (TYP)1 PROPOSED ELEV. f(DP) DR/VEA H08/Z SCALE' YERT SCALE 1"=30' 1 =5' S 143RD H0R/Z SCALE.' YERT. SCALE PL 1"=30' 1'=5' h IIN h h h ry h 20+50 21+00 30 20 10 21+50 22+00 22+50 30 30 20 .10 23+00 20 10 30+50 31+00 31+50 30 30 20 10 32+00 20 10 — — — — \ 17LF 12" 0 00088 £61511N0 GROUND 0 ROAD f (T)P) — _ PVC PROPOSED GRADE ®ROAD O (DP) — i -1 2297 lE 17.75 (E) lE 17.75 (5) !. • 70 17.50 (S) oN 1i�L8 PE 2-48;; M 2581 /E 11100 (SE) IE 11100 (N) o^; D] � 1' R/M 23.25 12" lE 19.25 (NW) PROPOSED ELE6 0 ROAD f (TYP) EXISTING ELEV.DR/VEB 0 ROAD f (TYP) HORIZ. SCALE PERT SCALE • 1"=.10" 1'=5' II; 1 N N N N ry "I '7): N N 30+50 31+00 31+50 30 30 20 10 32+00 20 10 — — — — \ `®ROAD EX/STINC GROUND f (IYP) — \ —____— — 8,1751180 GROUND 0 ROADYp(TYP) ------ II; --- 12" /E 19.40 (W) 12"1E19.40(N) oro CB 6 TYPE 1, RIM 2485 7W' h 32 I. 771E 1Y' 0 0.,065 -.Q:-'--.., ` ',22 11 *ZL '%,61 ''.' '92 -' PVC EXISTING ELEK 0 ROAD £ (DP)1 \ S 143RD H0R/Z SCALE.' YERT. SCALE PL 1"=30' 1'=5' h N h 10+50 11+00 11+50 — _ 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 30 20 10 6+00 12+00 12+50 30 20 10 13+00 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIGi 1-800-424-5555 (811) W Oc cc V vJ CC h Ooh W2 • 44 m SEE STAMP DATE 0 DESIGNED PRESTON J. LM✓CON/, P.E. MARY M00RE z 0 APPROVED PREST0W I ZONN, P.E. CARY SHARNBRO/CH, P.E. PROJECT MANAGER SHEET C4.21 8 OF 17 PROJECT NUMBER 19173 35 ------- 57LF12'PVC ---—�i \ —____— — 8,1751180 GROUND 0 ROADYp(TYP) ------ --- 16 797 1775 (E) 17.75 (V i 21 'I TYPE 1, RIM 20.73 1.2" IE 1870 (W) 62LF 12" Dl 0 0.0052 7® 1 1 8 . cki .3 WWW "Yv es �;`,� - CN 157L 0 12' D/ 0.0053 EXISTING 0 ROAD HWS �I ELEV. £ (TYP)1 X TYPE 2-48; MANHOL R/M 22.82 11" IE 1717 (E) 12" /E 1717 W 6-1E 1767 (S) NN 2a w RD ST d8.' 1 "-30' LE 1=5' 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 30 20 10 6+00 12+00 12+50 30 20 10 13+00 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIGi 1-800-424-5555 (811) W Oc cc V vJ CC h Ooh W2 • 44 m SEE STAMP DATE 0 DESIGNED PRESTON J. LM✓CON/, P.E. MARY M00RE z 0 APPROVED PREST0W I ZONN, P.E. CARY SHARNBRO/CH, P.E. PROJECT MANAGER SHEET C4.21 8 OF 17 PROJECT NUMBER 19173 35 36 12019 is 7J LN/NEERNC FNAL SVEETSI s 7.3 C4-3.011' SW1 4 SE1 4 SEC. 14 TWP. 23 N. RGE. 4 E. W.M. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU 0/0/ 1-800-424-5555 (811) SEE STAMP DATE 0 DESIGNED PRESTON ✓. CONCONT, MARY MOORE Z 5' SHEET C4.31 9 OF 17 PROJECT NUMBER 19173 N 37 71-01 0TYPICAL MEDIA AREA WALL THICKNESS WALLTHICKNESS UNIT ID: WEST BPU-46IB WADOE GULD OUTLET, 01600' OPENING FOR 012.00 PVC, le: 1M9' 01.00 PVC OUTLET ORIFICE CAPa. INTO OUTLET' CHAMBER. D • aro DIVIDER WALL NGTES: 4 A. PASHTO 11.30-44. WI IMPACT DESIGN FILE TOP SLAB POR NOTCLASHOWNIN THIS I' ..,Low C. DIVIDERWALL NOTES: I. DESIGN LOA... TOP SLAB NOT SHOWN IN THIS M. TABLE 45. BELOW W FOR CLARITY. COVERS SHOWN IN PHANTOM. DRY Paws 100 40 4/111117 COVERS SHOWN IN PHANTOM. D.au eamwEswaE(EEry=.o Treatment Flow Capacity 25.6 gpm / 0.057 cfs -0'ov000e wooti�� rip' L /x 's 04.60•DRAIN.OP co 30PSF UNDERDRAIN. o w ax m b BYPASS WEIR, EL: 2112' *1 L 5-0' a4% 4' DRAIN DOWNDEVICE, 2 2" SK -0%2 A a....". �� , , ►' �^� SMALL BE STREuarn STEEL tyros 6.0.0..DEBAR asnnxals CR A 4 NESP eRADESS .en.w,oN aT:. CEDE., en+SALOS SPECIFICATION. INLET, 1E: 1890 FOR m133.0 PVC, IE: 1890' ,in � coeBLES FOR a ENERGY DISSIPATION nsru cros ♦ J 4,0%INLET WINDOW, EL: 2007 PARAMETERS DOTED .111.4. PLEASE SEP.D PLAN VIEW ) xxusss,aoo g,iTiuuN. ''''" r,rosaluosco. xTREsw,rsmA "" xaT21 T,PN.aI:, a. OVER.. POLES TO ACCOMATOATE SPECIFIC ACCESS COVER, 1%036.00" BOLTED 8 1% 0300 2%018.0 TRAFFIC RATED CAST IRON COVER, WITHITH 1%036'x8" GRADE RING. SP L BEE.. VATII A14111.014 OF WITH. 01068' GRADE RINGS. FIELD POURED CONCRETE COLLAR REQUIRED, SETE FOP ELLS THICESE. OF FIELD POURED CONCRETE COLLAR REQUIRED. BY OTHERS.ST LS. uEES mEAGSMOE OEFFLU. 6 N4, BY OTHERS. `ADJUS3/GRADE sraucmaE. RIM: 23.75 Mk ■■■INN�� RIM:2?75 �--6. Tr�.r^.� RIM: 23.75 su.o ELEvnnoxsm INLET, 018.0' OPENING FOR 012.001P1/C, IE: 1945 COBBLES FOR s_ENERGY DISSIPATION cros 007 a'x18'INLET WINDOW, e. SEE zx EL: 2062, D PLAN VIEW ATE TABLET IF 0E5.1 P oPFNiNos. Rim:2385' MOM DIVIDER WALL GRAIN DOWN DEVICE, + 6 1. rANTI SKID JOINT 11"SLAB oseases. + ass eRFS TLE. MIDLEVELPERPRascr 5.85 DIVIDER WALL BYPASS WEIR, EL'2057 II��y�II 4.BS SK -0982. 4k18'INLETWINDOW, EL:200? BYPA%WEIR ;11111111c.. EL PER PROJECT es. or Eaa.nn + o GsiEs0 ExrERxu P... + SMEcxwucxr BS. cxsnGEowrtx POCKS rnEoim n,soo Las. 540, DIVIDER WALL BYPASS WEIR, EL 21.12,Roucauaow. � NIL. '1111111 S.M. 4'x18'INLET WINDOW. EL 2062 BYPASS WEIR OP 0x13% INLET ..-.20.87 INLET, 016.000L:200 PENING Foe mlzg9'Pvc• NEARSIDE. EL: 205? �, 5� 685 -PRELIMINARY - NOT FOR CONSTRUCTION INLET, 018.00"OPENING Foem1z.00•Pvc, NEARSIDE. �^ 2.Bn 60" _ -PRELIMINARY- NOT FOR CONSTRUCTION _re.... -MULCH EL: AM' / 2.6T . a• 00 MEDIA 0' Infrastructure' swwwww 0 S lil IE. 18.90 _ IE. 1945 " • IE: 14 INLET, 016.00' 0' OPENING SII, IWI '% 600' DRAN ROCK K me 2. MVA" w'e x 1845 - IE: 17,E - ARBIlillk FOR 012.PVC. EL 17.0, .w.a EL. 1797 OtITLEi, m16.00'QPENING DRAIN DOWN DEVICE, 04.0W SLOTTED OUTLET, 016.00" OPENING DRAIN DOWN DEVICE, 04.0'SLOTTED EL.1740 BloPos,mYUMegreuntl Vault alInternal Bypass" A FOR 012.00'PVC. SK -0%2. OUTLET, 016.0" OPENING PVC UNOERDRAIN FOR 012.0' PVC, FARSIDE. COBBLES FOR ENERGY FOR 012.01% PVC. 00-0962. PVC UNDERD 010 OUTLET, 016.00 PC. OPENING COBBLES FOR ENERGY FOR 012.00 FARSIDE. nh+m Core Design Inc. 0a.0' PVC OUTLET ORIFICE CAP DISSIPATION INTO OUTLET CHAMBER. m e CAP DISSIPATION 04.00' PVC OUTLET T CHAMBER. INTO OUTLET CHAMBER. 5RY TUMI,WIU��•I Na�TNG COUNTY, WA M3 SECTION D -D SECTION A -A SECTION D -D SECTION A -A 472. Al o..ri L '"'�.012. CHANGED RIM ELEVATION. INLET IE 6OUTLET IE PS 51D CHANGED RIM ELEVATION, INLET IE B OUTLET IE 5/19/20 . 1 REV/ DESCRIPTION BY DATE 10F1 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU 0/0/ 1-800-424-5555 (811) SEE STAMP DATE 0 DESIGNED PRESTON ✓. CONCONT, MARY MOORE Z 5' SHEET C4.31 9 OF 17 PROJECT NUMBER 19173 N 37 600 6'TYPICAL r-0• 6" so' MEDIA AREA WALLTHICKNESS UNIT ID: EAST BPU-4618 WADOE GULD OUTLET, 016.0 OPENING FOR 012.00PVC. 1E: 1845 04.00 PVC OUTLET ORIFICE CAP INTO OUTLET CHAMBER. N D uI DIVIDERWALL NOTES: I. DESIGN LOA... TOP SLAB NOT SHOWN IN THIS M. TABLE 45. BELOW W FOR CLARITY. 4/111117 COVERS SHOWN IN PHANTOM. D.au eamwEswaE(EEry=.o Treatment Flow Capacity 25^6 gpm / 0.057 cfs b BYPASS WEIR, EL: 2112' *1 L \ 0a.%•SLOTTED PVC E. LATERAL LIVE LOAD - 80 PSP UNDERDRAIN.13011.01 LS RE 4oR Pouxwnaxs, DRAIN DOWN DEVICE, T2• SK -0%2. A WW ► ) xxusss,aoo g,iTiuuN. ''''" r,rosaluosco. xTREsw,rsmA "" xaT21 T,PN.aI:, Mk ■■■INN�� e. CESIELISASTMm . C.+SPE INLET, 018.0' OPENING FOR 012.001P1/C, IE: 1945 COBBLES FOR s_ENERGY DISSIPATION cros 007 a'x18'INLET WINDOW, e. SEE zx EL: 2062, D PLAN VIEW ATE TABLET IF 0E5.1 P 1%036.00' BOLTED 6 GASKETED ACCESS COVER, 2%018 00 TRAFFIC RATED CAST IRON COVER, WITH 1%035x6"GRADE RING.SI WITH 21,018'x6' GRADE RINGS. FIELD POURED CONCRETE COLLAR REQUIRED, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS.PIE. TO 6 3/ 4. aPeaErxE caxcRErE BY OTHERS. ADJUST DE amucruRE_ Rim:2385' ,,,,,,,23.85'RIM. 2385 aNO BEVAnpxspP oseases. MIMI DIVIDER WALL GRAIN DOWN DEVICE,LIIIIIMESIIIM 1• 11"SLAa rANTI SKID JOINT EL PER PROJECT es. 540, DIVIDER WALL BYPASS WEIR, EL 21.12,Roucauaow. � NIL. 4.40' S.M. 4'x18'INLET WINDOW. EL 2062 BYPASS WEIR 1111 Nil,. ao,�nE' enaER. + GLPsxxosx,Enxu PIPING ST E uaxW wPlcxwTlGrn SASECRwaEnwrtx n.EwLas. 4•x1e^wLET ELI 2062' INLET, 018.00"OPENING Foem1z.00•Pvc, NEARSIDE. �^ 2.Bn 60" 5.'/ -PRELIMINARY- NOT FOR CONSTRUCTION -MULCH EL: AM' 2 • 0 2.60 132.00'7 18.0'60106ix'R 5101A�" 0 Intrast1UCee a _ IE. 1945 • IE: 14 INLET. 