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LP-17-00005 Highway 9 Master
s�^°LS... 70T,�� KITTITAS COUNTY COMMUNITY DEVELOPMENT SERVICES 411 N. Ruby St., Suite 2, Ellensburg, WA 98926 CDS a CO.KITTITAS.WA.US Office (509) 962-7506 Fax (509) 962-7682 -- "Building Partnerships - Building Communities" - - srrrrr:�scui.sn' - - -- LONG PLAT APPLICATION (To divide lot into 5 or more lots, per KCC Title ) A nz eapplzcatrorz confisSIIeS and erence is REQUIRED if nrop� ' g Inore ilea: nine (9) lots per KCC 15,1.03.020 for this permit. The snore information the County has early in the development �azpconferenthe easier it is to ce, complete andtsu bait an Preapplicatiod work �l zConference conduct an efficient review. To schedule a preapp Scheduling Fornt to CDS. Notes or summaries_fi'om preapplication conference should be included with this application. sary. Pursuant to KCC 15A.03.40, a complete Please type or print clearly in ink. Attach additional sheets alication submittal pa k t and fee. Thefolowmg terns application is determined within 28 days of receipt of the pp must be attached to the application packet. REQUIRED ATTACI3�IENTS ❑ Eight large copies of plat with all preliminary drawing requirements complete (reference KCC Title 16 Subdivision Code for plat drawing requirements) and one small 8.5" x 11" copy ❑ SEPA Checklist (if not exempt per KCC 15.04 or WAC 197-11-800) o Please ick up a copy of the SEPA Checklist if required) ❑ Project Narrative responding to Questions 9-11 on the following pages. OPTIONAL ATTACHIVIENTS (Optional at preliminary submittal, but required at the time of final submittal) ❑ Certificate of Title (Title Report) ❑ Computer lot closures APPLICATION FEES: $4,900.00 Kittitas County Community Development Services (KCCDS) *Preliminary Plat Fee $602.00 Kittitas County Department of Public Works $524.00 Kittitas County Fire Marshal 1 $540.00 Public Health Proportion (Additional fee of $75/hour over 12.5 hours) $6,566.00 Total fees due for this application submittal (One check made payable to KCCDS) $950.00 Kittitas Count C - munity Development Services (KCCDS) *Final Plat Fee $950.00 Total fees due for final plat processing FOR STAFF USE ONLY application Received By (CDS Staff Signature): 4T, El IT # �,� I- � i I ITY PLANNING • BUILDING INSPECTION • PLAN REVIEW • ADMINISTRATION • PERMIT SERVICES • CODE ENFORCEMENT • FIRE INVESTIGATION i FORM LAST REVISED: 12-30-15 Page 1 of 3 GENERAL APPLICATION INFORMATION 1. Name, mailing address and day phone of land owner(s) of record: Landowner(s) signature(s) required on application form. HIGHWAY 9 OFFICE PARK CENTER LLC Name: Mailing Address: 9623 32ND ST SE, STE D112 City/State/ZIP: LAKE STEVENS WA 98258-5783 Day Time Phone: Email Address: 2. Name, mailing address and day phone of authorized agent, if different from landowner of record: If an authorized agent is indicated, then the authorized agent's signature is required for application submittal. JEFF HANSELL Agent Name: Mailing Address: PO BOX 669 City/State/ZIP: CLE ELUM WA 98922 Day Time Phone: 509-674-6569 Email Address: JEFF@SWIFTWATERCUSTOMHOMES.COM 3. Name, mailing address and day phone of other contact person If different than land owner or authorized agent. ENCOMPASS ENGINEERING & SURVEYING Name: 407 SWIFTWATER BLVD Mailing Address: CLE ELUM WA 98922 City/State/ZIP: Day Time Phone: 509-674-7433 Email Address: DPIERCE@ENCOMPASSES.NET 4. Street address of property: Address: N/A City/State/ZIP: CLE ELUM WA 98922 5. Legal description of property (attach additional sheets as necessary): SEE ATTACHED GUARANTEE 6. Tax parcel number: 954846 (20-15-19055-0003) 7. Property size: 1.50 (acres) 8. Land Use Information: MASTER PLANNED RESORT RURAL RECREATION Zoning: Comp Plan Land Use Designation: Page 2 of 3 PROJECT NARRATIVE (INCLUDE RESPONSES AS AN ATTACHMENT TO THIS APPLICATION) 9. Narrative project description (include as attachment): Please include at minimum the following information in your description: describe project size, location, water supply, sewage disposal and all qualitative features of the proposal; include every element of the proposal in the description. 10. Are Forest Service roads/easements involved with accessing your development? Yes Q(Circle) If yes, explain: 11. What County maintained road(s) will the development be accessing from? BULLFROG ROAD AUTHORIZATION 12. Application is hereby made for permit(s) to authorize the activities described herein. I certify that I am familiar with the information contained in this application, and that to the best of my knowledge and belief such information is true, complete, and accurate. I further certify that I possess the authority to undertake the proposed activities. I hereby grant to the agencies to which this application is made, the right to enter the above-described location to inspect the proposed and or completed work. All correspondence and notices will be transmitted to the Land Owner of Record and copies sent to the authorized agent or contact person, as applicable. Signature of Authorized Agent: Date: (REQUIRED if indieWd on yLppljgatio�) X 3/j2 Signature 9"d Ownerof Record Date: (Requir r a licatio sub X Page 3 of 3 moo, tA ._•T°T"` G KITTITAS COUNTY COMMUNITY 9 crrrrrns u,usn -- `Building Partnerships — Building Communities" DEVELOPMENT SERVICES 411 N. Ruby St., Suite 2, Ellensburg, WA 98926 CDS@CO.KITTITAS. WA. US Office (509) 962-7506 Fax (509) 962-7682 SEPA ENVIRONMENTAL CHECKLIST Purpose of checklist: Governmental agencies use this checklist to help determine whether the environmental impacts of your proposal are significant. This information is also helpful to determine if available avoidance, minimization or compensatory mitigation measures will address the probable significant impacts or if an environmental impact statement will be prepared to further analyze the proposal. Instructions for applicants: This environmental checklist asks you to describe some basic information about your proposal. Please answer each question accurately and carefully, to the best of your knowledge. You may need to consult with an agency specialist or private consultant for some questions. You may use "not applicable" or "does not apply" only when you can explain why it does not aoDly and not when the answer is unknown. You may also attach or incorporate by reference additional studies reports. Complete and accurate answers to these questions often avoid delays with the SEPA process as well as later in the decision-making process. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Instructions for Lead Aaencies: Additional information may be necessary to evaluate the existing environment, all interrelated aspects of the proposal and an analysis of adverse impacts. The checklist is considered the first but not necessarily the only source of information needed to make an adequate threshold determination. Once a threshold determination is made, the lead agency is responsible for the completeness and accuracy of the checklist and other supporting documents. Use of checklist for non -project proposals: For non -project proposals (such as ordinances, regulations, plans and programs), complete the applicable parts of sections A and B plus the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). Please completely answer all questions that apply and note that the words "project," "applicant," and "property or site" should be read as "proposal," "proponent," and "affected geographic area," respectively. The lead agency may exclude (for non -projects) questions in Part B - Environmental Elements —that do not contribute meaningfully to the analysis of the proposal. $600.00 Kittitas County Community Development Services (KCCDS) $70.00 Kittitas County Department of Public Works $670.00 Total fees due for this application (One check made payable to KCCDS) Application Received by (CDS FOR STAFF USE ONLY DATE: }� RECEIPT# 1 DATE STAMP IN COMMUNITY PLANNING • BUILDING INSPECTION • PLAN REVIEW • ADMINISTRATION • PERMIT SERVICES • CODE ENFORCEMENT FORM LAST REVISED: 12.30.15 Pagel of 11 • � • 1 1I 1. Name of proposed project, if applicable: Trailhead Town Homes (Suncadia, Phase 1, Division 12A) 2. Name of applicant: Highway 9 Office Park Center, LLC 3. Address and phone number of applicant and contact person: 9623 32nd Street SE, Ste. D112 Lake Stevens, WA 98258-5783 509-674-6569 4. Date checklist prepared: August 31, 2016 5. Agency requesting checklist: Kittitas County Community Development Services 6. Proposed timing or schedule (including phasing, if applicable): Construction is anticipated to begin Summer 2016 and be completed by 2018. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. MountainStar MPR Draft EIS, Volumes 1 -III, July 1999. ("DEIS") MountainStar MPR Final EIS, Volumes 1-4, April 2000. ("FEIS") MountainStar MPR EIS Addendum, March 2002. ("EIS Addendum") MountainStar Properties/Cie Elum UGA FEIS, February 2002. ("Cie Elum EIS") 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No 10. List any government approvals or permits that will be needed for your proposal, if known. Department of Ecology NPDES permit Building permit for residential construction 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) Phase 1 Division 12A is a 14 lot preliminary plat comprised of 1.50 acres located within Phase 1 of the Suncadia Master Planned Resort (MPR). Land uses will include detached residential lots, roads, utilities, parking areas. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The project is located in Kittitas County, Washington, southwest of the City of Roslyn and northwest of the City of Cie Elum. The project is located off of Suncadia Trail in the SE 1/4 of the SW 1/4 of Section 19, Township 20 North, Range 15 East, W.M. Page 2 of 11 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope)? 2.5%. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any agricultural land of long-term commercial significance and whether the proposal results in removing any of these soils. Soils generally include glacial moraine deposits consisting primarily of till. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No indications. e. Describe the purpose, type, total area, and approximate quantities and total affected area of any filling, excavation, and grading proposed. Indicate source of fill. General grading for road, utilities, homesites, driveways and open space areas will be done in phases. Approximately 1.5 acres of land will be disturbed. A balance of cut/fill material, approximately 2,300cy, will be disturbed. Any fill material used for road construction or structural fill will most likely come from a local ECP pit. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Erosion could occur as a result of clearing of trees and vegetation necessary for roads, utilities, and home construction. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 1 acre. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Erosion will be controlled during construction with silt fencing, a rocked construction entrance, and sediment traps if necessary. Disturbed soil will be covered with straw, mulching, and/or seeding. 2. Air a. What types of emissions to the air would result from the proposal during construction operation, and maintenance when the project is completed? If any, generally describe and give approximate quantities if known. Construction equipment emissions and wind-blown dustidebris would be a result during construction. Minimal long term emissions from automobiles would be expected upon project completion. Wood -burning stoves and fireplaces are not permitted in the homes. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. No b. Proposed measures to reduce or control emissions or other impacts to air, if any: Methods used during construction would include periodic watering to control dust and covering Page 3 of 11 stockpiles of excavated soil during windy and rainy periods. 3. Water a. Surface Water: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. N/A 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No 5) Does the proposal lie within a 100 -year floodplain? If so, note location on the site plan. No 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Ground Water: 1) Will groundwater be withdrawn from a well for drinking water or other purposes? If so, give a general description of the well, proposed uses and approximate quantities withdrawn from the well. Will water be discharged to groundwater? Give general description, purpose, and approximate quantities if known. No 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals... ; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. None c. Water runoff (including stormwater): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Stormwater runoff from impervious surfaces will be collected and conveyed through underground piping to offsite runoff control facilities. Runoff from individual lots will be mitigated by dispersion and infiltration. 2) Could waste materials enter ground or surface waters? If so, generally describe. Page 4 of 11 Potential spills or leakage from automobiles could enter the stormwater conveyance system. 3) Does the proposal alter or otherwise affect drainage patterns in the vicinity of the site? If so, describe. No c. Proposed measures to reduce or control surface, ground, and runoff water, and drainage pattern impacts, if any: Stormwater runoff will be collected and treated for water quality using best management practices (BMP's) as approved by the Department of Ecology. Water quality BMP's include bio -infiltration, storm filter systems, and biofiltration swales. 4. Plants a. Check the types of vegetation found on the site: _deciduous tree: alder, maple, aspen, other X evergreen tree: fir, cedar, pine, other X shrubs X grass pasture crop or grain Orchards, vineyards or other permanent crops. wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other X other types of vegetation b. What kind and amount of vegetation will be removed or altered? All vegetation within the roadway and building envelopes will be cleared for houses, roads, and utility construction. c. List threatened and endangered species known to be on or near the site. Section 3.4 and Appendix E of the DEIS contain information on threatened and endangered species. No federal or state threatened or endangered plant species were identified on the MPR site. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Much of the site will remain in nature vegetation. Any enhancement will be done per Suncadia's CCRs and/or development agreement. e. List all noxious weeds and invasive species known to be on or near the site. None known. 5. Animals a. List any birds and other animals which have been observed on or near the site or are known to be on or near the site. Examples include: birds: hawk, heron, eagle, songbirds, other: mammals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other b. List any threatened and endangered species known to be on or near the site. None known. Refer to Suncadia EIS. c. Is the site part of a migration route? If so, explain. Unknown, refer to Suncadia EIS. d. Proposed measures to preserve or enhance wildlife, if any: Addressed in Suncadia EIS. Page 5 of 11 e. List any invasive animal species known to be on or near the site. None known, refer to Suncadia EIS. 6. Energy and natural resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. The energy needs of the project will be met using either electricity or natural gas or a combination of both for heating, cooling, and appliances. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No d. What kinds of energy conservation features are included in the plans of this proposal? Building construction will conform to local and state energy codes. List other proposed measures to reduce or control energy impacts, if any: None known other than compliance with local and state energy codes. 7. Environmental health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. Hazards during and after completion of the project would be typical for those of residential and recreational uses. 1) Describe any known or possible contamination at the site from present or past uses. None known. 2) Describe existing hazardous chemicals/conditions that might affect project development and design. This includes underground hazardous liquid and gas transmission pipelines located within the project area and in the vicinity. Nearby underground natural gas transmission piping could be considered hazardous. 3) Describe any toxic or hazardous chemicals that might be stored, used, or produced during the project's development or construction, or at any time during the operating life of the project. Some toxic or hazardous chemicals during construction might be stored and/or used. Some products might be stored or used during normal residential use. 4) Describe special emergency services that might be required. Fire protection and medical services would be provided by local jurisdictions. Special emergency services are not anticipated. 5) Proposed measures to reduce or control environmental health hazards, if any: Construction contractors would be expected to follow standard safety practices during construction to reduce and control environmental health hazards. Long term measures would be provided by local police, fire, and medical agencies. b. Noise Page 6 of 11 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Other than local traffic, no known sources of noise exist that may affect this project. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. In the short term, an increase in noise associated with the construction of roads, utilities, and homes would occur. Long term noise would include sounds associated with a residential community such as traffic, garbage collection, and outdoor recreational use. 3) Proposed measures to reduce or control noise impacts, if any: Construction noise will be limited to the hours allowed by the Kittitas County noise ordinance. 8. Land and shoreline use a. What is the current use of the site and adjacent properties? Will the proposal affect current land uses on nearby or adjacent properties? If so, describe. The site is currently undeveloped. Adjacent properties include residential and golf course use. The proposed project will not affect current land uses on adjacent or nearby properties. b. Has the project site been used as working farmlands or working forest lands? If so, describe. How much agricultural or forest land of long-term commercial significance will be converted to other uses as a result of the proposal, if any? The site was historically used for commercial forestry. If resource lands have not been designated, how many acres in farmland or forest land tax status will be converted to nonfarm or nonforest use? N/A 1) Will the proposal affect or be affected by surrounding working farm or forest land normal business operations, such as oversize equipment access, the application of pesticides, tilling, and harvesting? If so, how: No c. Describe any structures on the site. None d. Will any structures be demolished? If so, what? No e. What is the current zoning classification of the site? Master Planned Resort f. What is the current comprehensive plan designation of the site? Rural Recreation g. If applicable, what is the current shoreline master program designation of the site? N/A h. Has any part of the site been classified as a critical area by the city or county? If so, specify. No, refer to Suncadia EIS. i. Approximately how many people would reside or work in the completed project? Approximately 28 to 70 people would reside in the proposed residential project. j. Approximately how many people would the completed project displace? None Page 7 of 11 k. Proposed measures to avoid or reduce displacement impacts, if any: N/A I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The proposal is within the MPR and is consistent with the September 2000 Conceptual Master Plan approved by Kittitas County, the Master Planned Resort development agreement adopted by Kittitas County ordinance, and the Phase 1 General Site Plan. m. Proposed measures to ensure the proposal is compatible with nearby agricultural and forest lands of long-term commercial significance, if any: N/A 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. 14 high-income housing units will be provided. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None c. Proposed measures to reduce or control housing impacts, if any: None 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? Proposed structures would be a maximum of two stories or up to a maximum of approximately 40 feet above ground elevation, depending on existing topography. Principal exterior building materials would include wood, metal, concrete, and stone for walls. Metal or composition shingles would be used for roofing materials. b. What views in the immediate vicinity would be altered or obstructed? No significant views would be obstructed. Views would be altered as the forested setting would change to a developed landscape intermixed with a roadway, building rooftops and facades, vehicles, and landscaping. d. Proposed measures to reduce or control aesthetic impacts, if any: Proposed measures include compliance with Suncadia architectural design guidelines and requirements. Areas set aside for open space and common area will reduce the visual impact of development. 