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HomeMy WebLinkAboutPermit PL17-0029 - ZAYO - ALLENTOWN 2 FIBER SEPA / CHECKLISTZAYO ALLENTOWN FIBER 0179001965 Associated Files: PL17-0029, L17-0086 This File: E 17-0006 SEPA/CHECKLIST From: Stacey Smith <stacey@mgctechnical.com> Sent: Thursday, July 20, 2017 3:00 PM To: Minnie Dhaliwal Cc: Jason Accuardi Subject: Please hold SEPA for Zayo Allentown Hi Minnie, We request holding the SEPA until we receive the Hold Harmless form for the Shoreline permit. Thank you, STACEY SMITH, MPA, PERMIT MANAGER MGC TECHNICAL CONSULTING, INC. 6244 185TH AVE NE, SUITE 250, REDMOND, WA 98052 STACEY@MGCTECHNICAL.COM - DIRECT.206.61 8.0297 Date: City of Tukwila Endangered Species Act Screening Checklist Applicant Name:JASON ACCUARDI Street Address: 22651 83RD AVE S City, State, Zip: KENT, WA 98032 Telephone: 206.596.7988 DIRECTIONS: This Screening Checklist has been designed to evaluate the potential for your project to result in adverse effects to salmonids - Chinook, Coho, Cutthroat trout or char - as defined by Section 9 of the Endangered Species Act (ESA). If potential effects are identified, the project may need further evaluation. Please review and answer each question carefully. Consider all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. To answer these questions, you may need to refer to site plans, grading and drainage plans, critical areas studies, or other documents you have prepared for your project. The City will evaluate your responses to determine if additional action is indicated. REC VED JUN 202017 Community Development W:\APPLICATIONS - Land Use Apps & Handouts\ CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc If ESA listed species are present or ever were present in the watershed where your project will be located, your project has the potential to affect them, and you need to comply with the ESA. The questions in this section will help determine if the ESA listings will impact your project. For more inforrnation on potential salmonid presence in your project area contact the Washington Department of Fish and Wildlife Habitat Biologist for your region, Washington Department of Fish and Wildlife or use the SalmonScape tool. WDFW SalmonScape. 1. Are ESA listed salmonids currently present in the watershed within which your project will be located? YesYesE No❑ Please describe. THERE ARE STEELHEAD, PINK SALMON, CHINOOK SALMON, CHUM SALMON, SOCKEYE, BULL TROUT, AND COHO IN THE DUWAMISH RIVER. 2. Has there ever been an ESA listed salmonid stock present in this watershed? Yes❑Non Uncertain® Please describe. The above fish pass through the Duwamish to spawning grounds. If you answered "yes" to either of the above questions you should complete the remainder of this checklist. W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc Cit `Tukwila ESA Screening Checklist Part A - PROJECT SPECIFICS: Project and Vicinity 1. Name of watershed: DUWAMISH - GREEN - WRIA 9 2. Name of nearest water body: DUWAMISH RIVER 3. What is the distance from this project to the nearest body of water? WITHIN 200 FT 4. What is the current land use between the project and the potentially affected water body (parking lots, farmland, etc)? RIVERBANK, OPEN SPACE, S 115TH ST AND 42ND AVE S 5. Is the project above a: • Natural permanent barrier (waterfall) YesQ Noj • Natural temporary barrier (beaver pond) Yesn No❑✓ • Man-made barrier (culvert, dam) YesQ NoQ • Other (explain): THE PROJECT IS LOCATED NEXT TO THE DUWAMISH RIVER 6. If answered Yes in #5, are there any resident salm.onid populations above the blockage? Yesfl No0_ Don't known Not applicable answered no to question 5. \\citystore\City Common\Teri - DCD\Kirby\SEPA to fix\SEPA Environmental Review Application FINAL 5-9-16.docx W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc Ci' fTukwila ESA Screening Checklist Part B - Project Specifics: Grading and Land Alteration 1. Does the project involve grading or land alteration of any kind? Yes n No n If your project DOES NOT involve grading please skip to Part C. i ' 2. Will the project involve the modification of a watercourse bank between Ordinary High Water (OHW) and the top of the bank? If yes, which water course? This includes any �rading on any slope leading to a river or stream, but does not require work below OHW. Yes No ki 3. Will the project involve the modification of a watercourse bank or bottom below OHW? If yes, please explain. Yes No FA 4. ,Could the construction, operation, or maintenance of equipment for the project result in sediment transport off site or increased rates of erosion and/or sedimentation in watercourses? If no, please explain. Most projects involving grading have the potential to result in increased erosion and/or sedimentation as a result of land disturbance. Yes No 5. If the project involves grading, have you prepared a Temporary Erosion and Sedimentation Control � JPlan? Yes [1 No If no}—arree you exempt under TMC 16.54.90? Yes I I No_ n 6. Will the project result in new impervious services? Include all hard surface are such as rooftops, asphalt or concrete pavL4. , compacted surfaces, etc. Yes fNoI 1 I 7. What percent of the project will be impervious surface (including pavement & roof area)? project is going under existing impervious surface 100% W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-I6.doc C f Tukwila ESA Screening Checklist Part C — Project Specifics: Water Quality 1. Will the project generate stormwater from the creation of impervious surfaces that will not be infiltrated on site? Please explain. For the purpose of this analysis, infiltration includes the use of a stormwater treatment and management system intended to contain all stormwater on site by allowing it to seep into the ground. YesJT No_ 2. Will the project result in the processing or handling, storage, or treatment of hazardous substances? This does not include fuel properly stored in a vehicle fuel tank, but does include fuel or other chemicals stored on -site during construction. Yes El No FI 3. Will the project require long-term or re -occurring :maintenance requiring the use of fertilizers, pesticides, or other chemicals? This may include landscape maintenance, bridge or parking lot cleaning, ice removal/melt, repeated chemical vegetation clearing, etc. Yes El No 4. Will turbidity be increased during construction or operation of the project? Please explain any measures to be taken to ensure turbidity is not increased. Construction near the water or below OHW often will increase turbidity, both on -site and downstream. Yes No 5. Will the project either reduce or increase shade along or over a water body? Removal of trees/vegetation or the building of over -water structures (docks or floats) will often result in a change to shade. Yes No 6. Will the project require debris removal from below OHW of a water course? Debris includes, but is not limited to, fallen trees, logs, shrubs, rocks, piles, riprap, submerged metal, broken concrete, pipes, or other construction material. Yes ❑ No FI W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc Cit 'Tukwila ESA Screening Checklist Part D — Project Specifics: Flow Alterations and Fish Migration 1. Will the project involve the direct alteration of the channel or bed of a water course? This includes both tempora and ermanent modifications. If yes, please explain. Yes ILNo l ! 2. Will the project involve any physical alteration to a wetland which is connected to a water course? Few wetlands are isolated, most contain either surface or subsurface connection to a flowing water course. Yes No FA 3. Will water be rerouted, either temporarily or permanently as a result of the project? If yes, please explain. Yes n No 0 4. Will a culvert be installed or removed as part of this project? Yes n No F 5. Will the project require withdrawal of surface water? If yes, please include amount and name or water body. Yes n No 0 6. Will the project result in the withdrawal, injection, or interception or groundwater? Examples ofprojects that might affect groundwater include, but are not limited to, construction of a new well, changes in withdrawal from an existing well, projects involving prolonged dewatering, installation c f French drains, wales, or sewer lines. Projects that require a geotechnical report ursuant to TMC 18.45.060 should answer Yes. Yes �No E✓ 7. Will topography changes on the site affect the duration/direction of surface runoff flows? If yes, please describe chan es. Yes n No 171 8. Will the project include bank stabilization? If yes, explain. Bank stabilization includes, but is not limited to, riprap, rock logs, soil, vegetated revetments concrete structures, or similar. Yes n No Fi 9. Will there be retention or detention ponds? If yes, will this be an infiltration pond or a surface discharge to either a municipal storm water system or a surface water body? Yes n No n 10. Will the project involve any reduction of the floodplain or floodway by filling or other partial blockage of flows? If yes, how will the loss of flood storage be mitigated by your project? Yes n No n 11. Will project include the construction of a new wetland or waterway that is connected by surface flow to an existing waterway that contains salmonids? Yes n Non W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc Ci (Tukwila ESA Screening Checklist Part E — Project Specifics: Vegetation l . Will the project involve the removal of any vegetation? If yes, please describe existing conditions and the amount and pe of vegetation to be removed. Yes No 2. Will the project involve the removal of any vegetation within 200 feet of OHW of a water course? If yes, please describe type, size, method, and amount of vegetation to be removed. A tree is defined by TMC 18.06.845 as any self-supporting woody plant, generally characterized by one main trunk, with a potential diameter o 2inches or more at breast height and a minimum height of 10 feet. Yes? No ICJ Only vegetation to disturbed is grass for approximately total of 32 feet and to be returned to pre -construction condition. 3. If vegetation is to be removed, do you plan to mitigate by replanting? Please explain. Yes � ✓ I No Re -seed grass. W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-1 6.doc SEPA Checklist STATE ENVIRONMENTAL POLICY ACT CHECKLIST Please respond to all questions. Use separate sheets as necessary. Department of Ecology provides a guidance on filling the SEPA checklist at Department of Ecology Applicant Responses: A. BACKGROUND 1. Name of proposed project, if applicable: ZAYO - 10092529 - ALLENTOWN 2 2. Name of Applicant: JASON ACCUARDI 3. Date checklist prepared: 2/28/2017 4. Agency requesting checklist: City of Tukwila 5. Proposed timing or schedule (including phasing, if applicable): 90 DAYS; TIMES TBD BY APPROVED PERMIT 6. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. NOT AT THIS TIME List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. IT IS UNKNOWN IF ANY OTHER ENVIRONMENTAL INFO HAS BEEN PREPARED 8. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. WE ARE UNSURE OF ANY ADDITIONAL APPLICATIONS ARE PENDING GOVERNMENT APPROVAL FOR PROSPOSED PROPERTY. Agency Comments \\citystore\City Common\Teri - DCD\Kirby\SEPA to fix\SEPA Environmental Review Application FINAL 5-9-16.docx W:WPPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 9. List any government approvals or permits that will be needed for your proposal. CITY OF TUKWILA - SHORELINE PERMIT 10. 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. FROM AN EXISTING ZAYO VAULT AND SPLICE CASE ON THE EAST SIDE OF EAST MARGINAL WAY S. INSTALL (1) 144F CABLE USING AERIAL AND UNDERGROUND CONSTRUCTION SOUTH ON EAST MARGINAL WAY S, EAST ON S 115TH ST, SOUTI-t ON 42ND AVE S, EAST ON S 122ND ST AND SOUTH TO 51ST PL S TO AN EXISTING AT&T MEET -ME VAULT ON THE EAST SIDE OF THE ROAD. THEN USE EXISTING VAULTS, CONDUIT AND PULL-BOX'S TO THE PROPOSED ZAYO EQUIPMENT LOCATION AT 12234 51ST PL S. SET VAULTS ALONG THE WAY AND PULL (1) 144F CABLE THROUGHOUT. 11. 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, the tax lot number, and section, township, and range. 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. 12234 51ST PL S., TUKWILA, WA. 98178; SECTION 10, TOWNSHIP 23N, RANGE 4E; SEE SITE PLANS 12. Does the proposal lie within an area designated on the City's Comprehensive Land Use policy Plan Map as environmentally sensitive? NO THE PROPOSAL IS NOT IN SENSTIVE AREA W:WPPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other: FLAT, HILLY, SLOPES b. What is the steepest slope on the site (approximate percent slope)? THE STEEPEST SLOPE IS ABOUT 20% WITHIN THE AREA. 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 prime farmland and whether the proposal results in removing any of these soils. THERE ARE NO SOIL TYPES LISTED FOR THIS SITE AREA - https://websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. SLOPE MAY CONTRIBUTE TO POSSIBLE LANDSLIDE, OTHERWISE NONE. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. AFTER TRENCHING, WILL REUSE THE NATIVE SOIL THAT WAS REMOVED DURING CONSTRUCTION. W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc Please respond to all questions. Use separate sheets as necessary. Applicant Responses: f. Could erosion occur as a result of clearing, construction, or use? / ,� If so, generally describe. EROSION SHOULD NOT OCCUR, BUT VVE WILL USE THE MOST CURRENT STANDARD TO PREVENT THIS FROM TAKING PLACE. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? THE SITE ALREADY HAS A PRE-EXISTING IMPERVIOUS SURFACE h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: THERE ARE NO PROPOSED MEASURES IN PLACE. 2. Air a. What types of emissions to the air would result from the proposal (for example, dust, automobile odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. THERE WILL BE TYPICAL EMISSION FROM WORK VEHICLES. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. NO OFF -SITE SOURCES OF EMISSION WILL AFFECT OUR PROPOSAL. SEPA Checklist Agency Comments W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments c. Proposed measures to reduce or control emissions or other impacts to air, if any: WE WILL USE MOST RECENT, AND BEST MEASURES TO CONTROL AND PREVENT EMISSIONS FROM IMPACTING AIR. 3. Water a. Surface: 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. THE DUWAMISH RIVER IS WITHIN 200FT OF THE PROPOSED SITE LOCATION. 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. YES, PLEASE SEE ATTACHED SITE PLANS. 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. WE WILL BE TRENCHING AND FILLING THE SURFACE WITH THE SAME FILL AS REMOVED. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. NO SURFACE WATER WITHDRAWLS OR DIVERSIONS WILL BE REQUIRED. W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 5. Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. YES, PLEASE SEE ATTACHED SITE PLANS. 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 DISCHARGED WASTE MATERIAL IS PROPOSED. b. Ground: 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, NO GROUND WATER WILL BE WITHDRAWN. 2. Describe waste materials 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: NO, THERE WILL BE NO WASTE MATERIALS DISCHARGED. SEPA Checklist Agency Comments W:W.PPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc Please respond to all questions. Use separate sheets as necessary. Applicant Responses: c. Water Runoff (including storm water): 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? Will this water flow into other waters? If so, describe. ONLY RUNOFF THAT WILL OCCUR IS RAIN; SOCKS WILL BE USED AND STRAW BALES. 