016.00' OPENING EL: ' Imo', UEl' 000' OMIN ROCilk K me 1845 - MEWL=�iEI FOR 012.00 PVC. 1845 IeTp .w.a EL. 1797 OtITLEi, m16.00'QPENING DRAIN DOWN DEVICE, 04.0W SLOTTED BioPOE^'B1056I System Underground Vault with Internal Bypass A FOR 012.00'PVC. SK -0%2. OUTLET, 016.0" OPENING PVC UNOERDRAIN FOR 012.0' PVC, FARSIDE. COBBLES FOR ENERGY 0010 Care Design Inc. 0a.0' PVC OUTLET ORIFICE CAP DISSIPATION INTO OUTLET CHAMBER. m e BRYTUKWIIA-KING COUNTY, WA M3 SECTION D -D SECTION A -A WE El=WAFER L '"'�.012. CHANGED RIM ELEVATION. INLET IE 6OUTLET IE PS 51D . REV DESCRIPTION ATE1912010F1 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU 0/0/ 1-800-424-5555 (811) SEE STAMP DATE 0 DESIGNED PRESTON ✓. CONCONT, MARY MOORE Z 5' SHEET C4.31 9 OF 17 PROJECT NUMBER 19173 N 37 38 1/29/2027 7220 AM ✓ 1 2019 1 7 9 7 73 OG2NEERRNC�FFNAL SNEETS t 19173 C4.31.0116' SW1 4 SE1 4 SEC. 14 TWP. 23 N. RGE. 4 E. W.M. 30 WEST WATER QUALITY VAULT INTER/OR PLAN VIEW WO DESIGN WS ELEV. 1900 20 10 FINISHED GRADE (TYP) TOP LID ELEV. 21.98 BOTTOM LID ELEV. 20.98 30 20.0' 6.5' Si TOP OF SEDIMENT STORAGE ELEV. 1548 20 80770111 OF VAULT ELEV. 14.48 WEST VAULT SECT/ON A A WEST WATER QUALITY VAULT DETAIL A -A 1.4 SCALE 10 0+35 1:4 SCALE 30 WO DESIGN W5 20 10 FINISHED GRADE (TYP.) ELEV. 19.00 TOP LID ELEV. 21.98 BOTTOM LID ELEV. 20.98 10.0' INLET PIPES SUBMERGED 1' Al/N (TYP.) .5 - �5R f TOP OF SEDIMENT STORAGE ELEV. 15.48 BOTTOM OF VAULT ELEV. 14.48 WEST VAULT SECT/ON B -B WEST WATER QUAL/TY VAULT DETAIL B -B 1 4 SCALE 30 20 10 0+30 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU 0/G/ 1-800-424-5555 (811) 07 O Q SEE STAMP DATE DESIGNED PRESTON J. CONCONT, MARY MOORE 0 SHEET SHEET C4.32 OF 10 17 PROJECT NUMBER 19173 N 39 40 1/29/2027 7220 AM ✓ 1 2019 1 7 9 7 73 OG2NEERRNC�FFNAL SNEETS t 19173 C4.31.0116' SW1 4 SE1 4 SEC. 14 TWP. 23 N. RGE. 4 E. W.M. 20 10 I EAST WATER QUAL/TY VAULT INTER/OR PLAN VIEW 1:4 SCALE I7NISHED GRADE (n1') WO DESIGN WS ELEV. 19.40 TOP LID ELEV. 2214 BOTTOM 1/0 ELEV. 21.14 20 ar TOP OF SEDIMENT STORAGE ELEV 15.39 BOTTOM OF VAULT ELEV. 14.39 EAST VAULT SECT/ON A A 30 30 20 20 10 10 FINISHED GRADE (TYR) `TOP UD ELEV. 2214 WO DESIGN WS ELEV. 19.40 � - BOTTOM LID ELEV 21.14 8.7;" TOP OF SEDIMENT STORAGE ELEV. 1539 BOTTOM OF VAULT ELEV. 14.39 EAST VAULT SECT/ON B -B 30 20 10 0+44 0+36 EAST WATER QUAL/TY VAULT DETAIL A -A EAST WATER QUALITY VAULT DETAIL B -B 1.4 SCALE 1:4 SCALE UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU OIG/ 1-800-424-5555 (811) hcc Q SEE STAMP DATE 0 DESIGNED PRESTON J. CONCONT, MARY MOORE 3 0 SHEET C433 11 OF 17 PROJECT NUMBER 19173 N 41 42 7/20/2027 70:20 AM 2 2079 79773 0G/NEERINGIF7NAL iSHEETS 79173 C5 07.0WG SW1 4 SE1 4 SEC. 14 TWP. 23 N. RGE. 4 E. W.M. C8 48244 TYNE f 0IM EL=22.49 O4 _ 8')(0)10=20.29 0 411 08243' RIM 04=22.64 16,77 12"014010=10.38 12 01(50)10=10.18 8(4160I0-10.08 VAOLT (UNKNOWN TYPE) 22- 21_ RIM E=22 16 _-2/7-88'0101010=20.06'06' 22-0 CONC(8)I[620.06 'NO PARKINO'�w __ TY 01 CO 8238 TYPE I RIM EL=20.17 6'P40)8)10=18.02 6'00146490=17.67 1801(4)16=17,27 HYDRANT 0 48162 TYPE I 04 EL=24.54 12'01(SE)IE=20.02 18601(40)1E619. 69 RIM EL=24.89 12'81(94)18=2107 - .. '01(50E6 � ,= o Q'SL7.7GtO` yo*.2F N 22, G8 4616" RIM 1_ 1641)1(41,\ 1-1/2" WATER METER W/ 2' FEBCO B2518 RPBA (OR EQUAL) IN HOT BOX (CONTRACTOR 70 PROVIDE SHOP DRANK FOR CITY APPROVAL) 6" CLEANOUT RIM 24.46 6'101 1606.0 0 -- _. __■ 13LF 6' Dl ®0.4054 "N0 PARKING" SSMH 48350 RIM EL=19.97 74'000)19=12.40 140DRE)IE=12.32 CHb---126017WUE\1.22 10' SEWER EASEMENT PER REC. NO 20050210001488 11)61.97" Z63'RT 1-8'x8" TAPPING TEE (FL) / (VERIFY MAIN 5120) \ \ \ \ 1-6' GATE VALVE NA/4o / CWVC BLOCK/NG � I \1 1 -STORY PROPOSED 8"DCVA 0000 FRAME PER CITY S70 O1/ XX HOUSE 6236 '7411 X22_ D. EN074''SRO PL \ SHED I '�N.3j6590'i1OY \ I \ I \ ALUMINUM SIDED 'I MOBILE STORAGE \ CONTAINER 'p\ OHP 0 P7- 400 EX FIRE 61111rati HYDRANT \ 0 M EL .;..9 D04016.6 II 8'UI(E)IE 0 SE), 12'01( E=11.00 7-017 3143RD PLACE (PUBLIC R/GHT-OE �.yAY) W1_ Vie SCALE: 1" = 30' 0 15 30 60 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 1-800-424-5555 (811) SEE STAMP DATE DESIGNED PRESTON J. LONCONT, MARY MOORE z a 23 SHEET C5 01 12 OF 17 PROJECT NUMBER 19173 N 43 44 SW1/4, SE1/4, SEC. 14, TWP. 23 N., RGE. 4 E., W.M. 3 Ili, - ire S 143RD STREET (PUBLIC RIGHT-OF-WAY) START DECORATIVE BLACK METAL FENCE -----_ DECORATIVE BLACK METAL MAN GATE ROOT BARRIER (TYP.); SEE SHEET L2.31 FOR DETAILS -2'HT RETAINING -WALL; SEE CIVIL FOR UEIAILS END DECORATIVE BLACK METAL FENCE, START 8' HT BLACK POWDER -COATED CHAIN LINKPENCE.;__ WITH SLATS SECOND FRONT YARD; TYPE I LANDSCAPE PARKING LOT LANDSCAPING 5 STALLS IN WESTERN LOT:6 STALLS IN EASTERN LOT: 20 REQUIRED PARKING LOT LANDSCAPE: 2905F (PER 18.52.030.TABLE A( PROVIDED PARKING LOT LANDSCAPE: 625 SF PARKING LOT LANDSCAPE AREA: 491 SF REQUIRED PARKING LOT TREES: 5 LARGE TREES (PER 18.52.030.E.2.C.) PROVIDED PARKING LOT TREES: 5 LARGE TREE (PER CITY APPROVED TREE LIST) PERIMETER LANDSCAPING TYPE I LANDSCAPE 900 LF (EXCLUDING DRIVEWAYS AND UTILITY EASEMENT) (ALONG S 143RD STREET, INTERURBAN AVENUE 5. ANDS 14380 PLACE) TYPE II LANDSCAPE: 225 LF (ALONG EASTERN PROPERTY LINE) REQUIRED NUMBER OF PERIMETER SHRUBS: 185 (1 PER 7 LF WITHIN TYPE I LANDSCAPE, 1 PER 4 LF WITHIN TYPE II LANDSCAPE) PROVIDED NUMBER OF PERIMETER SHRUBS: 523 PLANT SCHEDULE FRONT YARD; TYPE I LANDSCAPE; TREE (TYPJ; SEE SHEET L2.31 FOR DETAILS PARKING LOT LANDSCAPE ISLAND pEQUIRES STRUCTURAL WLS (TYP SEE SHEET L2.31 FOR DETAILS GROUND COVER (TYR); SEE SHEET L2.31 FOR DETAILS END 8' HT BLACK POWDER -COATED CHAIN LINK FENCE WITH SLATS, START 6' HT BLACK POWDER -COATED CHAIN LINK FENCE PROPOSED INTERURBAN AVE STREET TREE (TO MATCH EXISTING TREES WITHIN PLANTER (TYP.) LAWN (NP.) EXISTING STREET TREE WITHIN PLANTER (ESTIMATED LOCATION) (TVP.) SHRUB (TYP.); SEE SHEET L2.31 FOR DETAILS j6. A ADJUSTED SECTION OF TYPE I LANDSCAPE rJ 2.5' WIDE MULCH MAINTENANCE PATH (TYPE DECORATIVE BLACK INFILTRATION TRENCH (TYP.); SEE CIVIL FOR DETAILS METAL. FENCE 12.5' J SCALE. 1" = 20' 10 20 0 e 0 TO MATCH EPS,. MEP PTAP AGEE SACCHARIN RRETT COTE MM COMMON NAME APOLLO SLISAP MAP, SAL MIN CAL MN PORNO, SOUSA EDDIE S WHET WONOPP SOME, SMITE MKTPOPIE POSS., 2' !ALAIN GINKGO MUTES PRINCETON SESEPT MAGNOLIA GRANDEES,. LITTLE GEM SOMicAL NAME AMP ICA CAUTOPPILA NANDI. DOMESTICS COMPACTS O 3e PPP., MpONIBA TAN MM O <s u,BUTNUM DAVioEB SMAPneo EPPICEEDS SENTRY SING. [MAP; SOTS -PEI. MAGNOLIA SPEWS. WEE PINE PETSCASSASE MOUNTAIN PPP WESTERN RED CEDAR COMMON NAME PALEIGOSCOPE GLOSSY PEES, MESSES S OWN, EEO EMS DOSM/090 TAGS. MTEULE DWARF HEAVEN, BAMBOO POPE, MST SOLO SETE, BOTANIGL NAME COMMON NAME • La RA.AMABPOSTAS %ACTSIFLOPA SMIL FOOTSTEP EFwmEP PEED GRASS • Se PEST.OuucA PLUM BLUE END 6' HT BLACK POWDER -COATED CHAIN LINK FENCE SECOND FRONT YARD; TYPE I LANDSCAPE (PUB L/143RDCRIGHT-0f PLA SOMPICAL NAME ELS. PPPPLIP COMMON SAME SSE SF GAS LIEEMA SSAMOS SAL. BOMAnIuL NAME COMMON NAME P. CAL MN ISM IMSP-I SE LAWN PREMIUM ITST MM SPOPOSEED SPACING PrIMMESES ,AS SPOVVP STREET EPEE VALI, SSOWS STREET EPEE PPALITE SS SHOWS WELL SPANS -PEP PS SHOWS PEPEEE EPEE QUALETT AS SPEWS WELL SPOSCPSO TS SHOWN WELL °RANCHED SHOWS WELL BRANCHES PS SNOWS STREET EPEE PUMPS PS SHOWS WELL SPANCSED SPACING OX SPACING sPAMSS commEnrs RILLS BUS. CANS MIN. FULL S BUSS, MAIPTAI FULL S BUMP SILLS SUS, MAINTAIN., FT SUM BUSHY MILL &BUSIES PPM BUSHY COMMENTS PULL P. SUSIE COMMPSTS SPACING COMMENTS UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 1-800-424-5555 (811) 3 n N zZ z 3 K D W a CARY SHARNBROICH, PROJECT MANAGER L201 13 PROJECT NUMBER 19173 45 46 SW1/4, SE1/4, SEC. 14, TWP. 23 N. RGE. 4 E. W.M. M1 11 X ROOTBALL DIA. 2 X ROOTBALL DIA. GROUNDCOVER 2" LAYER OF MULCH; TAPER TO CROWN FINISHED GRADE ROOTBALL TOPSOIL BACKFILL & FERTILIZER CUT NEW ROOT MASS TO STIMULATE NEW ROOT GROWTH UNDISTURBED NATIVE SOIL DETAIL: PLANTING GROUNDCOVER NOT TO SCALE 1;X ROOTBALL CLIA. 2 X ROOTBALL DIA. DETAIL: PLANTING SHRUB PLANT SET CROWN OF PLANT AT FINISHED GRADE 2" LAYER MULCH; TAPER TO CROWN SAUCER 2" HIGH FINISHED GRADE REMOVE ALL BURLAP FROM ROOTBALL TOPSOIL BACKFILL & FERTILIZER ROUGHEN ALL SURFACES OF PIT CUT NEW ROOT MASS TO STIMULATE NEW ROOT GROWTH UNDISTURBED NATIVE SOIL NOT TO SCALE INSTALL ROOT BARRIER ON ONE OR BOTH SIDES AS NECESSARY PLANTER STRIP X NOTE: 1. INSTALL PRODUCT PER MANUFACTURER'S SPECIFICATIONS. 2. INSTALL PRODUCT A MINIMUM OF 15' BEYOND CENTER OF TREE IN EACH DIRECTION PARALLEL TO HARDSCAPE & UTILITIES. 3. ALL TREES LOCATED WITHIN 0 OF HARDSCAPES AND WITHIN 5' OF UTILITIES TO RECEIVE ROOT BARRIER. 