11. Light and glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Indoor lighting and vehicle headlights may be visible during evening hours. e. Could light or glare from the finished project be a safety hazard or interfere with views? It is not anticipated that light or glare would be a safety hazard or interfere with views. f. What existing off-site sources of light or glare may affect your proposal? None known. d. Proposed measures to reduce or control light and glare impacts, if any: Page 8 of 11 Use of natural construction materials, non-reflecting surfaces, and vegetative buffers would reduce or control light and glare impacts. Residential lighting would be reduced or controlled through implementation of MPR codes, covenants, and restrictions, and architectural design guidelines that specify down -lighting and shaded fixtures for exterior lighting. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Recreational opportunities in the immediate vicinity include golf, swimming, hiking, fishing, and an activity center. b. Would the proposed project displace any existing recreational uses? If so, describe. The proposed project will not displace existing recreational uses. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: Measures outlined in the MPR Conditions of Approval will be adhered to. 13. Historic and cultural preservation a. Are there any buildings, structures, or sites, located on or near the site that are over 45 years old listed in or eligible for listing in national, state, or local preservation registers located on or near the site? If so, specifically describe. None known, refer to Suncadia EIS. b. Are there any landmarks, features, or other evidence of Indian or historic use or occupation? This may include human burials or old cemeteries. Are there any material evidence, artifacts, or areas of cultural importance on or near the site? Please list any professional studies conducted at the site to identify such resources. None known, refer to Suncadia EIS. C. Describe the methods used to assess the potential impacts to cultural and historic resources on or near the project site. Examples include consultation with tribes and the department of archeology and historic preservation, archaeological surveys, historic maps, GIS data, etc. Refer to Suncadia EIS d. Proposed measures to avoid, minimize, or compensate for loss, changes to, and disturbance to resources. Please include plans for the above and any permits that may be required. None anticipated. A forest practice permit was acquired to do necessary clearing. 14. Transportation a. Identify public streets and highways serving the site or affected geographic area and describe proposed access to the existing street system. Show on site plans, if any. Suncadia Trail serves the site, eventually connecting to Bullfrog Road and SR903. The internal plat road will have direct access to Suncadia Trail. b. Is the site or affected geographic area currently served by public transit? If so, generally describe. If not, what is the approximate distance to the nearest transit stop? No. There is no public transit near the site. c. How many additional parking spaces would the completed project or non -project proposal have? How many would the project or proposal eliminate? There are no additional parking spaces proposed other than dedicated parking for each residence. No parking is eliminated. g. Will the proposal require any new or improvements to existing roads, streets, pedestrian, bicycle or state transportation facilities, not including driveways? If so, generally describe (indicate whether public or private). A new internal road will be constructed. Page 9 of 11 h. Will the project or proposal use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project or proposal? If known, indicate when peak volumes would occur and what percentage of the volume would be trucks (such as commercial and nonpassenger vehicles). What data or transportation models were used to make these estimates? Using general ADT standard measurements, 240 trips per day is anticipated with peak volumes falling on weekends and holidays due to second home owners. During construction, trucks will be the main source of traffic. After construction, it will be standard residential traffic. Refer to Suncadia EIS for methods and more detailed transportation studies completed for the Master Plan Development. i. Will the proposal interfere with, affect or be affected by the movement of agricultural and forest products on roads or streets in the area? If so, generally describe. No h. Proposed measures to reduce or control transportation impacts, if any: Appropriate traffic control (signage) and compliance with applicable standards. 15. Public services a. Would the project result in an increased need for public services (for example: fire protection, police protection, public transit, health care, schools, other)? If so, generally describe. There will be an increased need for fire and police protection, health care, and schools associated with this project depending on the short or long term residency of each owner. b. Proposed measures to reduce or control direct impacts on public services, if any. Measures outlined in the MPR Conditions of Approval will be adhered to. 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Water, sewer, electricity, natural gas, telephone, cable television, refuse collection are proposed for the project. Suncadia Water Company will provide water Suncadia Environmental Company will provide sewer services. Power and natural gas will be provided by PSE Refuse collection will be provided by Waste Management. Telephone and cable television is provided by Axis Communications C. SIGNATURE Page 10 of 11 The above answers are true and complete to the best my knowledge. I understand that the lead agency is relying on them to make its i ion. Signature: p- c, Name of signee: �/ �a-C, Position and Agency/Organization: Date Submitted: Page 11 of 11 u ►W-11 I&I • • : ► e ► ' Z10211 40W-Ast IM ► 61 (IT IS NOT NECESSARY to use this sheet for project actions) Because these questions are very general, it may be helpful to read them in conjunction with the list of the elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. 1. How would the proposal be likely to increase discharge to water; emissions to air; pro- duction, storage, or release of toxic or hazardous substances; or production of noise? Proposed measures to avoid or reduce such increases are: 2. How would the proposal be likely to affect plants, animals, fish, or marine life? Proposed measures to protect or conserve plants, animals, fish, or marine life are: 3. How would the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural resources are: 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, floodplains, or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: Page 12 of 11 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Proposed measures to avoid or reduce shoreline and land use impacts are: 6. How would the proposal be likely to increase demands on transportation or public services and utilities? Proposed measures to reduce or respond to such demand(s) are: 7. Identify, if possible, whether the proposal may conflict with local, state, or federal laws or requirements for the protection of the environment. Page 13 of 11 Trailhead Town Homes °[=CEi ED Project Narrative APR 0 3 2017 Kitti"' Count ou's, The Trailhead Town Homes project is proposed for development on what was originally the "Phase 3" site on the Trailhead Condominium Binding Site Plan project. The Ownership group is proposing a town home project consisting of 14 homes in 7 buildings on individual lots accessed via private road and driveway. The project is on 4.76 acres within the Village Core of the Suncadia Resort. Water & Sewer will be provided via the Suncadia Water & Sewer systems that are ready to serve this parcel. PSE will provide gas and electric service. Atlas Networks will provide telephone, internet and TV. The individual town homes will be sold as Single Family Residences. A Homeowner's Association will be created to manage the access, private roads and driveways within the project. The HOA will also be used as a conduit for cooperative management with the Suncadia HOA and the adjacent Trailhead Condominiums. The attached site plan shows the proposed town home lots and the private roads/driveway areas. Each town home will have 2 stories. Main floor living area will consist of 889 sf. Upper floor living area will be 1,243 sf, for a total of 2,142 sf per town home. There will be 4 bedrooms and 4 %: baths per town home. 2 car garages will be 418 sf each, for a total of 2,560 sf per town home and 5,120 sf per building. The site plans and floor plans/elevations have been reviewed and approved by Suncadia. M DPN PER CHICAGO TITLE INSURANCE COMPANY GUARANTEE NO LOT 4 OF SUNCADIA-PHASE 1, DIVISION 12, AN AMENDED BINDING SITE PLAN, _ AS RECORDED IN BOOK 39 OF SURVEYS, PAGES 2 THROUGH 5, UNDER AUDITOR'S FILE NO' 201312120007, BEING A PORTION OF TRACT Z-1 OF SUNCADIA PHASE 1, DIVISION 9, AS PER PLAT THEREOF RECORDED IN BOOK 11 OF PLATS, PAGES 78 THROUGH 82, IN THE COUNTY OF KTITITAS, STATE OF WASHINGTON; TRAILHEAD SUNCADIA - PHASE 1, DIVISION 12A A PORTION OF SECTION 19, T. 20 N., R. 15 E., W.M., KITTITAS COUNTY, WASHINGTON AND THAT PORTION OF LAT 3, OF TRAILHEAD CONDOMINIUM, IN THE COUNTY OF KfTTITAS, STATE OF WASHINGTON, AS RECORDED IN BOOK 11 OF PLATS, PAGES 199 THROUGH 205, AND AMENDED BY FIRST AMENDMENT RECORDED IN BOOK 12 OF PUTS, PAGES 85 THROUGH 88, AND ACCORDING TO THE AMENDED AND RESTATED DECLARATION THEREOF RECORDED UNDER AUDITOR'S FILE NO. 201312120009 AND RERECORDED UNDER AUDITOR'S FILE NO. 201401060036, RECORDS OF SAID COUNTY, WHICH IS HOUNDED BY A UNE DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID LOT 3, SAID CORNER BEING COMMON TO THE SOUTHEAST CORNER OF SAID LOT 4 AND THE TRUE POINT OF BEGINNING OF SAID LINE; THENCE SOUTH 13'21'25- EAST, ALONG THE EASTERLY BOUNDARY UNE OF SAID LOT 3, 52.00 FEET: THENCE SOUTH 7722'47- WEST, 120.01 FEET; THENCE NORTH 13'21'25- WEST, 52.00 FEET TO A POINT ON THE SOUTHERLY 71 BOUNDARY LINE OF SAID LOT 4; THENCE NORTH 7722'47- EAST, 120.01 FEET TO THE TRUE POINT OF BEGINNING AND TERMINUS OF SAID LINE Z� O OWNER -DEVELOPER, HIGHWAY 9 OFFICE PARK, LLC 9623 32ND STREET SE, SUITE D112 LAKE STEVENS, WA 98258-5783 PHONE: 509-674-6569 954846 TAX MAP NO: 20-15-19055-0003 TOTAL AREA: 1.50 ACRES TOTAL LOT AREA: 1.08 ACRES TOTAL NUMBER OF LOTS: 14 TOTAL NUMBER OF TRACTS: 1 THIS PLAT WHICH WILL BE REFERRED TO AS PHASE 1, DIVISION 12A. WATER k SEWER NOTES: SEE PRELIMINARY SITE @ UTILITY ENGINEERING INFORMATION BASIS OF HI HORIZONTAL• WASHINGTON STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 83/91 THE DISTANCES SHOWN HEREON ARE GROUND DISTANCES, TO CONVERT TO GRID DISTANCES, MULTIPLY BY A COMBINED SCALE FACTOR OF 0.999870387. VERTICAL: NGVD 29 PIAT OF PUT OF PIAT OF 'SUNCADIA - PHASE 1, DIVISION -OSPREY RIDGE -SUNCADIA- PHASE I. DN60N ISH' -SUNCADIA- PHASE I, DIVISION ISA ' AFN 20IW2`TW1` ri (PLAT ALTEMTIONT CORP BINDING SITE PLAN c/ lwOwD SITE PIAN a°? J00' 0 150' 300' I SCLC 1- - 300' PUT OF -SUNCADIA- PHASE I. DIVISION: I PHASE 1, DIVISION 12A PIAT OF 'MOUNTAINSTAR- PHASEI,DIVISION 2(PLAT ALTEMTIONr I AFN 20050BIBOOSS -MOUNTAINSTAR - PHASE 1, DIVISION I IPLATALTEMTIONp Encompass, L ENGINEERING S SWRVEYING Wale. WalYngbn I)Wbn DWN B7 165 NE luntper SI—LSU 201- I,u%Uh,WA98O27-Phone:(425)397-0750-Faa:(425)391-3055 DLF Enle. W-ld gwn mi. CHKD E 407 Sxl9waler 8W. - Gk Elu., WA 98922 - Pho"c: (509) 674.7433 - Fix: (509) 674.7419 GW PRELIMINARY PLAT PREPARED FOR HIGHWAY 9OFFICE PARK CENTER, LLC A PORTON OF SECTION 19, TOWNSHIP 20 NORTH, RANGE 15 EAST, W.M. 1"= 300' 1 1 OF 3 0 J i LU LU CL THE LODGE AT SUNCADIA CONDOMINIUMS E70.4tW010• UMMES EASEIAENT, AFM2 121Y 1&2010012=4 1 oast A790.0�WSWAYAIAIJTUTI:S EASF1FHi AFT[ 201312120012 GRAPHIC SCALE x 1 1e n ( ur rar ) 1 1mh - 3o n TRAILHEAD SUNCADIA - PHASE 1, DIVISION 12A A PORTION OF SECTION 19, T. 20 N., R. 15 E., W.M., KITTITAS COUNTY, WASHINGTON o � cv / PMW1. � tutr,cloK PtV 7E t, omBaN u C5 \ A 3,6083.F. 0 G P• 7 5j •101\1 / / ♦ \ 3,165 S.F. V 3,118 S.F. 3,083 S.F. / 1^' BOO / 3224S.F. / e 0%' 3 Q60 3,767 S.F. ,;C/ � v / 2 ' 3,900 S.F. 1 13 , 14 2,957 S.F. 1 3,443 S.F. I1 TRACT AOI 1 3,525 S.F. 18.018S. 0A3AC. N 12*3T13'W m I i 11.00 1A8.17 S,n S.n.�AT W 81.97 _ 1 _ a TRAILHEAD CONDOMINIUMS \� PHASE 1, DIV. 12 �$ r` 10 a 9 1 ,y WE pN 0.3 3,0803.F. y tpU1TAWAR, A7Et,9MS2 m AEN:70FN:20 M0.:0S1eoox 1 10 1 r 3,230 S.F. Damm ,t Um11,ES E/ SE MEI1,ARt 3,253 S.F. 1 1 1 3,703 S.F. 1 INDEX LOCATION SEC. 19 T. 20 N.R. 15 E.W.M. 1213•pV 19 TRAILHEAD SUNCADIA - PHASE 1, DIVISION 12A A PORTION OF SECTION 19, T. 20 N., R. 15 E., W.M., KITTITAS COUNTY, WASHINGTON LLJ 3,599 S.F. 1 C�� _ �f�ti�1♦� 3,155S.F. THE LODGE AT SUNCADIA CONDOMINIUMS / 3,116SF. `2265 5 3.0638.F. 1 1 i 4 1 �yJ i 1 . /o0 3,224 S.F. ,ya TRAcrw \m YOl1(AWWAR HASE D N23.069S.F.AFR20oUNIMm 3 — 4 _ 3,767 S.F. AFI! 3WI1]tE0001 •m1ao12Nou \ \ \1 3,230 S.F. E)030N0,v UfElIIEB FASEAEHf,AFN: 2 �' 1 xanxtomm E%14,U,0W WEWAYAN)U761,1Ee / 3.900 S.F. EASEL13m`r AFN:211]72121011 \ \ \\ 14 �'2.9sF is. 1 3.443 S.F. 3,253S.F.\ TRACT AC-1 1 3,625 S.F. 18.561 S.F. �.% 0.43 AC. f _ _ INDEX LOCA710N N lar T73- W ,16A7 __e\. ) w 11 \ \ 12 - /� i / \\� SEC. 19 T. 20 N.R. 15 EW.M. --Sll.Ti 4TW 13 3.703 S.F. TRALP Cg DIV.1 I ��� el$ S ATE �29.0�` �I��� AK 19 °j G�IUC SCALE b o .E c>z+�, 1 L,eh — 30 h 1 SUNCADIA S AIA WATER COMPANY, �.- EtJv1Ro;.i%.,FN -, ,S k- , f_C April 5, 2017 EEll VE Kittitas County Community Development Services APR 0 3 2017 411 N. Ruby Street, Suite 2 Ellensburg, WA 98926 �'.ilino RI-': Suncadia Phase 1 Division 12, Amended BSP, Lot 4 Water and Sewer Utility Infrastructure Parcel 920-1.5-19055-0003; Owner: Highway 9 Office Park Center, lle. The purpose of this letter is to address water and sewer availability to service the above referenced 14 -unit (7 duplex buildings) development. Water service to the development parcel is provided by the Suncadia Water Company. An existing 8 -inch water main on Suncadia Trail fronts the project and will provide adequate capacity and flow for the anticipated level of development. After necessary mains and service lines are constructed and conveyed per Suncadia Water Company standards, the Suncadia Water Company will provide service to the 14 individual units. Sewer service to the development parcel is provided by the Suncadia Environmental Company sewer system. Existing sewer mains include an 8 -inch main in Suncadia Trail and a 12 -inch main between the adjacent parcel and the golf course driving range. After the sewer mains and service stubs to the individual units are constructed and conveyed per Suncadia Environmental Company standards, the Suncadia Environmental Company will provide service to the 14 individual units. Please contact me if you have any questions. Sincerely, Cap Powers Di -ctor of Utilities tt` �/ I N-EsY'�� �' , � \ �`-'' " -'�je� �`s $�_ FJUUU'-�1'"•tt_jja �\y l•�,. "_�;� to Ul � f I r� � h'rror.w�. k• r r I i:: Vr15F1,ASS(")(!AYES --� TRAILHEAD PH. III _,. + DUPLEX PLAN ; ARC IIITHCTS r I (l q UNIT 'A' j XXXX SUNGADIA TRAIL "•,..Mu..•,,•.,...•,..�.. r. a OLE ELUM, NA Inl t t $_ Tt¢AILHEAD PH. III DUPLEX PLAN H A yASASSOCIATES ARCH I T F. C T S (1 (1 s UNIT 'A F` N N q XXXX SUNCA171A TRAIL —.:"..•, _ ".�.,-:.0"N. s CLE ELUM, INA Inl CHICAGO TITLE INSURANCE COMPANY Policy No. 7215645618035 E:[ZCE-iVED GUARANTEE APR 0 3 2011 s*,'�;ii:;,,,-.;C11?Iit v�0 CHICAGO TITLE INSURANCE COMPANY, a Nebraska corporation, herein called the Company, guarantees the Assured against actual loss not exceeding the liability amount stated in Schedule A which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. 1. No guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth in Schedule A. PLEASE NOTE CAREFULLY THE LIABILITY EXCLUSIONS AND LIMITATIONS AND THE SPECIFIC ASSURANCES AFFORDED BY THIS GUARANTEE. IF YOU WISH ADDITIONAL LIABILITY, OR ASSURANCES OTHER THAN AS CONTAINED HEREIN, PLEASE CONTACT THE COMPANY FOR FURTHER INFORMATION AS TO THE AVAILABILITY AND COST. Dated: October 20, 2016 Issued by: AmeriTitle, Inc. 101 W Fifth Ellensburg, WA 98926 (509)925-1477 - — Authorized Signer Note: This endorsement shall not be valid or binding until countersigned by an authorized signatory. Subdivision Guarantee Policy Number: 7215645618035 CHICAGO TITLE INSURANCE CONI ANY 0, g Ames President v SEAL SUBMNOM GUARANTEE Order No.: 138918AM Guarantee No.: 7215645618035 Dated: October 20, 2016 Liability: $1000.00 Fee: $350.00 Tax: $28.70 Your Reference: Ptn Lot 3, TRAILHEAD CONDOMINIUM and Lot 4 of SUNCADIA-PHASE 1, DIVISION 12 Assured: Swiftwater Custom Homes The assurances referred to on the face page are: That, according to those public records with, under the recording laws, impart constructive notice of matters relative to the following described real property: Lot 4 of SUNCADIA-PHASE 1, DIVISION 12, an amended binding site plan, as recorded in Book 39 of Surveys, pages 2 through 5, under Auditor's File No. 201312120007, being a portion of Tract Z-1 of Suncadia Phase 1, Division 9, as per plat thereof recorded in Book 11 of Plats, pages 78 through 82, in the County of Kittitas, State of Washington; AND That portion of Lot 3, of Trailhead Condominium, in the County of Kittitas, State of Washington, as recorded in Book 11 of Plats, pages 199 through 205, and amended by first amendment recorded in Book 12 of Plats, pages 85 through 88, and according to the amended and restated declaration thereof recorded under Auditor's File No. 201312120009 and rerecorded under Auditor's File No. 201401060036, records of said County, which is bounded by a line described as follows: Commencing at the Northeast corner of said Lot 3, said corner being common to the Southeast corner of said Lot 4 and the true point of beginning of said line; Thence South 13021'25" East, along the Easterly boundary line of said Lot 3, 52.00 feet; Thence South 77022'47" West, 120.01 feet; Thence North 13021'25" West, 52.00 feet to a point on the Southerly boundary line of said Lot 4; Thence North 77°22'47" East, 120.01 feet to the true point of beginning and terminus of said line. Title to said real property is vested in: Highway 9 Office Park Center LLC, a Washington limited liability company as to Lot 4 and Unit Owners Association of Trailhead Condominium, as representative of the owners of individual condominium units END OF SCHEDULE A Subdivision Guarantee Policy Number: 7215645618035 (SCHEDULE B) Order No: 138918AM Policy No: 7215645618035 Subject to the matters shown below under Exceptions, which Exceptions are not necessarily shown in the order of their priority. EXCEPTIONS: 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. 2. Unpatented mining claims; reservations or exceptions in the United States Patents or in Acts authorizing the issuance thereof; water rights, claims or title to water. 3. Title to any property beyond the lines of the real property expressly described herein, or title to streets, roads, avenues, lanes, ways or waterways on which such real property abuts, or the right to maintain therein vaults, tunnels, ramps, or any other structure or improvement; or any rights or easements therein unless such property, rights or easements are expressly and specifically set forth in said description. 4. Any lien for service, installation, connection, maintenance, tap, capacity or construction or similar charges for sewer, water, electricity, natural gas or other utilities, or for garbage collection and disposal not shown by the Public Records 5. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. 6. General Taxes and Assessments — total due may include fire patrol assessment, weed levy assessment and/or irrigation assessment, if any. Taxes noted below do not include any interest or penalties which may be due after delinquency. Note: Tax year runs January through December with the first half becoming delinquent May 1 st and second half delinquent November 1 st if not paid. For most current tax information or tax printouts visit: or call their office at (509) 962-7535. Tax Year: 2016 Tax Type: County Total Annual Tax: $5,144.46 Tax ID 4: 954846 Taxing Entity: Kittitas County Treasurer First Installment: $2,572.23 First Installment Status: Paid First Installment Due/Paid Date: April 30, 2016 Second Installment: $2,572.23 Second Installment Status: Due Second Installment Due/Paid Date: October 31, 2016 Affects Lot 4 Note: No tax parcel exists for the portion of Lot 3 described herein as it is assessed as common area through the units in the development. Subdivision Guarantee Policy Number: 7215645618035 7. Liens, levies and assessments of the Suncadia Residential Owner's Association. 8. Liens, levies and assessments of the Suncadia Community Council. 