2. Could waste materials enter ground or surface waters? If so, generally describe. NO, THERE WILL BE NO WASTE MATERIAL 3. Does the proposal alter or otherwise affect drainage patterns in the vicinity of the site? If so, describe. NO, THE PROPOSAL DOESN'T AFFECT OR ALTER THE DRAINAGE PATTERNS. d. Proposed measures to reduce or control surface, ground, and runoff water, and drainage pattern impacts if any: THERE ARE NO MEASURES PUT INTO PLACE SINCE OUR WORK WILL NOT HAVE AN IMPACT. SEPA Checklist Agency Comments W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 4. Plants a. Check or circle types of vegetation found on the site: X Deciduous tree: alder, maple, aspen, other _ x Evergreen tree: fir, cedar, pine, other _ _ X Shrubs _ X Grass Pasture Crop or grain Wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other Water plants: water lily, eelgrass, milfoil, other Other types of vegetation b. What kind and amount of vegetation will be removed or altered? NO VEGETATION WILL BE REMOVED OR ALTERED c. List threatened or endangered species known to be on or near the site. STEELHEAD, FALL CHINOOK, CHUM, BULL TROUT, RESIDENT COASTAL CUTTHROAT, DOLLY VARDEN/BULL TROUT, COHO, SUMMER STEELHEAD, SOCKEYE, WINTER STEELHEAD, STEELHEAD, AND PINK SALMON d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: NO PROPOSED LANDSCAPING OR MEASURES IN PLACE FOR THIS SITE. e. List all noxious weeds and invasive species known to be on or near the site. THERE ARE TANSY RAGWORT NOTED NEAR ROUTE. W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 5. Animals a. List any birds or animals which have been observed on or near the site or are known to be on or near the site: Birds: Hawk, heron, eagle, songbirds, other: Mammals: Deer, bear, elk, beaver, other: Fish: Bass, salmon, trout, herring, shellfish, other: Other: b. List any threatened or endangered species known to be on or near the site. STEELHEAD, FALL CHINOOK, CHUM, BULL TROUT, RESIDENT COASTAL CUTTHROAT, DOLLY VARDEN/BULL TROUT, COHO, SUMMER STEELHEAD, SOCKEYE, WINTER STEELHEAD, STEELHEAD, AND PINK SALMON c. Is the site part of a migration route? If so, explain. YES, THE DUWAMISH RIVER IS MAIN CHANNEL TO SMALLER STREAM UPRIVER WHERE SALMON SPAWN. d. Proposed measures to preserve or enhance wildlife, if any: WE WILL USE MOST RECENT, AND BEST MEASURES TO PRESERVE WILDLIFE. e. List any invasive animal species known to be on or near the site: THERE ARE NO KNOWN INVASIVE SPECIES NEAR OUR SITE. 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. NO ENERGY WILL BE NEEDED TO COMPLETE WORK. Agency Comments W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc Please respond to all questions. Use separate sheets as necessary. Applicant Responses: b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. NO THIS PROJECT WOULD NOT AFFECT POTENTIAL USE OF SOLAR ENERGY. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: THERE ARE NO MEASURES PUT IN PLACE, SINCE WE WILL NOT REQUIRE ANY ENERGY. 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. THERE ARE NO ENVIRONMENTAL HEALTH HAZARDS. 1. Describe any known or possible contamination at the site from present or past uses. THE DUWAMISH RIVER IS ON THE 303 D LIST. SEPA Checklist Agency Comments 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. NO EXISTING HAZARDOUS CHEMICALS/CONDITIONS WILL AFFECT OUR PROJECT. 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. NO TOXIC OR HAZARDOUS CHEMICALS WILL BE USED OR STORED ON SITE. W:WPPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 4. Describe special emergency services that might be required. NO SPECIAL EMERGENCY SERVICES WILL BE REQUIRED. Proposed measures to reduce or control environmental health hazards, if any: NO ENVIRONMENTAL HEALTH HAZARDS WILL OCCUR. b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? TRAFFIC NOISE WILL NOT AFFECT THE PROJECT. 2. What types and levels of noise would be created by or associated with the project on a short-term or long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. MACHINERY WILL BE USED DURING APPROVED WORK HOURS FOR CONSTRUCTION. 3. Proposed measures to reduce or control noise impacts, if any: WORK WILL ONLY TAKE PLACE DURING ALLOWED WORK HOURS. W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 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. CURRENT SITE AND ADJACENT PROPERTY IS A ROAD. THE PROPOSED WORK SHOULD NOT AFFECT OR WILL BE MINIMAL AFFECT TO TRAFFIC DURING CONSTRUCTION. b. Has the project sire 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? 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? THE SITE IS NOT BEING USED AS FARMLAND OR A WORKING FOREST. THERE WILL BE NO LONG-TERM COMMERCIAL SIGNIFICANCE. 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 THE PROPOSED WORK WILL NOT HAVE AN AFFECT, SINCE ITS IN AN URBAN AREA. c. Describe any structures on the site. THE ONLY STRUCTURE IS A ROADWAY. d. Will any structures be demolished? If so, what? NO STRUCTURES WILL BE DEMOLISHED. SEPA Checklist Agency Comments W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SE:PA Environmental Review Application FINAL 5-9-1 6.doc Please respond to all questions. Use separate sheets as necessary. Applicant Responses: e. What is the current zoning classification of the site? THE CURRENT ZONING CLASSIFICATION OF THIS SITE IS LOW DENSITY RESIDENTIAL. f. What is the current comprehensive plan designation of the site? THE CURRENT COMPREHENSIVE PLAN DESIGNATION IS LOW DENSITY RESIDENTIAL. 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 an "environmentally sensitive" area? If so, specify. NO IT HAS NOT BEEN CLASSIFIES AS ENVIRONMENTALLY SENSITIVE. i. Approximately how many people would reside or work in the completed project? NO PEOPLE ARE RESIDING OR WORKING IN THIS AREA. SEPA Checklist Agency Comments W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Approximately how many people would the completed project displace? NO PEOPLE WILL BE DISPLACED WITH PROJECT. k. Proposed measures to avoid or reduce displacement impacts, if any: NO MEASURES ARE IN PLACE SINCE NO PEOPLE WILL BE DISPLACED. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: NO MEASURES ARE PUT IN PLACE. m. Proposed measures to ensure the proposal is compatible with nearby agricultural and forest lands of lon-termcommercial significance, if any: NO MEASURES ARE PUT IN PLACE. SEPA Checklist Agency Comments W:WPPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing? NO HOUSING WILL TAKE PLACE, SO NO UNITS WILL BE PROVIDED. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. NO UNITS WILL BE ELIMINATED. c. Proposed measures to reduce or control housing impacts, if any: THERE WILL BE NO HOUSING IMPACTS TAKING PLACE, SO MEASURES ARE NOT IN PLACE. 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? THERE IS A NEW FIBER CABLE BEING PROPOSED THAT WILL ATTACH TO EXISTING UTILITY POLES, AND WILL BE INSTALLED UNDERGROUND. b. What views in the immediate vicinity would be altered or obstructed? VIEWS OF THE DUWAMISH RIVER MAY BE ALTERED TEMPORARILY DURING CONSTRUCTION. W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc SEPA Checklist c. Proposed measures to reduce or control aesthetic impacts, if any: THERE ARE NO MEASURES PUT INTO PLACE TO REDUCE AESTHETIC IMPACTS. 11. Liffht and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? CONSTRUCTION DAY WORK WILL TAKE PLACE, NO LIGHT GLARE WOULD COME FROM PROJECT DURING THE DAY. Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments b. Could light or glare from the finished project be a safety hazard or interfere with views? NO THERE WILL BE NO INTERFERENCE WITH THE VIEWS. c. What existing off -site sources of light or glare may affect your proposal? NO, THERE WILL BE NO LIGHT GLARE AFFECTING OUR PROPOSAL. d. Proposed measures to reduce or control light and glare impacts, if any: NO MEASURES ARE IN PLACE TO REDCUCE/CONTROL LIGHT IMPACTS. W:WPPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16. doc SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 12. Recreation a. What designed and informal recreational opportunities are in the immediate vicinity? THERE IS WALKING, BIKING, A PARK, AND A PLAYGOUND. b. Would the proposed project displace any existing recreational uses? If so, describe. NO, THE PROPOSED PROJECT WOULD NOT DISPLACE ANY RECREATIONAL USE. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: THERE ARE NO PROPOSED MEASURES. 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. NO THERE ARE NO BUILDINGS, STRUCTURES, OR SITES THAT ELIGIBLE FOR PRESERVATION. W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc SEPA Checklist 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. THERE IS NO EVIDENCE OF INDIAN OR. HISTORIC USE OR OCCUPATION. 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. USED THE MAP LOCATED ON WIDAARD'S WEBSITE - https://fortress.wa.gov/dahp/wisaardp3/# Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 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. THERE ARE NO MEASURES IN PLACE SINCE WE WILL ONLY BE DOING MINOR WORK. 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. S 115TH ST, EAST MARGINAL WAY S, 42ND AVE S, S 122ND ST, AND 51ST PL S. PLEASE SEE SITE PLANS FOR DETAILS. W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments b. ,Is the site or affected geographic area currently served by public transit? If not, what is the approximate distance to the nearest transit stop? NO, THERE ISN'T A PUBLIC TRANSIT ROUTE IN THE PROPOSED SITE AREA. c. How many parking spaces would the completed project or non -project proposal have? How many would the project eliminate? NO STALLS WOULD ADDED OR ELIMINATED. d. Will the proposal require any new or improvements to existing roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). SINCE THERE WILL BE TRENCHING, RESTORATION WILL OCCUR. e. Will the project or proposal use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. NO THE PROPOSED PROJECT DOESN'T TAKE PLACE IN A WATER, RAIL, OR AIR TRANSPORTATION AREA. f. How many vehicular trips per day would be generated by the completed project? 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? NO ADDITIONAL VEHICULAR TRIPS WILL OCCUR. W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc SEPA Checklist g. 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. IT MAY SLOW MOVEMENT OF PRODUCTS TEMPORARILY, BUT WON'T PREVENT FROM OCCURING. h. Proposed measures to reduce or control transportation impacts, if any: THERE ARE NO PROPOSED MEASURES IN PLACE. 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. NO, THE PROJECT WILL NOT NEED INCREASED PUBLIC SERVICES. b. Proposed measures to reduce or control direct impacts on public services, if any. THERE ARE NO PROPOSED MESURES IN PLACE. 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system other: FIBER OPTIC 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. TELECOMMUNICATION CABLES W:\APPLICATIONS - Land Use Apps & Handouts \CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16. doc SEPA Checklist (NON -PROJECT PROPOSALS (E.G., SUBURBAN PLANS AND ZONING CODE TEXT CHANGES) MUST COMPLETE THE FOLLOWING PAGES). C. SUPPLEMENTAL SHEET FOR NON -PROJECT PROPOSALS (do not 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 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. Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 1. How would the proposals be likely to increase discharge to water; emissions to air, production, storage, or release of toxic or hazardous substances; or production of noise? NA Proposed measures to avoid or reduce such increases are: NA 2. How would the proposal be likely to affect plants, animals, fish, or marine life? NA Proposed measures to protect or conserve plants, animals, fish, or marine life are: NA W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-1 6.doc SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 3. How would the proposal be likely to deplete energy or natural resources? NA Proposed measures to protect or conserve energy and natural resources are: NA 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 habitats, historic or cultural sites, wetlands, floodplains, or prime farmlands? NA Proposed measures to protect such resources or to avoid or reduce impacts are: NA 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? NA Agency Comments W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Ste 100 Tukwila, WA 98188 Telephone: (206) 431-3670 a -0084 SDP SEPA ENVIRONMENTAL REVIEW APPLICATION FOR STAFF USE ONLY Permits Plus TYPE: P-SEPA Planner: File Number: — Application Complete Date: Project File Number: -- - Ci2q Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: ZAYO. 10092529 - ALLENTOWN 2 BRIEF DESCRIPTION OF SCOPE OF WORK: INSTALL FIBER BY AERIAL AND UNDERGROUND This application requires public notice. Please see section 7 of the application checklist. LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 12234 51ST PL S., TUKWILA, WA. 98178 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). TUKWILA ROW DEVELOPMENT COORDINATOR/ PROJECT CONTACT: The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. • PLEASE PRINT CLEARLY Name: JASON ACCUARDI Address: 22651 83RD AVE S RECEIVED JUN 20 2011 Community Development C1TY, ST, ZIP KENT, WA 98032 E-mail: JASON.ACCUARDI@ZAYO.COM Signatu phone: (206) 596-7988 Date: CO NO tkityiWre'Cuy C • .Teri DCD\KirbyASEPA to f ASEPA Environmental Review Application FINAL 5.-16 locx COMPL IT APPLICATION CH�IKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning APPLICATION MATERIALS: 1. Application Checklist (1 copy) indicating items submitted with application. 2. Completed ESA Screening Checklist, SEPA Environmental Checklist and drawings (5 copies). ✓ 3. One set of all plans reduced to 8 1/2" x 11" or 11" x 17". 4. Application Fee: See Land Use Fee Schedule. 5. Underlying permit application that triggers SEPA review. PUBLIC NOTICE MATERIALS: 6. Payment of notice board fee (see Land Use Fee Schedule) to FastSigns OR provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). ✓ 7. Pay the fee as established by the Land Use Fee Schedule for generating mailing labels; OR provide an excel spreadsheet of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. Each unit in multiple family buildings e.g. apartments, condos, trailer parks --must be included. Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing label spreadsheet in the following format: Name, Street Address, City St Zip, with each of these fields as an individual column: Name Street Address City, St, Zip Mr. Smith 1234 Park Ave S Tukwila WA 98188 PLEASE NOTE: Regardless of whether youpay the City to generate the mailing labels or you provide them, there is an additional fee for postage and material as listed under Public Notice Mailing Fee on the Land Use Fee Schedule. Payment of this fee is due prior to issuance of the decision and you will receive a separate bill for this fee. 8. If providing own labels, include King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. \\citystore\City Common\Teri - DCD\Kirby\SEPA to fix\SEPA Environmental Review Application FINAL 5-9-16.docx Check items submitted with application Information Requ. . May be waived in unusual cases, upon �roval of both Public Works and Planning PROJECT DESCRIPTION AND ANALYSIS: ✓ 9. Vicinity Map with site location. 