4. NO BARRIER SHALL BE INSTALLED BETWEEN A TREE AND ANY ADJACENT STRUCTURAL SOIL AREA. DETAIL: ROOT BARRIER "Lftii*,_,ArqL4OF a it .4•_ 4' 4 rit** *******0 '#or '#I ''#IIS '#gr- QUAL PLANT SPACING PER PLANT TYPE; SEE SCHEDULE EQUAL EQUAL NOTE: TO AVOID LANDSCAPE INTRUSION INTO PATHS, THE FOLLOWING PLANTING SPACING OFF -SETS FROM EDGE OF ALL PATHS, DRIVES, ACCESS ROUTES, ETC. SHALL BE MET: GROUND COVER: 18' SMALL SHRUBS (UNDER 0 TALL): 30" MEDIUM SHRUBS (FROM 3' TALL TO 0): 42' LARGE SHRUBS (OVER 6' TALL): 48" DETAIL: PLANTING GROUNDCOVER SPACING NOT TO SCALE STAKING NOTES: RUBBER HOSE AT TREE; HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 1 YEAR'S GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE 3 HARDWOOD STAKES OR OTHER APPROVED MATERIAL; ALL STAKES TO BE DRIVEN OUTSIDE THE ROOTBALLL, AT 120° SPACING GALVANIZED WIRED OR CABLE; TWIST WIRE TO TIGHTEN ONLY ENOUGH TO KEEP FROM SLIPPING (ALLOW FOR SOME TRUNK MOVEMENT) 1; X ROOTBALL DIMENSION STAKES SHALL EXTEND A MIN. OF 12" 1' INTO UNDISTURBED SOIL 3 X ROOTBALL DIA. DETAIL: PLANTING TREE PLANT TREE SO THAT THE TRUNK CROWN I5 VISIBLE AT THE TOP OF THE ROOTBALL: SET TOP OF ROOTBALL FLUSH TO GRADE; DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL MIN. 2" MULCH; 00 NOT PLACE IN CONTACT WITH TRUNK MIN. 4' DIAMETER TREE RING FOR TREES PLANTED WITHIN LAWN 4" HIGH EARTH SAUCER AROUND EDGE OF PLANTING PIT FINISH GRADE REMOVE ALL BURLAP FROM ROOTBALL TAMP TOPSOIL BACKFILL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE TO AVOID SHIFT OF ROOTBALL PLACE ROOTBALL ON UNEXCAVATED/UNDISTRUBED NATIVE SOIL PEDESTAL TO PREVENT SETTLING NOT TO SCALE I - II R II ! L •�f II 11 II II II 11 •.,qR R II 11 11 II II II=1 II IL 11= :�=11 II 11 II ILII= II II II I II=11 II Il= Tota moisture at mining mown be tox (..stTO T-99 ePtMum mash.). a: 5 'ett 9 (ymne m "s1=) mal n. nmo.ly gmeu mm i/sct t t/s �n�n napmY un9uler .IN ne mn. FdaxJam tlwla amimm to Nr uW. MmW m.,,(Vixae md h e4 a tossum poor., bteoM inem��an! eM wd awn, on tops old =1.7 tiellorrn blend DETAIL: STRUCTURAL SOILS LANDSCAPE NOTES 1.) THE LANDSCAPE CONTRACTOR MUST BE LICENSED AND OR BONDED. CONTRACTOR MUST BE EXPERIENCED IN LANDSCAPE WORK OF THE BEST TRADE PRACTICES AND HAVE THE NECESSARY EQUIPMENT AND PERSONNEL TO PERFORM WORK. 2.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HER/HIMSELF WITH THE SITE AND ALL OTHER SITE IMPROVEMENTS PRIOR TO THE START OF LANDSCAPE WORK. 3.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES AND USE CAUTION WHILE EXCAVATING IN ORDER TO AVOID DISTURBING ANY EXISTING UTILITIES. THE LANDSCAPE CONTRACTOR WILL PROMPTLY NOTIFY THE GENERAL CONTRACTOR AND OWNER OF ANY CONFLICTS. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED DURING PLANTING ACTIVITIES, ALTERNATIVE LOCATIONS MAY BE SELECTED BY THE OWNER'S REPRESENTATIVE. 4.) THE LANDSCAPE CONTRACTOR SHALL COORDINATE ALL WORK RELATED TO SITE GENERAL CONTRACTOR AND ALL OTHER TRADES AS REQUIRED. 5. THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL PLANTS OF THE CORRECT SIZE SPECIES VARIETY QUANTITY AND QUALITY AS SPECIFIED ON PLANT SCHEDULE AND SYMBOLS ON LANDSCAPE PLAN. IF UNAVAILABLE THE HE LANDSCAPE CONTRACTORSHALL UTNE THE APPROVAL VALHOWER'S REPRESYNTDPROVIDETHECAMEB AND TELEPHONE NUMBERS OF THREE NURSERY SUPPLIERS OR PLANT BROKERS THAT HAVE BEEN CONTACTED. SUBSTITUTIONS SHALL ONLY BE MADE UPON THE APPROVAL OF THE OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT. 6.) ALL PLANT MATERIAL SHALL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO PLANTING. ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (ANSI 260.1. 7.) THE LANDSCAPE CONTRACTOR SHALL DELIVER, MAINTAIN AND WATER PLANT MATERIAL UNTIL OWNERS FINAL ACCEPTANCE IS RECEIVED. 8.) THE LANDSCAPE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL PROPERTY, INCLUDING PAVEMENT, WALKWAYS, CURBS, FENCING, STRUCTURES, ETC.. DURING CONSTRUCTION. 9.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING INFORMED OF ALL EXISTING CODES, LAWS AND ORDINANCES RELATING TO THE WORK REQUIRED ON SITE, AND SHALL COMPLY ACCORDINGLY. 10.) THE LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR TO ASSURE PROPER SUBGRADES ARE MET. THESE INCLUDE 9' BELOW FINISHED GRADE FOR PLANTING BEDS AND 5" BELOW FINISHED GRADE IN LAWN AREAS. 11.) THE LANDSCAPE CONTRACTOR SHALL SUBMIT THREE REPRESENTATIVE SOIL SAMPLES TO THE OWNER'S REPRESENTATIVE FOR TE5000 BY AN APPROVED SOIL TESTING LABORATORY. AMENDMENTS SHALL BE ADDED TO THE SOIL MIX AS RECOMMENDED BY SOIL TESTING LAB. 12.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR BRINGING PLANTING BEDS AND LAWN AREAS TO FINISHED GRADE USING APPROVED TOPSOIL TOPSOIL DEPTH SHALL BEA MINIMUM OF 6' IN PLANTING BEDS AND 4" IN LAWN AREAS. TOPSOIL SHALL BE PACIFIC TOPSOIL THREE-WAY MIX OR SIMILAR AND SHALL HAVE A PH RANGE OF 5.0 TO 6.5. TOPSOIL SHALL BE ROTOTILLED A MINIMUM OF 6' INTO EXISTING SOIL LAYER. 13.) THE LANDSCAPE CONTRACTOR SHALL RAKE PREPARED AREAS AND REMOVE ANY ROCK OR DEBRIS OVER 1". ALL LAWN AREAS SHALL BE ROLLED TO PROVIDE A FIRM, SMOOTH SURFACE FREE OF DIVOTS OR MOUNDS. 14.) THE LANDSCAPE CONTRACTOR SHALL SET FINISHED GRADES BELOW EDGE OF HARDSCAPE ELEMENTS PRIOR TO MULCH AND/OR LAWN INSTALLATION. GRADES SHALL BE SET 3' BELOW ADJACENT HARDSCAPE SURFACES FOR PLANTING BEDS AND 1' BELOW FOR LAWN AREAS. 15.) THE LANDSCAPE CONTRACTOR SHALL PROVIDE A 2' DEEP LAVER OF MULCH IN ALL PLANTING BEDS. 16.) MULCH SHALL BE 100% NATURAL FIR OR HEMLOCK, FINE GROUND, OF UNIFORM COLOR, FREE FROM DYES, WEED SEEDS, SAWDUST & SCRAP LUMBER FIBER, TRASH, INORGANIC MATERIAL OR ANY OTHER COMPOUND DETRIMENTAL TO PLANT GROWTH. 17.) FERTIUZER SHALL BE A COMPLETE, BALANCED COMMERCIAL BRAND WITH COMPLETE CHEMICAL ANALYSIS SHOWN ON AN UNOPENED CONTAINER WHEN DEUVERED. FERTILIZER SHALL BE APPLIED AT RATES CONSISTENT WITH THE MANUFACTURER'S RECOMMENDATIONS AND SOIL TESTING LAB'S RECOMMENDATIONS. 18.1 WORK AREAS TO BE KEPT NEAT AND ORDERLY AND FREE OF DEBRIS AND RUBBISH AT ALL TIMES DURING PROGRESS OF WORK. RAKE BEDS NEATLY TO AN EVEN FINE GRADE AROUND ALL PLANTS. ALL PAVED AREAS ARE TO BE CLEANED BY BROOM AND/OR WASHED AFTER EACH DANS WORK OR MORE FREQUENTLY AS REQUIRED. ALL PLANTING AREAS AND ADJACENT PAVED AREAS SHALL BE LEFT INA NEAT AND CLEAN CONDITION UPON COMPLETION OFJ08. 19.) IFA DISCREPANCY EXISTS BETWEEN THE PLANT QUANTITIES ON THE PLANT SCHEDULE AND THOSE SHOWN ON THE PLAN THE QUANTITIES ON THE PLAN SHALL GOVERN. 20.) PROPOSALS FOR PLANT SUBSTITUTIONS, LOCATION ADJUSTMENTS, SOIL AMENDMENTS OR ANY VARIATIONS FROM THE APPROVED PLANS SHALL REQUIRE PRIOR APPROVAL BY THE RESPONSIBLE OFFICIAL. 21. SOILS LOCATED IN PLANTING AREAS THAT HAVE BEEN COMPACTED TOA DENSITY GREATER THAN THAT PENETRABLE WITH A HAND SHOVEL APPROX.. 850), SHALL BE LOOSENED TO INCREASE AERATION FORA MINIMUM DEPTH OF 18 INCHES FOR THE OILIAMENDAENTSEILL BE MAD SOILS UTILIZED FORLANDSCAPEPURPOSES.TOPSOIL LIED SHALLBEPLANTING. INTO LOOSENED SUB GRADE TOA MINIMUM DEPTH OF 6". VERIFICATION OF THE NEED FOR ADDITIONAL SOIL AMENDMENTS WILL BE MADE ASTRAL TIME. RECOMMENDED AMENDMENTS SHALL BE APPLIED PRIOR TO PLANTING. 22.) DRAINAGE: CONTRACTOR SHALL NOTIFY THE OWNER OF ANY LOW POINTS OR FORESEEN POOR DRAINING AREAS EXISTING ON-SITE AND PROVIDE CORRECTIVE DRAINAGE PLANS PRIOR TO COMMENCING LANDSCAPE WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE IN ALL FINISHED LANDSCAPE AREAS THAT ARE PART OF THIS SCOPE OF WORK. ALL POSITIVE DRAINAGE FROM LANDSCAPE AREAS SHALL BE DISCHARGED APPROPRIATELY AND SHALL NOT CREATE DRAINAGE PROBLEMS OFFSITE OR IN OTHER AREAS OF THE PROJECT. FINISHED LANDSCAPE AREAS WISH PONDING WATER OR OTHER POOR DRAINAGE CONDITIONS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 24.) OWNER SHALL APPROVE PLANT MATERIAL & PLANTING BED LOCATION PRIOR TO INSTALLATION. ALLOW 24 HOURS MINIMUM NOTIFICATION FOR INSPECTION REQUEST. PLANT MATERIAL THAT HAS BEEN APPROVED FOR INSTALLATION SHALL BE PLANTED WITHIN 24 HOURS. INSTALLATION SHALL NOT BE CONDUCTED UNDER ADVERSE WEATHER CONDITIONS WITHOUT PRIOR APPROVAL OF THE RESPONSIBLE OFFICIAL. PLANT MATERIAL THAT CANNOT BE PLANTED WITHIN ONE DAY FOLLOWING ARRIVAL SHALL BE HEELED -IN, KEPT MOIST AND PROTECTED AT ALL TIMES FROM EXTREME WEATHER CONDITIONS. PLANTS SHALL BE STORED AT THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 25.) TREE PITS SHALL BEA MINIMUM OF THREE TIMES (35) THE DIAMETER OF THE TREE'S ROOT MASS. ADDITIONAL AERATION MAY BE REQUIRED AS DIRECTED BY THE RESPONSIBLE OFFICIAL. ADD WATER TUBES TO THE TREE PLANTINGS IN PAVED AREAS. 26.) STREET TREES SHALL BE SYMMETRICAL AND UNIFORM IN APPEARANCE, SIZE AND STRUCTURE. 27.) STREET TREE AND SHRUB INSTALLATIONS SHALL CONFORM TO THE FOLLOWING GENERAL GUIDELINES: A.) TREES SHALL NOT BE PLANTED IN LOCATIONS THAT COULD LEAD TO ROOTS DAMAGING SIDEWALKS OR CURBING, OR IN ANY OTHER LOCATION THAT MAY CAUSE A SAFETY CONCERN. 28.) PLANT MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS. PLANT MATERIAL THAT HAS LOST MORE THAN 30 PERCENT OF ITS NORMAL FOLIAGE SHALL BE REPLACED AT CONTRACTOR'S EXPENSE AS DIRECTED BY THE RESPONSIBLE OFFICIAL. 29.) ALL TREE STAKES TO BE REMOVED AFTER A PERIOD OF TWO YEARS. 30.) ALL SLOPES STEEPER THAN 3:1 SHALL BE PROTECTED WITH EROSION CONTROL FABRIC INSTALLED PER MANUFACTURER'S SPECIFICATIONS OR OTHER APPROVED EROSION CONTROL METHOD. 3L) THE LANDSCAPE CONTRACTOR TO FOLLOW TMC 18.52.080 FOR PLANT MATERIAL SELECTION. 32.) THE LANDSCAPE CONTRACTOR TO FOLLOW TMC 18.52.090 FOR SOIL PREPARATION, PLANTING AND IRRIGATION PRACTICE. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG' 1-800-424-5555 (811) ngton 98011 425.885.7877 SEE STAMP GATE F Q ❑ DESIGNED WANQIN SU JOSHUA P. BEARD APPROVED JOSHUA P. BEARD CARY SHARNBROICH, P.E PROJECT MANAGER SHEET L2 31 14 OF 17 PROJECT NUMBER 19173 47 48 SW1/4, SE1/4, SEC. 14, TWP. 23 N., RGE. 4 E., W.M. PIPE SLEEVE (TYP.); MAINLINE PIPE (TYP.); _ _ SEE SHEET L3.31 SEE SHEET L3.31 I - - --FORDETAIL FOR DETAIL I P.n.C-_; SEE SHEET L3.31 FOR DETAIL -10.