9. Liens, levies and assessments of the Assessments for Community Enhancement. Said instrument provides for the lien of a fee which is due upon transfer of the Land. The transfer -conveyance fee is required to be paid upon any sale, exchange, assignment, option, assignment of lease, transfer, or conveyance of said Land. 10. Liens, levies and assessments of the Unit Owners Association of Trailhead Condominium. Affects: Ptn Lot 3 11. Assessment in the amount of $3,900 as setforth in Agreement and Covenant for Collection and Payment of Combined Qualification Payment for Extension of Natural Gas Service, between Mountainstar Resort Development, LLC and Puget Sound Energy, Inc., including the terms and provisions contained therein, recorded April 16, 2004, under Auditor's File No. 200404160016 and as amended by document recorded October 26, 2006, under Auditor's File No. 200610260039. 12. At the request of the insured, we have agreed to eliminate any reference in the policy to issue as to the pendency of Yakima County Superior Court Cause No. 77-2-01484-5 on the agreed-upon understanding that there are no provisions in said policy which afford, or are intended to afford, insurance that there is a present or continuing right to use surface waters of the Yakima River Drainage Basin. The sole purpose of said paragraph appearing in our Guarantee was to advise the insured that such an action is pending of record and that judgment adjudicating such surface waters are being sought in accordance with the statutes of the State. 13. Reservation of Oil, gas, minerals, or other hydrocarbons, including the terms and provisions contained therein, in deed from Jeld-Wen, Inc., an Oregon corporation. Recorded: October 11, 1996 Instrument No.: 199610110015 The Company makes no representation as to the present ownership of any such interests. There may be leases, grants, exceptions or reservations of interests that are not listed. 14. Agreement and the terms and conditions contained therein Between: Kittitas County, a Washington municipal corporation And: Suncadia LLC, a Delaware Limited Liability Company Purpose: Amended and Restated Development Agreement Recorded: April 16, 1990 Instrument No.: 200904160090 Resolution No. 2009-78 adopting the Seventh Amendment to Development Agreement, and the terms and conditions thereof, recorded June 12, 2009, under Auditor's File No.:200906120039. 15. Agreement and the terms and conditions contained therein Between: Mountainstar Resort Development, LLC And: Puget Sound Energy, Inc. Purpose: Agreement and Covenant for Collection and Payment of Combined Qualification Payment for Extension of Natural Gas Service Recorded: April 16, 2009 Instrument No.: 200404160016 Subdivision Guarantee Policy Number: 7215645618035 16. An easement including the terms and provisions thereof for the purpose shown below and rights incidental thereto as set forth in instrument: Granted To: Suncadia Environmental Company, LLC, a Washington Limited Liability Company Purpose: Storm Drainage Utility Easement Recorded: October 23, 2007 Instrument No.: 200710230009 Affects: Portion of subject property 17. Covenants, conditions and restrictions, but omitting any covenant or restriction based on race, color, religion, sex, sexual orientation, disability, handicap, familial status, marital status, ancestry, national origin or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law. Recorded: July 20, 2004 Instrument No.: 200407200037 Modification(s) of said covenants, conditions and restrictions Recorded: December 19, 2007 Instrument No: 200712190004 Modification(s) of said covenants, conditions and restrictions Recorded: March 27, 2009 Instrument No: 200903270051 Note: Supplementals One through Seven and Nine through Eleven do not affect the subject property. 18. Covenants, conditions and restrictions, but omitting any covenant or restriction based on race, color, religion, sex, sexual orientation, disability, handicap, familial status, marital status, ancestry, national origin or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law. Recorded: July 20, 2004 Instrument No.: 200407200038 Modification(s) of said covenants, conditions and restrictions Recorded: December 19, 2007 Instrument No: 200712190005 Modification(s) of said covenants, conditions and restrictions Recorded: March 27, 2009 Instrument No: 200903270053 Note: Supplementals One through Eleven and Thirteen do not affect the subject property. Subdivision Guarantee Policy Number: 7215645618035 19. Covenants, conditions and restrictions, but omitting any covenant or restriction based on race, color, religion, sex, sexual orientation, disability, handicap, familial status, marital status, ancestry, national origin or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law. Recorded: July 20, 2004 Instrument No.: 200407200039 Modification(s) of said covenants, conditions and restrictions Recorded: December 19, 2007 Instrument No: 200712190002 Modification(s) of said covenants, conditions and restrictions Recorded: March 27, 2009 Instrument No: 200903270052 Note: Supplementals One through Eleven and Thirteen do not affect the subject property. 20. An easement including the terms and provisions thereof for the purpose shown below and rights incidental thereto as set forth in instrument: Granted To: Puget Sound Energy, Inc., a Washington corporation Purpose: Purposes of transmission, distribution and sale of gas and electricity Recorded: February 24, 2009 Instrument No.: 200902240025 Affects: Portion of said premises and other land 21. Rights, interests, or claims which may exist or arise by reason of the following fact(s) shown on a survey plat entitled Trailhead Condominium Plat, in Book 11 of Plats, pages 199 through 205 Recorded: June 3, 2009 Instrument No.: 200906030046 Fact(s): a) Dedication thereon b) 10' utilities easements c) Notes contained thereon Affects: Portion of Lot 3 22. Covenants, conditions and restrictions, but omitting any covenant or restriction based on race, color, religion, sex, sexual orientation, disability, handicap, familial status, marital status, ancestry, national origin or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law. Recorded: December 12, 2013 Instrument No.: 201312120009 Said document was rerecorded January 6, 2014 under Auditor's File No.:201401060036. Said document entirely replaces the original Declaration recorded June 3, 2009, under Auditor's File No.:200906030047 Subdivision Guarantee Policy Number: 7215645618035 23. Rights, interests, or claims which may exist or arise by reason of the following fact(s) shown on a survey plat entitled First Amendment to the Survey Map and Plans for Trailhead Condominium Plat Recorded: December 12, 2013, in Book 12 of Plats, pages 85 through 88 Instrument No.: 201312120008 Fact(s): a) Dedication thereon b) Easements as shown thereon c) Notes contained thereon 24. An easement including the terms and provisions thereof for the purpose shown below and rights incidental thereto as set forth in instrument: Granted To: Puget Sound Energy, Inc., a Washington corporation Purpose: Transmission, distribution and sale of electricity and natural gas Recorded: January 27, 2010 Instrument No.: 201001270024 Affects: 10 foot strip adjoining all road shown on the plat 25. Rights, interests, or claims which may exist or arise by reason of the following fact(s) shown on a survey plat entitled Suncadia Phase 1 Division 12, an amended binding site plan Recorded: December 12, 2013 Book: 39 Page: 2 through 5 Instrument No.: 201312120007 Fact(s): Access and utility easements and all notes contained thereon 26. Agreement and the terms and conditions contained therein By: East AHM Development LLC, a Washington limited liability company Purpose: Declaration of Driveway and Access Easement Agreement Recorded: December 12, 2013 Instrument No.: 201312120012 Affects Lot 4 27. A Deed of Trust, including the terms and provisions thereof, to secure the amount noted below and other amounts secured thereunder, if any: Amount: $2,500,000.00 Trustor/Grantor: Watson Properties, L.P. a Washington limited partnership and Mountain Glen Management, LLC, a Washington limited liability company Trustee: Guardian Northwest Title and Escrow Beneficiary: Westside Meadows, a Washington limited liability company Dated: December 23, 2014 Recorded: December 31, 2014 Instrument No.: 201412310043 Affects Lot 4 Subordination Agreement referencing: Instrument No.: 201608180043 And: Instrument No.: 201412310043 Recorded: August 18, 2016 Instrument No: 201608180044 Subdivision Guarantee Policy Number: 7215645618035 28. A Deed of Trust, including the terms and provisions thereof, to secure the amount noted below and other amounts secured thereunder, if any: Amount: $350,000.00 Trustor/Grantor: Highway 9 Office Park Center LLC, a Washington limited liability company Trustee: AmeriTitle Beneficiary: First American Exchange of Skagit County, as facilitator under a 1031 Deferred Exchange Agreement for Watson Properties, L.P. Dated: April 22, 2016 Recorded: April 22, 2016 Instrument No.: 201604220059 Affects Lot 4 Subordination Agreement referencing: Instrument No.: 201608180043 And: Instrument No.: 201604220059 Recorded: August 18, 2016 Instrument No: 201608180045 29. A Deed of Trust, including the terms and provisions thereof, to secure the amount noted below and other amounts secured thereunder, if any: Amount: $1,500,000.00 Trustor/Grantor: Highway 9 Office Park Center LLC, a Washington limited liability company Trustee: Chicago Title Insurance Company Beneficiary: J&J Dakota, LLC, a Nevada limited liability company Dated: August 10, 2016 Recorded: August 18, 2016 Instrument No.: 201608180043 Subordination Agreement referencing: Instrument No.: 201608180043 And: Instrument No.: 201412310043 Recorded: August 18, 2016 Instrument No: 201608180044 Subordination Agreement referencing: Instrument No.: 201608180043 And: Instrument No.: 201604220059 Recorded: August 18, 2016 Instrument No: 201608180045 30. Any monetary encumbrances against individual condominium units and their undivided interest in common elements. END OF EXCEPTIONS Subdivision Guarantee Policy Number: 7215645618035 Notes: Note No. 1: All documents recorded in Washington State must include an abbreviated legal description and tax parcel number on the first page of the document. The abbreviated description for this property is: Ptn Lot 3, TRAILHEAD CONDOMINIUM, Book 11 of Plats, pages 199 through 205, amended by First Amendment, Book 12 of Plats, pages 85 through 88 and Lot 4 of SUNCADIA-PHASE 1, DIVISION 12, Book 39 of Surveys, pages 2 through 5, ptn of Tract Z-1 of Suncadia Phase 1, Division 9, Book 11 of Plats, pages 78 through 82. Note No. 2: Any map or sketch enclosed as an attachment herewith is furnished for informational purposes only to assist in property location with reference to streets and other parcels. No representation is made as to accuracy and the company assumes no liability for any loss occurring by reason of reliance thereon. NOTE: In the event any contracts, liens, mortgages, judgments, etc. which may be set forth herein are not paid off and released in full, prior to or immediately following the recording of the forthcoming plat (short plat), this Company will require any parties holding the beneficial interest in any such matters to join in on the platting and dedication provisions of the said plat (short plat) to guarantee the insurability of any lots or parcels created thereon. We are unwilling to assume the risk involved created by the possibility that any matters dedicated to the public, or the plat (short plat) in its entirety, could be rendered void by a foreclosure action of any such underlying matter if said beneficial party has not joined in on the plat (short plat). END OF GUARANTEE Subdivision Guarantee Policy Number: 7215645618035 APR 0 3 2011 Ki-Ldfa5 CourlLy' <,jS Preliminary Site and Utility Engineering Summary TRAI LH EAD Suncadia Master Planned Resort Phase 1 Division 12 Site Development Plan Jeff Hansell Cle Elum, Washington September 19, 2016 Prepared by Encompass Engineering & Surveying 407 Swiftwater Boulevard Cie Elum, WA 98922 509.674.7433 tel 509.674.7419 fax www.encompasses.net Encompass ENGINEERING & SURVEYING ' ■ Part 1 Introduction The proposed project consists of seven structures, each consisting of two attached residential townhomes. Information presented in this document pertains to the proposed roads, illumination, drainage, water and sewer facilities, and solid waste management program to serve the plat of Phase 1 Division 12. Information on the proposed roads reflects the requirements of Exhibit J to the Development Agreement. Information on the storm drainage reflects the requirements of the Department of Ecology Stormwater Management Manuals, the 1999 Master Drainage Plan and preliminary stormwater engineering for Phase 1. Information of the proposed water supply, storage and distribution system, is taken from the June 2001 MPR Water System Plan and the July 2002 Reservoir, Pumping and Transmission Design Reports that were approved by the Washington State Department of Health and preliminary water system engineering performed for Phase 1. Information on the proposed sewage collection, treatment and disposal system is taken from preliminary engineering for Phase 1 and the March 2000 Site Engineering Technical Summary document for the MPR (Appendix A of the FEIS). September 2016 Phase 1 Division 12 Engineering Summary Encompass Engineering & Surveying Part Roadway Plan Discussed in this part are the classification of Phase 1 Division 12 roads, proposed road sections, roadway illumination and emergency access. Roadway Classifications Phase 1 Division 12 access road and parking shown in the Site Development Plan is classified as follows: Road Conceptual Master Plan Classification Private Private access and parking Roadway Sections The proposed roadway section for Phase 1 Division 12 shall be shown on the civil engineering documents. Access PRIMARY ACCESS: As illustrated on the General Site Plan, primary access to the Phase 1 Division 12 site from Bullfrog Road will be provided via Suncadia Trail. Suncadia Trail ties into Bullfrog Road southwest of Roslyn. Illumination Street lighting designs will conform to the principals of preserving dark skies while providing lighting levels appropriate for roadway safety and security. Street lighting will conform to the following planning criteria. a) Use of full -cutoff shielding on outdoor light fixtures; b) Mounting of light fixture luminaries at a height of not greater than 30 feet; c) Establishment of roadway lighting standards based on needed light distribution and the luminance of roadway surfaces; d) Use of high-pressure sodium (HPS) outdoor lights per change to C-26 approved by County Commissioners May 4, 2004; e) Use of timer or photo -cell controls to regulate when and where lighting would occur; and f) Avoiding unnecessary lighting of building facades Streetlights will be located at intersections, pedestrian trail crossings, and other locations where needed. Alternative luminary styles will be considered during project design. September 2016 Phase 1 Division 12 Engineering Summary Encompass Engineering & Surveying Part 3 Stormwater Management Plan Introduction The preliminary Stormwater Management Plan for Phase 1 Division 12 of the Suncadia Master Planned Resort (MPR) is described in this part. The Stormwater Management Plan reflects application of design guidelines detailed in the Department of Ecology Stormwater Management Manuals as well as information presented in the April 1999 (Rev. July 1, 1999) Master Drainage Plan (MDP) that was prepared by W&H Pacific for the MPR. The MDP outlines stormwater design procedures, guidelines, and protocols for the development. Updates to the MDP include; (1) Adoption of the drainage standards set forth in Washington State Department of Ecology's Stormwater Management Manual for Western Washington August 2001 (DOE SMM) per the RIDGE Settlement Agreement Section 1.9 and (2) An addendum to the MDP dated August 2002 that provides (a) water quality protocol information for golf course areas that discharge to surface waters, and (b) revision of golf course water quality protocol summary information for infiltration to conform with the detailed protocol information. Design specifics addressed in this part include: ➢ Stormwater runoff collection and conveyance ➢ Water quality treatment ➢ Overflow routing ➢ Conceptual Stormwater Plan The proposed land use for the resort is shown in the General Site Plan for Phase 1. Phase 1 Division 12 is located west of the Prospector golf course in Phase 1 Division 2, bordering the golf course driving range, and south of Suncadia Trail. The Suncadia stormwater system will be privately owned, operated and maintained by the Suncadia Water Company. Construction of Division 12 facilities will be determined at the time of construction plan approval. September 2016 Phase 1 Division 12 Engineering Summary Encompass Engineering & surveying Part 3 Stormwater Management Plan Conceptual Drainage Plan Stormwater drainage for the Phase 1 Division 12 impervious areas will be collected in catch basins and conveyed via storm drainage pipes to the existing storm sewer infrastucture. Integral to this stormwater management concept is the update to the Master Drainage Plan for Phase 1. The Phase 1 Division 12 project area soils are generally classified as Qgm — Bullfrog Moraine (glacial moraine deposits), till, group C. Infiltration and Detention Facilities No major infiltration or detention facilities are proposed on site. The proposed project will be conveyed to existing offsite stormwater control facilities. Water Quality Treatment Water quality treatment will be provided for runoff from impervious road and roof surfaces requiring stormwater treatment. Treatment can be provided in one of several Department of Ecology recommended treatment facility types. The water quality treatment option proposed for the Suncadia site will be a stormfilter system. All water quality facilities will be sized to treat the water quality storm. The water quality storm is that storm for which all storms equal or smaller in size account for 90 percent of the average annual runoff. For Phase 1, the water quality design storm is 1.68 inches in 24 - hours. The water quality facility is described below. Stormwater Management StormFilter System Stormwater Management's StormFilter System is a Best Management Practice (BMP) designed to meet most federal, state, and local requirements for treating stormwater runoff in compliance with the Clean Water Act. The StormFilter, a passive, flow-through, stormwater filtration system, improves the quality of stormwater runoff from the urban environment before it enters receiving waterways by removing non -point source pollutants, including sediment (TSS), oil and grease, soluble metals, nutrients, organics, and trash and debris. September 2016 Phase 1 Division 12 Engineering Summary Encompass Engineering & Surveying Part 3 Stormwater Management Plan Overflow Routes Each stormwater facility will have a controlled overflow structure. The overflow will discharge to an overflow drainage swale or enclosed pipe where it will be conveyed to a downstream facility or controlled dispersion area. September 2016 Phase 1 Division 12 Engineering Summary Encompass Engineering & Surveying Part 4 Project !dater Plan Source of Water Supply Suncadia Resort Development, LLC, purchased and applied to the Kittitas County Water Conservancy Board (KCWCB) to transfer three Yakima River water rights (the Pautzke rights) for use on the MountainStar Master Planned Resort. The KCWCB approved the transfer of these rights on April 23, 2002. The Department of Ecology (Ecology) modified and affirmed the KCWCB decision on March 28, 2003. See Decisions KCWCB 01-07 / DOE CS4-YRB07CC01724 @1; KCWCB 01-5 / CS4-YRB07CC07124 @2; KCWCB 01-06 / CS4-YRB07CC01724 @3; and Ecology Letter Re: Trendwest Water Right Change Applications dated March 28, 2003. The transfers as approved by the KCWCB and affirmed by Ecology designate the place of use of Suncadia's Yakima River water rights as the "area served by Suncadia resort Resources, Inc., now known as Suncadia Water Company, LLC, in accordance with a water system comprehensive plan or update approved by the Washington Department of Health" for domestic, irrigation and recreational use purposes. Combined, these transferred water rights allow the diversion of 9.5 cubic feet per second (cfs), 1,784.45 acre-feet per year during the April 1 through October 15 irrigation season and 4.09 cfs, 687.45 acre-feet per year from October 16 through March 31. Ecology further conditioned the rights to provide that the instantaneous diversion for the resort shall be limited to 8.7 cfs during the month of September and in drought years to 9.1 cfs (drought years are defined as when USBR pro -rates water to its Yakima Project contract customers). The authorized points of diversion are the City of Cle Elum's Yakima River Diversion (as primary source of supply), and Cle Elum's Cle Elum River Diversion (as secondary source of supply). In addition, Suncadia, LLC has applied to the Department of Ecology to change the place of use, purpose of use and point of diversion of three irrigation purpose water rights (Lamb and Anderson