10. Provide four (4) copies of any sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See the Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines for additional information. 11. Any drawings needed to describe the proposal other than those submitted with the underlying permit. Maximum size 24" x 36". \\citystore\City Common\Teri - DCD\Kirby\SEPA to fix\SEPA Environmental Review Application FINAL 5-9-16.docx ADDRESS: 12234 51ST PL S., TUKWILA, WA. 98178 PROJECT NAME:10092529 - ALLENTOWN 2 - SHORELINE PERMIT SITE LOCATION E14,--ONA 0 Know what's below. Call before you dig. 500' 1000' SCALE: 1"=1000' CONTACTS ZAYO CONTACT: SCOTT MORRISON 22651 83RD AVE S KENT, WA 98032 C. 206.596.7988 S COTT.MORRI SON @ZAYO.COM BRYSON BAILY MGC TECHNICAL CONSULTING, INC. 8521 154TH AVE NE REDMOND, WA 98052 C.206.799.3001 BRYSON@MGCTECHNICAL. COM SHEET INDEX 1. COVER SHEET / SITE LOCATION 2. LEGEND 3. GENERAL NOTES 4-10. PLAN VIEW A - G 11. AERIAL TYPICALS 12. UNDERGROUND TYPICALS SCOPE OF WORK: FROM AN EXISTING ZAYO VAULT AND SPLICE CASE ON THE EAST SIDE OF EAST MARGINAL WAY S. INSTALL (1) 144F CABLE USING AERIAL AND UNDERGROUND CONSTRUCTION SOUTH ON EAST MARGINAL WAY S, EAST ON S 115TH ST, SOUTH ON 42ND AVE S, EAST ON S 122ND ST AND SOUTH TO 51ST PL S TO AN EXISTING AT&T MEET -ME VAULT ON THE EAST SIDE OF THE ROAD. THEN USE EXISTING VAULTS, CONDUIT AND PULL-BOX'S TO THE PROPOSED ZAYO EQUIPMENT LOCATION AT 12234 51ST PL S. SET VAULTS ALONG THE WAY AND PULL (1) 144F CABLE THROUGHOUT. RECEIVED JUN 20 2017 Community Development 3 AS —BUILT 2 REVISION # 1 12/27/16 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO- 10092529-ALLENTOWN 2- SHORELINE PERMIT — PLANS.dwg CONFIDENTIAUPROPRIETARY SHEET: 1 OF 12 LINETYPES F/0 G T X E SEW SD TV STM OIL UNK F/0 R/W EOP ABBREVIATIONS X AERIAL FIBER - EXISTING AERIAL FIBER - ATTACH AERIAL FIBER - OVERLASH STRAND - EXISTING STRAND - PROPOSED CONDUIT - EXISTING CONDUIT - PROPOSED INNERDUCT - EXISTING INNERDUCT - PROPOSED GAS WATER TELEPHONE FIBER OPTIC ELECTRIC SANITARY SEWER (SEW) STORM DRAIN CABLE TV STEAM OIL UNKNOWN UTILITY FENCE RIGHT OF WAY EDGE OF PAVEMENT ASW BIP BSP CSW ELECT. EOP EOTW FOC F/0 HDPE HH JB MH MP 0/S PR PVC RGS ROW SEW SD STA. STM TEL ASPHALT SIDEWALK BLACK IRON PIPE BLACK STEEL PIPE CONCRETE SIDEWALK ELECTRIC EDGE OF PAVEMENT EDGE OF TRAVEL WAY FACE OF CURB FIBER OPTIC HIGH DENSITY POLYETHYLENE HANDHOLE JUNCTION BOX MANHOLE MILE POST OFFSET POWER RISER POLY VINYL CHLORIDE RIGID GALVANIZED STEEL CONDUIT RIGHT OF WAY SANITARY SEWER STORM DRAIN STATION STEAM TELECOM LEGEND SYMBOLS RISER - EXISTING RISER - PROPOSED CATCH BASIN/INLET (RECTANGULAR) CATCH BASIN/INLET (ROUND) FIRE HYDRANT WATER/GAS VALVE LIGHT POST STREET LIGHT TRAFFIC LIGHT ARM 0 TREE j— < CULVERT r WING WALL /E\ 0 BRIDGE STREET SIGN ADA RAMP UTILITY POLE - EXISTING UTILITY POLE - PROPOSED TRAFFIC RATED VAULT - EXISTING (SIZE AND UTILITY TYPE MAY VARY) TRAFFIC RATED VAULT - PROPOSED (SIZE MAY VARY) HANDHOLE - EXISTING (SIZE AND UTILITY TYPE MAY VARY) HANDHOLE - PROPOSED (SIZE MAY VARY) PEDESTAL - EXISTING (SIZE AND UTILITY TYPE MAY VARY) PEDESTAL - PROPOSED (SIZE MAY VARY) WET UTILITY MANHOLE - EXISTING (SIZE AND UTILITY TYPE MAY VARY) BORE PIT - PROPOSED (SIZE MAY VARY) (� UTILITY POTHOLE O FDP II] TRANSMISSION/DISTRIBUTION POLE TRANSMISSION POLE DISTRIBUTION POLE GROUND/BOND AERIAL STORAGE - EXISTING AERIAL STORAGE - PROPOSED VAULT/BUILDING STORAGE - EXISTING VAULT/BUILDING STORAGE - PROPOSED POLE ANCHOR/DOWN GUY - EXISTING POLE ANCHOR/DOWN GUY - PROPOSED DOWN GUY TO EXISTING ANCHOR - PROPOSED SPLICE POINT - EXISTING SPLICE POINT - PROPOSED TERMINATION - EXISTING TERMINATION - PROPOSED PULLBOX - EXISTING PB PULLBOX - PROPOSED CONSTRUCTION NOTE / RESTORATION CALLOUT PHOTO -MARKER NORTH ARROW "Et4---CLao INFORMATION TABLES POLE NUMBER # EXISTING UTILITY 0'-0" PROPOSED ATTACH 0'-0" #F IN: OUT: #F IN: TAIL: #F TAIL: OUT: HATCH PATTERNS UTILITY POLE INFORMATION TABLE (NUMBER OF ATTACHMENTS MAY VARY) SEQUENTIAL IN/OUT CALLOUT SEQUENTIAL IN/TAIL CALLOUT SEQUENTIAL TAIL/OUT CALLOUT A n E 4 E E E E E * E E < <. 4 E f F Know what's below. Call before you dig. CONCRETE SIDEWALK GRASS/VEGETATION GRAVEL WATER RECEIVED JUN 202017 Community Development 3 AS —BUILT 2 REVISION # 1 12/27/16 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT MG ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529 - ALLENTOWN 2- SHORELINE PERMIT — PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 2 OF 12 GENERAL NOTES The locations of utilities shown on these drawing are only approximate. MGC TECHNICAL CONSULTING, INC. is not responsible for the exact location of utilities. Persons working in the area covered by this drawing must contact the statewide Call -Before -You -Dig System (811) to ascertain the location of underground utilities prior to performing any excavation. GENERAL 1. At least one week before beginning construction, contact Public Works Utilities Inspector and schedule a preconstruction meeting. 2. Notify the Utilities Inspector at 206-433-0179 at least 48 hours (2 working days) before starting project site work. 3. Request a Public Works utility inspection at least 24 hours (1 working day) in advance by calling 206-433-0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available at the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre -approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved by the Public Works Director. 8. Contractor shall maintain a current set of record drawings on -site. 9. Contractor shall provide record drawings prior to project final approval. 10. Contractor shall provide traffic control and street maintenance plan for Public Works approval before implementation. 11. All surveying for public facilities shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. For projects within a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929. Horizontal datum shall be State Plane Coordinates. 12. The Contractor shall replace, or relocate all signs damaged or removed due to construction. PAVEMENT RESTORATION 1. Compact backfill to compaction of undisturbed ground or compact backfill to meet City standards. 2. Restore pavement to its original condition immediately following backfilling or when concrete is cured. a. Except for winter or other weather conditions which prevent paving, complete paving, resurfacing, or facility replacement : • On principal arterial, major or collector street within 3 calendar days. • On other streets within 7 calendar days b. For work prevented due to weather: • Provide a temporary patch. • Provide a construction schedule addressing means and methods to minimize traffic disruption and to complete work as quickly as possible. AERIAL NOTES 1. ALL CONSTRUCTION IS TO BE PREFORMED TO INDUSTRY ACCEPTABLE STANDARDS. 2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENTS TO BE DOCUMENTED AT THE TIME OF CONSTRUCTION. 3. 6.6M STRAND TO BE USED WITH STANDARD 5/8" POLE LINK HARDWARE UNLESS OTHERWISE SPECIFIED BOND STRAND TO POWER MAIN WHERE APPLICABLE. 4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE 5. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC ALONG WITH APPLICABLE LOCAL & REGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PRINTS IS TO BE VALIDATED WITH THE DESIGNER OR OWNER PRIOR TO CONSTRUCTION. 6. ALL PVC OR HDPE CONDUITS ARE TO BE PLUGGED WITH COMPRESSION STYLE PLUGS. ANY CONDUITS CONTAINING FIBER CABLE REQUIRE SIMPLEX COMPRESSION PLUGS SEALING THE CONDUIT AROUND THE CABLE. UTILITY NOTES 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches. All trench safety systems shall meet WISHA requirements. 2. Place power, cable, fiber optics, and telephone lines s in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins, and valves in public rights -of -way or easements after asphalt paving. WORK IN RIGHT-OF-WAY 1. When activity is unattended, install a sign with minimum two-inch letters stating Permittee or company name, and day and evening phone numbers. TMC 11.08.140 2. Install barricades, signs, warning lights, and safety devices sufficient to notify public of obstruction or traffic hazard. Devices must remain until the obstruction is cleared and the right-of-way is restored. TMC 11.08.170A 3. Maintain access to fire stations, fire hydrants, fire escapes, and fire fighting equipment. TMC 11.08.180 4. Maintain access to property adjoining excavation or site work. 5. Preserve and protect all property adjoining excavation or site work. 6. Restore disturbance to private and public property. TMC 11.08.220.D 7. Disturbance of survey monuments and markers requires the Director's preapproval. A licensed surveyor shall replace disturbed monuments and markers. 8. Comply with all state and city laws and procedures to protect public from air, water and noise pollution. TMC 11.08.210 9. Install temporary sidewalk or curb ramp if permanent is blocked. TMC 11.08.220 10. Cover open excavation with non-skid steel plates ramped to elevation of contiguous right of way surface. TMC 11.08.220 11. Store all stockpile material shall be stored in a safe manner to protect the public. EI-4--Ccdo RECEIVED JUN 20 2017 Community Development Know what's below. Call before you dig. 3 AS -BUILT 2 REVISION # 1 12/27/16 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUK\MLA, WA. 98178 DRAWING NAME: ZAYO - 10092529 - ALLENTOWN 2- SHORELINE PERMIT PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 3 OF 12 EAST MARGINAL WAY S PLAN VIEW A 200' OHWM LIMIT / --.....Ni 200, POLE NOMBER 012,i354994 NEUTRAI4 N/S 35'6" SECOND RY 35'6" OHG PWR NORTH 35'1" SECONDARY DRIP 33'8" SL 2 WEST 30'9" SL NORTH 30'2" SL DRIP NORTH 29'5" COMCAST / 29' 1 " SCL BRACKET I 26'9" ZAYO ATTACH / 28'6" 'MR - LOWER COM(1AST TO 28'1' I II II 0 OHWM Know what's below. Call before you dig. 50' 100' SCALE: 1 "=100' CONSTRUCTION NOTES O2 PROPOSED STRAND & LASH (1) 144F CABLE ALONG EXISTING UTILITY POLES. O4 PROPOSED (1) 4" RISER ON EXISTING UTILITY POLE. PULL (1) 144F CABLE THROUGH. RECEIVED JUN 20 2011 Cornmunity Development 3 AS —BUILT 2 REVISION # 1 NO. 12/27/16 DATE BB ENGINEER MK DRAFTER ORIGINAL COMMENT ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529 -ALLENTOIAN 2- SHORELINE PERMIT PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 4 OF 12 11222 E MARGINAL WAY S t� WW W W a 1, t PLAN VIEW B — —SEW /0 {/W R/W S 115THST - r F/0. SEW rr. , r r , r r' J ,I ' ,,2 f ("' DUWAMTSII/RiV'ER""r STA. 0+00 1' 2' 3' 4' 5' 6' 7' 8' 9' 10' 11' EXI STING GRADE STA. 1+00 STA. 2+00 —��_10111111•1111111•11•1111111110-- 200' CO G- G W SEW O V 2 r r' J ) % r' ' J r 1 r' r ,2 STA. 3+00 200' OHWM LIMIT 3800 S 115TH ST 45' SMIMMEM r STA. 4+00 X 0 —w — WEXWAILK 60' �-- EX.GAS�18Ef2 —SEW- SEW EXSE IER r J J ,i 7,J' HORIZ. SCALE: 1"=20'-0" VERT. SCALE: 1"=5'-0" CONSTRUCTION NOTES @ PROPOSED (1) 4" RISER ON EXISTING UTILITY POLE. PULL (1) 144F CABLE THROUGH. @ PROPOSED TRENCH (1) 4" CONDUIT. PULL (1) 144F CABLE THROUGH. REPAIR SURFACE PER LOCAL JURISDICTION STANDARDS. @ PROPOSED (1) 24" X36" X24" VAULT. CORE VAULT AND PLACE CONDUIT FROM TRENCH. COIL (1) 144F CABLE THROUGH. @ PROPOSED BORE (2) 1 1/<" CONDUITS. CONTRACTOR TO POTHOLE UTILITIES PRIOR TO BORE. PULL (1) 144F CABLE THROUGHOUT. @ PROPOSED 4'X6' BORE PIT. REPAIR SURFACE PER LOCAL JURISDICTION STANDARDS. 0 POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAIN MINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROM EXISTING UTILITIES. RECEIVED JUN 20 2017 Community Development Know what's below. Call before you dig. 0 10' 20' 30' 40' SCALE: 1 "=40' SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. SEE SHEET #— FOR SITE PHOTOGRAPHS. AS —BUILT 2 REVISION # 1 12/27/16 BB MK ORIGINAL NO DATE ENGINEER DRAFTER COMMENT ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC PROJECT NUMBER: 10092529 LOCATION: 12234 51 ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529 - ALLENTOWN 2- SHORELINE PERMIT PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 5 OF 12 POLE N MBER 033-1405918 NEUTRAL 31'B" SECONDA Y 31'O" SECONDA DRIP 30'10" SL 27'7" SL DRIP 27'7" SCL BRAG ET 23'1" ZAYO ATTA H 24'1" PDXE,NUMBER 'r,'/094.-i405892 -F,/0: 002 i,'i,'i;,,'-38'T.1! NEUTRAL WEST 35'6" NEUTRAL 35'4" SECONDARY 34'10" SECONDARY DRIP 34'2" SL 32'8" SL DRIP 32'3" COMCAST SOUTH 29'7" COMCAST E/W 23'10" Z ITTATTACH--r--'----..30' 1 " w w PLAN VIEW C O O 0 POLE NUMBER 034-1405913 NEUTRAL 28'2" SECONDARY 28'2" SECONDARY DRIP 28'2" COMCAST 18'11" ZAYO ATTACH 19'11" 148' SII5THST POLE NUMBER 035-1405917 NEUTRAL 31'9" SECONDARY 31'9" SL DRIP 27'7" SL 27'6" COMCAST 20'0" SPANGUY F/0 EAST 10'0" ZAYO ATTACH 21'O" DUWAMISH RIVER POLE NUMBER 036-1405904 NEUTRAL 32'6" COMCAST 22'3" STRAND F/0 21'4" ZAYO ATTACH 23'3" OHWM wrr 248' POLE NUMBER 0382:1405900 '%, 27'2% SECONDARY DRIP SECONDARY RACK 26'9" COMCAST 24'7" F/0 NORTH 24'2" F/0 EAST 21'10" ZAYO ATTACH 25'7" — j w Ell-aouo 0 Know what's below. Call before you dig. 50' 100' SCALE: 1 "=100' CONSTRUCTION NOTES O PROPOSED STRAND & LASH (1) 144F CABLE ALONG EXISTING UTILITY POLES. O4 PROPOSED (1) 4" RISER ON EXISTING UTILITY POLE. PULL (1) 144F CABLE THROUGH. RECEWED JUN 20 2017 Community Development AS —BUILT REVISION H 1 12/27/16 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT OROilP • MG_ ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529 - ALLENTOWN 2 -SHORELINE PERMIT PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 6 OF 12 CONSTRUCTION NOTES 1' 2' 3' 4' 5' 6' 7' 8' 9' 10' 11' HORIZ. SCALE: 1"=20'-0" VERT. SCALE: 1"=5'-0" 1.1412 4GTH VE'S• 2� 115TH 'ST MATCH TO SHEET 6 •J(.FJdER. ( % J ; r/ r i/ PLAN VIEW D 115T -1 S115171ST STA. 1+00 EXISTING G R E STA. 2+00 200' OHWM LIMIT 4016 S 115TH ST VER �� ; ( r I J J• r,. ,� / , 0AWM) r r / % % r( // r (,� (� ,r / / f J i" I 1 1111.11.111110. STA. 3+00 on oft ammommook STA. 4+00 L.i EX SEWER ,.�.:►i''. 1 (� % r .1 2 (. J rrr1 r.- ( ( (/ ( (' „.„1( i % 7 ,J /' ( i , r, ri J I STA. 5+00 i 2' 29 c PROPOSED (1) 4" RISER ON EXISTING UTILITY POLE. PULL (1) 144F CABLE THROUGH. PROPOSED TRENCH (1) 4" CONDUIT. PULL (1) 144F CABLE THROUGH. REPAIR SURFACE PER LOCAL JURISDICTION STANDARDS. PROPOSED (1) 24" X36" X24" VAULT. CORE VAULT AND PLACE CONDUIT FROM TRENCH. COIL (1) 144F CABLE THROUGH. PROPOSED BORE (2) 1 1/a" CONDUITS. CONTRACTOR TO POTHOLE UTILITIES PRIOR TO BORE. PULL (1) 144F CABLE THROUGHOUT. PROPOSED 4'X6' BORE PIT. REPAIR SURFACE PER LOCAL JURISDICTION STANDARDS. ;7 POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAIN MINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROM EXISTING UTILITIES. RECEIVED JUN 20 2011 Community Uevelopme (t Know what's below. CBII before you dig. 0 10' 20' 30' 40' SCALE: 1 "=40' SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. SEE SHEET iY- FOR SITE PHOTOGRAPHS. AS -BUILT 2 REVISION 1 1 12/27/18 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT MG_ ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529-ALLENTOWN 2 - SHORELINE PERMIT PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 7 OF 12 POLE NUMBER 01.21'354997 32'1" OHG PWR SW ,- DOWN GUY PWR 31'5" OHG F/0 SW 22'0" ZAYO ATTACH 2 ' 200' \\\` \\\\ \\ \\ .