- —,,,,F S 143RD SIRE (PUBLIC RIGHT -OF- AY) -- __ NOTES 1. IRRIGATION DESIGN IS SCHEMATIC: - ALL IRRIGATION WORK TO BE PERFORMED WITHIN PLANTING BEDS EXCEPT FOR SLEEVING. 2. NUMBER OF SLEEVES TO BE VERIFIED BY THE CONTRACTOR PRIOR TO INSTALLATION. 3. SHARE TRENCHES WHEREVER POSSIBLE BETWEEN LATERAL AND MAINLINES. TURF ROTARY (TYP.); SEE SHEET L3.31 FOR DETAIL REMOTE CONTROL VALVE (TYP.); SEE SHEET L3.31 FOR DETAIL 14Nu 20050210001498 DRIPLINE (TYP.); SEE SHEET L3.31 FOR DETAIL LATERAL PIPE (TYP.; SEE SHEET L3.31 FOR DETAIL) SCALE: 1" = 20' 10 20 40 8.9 Ilj RAIN SENSOR; SEE SHEET L3.31 FOR DETAIL CONTROLLER; SEE SHEET L3.31 FOR DETAIL 47 S 143RD PLACE (PUBLIC R/GR7-OF WA ), UNDERGROUND LOCATOR SERVICE CALL BEFORE 801J 01G, 1-800-424-5555 (811 ofWA81., 4711W72:0 o � I 0 <n = D 3 a d Q W K o_ W CARY SHARNBROICH, PROJECT MANAGER PROJECT NUMBER 19173 49 50 SW1/4, SE1/4, SEC. 14, TWP. 23 N. RGE. 4 E. W.M. IRRIGATION SCHEDULE SYMBOL • 81.5 SYMBOL SYMBOL O FS MANUFACTURER/MODEL/DESCRIPTION HUNTER MP1000 PROS-04-PRS40CV-F TURF ROTATOR, 4" POP-UP WITH CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 P5), MP ROTATOR NOZZLE ON PRS40 BODY. M -MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC. HUNTER MP2000 PROS-04-PRS40CV-F TURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. K -BLACK ADJ ARC 90-210, G -GREEN ADJ ARC 210-270, R -RED 360 ARC. HUNTER MP800SR PROS -04 -P6940 -CV -F TURF ROTATOR, 4.0" POP-UP WITH CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI. MP ROTATOR NOZZLE ON PRS40 BODY. ADJ=ORANGE AND GRAY ( ARC 90-210), 360 -LIME GREEN AND GRAY (ARC 360) HUNTER 60815 PROS-04-PRS40-CV-F TURF ROTATOR. 4" POP-UP WITH CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. M -MAROON AND GRAY ADJ ARC 90 TO 210, L=LIGHT BLUE AND GRAY 210 TO 270 ARC, 0 -OLIVE AND GRAY 360 ARC. MANUFACTURER/MODEUDESCRIPTION QTV PSI DETAIL 1 40 13 40 38 40 46 40 QN AREA TO RECEIVE DRIPUNE RAIN BIRD XFS-CV-04-18 7,218 LF. XFS-CV SUBSURFACE LANDSCAPE DRIPLINE WITH A HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.4 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. GREAT FOR ELEVATION CHANGE. SPECIFY XF INSERT FITTINGS. MANUFACTURER/MODEL/DESCRIPTION QN RAIN BIRD PEB 8 1', PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. HUNTER 603301525 QUICK COUPLER VALVE, YELLOW LOCKING RUBBER COVER, RED BRASS AND STAINLESS STEEL, WITH 3/4" NPT INLET, 2 -PIECE BODY. 3 FEBCO 825YA 2" 1 REDUCED PRESSURE BACKFLOW PREVENTER HUNTER 120-160044 1 16 STATION OUTDOOR MODULAR CONTROLLER. WITH ONE ICM -800 MODULE. COMMERCIAL USE METAL CABINET. HUNTER MINI-0LIK RAIN SENSOR, MOUNT AS NOTED RAIN BIRD FS -150-8 2 1-1/2" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM SITECONTRO D AND OPERATING R GE OF CONTROL 80.0 P. SENSMODEL SUGGESTED FPR FLOW RANGE H N GPM TO 80.0 GPM. SENSORS SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE. WATER METER 1-1/2" 186100TI N LATERAL LINE: PVC CLASS 200 SDR 21 -NP IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC CLASS 200SDR 21 Valve nallout Valva N Ilk Valv Flow Valve Siee VALVE SCHEDULE 1,617 L.F. 716.3 L.F. 134.5 LF. DETAIL DETAIL NUMBER MODEL IF' TYPE GPM WIRE P11 PSI 0 POC PRECIP 1 RAIN BIRD PEB 1" DRIPLINE 23.9 46.49 53 0.641n/h 2 RAIN BIRD PEB 1" TURF ROTARY 15.2 45.71 52.25 133 in/h 3 RAIN BIRD PEB 1" DRIPUNE 211 45.60 52.13 0.961n/h 4 RAIN BIRD PEB 1" TURF ROTARY 14.1 37.71 44.30 159 in/h 5 RAIN BIRD 0E6 1" TURF ROTARY 34.5 46.85 53.43 1.08 in/h 6 RA11V BIRD PEB 1" TURF ROTARY 8.9 44.16 50.73 0.97 In/h ] RAIN BIRD PEB 1" DRIPLINE 19.1 36.70 43.25 0.89in/h 8 RAIN BIRD PEB 1" DRIPUNE 14.4 44.28 50.86 0.961n/h IRRIGATION NOTES PART3 EXECUTION PART1 GENERAL 3.1 PRE -CONSTRUCTION A. PRIOR TO STARTING WORK, CONTRACTOR SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE WITH OWNERS PROJECT MANAGER/SUPERINTENDENT, 1.1 SCOPE OF WORN A. FURNISH AND INSTALL A COMPLETE PERMANENT UNDERGROUND IRRIGATION SYSTEM TO PROVIDE ADEQUATE IRRIGATION OF LL AREAS SHOWN ON THE OSNER'S REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT TO DISCUSS PROJECT REQUIREMENTS, CHANGED SITE CONDITIONS. PHASING AND OTHER A ISSUES. IRRIGATION PLAN. 1.2 WORK INCLUDED 3.2 VERIFICATION A. FURNISH ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT AS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF ALL IRRIGATION WORK, A. BEFORE PROCEEDING WITH ANY WORK, THE IRRIGATION CONTRACTOR SHALL INSPECT THE SITE, CAREFULLY CHECK ALL GRADES AND VERIFY ALL RECORD DRAWINGS SHALL BE COMPILED BY IRRIGATION CONTRACTOR. DIMENSIONS AND CONDITIONS AFFECTING THE WORK TO SATISFY HIMSELF THAT HE MAY PROCEED SAFELY AND ACCEPT THE SITE AS READY FOR HIS B. IRRIGATION SYSTEM LAYOUT IS DIAGRAMMATIC. EXACT LOCATIONS OF PIPING, DRIPLINE, SPRINKLER HEADS, VALVES, AND OTHER COMPONENTS SHALL WORK TO BEGIN. BE ESTABLISHED BY CONTRACTOR IN THE FIELD AT TIME OF INSTALLATION. MINOR ADJUSTMENTS IN SYSTEM LAYOUT WILL BE PERMITTED TO CLEAR B. REPORT ANY DEVIATIONS BETWEEN THE CONTRACTOR -PREPARED IRRIGATION DRAWINGS AND THE SITE. FAILURE TO DO SO PRIOR TO THE INSTALLING EXISTING FIXED OBSTRUCTIONS OF EQUIPMENT, AND RESULTING IN REPLACING, AND/OR RELOCATING, OR ADDITIONAL EQUIPMENT, SHALL BE DONE AT CONTRACTOR'S EXPENSE. C. ANY IRRIGATION RE -DESIGN WORK OR SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO C. AVAILABLE PRESSURE VERIFICATION: PRIOR TO THE START OF ANY WORK, VERIFY THE STATIC PRESSURE AT POINT OF CONNECTION. NOTIFY OWNER IN CONSTRUCTION. DRAWINGS MUST BE NEATLY DRAFTED (ON MYLAR OR IN AN ELECTRONIC P08040(AUTOCAD 20000R LATERA AND INCLUDE ALL WRDING OF PRESSURE AVAILABLE FOR APPROVAL TO PROCEED. NECESSARY INFORMATION FOR A COMPLETE DESIGN REVIEW. D. CONFLICT WITH UTILITIES AND PLANT MATERIALS: LOCATE IRRIGATION LINES TO AVOID EXISTING AND PROPOSED UTILITY LINES, AND PROPOSED PLANT 13 RELATED WORK MATERIAL LOCATIONS AND ANY EXISTING TREES. MINOR FIELD ADJUSTMENTS TO SHRUBS MAY BE MADE WITH APPROVAL TO AVOID EQUIPMENT. A. ROUGH GRADING: SITE TO BE CLEARED, GRUBBED AND SUB -GRADES SET BY GENERAL CONTRACTOR PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. 3.3 PREPARATION B. GENERAL CONTRACTOR TO SUPPLY AND INSTALL WATER SERVICE CONNECTION AND WATER METER, WITH THREADED STU60UT AT DISCHARGE SIDE OF A. LAY OUT AND STAKE THE LOCATION OF EACH PIPE RUN AND ALL SPRINKLER HEADS AND SPRINKLER VALVES. WATER METER TO CORRESPOND TO IRRIGATION SYSTEM MAINLINE PIPE SIZE. 3.4 INSTALLATION G GENERAL CONTRACTOR TO SUPPLY 110 VOLT POWER TO CONTROLLER; AND TO PROVIDE ANY SLEEVING REQUIRED TO PENETRATE STRUCTURES OR A. TRENCHING: TRENCHES SHALL BE STRAIGHT AND WITHOUT ABRUPT GRADE CHANGES. TRENCH BOTTOMS SHALL BE FLAT AND CLEAN OF ANY LARGE OR WALLS.BE 18 D. GENERALCCHANGES AND/ 06 ADJ SUPPLY TS SLEEVESLOCATIONS OR IRRIGATION SYSTEMSINSTTWO ALLED, SHALL DIAMETERDOEATT THE EXPENSE ENSE OF THE ORSH S PERROCK. BLENCH DEPTH SHALL AND 40- 8 INCHESOUGH TO COVER 008 DRIES OF COVERSLEEVES MAIN LB AND 858 INCHESIMDEPTH COVER0018OVER CHTERALS E. ANYCHLIGES ANO/OR ADJUSTMENTS TO LOG4TION5 OF SLEEVES, ONCE INSTALLED,SHALL BE DONE ATTUEEXPENSE OFTHE GENERAL CONTRACTOR. ANDS APPLICABLEMAXIMUM MUNICIPAL2IHESE MAIN 4" - &MIMUCLEARANCE DRIPLINE. PIPESHALLINCHES ETWENBEATONUNES IF INCHES OMMOT 1.4 RESPONSIBILITY AND AMAXIMUM DEPTH OF 24 INCHES, MAINTAINAMINIMUM CLEARANCE OF THREE(3)INCHES BETWEEN IRRIGATION LINES IF IN ACOMMON TRENCH. A. THE IRRIGATION CONTRACTOR WILL BE REQUIRED PER STATE LAW TO CALL THE UNDERGROUND UTILITIES LOCATOR SERVICE AT (1-600-424-55551 BEFORE WORK COMMENCES. THE IRRIGATION CONTRACTOR SHALL 8E HELD RESPONSIBLE FOR ANY DAMAGE TO AND PROTECTION OF EXISTING UTILITIES AND STRUCTURES. THE IRRIGATION CONTRACTOR WILL ALSO COMPLY WITH THE FOLLOWING CODES AND STANDARDS: 1. THE LOCAL JURISDICTIONAL ORDINANCES AND BUILDING CODES; 2. NATIONAL ELECTRICAL CODE; 3. AMERICAN SOCIETY FOR TESTING AND MATERIALS, (ASTM) 4. NATIONAL SANITATION FOUNDATION, (NSF); 5. EXCAVATING. BACKFILLING, AND COMPACTING OPERATIONS; 6. PROTECT EXISTING TREES,PLANTS,LAWNS, AND OTHER FEATURES DESIGNATED TO REMAIN AS PART OF THE FINAL LANDSCAPE WORK. 7. OBTAIN OWNER'S REPRESENTATIVE'S ACCEPTANCE OF INSTALLED AND TESTED IRRIGATION SYSTEM PRIOR TO INSTALLING BACKFILL MATERIALS. NOTIFICATION MUST PRECEDE REQUESTED INSPECTION BY 24 HOURS. B. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES TO THE GROUNDS, WALKS, CURBS, ROADS, BUILDINGS, EXISTING VEGETATION PIPING SYSTEMS, ELECTRICAL SYSTEMS AND THEIR EQUIPMENT AND CONTENTS CAUSED BY LEAKS IN THE IRRIGATION SYSTEM BEING INSTALLED OR HAVING BEEN INSTALLED BY THEM. THE IRRIGATION CONTRACTOR SHALL REPAIR ALL DAMAGES AT THEIR EXPENSE AND INA MANNER WHICH IS SATISFACTORY TO THE GENERAL CONTRACTOR AND THE OWNER. 