rights) historically diverted from the mainstream Yakima River near the City of Ellensburg to allow for use of the water on the Suncadia Resort for municipal supply purposes and streamflow augmentation. Suncadia completed the purchase of the Anderson water rights in January, 2004, and has a contract to purchase the Lamb water rights contingent upon their transfer to the MPR. While the applications to change the water rights are pending, Suncadia has filed a motion with the Yakima Superior Court to authorize a change in purpose of use to instream flows and conveyance of the water rights to the State Trust Water Program for mitigation of consumptive water use or other cumulative impacts by the Suncadia Resort. The Yakima Superior Court enter an Order Pendente Lite approving the transfer of the Lamb and Anderson water rights to the State Trust Water Program for the pendency of the upper Yakima Basin adjudication on January 13, 2005, pending approval of a permanent change for use on the resort. Until transferred, the Order Pendente Lite allows use of these rights to mitigate an September 2016 Phase 1 Division 12 Engineering Summary Encompass Engineering & Surveying Part 4 Project Water Plan additional 353.8 acre-feet per year of consumptive use during the April 1 through October 15 irrigation season. In addition to the transfer of water rights and Order Pendente Lite from the mainstream Yakima River, Suncadia applied to Ecology to transfer eleven water rights in four Yakima River tributaries. These tributary water rights are to be transferred to instream flows in mitigation of impacts from the transfer and use of the Yakima River water rights. Ecology approved the transfer of water rights from two of the four tributaries, Big Creek and the Teanaway River, on May 10, 2002. Transfers of the two remaining tributaries, Swauk and First Creeks, were approved by Ecology on January 7, 2004. Ecology's transfer authorizations for Swauk and First Creek rights were appealed to the Yakima Superior Court. The appeal remains pending as of the date of this Plan. Suncadia, LLC has filed a motion with the Yakima Superior Court to authorize conveyance of all of its water rights from the four tributaries to the State Trust Water Program for mitigation of consumptive water use or other cumulative impacts by the Suncadia Resort for the 2005 and subsequent irrigation seasons which was approved by the Yakima Superior Court during its regularly scheduled Oversight Hearing on February 10, 2005. There are limitations imposed by Ecology on the consumptive use portion of the Pautzke water rights until the tributary rights are transferred to the State Trust Water Program. The tributary water rights and Suncadia's general mitigation strategy is discussed in more detail in Chapter 4 of the June 2001 WSP. Phase 1 Division 12 System Description The preliminary transmission and distribution system for Phase 1 Division 12 is illustrated on the enclosed Conceptual Utility Plan. The water for Phase 1 Division 12 will be supplied by the MPR water reservoirs. The reservoirs are located in the northeast section of the MPR. The project site will propose a looped 8 -inch diameter main that will connect to the water main in Suncadia Trail. All homes are to be fire sprinklered on site. Hydrants will be placed at a maximum of 500 feet spacing. Fire flow calculations were developed using a flow of 1500 gallons per minute at 20 pounds per square inch (psi) pressure. September 2016 Phase 1 Division 12 Engineering Summary Encompass Engineering & Surveying Part 5 Sewer System Plan General Description The proposed project consists of seven structures, each consisting of two attached residential townhomes. The collected raw wastewater from developed portions of Phase 1 Division 12 will be conveyed by means of on-site gravity sewers to the existing sanitary sewer system in Suncadia Trail and further continue to off-site gravity sewers to the Waste Water Treatment Plant (WWTP) in Cie Elum. September 2016 Phase 1 Division 12 Engineering Summary Encompass Engineering & Surveying Part 6 Solid Waste Management Plan Suncadia Solid Waste Management Policy Solid waste collection will comply with the Suncadia Solid Waste Management Plan. September 2016 Phase 1 Division 12 Engineering Summary Encompass Engineering & Surveying KITTITAS COUNTY PERMIT CENTER K1TTlTAS COUNTY 411 N. RUBY STREET, ELLENSBURG, WA 98926 COMMUNITY DEVELOPMENT SERVICES PUBLIC HEALTH DEPARTMENT (509) 962-7506 (509) 962-7698 Account name: 032142 Applicant: HIGHWAY 9 OFFICE PARK CENTER Type: check # 6464 Permit Number Fee Description LP -17-00005 CDS FEE FOR PLAT LP -17-00005 FM PLAT LP -17-00005 EH LONG PLAT FEE LP -17-00005 PW LONG PLAT FEE RECEIPT NO.: 00033311 DEPARTMENT OF PUBLIC WORKS (509) 962-7523 Date: 4/3/2017 Total: Amount 4,900.00 524.00 540.00 602.00 6,566.00 ytt cif T � res it I Western Washington Division _ 165 NE Juniper St., Suite 201, Issaquah, WA 98027 (�`r�� ;`y `� Tel (425) 392-0250 Fax (425) 391-3055 n c `�-` r [D, �' E�'�� Eastern Washington Division ENGINEERING & SURVEYING 1 407 Swiftwater Blvd., Cle Elum, WA 98922 'p-1(509) 674-7433 Fax (509) 674-7419 To: Kittitas Countv Communitv Development Svcs. Date: '3 3 I' 6-1 Job No. 16080 411 N. Rubv St., Suite 2 Attn: Jeff Watson Ellensburq, WA 98926 Re: Plat Application (Trailhead) WE ARE SENDING YOU 0 Attached ❑ Under separate cover via overnight mail/regular mail the following items: PRINTS PLANS SHOP DRAWINGS COPY OF LETTER CHANGE ORDER SAMPLES SPECIFICATIONS SUBMITTAL Preliminary Plat (small format) 3 9 Preliminary Plat 3 8 Conceptual Engineering Plans 3 6 Preliminary Site Development Plans El 121 COPIES DATE NO. DESCRIPTION 1 3 Preliminary Plat (small format) 3 9 Preliminary Plat 3 8 Conceptual Engineering Plans 3 6 Preliminary Site Development Plans THESE ARE TRANSMITTED as checked below: I For approval ❑ Approved as submitted For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ FORBIDS DUE REMARKS: ❑ Resubmit copies for approval ❑ For signature ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US Signature: ..........��� Title: Copy to: File Transmittal new address.rtf Letter of Transmottafl r Western Washington Division 165 NE Juniper St., Suite 201, Issaquah, WA 98027 F F c- (7 Tel (425) 392-0250 Fax (425) 391-3055 `-�'� � n F� � �` EC�iV�� Eastern Washington Division ENGINEERING & 5 rRVEYING 407 Swiftwater Blvd., Cle Elum, WA 98922 L��e R U 3 2011 Tel (509) 674-7433 Fax (509) 674-7419 y�9 To: Kittitas County Community Development Svcs. Date: 7j`'S 1 11'"( Job No. 16080 411 N. Rubv St., Suite 2 Attn: Jeff Watson Ellensburq, WA 98926 Re: Plat Application (Trailhead) WE ARE SENDING YOU B Attached ❑ Under separate cover via overnight mail/regular mail the following items: PRINTS PLANS SHOP DRAWINGS COPY OF LETTER CHANGE ORDER SAMPLES SPECIFICATIONS SUBMITTAL 1 1 Transfer Notice 1 1 El 1 El Preliminary Site &Utility Summary 1 1:1 13 SEPA Environmental Checklist 1:1 9 El 121 COPIES DATE NO. DESCRIPTION 1 1 Project Narrative 1 1 Transfer Notice 1 1 Water & Sewer availability 1 10 Preliminary Site &Utility Summary 1 13 SEPA Environmental Checklist 1 9 Sub -Division Guarantee THESE ARE TRANSMITTED as checked below: a For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For signature For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: Signature: . Title: to: File Transmittal new address.rtf LP-17-00005Highway 9 Aerial View Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA,USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS UserCommunity LP-17-00005Highway 9 LP-17-00005Highway 9 Zoning Master PlannedResortZoning LP-17-00005Highway 9 LP-17-00005Highway 9 School District Cle Elum-RoslynSchool District LP-17-00005Highway 9 LP-17-00005Highway 9 Nearby Parcels LP-17-00005Highway 9 LP-17-00005Highway 9 500 Foot Parcels NEWSUNCADIALLC NEWSUNCADIALLC NEW SUNCADIAHOSPITALITY LLC HIGHWAY 9OFFICE PARKCENTER LLC NEWSUNCADIALLC NEWSUNCADIALLC JLJSTFAMILYLLC 1ST &MAIN LLC BMPIIILLCFINNEGAN,DAN &DEBBIE WR VENTURESLLC NEWSUNCADIALLC NEW SUNCADIA LLC C/O GARY KITTLESON 4244 BULLFROG RD STE 1 CLE ELUM WA 98922-8717 LEITH, MARTIN D & KELLI E 134 130TH PL NE BELLEVUE WA 98005-3361 HIGHWAY 9 OFFICE PARK CENTER LLC 9623 32ND ST SE STE D112 LAKE STEVENS WA 98258-5783 NEW SUNCADIA HOSPITALITY LLC 770 SUNCADIA 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EIDE, RICHARD G JR & RICHARDSON, WINN F 1828 4TH ST KIRKLAND WA 98033-4915 GAY, JEFF & SHELLEY PO BOX 521 KITTITAS WA 98934-0521 HOERING, ANTJE 2209 THIRD AVE N SEATTLE WA 98109-2335 FAY, JASON J & LINDSEY ANN 27620 NE 15TH PL DUVALL WA 98019 LOVEJOY, ROBERT & KATHY RAY 22728 37TH AVE NE ARLINGTON WA 98223-9059 OTTELE, JESSIE 1615 92ND AVE NE CLYDE HILL WA 98004-2512 ZACHARY, WILLIAM 1545 NW 57TH ST SEATTLE WA 98107-5641 SMYTH, MICHAEL W & CAROL A 9504 231ST PL SW EDMONDS WA 98020-5022 SZELIGA, CLAY 1760 N NORTHLAKE WAY APT 521 SEATTLE WA 98103-2915 LANDSVERK, DEANNE M 24113 56TH AVE W MOUNTLAKE TERRACE WA 98043-5503 GOETZ, HARRY LAWRENCE III & PAMELA JANE PO BOX 6410 KETCHUM ID 83340-6410 NAP, JASON R & CONNIE L 11731 SE 77TH PL NEWCASTLE WA 98056-1782 RAINSHADOW MOUNTAIN LLC 2905 N 31ST ST TACOMA WA 98407-6406 CALPE, RANDY & ANNE OLSON JIMENEZ, ANDRES & MARGIE 12227 12TH AVE NW SHORELINE WA 98177-4319 ROSLYN PROPERTIES LLC 4244 BULLFROG RD STE 2 CLE ELUM WA 98922-8717 KELLEY, KEVIN L 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FLOWER MOUND TX 75028-3936 SCHLEPP, WAYNE & BRENDA 2825 E LAKE SAMMAMISH PKWY NE SAMMAMISH WA 98074-4515 SUNCADIA 3012 LLC 145 FERNCLIFF AVE NE UNIT D435 BAINBRIDGE ISLAND WA 98110-3430 SLEIGHT, BRIAN 17927 MILITARY RD S SEATAC WA 98188-4627 BUNKOWSKE, JEFFERY D & KERRY J 27704 MAPLE RIDGE WAY SE MAPLE VALLEY WA 98038 JEWETT, RICKY LEE TRUSTEE 3213 W WHEELER ST #403 SEATTLE WA 98199-3245 THIBERT, NEIL & MANN-LING 7726 DOUGLAS AVE SE SNOQUALMIE WA 98065 WILLARD, STEVE PO BOX 1665 WOODINVILLE WA 98072-1665 DIETRICH, ALLAN H & PATRICIA A 10755 NORTH RD LEAVENWORTH WA 98826-9516 KATRI, DAVID E & JUDITH A 841 82ND AVE NE MEDINA WA 98039-4739 RANDLEMAN, MARK & CYNTHIA BUTORAC, STEPHANIE 495 E 4TH ST CLE ELUM WA 98922-1220 NTB HOLDINGS LLC 8327 20TH AVE NW SEATTLE WA 98117 WOOD, LAURA N & FUKUCHI, KYLE 15715 NE 53RD ST REDMOND WA 98052 TAYLOR, JUDSON S & JERILYN 14711 32ND DR SE MILL CREEK WA 98012-5032 KOH, WUITENG & KARRIE C TRUSTEES 2412 ROSEMONT PL W SEATTLE WA 98199-3702 HASTIE, RONALD & TALIA ELLISON, MARSHALL & GERALDINE PO BOX 1211 OLYMPIA WA 98507-1211 ENGSTROM, MICHAEL D & LESLIE D 19214 5TH ST E LAKE TAPPS WA 98391-5619 ORESHKIN, MARIANNA 1035 156TH AVE NE APT 23 BELLEVUE WA 98007-4681 WOLFRAM, STEVEN M 36170 CHERRYWOOD DR YUCAPIA CA 92399 JANTZ, GREGORY L & LAFON M 547 DAYTON EDMONDS WA 98020 RINGER, GEORGE & JALLEEN 2227 71ST AVE SE MERCER ISLAND WA 98040-2320 MOSS, JORDAN & PENNY 16443 SE 47TH PLACE BELLEVUE WA 98006-5869 ROBLEE, ROBERT L & JOHNSON, RONALD M BOX 380 SOUTHWORTH WA 98386 SUNCADIA 2059 LLC 147 NE 56TH ST SEATTLE WA 98105 YOUNG, CHRISTOPHER 18124 40TH DR SE BOTHELL WA 98012-7514 COOK, KRISTINA L TRUSTEE 8477 SW 35TH AVE PORTLAND OR 97219 WATSON, THOMAS E 1415 2ND AVE #710 SEATTLE WA 98101 SOF N SAR LLC 1415 2ND AVE UNIT 710 SEATTLE WA 98101-2029 SOH, ANTHONY KHENG-CHUAN SOH, CHRISTINE HUYNH 419 GRAHAM AVE NE RENTON WA 98059-5782 JONES, ANDREW D & ANNAMARIA D 421 S DAVIES RD LAKE STEVENS WA 98258-8536 GARMS, JASON & WHITE, KATIE 324 7TH AVE KIRKLAND WA 98033-5529 WISCHMEYER, W THOMAS WISCHMEYER, JACQUELINE G 1825 BAY MEADOWS DR WEST LINN OR 97068-2508 HOLM, DOUGLAS & ELIZABETH 2699 230TH AVE SE SAMMAMISH WA 98075-6012 JACOBSON, BRIAN H & JENNIFER L 27010 8TH AVE S DES MOINES WA 98198-9305 PELTON, STEVE & ALICIA CRAIG, MARK & ANGELA 32933 SE 43RD ST FALL CITY WA 98024-8734 NATSUHARA, DAVE & MARIAN 26602 164TH AVE SE COVINGTON WA 98042-8244 MEECHAN, MICHAEL T & PATRICIA A 8431 42ND AVE SW SEATTLE WA 98136 BOUVIER, LLOYD P & JANE ETAL 1510 7TH STREET PL SE PUYALLUP WA 98372-4663 BIRCHETT, NORMAN B 1899 N JANTZEN AVE PORTLAND OR 97217-7808 SCHUMAN, DAVID & TRINA 6037 SYCAMORE AVE NW SEATTLE WA 98107-2042 FINNEGAN, DAN & DEBBIE 7106 CURTIS DR SE SNOQUALMIE PASS WA 98065-9075 GALL, STEVE 14025 19TH AVE NE SEATTLE WA 98125-3213 RASARETNAM, SURESH & ANH-THU 17357 187TH PL SE RENTON WA 98058-0723 WR VENTURES LLC 3831 221ST AVE SE SAMMAMISH WA 98075-9236 MCGINNIS, DON & MARGARET JEAN 12825 STANDRING LN SW BURIEN WA 98146-3046 BENNETT, JEFFREY M & MONICA J 5702 138TH PL SE BELLEVUE WA 98006-4258 MENTOR, JOSEPH P JR & MARIE K 11237 MARINE VIEW DR SW SEATTLE WA 98146-1621 GREELEY, GREGORY WILLIAM GREELEY, KAREN SHERINE 10905 WILLOWICK LN WOODWAY WA 98020-5230 PARK, BRYAN M 13614 SE 186TH PL RENTON WA 98058-8012 BROWN, JOEL B & LESLIE A 25738 SE 27TH ST SAMMAMISH WA 98075-7902 SPEAR, DOUGLAS D & MARY L TRUSTEES 22912 53RD AVE SE BOTHELL WA 98021 COUCH, JOSH & MICHELLE 1380 MARION ST ENUMCLAW WA 98022 SUNCADIA 2012 LLC 1906 6TH AVE W SEATTLE WA 98119-2812 LOT 4 OF SUNCADIA-PHASE 1, DIVISION 12, AN AMENDED BINDING SITE PLAN, AS RECORDED IN BOOK 39 OF SURVEYS, PAGES 2 THROUGH 5, UNDER AUDITOR'S FILE NO. 201312120007, BEING A PORTION OF TRACT Z-1 OF SUNCADIA PHASE 1, DIVISION 9, AS PER PLAT THEREOF RECORDED IN BOOK 11 OF PLATS, PAGES 78 THROUGH 82, IN THE COUNTY OF KITTITAS, STATE OF WASHINGTON; AND THAT PORTION OF LOT 3, OF TRAILHEAD CONDOMINIUM, IN THE COUNTY OF KITTITAS, STATE OF WASHINGTON, AS RECORDED IN BOOK 11 OF PLATS, PAGES 199 THROUGH 205, AND AMENDED BY FIRST AMENDMENT RECORDED IN BOOK 12 OF PLATS, PAGES 85 THROUGH 88, AND ACCORDING TO THE AMENDED AND RESTATED DECLARATION THEREOF RECORDED UNDER AUDITOR'S FILE NO. 201312120009 AND RERECORDED UNDER AUDITOR'S FILE NO. 201401060036, RECORDS OF SAID COUNTY, WHICH IS BOUNDED BY A LINE DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID LOT 3, SAID CORNER BEING COMMON TO THE SOUTHEAST CORNER OF SAID LOT 4 AND THE TRUE POINT OF BEGINNING OF SAID LINE; THENCE SOUTH 13'21'25" EAST, ALONG THE EASTERLY BOUNDARY LINE OF SAID LOT 3, 52.00 FEET; THENCE SOUTH 77'22'47" WEST, 120.01 FEET; THENCE NORTH 13'21'25" WEST, 52.00 FEET TO A POINT ON THE SOUTHERLY BOUNDARY LINE OF SAID LOT 4; THENCE NORTH 77'22'47" EAST, 120.01 FEET TO THE TRUE POINT OF BEGINNING AND TERMINUS OF SAID LINE. OWNER -DEVELOPER: HIGHWAY 9 OFFICE PARK, LLC 9623 32ND STREET SE, SUITE D112 LAKE STEVENS, WA 98258-5783 PHONE: 509-674-6569 PARCEL NO: 954846 TAX MAP NO: 20-15-19055-0003 GENERAL NOTES: VACATION HOMESITES RANGING IN SIZE FROM 0.14 ACRES TO 0.37 ACRES TOTAL AREA: 1.50 ACRES TOTAL LOT AREA: 1.08 ACRES TOTAL NUMBER OF LOTS: 14 TOTAL NUMBER OF TRACTS: 1 THIS PLAT WHICH WILL BE REFERRED TO AS PHASE 1, DIVISION 12A. WATER & SEWER NOTES: SEE PRELIMINARY SITE & UTILITY ENGINEERING INFORMATION BASIS OF HORIZONTAL & VERTICAL DATUM: HORIZONTAL: WASHINGTON STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 83/91 THE DISTANCES SHOWN HEREON ARE GROUND DISTANCES, TO CONVERT TO GRID DISTANCES, MULTIPLY BY A COMBINED SCALE FACTOR OF 0.999870387. VERTICAL: NGVD 29 0 TRAILHEAD SUNCADIA - PHASE 1, DIVISION 12A A PORTION OF SECTION 19, T. 20 N., R. 15 E., W.M., KITTITAS COUNTY, WASHINGTON 1 SCALE: 1" - 300' PLAT OF I PLAT OF "OSPREY RIDGE - SUNCADIA - PHASE 1, DIVISION 1313" II "SUNCADIA - PHASE 1. DIVISION 13A AFN 701902270013 L (PLAT Al TERATION)" "SUNCADIA RESORT CORE" BINDING SITE PLAN PHASE 1, DIVISION 12A PLAT OF "MOUNTAINSTAR - PHASE 1, DIVISION 2 (PLAT ALTERATION)" AFN 200506160038 APR 0 3 2017 Kittitas County �-,j PLAT OF "SUNCADIA - PHASE 1, DIVISION PLAT OF "SUNCADIA - PHASE 1, DIVISION 1 AFN: 200607190001 i- TRAILMEAD SUNCADIA - PHASE 1, DIVISION 12A A PORTION OF SECTION 19, T. 20 N., R. 15 E., W.M., KITTITAS COUNTY, WASHINGTON y� px P 3,155 S.F. / THE LODGE AT SUNCADIA CONDOMINIUMS / EXISTING 10' UTILITIES EASEMENT, AFN: 200712190001 & 201001270024 EXISTING 30' DRIVEWAY AND UTILITIES EASEMENT AFN: 201312120012 GRAPHIC SCALE ao• 0 is• ao' IN FEET ) 1 inch - 30 IG / 3,116 S.F. 5 3,063 S.F. 4 op / 3,224 S.F. / T (7 Sp 3 3,757 S.F. C•) 3p, ry v 3,900 S.F. I 1 3,525 S.F. w i II W 61.92 g'li"2247" TRACT AC -1 18,561 S.F. 0.43 AC. N 12°37'13" W 11.00' 14 1 3,443 S.F. 1 S �i"2247" `N X4612 TRAILHEAD CONDOMINIUMS PHASE 1, DIV. 12 13 2,957 S.F. ;n TRACT Z-7 SUNCADIA, PHASE 1, DIVISION 9 S \� Ss 08, 8 3,599 S.F. 3,253 S.F. TRACT G-3 MOUNTAINSTAR, PHASE 1, DIVISION 2 AFN: 200506160038 EXISTING 10' UTILITIES EASEMENT, AFN: 200712190001 1 1 3,703S .F. 1 INDEX LOCATION 1\ SEC. 19 T. 20 N. R. 15 E.W.M. N.I.I"224'1" E 120 p1 �1CY.+C1-v LCJ P2 0 3 2011 €!,+a County LvS THE LODGE AT SUNCADIA CONDOMINIUMS ' EXISTING 10' UTILITIES EASEMENT, AFN: 200712190001 & 201001270024 9 EXISTING 30' DRIVEWAY AND UTILITIES EASEMENT AFN: 201312120012 GRAPHIC SCALE 1 incIN h F�30 Ik TRAILHEAD SUNCADIA - PHASE 1, DIVISION 12A A PORTION OF SECTION 19, T. 20 N-, R. 15 E-, W.M., KITTITAS COUNTY, WASHINGTON .o CT Z-7 SUNCADIA, PHASE 1, DIVISION 9 8 `v 'e b�0 ' l 3,599 S.F. I I J, 7 _ t G i ��1 \ \ 3,155 S.F. 6 3,116 S.F. 2265 5 / 3,063 S.F. o 4 pp 3,224 S.F. - o 60 i ao � N ' / 3,757 S.F. Q') 30, r / 2 3,900 S.F. %n r 13 1 2,957 S.F. 14 1 3,443 S.F. 1 TRACT AC -1 1 3,525 S.F. ' ( 16,561 S.F. 0.43 AC. - - o V � I � N 12°37'13" W N 11.00' S 77°2247° W 146.12 j , W 61 .92 \ U, °2247 S77 TRAILHEAD CO I S 1 N PHA DIV. 12 _ o I \ 1 I ' t N', l 9N TRACT G-3 3,069 S.F. MOUNTAINSTAR, PHASE 1, DIVISION 2 m ( AFN: 200506160038 10 \ - 3,230 S.F. \ 3,253 S.F.,'A EXISTING 10' UTILITIES EASEMENT, AFN: 200712190001 INDEX LOCATION } 3,703 S.F. ( 11 .� ° 120 •p1 / r 'r 1- `� 1477°2247 j GU N.K. 15 E. TT 19 PRELIMINARY PLAT Encomcuss /P�1� PREPARED FOR HIGHWAY 9 OFFICE PARK CENTER, LLC " A PORTION , R SECTION 19, A ENGINEERING & SURVEYING TOWNSHIP 20 NORTH, RANGE 15 EAST, W.M. KITTITAS COUNTY WAS Western Washington Division DWN BY DATE JOB NO. 165 NE juniper Street, Suite 201 - IssaQuah, WA 98027 - Phone: (425) 392-0250 - Fax: (425) 391-3055 DLP 3/2017 Eastern Washington Division 16080 407 Swiftwater Blvd. - Cie Elum, WA 98922 - Phone: (509) 674-7433 - Fax: (509) 674-7419CHKD BY SCALE SHEET GW 1" = 30' 3 OF 3 WRITTEN DIMENSIONS ON T1415 DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE pROCEEDINS. THE OWNER FUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMEN5ION5 AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY %ICH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. — —m aaavI� r v # y '�N 4 13 o(Z1 \ # I I 1 \01,x„ 2,,,\s T tl 2 - ` LO 51:�,s17 SQ. FT. 0 \ ac ;;1 w POSED RHASE III S ITE T fi ' o a a T -J, I � �--- ���, ;i/ 1 � „ � LOT 3 14�1ll�4�7 50. FT. �3 u a� I 1111 n 1 1 '`JI r I \ la GUEST FAR<I TALLS 1 2l 11 a 1 l7 0 8'-O"x20'-O" EACH 4 FARING SFAGES PER UN17 a 1 / 1 I- 44 1 �y Iv aaa ul e r 1 gp-7,_ G I � �i � 1 - ♦� _ �_-- � � 71 k f�i(/ A/ I A � �I � II II !- ---- ---- - 7�--�ML17r EASEMENT 0 10 20 30 50 S 1 TE PLAN SM &ENEQAL NOTES SCALE: I' a 20'-0' 2016 CURRENT DAVE ALLE6RE #16 -III rt W �N z� V I � r�1 ♦•i 0 tu tLj 0- tLj r ' \ V v ^' 0 y '\ L X data. permit: �-18-t6 revtstons: 8-I i-16 drawn by JL< checked by: &N SF-fE-� T---r GI o� G2 2016 CURRENT DAVE ALLE6RE #16 -III WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENGE OVER 51-ALED DIMEN510N5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GONDITION5, ETC. PERTAINING TO THE WORK BEFORE PROGEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWIN55. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RE51PON5I5I1-ITY FOR THE CO5T TO RECTIFY SAME. Urk'177)' 13°21'25 • — — 816.36,. I kLOT 3 c 147,947 SQ. FT. ® — XISTING�p00''❑ — � _ � SITE PLAN SEE GENERAL NOTES SCALE: I' = 40'-0' IM 2016 CURRENT DAVE ALLEGRE #16-111 0 r_ v� N r N � o C Q Z ~ z M C W �- ■iL- ■ OL 1 x y� xv U x 0 x L x date: 2-18-I6 permit: revisions: 8-1I-16 drawn by checked by: JLK GN 01= G2 2016 CURRENT DAVE ALLEGRE #16-111 VICINITY MAP SCALE. 1"--1,000' STANDARD PLAN NOTES: CONTRACTOR RESPONSIBILITY: 1. ALL WORK SHALL BE COMPLETED IN CONFORMANCE WITH THE WSDOT\APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (CURRENT EDITION). 2. A COPY OF THE APPROVED PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR WORK THAT ARE NOT PROVIDED BY THE OWNER PRIOR TO START OF CONSTRUCTION. CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 4. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL SCHEDULE AND ATTEND A DISCREPANCIES: PRE -CONSTRUCTION MEETING WITH THE OWNER, THE COUNTY, AND OWNER'S IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY THE OWNER'S PROFESSIONAL ENGINEERING CONSULTANT AND THE KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS OF THE CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH PRE -CONSTRUCTION MEETING TIME AND LOCATION. DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPON !BL FOR THE PROPER FITTING OF ALL 5. PAVED SURFACES INCLUDING ROADWAYS, SIDEWALKS AND CURBS THAT ARE TO REMAIN BUT WORK AND FOR THE COORDINATION OF ALL TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED ARE DAMAGED BY NEW CONSTRUCTION SHALL BE REPAIRED AS REQUIRED BY THE UPON THIS CONTRACT. INSPECTOR. 6. ALL SURVEYING AND STAKING OF IMPROVEMENTS SHALL BE APPROVED BY THE OWNER. CONTRACTOR SHALL COORDINATE AND VERIFY WITH THE OWNER PRIOR TO OBTAINING STAKING SERVICES. 