\' \ \\\`PWRMR- SHAPE +TFPETOf26'9' o -\C \\ POLE NUMBER 054-1354518 NEUTRAL 30'9" -SECONDARY 30'9" DOWN GU1 29'11" SECONDARY POWER RISER 27'9" SECONDARY DRIP 27'3" SL 26'6" SL DRIP 26'6" COMCAST 22'2" F/0 21'0" ZAYO ATTACH 23'2" *PWR MR - BOND ST LT TO REDUCE MIDSPAN SECONDARY POLE NUMBER 123-1354627 NEUTRAL 20'10" SECONDARY 20'10" SECONDARY POWER RISER 30'0" SECONDARY DRIP 29'8" SL '26'8" SL DRIP 26'6" COMCAST 25'9" Ff0- 24'9" ZAYO ATTACH 6'2" 200' OHWM LIMIT POLE UMBER 125-13545O6 NEUT 31' " SECON ARY 31'2" SECON RY DRIP 30'C" SL 27'31" 27'2" SL DRIP COMCAST 27'0 F/0 26'0" ZAYO ATTACH 26'6' 202' POLE NUMBER 101-1 i3 462 - NEUTj AL_-- ---- 317i.: SECQNDARY------ 31'8" DOWN GUY SW 31' 1 " SL DRIP 26'11" SL 26'7" COMCAST 22'10" F/0 21'6" ZAYO ATTACH 23'10" MATCH TO SHEET 7 PLAN VIEW E POLE NUMBER 072-1405922 NEUTRAL 28'5" SECONDARY 28'5" SECONDARY POWER RISER 27'11" SECONDARY DRIP ,,26'h" SL DRIP 25'0" SL 7 24'5" COMCAST 22'S" F/0 21'2" 'ZAYO ATTACH 7 1 23'5" 'PObE\s N0,14A8LR 142—t40 15 'SE00140A1* '1" :60IACAST\\\ t2 '14= ,F/I\;\`, \\ 1 1'9" ZAYO ATTACH 2 23'11" II 128' iro S 11 STH ST POLE NUMBER 122-1354503 NEUTRAL 31'5" SECONDARY 31'5" SECONDARY POWER RISER 30'10" SECONDARY DRIP 30'2" COMCAST 26'8" F/0 25'4" -ZAYCM- —T-- 27`5" *PWR MR - SHAPE + TAPE S:CONDARY DRIP LOOP TO V'9" 154' 179' 104' POLE NUMBER 124-1354635 NEUTRAL 31'2" SECONDARY 31'2" SECONDARY DRIP 30'10" COMCAST 27'3" F/0 25' 11 " ZAYO ATTACH 27'3" 'MR - LOWER COMCAST TO 26'9` w�w OHVVM D UWAMISH RIVER 5.14-moco 0 w MATCH TO SHEET 9 Know what's below. Call before you dig. 50' 100' SCALE: 1 "=100' CONSTRUCTION NOTES O2 PROPOSED STRAND & LASH (1) 144F CABLE ALONG EXISTING UTILITY POLES. O3 PROPOSED STRAND ONLY ALONG EXISTING UTILITY POLES. O4 PROPOSED (1) 4" RISER ON EXISTING UTILITY POLE. PULL (1) 144F CABLE THROUGH. RECEIVED JUN 20 2011 Community Development AS —BUILT REVISION M1 12/27/16 BB MK ORIGINAL NO DATE ENGINEER DRAFTER COMMENT F116107111.11rINC ............ ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529-ALLENTOWN 2- SHORELINE PERMIT PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 8 OF 12 POLE NUMBER 126-1354628 NEUTRAL 31'0" SECONDARY I 31'0" SECONDARY POWER RISER 30'0" SECONDA Y DRIP 29'4" COMCAST 24' 10" F/0 23'6" ZAYO A ACH 1 25'10" POLE NUMBER 127-1354508 NEUTRAL 31'8" SECONDARY 31'8" SECONDARY DRIP 30'4" SL 26 II" SL DRIP 26'9" COMCAST 25'8" F/0 24'8" 'IAYO-IAA-ACK_-_ 26'4" PLAN VIEW F *PWR MR - RAISE ST LT TO 26'0' POLE NUMBER 082-1354646 NEUTRAL 29'11" I29_111 SECONDARY-1 SECONDARY DRIP 2 '0" SL DRIP I 25'3" SL j I 24110" COMCAST I 24'3" F/001 213.2" ZAYQ1 ATTAC 241'10" DU AMISH RIVER POLE NUMBER 119-1354521 OHG PWR 21'2" OHG 004 20'4" OHG F/0 19'0" ZAYO ATTACH 20'9" II 'PWR MR - EXTEND PWR RISER TO 29'8' POLE NUMBER 130-1354645 NEUTRAL 31'8" SECONDARY 31'8" p'3" 9" SECONDARY POWER RISER O SEC NDARY`DRMPI--- SL I I 27'9" SL DRIP I 27'9" COMCAST I 25'9" F/o 25'0" ZA 0 ATTACH 1 126.4" SECONDARY POWER RISER SECONDARY SECONDARY DRIP COMCAST 24'0" F/0 ZAYO ATTACH 23'3" 24'10" DAR't BRtP-TO'T'6' POLE NUMBER 154-1354524 NEUTRAL 32'6" SECONDARY 32'6" SECONDARY] DRIP 31'6" SL DRIP 26'9" -SL 26'8" COMCAST —`-24`3" F�0 23'4" Z Y0 ATTA H 25'3" POLE NUMBER 131-1354505 NEUTRAL 30'8" SECONDARY 30'8" SECONDARY DRIP 30'3" COMCAST 25' 11 " OHG SW 24'9" COMM ARM ---24`5" -LAY O CH—r- 26' 11 " Elli-crstCD 0 Know what's below. CaII before you dig. 50' 100' SCALE: 1 "=100' CONSTRUCTION NOTES O2 PROPOSED STRAND & LASH (1) 144F CABLE ALONG EXISTING UTILITY POLES. O PROPOSED STRAND ONLY ALONG EXISTING UTILITY POLES. ' 'R' ECE VED JUN 202017 Community Development 3 AS —BUILT 2 REVISION M 1 12/27/16 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT MG G Ej ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529-ALLENTOWN 2- SHORELINE PERMIT PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 9 OF 12 MATCH TO SHEET 9 POLE NUMBER 155-5464 NEUTRAL 31'10 SECONDARY 1' 10 SECONDARY POWER RISER \31'2", SECONDARY DRIP 30'3" COM AST 4'6" F/O 1'6" ZAYO ATTACH 2 '6" OHVJM POLES NUMBER 069-2496745 DOW GUY WEST 22'3" OHG 304 EAST 22'2" OHG =/0 EAST 21'0" OHG 2 EAST 19'8" /0 ZAYO TTACH 21'7" DUWAMISH RIVER PLAN VIEW G POLE NUMBER 156-135464 DOWN GUY PWR EAST SECO DARY SECO DARY DRIP SL DR P ZAYO ACH 200' 200' OHM LIMIT S.122NDST e.14-CTOCD Know what's below. Call before you dig. 0 50' 100. SCALE: 1"=100' CONSTRUCTION NOTES O2 PROPOSED STRAND & LASH (1) 144F CABLE ALONG EXISTING UTILITY POLES. REC VEC JUN 20 2011 Community Development AS —BUILT 2 REVISION 12/27/16 BB MK ORIGINAL NO DATE ENGINEER DRAFTER COMMENT ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529 - ALLENTOWN 2 - SHORELINE PERMIT PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 10 OF 12 TYPICAL DETAIL — A POLE ARRANGEMENT FOR AERIAL TO BURIED CABLE FIBER CABLE GUY POLE TOP VIEW GROUND LEVEL TYPICAL DETAIL — D AERIAL TYPICALS TYPICAL DETAIL — B POLE ARRANGEMENT FOR REPEATER OR HANDHOLE LOCATION CABLE LASHING WIRE CLAMP STAINLESS STEEL LASHER CABLE SUPPORT AND 1/2" SPACER CAUTION TAG FIBER OPTIC CABLE BLACK IN COLOR SEE DETAIL H SEE DETAIL H TYPICAL DETAIL — G JOINING 045 LASHING WIRE REMOVE ANY SLACK IN THE LASHING WIRE BY MAINTAINING A PULL ON THE WIRE AND TAPPING THE STRAND SHARPLY. THEN FORM THE WIRE OVER THE STUD AND TIGHTEN THE NUT. CUT THE FREE END OF THE LASHING WIRE OFF 3/4" BEYOND THE END OF THE CLAMP. SUPPORT STRAND VARIES FORM THE LASHING WIRE AROUND THE STRAND AND PLACE IT BELOW THE STUD AND BETWEEN THE SECOND WASHER AND STUD SHOULDER. FORMING WIRE OVER STUD OF CLAMP FORMING LASHING WIRE AROUND STRAND CABLE CLAMP CABLE U-GUA GROUND LEVEL STEEL CONDUIT TO 42' MIN.rHANDHOLE •• STEEL BEND (36" RADIUS) USE APPROPRIATE PVC TO STEEL COUPLER 24' (X-MIN. OF 20 TIMES THE CABLE DIA.) POLE TOP VIEW CONDUIT ON QUARTER ON POLE LEAST EXPOSED TO TRAVEL WAY. ONDUITS WITH DUCT PLUGS AND SIMPLEX PLUGS TYPICAL DETAIL — E SUSPENSION STRAND — PULL AWAY FROM POLE — 5 FEET OR MORE POLE TOP CABLE SUSPENSION BOLT CURVED WASHER 5/B' X 2" ROUN WASHER CORNER SUSPENSION CLAMP TYPICAL DETAIL — H LASHING WIRE GRIP AND CLAMP C LASHING WIRE GRIP INSTALLED ON STRAND C LASHING WIRE GRIP NOTE: LASHING WIRE SHOULD FOLLOW LAY OF STRAND WIRES UNDER GRIP. D CABLE LASHING CLAMP SHOULDER CLAMPING NUT THREADED STUD GROOVED PLATES 2 GUY HOOK SPACER NUT 1ST LASHING WIRE 2ND LASHING WIRE TERLIINATNG NUT 1ST WASHER 2ND WASHER TYPICAL DETAIL — C TYPICAL CABLE & HARDWARE INSTALLATION (6.6M STRAND \ 10M STRAND) GROUND WIRE CLAMP 6.6M OR 10M STRAIN STAINLESS STEEL LASHER CABLE SUPPORT AND 1/2" SPACE j6 INSULATED COPPER WIRE AND 10'X3/4" COPPER CLAD" GROUND ROD CABLE GUIDE 12" 10" CABLE LASHING WIRE CLAMP CAUTION TAG FIBER OPTIC CABLE ORANGE IN COLOR POLE 111111 GROUND EVERY 1/4 MILE AT STRAND TO SHEATH BOND LOCATION TYPICAL DETAIL — F TYPICAL ARRANGEMENT OF CABLE LASHER AND CABLE GUIDE � X• //� CABLE LASHER I I TO CABLE REEL CABLE SNAP PUWNG UNE GROUND LEVEL TYPICAL DETAIL — I SUSPENSION STRAND — PULL TOWARD POLE — LESS THAN 5 FEET CURVED WASHER CABLE SUSPENSION BOLT 2 GUY HOOK SPACER NUT GUY CABLE SUSPENSION CLAMP CURVED WASHER 5/6" CABLE SUSPENSION BOLT GUY Know what's below. CaII before you dig. RECF VED JUN 20 2017 Community Development 3 AS -BUILT 2 REVISION # 1 12/27/16 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT ZitilliM0 ft • 0 • P MG_ ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51 ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529 - ALLENTOV N 2- SHORELINE PERMIT PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 11 OF 12 UNDERGROUND TYPICALS —� 6" MIN. 12" 36" MIN. DEPTH EXISTING GROUND WARNING TAPE BACKFILL (8" LAYERS) BACKFILL (COMPACTED @ 90%) HDPE DUCT CLEAN BACKFILL BACKFI LL (COMPACTED EARTH @ 90%) TYPICAL TRENCH IN SOIL DETAIL SCALE: NTS FCA243624T-00006 FIBERGLASS/ POLYMER CONCRETE ASSEMBLY 24"X38"X24" (For actual dimensions see drawn) Fiberglass/ Polymer Concrete Assembly, Tapered Sides, No Floor, WJC 3.8, ANSI/SCTE 77-715/20K, "3/8 " Hex Bolts, Standard Nameplate (Specify at dme of order) Installed LOAD RATINGS Incidental traffic- Parking Lot, Sidewalk Conforms to: WUC 3.8 ASTM C 857 ANSI/SCTE 77 FEATURES: UL classified polymer concrete Drop -in nameplate Shipped assembled Skid resistant cover Stainless steel bolts Cast -in floating nut box - Integral drain holes Additional product mformatlon continued on the reverse Composites for In as ructure 2828 Kansas Avenu Riverside, California 92507 951 7970800 951 787 0832 (las) mlo®newbass com newoasis corn Inside Dimensions Length Wdth 33 318" 21 112" 44 1)4" 32 518" Depth 21" NB2436 HANDHOLE DETAIL SCALE NTS COVER No. 23-2436P 350 lbs. VAULT No. 233-BL 1,750 lbs. 2" HMA (CL 1/2") OVER 12" PCC CLASS 6.5 (CL 1-1/2") OVER 6" TYPE 2 CRUSH ROCKS, MATCHING EXISTING OR GREATER EX. ASPHALT SURFACE 2" HMA (CL 1/2") 12" PCC CLASS 6.5 (CL 1-1/2") 6" MIN. TYPE 2 CRUSHED ROCK COMPACTED BACKFILL 6" SAND COVER 6" SAND BEDDING PANEL WIDTH PER PLAN TYPICAL ASPHALT TRENCH DETAIL SCALE: NTS Full 180' Open 0.0 /// 1 ,,_ ill ,�—I— ----1I1--- „.T.„__, 1III I-I-I-`I-I----------I— 1II1 -- _, —I—I-- -— --_-------I—I I1I __I_I_ TI-a I- 2'-8" 3'-8" 233LA VAULT DETAIL 6" 3"-6" 3'-0" 24"0 HOLE 3' 8" SCALE: NTS REC;4...,r iVED 3UtM 20 2011 Community DeveiloPrnent Know what's below. CBII before you dig. 3 AS —BUILT 2 REVISION # 1 12/27/16 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51 ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529 - ALLENTOWN 2- SHORELINE PERMIT PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 12 OF 12 ZAYO- 10092529 - ALLENTOWN 2 0179001965 Associated Files: PL17-0029, E17-0006 This File: L17-0086 SHORELINE/SUBSTANTIAL DEV STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Northwest Regional Office • 3190 160' Avenue SE • Bellevue, Washington 98008-5452 • (425) 649-7000 June 29, 2018 Jason Accuardi, Zayo Group 22651 83rd Ave S Kent, WA 98032 Re: City of Tukwila Local Permit L17-0086 -- Approved Jason Accuardi, Zayo Group — Applicant Approved Shoreline Substantial Development Permit (SDP) #2018-NW-4253 Dear Jason Accuardi: On June 27, 2018, we received notice that the City of Tukwila conditionally approved your application for a SDP. Your permit is to install fiber optic cables underground and above ground along the north and east sides of the Green/Duwamnish River. The project is located within the Residential and Urban Conservancy environment designation of the Green/Duwamish River, a shoreline of state significance. By law, local governments must review all SDPs for compliance with: • The Shoreline Management Act (Chapter 90.58 RCW). • Ecology's SDP approval criteria (Chapter WAC). • The City of Tukwila Local Shoreline Master Program. Local governments, after reviewing SDPs for compliance, are required to submit them to Ecology. We have received your approved application for a revised SDP. Please note, however, that other federal, state, and local permits may be required in addition to this shoreline permit. What Happens Next? Before you begin activities authorized by this permit, the law requires you wait at least 21 days from June 29, 2018, the "date of filing." This waiting period allows anyone (including you) who disagrees with any aspect of this permit to appeal the decision to the state Shorelines Hearings Board (SHB). You must wait for the conclusion of an appeal before you can begin the activities authorized by this permit. RECEIVED JUL 05 2018 Community Development Jason Accuardi, Zayo Group June 29, 2018 Page 2 We recommend you contact the SHB before you begin permit activities to ensure they have not received an appeal. You may reach them at (360) 664-9160 or http://www.eluho.wa.govBoard/SHB. If you want to appeal this decision, you can find appeal instructions (Chapter 461-08 WAC) at the SHB website above or on the website of the Washington State Legislature at http://apps.leg.wa.gov/wac. If you have any questions about this letter, please contact Misty Blair, Senior Shoreline Planner, at 425-649-4309. Sincerely, Maria Sandercock, Shoreline Planner Shorelands and Environmental Assistance Program Cc: Lindsey Brown, Assistant Planner — City of Tukwila, Department of Community Development Jewel Stevenson, MTC Consulting SENDER: COMPLETE THIS SECTION ' • Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: C.,7 of G oz.O L, f' 3/fa /Gon'I Avc SI__ vv�, A)A- 98'00,V COMPLETE THIS SECTION ON DELIVERY A. Signature X B. Received by ( Printed Name) ❑ Agent ❑ Addressee C. Date of Delivery D. Is delivery address different from item 1? 0 Yes If YES, enter delivery address below: 0 No 3. Service Type E9 Certified Mail 0 5press Mal ElRegistered Qtetum Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) 2. Article Number (Transfer from service label) 7 017 0660 0000 6499 5743 ❑ Yes PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director June 25, 2018 NOTICE OF DECISION SHORELINE MANAGEMENT ACT OF 1971 PERMIT FOR SHORELINE SUBSTANTIAL DEVELOPMENT TO: Jason Accuardi for ZAYO Group, Applicant Jewel Stevenson, MTG Technical Consulting King County Assessor, Accounting Division Washington State Department of Ecology, NW :Regional Office This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. Project File Number: Applicant: Type of Permit: Project Description: Location: Associated Files: Comprehensive Plan Designation/Zoning District: I. PROJECT INFORMATION PL17-0029; L17-0086 Jason Accuardi for Zayo Group Shoreline Substantial Development Permit The project proposes installation of fiber optic cables underground and above- ground along the north and east sides of the Green/Duwamish River, in the Shoreline Overlay Zone. The path of the fiberoptic cabling installation Along S. 115th St and 42nd Ave S. from East Marginal Way to S. 122nd Street, north and east of the Duwamish River. PWF 18-0053, Franchise Permit LDR, MIC/H eras COPY APPROVED 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431- 3665 II. DECISION SEPA Determination: The proposed project is categorically exempt from SEPA review under WAC 197-11-800.23 Decision on Substantive Permit: The City Community Development Director has determined that the application for a Shoreline Substantial Development Permit does comply with applicable City and state code requirements and has approved that application based on the findings and conclusions contained in the staff report. The approval of the shoreline permit is subject to the following conditions: 1. Prior to heavy machinery or ground -altering activities, install tree protection around the two trees nearest the bore pit locations. See Attachment E for tree protection detail. Install tree protection on the upland side of the tree only, no farther than 2.5' away from the bore pit location, as close to the dripline/canopy edge of the tree as possible. This tree protection requires an inspection by Lindsay Brown prior to commencement of work; please email Lindsay.Brown@tukwilawa.gov one day in advance to schedule this inspection. 2. Prior to ground -altering activities, install socks or straw waddles along the upland/northern edge of the tree protection fencing. The inspection of these TESC measures should occur at the same time as the tree protection inspection. 3. The provisions of TMC 18. 