15 QUALIFICATION OF INSTALLER A. CONTRACTOR MUST BEA 0CENSED AND/OR BONDED IRRIGATION CONTRACTOR. THE IRRIGATION SYSTEM MUST BE INSTALLED BY AN EXPERIENCED IRRIGATION INSTALLER. 1.6 VERIFICATION A. BEFORE PROCEEDING WITH ANY WORK, THE IRRIGATION CONTRACTOR SHALL INSPECT THE SITE, CAREFULLY CHECK ALL GRADES AND VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE WORK TO SATISFY HIMSELF THAT HE MAY PROCEED SAFELY AND ACCEPT THE SITE AS READY FOR HIS WORK TO BEGIN. 17 PIPE SLEEVES A. PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR WHERE IRRIGATION LINES CROSS WALKS, SIDEWALKS, DRIVEWAYS AND/OR PARKING LOTS. THE IRRIGATION CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF PIPE SLEEVING WITH THE GENERAL CONTRACTOR. 18 SYSTEM FAMILIARIZATION A. UPON ACCEPTANCE OF SYSTEM BY OWNER, THE IRRIGATION CONTRACTOR SHALL PROVIDE NECESSARY KEYS AND/OR OTHER TOOLS NECESSARY TO OPERATE, DRAIN AND ACTIVATE SYSTEM, AND SHALL SPEND SUFFICIENT TIME WITH OWNER TO INSURE THAT SYSTEM OPERATION, MAINTENANCE, AND WINTERIZING CAN CONTINUE ON AFTER THE DEPARTURE OF CONTRACTORS. THE IRRIGATION CONTRACTOR SHALL LABEL CIRCUITS CLEARLY ON CONTROLLER, 1.9 "AS BUILT" RECORD DRAWINGS A A NEAT AND LEGIBLE REPRODUCIBLE DRAWING (ON MY1AR 06 IN AN ELECTRONIC FORMAS(0050CAD 20000R LATER)), SHOWING THE ACTUAL INSTALLED LOCATIONS OF ALL IRRIGATION EQUIPMENT SHALL BE PROVIDED WITHIN THEIR (30) DAYS OF FINAL ACCEPTANCE. 1,10 SUBMITTALS A PRODUCT DATA: MANUFACTURER'S TECHNICAL DATA AND INSTALLATION INSTRUCTIONS. 1.11 WARRANTY AND REPLACEMENT A. MATERIALS AND WORKMANSHIP SHALL BE FULLY GUARANTEED FOR ONE (1) YEAR FOLLOWING OWNER'S FINAL ACCEPTANCE OF PROJECT AT 1008 COMPLETION. THIS WARRANTY EXCLUDES WORK DONE ON SYSTEM BY OTHERS AFTER FINAL ACCEPTANCE. VANDALISM DR ANY DAMAGE DONE BY OTHERS OR DUE TO ACTS OF GOD ARE NOT COVERED. MANUFACTURER'S WARRANTY SHALL EXTEND BEYOND 1 YEAR IF APPLICABLE. 8. REPAIRS ADJUSTMENTS AND REPLACEMENT OF DEFECTIVE IRRIGATION SYSTEM MATERIALS INCLUDING MATERIALS THAT HAVE BEEN INSTALLED ON THE WORK DURING THE WARRANTY PERIOD SHALL BEAT CONTRACTOR'S EXPENSE. PART2. MATERIALS 2.1 MATERIAL A ALL MATERIALS TO BE INCORPORATED IN THIS SYSTEM SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS AND OF QUALITY AND PERFORMANCE AS SPECIFIED, AND MEETING THE REQUIREMENTS OF THE SYSTEM. 1. NO SUBSTITUTIONS OF SMALLER PIPE SIZES WILL BE PERMITTED BUT SUBSTITUTIONS OF LARGER SIZES OF SAME TYPE AT NO EXTRA COST WITH APPROVAL ARE ACCEPTABLE. 2. NO SUBSTTMIONS WILL BE PERMITTED WHICH HAVE NOT BEEN SUBMITTED FOR PRIOR WRITTEN APPROVAL. 2.2 GALVANIZED PIPE A SHALL BE SCHEDULE 40, DOMESTIC MANUFACTURE, AND SHALL CONFORM TO ASTM DESIGNATION A 12065. FITTINGS SHALL BE MALLEABLE GALVANIZED. 2.3 PLASTIC PIPE A SHALL BE SCHEDULE 40 PVC AND CLASS 200 PVC., MINIMUM PIPE SIZE TO BE ". B. PIPE SHALL BE MARKED WITH MANUFACTURER'S NAME, CUSS OF PIPE NSF SEAL AND DATE AND SHIFT OF MANUFACTURING RUN. PIPE SHALL BEAR NO EVIDENCE OF INTERIOR OR EXTERIOR EXTRUSION MARKS. C. PIPE WALLS SHALL BE UNIFORM, SMOOTH AND GLOSSY. PIPE MAY BE PRE -BELLED OR WITH INDIVIDUAL SOLVENT -WELD COUPLINGS. D. FITTINGS SHALL BE SCHEDULE 40 WEIGHT, FULL SIZE. FITTINGS, CEMENT. AND THINNER SHALL BE A BRAND(S) RECOMMENDED BY MANUFACTURER OF PIPE. E. PVC SOLVENT WELD PIPE: PVC 1120 AND 1220 MATERIAL, 200 PSI MINIMUM PRESSURE RATING WITH SDR 21 WALLS WHICH CONFORM 50 85TN, 2241. 2.4 DRIPLINE SYSTEM A. DRIPLINE AND INTEGRAL DRIPLINE COMPONENTS: THE DRIPLINE SHALL BE PRESSURE COMPENSATING DRIPUNE. DRIPPER FLOW RATE AND SPACING SHALL BE A5 INDICATED ON SCHEDULE, 1. DRIPLINE FITTINGS: ALL DRIPL1NE CONNECTIONS SHALL BE MADE WITH APPROVED INSERT FITTINGS; MANUFACTURER EQUAL TO THAT OF DRIPLINE. 2. SOIL STAPLES: ALL ON-SURFACE/UNDER MULCH DRIPLINE INSTALLATIONS SHALL BE HELDIN PLACE WITH SOIL STAPLES SPACED EVENLY EVERY 5' ON CENTER, AND AT EACH FITTING. 3. LINE FLUSHING VALVES: ALL DRIPLINE SYSTEMS SHALL BE INSTALLED WITH MANUAL OR AUTOMATIC LINE FLUSHING VALVES, AS SPECIFIED ON DRAWINGS. 4. AIR/VACUUM RELIEF VALVES: DRIPLINE SYSTEMS SHALL BE INSTALLED WITH AIR/VACUUM RELIEF VALVES ONLY WHERE INDICATED ON DRAW)NGS. 5. DISC FILTER: A DISC FILTER SHALL BE INSTALLED AT EACH ZONE VALVE OR ON THE MAIN LINE TO ENSURE PROPER FILTRATION . THE FILTER SHALL BE AS SPECIFIED ON PLAN SET OR APPROVED SUBSTITUTE. 2.5 HEAD SYSTEM A. MANUFACTURER'S STANDARD UNIT DESIGNED TO PROVIDE UNIFORM COVERAGE OVER ENTIRE AREA OF SPRAY INDICATED AT AVAILABLE WATER PRESSURE, AS FOLLOWS: 1 POP-UP SPRAY: FIXED PATTERN. WITH SCREW-TYPE FLOW ADJUSTMENT AND STAINLESS STEEL RETRACTION SPRING. SEE SCHEDULE ON PLAN FOR SPECIFIC MODEL TYPE. 2. POP-UP ROTARY SPRAY: GEAR DRIVEN, FULL CIRCLE AND ADJUSTABLE PART CIRCLE TYPE. SEE SCHEDULE ON PLAN FOR SPECIFIC MODEL TYPE. 2.6 REMOTE CONTROL VALVES A. MANUFACTURER'S STANDARD OF TYPE AND SIZE INDICATED. SEE SCHEDULE ON PLAN. 2.7 AUTOMATIC CONTROLLER 3.5 A GENERAL: FURNISH LOW VOLTAGE SYSTEM MANUFACTURED EXPRESSLY FOR CONTROL OF AUTOMATIC CIRCUIT VALVES OF UNDERGROUND IRRIGATION SYSTEMS. PROVIDE UNIT OF CAPACITY TO SUIT NUMBER OF CIRCURS. SEE SCHEDULE ON PLAN. 3.6 B. CONTROL ENNLOSURE- EXTERNAL APPLICATIONS: MANUFACTURER'S STANDARD WEATHERPROOF ENCLOSURE WITH LOCKING COVER ON PEDESTAL SEE SCHEDULEPLAN. G CONTROLLER WIRINGA80VE GROUND SHALL BE INSTALLED IN A CONDUIT. 2.5 CONTROL WIRE A CONTROLLER ONT OF DIRECT BURIAL WIRE WHITE SHALL O COMMON REDTRE VALVE ACHIMPULSE, WITH T A THE CONTROLLER. ON COLOR AS D SPARE WIRE CO RUN N FROM 3.7 COR EMUST B01 THE END VALVE ON RANACH LEG OF THE MAINLINSIGNED FOR TWO (ETCH SPAREATVOLTS CA D UL APP.0000 IFYAS WIRE COLOR ON THEA&BUILTS. B. WIREMUST INSULATED BE USE WITH P6108 APPROVAL OF ER'S REPRESENTATIVE. LTSAND UL APPROVED AS TYPE U.F. C.MULTI-STRAND CABLE MAY BE USED WITH PRIOR APPROVAL OF OWNERS REPRESENTATIVE. 2.9 BACKFLOW PREVENTION DEVICES A. DOUBLE CHECKVALVE ASSEMBLYALBRONZSHALE BODIES, CHECKLLED VALVES LVE ANDTES COCK . OUBLRE ECH C VAL S SHLL BE DE IGNE TO OPERA E 8006EAVY 3.8 DUTYINUOUS PRESS WITHRLLBRNGT E FRES ,LO OWAND DOUBLE CHECK VALVES SHALL BE DESIGNED TO OPERATE UNDER CONTINUOUS CHECK ASHALLPERMBE FUTHSFEESIFLOW AOFOVEDRAT16 ALES, SEEDETAILS.DISCHARGE I B. UNLESS OTHERISE VALVESLIE8D FURNISHED K VH APPROVED L CHECK VALVES, INLET AND 300 PSI FORSHUT-OFFON-SH VALVES AND FIELDER.TESTING COCKS. 3.9 U00BLE OTHERWISESPECIFIED,ASSEMBLY PER IRRIGATION VALVESSHALLHAVE ALSERVICEARATINGYFHESTAIFOE T. 000 150. WATER. 0. DOUBLE CHECK VALVE ASSEMBLY PER IRRIGATION SCHEDULE OR EQUAL AS APPROVED BY THE STATE DEPT. OF HEALTH. 2.10 PRESSURE REGULATING VALVE A. SHALL BE PER IRRIGATION SCHEDULE OR APPROVED EQUAL 8. USE PRESSURE REGULATING VALVES AS REQUIRED TO CONTROL IRRIGATION SYSTEM WATER PRESSURE 2.12 QUICK COUPLING VALVES A. QUICK COUPUNG VALVES SHALL BE AS SPECIFIED ON PLAN SET, OR APPROVED SUBSTITUTE. PROVIDE LUG KEYS WITH HOSE SWIVEL ELLS AS QUICK 3.11 COUPUNG VALVES 2.13 VALVE BOXES 0. ALL VALVES TO BE ENCLOSED IN A VALVE BOX. REMOTE CONTROL VALVES TO BE INSTALLED IN AN ARMOR ACCESS AS SPECIFIED ON DETAILS, OR EQUAL. 2.14 MAINUNE PVC PIPE SHALL BE SCHEDULE 40, BURIED ATA MINIMUM 18" DEPTH TO TOP OF PIPE. LATERAL PVC PIPE SHALL BE CLASS 200 AND BE BURIED AT A MINIMUM 12" DEPTH TO TOP OF PIPE. UNLESS STATED, MINIMUM PIPE SIZE IS 3/4". 115 SLEEVING SHALL BE FOUR/S1X INCH DIAMETER (476")SCH.40 PVC. EXTEND SLEEVE 6" PAST THE EDGE OF CONCRETE FLATWORK/WALLS. 3.10 B. DRIPUNE: 6. INSTALL ALL DRIPLINE AS INDICATED ON DRAWINGS. USE ONLY TEFLON TAPE ON ALL THREADED CONNECTIONS. 7. SUPPLY AND EXHAUST HEADERS SHOULD BE INDENTED 2"-4" FROM EDGE OF PLANTER BED, SIDEWALK OR STRUCTURE. 8. ALL DRIPLINE HEADERS TO BE 3/4" DIA. UNLESS OTHERWISE CALLED OUT ON PLANS. 9. SPACE DRIPLINE AT INTERVALS AS INDICATED ON SCHEDULE. 10. CLAMP DRIPLINE FITTINGS WITH 003160R CLAMPS, OR APPROVED SUBSTITUTE, WHEN OPERATING PRESSURE EXCEEDS SPECIFIC DRIPLINE FITTING REQUIREMENTS. 11. WHEN INSTALLING DRIPLINE, INSTALL SOIL STAPLES AS LISTED BELOW: 11.A. ONE STAPLE EVERY THREE (3') FEET AND AT EACH FITTING (TEE, ELBOW, OR CROSS). 12. CAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED TO PREVENT THE ENTRANCE OF MATERIALS THAT WOULD OBSTRUCT THE PIPE. LEAVE IN PLACE UNTIL REMOVAL IS NECESSARY FOR COMPLETION OF INSTALLATION. 13. THOROUGHLY FLUSH ALL WATER LINES BEFORE INSTALLING VALVES AND OTHER COMPONENTS. 14. TEST IN ACCORDANCE WITH STANDARD PRACTICES. 15. FLUSH VALVES TO BE INSTALLED AT LOWEST ELEVATION OF DRIPUNE IRRIGATION AREA. C. SPRINKLER HEADS: 1. INSTALL PER DETAIL AND MANUFACTURER'S RECOMMENDATION. 