7. THE CONTRACTOR SHALL NOTIFY THE KITTITAS COUNTY FIRE DISTRICT TWENTY-FOUR (24) HOURS IN ADVANCE OF ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUT -OFFS, AND STREET CLOSURES OR OTHER ACCESS BLOCKAGE. THE CONTRACTOR SHALL ALSO NOTIFY THE DISTRICT OF ALL NEW, RELOCATED, OR ELIMINATED HYDRANTS RESULTING FROM THIS WORK. 8. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN, 9. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL ACTIVE CASTINGS AND UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATOR SERVICE (1-800-424-5555 OR 811) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 10. THE CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURE LIDS, VALVE BOXES AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. 11. THE CONTRACTOR SHALL PROVIDE FOR ALL COMPACTION TESTS REQUIRED BY THE INSPECTOR. 12. BACKFILL MATERIAL SHALL MEET KITTITAS COUNTY STANDARDS AND THE GEOTECHNICAL ENGINEERS RECOMMENDATIONS AND SHALL BE APPROVED BY THE COUNTY PRIOR TO BACKFILUNG. 13. INSPECTION AND ACCEPTANCE OF ALL WORK WILL BE ACCOMPLISHED BY THE COUNTY INSPECTOR. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS, ALLOWING PROPER ADVANCE NOTICE. THE INSPECTOR MAY REQUIRE RECONSTRUCTION OF ITEMS THAT DO NOT MEET THE CONTRACT DOCUMENTS OR THAT WERE CONSTRUCTED WITHOUT INSPECTION. 14. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN BEST MANAGEMENT PRACTICES AS SHOWN HEREIN TO INSURE THAT SEDIMENT -LADEN WATER DOES NOT ENTER THE WATER OF THE STATE. AS CONSTRUCTION PROGRESSES AND UNEXPECTED (SEASONAL) CONDITIONS DICTATE, ADDITIONAL BEST MANAGEMENT PRACTICES MAY BE REQUIRED. THEREFORE, DURING THE COURSE OF CONSTRUCTION IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES THAT MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. 15. THE CONTRACTOR SHALL KEEP ALL STREETS AND PUBLIC RIGHT-OF-WAY CLEAN AT ALL o TIMES BY SWEEPING. WASHING WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL BY THE COUNTY ENGINEER. v 16. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AS NECESSARY THROUGHOUT THE PROJECT. n TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MUTCD AND KITTITAS COUNTY STANDARDS. <v 17. CONTRACTOR SHALL NOT MAKE ANY REVISIONS TO THE PLANS IN THE FIELD WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER. rn a 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY COVER SHEET DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT EXISTING CONDITIONS THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CLEARING & TESC PLAN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY o WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW COMPOSITE UTILITY PLAN SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL GRADING & DRAINAGE PLAN SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 - TRAFFIC CONTROL, SHALL SANITARY SEWER & WATER PLAN APPLY. w 19. ANY TRENCH DEEPER THAN 5 FEET WILL REQUIRE SHORING FOR TRENCH WALL NOTES & DETAILS STABILIZATION. Z 20. THE CONTRACTOR SHALL PROVIDE COPIES OF ALL TESTING REPORTS TO THE PROJECT ENGINEER. TESTING SHALL INCLUDE BUT NOT LIMITED TO COMPACTION OF TRENCHES, BASE, a GRAVEL, AND ASPHALT PRIOR TO THE ACCEPTANCE AND CONVEYANCE OF THE z IMPROVEMENTS. w 4i 21. CONTRACTOR SHALL PROVIDE A SUBMITTAL PACKAGE FOR REVIEW OF PIPE, VALVES, ETC. AS ? PER INDUSTRY STANDARD. SUBMITTAL PACKAGE SHALL BE DELIVERED TO PROJECT ENGINEER z FOR REVIEW. ADA NOTES: 1. ALL SITE WORK SKALL BE IN CONFORMANCE WITH THE MOST CURRENT VERSION OF THE U.S. DEPARTMENT OF JUSTICE AMERICANS WITH DISABILITIES ACT. 2. CURB RAMPS SWILL NOT EXCEED A SLOPE OF 1:12 (8.33 %). ENTRANCE RAMPS TO BUILDINGS SHALL NOT EXCEED A SLOPE OF 1:20 (5 %) UNLESS RAILINGS ARE SHOWN ON ARCHITECTURAL PLANS, IN WHICH CASE THE SLOPE SHALL NOT EXCEED 1:12 (8.33 %). 3. A 2% MAXIMUM SLOPE LANDING SHALL BE PROVIDED AT PRIMARY ENTRANCES TO BUILDINGS, THE LANDINGS SHALL HAVE A MINIMUM DEPTH OF 60' WHEN THE DOOR OPENS INTO THE BUILDING, AND 42" PLUS THE WIDTH OF THE DOOR WHEN THE DOOR OPENS ONTO THE LANDING. 4. RAMPS ARE DEFINED AS ANY WALKWAY BETWEEN SLOPES OF 1:20 (5%) AND 1:12 (8.33%), AND SHALL HAVE A MAXIMUM CROSS SLOPE OF 2%. RAMPS EXCEEDING 2'-6" VERTICAL SHALL HAVE INTERMEDIATE (2% MAXIMUM SLOPE) LANDINGS HAVING A MINIMUM LENGTH IN THE DIRECTION OF TRAVEL OF 60". BOTTOM LANDINGS AT CHANGES IN RAMP DIRECTION SHALL HAVE A MINIMUM LENGTH OF 72 ALL RAMPS SHALL HAVE HANDRAILS, AND TACTILE STRIPS. 5. MAXIMUM CROSS SLOPE ON ANY SIDEWALK OR RAMP SHALL BE 2% MAXIMUM SLOPE WITHIN PARKING STALLS DESIGNATED AS HANDICAPPED PARKING SHALL BE 2% IN ANY DIRECTION. INSPECTION, TESTING AND MATERIAL NOTES 1. THE CONTRACTOR SHALL PROVIDE COPIES OF ALL TESTING REPORTS TO THE PROJECT ENGINEER. TESTING SHALL INCLUDE BUT NOT LIMITED TO COMPACTION OF TRENCHES, BASE, GRAVEL, AND ASPHALT PRIOR TO THE ACCEPTANCE AND CONVEYANCE OF THE IMPROVEMENTS. 2. CONTRACTOR SHALL PROVIDE A SUBMITTAL PACKAGE FOR REVIEW OF PIPE, VALVES, ETC. AS PER INDUSTRY STANDARD. SUBMITTAL PACKAGE SHALL BE DELIVERED TO PROJECT ENGINEER FOR REVIEW. S UNCADIA - TRAIL HEAD - PHASE 1, DIVISION 12 A PORTION OF SECTION 19, T. 20 N., R. 15 E., W.M. KITTITAS COUNTY, STATE OF WASHINGTON ABBREVIATIONS AC - ASPHALT CONCRETE ACP - ABESTOS CEMENT PIPE ADD'L - ADDITIONAL AD - NREA DRAIN ADJ - ADJACENT ANSI - AMERCLAN NATIONAL STANDARDS INSTITUTE ALT - ALTERNATE ALUM - ALUMINUM APPROX - APPROXIMATE(LY) ARCH - ARCHITECT(URAL) AP - ANGLE POINT ASPH - ASPHALT ASSY - ASSEMBLY ASTM - AMERICAN SOCIETY OF TESTING AND MATERIALS AVE - AVENUE BC -BACK OF CURB BF - ELIND FLANGE BLDG - BUILDING BLDC - BUILDING CORNER BLK - BLOCK BLVD - BOULEVARD BM - BENCHMARK BNDY - BOUNDARY BO - BLOW OFF BOW - BOTTOM OF WALL (AT FINISHED GRADE) BSBL - BUILDING SETBACK UNE BVC - BEGINNING OF VERTICAL CURVE BVCE - BEGIN VERTICAL CURVE ELEVATION SVCS - BEGIN VERTICAL CURVE STATION BW - BACK OF WALK CB - CATCH BASIN CF - CUBIC FEET (FOOT) CIP - CAST IRON PIPE CJ - CONSTRUCTION JOINT CL - CLASS C/L - CENTER UNE CUR - CLEARENCE CMP - CORRUGATED METAL PIPE CO - CLEAN OUT CONN - CONNECTION CONT - CONTINUOUS (CONTINUED) CONTR - CONTRACTOR C, CONC - CONCRETE CONST - CONSTRUCTION CP - CONTROL POINT CFS - CUBIC FEET PER SECOND CTR - CENTER(ED) CTV - CABLE TV C&G - CURB AND GLITTER CY - CUBIC YARD DCVA - DOUBLE CHECK VALVE ASSEMBLY DDCV - DOUBLE DETECTOR CHECK VALVE DEPT. - DEPARTMENT DET - DETAIL OR DETENTION DIP - DUCTILE IRON PIPE DLA(S) - DIAMETER DIM - DIMENSION DOT - DEPARTMENT OF TRANSPORTATION DS - DOWN SPOUT DWG - DRAWING E - EAST(ING) EA - EACH EL - ELEVATION ELEC - ELETRICAL EP - EDGE OF PAVEMENT EQUN - EQUIVALENT EVC - END OF VERTICAL CURVE EVCE - END OF VERTICAL CURVE ELEVATION EVCS - END OF VERTICAL CURVE STATION EX, EXIST - EXISTING FC - FACE OF CURB FD - FLOOR DRAIN FDC - FIRE DEPARTMENT CONNECTION FFE - FINISH FLOOR ELEVATION FH - FIRE HYDRANT FL - FLANGED OR FLOW LINE FLR - FLOOR FS - FINSHED SURFACE FT (') - FOOT (FEET) FTG - FOOTING G - GAS MAIN GA - GAUGE GALV - GALVANIZED GB - GRADE BREAK GM- GAS METER GRD - GRADE HE - HOSE BIBS HDPE - HIGH DENSITY POLYETHYLENE HORIZ (H) - HORIZONTAL HT - HEIGHT HYD - HYDRANT ID - INSIDE DIAMETER IE - INVERT ELEVATION IN (") - INCHES INV - INVERT IRR - IRRIGATION WATER L - LENGTH LB, # - POUND(S) LF - LINEAR FEET LN - LANE MAT'L - MATERIAL MAX - MAXIMUN MFR - MANUFACTURER MH - MANHOLE MIN - MINIMUM MISC - MISCELLANEOUS MJ - MECHANICAL JOINT N - NORTH(ING) NO (#) - NUMBER N.T.S. - NOT TO SCALE O.C. - ON CENTER O.D. - OUTSIDE DIAMETER 0/W - OIL WATER P - POWER PC - POINT OF CURVATURE PERF - PERFORATED PI - POINT OF INTERSECTION PIV - POST INDICTOR VALVE PL - PROPERTY LINE PP - POWER POLE PROV - PROVIDED PSF - POUNDS PER SQUARE FOOT PSI - POINDS PER SQUARE INCH PT - POINT OF TANGENCY PVC - POLYVINYL CHLORIDE PVI - POINT OF VERTICAL INTERSECTION PVMT - PAVEMENT PVT - POINT OF VERTICAL TANGENT QTY - QUANTITY RAD (R) - RADIUS RCP - REINFORCED CONCRETE PIPE RD - ROAD REF - REFERENCE REINF - REINFORCED REQ - REQUIRED RET - RETAINING ROW - RIGHT-OF-WAY RR - RAILROAD S - SOUTH S, SL - SLOPE SCH - SCHEDULE SD - STORM DRAIN SF - SQUARE FOOT SHT - SHEET SIM - SIMILAR SPEC - SPECIFICATION(S) SQ - SQUARE SS - SANITARY SEWER ST - STREET STA - STATION STD - STANDARD STL - STEEL T - TELEPHONE WIRE TBM - TEMPORARY BENCH MARK TC - TOP OF CURB TEMP - TEMPORARY TG/RIM - TOP OF GRATE/RIM THRU - THROUGH TOE - TOE OF WALL, OR SLOPE TOP - TOP OF WALL OR SLOPE TOW - TOP OF WALL TYP - TYPICAL VC - VERTICAL CURVE VOL - VOLUME W - WEST W/ - WITH WM - WATER METER W/O - WITHOUT WQ - WATER QUALITY WT - WEIGHT WWF - WELDED WIRE FABRIC WV - WATER VALVE YD - YARD DRAIN PROPERTY INFORMATION OWNER: HIGHWAY 9 OFFICE PARK CENTER, LLC 9623 32ND ST SE STE D112 LAKE STEVENS, WA 98258 ENGINEER/SURVEYOR: ENCOMPASS ENGINEERING & SURVEYING 407 SWIFTWATER BLVD CLE ELUM, WA 98922 PHONE: 509-674-7433 FAX: 509-674-7419 PARCEL NUMBER: 954846 (20-15-19055-0003) PARCEL SIZE: 1.36 ACRES PROPERTY ADDRESS: SUNCADIA TRAIL ZONE: WATER: SEWER: GAS: POWER: SHEET INDEX: MASTER PLANNED RESORT TITLE NO. COVER SHEET C1.0 EXISTING CONDITIONS C2.0 CLEARING & TESC PLAN C3.0 TESC NOTES & DETAILS C4.0 COMPOSITE UTILITY PLAN C5.0 GRADING & DRAINAGE PLAN C6.0 SANITARY SEWER & WATER PLAN C7.0 �VTARYSEWER PLAN & PROFILE (NOT INCL-UDE^i C8.0 NOTES & DETAILS C9.0 f KITTITAS COUNTY APPROVED FOR CONSTRUCTION THESE PLANS HAVE BEEN REVIEWED BY KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS AND HAVE BEEN ACCEPTED FOR COMPLYING WITH THE REQUIREMENTS OF KITTITAS COUNTY. DIRECTOR OF PUBLIC WORKS DATE RECC,, APR p 3"�illitas cc, ?D17 INDEX LOCATION SEC. 19 T. 20N R. 15E W.M. 19 W 2 I I � m j z < WW<� h y LZ � 2 �2 W W�W N a O 2 2 a a W W Oo U 1r XX,XX�,6 W rrW^^ vJ W CnLu z W n O QV vJ v, O M oM o. N � .a, h ti Z o fV M M <t W cr h c � C�C DI H s c�o ` c • c c �o �c Z <� a 0 NF E E 00 G W w �Z N W Lv) n v � a c v; Z � JOB NO. 16080 DATE SEPT. 2016 SCALE AS NOTED DESIGNED REM DRAWN SDC CHECKED REM MKK APPROVED REM MKK SHEET C 1 • O SUNCADIA - TRAILHEAD - PHASE 1, DIVISION 12 RIM=2270.82' ' iF- A PORTION OF SECTION 19, T. 20 N., R. 15 E., W.M. =_ .(DROP INVERT') f IEIE KITTITAS COUNTY, STATE OF WASHINGTON / \ A Sys >60� 7 pi '• EX R M 82270.781 \ O �P1 4/ X20 Iov 9 EX 2"DI VERTICAL PIPE EX SSMH _ EX SSCO / \� 1 t, - - TOP 1 RIM=2266.86' (NOT SET) IE 8" FVC (CTR)=2260.63'12,1 \/ • / Ij - - \� 1 n/ ifi" %\ EX SDMH \1\\' RIM=2265.49' p �• ?2j/A, ., ti1 /���./ \ IE 24" CPP (NW)=2260.84''114 /'� 6" \, _ 22a,\•\ \\M 24" CPP (SE)=2260.76' EDGE ASPHALT I / 'Ir ,o EX SDCB-TYPE 1 i / / l dj % } - o RIM=2267.99' IEE 22ss��i / / / �(� / S 49°46'56"� 5 6.09' I 24"0 CPP E AT SUNCADIA CONDOMINIUMS /� / -- \ } 1 \ \\ \\;` IE=2260.89' / \ \ ! I} �\ d \ iEEX SDCB-TYPE 1 ? r\ 1^ } 1 \ RIM=2267.97 C / OQ/ 2265. i �J IE=/ IE= �/ / Or I ss. \ I \ dwl Ex SSMH :ZiM=2264.36' / pY / �' `I� - \ \\ 24" 0 CPP IE (CTR)=2259.06' / // I EDGE OF ASPHALT \� IE=2260.64' I \Lon EX SDCB-TYPE 1 \ / �Oe// / , / -1 5'O - - � \ \ \ 'mss 1 \ 0 RIM=2266.64 Ic=5� .22 1 Q! , L / 5 \ ('36 C \\ \\C. \S` I IE \\ I % \\ \\\\\ VT6 \\ EX SSMH RIM=2263.22' IE (CTR)=2258.32' o o j (\ 8" PVC / L_ I EDGE/OF GRAVEL I \ I J v. �1 \ } 1 I 12" 0 CPP IE=2260.63' EX SSMH F / 5 77°22'47" W / \� 1 EXISTING LOT LINE o RIM=2265.96' I I / �I 61.92' 12" a CP, IE (CTR)=2256' N'I,-, 7 1 1 /; \� \ [E='259.81' W \ rl J! \�,- N12°37'13"W / \\ \ '0.04''\\`\", / /\ �12" 0 CPP EX SDCB-IPE 1 I \ 11,00' \\ - 42 \ \ jam, ' \IE=2258.58' RIM=2265.43' I I \ �) i;k' / --- ` PV �'� S �\ PROPOSEu LOTSiNF IE= , I I 1--- \ / E \ / / __�- \�\ N \--SD, �\ 24"0CPP iE 0.14 AC. \\ \I �i I phi / =2258.32' EX SSMHI ':: ro •� /,/� SOF r///i //c' }\ N \\ '\ �. n �' /N RIM=2263.03' Ot. . I // E (CTP,)=2257.95 i \ \ I / / \ f /' ��i \ c \ \\�1�`. 47,E 120. / �� \ \\ I / d -�/ /T7°?2' / % d`\ t 1\ ` FF 8" 0 C (/� , 1 . \• ,, / ILITIES EASEMENT AFN: N\\ 1 1 ice/ ,R .44 /' /i//� \ \ \\I \\ \ N \N\\\\\\, \- \ 24" 0 CPP `: \ - "'• �' 'C1$ F I EX DMH \ \ \ \t `N f 1B" 0 CPP a i 46 F. `- \\ I \ IE=2256.8..' I RIM=CNOT INSTALLED) \ \ \ F} 1 \ / =2257.51' EX SDCB-TYPE 1 ` IE 154\ CPP (NE)=2258.61' \ \ \\ '' `, \ / \\ \ 4 CPO \ � Lam. \ '�G�c \ '" \RIM=2262.14' \ IE 15" SPP (SW)=12258.71' \ \. �.. '' \IE=2257.32' \ \\\ �Ll \. \ \ \\\ \ X1� �\ IE 15" CPP (E)=22sss9' \F2z\\ IIE 15" CPP (w)=2258.99'If E In Ex sDCB-TYPE 1 \ \ \\\\ \ II I 1 Il 1 \\\ T \\ \! \ \ \ I RIM -(NONE INSTALLED) rn,EX SSMH 1 } 2265 \(COVERED WITH FABRIC) � \\ \A 24" C CPP 2264.28 lot Co. IE -2257.2s . IE (CTR=256.53 y 1 \ 24" o CPP fE=2256.64' 24" o CPP IE=2254.68' PLPAP ` / / \ ` \ •�V \ ��\ \ '`\ 1 C \ \ \ CrB-TYPE 1 EXISTING 30' DRIVEWAY AN�SEMENT LITILITIES - EF: SDRIM=2263.94' (p Ex \ \�/ I �\ 1 \ \ `rN � h \ / \ \ 4%0 ' ' `� \ \ ' I } \ \ 4T AFN: 201312120012 I�IC=AQp-\\' '� cc, xA -�100 EX SDC\TYPE t } 'k� , cV\ \\ \\ � \\ \ BOOT \\ \``�-,/ - L/ POLE lop \) \ POLE 567 �7 ' _ / IF= d `\\\ \\ \\ A� S(Jp 39 \ \� `\\ -/ \, f i `✓//// o38p�/S/O \ \ % "\ tit tP \ / EX SDC6-TYPE 1 RIM=2263.06' \ `.\ \� / \ \ �\\6 IG_ \ \ I\ \\ \ j \/ \ r,l I- E IE /-A Lib I \ !'=2257.8C' \ VA EXISTING 0071219 001UTILITIES 201001270024 & 1 AF\..\� \\\. 'l \ ' VERTICAL 4 RISER F \9 ` 1 / \ Vv\��,',"AUTOSPKR" LEGEND EXISTING: PROPOSED: BOUNDARY LINE/RIGHT-OF-WAY - - - - LOT UNE EASEMENT UNE CENTERLINE - - EDGE OF PAVEMENT UNE ------ -------- SIGN�- STREET LIGHT CONTOUR LINE (MAJOR) - - -1656- - 165C CONTOUR LINE (MINOR) - - '651-- - - - 165', CATCH BASIN (TYPE 1) ❑ CATCH BASIN (TYPE 2) 0 STORM DRAIN LINE -- SD -- - --- SO SANITARY SEWER LINE -- -- S - --- SS SANITARY SEWER CLEANOUT o • SANITARY SEWER MANHOLE 0 0 WATERMAIN LINE _. --------- W-------- W WATER METER EE 0 FIRE HYDRANT �c, A GAS LINE GAS -- GAS GAS VALVE M 3 UNDERGROUND ELECTRIC LINE - -- - ---;, - - - ----- -- ---- POWER POLE/UTILITY POLE -,} -40- ELECTRICAL ELECTRICAL TRANSFORMER/VAULT, TELEPHONE VAULT/PEDESTAL \ TELEPHONE MANHOLE T OT KITTITAS COUNTY APPROVED FOR CONSTRUCTION THESE PLANS HAVE BEEN REVIEWED BY KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS AND HAVE BEEN ACCEPTED FOR COMPLYING WITH THE REQUIREMENTS OF KITTITAS COUNTY. DIRECTOR OF PUBLIC WORKS DATE F` cL% v C ApR 0 3 K,vf 7011 as County CD s INDEX LOCATION SEC. 19 T. 20N R. 15E W.M &01 below. Call before you dig. I a ANAL XX/XX/ JOB NO. DATE SCALE DESIGNED DRAWN APPROVEI SHEET U 0 b 'L SUNCADIA - TRAILHEAD - PHASE 1, DIVISION 12 ' RIM=2270.82'A PORTION OF SECTION 19, T. 20 N., R. 15 E., W.M. ??(DROP INVERT' IE= IE= KITTITAS COUNTY, STATE OF WASHINGTON IE / v 0 30 60 = EX SDCB-TYPE 1 SCALE: 1" 30' / / \ _/O 9 RIM=2270.78' O EX ICVERTICAL PIP_ EX SSMH / / ��P - `� ro EX SSCO RIM=2266.86' (NOT SET)--,,, ICTR)=2260.63 ROCKED CONSTRUCTION ENTRANCE, SEE DETAIL ON SHEET C4.0 yV SJ '� . i2/ \\ -- 2265• �\ \\ / YZ/ 6" ����\ EX SDMH jRIM=2265.49' RELOCATE EXISTING POWER AND DRY UTILITIES. != 24" CPP (NW)=2260.84' 24" CPP (SE)=2260.78' '6&' \ EDGE ASPHALT EX SDCB-TYPE 1 1 1 RIM=2267.99' IEIE ,4 4;5 \ P 24" 0 CPP • .. I - \ \ \ \ THE LODGE AT SUNCADIA CONDOMINIUMS // / / _ � ,+ � N„ ' -,.' \ I � ` \ \ \ IE=2260.69'� 88 `X SDCB-TYPE 1 RIM=2267.97 ABANDON EXISTING WATERMAIN IE= IE= IE of • � -� ��5 \\_ 1\.. ���ll EX SSMH / / / -4, RIM=2264.36' �. / -,3' _ r \ `� T 24" 0 CPP IE (CTR)=2259.06' //� _ EDG E ASPHALT `' IE=2260.64' 61 rn EX SDCB-"TYPE 1 RIM=2266.54' .2 I / ` \ X73 IE- IE EX/ SSMH RIM=2263.22' F- IE (CTR)=2258.32' ov j 1T %A \�� ^ // // GE/O T iOPP / I 12" m 0.6 F I ,h / 1, y v vvv V/ EX SSMH r` ,r / 5177.2'47" r /"'�� EXISTING OT LINE , �\ \ - , / P,IM=2265:96' �J 61.92 \_ � 12" D CPP IE '-CTR 2257.46' �'' / ! �\ \ /o IE=2259.81' /` TRACT AC -1 \ �-'Ya, `\ N12.37"3"IN 7S.F. EX SDCB-IPE 1 / p� 11 00' (. \ \� / N / / \\ Y E=2258.58' I RIM=2265.43' IE= ' a PV a 1 w I IF i* �� 0.14 - ]AC 1 E=225832' EX SSMH RIM=2263.03' 1 1 I ry ,'� <. _ `'c,0, \ �, \\\� , _. i* , �` -•1 \ $,, ,E (CTR)=2257.95 \ / dP:� i� % \ \A/ _ ^�l ILITIES EASEMENT, AFN: N ` 11 / I NO[q 1 1 N I / �1 //// \ \\\\ \ N \NJ\1 ;\\\ W (\•'\ \ _ \VF 2265 J h l 1g _ c �_\ \\\ 1\N\\ \\ / \\ G IE=225688' \ \\/ I Q� o \ I EX SDMH \ \ \ `1\ r 18" 0 CPP -\ \ \ \ I \ \ I RIM=` NOT INSTALLED) \ \ \ i 11 1 ` \ \ 1 \, \ E=22..7.51' � \ �.' �p?73•tY82' - \\\ �� EX SDCB-TYPE 1 , IE 15k\ CPP (NE=2258.61' \ \ \\ \ \\ \ \`I\ \\ �/ \ 24" 0 CPP 1 � 50 \ \ \ L=39. \ \ RIM=2262.14' IE 15" \OPP (SW)=±2258.71' \ \\ \ \ �^ k 1 \\ �IE 15" CPP (E)=2258.99'\2 IE=2257.32' I IE 15" CPP (W)=2258.99' m I I \\\;� , o\ \ //\ \ \ R �z4" a CPP \ 1 \ \ I I 1 I EX SDCB-TYPE 1 �a, \ \ \\ 1 1 1 \, \ \ \ \ IE=2254.68' 1 \ \\ I RIM=(NONE INSTALLED) EX SSMH V \ I j 2265 v \ \(COVERED WITL F 3RIC) '3 \ \ 1 \ \ \\ ` \ \ \ \ \ 24" 0 CPP F -n RIM=2264.28` C. 1 I 1 \ I� ` \ \ W IE (CTR)=2256.53' 3 G\ i� \ \ \ 1 1 1 ( >\ ��gTgiiy'� i \ 4 \ \ ` A \ \ \ \ N� \A \ \ \ !E=2257.28' 24" 0 CPP_ \ / y� / ' / O� :E=2256.64' _ / \ 'r1 1 < 1 �p ��" 2e5,s . ` - \ \ p� \ rn A EXISTING 30' DRIVEWAY AND UTILITIES EX SDCB-TYPE i r \ -- I \ a \ %ortcE a PUMP / \ ? \ \ A 1 jL � \ '✓/ \ \7 '\. \ \ \ M" \ �3 4 4 \ \ �� \ \ O0, EASEMENT - RIM=2263.94' �. O / N\ 1 \ ,3 \ (• �1 •C \ \' _asr� \ �/ AFN: 201312120012 iE _ -- 1 Q \ •♦t7 �a \ r \ \\ F \\ \ \\ \ `,\ 'lC 'C, / \\\\ T-1//VS,r �10 Ex s0c\TYPE t �� \;7i` ate\ \\3 `. \�\\ \\ B �T ` \\ / �� / ` ! \ \ POLE DS�6 SF7 RIM=2264 j03'- \ �2 ` \ \Iiia \` \ \ _ _ _ - aa IE O/V \� EX SDCB-TYPE 1 RIM=2263.06' \ \ \\/ i IE= yq IE 3 1 ti \ \ , / �✓ 00 18" '�� , 1 18" 0 CPP \ \ \ L18- ` IE=2257.80'. EXISTING 10' UTILITIES EASEMENT, AFN: 200712190001 & 201001270024 \ tJ��\\\\\ �y / q 01 <1 \9 1 EX 4" pi 1 VERTICAL RISER -- AUTOSPKR"• C.. eG'<oT'tic NOTES: 1. SEE SHEET C4.0 FOR NOTES AND DETAILS. 2. INDIVIDUAL LOT CLEARING OCCURRING AT THE BUILDING PERMIT STAGE SHALL FOLLOW APPLICABLE D.O.E. BMP'S FOR EROSION AND SEDIMENTATION CONTROL. 3. THE CONTRACTOR SHALL PROVIDE COPIES OF ALL TESTING REPORTS TO THE PROJECT ENGINEER. TESTING SHALL INCLUDE BUT NOT LIMITED TO COMPACTION OF TRENCHES, BASE, GRAVEL, AND ASPHALT PRIOR TO THE ACCEPTANCE AND CONVEYANCE OF THE IMPROVEMENTS. 4. CONTRACTOR SHALL PROVIDE A SUBMITTAL PACKAGE FOR REVIEW OF PIPE, VALVES, ETC. AS PER INDUSTRY STANDARD. SUBMITTAL PACKAGE SHALL BE DELIVERED TO PROJECT ENGINEER FOR REVIEW. NOTE: INDIVIDUAL LOT CLEARING OCCURRING AT THE BUILDING PERMIT STAGE SHALL FOLLOW APPLICABLE D.O.E. BMP'S FOR EROSION AND SEDIMENTATION CONTROL. KITTITAS COU14TY APPROVED FOR CONSTRUCTION THESE PLANS HAVE BEEN RENEWED BY KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS AND HAVE BEEN ACCEPTED FOR COMPLYING WITH THE REQUIREMENTS OF KIT77TAS COUNTY. DIRECTOR OF PUBLIC WORKS DATE INDEX LOCATION SEC. 19 T. 20N R. 15E W. 19 ��.2384 XX/XX/16 Q Z 0 w M w _ (� M W E- z �- W LL O Z ry M M LLLU LIZQ mW Z cN> _ Uj W l"' o 02, O (n � . c U w v � a5 _inQ W Z h Z_ 2 i c LL, z m z - JOB NO. 16080 DATE SEPT. 2015 � SCALE 1"=30' DESIGNED REM DRAWN SDC - CHECKED REM MKK APPROVED REM MKK ,7' ' Z C3. O whaf s beIov : [SHEET .aL� before you dk, O �z w �y �N h a o <� a 0 0 ��.2384 XX/XX/16 Q Z 0 w M w _ (� M W E- z �- O LL O Z ry M M LLLU LIZQ mW Z cN> _ Uj W l"' o 02, ~ (n � . c U 0 M G, M u� o �/ ) O C7 ry LL O Z ry M M mW cN> _ l"' o 02, (n . c R W.0 v OZ EEcZ a5 _inQ W mW h Z_ 2 �Z _ U o v Z N V LL, z - JOB NO. 16080 DATE SEPT. 2015 SCALE 1"=30' DESIGNED REM DRAWN SDC - CHECKED REM MKK APPROVED REM MKK ,7' ' C3. O whaf s beIov : [SHEET .aL� before you dk, a� GENERAL TESC NOTES: 1. CONTRACTOR SHALL PROTECT ALL EXISTING SITE FEATURES AND UTILITIES UNLESS OTHERWISE SPEFICIED. 2. APPROVAL OF THIS TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 3. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT OR TESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/TESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 6. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TEN DAYS DURING THE WET SEASON OR FOURTEEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. ANY AREA NEEDING TESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9. THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. 10. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 11. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST ONE FOOT ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 12. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. 13, PRIOR TO APPLYING HYDROSEEDING MIX, THE AREA SHALL RECEIVE A LAYER OF TOPSOIL TO ENCOURAGE SEED AND PLANT GROWTH. 14. THIS TESC IS CONSIDERED A PART OF THE STORM WATER POLLUTION PREVENTION REPORT FOR THIS PROJECT. THE CONTRACTOR SHALL RETAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND REPORT ON-SITE AT ALL TIMES. 15. CONTRACTOR'S STAGING AREA AND STOCKPILE AREAS SHALL BE DETERMINED AND DESIGNATED PRIOR TO START OF CONSTRUCTION. CESCL TO COORDINATE AND MOVE THESE AREAS AS CONSTRUCTION PROGRESSES. 16. ALL CONCRETE WORK AND SAWCUTTING SHALL FOLLOW DOE'S BEST MANAGEMENT PRACTICES. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. u v mrv1. � POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 2"x2" BY 14 Go. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC MINIMUM 4"x4" TRENCH / BACKFILL TRENCH WITH / NATIVE SOIL OR 3/4"-1.5" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE NOTE: FILTER FABRIC FENCES SHALL BE POSTS, REBAR, OR EQUIVALENT INSTALLED ALONG CONTOUR WHENEVER POSSIBLE SILT FENCE DETAIL N. T. S. SUNDADIA - TRAILI-IEAD - PHASE 1, DIVISION 12 A PORTION OF SECTION 19, T. 20 N., R, 15 E., W.M. KITTITAS COUNTY, STATE OF WASHINGTON DUST CONTROL NOTES: 1, THE APPLICANT SHALL BE RESPONSIBLE FOR CONTROLLING ALL FUGITIVE DUST THAT MAY BE GENERATED BY THE CONSTRUCTION PROJECT. 