44.070 G. Archaeological, Cultural and Historical Resources apply to this project. Developers and property owners shall immediately stop work and notify the City of Tukwila, the Washington Department of Archaeology and Historic Preservation and affected Indian tribes if archaeological resources are uncovered during excavation. The Decision on this Permit Application is a Type 2 decision pursuant to Tukwila Municipal Code § 18.104.010. Other land use applications related to this project may still be pending. This permit is granted pursuant to the Shoreline Management Act of 1971 and nothing in this permit shall excuse the applicant from compliance with any other Federal, State or local statues, ordinances or regulations applicable to this project, but not inconsistent with the Shoreline Management Act (Chapter 90.58 RCW). This permit may be rescinded pursuant to RCW 90.58.140(8) in the event the permittee fails to comply with the project as approved and any conditions thereof. CONSTRUCTION PURSUANT TO THIS PERMIT MAY NOT BEGIN AND IS NOT AUTHORIZED UNTIL TWENTY-ONE (21) DAYS FROM THE DATE OF RECEIPT WITH THE; DEPARTMENT OF ECOLOGY AS DEFINED IN RCW 90.58.140(6) AND WAC 173-14- 090, OR UNTIL ALL REVIEW PROCEEDINGS INITIATED WITHIN TWENTY-ONE (21) DAYS FROM THE DATE OF SUCH FILING HAVE TERMINATED; EXCEPT AS PROVIDED IN RCW 90.58.140(5)(a)(b)(c). 2 Construction must begin within 2 years from the effective date of the permit and be substantially completed within 5 years of the effective date of the permit. The effective date of a substantial development permit shall be the date of receipt as provided in RCW 90.58.140(6). III. YOUR APPEAL RIGHTS One administrative appeal to the Shorelines Hearings Board of the Decision is permitted. Any person appealing to the Shorelines Hearings Board may raise certain SEPA issues as part of the appeal to the Shorelines Hearings Board. Appellants should consult the rules and procedures of the Shorelines Hearings Board for details. IV. PROCEDURES AND TIME FOR APPEALING The requirements and procedures for appeals to the Shorelines Hearings Board are set forth in RCW 90.58 and WAC 461.08. Pursuant to RCW 90.58.180, the decision by the City of Tukwila to issue this Shoreline Substantial Development Permit may only be appealed to the Shoreline Hearings Board. Appeals must be filed with the Shoreline Hearings Board within 21-days from the filing of this permit with the Department of Ecology as defined in RCW 90.58.140. For more detailed information on appeals, refer to RCW 90.58 and WAC 461.08. V. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the Shoreline Substantial Development Permit are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Lindsay Brown, who may be contacted at Lindsay.Brown@TukwilaWa.gov or 206.433.7166 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. The notice board must be removed at the expiration of the appeal period unless an appeal is filed. 1 11 Jack P.t-, Director Depart '• ent of Community Development City of Tukwila 3 City of Tukwila Allan Ekberg, Mayor Department of Community Development •- Jack Pace, Director STAFF REPORT SHORELINE SUBSTANTIAL DEVELOPMENT I. SUMMARY OF PROPOSED ACTION APPROVED eras COPY The proposed project is installing fiberoptic cabling utilities underground, above -ground, and near existing utility poles. A Shoreline Substantial Development Permit is required for work within the Shoreline Residential Environment overlay zone. IL GENERAL INFORMATION Project Name: ZAYO Allentown File Numbers: PL17-0029; L17-0086 Associated Permits: PWF18-0053, Franchise Permit Applicant: Jason Accuardi for Zayo Group Location: Zoning/ Comprehensive Plan Designation: Attachments: Along S. 115th St and 42nd Ave S. from East Marginal Way to S. 122nd Street, north and east of the Duwamish River. LDR, MIC/H A. Complete Plan Set, L17-0086 B. No Net Loss criteria explanation submitted by the applicant, December 20, 2018 C. Notice of Application postcard mailed May 21, 2018 D. Public comments received E. Tree Protection Detail 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax.• 206-431-3665 1 III. PROJECT DESCRIPTION The project proposes installation of fiber optic cables underground and above -ground along the north and east sides of the Green/Duwamish River, in the Shoreline Overlay Zone. The initial installation section heading east from the tie-in at E. Marginal Way South involves digging underground bore pits (via directional drilling) and threading fiberoptic cabling through underground conduit (Plan Views A, B, and D of Attachment A). This section is approximately 240' and in the Shoreline buffer area. From the eastern end of this section (Plan Views C and E-G), the fiberoptic cables will be installed above -ground on existing utility poles. Figure 1. Alignment of proposed fiberoptic installation in green 2 IV. TUKWILA SHORELINE MASTER PROGRAM The City of Tukwila adopted a new Shoreline Master Program (SMP) on August 15, 2011 which was approved by the Washington State Department of Ecology on October 14, 2011 and became effective October 28, 2011. The proposed installation of fiberoptic cabling is subject to the City's Shoreline Master Program. A. Shoreline Environment Designation The shoreline environment designation for the area of proposed fiberoptic cable installation is Urban Conservancy (First 1,000 ft. eastward of E. Marginal Way S.) and Residential Environment (edge of Urban Conservancy designation to S. 122nd St.). These designations intend to protect ecological functions where they exist in urban and residential settings, restore ecological functions where they have been previously degraded, while allowing a variety of compatible uses. The two hundred -foot shoreline jurisdiction is divided into a buffer area and non -buffer area. The shoreline buffer in the Residential Environment is the area needed to maintain a 2.5:1 slope of the river bank, plus 20 feet. In the Urban Conservancy Environment, the buffer is 100 feet landward for non -leveed areas of the river and 125 feet landward for leveed portions of the river. In all Shoreline designations, the buffer is reduced when there is a road running parallel to the river; in these cases, the Shoreline buffer area ends at the pavement edge. The north bank of the river along S. 115th St. (Urban Conservancy Environment) is over -steepened bank with no levee — the buffer width in this area is 100 feet. The Residential Environment sections east and south of the Urban Conservancy section have a Shoreline buffer depth of approximately 60 feet from the ordinary high water mark (OHWM). Utilities are a permitted use in all Shoreline Environments, both inside and outside of the buffer areas. V. SHORELINE REGULATIONS: TMC 18.44.130 B. 3., Shoreline Administration, states that a substantial development permit shall be granted only when the development proposed is consistent with the Shoreline Master Program (SMP). Below is a discussion of the relevant shoreline master program regulations incorporated into the zoning code that apply to this permit application. B. Permitted Uses: TMC 18.44.040 and .050 identify permitted uses in the Residential and Urban Conservancy environments, respectively. The proposed utility project is a permitted use under TMC 18.44.040 A.1(j) and TMC 18.44.050.B(j) as follows: j. Utility towers and utilities, except the provision, distribution, collection, transmission or disposal of refuse. 3 The project proposes the installation of fiberoptic cables (a utility) in and out of the river buffer in the Residential and Urban Conservancy environments of the Shoreline Zone. C. TMC 18.44.070 Development Standards: The following development standards, found in TMC 18.44.070 B and C., TMC 18.44.080 and TMC 18.44.100 apply to this project 1. TMC 18.44.070 B 1. Shoreline Residential Environment Standards: The installation of utilities underground will not change the existing slope of the riverbank. The area where the bore pits will be installed underground is 4' by 6' by 3' deep, and these small areas of disturbed ground will be returned to their existing grades post -installation. Screening of utility equipment is not applicable to this project, as the only new structures to be installed will be placed underground. 2. TMC 18.44.070 C.1-4 Urban Conservancy Standards: Public access, shoreline stabilization and repairs, and over -water structures standards are not applicable to this utility installation project. Setbacks, height restrictions and lighting area also not applicable as no above -ground structures are proposed. 3. TMC 18.44.070 G. Archaeological, Cultural and Historical Resources: The Notice of Application was sent to all local tribes; no comments were received. The project will be conditioned to ensure the provisions of TMC 18.44.070 G. are met. 4. TMC 18.44.070 H. Environmental Mitigation: All shoreline development and uses must occur in a manner that results in no net loss of shoreline ecological functions through the careful location and design of all allowed development and uses. A No Net Loss worksheet was submitted by the applicant. 5. TMC 18.44.070 J. Clearing, grading and landfill„ Land altering shall be permitted only where it meets the following criteria, as detailed below: J. 1.a. (1) The work is the minimum necessary to accomplish the allowed use of utility installation in the Shoreline area. The routing of the fiberoptic installation is limited to the location of the pre-existing utility poles. A small section of the fiberoptic cabling installation project will be in the river buffer and underground due to the location of these utility poles. The land -altering activity will be limited to the two 4'by 6' bore pit shown in plans. J. 1.a. (2) Impacts to the natural environment have been minimized and mitigated by limiting the land -altering activity to only what is necessary to construct the bore pits, and by repairing/restoring the grade to the pre -project level and condition. Further, a condition of approval requires tree protection for the trees closet to the bore pits; this will minimize the potential for the project to damage the tree roots and compromise the health of the trees. J. 1.a. (3) Water quality, river flows and/or fish habitat are not adversely affected — the project will not affect any lands covered by water; the segment of the project that involves land altering activity will be on the upper edge of the river bank, adjacent to the paved surface of S. 115th Street. Straw bales and temporary erosion control measures are required to prevent any removed soil from entering the river. J. 1.a. (4) Public access and river navigation are not diminished: public access to the river 4 will be temporarily affected only during the duration of the bore -pit work. Pre -project grades and conditions will be restored by the applicant after the drilling of the bore pits; public access to the river will not be diminished. J. 1.a. (5) The project complies with all federal and state requirements: the applicant has stated in the SEPA checklist that no state or federal approvals are necessary for the project. J. 1.a. (7) The project will achieve no net loss of shoreline ecological function: the no net loss analysis was submitted. J. 1.a. (8) The project will not require fill. The soil displaced from the bore pit installation will be used to backfill the pits once the fiberoptic cabling is installed underground. J. 1.b. Erosion control mechanisms to minimize the introduction of suspended solids or leaching contaminants into the river: the applicant will use straw waddles and socks to contain any dirt or water discharged from the bore pit digging procedure from entering the river. 6. TMC 18.44.080 Vegetation Protection and Landscaping: No vegetation will be removed during the project installation, except some grass may be removed for the drilling of the bore pits. There are no impacts anticipated from the incidental removal of up to 48 sf2 of volunteer grass in the Shoreline buffer. There is a chance that the underground conduit routing could interfere with the root systems of the established trees planted along the shoreline edge. To reduce the likelihood of damage to the critical root structure of these trees, a condition of approval is to install tree protection for the trees near the bore pit locations as close to the dripline as possible while still allowing maneuverability of drilling equipment. 7. TMC 18.44.100 Public Access to the Shoreline: There will be only temporary impediments to public access to the Shoreline created by this project, during the installation of the fiberoptic cabling only. No new access will be created, no existing access will be lessened, and no impacts to public access are anticipated from this project. 8. TMC 18.44.110 Shoreline Design Guidelines: Relationship of structure to site, building design, and design of public access criteria do not apply to this project. III. COMMENTS On May 21 st, 2018 a Notice of Application was mailed to all local tribes and agencies that may have an interest in the project and all owners and tenants within 500' of any project -adjacent parcel boundary. Two email inquiries (Attachment D) were submitted by postcard recipients. One NOA recipient was concerned about noise and dust; the other was concerned about vegetation removal, sound and light pollution. Plan sets and information about the proposed project was emailed in response to both inquiries, along with an invitation for their comments to be a part of the formal record for the project, and their concerns addressed by the applicant. . 5 IV. SEPA The proposed project is categorically exempt from SEPA review under WAC 197-11-800.23, as below: (23) Utilities. The utility -related actions listed below shall be exempt, except for installation, construction, or alteration on lands covered by water. The exemption includes installation and construction, .relocation when required by other governmental bodies, repair, replacement, maintenance, operation or alteration that does not change the action from an exempt class. (a) All communications lines, including cable TV, but not including communication towers or relay stations. V. CONCLUSIONS 1. The proposed project will install fiberoptic cabling under and above -ground along S. 115th Street from E. Marginal Way S. to S. 122nd Street, in the Shoreline Overlay. 2. The City of Tukwila adopted a new Shoreline Master Program (SMP) on August 15, 2011; it was approved by the Washington State Department of Ecology on October 14, 2011 and became effective October 28, 2011. 3. The shoreline environment designations for the project are Urban Conservancy (Initial 1,000 ft. east of E. Marginal Way S.) and Residential Environment (remainder of project routing). The installation of utilities and associated site improvements is a permitted use in the Urban Conservancy and Shoreline Residential environments, in and outside the Shoreline buffer. 4. The Shoreline buffer is defined as the first 100 feet from the OHWM in the Urban Conservancy area, and approximately 60 feet from the OHWM in the Shoreline Residential Environment sections of the project routing. In all Shoreline designations, the buffer is reduced when there is a road running parallel to the river; in these cases, the Shoreline buffer area ends at the pavement edge. 5. The proposed project is consistent with applicable shoreline regulations in TMC 18.44.070 B and C., TMC 18.44.080 and TMC 18.44.100: a. The installation of utilities is a permitted use in the Urban Conservancy and Shoreline Residential environments. b. The development standards of the Shoreline Residential and Urban Conservancy environments do not apply to this project, as there will be no change to the slope of the riverbank, and the project proposes no above -ground structures. Setbacks, height restrictions and lighting standards are not applicable. c. The provisions of TMC 18.44.070 G. Archaeological, Cultural and Historical Resources, apply to this project. Developers and property owners shall immediately stop work and notify the City of Tukwila, the Washington Department of Archaeology and Historic Preservation and affected Indian tribes if archaeological resources are uncovered during excavation. 