2. AFTER COMPLETION OF GRADING, SEEDING OR SODDING, AND ROLLING OF GRASS AREAS, ADJUST HEADS TO BE FLUSH WITH FINISHED GRADES. D. DOUBLE CHECK VALVE ASSEMBLY: 1. BACKFLOW PREVENTION DEVICES SHALL HAVE SUFFICIENT CLEARANCE FROM OTHER MATERIALS FOR PROPER MAINTENANCE. MINOR ADJUSTMENTS OF LOCATION MAYBE REQUIRED FOR TECHNICAL PURPOSES OR TO SATISFY LOCAL GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. 2. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS, AND TO LOCAL MUNICIPAL CODE. 3. INSTALL PER DETAIL. E. REMOTE CONTROL VALVES: 1. BEFORE INSTALLATION, SUPPLY LINE SHALL BE THOROUGHLY FLUSHED. 2. ENCLOSE VALVE IN VALVE BOX. 3. INSTALL PER DETAIL F. QUICK COUPLING VALVES: 1. ENCLOSE IN VALVE BOX. 1 PROVIDE ONE CUBIC FOOT OF 3/4" MINUS WASHED GRAVEL SUMP UNDER EACH VALVE. 3. INSTALL PER DETAIL OF PLAN SET AND AT LOCATIONS INDICATED ON PLAN. G. CONTROL WIRE: 1. CONTROL WIRE SHALL BE TAPED TOGETHER AT 10 -FOOT INTERVALS. 2 WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG RE SAME ROUTE AS PRESSURE SUPPLY OR LATERAL LINKS WHENEVER POSSIBLE. 3. PROVIDE A 24 INCH LOOP OF CONTROL WIRE 1N EACH VALVE BOX. 4. ALL SPLICES MUST BE MADE WATERTIGHT DRI -SPLICE OS -400, 08 APPROVED SUBSTITUTE, AND CONTAINED IN VALVE BOXES. 5. SPLICES WILL BE PERMITTED ONLY AT THE VALVES AND NEVER BETWEEN VALVES OR VALVE AND CONTROLLER. THERE MUST BE A SEPARATE LEAD OR 'HOT" WIRE 50 EACH AUTOMATIC VALVE ONE (1) COMMON WIRE WILL BE ACCEPTABLE. ONE (1) SPARE WIRE MUST BE RUN TO THE FARTHEST VALVE FROM THE CONTROLLER AS AN EXTRA WIRE. H. AUTOMATIC CONTROLLERS: 1. ELECTRICAL WIRING SHALL BE INSTALLED ACCORDING TO LOCAL CODE. THE COST OF ALL ELECTRICAL WORK NECESSARY TO MAKE THE AUTOMATIC EQUIPMENT OPERATE PROPERLY SHALL BE INCLUDED IN THIS CONTRACT. 2. LOCATION AND TYPE OF CONTROLLER SHALL BE PER PLANS. 3. MOUNT THE PANEL ENCLOSURE SO ADJUSTMENTS CAN BE CONVENIENTLY MADE BY THE OPERATOR. 4. PROVIDE A CONTROLLER CHART SHOWING THE AREA CONTROLLER BY THE AUTOMATIC CONTROLLER. CHART SIZE SHALL BE MAXIMUM SIZE TO FIT IN THE CONTROLLER DOOR. CHART SHALL BEA REDUCTION OF THE "AS -BUILT' DRAWINGS. 5. SUPPLY OWNER WITH TWO CONTROLLER KEYS. 1. PIPE FITTINGS: L THE CONTRACTOR SHALL EXERCISE CARE IN HANDLING, LOADING, UNLOADING AND STORING TO AVOID DAMAGE. DELIVER PLASTIC PIPING IN BUNDLES, PACKAGED TO PROVIDE ADEQUATE PROTECTION OF PIPE ENDS, EITHER THREADED OR PLAIN.THE PIPE SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT, SO AS NOT TO BE SUBJECT TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. FITTINGS SHALL BE STORED UNDER COVER. 2. PVC CEMENT SHALL BE IPS WELD -ON. SOLVENT WELDING JOINTS SHALL BE GIVEN AT LEAST 15 MINUTES SET-UP TIME BEFORE MOVING OR HANDLING. PIPE SHALL BE CENTER LOADED TO PREVENT SLIPPING. NO WATER SHALL BE PERMITTED IN PIPE UNTIL PERIOD RECOMMENDED BY MANUFACTURER. 3. BACK FILLING SHALL BE DONE WHEN PIPE IS NOT IN AN EXPANDED CONDITIONS DUE TO HEAT OR PRESSURE, 4. BEFORE PRESSURE TESTING, SOLUBLE WELD JOINTS SHALL BE GIVEN CURING TIME AS RECOMMENDED BY MANUFACTURER. 5. NO PVC PIPE MAY BE THREADED OR CONNECTED TO A THREADED FITTING W1THOU5 AN ADAPTER. 6. GREAT CARE MUST BE TAKEN TO INSURE THAT THE INSIDE OF THE PIPE IS ABSOLUTELY CLEAN, ANY PIPE ENDS NOT BEING WORKED ON SHOULD BE PROTECTED AND NOT LEFT OPEN. J. PIPE SLEEVES: 1. WHEREVER IRRIGATION LINES OR WIRE CROSS BENEATH PAVED SURFACES, PIPING AND WIRE SHALL BE INSTALLED IN SLEEVES. SIZE TO BETWO TIMES PIPE DIAMETER, MINIMUM TWO INCH SLEEVE SHALL BE PROVIDED FOR WIRE SET SLEEVES AT 24" BELOW GRADE. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR. K. MANUAL DRAINS: 1. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AS SHOWN ON IRRIGATION PLAN. 2 INSTALL BY TEEING DOWN TO 3/4 -INCH DRAIN VALVE. PROVIDE A DRAINAGE SUMP SIZED TO RECEIVE VOLUME OF DRAIN WATER. 3. MAKE MANUAL DRAIN VALVES ACCESSIBLE BY INSTALLING AN ADJUSTABLE PIPE SLEEVE TO MEET FINISHED GRADE WITH LOCKING VALVE MARKER LID FLUSH WITH FINISH GRADE L. PRESSURE REGULATOR: 1. SET MA%. OPERATING PRESSURE AT 35 PSI. M. PIPE INSULATION PER PIAN: 1. APPLY POLYETHYLENE PIPE WRAP INSULATION TO ALL EXPOSED PIPE SYSTEM FLUSHING A. ENTIRE SYSTEM SHALL BE FLUSHED PRIOR TO INSTALLATION OF DRIPLINE AND SPRINKLER HEADS. PERFORMANCE TESTS/SUBSTANTIAL COMPLETION A. UPON COMPLETION OF SYSTEM INSTALLATION, CONTRACTOR SHALL OPERATE SYSTEM BY MEANS OF THE AUTOMATIC CONTROLLER IN PRESENCE OF OWNER'S REPRESENTATIVE, B. AUTOMATIC SYSTEM SHALL BE CYCLED ELECTRICALLY AND AUTOMATICALLY TO THE SATISFACTION OF OWNER'S REPRESENTATIVE. DISPOSAL OF WASTE MATERIAL A. STOCKPILE. HAUL FROM SITE AND LEGALLY DISPOSE OF WASTE MATERIALS. INCLUDING UNSUITABLE EXCAVATED MATERIALS, ROCK. TRASH, AND DEBRIS. DEBRIS MUST BE REMOVED AT THE END OF WORK TIME EACH DAY. B. MAINTAIN PAVEMENT AND CURB CLEAR, CLEAN AND FREE OF DEBRIS AND SOIL PAVEMENT AND CURB SHALL REMAIN CLEAR, CLEAN AND FREE OF DEBRIS. SURFACE RESTORATION A. PROTECT EXISTING LANDSCAPING; REMOVE AND REPLANT AS NECESSARY TO COMPLETE INSTALLATION. REPLACE DAMAGED LAWN AREAS AND PLANTS WITH NEW PLANTS TO MATCH EXISTING. CLEAN-UP A. CLEAN ALL WORK AREAS ADJOINING AREA, SUCH AS PAVING,CURBS, CATCH BASINS, MANHOLES AND LAWN, OR DEBRIS CAUSED BY THE WORK ON THIS PROJECT, OR ANY PART OF PROJECT, ON COMPLETION OF OPERATIONS AND PRIOR TO WATERING. ALL HARD SURFACED AREAS SHALL BE WASHED CLEAN. FINAL COMPLETION A. UPON COMPLETION AND APPROVAL OF ALL TESTS. B. PROVIDE OWNER WITH A LETTER FOR HIS SIGNATURE OUTLINING COMPLETION OF JOB AND OWNER'S FINAL ACCEPTANCE WITH START AND STOP DATES OF WARRANTY PERIOD. WARRANTY A. SHOULD ANY TROUBLE DEVELOP WITHIN ONE (1) YEAR, WHICH 15 DUE 50 INFERIOR OR FAULTY MATERIAL AND/OR WORKMANSHIP, THE TROUBLE SHALL BE CORRECTED, WITHOUT DELAY, TO THE SATISFACTION OF THE AUTHORIZED OWNERS REPRESENTATIVE AND AT THE CONTRACTOR'S EXPENSE. B. SYSTEM PROTECTION: AS PART OF WARRANTY UNDER "MIS CONTRACT. CONTRACTOR SHALL BE RESPONSIBLE FOR DEACTIVATING AND DRAINING OF SYSTEM PRIOR TO ONSET OF FREEZING SEASON AS PER LOCAL SEASON REQUIRES, AND FOR REACTIVATING THE SYSTEM AT ONSET OF SPRING GROWING SEASON: EACH EVENT THE SYSTEM IS COMPLETED IN A SEASON WHEN SYSTEM WILL NOT BE IN USE. CONTRACTOR WILL WINTERIZE THE SYSTEM AS PER LOCAL SEASON REQUIRES, UPON COMPLETION OF TESTING AND APPROVAL BY OWNER AND REACTIVATE THE SYSTEM IN SPRING. END OF SECTION UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 1-800-424-5555 (811) ngton 98011 425.885.7877 SEE STAMP GATE DESIGNED WANQIN SU JOSHUA P. BEARD Z Q K APPROVED JOSHUA P. BEARD CARY SHARNBROICH, P.E PROJECT MANAGER SHEET L3.02 16 OF 17 PROJECT NUMBER 19173 51 52 SW1/4, SE1/4, SEC. 14, TWP. 23 N. RGE. 4 E. W°M. FROM SOURCE IRRIGATION WATER METER GALVANIZED PIPE TO POINT OF CONNECTION AND WATER METER 2 BRASS BALL VALVE VALVE BOX P.TIC VALVE BOX CARSON 091003 EQUAL GATE VALVE PRESSURE REDUCING VALVE PRESSURE REDUCING VALVE FEBCO PRV 1 INSTALL SIDEWAYS APPROVED DOUBLE CHECK VALVE (SEE DETAIL HEREON) VALVE BOX (CARSON JUMBO BOX) BRASS QUICK COUPLER VALVE FLOW SENSOR PVC PIPE (SCHEDULE 80) MASTER CONTROL VALVE WATERBEe RRIGAi10N METER GALVANIZED UNION GALVANIZED UNION ■ ■ i1�F III�IJ�I� ■ �I MAIN UNE L� TO SYSTEM. 1'WASHEDGRAVELUNDER EMIPE ASSEMBLY 6' DEPTH, BLOCK UNIT as REQUIRED. DOUBLEAPPROVED (SEE IRRIGATONSCHEDULVALVE E) CARSON BOX OR 2• DIAMETER P.V.C. WITH LOCKING CAP. GALVANIZED UNION GALVANIZED UNION TEST COCKS TO FACE SIDEWAYS ALLOW 6' MIN. CLEARANCE BETWEEN THEM AND THE SIDE OF BOX NOTES: QUICK (SEEIRRIGATON SCHEDULE) 1 ENCLOSURE 2° LLER D.C.V. IN TWO METER BOXES STACKED ON TOP OF EACH OTHER OR OVERSIZE BOX MUST HAVE REMOVE..COVER. SIDEWALK AND AREWITH VEHICULAR TRAFFIC SHALL BE METAL EQUAL TO OLYMPIC FOUNDRY SM30 BOXES,00S,1IN OTHER NOIN AS N TRAFFIC AREAS TO CARSON INDUSTRIES1730,18BCFXL METER BOX WITH 1730 COVER. 2. PER PLUMBING CODE REQUIREMENT, IRRIGATION SYSTEMS MUST HAVE SHUT OFF INSTALLED AS SHOW. FEMALE RTTINGS ARE PROHIBITED IN PVC IRRIGATION MAIN (SCHEDULE40) CONJUNCTION WITH METALLIC MALE FITTINGS. 3. ALL UST MEET MINIMUM STANDARDS OF THE UNIFORM PLUMBING CODE AND WSDOH APPROVED INSTALLATION LIST. SPRINKLER HEAD 4. TESTING IS REQUIRED BY A WASHINGTON STATE DEPARTMENT OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND REMOTE CONTROL VALVE ANNUALLY THEREAFTER: ASSEMBLY TO BE MAINTAINED BY OWNER. 5. USE PIPE DOPE ON ALL GALV. FITTINGS LAYOUT: POINT OF CONNECTION NOT TO SCALE CONCRETE E OR MASONRY PAVED SURFACE BOOTH COMPACTED BACKFILL FROM NATIVE SOIL rMUGINCRUSHED ROCK PVC SLEEVE 1 SLEEVES REQUIRED UNDER ALL PAVED AREAS. 