2. WATER APPLIED TO CONSTRUCTION SITES FOR DUST CONTROL MUST NOT LEAVE THE SITE AS SURFACE RUNOFF. 3. VEGETATE OR MULCH AREAS THAT WILL NOT RECEIVE VEHICLE TRAFFIC. IN AREAS WHERE PLANTING, MULCHING, OR PAVING IS IMPRACTICAL, APPLY GRAVEL OR LANDSCAPING ROCK. 4. LIMIT DUST GENERATION BY CLEARING ONLY THOSE AREAS WHERE IMMEDIATE ACTIVITY WILL TAKE PLACE, LEAVING REMAINING AREA(S) IN THE ORIGINAL CONDITION, IF STABLE. MAINTAIN THE ORIGINAL GROUND COVER AS LONG AS PRACTICAL. 5. CONSTRUCT NATURAL OR ARTIFICIAL WINDBREAKS OR WINDSCREENS. THESE MAY BE DESIGNED AS ENCLOSURES FOR SMALL DUST SOURCES. 6. SPRINKLE THE SITE WITH WATER UNTIL SURFACE IS WET. REPEAT AS NEEDED. TO PREVENT CARRYOUT OF MUD ONTO STREET, REFER TO STABILIZED CONSTRUCTION ENTRANCE (BMP C105). 7. IRRIGATION WATER CAN BE USED FOR DUST CONTROL. IRRIGATION SYSTEMS SHOULD BE INSTILLED AS A FIRST STEP ON SITES WHERE DUST CONTROL IS A CONCERN. 8. SPRAY EXPOSED SOIL AREAS WITH A DUST PALLIATIVE, FOLLOWING THE MANUFACTURER'S INSTRUCTIONS AND CAUTIONS REGARDING HANDLING AND APPLICATION. USED OIL IS PROHIBITED FROM USE AS A DUST SUPPRESSANT. LOCAL GOVERNMENTS MAY APPROVE OTHER DUST PALLIATIVES. 9. RESPRAY AREA AS NECESSARY TO KEEP DUST TO A MINIMUM. WATER APPLIED TO CONSTRUCTION SITES FOR DUST CONTROL MUST NOT LEAVE THE SITE AS SURFACE RUNOFF. 12' MIN. 1 NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT -O= -'NAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA. STA31LJZED WITH CRUS�EO THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIME'i- EASIN. ROCK CONSTRUCTION ENTRANCE N. T. S. RECOMMENDED CONSTRUCTION SEQUENCE: 1. PRE -CONSTRUCTION MEETING. 2. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 3. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 4. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 5. CONSTRUCT SEDIMENT PONDS AND TRAPS. 6. ROUGH GRADE AND STABILIZE CONSTRUCTION SITE. 7. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.). SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH PLANS & DOE "BEST MANAGEMENT PRACTICES 9. CONSTRUCT PROPOSED UTILITIES AND STRUCTURES. FINE GRADE SITE AS NEEDED. 10. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE. 11. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN FOURTEEN DAYS DURING THE DRY SEASON OR TEN DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 12. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 13. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 14. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. /1CQ/11 . DRAIN°' GRATES .. V_ LCONCR BLOCK�E GRAVEL BACKFILL (314" MIN.) o 2, O o ooh c�•.�o�0;,0 � A PLAN VIEW WIRE QCRFFN (1R SECTION A - A NOTES: 1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS. (LESS THAN 5%) 2. EXCAVATE A BASIN OF SUFFICIENT SIZE ADJACENT TO THE DROP INLET. 3. THE TOP OF THE STRUCTURE (PONDING HEIGHT) MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM BY- PASSING THE INLET. A TEMPORARY DIKE MAY BE NECESSARY ON THE DOWNSLOPE SIDE OF THE STRUCTURE. CATCHBASIN SEDIMENT PROTECTION N. T. S. KITTITAS COU14TY APPROVED FOR CONSTRUCTION THESE PLANS HAVE BEEN REVIEWED BY KIT71TAS COUNTY DEPARTMENT OF PUBLIC WORKS AND HAVE BEEN ACCEPTED FOR COMPLYING WITH THE REQUIREMENTS OF KIT71TAS COUNTY. DIRECTOR OF PUBLIC WORKS DATE 4t °v 4nR 0 3 lull INDEX LOCATION SEC. 19 T. 20N R. 15E W.M 19 r Bali beioral you dsc, XX/XX/16 � 16080 DATE 0 SCALE M � J DRAWN M � � otN r+ J W � LU � X N Z N M M V a � h C o � �> 7a NONN W � O e C C � e mQ n1 z cc L /Il ,r,. G\ CSG• N o ®Z N' y Ct [ wd m 3 VZ e y W N W L�+ LLjV U) _ z 0 a Z W ` t � �u z �w �z W � y � � Zo nW U o XX/XX/16 � 16080 DATE 0 SCALE M � J DRAWN M CHECKED � otN r+ J W � LU � X N Z N M M V W � h Q � �> 7a NONN O O e C C � e mQ n1 z cc L /Il ,r,. G\ CSG• N o ®Z N' y Ct [ wd JOB NO. 16080 DATE 0 SCALE M DESIGNED c. DRAWN M CHECKED � otN r+ r r V) X N Z N M M V W � h P c i �> (/1 O e C C � e mQ n1 cc L /Il ,r,. G\ CSG• N �Ty� ®Z N' y Ct [ wd 3 VZ e �z Z W N W L�+ LLjV a Z JOB NO. 16080 DATE SEPT. 2016 SCALE AS NOTED DESIGNED REM DRAWN SDC CHECKED REM MKK APPROVED REM\MKK SHEET W`r O SUNCADIA - TRAILHEAD - PHASE 1, DIVISION 12 RIM=2270.17= / A PORTION OF SECTION 19, T. 20 N., R. 15 E., W.M. IE= "(DROP INVERT) IE= KITTITAS COUNTY, STATE OF WASHINGTON IE - 0 30 so Ex SDCB-TYPE 1/0 SCALE. SCALE: 1'=30' - RIM=2270.78' 9 / / 4v / EX I VERTICAL PIPE EX SSMH X� / --_\ rop EX SSCO RIM=2266.86' (NOT SET) IE 8" PVC (CTR)=2260.63' / \ EX SDMH \�\\ RIM=2265.49' iL\ IE 24" CPP (NW)=2260.84' / / j _� / ,/ / � •-'� �,�\�� (2\`\`\'IE, 24" CPP (SE)=2260.76, $ 3,599 S.F. \\ v \ \\\ MIN. FF=2266.00-- \ + 1 \ EDGE ASPHALT EX SDCB-TYPE 1E_ 7 /1 \ ✓� / { { { RIM=2267.99' // / ^� r 1 l 1 \ \ \ / 2?� /� / �{ `/ 3A6 S.F. )/ d $IE .z^ -Ist1 1 1 \ 24' ¢ CPP THE LODGE AT SUNCADIA CONDOMINIUMS / / / / - - \ { MIN.' 16 S.F. EX SDCB-TYPE 1 - / RIM=zz67.97 // - FF=22 6.00 1 / EIE / F / /� 3,063 S F. _ 1Ii /SSMH RIM 2264.36' / / .,20Y' ,3,224 S.F.7` ` ' \\ ,: 24" ¢ CPP IE (CTR)=2259.06' -- `� - IE 226x.64' //FF=22IN. 5.00- 3069S.F\ �\ ell/ / / \ r� / I I / \ \F 3 MIN. EX SDCB-TYPE 1 / /h°/ / 3,75�,S.F. -i` SID - -- F=2264.30 RIM=2266IE4' IE= �\ IE � EX/SSMH ' I RIM =2263.22' IE (CTR)=2258.32' o i EX SSMH / / -x /jam AXON. l FF --226A 10 0 3,230 &F. \ / _-,GE/ OFjSR _ \ \ \ 1 L I 12" ¢ CPP / 1a,! 2,959 S.F. \ \ \ \ r �, ) E=2260.63' / IN.. - 1 / 3,4/3 S.F-FF=2 64.30 3,253 S.F` \ \ / RIM=2265.96' N /" �' ,� 12 ¢ CPP IE (CTR)=2257.46' N , 11 ( { '� TRP TAC - 1 -. O MIN. �, I iE-2259.8 i' I " S.F,„ 1',557 S.F. /�\ \F=2263.6011,\\\' � \ t y//\ 12' o CPP � / � � / \ F=2263.60 \\ EX SDCB-TYPE 1 ' \ ) 'yz� / \ \ \ ( I' 3� \ \4 $ \ - IE=2258.58 \ \, RIM=2265.43' IE= IE= IE N ' EX SSMH RIM=2263.03' \ 1 IE (CTR)=2257.95 \ EX SSMH RIM=2264.28' IE (CT'RR))=2256.53' EXISTING 30' DRIVEWAY AND UTILITIES \SDCB-TYPE 1 EASEMENT - RIM=2263.94' AFN: 201312120012 IE= IE= IE W SD \ 12SD s \ v ¢CPP - IE=2258.32' 10 10 0;1% \ ao \ l � 1 20 CPP w��m,5wi09'IuiEsPwsEMFNr,aFN: ^\ N\NI\I\\1 \I 24" 0 CPP \ - � I I \ I EX SDMH IE=2256.88. 2265 1 N 1• { LRIM=(NOT INSTALLED; \ \� \\\\ '•; 1;; / \ IE=2257.51' EX SDCB-TYPE 1, IE 15" CPP (NE)=2258.81' \ \ \\ \1i,,I,-1 / \ 1 24" ¢ CPP RIM=2262.14' \ IE 15" CPP (SW)=±2258.71' \ \\ �'' \ \ E=2257.32' X ` \ IE 15" CPP (E)=2258.99' \2 11E 15" CPP (W)=2258.99' 6SIE Ln Ex SDCB-TYPE 1� \\ \ \ \\ I - i 1 \\\ •� \ / \\ \\\\ L___- �S \ / ' { RIM=(NONE INSTALLED) 2265 \ \(COVERED WITH FABRIC) \ \ \{\ \ \ \ \\ ` \ ` \ \ \ \ 24" ¢CPP -\\~'G,/ \� i j IE \ \ / - \ \\ \ \ \ \ A \\ \ \ :\ \n \ \ \ I IE=2257.28' 24" ¢ CPP IL \;^ \\� \ •� i ( \ \ \ / / \ \ \ \ \ ` \\\ \\ 4 / ,1 \ \ \ IE=2256.64' SSMH FORC Ite1N PUMP�V•A\ O0, \ q \ ,q/ V -IPA EX SDCB-TYPE 1 �� \ \ \ RIM=2264.03' i� \ \ \ ` \ \ \ \\ \\ \ ^ \ / \ - ~, / _ JIE= Q/ 2 \ \ \ \ \ \ \ _ \1 / / o`P8 V/S/ IE 1 3 \ \ \ f \ EXISTING Uy- EX SDCB-TYPE t �\ \ /\\ �J �\ /� \\ RIM=226..A=_/ \ \ \ \ \ \ / \ IE \ \ \ \ \\ -=2257.80'/ / \ _ 8" 0 CPP \� /\ EXISTING 10' UTILITIES EASEMENT, \ \\ \ AFN: 200712190001 & 201001270024 \ w' EX 4" Di / 1 \ \� VERTICAL RISER \ \ \ \\ "AUTOSPKR"=� G A I SHEET NOTES: 1. ALL PROPOSED STORM PIPE SHALL BE CPEP UNLESS OTHERWISE SPECIFIED. 2. ALL PROPOSED STORM STRUCTURES SHALL INCLUDE FRAME AND GRATE UNLESS OTHERWISE SPECIFIED. 3. ALL PROPOSED FIRE WATER MAINS SHALL BE PVC, C900 UNLESS OTHERWISE SPECIFIED. 4. ALL PROPOSED WATER SERVICE SHALL BE POLYETHYLENE UNLESS OTHERWISE SPECIFIED. 5. ALL SEWER MAINS AND SIDE SEWERS SHALL BE PVC ASTM D3034 SDR35 UNLESS OTHERWISE SPECIFIED. 6. ALL WATER AND SEWER LINES SHALL MAINTAIN A 10 -FOOT MINIMUM HORIZONTAL SEPARATION. 7. THE CONTRACTOR SHALL PROVIDE COPIES OF ALL TESTING REPORTS TO THE PROJECT ENGINEER. TESTING SHALL INCLUDE BUT NOT LIMITED TO COMPACTION OF TRENCHES, BASE, GRAVEL, AND ASPHALT PRIOR TO THE ACCEPTANCE AND CONVEYANCE OF THE IMPROVEMENTS. 8. CONTRACTOR SHALL PROVIDE A SUBMITTAL PACKAGE FOR REVIEW OF PIPE, VALVES, ETC. AS PER INDUSTRY STANDARD. SUBMITTAL PACKAGE SHALL BE DELIVERED TO PROJECT ENGINEER FOR REVIEW. LEGEND: �rwnoronv STORM MANHOLE STORM LINE SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER MAIN BUTTERFLY VALVE FIRE HYDRANT DOMESTIC WATER MAIN I I F-- 24" 24" 0 CPP IE=2254.68' ■ SD SS N KITTITAS COUNTY APPROVED FOR CONSTRUCTION THESE PLANS HAVE BEEN REVIEWED BY KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS AND HAVE BEEN ACCEPTED FOR COMPLYING WITH THE REQUIREMENTS OF KITTITAS COUNTY. DIRECTOR OF PUBLIC WORKS 1116. DATE APR 0 3 1011 kjt a -, INDEX LOCATION SEC. 19 T. 20N R. 15E W.Iv 19 ' now what's below. all before you dig, XX/XX/16 wD rvv. W z J SCALE M DESIGNED a QLULL- S! W M < r 2 � � v r J CI) �- wD rvv. W DATE J SCALE M DESIGNED a QLULL- S! CHECKED M < r APPROVED L�1J a v r 0 O O N (iAz O N e a ; W U wD rvv. �n DATE 0 SCALE M DESIGNED a DRAWN S! CHECKED M < r APPROVED REM v r c _ J O N (iAz O N e a ; W \ N � nn/ C i�ffE l co �'rto yy C y W L Z OW �« �5E u � � UW 3 qua Z , CZ Z O W ._ v N o. z Z wD rvv. o DATE SEPT. SCALE 1 "_ DESIGNED RI DRAWN S! CHECKED REM APPROVED REM SHEET %' tz 7a SUNCADIA - TRAILHEAD - PHASE 1, DIVISION 12 I . xxxxx RIM=2270.82'A PORTION OF SECTION 19, T. 20 N., R. 15 E., W.M. E= ??(DROP INVERT') IE= KITTITAS COUNTY, STATE OF WASHINGTON IE 0 30 60 EX SDCB-TYPE 1 \// 'S�/O P~ SCALE: 1"=30' - RIM=2270.78' / 4/ 10 o a,. 9 22 EX 2"Di VERTICAL PIPE EX SSMH EX SSCO RIM=2266.86' (NOT SET) IE 8" PVC (CTR)=2260.63' EX SDMH I RIM=2265.49', CB#9 - TYPE 2-48 IN p \ ( IE 24' CPP (N`;, RIM -2265.65 INV=2260.74 24' (S) INV=2260.74 24' (NW) FF- 2 EDGE ASPHALT / EX SDCB-TYPE 1 RIM=2267.99' IE= E.�6 // ° / ^\ \ \ \ \ C63 -TYPE 1 d / \ RIM:2263.80 IE / 8� _ / INV=2260.80 12' (S) \-24" 0 CPP THE LODGE AT SUNCADIA CONDOMINIUMS / m _ _ _ _ \ \ i \ \ \ IE=2260.89' Ex soca-TYPE 1 / 2268 _ \ d 1 F-2 6.00 \ \ u RIM=2267. IF= / pQ/ 2265- �? t 11 1 ` CB#8 - TYPE 2-48 IN / �i / 1 { 5 ?6s. \ RIM:2264.53 IE= / j/, .F. / \ N `,, {\ice INV=2260.64 24' (S) IE 5 / \ rn \ \C \ INV=2260.64 24' (N) O/ / / \ �. EX SSMH / / / i -4, I ',.� - 1 -1 `',"b RIM=2264.36' m m / .� / 43ar'24• i O\� 24" w" :,P- IE (CTR)=2259.06' - // %/,ter "(:... .� .ASP MN. /f I F=22 50 1 CBJ4 - TYPE 1 ( u RIM:2262.80 INV=2259.50 12' (W) 50 O\y I(yppEO t.o0 ss\IN=2259.50 12' (S) EX SDCB-TYPE 1 ,7 F. INV=2259.50 12" (N) RIM=2266154' 226j 6 c \ E CB/2 - .00 ? v _ / / I INV=2 .00 1 (E) c r \ x ^\ \ } EX SSMH I RIM=2263.22' n E (CTR)=2258.32'I o ., u c �,' // / I t✓ ^ // O �E OF• / © { 12" 0 CPP FF- 264.5 // // IN. urs \\\1 \� \ ry , E=2260.63' EX SSMH \� / / / 1 F-� 6 .30 1 \�\ t- RIM=2265.96' c+ f / Jj/�(J ./ \ \\ \ j� / ^ 12" 0 CPP IE (CTR)=2257.46'-_/ / TRACT AC - 1 \ , \ 1 \\ ry6�1 / I IE=2259.81' v �j 18,557 S.F. /\\ I o \ 1 J / \ \' \ J FF 2263 604 e v / \ 12 0 P. X SDCB-TYPE 1 I \ / >� + ( I .1� T IE=2258.58' RIM=2265 43' lPV \/ 6 ' / $D _ CB#7 - TYPE 2-48 IN EIE m - 20 / _ / m \ W \ ,; R�M:22257136 i t^' o \ ?• 3,703 S.F. / ° = 12 W I Dox1 c ) 2' a IF=2258.32 • HDPE O ,,,���-24" V INV -2258.25 24' N I / CB;f1 -TYPE 1 V 700, 67 12p01 EX SSMH { -� RIM:2262.60 _-- 4 I _ \_ INV=2259.39 12' S c� RIM=226373' 1 ry _ O .._ (CTR)=2257.95 I / \ { �' CB#6 - 7YPE 1<, - N / \1, �_ - ILRIES EASEMENT. AFN: `BJ VC }.. .,�,c 25..09' \ 'c C 5 -TYPE 1 2tlw •<, ew,r, - - \ \ \ RIM:2262.40 RIM:2262.50 \� \\ "+ \ \ I \� / ) I N 1 N '\ \ \ \ INV=2258.51 12' N) INV=2258.03 12' (NW) - \O� ( INV -2258.03 12' (E) w \ + \ INV=2258.50 12' (SE) 1 \ 24" 0 CPP 2265 \ �- I \ {' EX SDMH . \ 1 + r \v18" 4 CPP IE=2256.88' \ \ { Q\\��\�� I RIM=(NOT INSTAL: 22 _ 11\to :\.. / IE=2257.51' .. EX SDCB-TYPE 1 \ \ E , I ) y 58.61' \ \ \\ \ \1 , ,, \ ` / \ \\ 24" 9+ CPP � SD j`RIM=2262.14' \ \ IE �5 CPP (SW)-t2258J, 1 \\ \\\\\,,. \ \I \ IE=2257.32' \ � ___4E 15" CPP (E)=2258.99` ttlE 15" CPP (W)=2258.99' \ \ \\ 11 0 \j\\\\ \ . /\ \ \ t `�'T\ \ \ SIB 24" CPP 1 \ \ t \ EX SDCB-TYPE 1 \ \ \ I + 1 \ \ IE=2254.68' �/4- \ { \ I 1/ ' \�' { RIM=(NONE INSTALLED) EX SSMH V' , \ ` RIM=.2264.28' G `, 1 \\ t 11 2265 ' �\ \I(E 0\ERED WITH FABRIC) _ \\ \ \\ \ \ + \ \ / 'E (CTR)=2256.53' �\� \/ l \ \ \ ` \ ` \ \ \ \ 24 4 CPP � Fx V/ / G \ ` \ \ \ \n \ \ \ ! IE= 257,28' 24" 0 CPP Y/ �0 \ \ \I / 11 �z 1\ \ \ / i ` \ \ \ E=2256.64 \ � 1 1 M` 1 \ \ \ SSIAH 65.64 \ / / \, \ \ \ \ \ \ \ \ \ , i EXISTING 30'DRIVEWAY AND UTILITIES EX SDCB-TYPE i iA \ O t \?� i \ \ \\\ RFOMRc�'Z�\uMP EASEMENT - RIM=2263.94' [P 0 \ \ \ \ \ Qq \ \ \ OLE / \ / AFN: 201312120012 fir_ -V Q\ -� \ 1 \\ \ \ CJ \ \ \ 1 \ \ '9 /V T IEqc \N\ EX SDC\TYPE 1 \\\�� \\ \ \\ \\ \ \\ \ \\ \ ~ \\ \\ \ \ �� _ .\l�.POLE S XS RIM=2264.03'Q6 Q ' ao IE I 3 \ \ \ \ \ / \ EXISTING UXG /V2 PARKTNtz EX SDCB-TYPE 1 RIM=2263.06' IE= E- \�\`\=�// // �//,oar / \ \ 18" V cpp EXISTING 10' UTILITIES EASEMENT, AFN: 200712190001 & 201001270024 \ h EX 4" DI \V / VERTICAL l A \ \ \ \ \ RISER "AUTOSPKR" C / I KITTITAS COUNTY APPROVED FOR CONSTRUCTION [THESE PLANS HAVE BEEN REVIEWED BY KITTITAS COUNTY DEPARTMENT OF PUBLIC ORKSAND HAVE BEEN ACCEPTED FOR COMPLYING WITH THE REQUIREMENTS OF ITTITAS COUNTY. l DIRECTOR OF PUBLIC WORKS DATE INDEX LOCATION SEC. 19 T. 20N R. 15E W.I 19 9 0 a U W 0 OBD E y P+ F �� O\ 21, XX/XX/16 Q r J L z r c � r nnmw 6 C7 OW U_w LZ L, z r ' lw W JOB NO. DATE SCALE DESIGNED DRAWN CHECKED APPROVED SHEET C J uj co uj 1 Q ft_mQ u uj 4 7 ^ CL Z o 0 r J L z r c � r nnmw 6 C7 OW U_w LZ L, z r ' lw W JOB NO. DATE SCALE DESIGNED DRAWN CHECKED APPROVED SHEET C 0 30 60 SCALE: I"= 30' S UNCADIA - TRAIL HEAD - PHASE 1, DIVISION 12 EX SDCB-TYPE RIM=2270.7 i EX SSMH RIM=2266.86' (NOT SET) IE 8" PVC (CTR)=2260.63' / 1 / EDGE ASPHALT EX SDCB-TYPE 1 2✓% °' RIM=2267.99' R IE= IE= s9� IE THE LODGE AT SUNCADIA CONDOMINIUMS EX SDCB-TYPE 1 F e RIM=2267 i9T / / p 5 IE EX SSMH RIM=2264.36' IE (CTR)=2259.06' IIV.� F=22 5 00 r \ RIM=2270.IE= ' A PORTION OF SECTION 19, T. 20 N., R. 15 E., W.M. E ??(DROP INVERT) 1E= IEIE KITTITAS COUNTY, STATE OF WASHINGTON ?� /� 9 o la:_ P� 2�1 ��� EX 2"DI VERTICAL PIPE \°p EX SSCO EX SDMH RIM=2265.49' IE 24" CPP (NW)=2260.84' `\`\`\E 24 CPP (SE)=2260.76' MIDI. FF -,9 60- -01 i r � C \ SSMH1jl4 !�• % ^ \ __ ` \ STA: ???, ??????T /"RIM: 2262.81 INV=2259.29 8" (SW) 24" 0 CPP \ \ \ \ IE=2260.89' 00 94" rPPr � \ N EX SDCB-TYPE 1 ° °// / ,7 F.=226 ".. .30 \o I RIM=2266.54' IE / • �� i SSMH#3 ' STA ??? ???!o9 y.,; ' ,r t• \ \ SSCOp1 '{ 1 5TA:???, ??????T EX SSMH ' N _ Rllv].22611 8` p, - - \ \ RIM: 2260.52 RIM=2263.22' ` INV 2258 6 8 IE (CTR)=2258.32' o IN =2258 8" (NE� I INV=2259.17 6" (W) / / I� - - .ty '�;c/ 0r1 / 1 12" 0 CP T J 1 P I ° liE=2260.63' IN.;i \ \ \\ �N \ Ex SSMH F- 6 .30 RIM=2265.96' �-�. _ I 12" a CPP N /, IE (CTR)=2257.46' N, j r. ! I _ I TI� T AC - 1 \ + `� \\ \ _ /c IE=2259.81' o \ I J ,5 $ _ �' ,557 S.F. F=2263.60\ tz" 0 CPP EX SDCB-TYPE 1 SD \ '✓ \\ I IE=2258.58' RIM=2265.43' IF=IE I --- 20, 57 LF S$ -SDR35 ®= G \ \ 0 -0. ss 24" 0 CPP 0 H#S EX SSMH_-STA ow ??????T I \ •� ,:. ,j \ RIM=.2263.03' \-- .NIV=225817 8" (W)I'I .�`. (N•IT2247� 120.01' li )/ 1�_ - co\ / E (CTR)=2257.95 / / � INV 2258.27 6" (E) 226 / / _ - '� ✓ ( - -% /i i .��' _ _ A y / / /�/ _ N _',� cr s .� _ ILITIES EASEMENT, AFN: SSMH STA: S p?�T I �N�r� ryryh - \ \ \ ' 1 STA:???, 999799TT ` RIM: 2261.40 I �, �" r /I !O\ \' \ , \ \ N �� N` RI.27 8- (E) INV=2257.78 8" (W) `p o \ I I' EX SDMH \ \ \ \\ \ \ \ { \ \18" 0 CPP r4" 0 CPPB NV=2257.27 8" (E) 2265 INV 2257.88 8" (NE) - \ \ ( \ IE -2256.88' , \ + 1 RIM=(NOT INSTALLED) \ \ \\\,•,. / IE=2257.51' \ INV -2257.88 8" ( \ EX SDCB TYPE 1 , IE 15' CPP (NE) 2258.61' \ \ \ 1 / \ t \ \\ \ \\ p IE= 6 CPP \ - \ / 1 , RIM=226214' IE 15" CPP (SW)=±2258.71- \ " \ \ -� y \ \ )- \ \ \\�\,. \ \ �IE=2257.32' \x IE 15" CPP (E)=2258.99' \\ I / IE 15" CPP (W)=2258.99' \IE m U \ \ 10) \ , (EX SDCB TYPE 1 EX SSMH ( • I ` \ ! (COVENONE INSTALLED) \ 2265 \ \(COVERED WITH FABRIC)\. i \ \ \ \ \ 24" 0 CPP RIM=2264.28' \_; Ci \\ I / //� ` \ _ IE \ ` \ \ \ \ \ \ \ `- \ \ \ 1 IE=2257.28' 24" 0 CPP IE (C\TR)=2256.53'- Y/ \\ \ .0 \ \ \ IE=2256.64' ss. 0 / 5 \_24" 0 CPP IE=2254.68' \SMH z65.6a / / \ \ \ \ \ \ 1 0 _` SDCB-TYPE I I 1 \ \ FM(N PUMP \ \ \ 1 `/ EXISTING 30' DRIVEWAY AND UTILITIES \ O ! \ \ \ \ t f C/^' EASEMENT - RIM=2263.94' -7N O \ / 1 \ \ \ "(y \ \ \ AFN: 201312120012 IE= --•d Q - / i ' \ \ 1 \\ \ \ \ �C� \ \ \ ` -\�� /�� \ \/'✓s T IE y fi Qv Ex sDce-TYPE 1 \\ 'i \ <' \ \ \ \ \ \\ \ \ \\ \ \ \ \ \ \ / 1 _ _ 1 0 \) POLE 06 F 7 RIM=2264'03i� ,., ,'\ IEIC ' { EX STING UXG \\ e\\ \ q \ PARKI'N�G EX SDCB-TYPE 1 RIM=2263.06' IEIE 1 \V' \ o CPP EXISTING 10'19000 & 201001270024UTILITIES 1 \ \�•\ 1 \ / / EX 4" DI / \ VERTICAL \ \v RISER "AUTOSPKR"- C NOTES: 1. xxxxx or KITTITAS COUNTY APPROVED FOR CONSTRUCTION THESE PLANS HAVE BEEN REVIEWED BY KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS AND HAVE BEEN ACCEPTED FOR COMPLYING WITH THE REQUIREMENTS OF KITTITAS COUNTY. t2 IRECTOR OF PUBLIC WORKS DATE INDEX LOCATION SEC. 19 T. 20N R. 15E WJ 19 0 m Q XX/XX/16 - _ DATE SEPT 0 SCALE M DESIGNED F `- wM H ' N v (^ _ J � APPROVED 0 ` SHEET Ci O Z N M W cn n cO c o •. o qJ S N C 00OEE V y E � Rw UW@LL Z �z Z W v in o. IL Z - _ DATE SEPT SCALE I" DESIGNED F `- DRAWN E ' CHECKED REB APPROVED REN ` SHEET Ci S „�� E 'q• Y K iA-m- GRADING NOTES DRAINAGE NOTES SIZE 12 THIN SOLID COPPER TRACER WIRE, TESTING 1. ALL GRADING ACTIVITIES INCLUDING EXCAVATION, BACKFILL AND 1. STORM DRAIN PIPES/CULVERTS SHALL BE CORRUGATED POLYETHYLENE PIPE, GREEN COATED, TO BE INSTALLED ON NEW SIDE 2. ABS Pipe (Schedule 40, ASTM D-1788) filling has occurred before the inspection, the Suncadia will request that the piping be COMPACTION, SHALL BE DONE IN ACCORDANCE WITH KITTITAS COUNTY UNLESS OTHERWISE SHOWN ON PLANS, MEETING THE REQUIREMENTS OF WSDOT -.--- SEWERS FROM TAP ON MAIN TO POST WHERE A SPLICE IS REQUIRED, USE ' • 11�1M°IL= STANDARDS. STANDARD SPECIFICATION, ADS N-12 OR APPROVED EQUIVALENT. ALL STORM DRAIN 1171 � 1��1 � �. j1. 11:=1 m � • r PIPE IS TO BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 0 alignment and/or each 100 feet in straight runs. 2. CONTRACTOR SHALL CLEAR THE WORK AREA WITHIN CLEARING 30" MIN. ON----- construction work, Part N. ALLOW REMOVAL OF OMITS/CONFORM UNES SHOWN HEREON BY REMOVING ALL STRUCTURES, 2. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN r\ PRIVATE PROPERTY BOLTS (TYP.) TREES, BRUSH, DEBRIS, TOP SOIL, NON -ENGINEERED FILL, ANY ESTABLISHED BY FIELD SURVEYOR OBTAINED FROM AVAILABLE RECORDS AND PAINTED GREEN N -CONCRETE REMAINING ROOTS, CONSTRUCTION DEBRIS, TRASH, ANY ABANDONED SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY 24" MIN. a POURED BEING UTILITIES, AND ANY OTHER DELETERIOUS MATERIAL AND SHALL DISPOSE COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO END AREA DIVIDED BY 3D. .._ BRING WIRE UP OF IT IN A LEGAL MANNER. INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILTTY LOCATIONS SHOWN, AND TO jln 40 POST v, FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH END AREAS 3. WITHIN ANY AREAS TO RECEIVE STRUCTURAL FILL, PAVEMENTS, OR MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 18" #4 REBAR •� ui HARDSCAPE, THE SUBGRADE SHALL BE SCARIFIED, MOISTURE IS APPROVED. PRESSURE TEST IS - 6" CONDITIONED, AND COMPACTED TO AT LEAST 95% RELATIVE COMPACTION 3. PRIOR TO FINAL INSPECTION AND ACCEPTANCE OF STORM DRAINAGE WORK, PIPES --`-- PERFORMED AFTER SECOND STAGE OF 45'� - - - - - - (ASTM -D 1557). AND STORM DRAIN STRUCTURES SHALL BE CLEANED AND FLUSHED. ANY FITTINGS FROM CONCRETE. 10" BEDDING IS APPROVED. OBSTRUCTIONS TO FLOW WITHIN THE STORM DRAIN SYSTEM, (SUCH AS RUBBLE, p 4. CONTRACTOR SHALL OBTAIN AN APPROVAL BY THE GEOTECHNICAL MORTAR, AND WEDGED DEBRIS), SHALL BE REMOVED AT THE NEAREST STRUCTURE. CONCRETE THRUST BLOCKING v/ ENGINEER PRIOR TO PROCEEDING WITH ANY OVEREXCAVATION. WASH WATER OF ANY SORT SHALL NOT BE DISCHARGED TO THE STORM DRAIN "�..,,._._ .. FACTORY 'Y' & 1/8 BEND - -1 END CAP TO BE SOLVENT WELDED �, CONTRACTOR SHALL VERIFY THE AMOUNT OF OVEREXCAVATION WITH SYSTEM OR SURFACE WATERS. COMBINATION TO MAIN Z GEOTECHNICAL ENGINEER. 4. STORM DRAINAGE MAINS, LATERALS, CULVERTS AND FITTINGS SHALL BE 5. COMPACTION SHALL BE DONE PER KITTITAS COUNTY STANDARD CONSTRUCTED USING THE SAME PIPE MATERIAL AND MANUFACTURER. CONNECTIONS LLJ SPECIFICATIONS. SITE EXCAVATION AND/OR SUBGRADE PREPARATION BETWEEN LATERALS AND THE MAINLINE WILL BE MADE WITH A WYE FITTING. CUT -IN Z SHALL BE COMPLETED BEFORE PLACING STRUCTURAL FILL COMPACTION CONNECTIONS ARE ONLY ALLOWED WHEN CONNECTING A NEW LATERAL TO AN SHALL BE VERIFIED BY DENSITY TESTING. EXISTING MAINLINE. j OJ as 6. ALL TEMPORARY CUT SLOPES SHALL NOT EXCEED 1.5H:1V. ALL 5. CONTRACTOR SHALL COMPLY WITH MANUFACTURER'S INSTALLATION PROCEDURES PERMANENT CUT SLOPES SHALL NOT EXCEED 2HAV OR AS SHOWN ON AND RECOMMENDATIONS FOR CONSTRUCTION OF ALL UTILITIES AND OTHER o" PLANS. ALL PERMANENT FILL SLOPES SHALL NOT EXCEED 2HAV. IMPROVEMENTS. 7. EXISTING PAVED ROAD SHALL REMAIN OPEN DURING CONSTRUCTION. 6. CONTRACTOR SHALL COMPLY WITH OSHA AND WISHA STANDARDS AND SHALL CONTRACTOR SHALL IMPLEMENT APPROPRIATE PROTECTION AND TRAFFIC PROVIDE AND INSTALL TRENCH BOX OR PROVIDE OTHER TRENCH SHORING FOR o 9- CONTROL DURING CONSTRUCTION TO DIRECT TRUCK TRAFFIC. TRENCHES DEEPER THAN 5 FEET. ALL TRENCHES SHALL NOT BE LEFT OPEN OVERNIGHT WITHOUT PROPER PROTECTION. z� 0 STANDARD WATER NOTES: _ 1. ALL WATER PIPE SHALL BE PVC C900 MEETING WSDOT\APWA SPECIFICATIONS UNLESS SHOWN OTHERWISE ON THESE PLANS. 