6 d. The project will result in no net loss of river functions. e. The project has addressed the criteria for clearing, grading and landfill found in TMC 18.44.070 J. Impacts to the natural environment have been minimized and mitigated by limiting the land -altering activity to only what is necessary to construct the bore pits, and by repairing/restoring the grade to the pre -project level and condition. Erosion control will ensure no soils enter the river. Prior to ground -altering activities, the developer will install socks or straw waddles along the upland/northern edge of the tree protection fencing. f. Impacts to existing vegetation are minimized and limited to incidental damage to the root structures of two trees, however the plans do not show tree protection measures. Applicant shall install tree protection around trees near the bore pit locations. g. The project will impact public access to the shoreline only temporarily, during project construction/installation. h. The Shoreline Design Guidelines are not applicable to this project, as no structures are proposed. 6. The proposed project is categorically exempt from SEPA review under WAC 197-11-800.23 Utilities. VI. RECOMMENDATION Staff recommends approval of the shoreline substantial development permit, with the following conditions: 1. Prior to heavy machinery or ground -altering activities, install tree protection around the two trees nearest the bore pit locations. See Attachment E for tree protection detail. Install tree protection on the upland side of the tree only, no farther than 2.5' away from the bore pit location, as close to the dripline/canopy edge of the tree as possible. This tree protection requires an inspection by Lindsay Brown prior to commencement of work; please email Lindsay.Brown@tukwilawa.gov one day in advance to schedule this inspection. 2. Prior to ground -altering activities, install socks or straw waddles along the upland/northern edge of the tree protection fencing. The inspection of these TESC measures should occur at the same time as the tree protection inspection. 3. The provisions of TMC 18.44.070 G. Archaeological, Cultural and Historical Resources apply to this project. Developers and property owners shall immediately stop work and notify the City of Tukwila, the Washington Department of Archaeology and Historic Preservation and affected Indian tribes if archaeological resources are uncovered during excavation. Informational Items: 1. No work may be started prior to approval of Franchise Permit PWF18-0053. 7 2. No work may be started prior to the end of the 21-day appeal period following issuance of the Notice of Decision. 3. Fiber optics bore route might need to be adjusted to avoid conflict with existing underground utilities, which need to be located either be a deep penetrating radar or potholing. 4. At the time of permit application applicant for fiber installation the applicant shall sign a Waiver to Undergrounding Ordinance and a Sensitive Area Hold Harmless Agreement. 8 ADDRESS: 12234 51ST PL S., TUKWILA, WA. 98178 PROJECT NAME:10092529 - ALLENTOWN 2 - SHORELINE PERMIT SITE LOCATION R ECE1VeD VW 0 2010 D I 7 as Know what's below. Call before you dig. 0 500' 1000' SCALE: 1 "=1000' CONTACTS ZAYO CONTACT: SCOTT MORRISON 22651 83RD AVE S KENT, WA 98032 C. 206.596.7988 SCOTT. MORRISON@ZAYO.COM BRYSON BAILY MGC TECHNICAL CONSULTING, INC. 8521 154TH AVE NE REDMOND, WA 98052 C.206.799.3001 BRYSON@MGCTECHNICAL.COM SHEET INDEX 1. COVER SHEET / SITE LOCATION 2. LEGEND 3. GENERAL NOTES 4. EROSION CONTROL PLANS 1-12. PLAN VIEW A - G 13. AERIAL TYPICALS 14. UNDERGROUND TYPICALS 15. CROSS SECTIONS 15. CROSS SECTIONS SCOPE OF WORK: FROM AN EXISTING ZAYO VAULT AND SPLICE CASE ON THE EAST SIDE OF EAST MARGINAL WAY 5. INSTALL (1) 144F CABLE USING AERIAL AND UNDERGROUND CONSTRUCTION SOUTH ON EAST MARGINAL WAY 5, EAST ON S 115TH ST, SOUTH ON 42ND AVE S, EAST ON S 122ND ST AND SOUTH TO 51ST PL S TO AN EXISTING AT&T MEET -ME VAULT ON THE EAST SIDE OF THE ROAD. THEN USE EXISTING VAULTS, CONDUIT AND PULL-BOX'S TO THE PROPOSED ZAYO EQUIPMENT LOCATION AT 12234 51ST PL S. SET VAULTS ALONG THE WAY AND PULL (1) 144F CABLE THROUGHOUT. 3 AS —BUILT 2 04/27/16 BB KH REVISION 1 12/27/16 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT MYcr[!i GC ZAYO ENGINEER SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529 - ALLENTOWN 2 - SHORELINE PERMIT PLANS.dwg CONFIDENTIAUPROPRIETARY SHEET: 1 OF 15 • LINETYPES F/o W T E SEW SD TV STM ABBREVIATIONS F/0 AERIAL FIBER - EXISTING AERIAL FIBER - ATTACH AERIAL FIBER - OVERLASH STRAND - EXISTING STRAND - PROPOSED CONDUIT - EXISTING CONDUIT - PROPOSED INNERDUCT - EXISTING INNERDUCT - PROPOSED GAS WATER TELEPHONE FIBER OPTIC ELECTRIC SANITARY SEWER (SEW) STORM DRAIN CABLE TV STEAM OIL UNKNOWN UTILITY FENCE RIGHT OF WAY EDGE OF PAVEMENT ASW ASPHALT SIDEWALK BIP BLACK IRON PIPE BSP CSW ELECT. EOP EOTW FOC F/O HDPE HH JB MH MP 0/S PR PVC RGS ROW SEW SD STA. STM TEL BLACK STEEL PIPE CONCRETE SIDEWALK ELECTRIC EDGE OF PAVEMENT EDGE OF TRAVEL WAY FACE OF CURB FIBER OPTIC HIGH DENSITY POLYETHYLENE HANDHOLE JUNCTION BOX MANHOLE MILE POST OFFSET POWER RISER POLY VINYL CHLORIDE RIGID GALVANIZED STEEL CONDUIT RIGHT OF WAY SANITARY SEWER STORM DRAIN STATION STEAM TELECOM LEGEND SYMBOLS ® 0 0 ■ RISER - EXISTING RISER - PROPOSED CATCH BASIN/INLET (RECTANGULAR) CATCH BASIN/INLET (ROUND) FIRE HYDRANT WATER/GAS VALVE LIGHT POST STREET LIGHT TRAFFIC LIGHT ARM TREE CULVERT WING WALL BRIDGE STREET SIGN ADA RAMP UTILITY POLE - EXISTING UTILITY POLE - PROPOSED TRAFFIC RATED VAULT - EXISTING (SIZE AND UTILITY TYPE MAY VARY) TRAFFIC RATED VAULT - PROPOSED (SIZE MAY VARY) HANDHOLE - EXISTING (SIZE AND UTILITY TYPE MAY VARY) HANDHOLE - PROPOSED (SIZE MAY VARY) PEDESTAL - EXISTING (SIZE AND UTILITY TYPE MAY VARY) PEDESTAL - PROPOSED (SIZE MAY VARY) WET UTILITY MANHOLE - EXISTING (SIZE AND UTILITY TYPE MAY VARY) BORE PR - PROPOSED (SIZE MAY VAR() UTILITY POTHOLE IFDPI FDP PB PB TRANSMISSION/DISTRIBUTION POLE TRANSMISSION POLE DISTRIBUTION POLE GROUND/BOND AERIAL STORAGE - EXISTING AERIAL STORAGE - PROPOSED VAULT/BUILDING STORAGE - EXISTING VAULT/BUILDING STORAGE - PROPOSED POLE ANCHOR/DOWN GUY - EXISTING POLE ANCHOR/DOWN GUY - PROPOSED DOWN GUY TO EXISTING ANCHOR - PROPOSED SPLICE POINT - EXISTING SPLICE POINT - PROPOSED TERMINATION - EXISTING TERMINATION - PROPOSED PULLBOX - EXISTING PULLBOX - PROPOSED CONSTRUCTION NOTE / RESTORATION CALLOUT PHOTO -MARKER NORTH ARROW INFORMATION TABLES POLE NUMBER # EXISTING UTILITY 0'-0" PROPOSED ATTACH O'-0" #F IN: OUT: #F IN: TAIL: #F TAIL: OUT: HATCH PATTERNS UTILITY POLE INFORMATION TABLE (NUMBER OF ATTACHMENTS MAY VARY) SEQUENTIAL IN/OUT CALLOUT SEQUENTIAL IN/TAIL CALLOUT SEQUENTIAL TAIL/OUT CALLOUT E * E EEEE E E E E E E E 4 F 4 4 E E Know what's below. Cali before you dig. CONCRETE SIDEWALK GRASS/VEGETATION GRAVEL WATER 3 AS —BUILT 2 04/27/18 BB KH REVISION ; 1 12/27/18 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT MGC, 10.0\. m1SLL1INS NC ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZALYO - 10092529 - ALLENTOWN 2-SHORELINE PERMIT — PLANS.dwg CONFIDENTIAUPROPRIETARY SHEET: 2 OF 15 GENERAL NOTES The locations of utilities shown on these drawing are only approximate. MGC TECHNICAL CONSULTING, INC. is not responsible for the exact location of utilities. Persons working in the area covered by this drawing must contact the statewide Call -Before -You -Dig System (811) to ascertain the location of underground utilities prior to performing any excavation. GENERAL 1. At least one week before beginning construction, contact Public Works Utilities Inspector and schedule a preconstruction meeting. 2. Notify the Utilities Inspector at 206-433-0179 at least 48 hours (2 working days) before starting project site work. 3. Request a Public Works utility inspection at least 24 hours (1 working day) in advance by calling 206-433-0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available at the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre -approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved by the Public Works Director. 8. Contractor shall maintain a current set of record drawings on -site. 9. Contractor shall provide record drawings prior to project final approval. 10. Contractor shall provide traffic control and street maintenance plan for Public Works approval before implementation. 11. All surveying for public facilities shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. For projects within a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929. Horizontal datum shall be State Plane Coordinates. 12. The Contractor shall replace, or relocate all signs damaged or removed due to construction. PAVEMENT RESTORATION 1. Compact backfill to compaction of undisturbed ground or compact backfill to meet City standards. 2. Restore pavement to its original condition immediately following backfilling or when concrete is cured. a. Except for winter or other weather conditions which prevent paving, complete paving, resurfacing, or facility replacement : • On principal arterial, major or collector street within 3 calendar days. • On other streets within 7 calendar days b. For work prevented due to weather: • Provide a temporary patch. • Provide a construction schedule addressing means and methods to minimize traffic disruption and to complete work as quickly as possible. AERIAL NOTES 1. ALL CONSTRUCTION IS TO BE PREFORMED TO INDUSTRY ACCEPTABLE STANDARDS. 2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENTS TO BE DOCUMENTED AT THE TIME OF CONSTRUCTION. 3. 6.6M STRAND TO BE USED WITH STANDARD 5/8" POLE LINK HARDWARE UNLESS OTHERWISE SPECIFIED BOND STRAND TO POWER MAIN WHERE APPLICABLE. 4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE 5. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC ALONG WITH APPLICABLE LOCAL & REGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PRINTS IS TO BE VALIDATED WITH THE DESIGNER OR OWNER PRIOR TO CONSTRUCTION. 6. ALL PVC OR HDPE CONDUITS ARE TO BE PLUGGED WITH COMPRESSION STYLE PLUGS. ANY CONDUITS CONTAINING FIBER CABLE REQUIRE SIMPLEX COMPRESSION PLUGS SEALING THE CONDUIT AROUND THE CABLE. UTILITY NOTES 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches. All trench safety systems shall meet WISHA requirements. 2. Place power, cable, fiber optics, and telephone lines s in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins, and valves in public rights -of -way or easements after asphalt paving. WORK IN RIGHT-OF-WAY 1. When activity is unattended, install a sign with minimum two-inch letters stating Permittee or company name, and day and evening phone numbers. TMC 11.08.140 2. Install barricades, signs, warning lights, and safety devices sufficient to notify public of obstruction or traffic hazard. Devices must remain until the obstruction is cleared and the right-of-way is restored. TMC 11.08.170A 3. Maintain access to fire stations, fire hydrants, fire escapes, and fire fighting equipment. TMC 11.08.180 4. Maintain access to property adjoining excavation or site work. 5. Preserve and protect all property adjoining excavation or site work. 6. Restore disturbance to private and public property. TMC 11.08.220.D 7. Disturbance of survey monuments and markers requires the Director's preapproval. A licensed surveyor shall replace disturbed monuments and markers. 8. Comply with all state and city laws and procedures to protect public from air, water and noise pollution. TMC 11.08.210 9. Install temporary sidewalk or curb ramp if permanent is blocked. TMC 11.08.220 10. Cover open excavation with non-skid steel plates ramped to elevation of contiguous right of way surface. TMC 11.08.220 11. Store all stockpile material shall be stored in a safe manner to protect the public. Know what's below. Call before you dig. 3 AS -BUILT 2 04/27/18 BB KH REVISION tf 1 12/27/18 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT ;yo• [MGC ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZALYO. 10092529 - ALLENTOWN 2 - SHORELINE PERMIT - PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 3 OF 15 EROSION CONTROL PLANS CLEARING, GRADING AND TEMPORARY EROSION CONTROL PLANS: 1. ALL WORK AND MATERIALS TO BE PER CITY OF TUKWILA STANDARDS. 2. KEEP OFF -SITE STREETS CLEAN AT ALL TIMES. FLUSHING STREETS SHALL NOT BE ALLOWED. ALL STREETS SHOULD BE SWEPT. 3. ADDITIONAL EROSION/SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY CITY INSPECTOR. 4. WHEN WORK IS STOPPED/COMPLETED IN AN AREA, THE CITY INSPECTOR MAY REQUIRE POST -CONSTRUCTION EROSION CONTROL INCLUDING SEEDING OR OTHER MEASURES. 5. LOCATIONS SHOWN OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CORRECT LOCATIONS TO AVOID DAMAGE OR DISTURBANCE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. ALL GROUND COVER IS TO REMAIN UNDISTURBED OUTSIDE OF CLEARING AREAS. 8. THE TEMPORARY EROSION/SEDIMENT CONTROLS SHALL BE INSTALLED, INSPECTED, AND OPERATING BEFORE ANY GRADING OR EXTENSIVE LAND CLEARING. THESE CONTROLS MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETE. 9. TIE IMPERVIOUS SURFACES (ROOF, STREETS, DRIVEWAYS, ETC.) TO COMPLETED DRAINAGE SYSTEM AS SOON AS POSSIBLE. 10.A PRE -CONSTRUCTION MEETING WITH THE CONSTRUCTION DIVISION AND ALL PERMITS MUST BE COMPLETED BEFORE START OF CONSTRUCTION. 11.CLEARING LIMITS SHALL BE LOCATED BY A LICENSED CIVIL ENGINEER OR LAND SURVEYOR. 12. APPROVAL OF THIS TEMPORARY EROSION/SEDIMENTATION CONTROL (TESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN. 13. THIS APPROVAL FOR TESC IS VALID FOR CONSTRUCTION BETWEEN MAY 1 AND SEPTEMBER 30. THIS APPROVAL FOR TESC IS NOT VALID FOR THE RAINY SEASON (OCTOBER 1 THROUGH APRIL 30). 