2 DUCT TAPE ENDS OF SLEEVE PIP 3. SURVEYOR TO LOCATE ALL HARD URFACES PRIOR TO SLEEVE PIPE INSTALLATON. DETAIL: SLEEVE TRENCHING NOT TO SCALE Q EAVE OF 0HU LLIKWIRELESS RAIN/FREEZE SENSOR 0 PLASTIC TIE DOWN STRAP 0 MOUNTING BRACKET DETAIL: RAIN SENSOR (ROOF MOUNT) NOT TO SCALE DETAIL: PRV/DOUBLE CHECK VALVE ASSEMBLY COMPACTED CLEAN BACKFILL PVC LATERAL PIPE PVC MAINLINE FIELD CONTROL WIRES, 00 TAPE BUNDLED NOT NE COMPACTED CLEAN BACK -FILL OR BEDDING SAND. 6" DEPTH BELOW PIPE NOT TO SCALE ROOT BARRIER CONCRETE SIDEWALK 1111111111 301 x�: 1 ALK PUNTING STRIPS PLACE MAINLINE AT 24" DEPTH AND 12' IN FROM SIDEWALK. 2. IN SIDEWALK PLANTING STRIPS PLACE LATERALS AT 32• DEPTH AND 18" IN FROM SIDEWALK. BACK OF ,SIIDEWALK W - STUB TO PLANTER (TOP) PVC LATERAL BACK OF SIDEWALK FOR PHASE I ONLY DETAIL: MAINLINE AND LATERAL TRENCHING NOT TO SCALE CONTROLLER:- HUNTER I -CORE (24) IN METAL CABINET CONCRETE PAD: • BIRCH MINIMUM THICKNESS FINISH GRADE 3.INCH PVC SCH 40 CONDUIT, FITRNGS AND -SWEEP ELL 1 -INCH PVC SCH AND SWEEP ELL OPOWER ISUPPLY ONGS- WIRES TO REMOTE CONTROL VALVES DETAIL: CONTROLLER WITH PEDESTAL NOT TO SCALE Dol L DONOT ALLOW VAULT TO REST ON PIPE USE EXTENSIONS AS NECESSARY. VALVE TO BESET PLUMB & CENTERED IN VALVE BOX. 3. OR TO FRONDS1) QCV CV KEY AND SWIVEL HOSE ELL PER PROJECT. e a. PROVIDE s DEPTH DRAIN CCK. FLUSH W/ KNISH GRADE CARSON 10" ROUND VAULT WITH LOCKING UD 3/4' QUICK COUPLER VALVE SS HOSE CLAMP (2I SCH 8O PVC NIPPLE SCH.. PVC ST ELL & 90 DEG. ELL SCH 80 P/C NIPPLE, 1' x 12° LENGTH SCH 40 PVC ST. ELL STEEL T FENCE POST. 36' LENGTH SCH 40 PVC MAIN LINE DETAIL: QUICK COUPLER VALVE NOT TO SCALE HEAD TO HEAD SPACING MAYBE DEFINED AS EACH HEAL/SS.. HITTING EACH ADJACENT HEAD. ALL DIRECTIONS: FOR EXAMPLE, 12' RADIUS HEADS SHALL NOT BE SPACED FURTHER THAN 12 ALL DIRECTIONS. farAtir ■ • ry \_ ALL SHRUB HEADS O BE IN SHRUB BD, AND ORF HEADS SHALL BE. .0 r° TURF, FROM EDGE OF BED. 1. USE4 • POPLES INTURF AREAS AND ST POP -UPS IN SHRUB OR GROUND COVER AREAS. HEAD TO HEAD LAYOUT NOTE: PLAN NEW DETAIL: HEAD LAYOUT REMOTE CONTROL VALVE WITH FILTER AND PRV NOT TO SCALE LINE FLUSHING VALVE AREA PERIMETER LATERAL TUBING START CONNECTION ADAPTER EXHAUST HEADER TEE SUPPLY HEADER DETAIL - DRIP LINE LAYOUT NOT TO SCALE VALVE NGT ALLOW 1. DO NOT ULT TO REST ON PIPE. 2. ALL PIPE AND FITTINGS WITHIN VAULT O BE SCH 40 PVC SAME SIZE AS OUTLET LATERAL 3. ALL BOLT COVERS TO BE LOCKING TYPE, BOLT INSTALLED. ADAPTERS4. NO FEMALE PERMITTED. 5. TEFLON APE ONLY. USE NO PIPE DOE6. PROVIDE 6" WASHED DRAIN ROCK BENEATH VAULT. AUTOMATIC CONTROL VALVE RAINBIRD PESB PLASTIC ISOLATION BALL VALVE SAME SIZE AS CONTROL VALVE VAULT FLUSH W/ FINISH GRADE USE CARSON STANDARD VALVE BOX FOR 1° VALVES, CARSON JUMBO VALVE BOX FOR 1-1/2° VALVESAND SUPER JUMBO VALVE BOX FOR 2° VALVES. V.LT TO EXTEND MIN. G. BELOW VALVE. USE EXTENSION SCHEDULE 40 PVC PIE rvP LENGTH ASREQUIRED SCHEDULE 40 PVC 90 BLULOCK & PVC CLASS.° VCUNIONS, TSP. USE3" LENGTH NIPPLES BOTH SIDES OF UNION. DETAIL: ZONE CONTROL VALVE NOT TO SCALE BUBBLER OR SPRAY NOZZLE FLUSH W1711 FINISH GRADE NOZZLE & BODY PER SPECIFICATIONS USE BOTTOM INLET ONLY SCH 40 PJC STREET ELL AND SWING PIPE 90 OLMAXE LENGTH SCH 40 PVC STREET ELL AND SWING PIPE 90 SCH 40 PJC FITTINGS, TOP. LATERAL, (TTP.) SIZE AS INDICATED ON PUN SPRAY HEAD SECTION VIEW NOTES: 1. E4' PORUPS IN TURF AREAS AND 6" PORUPS IN SHRUB OR GROUND COVER AREAS, AS SHOWN IN IRRIGATION SCHEDULE. 2. USE TEFLON TAPE AT ALL TREADED FITTINGS DETAIL: POP-UP SPRAY ROTARY NOT TO SCALE UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG/ 1-800-424-5555 (811) ngton 98011 425.885.7877 LLI QV Ltd' 0 kJ V SEE STAMP GATE DESIGNED WANQIN SU JOSHUA P. BEARD Z 10 APPROVED JOSHUA P. BEARD CARY SHARNBROICH, P.E PROJECT MANAGER SHEET L3.31 17 OF 17 PROJECT NUMBER 19173 53 54 A.200 ENTRANCE KEYPAD 28' WIDE SLIDING GATE PROVIDE CLICK 2 ENTER FOR EMERGENCY VEHICLE ACCESS 6' DECORATIVE FENCE STAIR 2Aty 11111:, A.200 `4 P.t tt-utte' -T- t ELEV EQUIP. ELEV Y 28' WIDE SLIDING GATE PROVIDE CLICK 2 ENTER FOR EMERGENCY VEHICLE ACCESS 3 6' DECORATIVE FENCE / ENTRANCE KEYPAD 8' SITE OBSCURING CHAIN LINK FENCE 6' CHAIN LINK FENCE BEHIND BUILDING •' •'•••'r` cIi'velapt 56 STORAGE-, 2 L721'EVEL-4" L710'-8"EVEL 2 LEVEL 1 - GNFL 100D'-0" LE12V1' E -L4"3 -- i --_- IIIIINIMIM LEVEL2 - 110'-8.. LEVELI -GNDFL , (14) LEV121'EL3 LVEL2 110'-8" LEVEL 1 - 100'-0" L1EVE21L3 ' - 4" LEVEL 2 110'-8" LEVEL 1-GNDFL 100'-0" 01-\4 "_"7"1"1"1141.j • LEVELI- GNDFL 100'-0" cIi'velapt 58 E a_. I ram f& MEDIUM BRONZE* BURNISHED SLATE * WINTER WHITE ASH GRAY * ALMOND* w;94 rAdx�nr.Jt1 r--=-. rait ►�er-!A�ur •r • w•••� cIi'velapt 60 ABBREVIATIONS INDEX ELECTRICAL SYMBOLS SYMBOL DC EXPLANATION SYMBOL EXPLANATION SYMBOL EXPLANATION Q PHASE BRANCH CIRCUIT CONCEALED IN CEILING OR WALL F1 FIXTURE TYPE SYMBOL ®m TAMPER AND FLOW PHOTOVOLTAIC 1+ - — — - BRANCH CIRCUIT CONCEALED IN GROUND OR FLOOR 1 1 LIMIER FIXTURE (TYPICAL) I FACP I FIRE ALARM CONTROL PANEL 2P TWO -POLE A-1,3 BRANCH CIRCUIT HOMERUNS TO PANEL ® EMERGENCY LIGHTING UNIT I RFAA 1 REMOTE FIRE ALARM ANNUNCIATOR PANEL 3m ® ROOM NUMBER ¢ SURFACE OR PENDANT MOUNTED FIXTURE I NAC 1 FIRE ALARM NAC PANEL RECEPTACLE 0 MECHANICAL EQUIPMENT SYMBOL ® RECESSED FIXTURE I VOICEI FIRE ALARM VOICE PANEL REF Oi KEYED NOTE REFERENCE -0 WALL MOUNTED FIXTURE IT/H1 DOOR HOLDER (511 REQ FEEDER TAG (SEE FEEDER SCHEDULE) = WALL PACK I= FIRE/SMOKE DAMPER MCC MOTOR CONTROL CENTER UGHTING AND POWER PANELBOARD RATED LOAD AMPS STRIP FIXTURE 0 FIRE ALARM PULL STATION ELECTRICAL METALLIC TUBING `fl':' RISN'''''' sm DISCONNECT SWITCH �Q TRACK LIGHTING ® FIRE ALARM STROBE +I ELISEO O DISCONNECT SWITCH WITH MOTOR STARTER 'I. BUGERE EGRESS EMERGENCY LIGHTING UNIT EKi FIRE ALARM HORN/STROBE EWC ® MOTOR STARTER - WALL MOUNTED EXIT LIGHT (SINGLE FACE) EGILF FIRE ALARM HORN/STROBE (LF = LOW FREQUENCY) VF EWH VARIABLE FREQUENCY DRIVE -L WALL MOUNTED EXIT LIGHT (DOUBLE FACE) 1g1<i) FIRE ALARM HORN/STROBE WITH PROTECTIVE COVER AL C CONDUIT STUB C. CEILING MOUNTED EXIT LIGHT 4 FIRE ALARM SPEAKER/STROBE SPEAKER J JUNCTION BOX ® CEILING MOUNTED EXIT LIGHT (DOUBLE FACE) ALF FIRE ALARM SPEAKER/STROBE (LF = LOW FREQUENCY) SS EELECTRIC VEHICLE CHARGING STATION ®) EXIT LIGHT WITH PROTECTIVE COVER DI FIRE ALARM SPEAKER ,9 A-3 VIP -"--MODIRER $ SINGLE POLE SWITCH (SUBSCRIPT AS INDICATED BELOW) DILE FIRE ALARM SPEAKER (LF = LOW FREQUENCY) --EQUIPMENTmiSrunoE MTR MOTOR SWBD SWITCHBOARD ATS TWO POLE SWITCH Di FIRE ALARM HORN MW MICROWAVE SWGR SWITCHGEAR AUX 3 -WAY SWITCH FLA WP WEATHERPROOF COVER & LISTED WEATHER RESISTANT DEVICE NEW TTB 4 -WAY SWITCH ALF FIRE ALARM HORN (LF =LOW FREQUENCY) FT GFCI PROTECTED BY FAULT CIRCUIT INTERRUPTER NOT APPLICABLE 0 DIMMER SWITCH BC +44 MOUNTING HEIGHT ABOVE FLOOR OR GRADE GIVEN IN INCHES. FREEZER NC KEYED SWITCH ® FIRE ALARM STROBE CEILING MOUNTED BFG REF REFRIGERATOR FUSED SWITCH NEC TIMER SWITCH TYP DW DISHWASHER CONDUIT M MANUAL STARTER WITH THERMAL OVERLOAD NEMA FIRE ALARM HORN/STROBE CEILING MOUNTED UG DISP DISPOSAL CABINET r PADDLE FAN SPEED CONTROL. (CANARM "CN' SERIES) NEC WASH WASHING MACHINE UNLESS NOTED OTHERWISE 1 OCCUPANCY SENSOR SWITCH @ILE FIRE ALARM HORN/STROBE CEILING MOUNTED (LF = LOW FREQUENCY) NFPA EWC ELECTRIC WATER COOLER UNINTERRUPTIBLE POWER SUPPLY s LOW VOLTAGE CONTROL SWITCH GFP USB HUBBELL USB15AC5W OR EQUAL DUPLEX PLUS USB CHARGER NON FUSED SWITCH 00/0 LOW VOLTAGE CONTROL SWITCH WITH DIMMER CFCI FIRE ALARM HORN CEILING MOUNTED GRC TR TAMPER RESISTANT NOT IN CONTRACT 00/0 OCCUPANCY SENSOR CONTROL SWITCH WITH DIMMER CKT CIRCUIT DUPLEX RECEPTACLE OUTLET GROUND 0c/% DUAL RELAY OCCUPANCY SENSOR CONTROL SWITCH CHILE FIRE ALARM HORN CEILING MOUNTED (LF = LOW FREQUENCY) CLG CEIUNG HP HORSE POWER & QUAD RECEPTACLE OUTLET $$ DOUBLE GANG SWITCH 20 SMOKE DETECTOR (SUBSCRIPT AS INDICATED BELOW) HZ HERTZ SPLIT WIRED DUPLEX RECEPTACLE OUTLET 0.0 $(.' CI LOW VOLTAGE MULTI BUTTON CONTROL SWITCH (LETTER INDICATES CONTROL OF CORRESPONDING FIXTURES) WITH e SMOKE ALARM BATTERY -BACKED IG c SMOKE/CARBON MONOXIDE ALARM COMBO BATTERY -BACKED e. WASH 220V RECEPTACLE OUTLET S'''''CONTROLLING SWITCH (LETTER INDICATES CONTROL OF CORRESPONDING FIXTURES) IMC INTERMEDIATE METALLIC CONDUIT DUCT SMOKE DETECTOR OWNER FURNISHED OWNER INSTALLED WH SMOKE DETECTOR WITH ADDRESSABLE RELAY 6} CURRENT TRANSFORMER ISOLATED GROUND RECEPTACLE a OCCUPANCY SENSOR (CEILING MOUNTED) OUTSIDE SCREW AND YOKE SMOKE DETECTOR WITH SOUNDER BASE CU COPPER J -BOX ®El PB RECEPTACLE BOOR DEVICE 0T DUAL TECHNOLOGY OCCUPANCY SENSOR (CEIUNG MOUNTED) C/W HEAT DETECTOR 0 PASSIVE INFRARED OCCUPANCY SENSOR (CEILING MOUNTED) op (ti CEILING MOUNTED DEVICE BO ROOM CONTROLLER 0 GAS DETECTOR KILOVOLT AMPERES ® SPECIAL RECEPTACLE © DAYLIGHT SENSOR Ica CARBON MONOXIDE DETECTOR 00/0oz CARBON MONOXIDE/NITROGEN DIOXIDE SENSOR (GARAGE) PNL Y MOTOR OUTLET © PHOTOCELL © ADA TWO-WAY COMMUNICATIONS SYSTEM ❑© EXHAUST