2. HORIZONTAL AND/OR VERTICAL BENDS SHALL BE USED WHEN JOINT DEFLECTION EXCEEDS X1 OF PIPE MANUFACTURER'S RECOMMENDED MAXIMUM DEFLECTION OR IS U21 EQUAL TO 300 TIMES THE PIPE'S OUTSIDE DIAMETER. 3. ALL BEND CALLOUTS SHOWN ON THESE PLANS AND PROFILES ARE FOR HORIZONTAL PIPE ALIGNMENT ONLY. CONTRACTOR SHALL DETERMINE IN THE FIELD WHETHER VERTICAL BENDS ARE NECESSARY. 4. PROPOSED WATERMAIN SHALL HAVE A MINIMUM DEFLECTION RADIUS OF 300 FEET OR AS RECOMMENDED BY THE MANUFACTURER. plx 5. CONCRETE THRUST BLOCKING IS PROPOSED. 6. MINIMUM 3 -FOOT CLEARANCE SHALL BE PROVIDED AROUND FIRE HYDRANTS AT ALL TIMES. 7. WATER LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE PLANS AND SHALL NOT BE CHANGED WITHOUT PRIOR APPROVAL BY THE ENGINEER. 8. THE SUNCADIA INSPECTOR SHALL INSPECT ALL WATERMAIN AND APPURTENANCES PRIOR TO BACKFILL. CONTRACTOR SHALL PROVIDE A 48-HOUR MINIMUM NOTICE PRIOR TO REQUIRED INSPECTIONS. 9. CONTRACTOR SHALL IMMEDIATELY REPAIR ALL DAMAGES TO THE EXISTING UTILITIES CAUSED DURING CONSTRUCTION. AT ALL TIMES DURING CONSTRUCTION, = Cn J CONTRACTOR SHALL KEEP ON -HAND MATERIALS FOR MAINTENANCE OF EXISTING UTILITIES. J 10. THE NEW WATERMAIN SHALL BE PLACED IN SERVICE ONLY AFTER THE NEW WATER SYSTEM IS PRESSURE TESTED, FLUSHED, DISINFECTED AND SATISFACTORY (� F, BACTERIOLOGICAL TESTED. TESTING SHALL BE IN CONFORMANCE WITH APWA SPECIFICATIONS AND NO TESTING SHALL OCCUR AGAINST EXISTING OR NEW VALVES. ALL z � PRIVATE FIRE SERVICE SYSTEMS AND MAINS SHALL BE INSPECTED, TESTED AND MAINTAINED IN ACCORDANCE WITH NFPA 25. 4/7 11. AFTER DISINFECTING THE WATERMAIN, DISPOSE OF CHLORINATED WATER IN A PROPER MANNER BY HAULING OFF SITE, OR AS APPROVED BY SUNCADIA. J 12. HYDROSTATIC TESTING AND FLUSHING OF THE SYSTEM SHALL BE PERFORMED IN PRESENCE OF SUNCADIA INSPECTOR. 13. EACH FIRE HYDRANT AND CONTROL VALVE ASSEMBLY SHALL BE FULLY OPENED AND CLOSED UNDER SYSTEM PRESSURE AND WITNESSED BY THE SUNCADIA INSPECTOR. 14. CONTRACTOR SHALL VERIFY ALL WATER PIPE LENGTHS SHOWN ON THESE PLANS PRIOR TO ORDERING OF MATERIALS. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE vJ ENGINEER OF ANY DISCREPANCIES. 0 M 15. CONTRACTOR SHALL PROVIDE 48 -INCHES MINIMUM COVER ON TOP OF PROPOSED WATER SERVICE. 16. CONTRACTOR SHALL VERIFY TYPE OF VALVE CONNECTION AND ADJUST IN FIELD ACCORDINGLY. Y o STANDARD SEWER NOTES: � 0 v1 1. SANITARY SEWER PIPE SHALL BE PVC CONFORMING TO ASTM D-3034 SDR 35 (4"-15' OR ASTM F-679 (18"-277). BEDDING AND BACKFILL SHALL BE PER C? > SUNCADIA STANDARDS. C1c Dl 2. ALL NEW MANHOLES SHALL HAVE A MINIMUM INSIDE DIAMETER OF 48" AND SHALL CONFORM TO THE STANDARD DETAILS. V) ❑cam" 3. ALL SIDE SEWERS SHALL BE 4" DIAMETER PIPE AT A MINIMUM 2% SLOPE, UNLESS OTHERWISE NOTED ON THE PLANS, o ac c 4. LOT CORNERS MUST BE SET AND SIDE SEWER LOCATIONS VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. Z 5. ALL SIDE SEWER STUBS SHALL BE CAPPED WITH A WATERTIGHT CAP AND GASKET. CAP LOCATION SHALL BE MARKED WITH A 2 X 4 STAKE, 12 FEET LONG, WITH 0 E 2 � v a ai C ONE END BURIED AT DEPTH OF THE CAP INVERT AND EXTENDING AT LEAST 3 FEET VERTICALLY OUT OF THE GROUND. THE PORTION OF STAKE ABOVE GROUND RW Z SHALL BE PAINTED WHITE AND MARKED WITH THE WORD "SEWER" AND THE DEPTH FROM PIPE INVERT TO GROUND SURFACE. CONNECT PIPE TO STAKE WITH AN �z Z W _ C3 w �' v 8 -GAUGE WIRE AT OR ABOVE FINISHED GROUND LEVEL. th 6. ALL TESTING AND CONNECTIONS TO EXISTING MAINS SHALL BE DONE IN THE PRESENCE OF THE SUNCADIA INSPECTOR. v 7. ALL TRENCHES SHALL BE BACKFILLED AND COMPACTED, PRIOR TO TESTING SEWER LINES FOR ACCEPTANCE. 8. SIDE SEWER SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN SEWER IS TESTED. h 9. PRIOR TO PIPE TESTING, ALL SEWER PIPES SHALL BE CLEANED AND FLUSHED. ALL DEBRIS FLUSHED SHALL OUT SHALL BE REMOVED AT THE FIRST MANHOLE Z Q DOWNSTREAM. IN THE EVENT CEMENTED OR WEDGED DEBRIS OR A DAMAGED PIPE EXISTS, THE CONTRACTOR SHALL REMOVE THE DEBRIS AND REPLACE DAMAGED JOB NO. 16080 PIPE. DATE SEPT. 2016 10. TOPS OF MANHOLES WITHIN PUBLIC RIGHTS-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL JUST PRIOR TO PAVING. DESIGNED REM 11. CONTRACTOR SHALL ADJUST ALL MANHOLE RIMS TO FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. SDC 12. CONTRACTOR SHALL INSTALL, AT ALL CONNECTIONS TO EXISTING DOWN STREAM MANHOLES, SCREENS OR PLUGS TO PREVENT FOREIGN MATERIALS FROM ENTERING APPROVED REM MKK EXISTING SANITARY SEWER SYSTEM. SCREENS OR PLUGS SHALL REMAIN IN PLACE THROUGHOUT THE DURATION OF A CONSTRUCTION AND SHALL BE REMOVED SHEET C9a O ALONG WITH COLLECTED DEBRIS AT THE TIME OF FINAL INSPECTION AND IN THE PRESENCE OF A SUNCADIA INSPECTOR. 13. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF TEN FEET (10') HORIZONTAL SEPARATION BETWEEN ALL WATER AND SEWER MAIN LINES. ANY CONFLICTS SHALL BE REPORTED TO THE SUNCADIA AND THE ENGINEER PRIOR TO CONSTRUCTION. 14. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT NO CONFLICTS EXIST BETWEEN SANITARY SEWER LINES AND PROPOSED OR EXISTING UTILITIES PRIOR TO CONSTRUCTION. 15. UPON COMPLETION, AND PRIOR TO ACCEPTANCE OF INSTALLATION OR REPAIR OF SEWER MAIN, ALL SEWER MAINS SHALL BE VISUAL AND TELEVISION INSPECTED BY THE SUNCADIA. THIS SHALL BE DONE IN PRESENCE OF SUNCADIA INSPECTOR AND THE CONTRACTOR. ANY DEFECTS IN WORKMANSHIP OR MATERIAL DISCOVERED SHALL BE REPAIRED BY THE CONTRACTOR PRIOR TO ACCEPTANCE OF WORK. 16. MINIMUM COVER OVER SEWER PIPE SHALL BE 3' (THREE) FEET, UNLESS OTHERWISE SHOWN. I1A SUNCADIA - TRAILHEAD - PHASE 1, DIVI A PORTION OF SECTION 19, T. 20 N., R. 15 E., W.M. KITTITAS COUNTY, STATE OF WASHINGTON � I 21 "f F 20" TO METER CL 36"+ 1 24" C 1 '2"± 10-+ t r -- SAWCUT THE EDGE OF ALL TRENCHES IN EXISTING ASPHALT. SEAL COAT SAWCUT LINE BETWEEN OLD AND NEW ASPHALT WHERE APPLICABLE (TYPICAL). 15" ROW PRIVATE PROPERTY 0' TO t INSULATION PAD 1 1/2" SERVICE LINE WATER METER & SERVICE DETAIL N. T. S. FINISHED GRADE R� SION 12 UDOUBLE STRAP STAINLESS STEEL SERVICE SADDLE WITH 1-1/2" AWWA TAPER (CC) - 2" FOR DOUBLE SERVICES. ©CORPORATION STOP, 1-1/2" AWWA TAPER (CC) INLET BY 1-1/2" PACK JOINT (COMPRESSION FITTING) FOR HDPE OUTLET, FORD F131000 OR APPROVED EQUAL - 2" FOR DOUBLE SERVICES © 1-1/2" HDPE W/TRACER WIRE. - 2" HDPE FOR DOUBLE SERVICES Op 1-1/2"x1" REDUCER OMETER BOX: CARSON HW1527BCF, 24" DEPTH WITH HD HDPE FLUSH COVER WITH CAST IRON READER DOOR. O 1" WATER METER SETTER, 15" HEIGHT & DOUBLE CHECK ASSEMBLY, ANGLE LOCKWING FULL PORT BALL VALVE W/PLAIN METER NUT (NO LIP); FLANGED TUBING W/PLAIN METER NUT (NO LIP) © WATER METER SETTER: AY MCDONALD MODEL 720-415 JDDD 44 OH i" BRASS TAIL PIECE (EXTEND 24" FROM BOX) -1/2" INCREASER OFF TAIL PIECE ANDCAP OI PROVIDE 1"xt FOR FUTURE CONNECTION. SAWCUT THE EDGE OF ALL TRENCHES IN EXISTING ASPHALT. SEAL COAT SAWCUT FINISH GRADE - UNE BETWEEN OLD AND NEW ASPHALT WHERE APPUCABLE (TYPICAL). 64i4�ii�i� • • �� SIZE 12 THIN SOLID COPPER TRACER WIRE, TESTING '11[1 . . ••� •� -� All work on side sewers must be inspected by the Suncodio prior to back filling. If back GREEN COATED, TO BE INSTALLED ON NEW SIDE 2. ABS Pipe (Schedule 40, ASTM D-1788) filling has occurred before the inspection, the Suncadia will request that the piping be _ - �_ -.--- SEWERS FROM TAP ON MAIN TO POST WHERE A SPLICE IS REQUIRED, USE ' • 11�1M°IL= TRENCH BACK FILL AND COMPACTION 1171 � 1��1 � �. j1. 11:=1 m � • r 48" MIN. AT R/W 0 alignment and/or each 100 feet in straight runs. -INSTALL PRESSURE sea IoLUILI�NNIII RECOMMENDATIONS. MATERIAL--- MECHANICALLY TAMPED TO 95% MAXIMUM DENSITY LASS 52 DI WATER MAIN c-,... RESTRAINED JOINT PIPE) - PEA GRAVEL BEDDING TRENCH WIDTH = O.D. OF PIPE + . 12" (MINIMUM) NOTES: 1. WATERMAIN PRESSURE TEST SHALL BE COMPLETED AFTER SERVICES AND OTHER WATERMAIN PENETRATIONS ARE COMPLETED. 2. WATERMAIN SHALL BE INSTALLED PER SUNCADIA STANDARDS. WATER TRENCH o ACCEPTABLE BEDDING MATERIALS -WRAP WIRE AROUND MAIN 1. Pea Gravel 0 PIPE BEDDING & BACK FILL TRENCH SIZE 12 THIN SOLID COPPER TRACER WIRE, TESTING 1. Ductile Iron Pipe (AWWA C151) All work on side sewers must be inspected by the Suncodio prior to back filling. If back GREEN COATED, TO BE INSTALLED ON NEW SIDE 2. ABS Pipe (Schedule 40, ASTM D-1788) filling has occurred before the inspection, the Suncadia will request that the piping be _ - �_ -.--- SEWERS FROM TAP ON MAIN TO POST WHERE A SPLICE IS REQUIRED, USE SECTION 7-17.3(4) TRENCH BACK FILL AND COMPACTION 3M DBR SPLICE OR APPROVED EQUAL j1. Not less than one per side sewer and/or each total change of 90' of grade or 48" MIN. AT R/W 0 alignment and/or each 100 feet in straight runs. -INSTALL PRESSURE of 30" MIN. ON----- construction work, Part N. ALLOW REMOVAL OF TREATED 4x4 POST r\ PRIVATE PROPERTY BOLTS (TYP.) .'• PAINTED GREEN N -CONCRETE NOTE: 24" MIN. a POURED BEING USED. L = MIN. END AREA DIVIDED BY 3D. .._ BRING WIRE UP j jln 40 POST v, 1 SECOND STAGE OF BEDDING MATERIAL END AREAS PIPE SIZE PLACED AFTER FIRST STAGE OF BEDDING 18" #4 REBAR •� ui IS APPROVED. PRESSURE TEST IS - 6" •o --`-- PERFORMED AFTER SECOND STAGE OF 45'� - - - - - - 4.5 SQ.FT. 2.2 SQ.FT. FITTINGS FROM CONCRETE. 10" BEDDING IS APPROVED. 7.0 SQ.FT. 3.5 SQ.FT. p 4 -MIN.' 10.0 SQ.FT. 5.0 SQ.Fr. CONCRETE THRUST BLOCKING v/ FIRST STAGE OF BEDDING MATERIAL, PLACED FOR INITIAL INSPECTION "�..,,._._ .. FACTORY 'Y' & 1/8 BEND - -1 END CAP TO BE SOLVENT WELDED �, 'a-- 18" COMBINATION TO MAIN Z o ACCEPTABLE BEDDING MATERIALS -WRAP WIRE AROUND MAIN 1. Pea Gravel 0 ACCEPTABLE SIDE SEWER PIPE MATERIAL _INSPECTION: O 1. Ductile Iron Pipe (AWWA C151) All work on side sewers must be inspected by the Suncodio prior to back filling. If back 2. ABS Pipe (Schedule 40, ASTM D-1788) filling has occurred before the inspection, the Suncadia will request that the piping be ••a . ^.A- : o 3. PVC Pipe (SDR 35, ASTM D3034) exposed for inspection purposes. CLEAN OUTS TAP: j1. Not less than one per side sewer and/or each total change of 90' of grade or The contractor shall install the factory wye on the new main at time of main construction. 0 alignment and/or each 100 feet in straight runs. The trench is to be free of water and conform to W.I.S.H.A. safety standards for z 2. Metal frame and cover, with concrete color is required in gravel or asphalt areas. construction work, Part N. Y z GRADE &ALIGNMENT 3 1. Minimum grade of 2% for 4" pipe, and 1% for 6" pipe, unless approved by Suncadia. 2. tine and grade to be straight between factory bends. 0 SIDE SEWER N. T. S. N. T. S. TEES FORM CONCRETE TO ALLOW REMOVAL OF BOLTS (TYP.)-� UNDISTURBED EARTH L SEWER PIPE PEA GRAVEL BEDDING DEPTH VARIES __' 4" TRENCH WIDTH = O.D. OF PIPE + 12" (MINIMUM) SANITARY SEWER TRENCH PLUGS & CAPS 1 PLUG (USE MECHANICAL CAP FOR SUP JOINT PIPE) SQUARE STEEL PLATE 1/4" THICK CONCRETE POURED IN PLACE UNDISTURBED EARTH FCONCRETE POURED IN PLACE L\2 .aAL...a._.' DEPTH VARIES NOTES: 1. THRUST BLOCKS REQUIRED AT ALL TEES, HOT TAPS, AND HYDRANTS, UNLESS CONTRACTORS ENGINEER DETERMINES RESTRAINED JOINT PIPE LENGTHS ARE ADEQUATE. - SIZE 12 USE BLUE PLASTIC COATED 17 X 34" CONC. METER BOX SOLID COPPER TRACER WIRE, TO BE WITH 3/8" STEEL DIAMOND INSTALLED ON THE SERVICE LINE FROM PLATE COVER, FOG-TITE THE MAIN TO THE END OF THE WATER METER SEAL CO. N0. 3 SERVICE LINE. WHERE A SPLICE IS REQUIRED, USE 3M DBR SPLICE OR APPROVED EQUAL. FINISHED GRADES _ 2" X 90 DEGREE BRASS ELBOW a. •.y�// 4 Trt�♦-1\\\I\ SEE NOTE 1 FINISHED GRADE -- ti 4" CAST IRON VALVE BOX 2" GATE VALVE WITH AWWA OPERATING NUT •" INSTALL VENT PIPING LOCATION IN FIELD AS DIRECTED 2'-0" 2" X 90 DEGREE .. .. ° BRASS ELBOW UNION 2" GALVANIZED' -PIPE 2" IPS HDPE, PE3408--7-�-� - ASTM 3035 SDR3R34 `t'Y✓ `'"" �� DUCTILE IRON 2" X 90 DEGREE DOUBLE STRAP WATER MAIN FOUNDATION ROCK BRASS ELBOW SERVICE CLAMP AIR RELEASE ASSEMBLY "�°-I------- BACKFILL MATERIAL MECHANICALLY TAMPED TO 95% DENSITY IN 8" LIFTS 12" _ppll-_ alf�ll^II. ,� 11�1111i 1 I TRENCH WIDTH = O.D. OF PIPE + 12" (MINIMUM) NOTE #1: WATER TIGHT GASKETS REQUIRED NOTE #2: STORM PIPE MATERIALS SHALL BE ASTM 3034 OR HDPE AS DIRECTED BY ENGINEER STORM TRENCH N. T. S. N. T. S. KITTITAS COUNTY APPROVED FOR CONSTRUCTION THESE PLANS HAVE BEEN REVIEWED BY KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS AND HAVE BEEN ACCEPTED FOR COMPLYING WITH THE REQUIREMENTS OF I KITTITAS COUNTY. DIRECTOR OF PUBLIC WORKS DATE a 2" OPEN PATTERN ��- RETURN BEND 2" BEEHIVE STRAINER W/ SIZE 24 STAINLESS STEEL MESH SCREEN PAINT BLUE THAT. PORTION ABOVE GROUND & WRAP WITH RED AND WHITE REFLECTORIZED TAPE (2) 2" X 90 DEGREE ELBOW, GALVANIZED WITH WEEP HOLE IN ONE FILL GRAVEL UPTO THIS LEVEL 2" AIR & VACUUM RELEASE VALVE, "APCO" OR "CRISPIN" MODELS ONLY 2" BRASS INDEX LOCATION SEC. 19 T. 20N R. 15E W. 19 ~' a :4 '. O 0 � I ••a . ^.A- : o o SIDE VIEW D W 0 (THIS VIEW TYPICAL FORM CONCRETE TO ° ° FOR ALL BLOCKING) ALLOW REMOVAL OF BOLTS (TYP.) .'• -CONCRETE NOTE: DIMENSION "L" VARIES PER PIPE DIAMETER AND FITTING a POURED BEING USED. L = MIN. END AREA DIVIDED BY 3D. IN PLACE y MINIMUM END AREAS PIPE SIZE TEES & PLUGS 45' BENDS 22 1/2' BENDS D V Z NOTE: 6" 3.8 SQ.FT. 2.6 SQ.FT. 1.3 SQ.FT. USE VISQUEEN TO PROTECT 8" 6.7 SQ.Fr. 4.5 SQ.FT. 2.2 SQ.FT. FITTINGS FROM CONCRETE. 10" 10.5 SQ.FT. 7.0 SQ.FT. 3.5 SQ.FT. 12" 15.0 SQ.FT. 10.0 SQ.FT. 5.0 SQ.Fr. CONCRETE THRUST BLOCKING v/ DEPTH VARIES NOTES: 1. THRUST BLOCKS REQUIRED AT ALL TEES, HOT TAPS, AND HYDRANTS, UNLESS CONTRACTORS ENGINEER DETERMINES RESTRAINED JOINT PIPE LENGTHS ARE ADEQUATE. - SIZE 12 USE BLUE PLASTIC COATED 17 X 34" CONC. METER BOX SOLID COPPER TRACER WIRE, TO BE WITH 3/8" STEEL DIAMOND INSTALLED ON THE SERVICE LINE FROM PLATE COVER, FOG-TITE THE MAIN TO THE END OF THE WATER METER SEAL CO. N0. 3 SERVICE LINE. WHERE A SPLICE IS REQUIRED, USE 3M DBR SPLICE OR APPROVED EQUAL. FINISHED GRADES _ 2" X 90 DEGREE BRASS ELBOW a. •.y�// 4 Trt�♦-1\\\I\ SEE NOTE 1 FINISHED GRADE -- ti 4" CAST IRON VALVE BOX 2" GATE VALVE WITH AWWA OPERATING NUT •" INSTALL VENT PIPING LOCATION IN FIELD AS DIRECTED 2'-0" 2" X 90 DEGREE .. .. ° BRASS ELBOW UNION 2" GALVANIZED' -PIPE 2" IPS HDPE, PE3408--7-�-� - ASTM 3035 SDR3R34 `t'Y✓ `'"" �� DUCTILE IRON 2" X 90 DEGREE DOUBLE STRAP WATER MAIN FOUNDATION ROCK BRASS ELBOW SERVICE CLAMP AIR RELEASE ASSEMBLY "�°-I------- BACKFILL MATERIAL MECHANICALLY TAMPED TO 95% DENSITY IN 8" LIFTS 12" _ppll-_ alf�ll^II. ,� 11�1111i 1 I TRENCH WIDTH = O.D. OF PIPE + 12" (MINIMUM) NOTE #1: WATER TIGHT GASKETS REQUIRED NOTE #2: STORM PIPE MATERIALS SHALL BE ASTM 3034 OR HDPE AS DIRECTED BY ENGINEER STORM TRENCH N. T. S. N. T. S. KITTITAS COUNTY APPROVED FOR CONSTRUCTION THESE PLANS HAVE BEEN REVIEWED BY KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS AND HAVE BEEN ACCEPTED FOR COMPLYING WITH THE REQUIREMENTS OF I KITTITAS COUNTY. DIRECTOR OF PUBLIC WORKS DATE a 2" OPEN PATTERN ��- RETURN BEND 2" BEEHIVE STRAINER W/ SIZE 24 STAINLESS STEEL MESH SCREEN PAINT BLUE THAT. PORTION ABOVE GROUND & WRAP WITH RED AND WHITE REFLECTORIZED TAPE (2) 2" X 90 DEGREE ELBOW, GALVANIZED WITH WEEP HOLE IN ONE FILL GRAVEL UPTO THIS LEVEL 2" AIR & VACUUM RELEASE VALVE, "APCO" OR "CRISPIN" MODELS ONLY 2" BRASS INDEX LOCATION SEC. 19 T. 20N R. 15E W. 19 � I W z_ m y V Z W v/ W� LLJ as o" �W o 9- z� 0 a U �� �W U21 O0 plx XX/XX/16 = Cn J J (� F, p z � Q � � ^^ rrte vJ Q 7 vJ 0 M M; d - N m Y o � 0 v1 Z MW C? > N a C1c Dl a s -0 a o V) ❑cam" o ac c CC 91f Z c �y c. 0 E 2 � v a ai C W RW Z y 2 �z Z W _ C3 w �' v th v v h Z Q r JOB NO. 16080 DATE SEPT. 2016 SCALE AS NOTED DESIGNED REM DRAWN SDC CHECKED REM MKK APPROVED REM MKK SHEET C9a O LP-17-00005Highway 9 Aerial View Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA,USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS UserCommunity LP-17-00005Highway 9 LP-17-00005Highway 9 Nearby Parcels LP-17-00005Highway 9 LP-17-00005Highway 9 Zoning Master PlannedResortZoning LP-17-00005Highway 9 LP-17-00005Highway 9 School District Cle Elum-RoslynSchool District LP-17-00005Highway 9 LP-17-00005Highway 9 Oblique View LP-17-00005Highway 9 KITTITAS COUNTY COMMUNITY DEVELOPMENT SERVICES X40' yA9 411 N. Ruby St., Suite 2, Ellensburg, WA 98926 CDS Cl CO.KITTITAS.WA.US "Building Partnerships —Building Communities" Office (509) 962-7506Fax (509) 962-7682 KfITITAS COUNTY Affidavit of Mailing & Publication PROPOSAL NAME: Highway 9 Plat (LP -17-00005) NOTIFICATION OF: Notice of Application NOTIFICATION MAIL DATE: April 26t1i, 2017 I certify that the following documentation: • Notice of Application Reschedule for River Ridge Plat (SE -17-0005) has been mailed to the attached list of persons and participants, and that proper notification (as attached) has been published in the Legal Newspaper(s) of Record for Kittitas County. Dusty Pilkington Community Development Services Planner County of Kittitas State of Washington Subscribed and sworn to before me this April 26th, 2017 ,�r1:A1Eft�h. s/ir ti lory :>,em'Ir .M �o u :A pF /��rrrrrWASN `, Stephanie Mifflin Notary Public for the in Ellensburg. Signature Signature Washington residing My appointment expires: December 23rd, 2017 COMMUNITY PLANNING • BUILDING INSPECTION • PLAN REVIEW • ADMINISTRATION • PERMIT SERVICES • CODE ENFORCEMENT • FIRE INVESTIGATION COMMUNITY PLANNING BUILDING INSPECTION PLAN REVIEW ADMINISTRATION PERMIT SERVICES CODE ENFORCEMENT FIRE INVESTIGATION KITTITAS COUNTY COMMUNITY DEVELOPMENT SERVICES 411 N. Ruby St., Suite 2, Ellensburg, WA 98926 CDS@CO.KITTITAS.WA.US Office (509) 962-7506 Fax (509) 962-7682 “Building Partnerships – Building Communities” NOTICE OF APPLICATION Project Name (File Number): Highway 9 Long Plat (LP-17-00005) Applicant: Highway 9 Office Park Center LLC Location: One tax parcel, located 1 mile west of Roslyn, in a portion of Section 19, T20N, R15E, WM, in Kittitas County. Assessor’s map number: 20-15-19055-0003. Proposal: Jeff Hansell, agent for property owner Highway 9 Office Park Center LLC, has submitted a Preliminary Plat application to subdivide approximately 4.76 acres into 14 duplex town homes in 7 buildings. Materials Available for Review: The submitted application and related filed documents may be examined by the public at the Kittitas County Community Development Services (CDS) office at 411 N. Ruby, Suite 2, Ellensburg, Washington, 98926, or on the CDS website http://www.co.kittitas.wa.us/cds/land-use/project- details.aspx?title=Long Plats&project=LP-17-00005+Highway+9 Phone: (509) 962-7506. Written Comments on this proposal can be submitted to CDS any time prior to 5:00 p.m. on May 12th, 2017. Any person has the right to comment on the application, receive notice of and participate in any hearings, and request a copy of the decision once made. Appeal procedures can vary according to the type of decision being appealed, and are described in Kittitas County Code, Title 15A. Environmental Review (SEPA): Review of the SEPA checklist submitted with this application finds it to be consistent with the Mountainstar Master Planned Resort Final Environmental Impact Statement (FEIS) published April 10, 2000 and found to be legally adequate on March 15, 2001. Public Hearing: An open record hearing will be scheduled before the Kittitas County Board of County Commissioners for June 6th, 2017 at 2:00 pm in the Commissioner’s Auditorium 205 W 5th Ave. Rm. 109, Ellensburg, WA 98926. This hearing shall be open to all members of the public; testimony will be taken and written comments may be submitted. Interested parties are encouraged to confirm proceedings prior to hearing date. Designated Permit Coordinator (staff contact): Dusty Pilkington, Staff Planner I, (509) 962-7079 dusty.pilkington@kittitas.co.wa.us COMMUNITY PLANNING BUILDING INSPECTION PLAN REVIEW ADMINISTRATION PERMIT SERVICES CODE ENFORCEMENT KITTITAS COUNTY COMMUNITY DEVELOPMENT SERVICES 411 N. Ruby St., Suite 2, Ellensburg, WA 98926 CDS@CO.KITTITAS.WA.US Office (509) 962-7506 Fax (509) 962-7682 “Building Partnerships – Building Communities” AGENDA STAFF REPORT AGENDA DATE: May 16th, 2017 ACTION REQUESTED: Set Open Record Public Hearing for June 6th, 2017 to consider the Highway 9 Preliminary Plat (LP-17-00005) BACKGROUND: Jeff Hansell, agent for property owner Highway 9 Office Park Center LLC, has submitted a Preliminary Plat application to subdivide approximately 4.76 acres into 14 duplex town homes in 7 buildings. The subject property is zoned as a Master Planned Resort One tax parcel, located 1 mile west of Roslyn, in a portion of Section 19, T20N, R15E, WM, in Kittitas County. Assessor’s map number: 20-15-19055-0003. The subject property is located within the Master Planned Resort zoning designation (Suncadia). INTERACTION: Staff will present comments and recommended conditions of approval for BOCC review prior to the June 6th hearing as required. RECOMMENDATION: Staff recommends the Board set an Open Record Hearing for June 6th, 2017 to consider the Highway 9 Plat (LP-17-00005). HANDLING: None ATTACHMENTS: Index with Staff Report LEAD STAFF: Dusty Pilkington, Staff Planner COMMUNITY PLANNING BUILDING INSPECTION PLAN REVIEW ADMINISTRATION PERMIT SERVICES CODE ENFORCEMENT KITTITAS COUNTY COMMUNITY DEVELOPMENT SERVICES 411 N. Ruby St., Suite 2, Ellensburg, WA 98926 CDS@CO.KITTITAS.WA.US Office (509) 962-7506 Fax (509) 962-7682 “Building Partnerships – Building Communities” AGENDA STAFF REPORT AGENDA DATE: June 6th, 2017 ACTION REQUESTED: Hold Open Record Public Hearing for June 6th, 2017 to consider the Highway 9 Preliminary Plat (LP-17-00005) BACKGROUND: Jeff Hansell, agent for property owner Highway 9 Office Park Center LLC, has submitted a Preliminary Plat application to subdivide approximately 4.76 acres into 14 duplex town homes in 7 buildings. The subject property is zoned as a Master Planned Resort One tax parcel, located 1 mile west of Roslyn, in a portion of Section 19, T20N, R15E, WM, in Kittitas County. Assessor’s map number: 20-15-19055-0003. The subject property is located within the Master Planned Resort zoning designation (Suncadia). INTERACTION: Staff will present comments and recommended conditions of approval for BOCC review. RECOMMENDATION: Staff recommends the Board approve the Highway 9 Plat (LP-17-00005). HANDLING: None ATTACHMENTS: Index, with staff report. LEAD STAFF: Dusty Pilkington, Staff Planner DAILY RECORD/KITTITAS PUB C/O IDAHO STATE JOURNAL RECEIVABLES PO BOX 1570 POCATELLO ID 83204 (509)925-1414 ORDER CONFIRMATION Salesperson: MEGAN WOODRUFF Printed at 04/25/17 14:17 by mwo18 ----------------------------------------------------------------------------- Acct #: 84329 Ad #: 1611874 Status: N KC COMMUNITY DEVELOPMENT SERVICES 411 N. RUBY ST, SUITE 2 ELLENSBURG WA 98926 Start: 04/27/2017 Times Ord: 1 STD6 2.00 X 7.04 Total STD6 14.08 Class: 0001 LEGAL Rate: LEG2 # Affidavits: 1 Stop: 04/27/2017 Times Run: *** Words: 350 NOTICES Cost: 121.79 Contact: STEPH MIFFLIN Ad Descrpt: NOTICE OF APPLICATION Phone: (509)962-7506 Given by: DUSTY PILKINGTON Fax#: Created: mwo18 04/25/17 14:02 Email: jeff.watson@co.kittitas.wa.0 Last Changed: mwo18 04/25/17 14:17 Agency: ----------------------------------------------------------------------------- PUB ZONE EDT TP START INS STOP SMTWTFS DR A 97 S 04/27 AUTHORIZATION Under this agreement rates are subject to change with 30 days notice. In the event of a cancellation before schedule completion, I understand that the rate charged will be based upon the rate for the number of insertions used. Quote from Daily Record/Kittitas County Publishing (509) 925-1414 This ad will run as quoted unless cancellation is received. Please contact your sales rep 24 hours prior to first run date to cancel order. N e print or t pe) Name (signature) (CONTINUED ON NEXT PAGE) DAILY RECORD/KITTITAS PUB C/O IDAHO STATE JOURNAL RECEIVABLES PO BOX 1570 POCATELLO ID 83204 (509)925-1414 ORDER CONFIRMATION (CONTINUED) Salesperson: MEGAN WOODRUFF Printed at 04/25/17 14:17 by mwo18 ----------------------------------------------------------------------------- Acct #: 84329 NOTICE OF APPLICATION Project Name (File Number): Highway 9 Long Plat (LP -17-00005) Applicant: Highway 9 Office Park Center LLC Location: One tax parcel, located 1 mile west of Roslyn, in a portion of Section 19, T20N, R15E. WM, in Kittitas County. Assessors map number: 20-15-19055-0003 Proposal: Jeff Hansell, agent for property owner Highway 9 Office Park Center LLC, has submitted a Preliminary Plat application to subdivide approximately 4.76 acres into 14 duplex town homes in 7 buildings. The subject property is zoned as a Master Planned Resort Materials Available for Review: The submitted application and related filed documents may be examined by the public at the Kittitas County Community Development Services (CDS) office at 411 N. Ruby, Suite 2, Ellensburg, Washington, 98926, or on the CDS website at http://www.co.kittitas.wa.us/cds/land-use/proiect- details.aspx?title=Long Plats&prosect=LP-17-00005+Highway+9 Phone: (509) 962-7506. Written Comments on this proposal can be submitted to CDS any time prior to 5:00 p.m. on May 12th, 2017 Any person has the right to comment on the application, receive notice of and participate in any hearings, and request a copy of the decision once made. Appeal procedures can vary according to the type of decision being appealed, and are described in Kittitas County Code, Title 15A. Environmental Review (SEPA): Review of the SEPA checklist submitted with this application finds it to be consistent with the Mountainstar Master Planned Resort Final Environmental Impact Statement (FEIS) published April 10, 2000 and found to be legally adequate on March 15, 2001. Public Hearing: An open record hearing will be scheduled before the Kittitas County Board of County Commissioners for June 6th, 2017 at 2:00 pm in the Commissioners Auditorium 205 W 5th Ave. Rm. 109, Ellensburg, WA 98926. This hearing shall be open to all members of the public; testimony will be taken and written comments may be submitted. Interested parties are encouraged to confirm proceedings prior to hearing date. Designated Permit Coordinator (staff contact): Dusty Pilkington, Staff Planner 1 (509) 962-7079 dusty. pilki ngton(aa)kittitas.co.wa.us Notice of Application: April 27th, 2017 Application Received: April 3rd, 2017 Application Complete: April 24th, 2017 Publication Date: April 27th, 2017 PUBLISH: April 27, 2017 Ad #: 1611874 Status: N From:Dusty Pilkington To:"Megan Woodruff" Subject:RE: LP-17-00005 Notice Publication / Confirmation: Ad 1611874 for KC COMMUNITY DEVELOPMENT SERVICES Date:Wednesday, April 26, 2017 8:57:00 AM Looks good. Thank you. Dusty Pilkington Planner I Kittitas County Community Development Services 411 N Ruby St # 4, Ellensburg, WA 98926 (509) -962-7079 dusty.pilkington@co.kittitas.wa.us From: Megan Woodruff [mailto:mwoodruff@kvnews.com] Sent: Wednesday, April 26, 2017 8:47 AM To: Dusty Pilkington Subject: Re: LP-17-00005 Notice Publication / Confirmation: Ad 1611874 for KC COMMUNITY DEVELOPMENT SERVICES Thanks Dusty! Would you mind approving this version too? I added the date so the price changed, and I also changed what it says under "Publication Date" and "PUBLISH" at the bottom. Hope you have the best day! Megan Woodruff Legal Specialist / Advertising Assistant Daily Record, Ellensburg mwoodruff@kvnews.com legals@kvnews.com (509) 925-1414 From: Dusty Pilkington <dusty.pilkington@co.kittitas.wa.us> Sent: Wednesday, April 26, 2017 8:33 AM To: Megan Woodruff Subject: RE: LP-17-00005 Notice Publication / Confirmation: Ad 1611874 for KC COMMUNITY DEVELOPMENT SERVICES Megan, It looks good. Also, could you publish this one a second time, on May the 4th? I forgot to put that on there. Thanks, Dusty Pilkington Planner I Kittitas County Community Development Services 411 N Ruby St # 4, Ellensburg, WA 98926 (509) -962-7079 dusty.pilkington@co.kittitas.wa.us From: Megan Woodruff [mailto:mwoodruff@kvnews.com] Sent: Tuesday, April 25, 2017 2:20 PM To: Dusty Pilkington Subject: Re: LP-17-00005 Notice Publication / Confirmation: Ad 1611874 for KC COMMUNITY DEVELOPMENT SERVICES Good afternoon Dusty, Please see attached for your legal proof scheduled to run on April 27. Please let me know if you approve or would like changes by 11:00am tomorrow morning. Thanks and have a great week ahead! Megan Woodruff Legal Specialist / Advertising Assistant Daily Record, Ellensburg mwoodruff@kvnews.com legals@kvnews.com (509) 925-1414 From: Dusty Pilkington <dusty.pilkington@co.kittitas.wa.us> Sent: Tuesday, April 25, 2017 1:21 PM To: Megan Woodruff Subject: LP-17-00005 Notice Publication Megan, Could you publish this for Thursday the 27th? Thanks, Dusty Pilkington Planner I Kittitas County Community Development Services 411 N Ruby St # 4, Ellensburg, WA 98926 (509) -962-7079 dusty.pilkington@co.kittitas.wa.us Notice: Email sent to Kittitas County may be subject to public disclosure as required by law Notice: Email sent to Kittitas County may be subject to public disclosure as required by law From:Dusty Pilkington To:"Megan Woodruff" Subject:RE: LP-17-00005 Notice Publication / Confirmation: Ad 1611874 for KC COMMUNITY DEVELOPMENT SERVICES Date:Wednesday, April 26, 2017 8:33:00 AM Megan, It looks good. Also, could you publish this one a second time, on May the 4th? I forgot to put that on there. Thanks, Dusty Pilkington Planner I Kittitas County Community Development Services 411 N Ruby St # 4, Ellensburg, WA 98926 (509) -962-7079 dusty.pilkington@co.kittitas.wa.us From: Megan Woodruff [mailto:mwoodruff@kvnews.com] Sent: Tuesday, April 25, 2017 2:20 PM To: Dusty Pilkington Subject: Re: LP-17-00005 Notice Publication / Confirmation: Ad 1611874 for KC COMMUNITY DEVELOPMENT SERVICES Good afternoon Dusty, Please see attached for your legal proof scheduled to run on April 27. Please let me know if you approve or would like changes by 11:00am tomorrow morning. Thanks and have a great week ahead! Megan Woodruff Legal Specialist / Advertising Assistant Daily Record, Ellensburg mwoodruff@kvnews.com legals@kvnews.com (509) 925-1414 From: Dusty Pilkington <dusty.pilkington@co.kittitas.wa.us> Sent: Tuesday, April 25, 2017 1:21 PM To: Megan Woodruff Subject: LP-17-00005 Notice Publication Megan, Could you publish this for Thursday the 27th? Thanks, Dusty Pilkington Planner I Kittitas County Community Development Services 411 N Ruby St # 4, Ellensburg, WA 98926 (509) -962-7079 dusty.pilkington@co.kittitas.wa.us Notice: Email sent to Kittitas County may be subject to public disclosure as required by law From:Dusty Pilkington To:Josh Hink; Kim Dawson; Julie Kjorsvik; Lisa Iammarino; Holly Myers; Lisa Lawrence; Patti Johnson; Kelly Bacon; Candie M. Leader; "jessica@yakama.com"; "jmarvin@yakama.com"; "johnson@yakama.com"; "enviroreview@yakama.com"; "separegister@ecy.wa.gov"; "sepaunit@ecy.wa.gov"; "gcle461@ecy.wa.gov"; "Reed, Catherine D. (ECY)"; "Renfrow, Brent D (DFW"; "Downes, Scott G (DFW"; "Nelson, Jennifer L (DFW"; "SEPA (DAHP"; Michael Flory; Lou Whitford; Amber Green; "Steph.mifflin@co.kittitas.wa.us"; "Mau, Russell E (DOH"; "ben.serr@doh.wa.gov"; "linda.hazlett@dnr.wa.gov"; "cindy.preston@dnr.wa.gov"; "rivers@dnr.wa.gov"; "brooksideconsulting@gmail.com"; "Deborah.j.knaub@usace.army.mil"; "tribune@nkctribune.com"; "terry@nkctribune.com"; "Joanna Markell"; "lonnie_allphin@ksd403.org"; Lucas Huck; Karen Hodges (karen.hodges@co.kittitas.wa.us); Mark Cook; Kelly Bacon; Justin Turnbull Subject:LP-17-00005 Highway 9 Date:Thursday, April 27, 2017 1:18:00 PM Greetings. I am requesting comments on this Long Plat. Anyone with an interest can comment, and the comment period ends 05/12/2017. Click the links below to view information on the permit. LP-17-00005 Highway 9 (County Departments) LP-17-00005 Highway 9 (Outside County Network) Thank you, Dusty Pilkington Planner I Kittitas County Community Development Services 411 N Ruby St # 4, Ellensburg, WA 98926 (509) -962-7079 dusty.pilkington@co.kittitas.wa.us From:Dusty Pilkington To:"Mau, Russell E (DOH)" Subject:RE: LP-17-00005 Highway 9 Date:Thursday, April 27, 2017 1:35:00 PM Thank you, Dusty Pilkington Planner I Kittitas County Community Development Services 411 N Ruby St # 4, Ellensburg, WA 98926 (509) -962-7079 dusty.pilkington@co.kittitas.wa.us From: Mau, Russell E (DOH) [mailto:Russell.Mau@DOH.WA.GOV] Sent: Thursday, April 27, 2017 1:35 PM To: Dusty Pilkington Cc: Serr, Ben A (DOH); Holly Duncan; Holly Myers Subject: RE: LP-17-00005 Highway 9 Mr. Pilkington: With drinking water being provided by Suncadia, who has sufficient capacity to serve 14 additional connections, DOH requires the following for serving water to these lots: 1. Suncadia needs to provide a Project Report that shows that the water system distribution piping, existing or proposed, can serve the water demands of these 14 additional connections while maintaining adequate pressures within the Suncadia water system. 2. Suncadia needs to provide Construction Documents (Design Drawings and Specification) of the water system distribution piping serving these lots, unless the piping infrastructure is already present. Thanks, Russell E. Mau, PhD, PE Regional Engineer Department of Health, Office of Drinking Water 16201 East Indiana Avenue, Suite 1500, Spokane Valley, WA 99216 Desk: 509-329-2116 Fax: 509-329-2104 Russell.Mau@DOH.WA.GOV Public Health - Always Working for a Safer and Healthier Washington Visit our web site at www.doh.wa.gov/ehp/dw From: Dusty Pilkington [mailto:dusty.pilkington@co.kittitas.wa.us] Sent: Thursday, April 27, 2017 1:18 PM To: Josh Hink <josh.hink@co.kittitas.wa.us>; Kim Dawson <kim.dawson@co.kittitas.wa.us>; Julie Kjorsvik <julie.kjorsvik@co.kittitas.wa.us>; Lisa Iammarino <lisa.iammarino@co.kittitas.wa.us>; Myers, Holly (DOHi) <holly.myers@co.kittitas.wa.us>; Lisa Lawrence <lisa.lawrence@co.kittitas.wa.us>; Patti Johnson <patti.johnson@co.kittitas.wa.us>; Kelly Bacon <kelly.bacon@co.kittitas.wa.us>; Candie M. Leader <candie.leader@co.kittitas.wa.us>; jessica@yakama.com; jmarvin@yakama.com; johnson@yakama.com; enviroreview@yakama.com; ECY RE SEPA REGISTER <separegister@ecy.wa.gov>; ECY RE SEPA REGISTER <separegister@ecy.wa.gov>; Clear, Gwen (ECY) <GCLE461@ECY.WA.GOV>; Reed, Catherine D. (ECY) <CRAJ461@ECY.WA.GOV>; Renfrow, Brent D (DFW) <Brent.Renfrow@dfw.wa.gov>; Downes, Scott G (DFW) <Scott.Downes@dfw.wa.gov>; Nelson, Jennifer L (DFW) <Jennifer.Nelson@dfw.wa.gov>; SEPA (DAHP) <sepa@dahp.wa.gov>; Michael Flory <mike.flory@co.kittitas.wa.us>; Lou Whitford <lou.whitford@co.kittitas.wa.us>; Amber Green <amber.green@co.kittitas.wa.us>; Steph Mifflin <stephanie.mifflin@co.kittitas.wa.us>; Mau, Russell E (DOH) <Russell.Mau@DOH.WA.GOV>; Serr, Ben A (DOH) <ben.serr@doh.wa.gov>; HAZLETT, LINDA (DNR) <LINDA.HAZLETT@dnr.wa.gov>; PRESTON, CINDY (DNR) <CINDY.PRESTON@dnr.wa.gov>; DNR RE AQ LEASING RIVERS <DNRREAQLEASINGRIVERS@dnr.wa.gov>; brooksideconsulting@gmail.com; Deborah.j.knaub@usace.army.mil; Stoner, Jana <tribune@nkctribune.com>; terry@nkctribune.com; Joanna Markell <jmarkell@kvnews.com>; lonnie_allphin@ksd403.org; Lucas Huck <lucas.huck@co.kittitas.wa.us>; Karen Hodges <karen.hodges@co.kittitas.wa.us>; Mark Cook <mark.cook@co.kittitas.wa.us>; Kelly Bacon <kelly.bacon@co.kittitas.wa.us>; Justin Turnbull <justin.turnbull@co.kittitas.wa.us> Subject: LP-17-00005 Highway 9 Greetings. I am requesting comments on this Long Plat. Anyone with an interest can comment, and the comment period ends 05/12/2017. Click the links below to view information on the permit. LP-17-00005 Highway 9 (County Departments) LP-17-00005 Highway 9 (Outside County Network) Thank you, Dusty Pilkington Planner I Kittitas County Community Development Services 411 N Ruby St # 4, Ellensburg, WA 98926 (509) -962-7079 dusty.pilkington@co.kittitas.wa.us Notice: Email sent to Kittitas County may be subject to public disclosure as required by law KITTITAS COUNTY COMMUNITY DEVELOPMENT SERVICES 411 N. Ruby St., Suite 2, Ellensburg, WA 98926 CDS@CO. KITTITAS. W A.US Office (509) 962-7506 "Building Partnerships — Building Communities" Fax (509) 962-7682 May 10, 2017 Dusty Pilkington Staff Planner Kittitas County Community Development Services 411 No Ruby Street, Suite 2 Ellensburg WA 98926 RE: LP -17-00005 (Highway 9?) Dear Mr. Pilkington, Thank you for the opportunity to comment on the above listed Application 1. All construction of buildings and garages shall conform to the International Building Codes and the International Residential Codes adopted at the time of building permit submittal. This includes firewalls and fire separations. Please don't hesitate to contact me should you have any further questions. Mike Flory, Building Official COMMUNITY PLANNING • BUILDING INSPECTION • PLAN REVIEW • ADMINISTRATION • PERMIT SERVICES • CODE ENFORCEMENT May 11, 2017 Ms. Dusty Pilkington Planner I Kittitas County 411 N Ruby St # 4 Ellensburg, wa98926 In future correspondence please refer to: Project Tracking Code: 2017-05-03355 Property: LP -17-00005 Long Plat Application Highway 9 Office Park Re: Archaeology - Survey Requested Dear Ms. Pilkington: Allyson Brooks Ph.D., Director State Historic Preservation Officer Thank you for contacting the Washington State Historic Preservation Officer (SHPO) and Department of Archaeology and Historic Preservation (DAHP) and providing documentation regarding the above referenced project. The project parcel contains documented precontact and archaeological resources and it is probable that additional unidentified archaeological resources are present within the project area. It does not appear that the entire project area has been surveyed by a professional archaeologist. Please be aware that archaeological sites are protected from knowing disturbance on both public and private lands in Washington States. Both RCW 27.44 and RCW 27.53.060 require that a person obtain a permit from our Department before excavating, removing, or altering Native American human remains or archaeological resources in Washington. Failure to obtain a permit is punishable by civil fines and other penalties under RCW 27.53.095, and by criminal prosecution under RCW 27.53.090. Chapter 27.53.095 RCW allows the Department of Archaeology and Historic Preservation to issue civil penalties for the violation of this statute in an amount up to five thousand dollars, in addition to site restoration costs and investigative costs. Also, these remedies do not prevent concerned tribes from undertaking civil action in state or federal court, or law enforcement agencies from undertaking criminal investigation or prosecution. Chapter 27.44.050 RCW allows the affected Indian Tribe to undertake civil action apart from any criminal prosecution if burials are disturbed. We request a professional archaeological survey of the project area be conducted prior to ground disturbing activities. The completed survey must be sent DAHP and the interested Tribes for review prior to ground disturbance so that the requirement for DAHP permits and additional archaeological oversight can be determined. We also recommend consultation with the concerned Tribes' cultural committees and staff regarding cultural resource issues. 2 Thank you for the opportunity to comment on this project and we look forward to receiving the survey report. Should you have any questions, please feel free to contact me. Sincerely, Gretchen Kaehler Assistant State Archaeologist, Local Governments (360) 586-3088 ,Rretclien.kaehler@dahp.wa.gov cc. Johnson Meninick, Cultural Resources Director, Yakama Nation Jessica Lally, Archaeologist, Yakama Nation Kate Valdez, THPO, Yakama Nation STATg State of Washington • Department of Archaeology & Historic Preservation P.O. Box 48343 • Olympia, Washington 98504-8343 • (360) 586-3065 = www.dahp.wa.gov "s yo2 �y� 1889 a� `�Siaoe. ron��(o . � d KITTIELS COU.1iTY MEMORANDUM DEPARTMENT OF PUBLIC WORKS TO: Community Development Services FROM: Kelly Bacon, Engineer Technician I DATE: April 5, 2017 SUBJECT: Suncadia, Phase 1, Division 12A-Trailhead Town Homes The following shall be conditions of preliminary approval: Timing of Improvements: Per the Suncadia 2009 Development Agreement section 5.3 Infrastructure, Surety Bonding or Other Assurances. Infrastructure identified by Trendwest in an approved Site Development Plan must be provided and available for use before the issuance of the first certificate of occupancy for Master Planned Resort Accommodation Units included within such plan. For purposes of final plat approval or issuance of building permits, infrastructure may be guaranteed through surety bonding or other financial assurance device acceptable to the County. The estimated costs of providing all such guaranteed Infrastructure shall be reviewed and approved by the County Public Works Director or designee. Surety bonding or other acceptable financial device provided to the County shall be in an amount equal to at least 110% of such estimated costs as determined by Trendwest's architects and engineers. Exhibit F-1 Suncadia MPR Conditions of Approval: A-2 (a) Required Infrastructure and Utilities, as defined in the Development Agreement, shall be installed and completed or bonded or other financial guaranties or accommodations made for their completion prior to final plat approval of each subphase. 2. Private Road Naming: Private Road Names will be required to complete a private road naming application prior to final approval. 3. Addressing: Contact the Kittitas County Rural Addressing Coordinator at (509) 9627523 to obtain addresses prior to obtaining a building permit. A parcel cannot receive a building permit or utilities until such parcel is identified with a 911 address. 4. Civil Plans: Civil plans will be reviewed and approved a; submitted prior to final plat approval in accordance with development agreement. Page 1 of 1 411 N. Ruby St. Suite 1 TEL (509) 962-7523 Ellensburg, WA 98926 FAX (509) 962-7663 `OCNDF_S.. Tor Yl SSSS UST Y KI'MT.AS COUNTY MEMORANDUM TO: All Staff KITTZTAS COUNTY DEPARTMENT OF PUBLIC WORKS FROM: Justin Turnbull, County Surveyor DATE: May 11, 2017 SUBJECT: County Survey Review of Preliminary Plat LP -17-00005 (Trailhead) Changes required 1. Surveyor Certificate, survey stamp, and surveyor name missing from plat. 2. The Legend is missing from the plat. 3. No ties to permanent monuments shown. (KCC16.24.010) 4. The plat does not show 3 durable distinctive reference points or monuments. (KCC16.24.010) 5. The plat does not include sufficient data to determine the bearing and length of each line. (KCC16.24.010) 6. The Text "Lot 4" next to Lot "4" is misleading, particularly if subsequent surveys reference Lot 4 or this Plat. It is suggested to replace "Lot 4" with "Lot 4 - Suncadia Phase 1" Page 1 of 1 411 North Ruby Street, Suite 1 TEL (509) 962-7523 Ellensburg, WA 98926 FAX (509) 962-7663