14.REMOVE ALL TESC MEASURES ONCE ALL WORK IS COMPLETED AND SITE IS MITIGATION PLAN / BMP'S: - Storm water runoff from any new impervious surfaces should be infiltrated or treated prior to dispersion into wetlands and/or stream buffer areas. - Equipment operated near water must use environmentally acceptable lubricants composed of biodegradable base oils. These are vegetable oils, synthetic esters, and polyalkylene glycols. - Areas temporarily impacted by excavating, and utility placement, will be replanted with appropriate native species similar to what currently exists onsite. - All stream and stream buffer areas will be protected by installation of construction fencing to discourage intrusion and improper use of these areas. Cloth/Silt fencing will be installed near equipment and work areas. - All equipment staging and materials stockpiles will be kept out of wetlands and protected wetland and stream buffers, and the areas will be kept free of spills and/or hazardous materials. - All fill material will be sourced from areas on -site or from approved suppliers, and will be free of pollutants and hazardous materials. - Equipment will be kept in good working order free of leaks. - Locate new work within the footprint of the existing developed right-of-way. - All discharge from drills and pot holes will be suctioned up at the bore puts and carried away or proper disposal. - Other Measures Include: Minimize disturbance of natural soil cover. Protect surrounding wetland and existing waterbodies. Retain sediments from disturbed properties. Minimize unintentional off -site sediment transport on trucks and equipment. Avoid steep slopes. Minimize disturbance to surrounding soils and root systems. CONCRETE SLURRY PLAN: - Construction supervisor shall Monitor onsite concrete working tasks, such as saw cutting, coring, grinding and grooving to ensure proper methods are implemented. - Saw -cut concrete slurry should not be allowed to enter storm drains or watercourses. - Concrete waste should not enter storm drains or watercourses. - Residue from grinding operations should be picked up by means of a vacuum attachment to the cutting machine or by sweeping. -Saw cutting residue should not be allowed to flow across the pavement and should not be left on the surface of the pavement. - Use jute mesh, floc logs, absorbents such as socks, pads and solidifiers, drip pans, ground cloths, or heavy cardboard to contain any unintentional spills. - Collect saw -cut slurry and remove from site. Cover or barricade all nearby stormwater drain during saw cutting to prevent any materials from entering the stormwater drainage system. - Avoid saw cutting operations during rainfall events unlessyou can contain, capture and dispose of cuttings, sediment and wash water. Know what's below. CBII before you dig. 3 AS —BUILT 2 04/27/18 BB KH REVISION # 1 12/27/18 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT wnwoo 15 R CMPIlir MSC] ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529 - ALLENTOWN 2 - SHORELINE PERMIT PLANS.dwg CONFIDENTIAUPROPRIETARY SHEET: 4 OF 15 EAST MARGINAL WAY S PLAN VIEW A 200' OHWM 200, 200. POLE N MBER 01241354994 35'6" NEUTRAL! N/S / SECONDARY 35'6" OHG PWR NORTH 35'1" SECONDARY DRIP 33'8" SL 2 WEST / 30'9" SL NORTH ( 30'2" SL DRIP NORTH / 29'5" COMCAST 29'1" SCL BRACKET 26'9" ZAYO ATTACH � 28'6" *MR - LOWER COMAST TO 281' / L/7.-0% 0 OHWM Know what's below. CBII before you dig. 50' 100' SCALE: 1 "=100' CONSTRUCTION NOTES O PROPOSED STRAND & LASH (1) 144F CABLE ALONG EXISTING UTILITY POLES. 4O PROPOSED (1) 4" RISER ON EXISTING UTILITY POLE. PULL (1) 144F CABLE THROUGH. 0 • 3 AS —BUILT 2 04/27/18 BB KH REVISION 1 12/27/16 BB MK ORIGINAL NO. DATE ENGINEER ZAYO ENGINEER: DRAFTER SCOTT MORRISON COMMENT ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO- 10092529 - ALLENTOWN 2 - SHORELINE PERMIT PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 5 OF 15 k I> 11222 E MARGINAL WAY S EX.GAS t,;,1 \ t� _ PLAN VIEW B S 115TH ST F/0 SEW -72 Dip/'Dip/Kw-Eli J J % � J r F/0 SEW STA. 0+00 1' 2' 3' 4' 5' 6' 7' 8' 9' 10' 11' HORIZ. SCALE: 1"=20'-0" VERT. SCALE: 1"=5'-0" STA. 1+00 STA. 2+00 103 STA. 3+00 2 0' 200' OHWM LIMIT 3800 S 115TH ST w -4114 STA. 4+00 45' wEX.WATER EX.GAS F10._ EFX/gtoE EX -SEWER - 60' EXI STING GRADE O CONSTRUCTION NOTES PROPOSED (1) 4" RISER ON EXISTING UTILITY POLE. PULL (1) 144F CABLE THROUGH. PROPOSED TRENCH (1) 4" CONDUIT. PULL (1) 144F CABLE THROUGH. REPAIR SURFACE PER LOCAL JURISDICTION STANDARDS. O7 PROPOSED (1) 24" X36" X24" VAULT. CORE VAULT AND PLACE CONDUIT FROM TRENCH. COIL (1) 144F CABLE THROUGH. OS PROPOSED BORE (2) 1 Va" CONDUITS. CONTRACTOR TO POTHOLE UTILITIES PRIOR TO BORE. PULL (1) 144F CABLE THROUGHOUT. O9 PROPOSED 4'X6' BORE PIT. REPAIR SURFACE PER LOCAL II IRISDICTION STANDARDS POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAIN MINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROM EXISTING UTILITIES. Know what's below. CaII before you dig. 0 10' 20' 30' 40' SCALE: 1'=40' yy�� SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND 1* ORIENTATION. SEE SHEET 6 — FOR SITE PHOTOGRAPHS. 3 AS —BUILT 2 04/27/18 BB KH REVISION if 1 12/27/16 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT OROYP • MGC-) ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO- 10092529 - ALLENTOWN 2 - SHORELINE PERMIT PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 6 OF 15 POLE NUMBER 033-1405918 NEUTRAL 31'8" SECONDARY 31'0" SECONDARY DRIP 30'10" SL 27'7" SL DRIP II 27'7" SCL BRACKET 23'1 " ZAYO ATTACH 24' 1 " POLE NUMBER 094-1405892 F/0 002 38' 11 ° NEUTRAL WEST 35'6" NEUTRAL 35'4" SECONDARY 34'10" SECONDARY DRIP 34'2" SL 32'8" SL DRIP 32'3" COMCAST SOUTH 29'7" COMCAST E/W 23'10" 74YO-ATTACH-------.- 30_1 " PLAN VIEW C POLE NUMBER 034-1405913 NEUTRAL 28'2" SECONDARY 28'2" SECONDARY DRIP 28'2" COMCAST 18'11" ZAYO ATTACH 19'11" 133'.. _. S115THST POLE NUMBER 035-1405917 NEUTRAL 31'9" SECONDARY 31'9" SL DRIP 27'7" SL 27'6" COMCAST 20'0" SPANGUY F/0 EAST 10'0" ZAYO ATTACH 21'0" DUWAMISHRIVER _-156' Q POLE NUMBER 036-1405904 NEUTRAL COMCAST STRAND F/0 ZAYO ATTACH OHWM 200' OHWM LIMIT 32'6" 22'3" 21'4" 23'3" I POLE NUMBER 038-1405909 SECONDARY DRIP 27'2" SECONDARY RACK 26'9" COMCAST 24'7" F/0 NORTH 24'2" F/0 EAST 21'10" ZAYO ATTACH 25'7" L t 7-001.4 Know what's below. Call before you dig. 0 50' 100' SCALE: 1 "=100' CONSTRUCTION NOTES PROPOSED STRAND & LASH (1) 144F CABLE ALONG EXISTING UTILITY POLES. 4O PROPOSED (1) 4" RISER ON EXISTING UTILITY POLE. PULL (1) 144F CABLE THROUGH. 3 AS —BUILT 2 04/27/18 BB KH REVISION # 1 12/27/16 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT lipmuroe aR0 P MC� ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAVO - 10092529 - ALLENTOWN 2 - SHORELINE PERMIT — PLANS.dwg CONFIDENTIAUPROPRIETARY SHEET: 7 OF 15 oft. �4� MATCH TO SHEET 7 PLAN VIEW D Ek .GAS- 1,1412 40TH , AVE'S‘ I S115THST .iz ear rr , &/ Inrrya�oid 1' 2' 3' 4' 5' 6' 7' 8' 9' 10' 11' STA. 1+00 EXISTING G j/ STA. 2+00 200' OHWM LIMIT 4016 S 115TH ST �� Jfrn / (2 J �/ �� i // STA. 3+00 CD �I �, 9 (, 2 STA. 4+00 cl STA. 5+00 27' 6' E IND GNP iMIP T 2' cc cc HORIZ. SCALE: 1"=20'-0" VERT. SCALE: 1"=5'-0" CONSTRUCTION NOTES O4 PROPOSED (1) 4" RISER ON EXISTING UTILITY POLE. PULL (1) 144F CABLE THROUGH. PROPOSED TRENCH (1) 4" CONDUIT. PULL (1) 144F CABLE THROUGH. REPAIR SURFACE PER LOCAL JURISDICTION STANDARDS. PROPOSED (1) 24" X36" X24" VAULT. CORE VAULT AND PLACE CONDUIT FROM TRENCH. COIL (1) 144F CABLE THROUGH. PROPOSED BORE (2) 1 Y4" CONDUITS. CONTRACTOR TO POTHOLE UTILITIES PRIOR TO BORE. PULL (1) 144F CABLE THROUGHOUT. PROPOSED 4'X6' BORE PIT. REPAIR SURFACE PER LOCAL JURISDICTION STANDARDS. POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAIN MINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROM EXISTING UTILITIES. Know what's below. CaII before you dig. 0 10' 20' 30' 40' SCALE: 1-=40' SYMBOL. CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. SEE SHEET #— FOR SITE PHOTOGRAPHS. 3 2 04/27/18 BB KH 1 12/27/16 BB MK NO. DATE ENGINEER DRAFTER AS —BUILT REVISION if 1 ORIGINAL COMMENT e• 0 R 0 PY Mae, ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529 - ALLENTOWN 2 - SHORELINE PERMIT — PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 8 OF 15 \ \, ,POLE NUMBER 011-1354997 OHG PWR SW / 32'.1 " DOWN GUY PWR / 31'5" OHG F/O SW / 22'0" ZAYO ATTACH / .' 23b" POLE NUMBER 054-1354518 NEUTRAL '30'9" SECONDARY 30'9" DOWN GUY 29' 11 " SECONDARY POWER RISER 27'9" SECONDARY DRIP I 27'3" SL 26'6" SL DRIP I 26'6" COMCAST ( 22'2" F/0 I 21'0" ZAYO ATTACH 23'2" -POLE NUMBER 101-i54626- NEU RAL_--- -'- _31- _SECONDARY----- -- 31'8" DOWN GUY SW 31'1" SL DRIP 26'11" SL 26'7" COMCAST 22'10" F/0 21'6" ZAYO ATTACH 23'10" POLE NUMBER 072-1405922 NEUTRAL 28'5" SECONDARY 28'5" SECONDARY POWER RISER 27'11" SECONDARY DRIP ! 7" SL DRIP / 25'0" SL 1 24'5" COMCAST ( 22'5" F/0 I. 21'2" ZAYO ATTACH / 23'5" *PWR MR - SHAPE + TAPE TO26'9' POLE NUMBER 142-1,40 915 SECONDARY \ 8'1" COMCAST (2 '11-" F/0 1 1'9" ZAYO ATTACH 23'11" MATCH TO SHEET 8 PLAN VIEW E -1" *PWR MR - BOND ST LT TO REDUCE MIDSPAN SECONDARY NUMBER 123-1354627 _POLE NEUTRAL 30'10" SECONDARY 30'10" SECONDARY POWER RISER 30'0" SECONDARY DRIP 29'8" SL 1 26'8" SL DRIP 26'6" COMCAST 25'9" Ff 0-I 24'9" ZAYO ATTACH 26'2" 200' OHWM LIMIT POLE NUMBER 122-1354503 NEUTRAL 31'5" SECONDARY 31'5" SECONDARY POWER RISER 30'10" SECONDARY DRIP 30'2" COMCAST 26'8" F/0 25'4" -2AY0_AIIAcl (--------27`5" *PWR MR - SHAPE + TAPE SEGO 1! ARY DRIP LOOP TO 30'9' POLE NUMBER 125;135450,6 NEUTRAL i 31'5" SECONDARY 31'3," SECONDARY DRIP 30'Q" SL 1 27'3," SL DRIP 27'2" COMCAV 27'0 F/0 26'0" ZAYO ATTACH 26'6T POLE NUMBER 124-1354635 NEUTRAL 31'2" SECONDARY 31'2" SECONDARY DRIP 30'10" COMCAST 27'3" F/0 25'11" ZAYO ATTACH 27'3" *MR - LOWER COMCAST TO 26'9' II DUWAMISH RIVER �.l T - do8'G MATCH TO SHEET 10 Know what's below. Call before you dig. 0 50' 100' SCALE: 1 "=100' CONSTRUCTION NOTES 2a PROPOSED STRAND & LASH (1) 144F CABLE ALONG EXISTING UTILITY POLES. O3 PROPOSED STRAND ONLY ALONG EXISTING UTILITY POLES. 0 PROPOSED (1) 4" RISER ON EXISTING UTILITY POLE. PULL (1) 144F CABLE THROUGH. 3 AS —BUILT 2 04/27/18 BB KH REVISION # 1 12/27/18 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT MVO. MG ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAVO. 10092529 - ALLENTOWN 2 - SHORELINE PERMIT PLANS.dwg CONFIDENTIAUPROPRIETARY SHEET: 9 OF 15 POLE NUMBER 126-1354628 NEUTRAL 31'0" SECONDARY 31'0" SECONDARY POWER RISER I 30'0" SECONDARY DRIP 29'4" COMCASTI 24'10" F/0 I 23'6" ZAYO ATTACH I 25'10" 120' i 116' *PWR MR - RAISE ST LT TO 26'0' POLE NUMBER 082-1354646 NEUTRAL 29'11" SECONDARY- 7--- --- - -1L2911 " SECONDARY DRIP 29'0" SL DRIP ; 25'3" SL 1 I 24'i10" COMCAST I 24'3" F/0 2,3'2" ZAYO ATTACK 24'10" 172' 200' -r- I 'PWR MR - EXTEND PWR RISER TO 29'8' POLE NUMBER 130-1354645 NEUTRAL 31'8" SECONDARY 31'8" SECONDARY POWER RISER 29'3" SECGN-DARY--DRIPr - - - -. _ - 28'9" SL I 1 147'9" SL DRIP j 27'9" COMCAST I 125'9" F/0 1 125'0" ZAn ATTACH 1 1 26'4" li 173' 42NDAVE S 200' OHWM LIMIT II I 143' I POLE NUMBER 154-13545/4 NEUTRAL 32'6" SECONDARY, 32'6" SECONDARY; DRIP i31'6" SL! DRIP I 126'9" -SN------_-1-__ _- ! 26'8" COMCAST I I "243" F 0 1 i 23'4" ZOO ATTACH 1 25'3" 157' OHWM POLE NUMBER 127-1354508 NEUTRAL 31'8" SECONDARY 31'8" SECONDARY DRIP 30'4" SL 26'11" SL DRIP 26'9" COMCAST 25'8" F/0 24'8" -ZAYO-rATFACH ___ 26'4" PLAN VIEW F DUWAMISH RIVER POLE NUMBER 119-1354521 OHG PWR 21'2" OHG .004 20'4" OHG F/O 19'0" ZAYO ATTACH 20'9" POLE NUMBER 129-1354630 NEUTRAL 30'6" SECONDARY POWER RISER 30'0" SECONDARY 29'6" SECONDARY DRIP 27'9" COMCAST 24'0" F/O 23'3" ZAYO ATTACH 24'10" —*PWRYv1R = SHAPE-+ TAPE..IEEONDARY-DR6' POLE NUMBER 131-1354505 NEUTRAL 30'8" SECONDARY 30'8" SECONDARY DRIP 30'3" COMCAST 25' 11 " OHG SW 24'9" COMM ARM 24'5" ZAYO ATTACH I 26'11" N. Know what's below. Call before you dig. 0 50' 100' CONSTRUCTION NOTES O2 PROPOSED STRAND & LASH (1) 144F CABLE ALONG EXISTING UTILITY POLES. 03 PROPOSED STRAND ONLY ALONG EXISTING UTILITY POLES. 3 AS —BUILT 2 04/27/18 BB KH REVISION / 1 12/27/16 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT MSC) ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO. 10092529 - ALLENTOWN 2-SHORELINE PERMIT PLANS.dwg SCALE: 1"=100' CONFIDENTIAL/PROPRIETARY SHEET: 10 OF 15 MATCH TO SHEET 10 POLE NUMBER 155-1\354643 NEUTRAL 131'101' SECONDARY 331'10 SECONDARY POWER RISER 131'2" SECONDARY DRIP \30'3" COM'CAST 24'6" F/0 2\1'6" ZAYO ATTACH 2 '6" OHWM \I POLE\ NUMBER 069-2496745 DOWN GUY WEST 22'3" OHG 1004 EAST 22'2" OHG -/0 EAST 21'0" OHG I /O 2 EAST 19'8" ZAYO TTACH 21'7" PLAN VIEW G tri 41' 1 140' Zco D C Oo z CD D 2Z0 POLE NUMBER 156-135444 DOWN GUY PWR EAST 2 '2r NEUTRAL-26'j0- SECONDARY 26' 110" SECONDARY DRIP 25 SL DR P 22'1 SL COMCAST F/.0 F/,0 2 E/W. ZAYO ft1TACH 22' " -1p 21'11" 20' " 19' 22'5" 200' OHWM LIMIT 200' S 122ND ST if' )I7 4/7-atie r Know what's below. CaII before you dig. 50' 100' SCALE: 1 "=100' CONSTRUCTION NOTES O2 PROPOSED STRAND & LASH (1) 144F CABLE ALONG EXISTING UTILITY POLES. AS —BUILT 2 04/27/18 BB KH REVISION # 1 12/27/18 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT aRO !Yo' MGEC G ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529 - ALLENTOWN 2 - SHORELINE PERMIT PLANS.dwg CONFIDENTIAUPROPRIETARY SHEET: 11 OF 15 TYPICAL DETAIL - A POLE ARRANGEMENT FOR AERIAL TO BURIED CABLE SEE DETNL H TYPICAL DETAIL - D SUPPORT STRAND AERIAL TYPICALS TYPICAL DETAIL - B POLE ARRANGEMENT FOR REPEATER OR HANDHOLE LOCATION CABLE LASHING WIRE CLAMP STNNLESS STEEL LASHER CABLE SUPPORT AND 1/2" SPACER CAUTION TAG FIBER OPTIC CABLE BLACK IN COLOR SEE DErNL H CABLE CLAMP CABLE U-GUAR GROUND LEVEL 42" MIN.I-HARDHOLE " 1TEELL BEND (38" RADIUS) STEEL CONDUIT TO USE APPROPRIATE PVC TO STEEL COUPLER VARIES FIBER CABLE TYPICAL DETAIL - G JOINING 045 LASHING WIRE REMOVE ANY SLACK IN THE LASHING WIRE BY MNNTNNING A PULL ON THE WIRE AND TAPPING THE STRAND SHARPLY. THEN FORM THE WIRE OVER THE STUD AND TIGHTEN THE NUT. CUT THE FREE END OF THE LASHING WIRE OFF 3/4" BEYOND THE END OF THE CLAMP. FORMING WIRE OVER STUD OF CLAMP FORM THE LASHING WIRE AROUND THE STRAND AND PLACE R BELOW THE STUD AND BETWEEN THE SECOND WASHER AND STUD SHOULDER. FORMING LASHING WIRE AROUND STRAND (X-MIN. OF 20 TIMES THE CABLE DIA.) POLE 6" MIN. POLE TOP VIEW CONDUIT ON QUARTER ON POLE LEAST EXPOSED TO TRAVEL WAY. NDUITS WITH DUCT PLUGS AND SIMPLEX PLUGS TYPICAL DETAIL - E SUSPENSION STRAND - PULL AWAY FROM POLE - 5 FEET OR MORE POLE TOP CABLE SUSPENSION BOLT CURVED WASHER 2 GUY HOOK SPACER NUT 5/8" X 2" ROUN WASHER CORNER SUSPENSION CLAMP TYPICAL DETAIL - H LASHING WIRE GRIP AND CLAMP C LASHING WIRE GRIP INSTALLED ON STRAND NOTE: LASHING WIRE SHOULD FOLLOW LAY OF STRAND WIRES UNDER GRIP. CLAMPING NUT THREADED STUD GROOVED PLATES D CABLE LASHING CLAMP 1ST LASHING WIRE 2ND LASHING WIRE TERMINATING NUT TYPICAL DETAIL - C TYPICAL CABLE & HARDWARE INSTALLATION (6.6M STRAND \ 1OM STRAND) GROUND WIRE CLAMP 8.6M OR 10M STRAW STAINLESS STEEL LASHER CABLE SUPPORT AND 1/2" SP /6 INSULATED COPPER WIRE AND 103/4" COPPER CLAD GROUND ROD CABLE GUIDE TO CABLE REEL CABLE LASHING WIRE CLAMP CAUTION TAG FIBER OPTIC CABLE ORANGE IN COLOR POLE 1111118 GROUND EVERY 1/4 MILE AT STRAND TO SHEATH BOND LOCATION TYPICAL DETAIL - F TYPICAL ARRANGEMENT OF CABLE LASHER AND CABLE GUIDE APPROX. 4" SNAP PULLING UNE CABLE LASHER CABLE TYPICAL DETAIL - I SUSPENSION STRAND - PULL TOWARD POLE - LESS THAN 5 FEET CURVED WASHER CABLE SUSPENSION BOLT 2 GUY HOOK SPACER NUT CABLE SUSPENSION CLAMP GROUND LEVEL CURVED WASHER 5/8" CABLE SUSPENSION BOLT Know what's below. Cali before you dig. 3 AS -BUILT 2 04/27/1E1 BB KH REVISION / 1 12/27/16 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT yo• MCC] frMII ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529 - ALLENTOWN 2 - SHORELINE PERMIT PLANS.dwg CONFIDENTIAUPROPRIETARY SHEET: 12 OF 15 UNDERGROUND TYPICALS 6" MIN. 12" 36" MIN DEPTH 4" 4" EXISTING GROUND WARNING TAPE BACKFILL (8" LAYERS) BACKFILL (COMPACTED @ 90 % ) HDPE DUCT CLEAN BACKFILL BACKFILL (COMPACTED EARTH @ 90%) TYPICAL TRENCH IN SOIL DETAIL SCALE: NTS FCA243624T-00006 FIBERGLASS / POLYMER CONCRETE ASSEMBLY 24"X36"X24" (For actual dimension,seedraoing) Fiberglass/ Polymer Concrete Assembly, Tapered Sides, No Floor, WUC 3.6, ANSI/SCTE 77-"T15/20K, "3/8 " Hex Bolts, Standard Nameplate (Specify at time of order) Installed LOAD RATINGS Incidental traffic- Parking Lot, Sidewalk Conforms to: WUC 3.6 ASTM C 857 ANSI/SCTE 77 FEATURES: UL classified polymer concrete Drop -in nameplate Shipped assembled Skid resistant cover Stainless steel bolts Cast -in Boating nut box - Integral drain holes Additional product Information continued on the reverse Composites for In7rastructure 262e Kansas Avenue Riverside, corltomla 92507 951.787.0600 951.787.0832 (rax) Inlo@newbaSla.cnm newbeals.com Inside Dimensions Length Width 333\8" 211\2" 44 1\4" 32 5\8" Depth 21" NB2436 HANDHOLE DETAIL SCALE: NTS COVER No. 23-2436P 350 lbs. VAULT No. 233-BL 1,750 Ibe. 2" HMA (CL 1/2") OVER 12" PCC CLASS 6.5 (CL 1-1/2") OVER 6" TYPE 2 CRUSH ROCKS, MATCHING EXISTING OR GREATER EX. ASPHALT SURFACE 2" HMA (CL 1/2") 12" PCC CLASS 6.5 (CL 1-1/2") 6" MIN. TYPE 2 CRUSHED ROCK COMPACTED BACKFILL 6" SAND COVER 6" SAND BEDDING PANEL WIDTH PER PLAN TYPICAL ASPHALT TRENCH DETAIL SCALE: NTS 24-0 HOLE 233LA VAULT DETAIL .3' 8" SCALE: NTS Know what's below. Call before you dig. 3 AS —BUILT 2 04/27/18 BB KH REVISION / 1 12/27/16 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51 ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529 - ALLENTOWN 2 - SHORELINE PERMIT PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 13 OF 15 OHWM LIMIT SECTION 'A' FACING EAST NOT TO SCALE 107' 200' CROSS SECTIONS FENCE SAW 114' WESTBOUND 50' 4. EASTBOUND sw w r•1e, 43' ociys at. 90 9 EL. 24' (APPROX) 200' S 115TH ST PROPOSED 4'X6' BORE PIT =- 11:=II--H =11=. II=. III ,1 =1i=. 