FAN QV VOLUME CONTROL KP ACCESS CONTROL KEY PAD THERMOSTAT OUTLET °. WALL SPEAKER CR ACCESS CONTROL CARD READER ES REMOTE SENSOR OUTLET e1 CEILING SPEAKER Sos ACCESS CONTROL DOOR STRIKE T TELEPHONE OUTLET 04 SURVEILLANCE CAMERA ML ACCESS CONTROL MAG LOCK V(#) COMPUTER DATA OUTLET (j)) INDICATES JACK QUANTITIES I DVR I SURVEILLANCE DIGITAL VIDEO RECORDER I=1 ACCESS CONTROL DOOR SENSOR Cr NETWORK AND VOICE OUTLET 'NURSE' NURSE CALL ANNUNCIATOR PANEL o ACCESS CONTROL REQUEST TO EXIT ® WIRELESS ACCESS POINT CEILING MOUNTED HE NURSE CALL EMERGENCY CALL DEVICE 0' PUSHBUTTON 1E1 TELEVISION OUTLET g NURSE CALL EMERGENCY CALL LIGHT -0 BELL NOTE ALL S0MBMS MAT HOT BE USm. ABBREVIATIONS INDEX # NUMBER DC DIRECT CURRENT KW KILOWATT PT POTENTIAL TRANSFORMER Q PHASE DISP DISPOSAL LRA LOCKED ROTOR AMPS PV PHOTOVOLTAIC 1+ SINGLE PHASE DRY DRYER LTG LIGHTING PVC POLYVINYL CHLORIDE 2P TWO -POLE DW DISHWASHER MAN MASTER ANTENNA TELEVISION (R) RELOCATE 3m THREE PHASE DWG DRAWING MAX MAXIMUM RECP RECEPTACLE 4P FOUR -POLE EC EMPTY CONDUIT MB MAIN BUS REF REFRIGERATOR AC ALTERNATING CURRENT EM EMERGENCY MCB MAIN CIRCUIT BREAKER REQ REQUIRED AFF ABOVE FINISHED FLOOR EMG EMERGENCY GENERATOR MCC MOTOR CONTROL CENTER RLA RATED LOAD AMPS AFG ABOVE FINISHED GRADE EMT ELECTRICAL METALLIC TUBING MCM 1000 CIRCULAR MILLS RMS ROOT MEAN SQUARE AFP ARC FAULT PROTECTOR EPO EMERGENCY POWER OFF MH MANHOLE SE SERVICE ENTRANCE AHJ AUTHORITY HAVING JURISDICTION EWC ELECTRIC WATER COOLER MIC MICROPHONE SPD SURGE PROTECTION DEVICE AIC AMP INTERRUPTING CURRENT (SYMMETRICAL) EWH ELECTRIC WATER HEATER MIN MINIMUM SPEC SPECIFICATION AL ALUMINUM E EXISTING MLO MAIN LUGS ONLY SPK SPEAKER AM AMPS METER F FUTURE MNF MANUFACTURER SS SELECTOR SWITCH AMP AMPERE FA FIRE ALARM MTG MOUNTING SW SWITCH ANN ANNUNCIATOR FRCP FIRE ALARM CONTROL PANEL MTR MOTOR SWBD SWITCHBOARD ATS AUTOMATIC TRANSFER SWITCH FC FOOT CANDLE MW MICROWAVE SWGR SWITCHGEAR AUX AUXILIARY FLA FULL LOAD AMPS (N) NEW TTB TELEPHONE TERMINAL BOARD AWG AMERICAN WIRE GAUGE FT FOOT N/A NOT APPLICABLE TBC TELEPHONE TERMINAL CABINET BC BARE COPPER FRZ FREEZER NC NORMALLY CLOSED TV TELEVISION BFG BELOW FINISH GRADE FS FUSED SWITCH NEC NATIONAL ELECTRICAL CODE TYP TYPICAL C CONDUIT GFAF DUAL FUNCTION GFCI/AFCI CIRCUIT BREAKER NEMA NATIONAL MANUFACTURING ASSOCIATION UG UNDERGROUND CAB CABINET GFCI GROUND FAULT CIRCUIT INTERRUPTER NEC NATIONAL FIRE CODE UNO UNLESS NOTED OTHERWISE CATS COMMUNITY ANTENNA TELEVISION GFEP GROUND -FAULT EQUIPMENT PROTECTION NFPA NATIONAL FIRE PROTECTION ASSOCIATION UPS UNINTERRUPTIBLE POWER SUPPLY CAN CABLE TELEVISION GFP GROUND FAULT PROTECTOR NES NON FUSED SWITCH V VOLT (KV -KILOVOLT) CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED GRC GALVANIZED RIGID CONDUIT NIC NOT IN CONTRACT VA/R VOLT-AMPS/REACTIVE CKT CIRCUIT GRD GROUND NL NIGHT LIGHT VM VOLT METER CLG CEIUNG HP HORSE POWER NO NORMALLY OPEN W WATTS CNTR CONTRACTOR HZ HERTZ NTS NOT TO SCALE W/ WITH CO CONVENIENCE OUTLET IG ISOLATED GROUND OFCI OWNER FURNISHED CONTRACTOR INSTALLED WASH WASHER CRT COMPUTER TERMINAL IMC INTERMEDIATE METALLIC CONDUIT OF01 OWNER FURNISHED OWNER INSTALLED WH WATTHOUR CT CURRENT TRANSFORMER IN INCH 00&0 OUTSIDE SCREW AND YOKE W/0 WITHOUT CU COPPER J -BOX JUNCTION BOX PB PUSH BUTTON WP WEATHER PROOF C/W CONDUIT WITH KV KILOVOLT PF POWER FACTOR XFMR TRANSFORMER (D) DEMOLISH/DELETE KVA KILOVOLT AMPERES PFR PHASE FAILURE RELAY XFMR-SW TRANSFORMER SWITCH DB DECIBEL KVAR KILOVARS PNL PANEL HP EXPLOSION PROOF NOTE THIS ISA TYPICAL AEBRMATON IST. NOT ALL ABONs Mar BE USED ON THIS PMUECi DESIGN CONTACTS ELECTRICAL ENGINEER. RYAN BEAGLES ELECTRICAL TEAM LEAD: MANUEL MASBERNAT ELECTRICAL DESIGNER CHASE CHRISTENSEN. SHEETINDEX SHEET NUMBER SHEET TITLE E0.0 ELECTRICAL COVERSHEET E1.1 SITE PHOTOMETRIC PLAN E6.1 FIXTURE CUTSHEETS cV ROYAL ENGINEERING ELECTRICAL 1837 S. EAST BAY BLVD. PHONE 801.375.2228 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 COPYRIGHT' IJOBO J201931DATE PLOTTED: 0711412020 • •••••i • ••••••••• r ••• • •`,, •• •••• ••• •••• • ••• • ••••••:•••,/ •• •••••••••• LL • •• • ••• i- dirvelapt 454 N 600 W, SLC, UT 84116 e: h ow d y@ dl vele pt.eom p: 801 -680-4485 00:000000. dlv ele p t.eom No. Date Description BRIXX moienuaay. 14500 Interurban Ave S. Tukwila, WA 89168 19-15 JDH PERMIT SET 09 JULY 2020 ELECTRICAL COVERSHEET 61 E0.0 DVELEM" DESIGN 00000,8 62 LIGHTING SCHEDULE FIXTURE NUMBER FIXTURE MANUFACTURER FIXTURE CATALOG# LAMPS FIXTURE DESCRIPTION REMARKS TYPE QTY. VOLTS WATTS MOUNTING Fi PHILIPPSEQOU�ALAPPROVED PWS-48L-300-NW-02-3-UNV-CS50-IMRI3 LED - UNV 47 SURFACE LED SURFACE WALL FIXTURE COMFORT OPTICS SITE LIGHTING FIXTURE SCHEDULE FIXT FIXTUREPS • POLE REMARKS 8 MANUFACTURER CATALOG# VOLTS WPOLE WATTS MOUNTING TYPE OTYIFIXT. 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EAST BAY BLVD. PHONE: 801.375.2228 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 COPYRIGHT®I J201931 DATE PLOTTED: 0711412020 • •••••• 1 ••••••••• r ••• • •`,, • •••• ••• • •••••••• ••••••••••00 , f' •• •si•••••• • LL • •• • ••• i- di'velapt 454 N 600 W, SLC, UT 84116 e: howdy@dlvelept.eom p: 801 -680-4485 w: ww w. d lv el e p t.eom No. Date Description BRIXX moienuaay. 14500 Interurban Ave S. Tukwila, WA 89168 19-15 JDH PERMIT SET 09 JULY 2020 SITE PHOTOMETRIC PLAN 63 E1.1 DIVELEPTDESIGN LLG00,a 64 I G GARDCO by ®ignify Site & Area PureForm P26 medium area light Garden PureFarm LED area medium P26 features a sleek, low profile design and optimal performance. PureForm area medium is designed to achieve maximum pole spacing, with lumen output up to 28,900 lumens. Multiple distribution and shielding options are available to achieve maximum control. A full range of control options provides additional energy savings. Ordering guide uL 64 Os I4m760 400 400 A 300 SOOmA 600 600. 700 A 700 700 A BOO BOO. 900 900 A OD mmI0057020r3 PAWS FeMArfluslableWallageSeledor. SW Interface modulelorSileft, carr Bde.enefnern. EW.6.2 CO Mk WOW WY -02 emdeewaree BOreaenendna BOCAI General. 2' 9M 590,11 Project example: P28 -4141. -800 -NW -GR -Ali -3 -120 -141S -MOV Teel D 3770Potale3 t90 3110 002030012705 4 Type; 4 0 RolaMM1270. PutoPonlItow mwameniza BIL 9adennro.➢d aLt 9M10310. BK -2 0Ut1r91a03 110 It SecurityWIE 0130 MEd. 30.r.Ing.9110U, KB Pholocontrolkito, MOS TvistUrchliKeplatleSPIn. RAW I04Rece014.7ene MK 100LWRerelade ar4e011177.3471.0' w3Aclr ranadianomble 1909.E4a49wAG° Terninal Bled, MMPo 3.90.0 pole? WW1 Cre Malik* PAL70Custom1.41 lot I12ubr wred 1. Extended lead mer.nlaafe.arybrdelala 9 must specifyInpulvOUB. 3. Mounts lo a 4-7 round polewithadapler Inardwi 10 -square poles 10. Dimming n.stbe connected toNEMA receptadell 4. Not available wB11WherclImmlas oantrolo9tIons 5. Not available with mallonsensor. 12 NotavallablewitaKL 6. Mot available with photoconlml. 13. NolavalIablev.11115Fand W5.1illksprovitleclwIth dad finiNstandard. B. Mot available In 347 [pr.., Pia PpreFomm erna_mmdlpm 03120 page Pf 13U00310000000012122303 0� ePRe 16 e10[Cm ; tamroapanMnotave0w0. pIa: V3 lyamatIn sensor len 0 0 0 c UL 65 GARDCO by Dignify F Wall Mount PureForm LED wall sconce Gardco PureForm LED wall sconce PWS with precision optics offers a sleek, low profile design that will complement a range of architectural styles. PureForm wall sconce provides up to 2t800 lumens to accommodate multiple mounting heights. and is available with Type 2. 3, 4, as well as our back light control optics. A full range of control options is available for additional energy savings. Optional emergency battery backup option is available for path -of -egress end is integral to the luminaire. Ordering guide ®- - - - - - - EMU Mocno,r309Malning.e.nours DIM A11611911,309.mming IZU Proloot ample: PW5-08L-S00,4W-....2.4.114,0 y -9ien, - - - Dloykum RAL Spool, Ingusa seoprY IaaPcy=Maur tan. lead tasappry ant., factory for a. Avene.ore,ndne.a. Not. !able wit other, ming control options.5. Mot. table motton sensor. PWS_PureForn1,01,Sclan[0 11/19 page.. -7. Not available In 7 or B. Must weery n voltage. m u a per circuit l841.,•t 11. Not walla Minnow 900mA. 12. motaveliabiewiu oat_ 14. must specify a moton sensor Ions. options 0 C UL US c7 ROYAL ENGINEERING ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 MECHANICAL PROVO, UTAH 84606 FAX 801.375.2676 COPYRIGHT° I J0870 J20193 DATE PLOTTED: 0711412020 333 � a � • •••••i • ••••••••• r ••• • •`,, •• •••• ••• • •••••••• •••:•• • •••,f' • •• • ••••• LL ••• •••••••r dirvelapt 454 N 600 W, SLC, UT 84116 e: how d y@ d lvele pt.eom p: 801 -680-4485 w: ww wally ele pt.com No. Date Description BRIXX mwewuara.e: 14300 Interurban Ave S. Tukwila, WA 89168 19-15 JDH PERMIT SET 09 JULY 2020 FIXTURE CUTSHEETS 65 E6.1 mVELEPT DES IGNLLC 0010