1=f. —Ifh'Ir 39' FENCE rr...rrrrrrrrrrr.....r...r..,...r.rrrrrrrrrrrrrrrrr..rrrrrrrrrrrrrrrr..r..rrrr� SECTION 'B' FACING EAST NOT TO SCALE snN 30' € WESTBOUND S 115TH ST EASTBOUND rrrrrrr.,rrrrrrrrrrrrrrr.,rrrrrrr 1 q I PROPOSE q 4'X6' BORE PIT & HAND OLE 12' 5 1'A 'ctte UTILITY POLE 77 1`;:- 42' 14' OHW EL. 10' (APPROX) . "II II II II II -I I= '0A EL. 24' (APPROX) OHW EL. 10' (APPROX) 14' Know what's below. CaII before you dig. 3 AS —BUILT 2 04/27/18 BB KH REVISION tf 1 12/27/16 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT IpAluo• G CP11, P MGC-) ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZALYO -. 10092529 - ALLENTOWN 2 - SHORELINE PERMIT — PLANS.dwg CONFIDENTIAUPROPRIETARY SHEET: 14 OF 15 PROPOSED 4'X6' BORE PIT & HANDHOLE SECTION 'C' FACING EAST NOT TO SCALE PROPOSED 4'X6' BORE PIT & HANDHOLE SECTION 'D' FACING EAST NOT TO SCALE CROSS SECTIONS UTILITY POLE WESTBOUND S 115TH ST EL. 23' (APPROX) OHW EL. 10' (APPROX) EL. 24' (APPROX) C ! T- dod''G Know what's below. CaII before you dig. AS —BUILT 2 04/27/18 BB KH REVISION # 1 12/27/16 BB MK ORIGINAL NO DATE ENGINEER DRAFTER COMMENT ORO11P MGC ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529 - ALLENTOWN 2 - SHORELINE PERMIT PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 15 OF 15 AT1 - CHMENT B The proposed project is for installation of fiber-optic facility to be installed aerially to existing utility poles and installed underground via boring that requires approximately 100 square feet of exposed ground for bore pits and trenching and approximately 42 cubic yards of excavation and fill of native soil. 1. Describe the existing condition of the shoreline area and riverbank. For example, what plants and how much vegetation currently exist within the 200 foot shoreline jurisdiction; what is the condition of the shoreline (how steep are the banks, is there any erosion or slope failure, what are the soils like); is there "hard armoring" on the riverbank (for example, concrete or wooden bulkheads, metal sheet piling, rip -rap [rocks or concrete/asphalt blocks]), is there paving or are there any structures within the 200 ft. shoreline jurisdiction; are there any docks, piers, decks or other structures near or over the water; are there any above -ground or below ground utilities; etc.? a. The current condition of shoreline is vegetated and steep from edge of right of way. No hard armoring. No visible erosion or slope failure. No visible bulkheads or rip -rap. East Marginal Way S bridge crosses Duwamish River and S 115th St runs parallel to Duwamish River. No other structures over water. There is above ground utilities that run parallel to Duwamish River as well as utilities crossing river. 2. How will your project change the existing condition of the shoreline described above? a. The proposed project will not change the existing conditions beyond adding one fiber optic line to the existing utilities. The project is adding one fiber optic line by attaching to existing utility poles and approximately 600 feet of directional drilling and approximately 100 square feet of ground disturbance for trenching from bore pit to utility pole. Trenching will not change the existing condition as it will be located within the road right of way and is already disturbed with pavement. 3. Answered no to all questions. Therefor no net loss analysis is required. 4. The way to achieve no net loss of ecological function is to mitigate the loss through one or a combination of the mitigation sequencing steps identified below. If preparing a No Net Loss analysis, please discuss how your project addresses the following mitigation sequencing steps (TMC 18.44.070 H.3.): a. Avoiding the impact altogether by not taking a certain action or parts of an action; b. Minimizing impacts by limiting the degree or magnitude of the action and its implementation by using appropriate technology or by taking affirmative steps to avoid or reduce impacts; c. Rectifying the impact by repairing, rehabilitating, or restoring the affect environment; W *= C E V E D DEC 20 2017 ATTACHMENT B d. Reducing or eliminating the impact over time by preservation and maintenance operations; e. Compensating for the impact by replacing, enhancing, or providing substitute resources or environments; and f. Monitoring the impact and the compensation projects and taking appropriate corrective measures. The applicant will achieve no net loss by compensating for the impact by replacing, enhancing, or providing substitute resources or environments; and restoring surface to city standards to as good or better than prior condition. Everything proposed is being completed under pavement/sidewalk. Boring does not remove or add fill. ATT..CHMENT C City of Tukwila Notice Of Application Shoreline Substantial Development Permit Zayo Fiber Optics Installation-- Allentown 2, City File# PL18-0029 Project Planner: Lindsay Brown, Lindsay.Brown@tukwilawa.gov or 206.433.7166 File# PL18-0029 Applicant: Jason Accuardi for Zayo Property Owner: City of Tukwila right-of-way Project Location: Along S. 115th St and 42nd Ave S. from East Marginal Way to S. 122nd Street, north and east of the Duwamish River. Project Description: Installing fiberoptic cabling utilities underground and along above -ground utility poles. A Shoreline Substantial Development Permit is required for work within the Shoreline overlay zone. Your written comments on the project are requested and can be delivered to Dept. of Community Development, 6300 Southcenter Blvd, Suite 100, Tukwila WA 98188. Comments must be received by 5:00p.m. on June 20, 2018. You may view the application, request a copy of any decision, comment on the project, and learn your appeal rights by contacting the project planner listed above, or by visiting our offices Monday through Friday, 8:00am to 5:00 pm at DCD, 6300 Southcenter Blvd, Suite 100, Tukwila WA 98188. City of Tukwila Notice Of Application Shoreline Substantial Development Permit Zayo Fiber Optics Installation— Allentown 2, City File# PL18-0029 Project Planner: Lindsay Brown, Lindsay.Brown@tukwilawa.gov or 206.433.7166 !� . `"` ' ` -' w R; File# PL18-0029 �l��tla Applicant: Jason Accuardi for Zayo Property Owner: City of Tukwila right-of-way �} ' .z Project Location: Along S. 115th St and 42nd Ave S. from East ' * j j�'' 'I + Marginal Way to S. 122nd Street, north and east of the .51Y h �� t: Duwamish River. Project Description: Installing fiberoptic cabling utilities underground and along above -ground utility poles. A Shoreline Substantial 5 - �- �-� Development Permit is required for work within the Shoreline overlay ;;,` zone. zt'�4 �. �tj} i--1411111111111 1. .. Your written comments on the project are requested and can be delivered to Dept. of Community Development, 6300 Southcenter Blvd, Suite 100, Tukwila WA 98188. Comments must be received by 5:00p.m. on June 20, 2018. You may view the application, request a copy of any decision, comment on the project, and learn your appeal rights by contacting the project planner listed above, or by visiting our offices Monday through Friday, 8:00am to 5:00 pm at DCD, 6300 Southcenter Blvd, Suite 100, Tukwila WA 98188. ATTACHMENT C City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 You are receiving this notice because you are a property owner or tenant within 500ft of this project. 6/25/2018 Mail - Lindsay.Brown@TukwilaWAge 7 3HMENT D Re: File PL17-0029 Zayo Lindsay Brown Thu 5/31/2018 4:50 PM To:Angela Steel <angelasb13@hotmail.com>; d 1 attachments (4 MB) ZAYO -10092529 - ALLENTOWN 2 - TUKWILA - SHORELINE PLANS - 04.27.18.pdf; Hi Angela, Attached are the Zayo plans for above and below -ground work in and near the Shoreline. There are no generators involved, just the running of fiberoptic lines through conduit. Let me know if you have any questions, or if you'd like to be a party of record and receive future notifications about this project, or make your comments part of the public record. Take care, Lindsay Lindsay Norris Brown, Assistant Planner Department of Community Development City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 206-433-7166 lindsay.brown@tukwilawa.gov The City of opportunity, the community of choice. From: Angela Steel <angelasb13@hotmail.com> Sent: Thursday, May 31, 2018 6:39:09 AM To: Lindsay Brown Subject: File PL17-0029 Zayo Hi Could you please send me plans for this project that show all new installations and if there are proposals for tree/vegetation removal? If there are above -grade installations, including antennas, I would like to see the specs for the proposed infrastructure. At a minimum, you should not allow installations that emit sound (e.g. generators) or light. Thanks Angela Steel 11540 40th Ave S Get Outlook for Android https://outlook.office365.com/owa/?realm=TukwilawA.gov&exsvurl=1 &II-cc=1033&modurl=0&path=/mail/search 1/1 6/25/2018 Mail - Lindsay.Brown a©TukwilalixTTAC H M E N T D Re: Zayo Fiber Optics Install on S 115th Lindsay Brown Wed 6/20/2018 12:11 PM To:georgina- on-the-Duwamish <georgina-on-the-duwamish@comcast.net>; a 3 attachments (2 MB) ZAYO Pages 1-7 plan set_Page_7jpg; ZAYO Pages 1-7 plan set_Page_6jpg; ZAYO Pages 1-7 plan set_Page_1jpg; Hi Georgina, I replied -all, so hopefully anyone you bcc'd will see this message, too. Unfortunately I made a typo in my email to you: the project number is L17-0086, but the link still works. Click here to access the files and type in project number "L17-0086"; the most recent set is dated 4.27.2018. Since the files are large in size, I chose to include three of the most relevant pages from the plan set as image attachments to the email- the overview of the route (page 1), the detail of the section that will be underground (Page 6), and a typical section where the cables will be above -ground and attached to existing utility poles (Page 7). The underground section is approximately 240 feet long using directional drilling- the applicant will drill 2 bore pits into the ground 240' apart and then use an underground drill to create the space for cables to run 3 feet underground between the pits. If you or any of your neighbors would like to meet with me here at City Hall, I'm available from 1:30 to 4pm today and tomorrow from 9am-noon and 1:15-3pm; feel free to come by within those hours and I can review the plans with you and accept any written comments. Thank you, Lindsay Lindsay Norris Brown, Assistant Planner pronouns: she/her/hers Department of Community Development City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 206-433-7166 lindsay,brown@tukwilawa.gov The City of opportunity, the community of choice. From: georgina- on-the-Duwamish <georgina-on-the-duwamish@comcast.net> Sent: Wednesday, June 20, 2018 11:12 AM To: Lindsay Brown Subject: Re: Zayo Fiber Optics Install on S 115th https://outlook.office365.com/owa/?realm=TukwilaWA.gov&exsvurl=1 &II-cc=1033&modurl=0&path=/mail/sentitems 1/3 6/25/2018 Mail - Lindsay.Brown@TukwilaWVAg .1 v H M E N T D Hi Lindsay, Thanks for your in-depth reply to my request for more information on the shoreline work along the river. This work will affect Duwamish residents located on the river the most, but I wanted to let all neighbors in our Duwamish email group know what was going on (via bcc). You mention the installation of underground vaults near E. Marginal Way S. This vault work sounds as though it'll have the most impact on our community. Exactly how far will this work extend down S. 115th? I'm sure the neighbors closest to this work will want to know. I tried clicking the link to access the plan set but couldn't get through. Is there an alternate route? Thanks for all the information. I like your offer to meet in person. I also like your observation that residents can submit comments which the applicant can respond to and thereby become part of the public record for this project. Written or in -person comments can be submitted to Dept. of Community Development, 6300 Southcenter Blvd., Ste. 100, Tukwila 98188. I see that the deadline for submitting comments is 5pm tomorrow, June 21. Georgina georgina-on-the-Duwamish On June 5, 2018 at 1:50 PM Lindsay Brown <Lindsay.Brown@TukwilaWA.gov> wrote: Hi Georgina, Thank you for your email. The plan set is a little too large to send via email, but you can take a look by clicking on this link and in the space for Project number, typing in "L7-0086" and looking at the attachments toward the bottom of your screen. The most recent plan set is dated 4.27.2018. In addition to the Shoreline permit, ZAYO will also need a franchise permit issued by Public Works in order to install the fiberoptic cables. Public Works and Building permits are issued for work between 7am and 5pm weekdays only; special permission to work on weekends is possible, but rare. Noise, dust, and vibrations will be limited to the areas where ZAYO proposes to install underground vaults, near E. Marginal Way. These two proposed bore pits will require drilling into the ground up to 3' deep. Some noise, dust and vibrations are common for bore pit creation due to construction machinery, but limited to the area surrounding the bore pits. For the other segments (not involving underground work), the fiberoptic will be installed above -ground along utility wires. This installation will create some noise due to construction equipment (lifts, attachments, etc.) but will be significantly less than the underground boring activity. If you have any other questions, have trouble accessing the plan set, or would like to meet with me in person to review plans and discuss the project, please let me know. You also have the option of submitting comments which the applicant can respond to, and becoming part of the public record for this project. Take care, Lindsay https://outlook.office365.com/owa/?realm=TukwilaWA.gov&exsvurl=1 &II-cc=1033&modurl=0&path=/mail/sentitems 2/3 6/25/2018 Mail - Lindsay.Brown@TukwilaV l.TAC H M E N T D Lindsay Norris Brown, Assistant Planner Department of Community Development City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 206-433-7:166 lindsay.brown@tukwilawa.gov The City of opportunity, the community of choice. From: georgina- on-the-Duwamish <georgina-on-the-duwamish@comcast.net> Sent: Sunday, June 3, 2018 5:33 PM To: Lindsay Brown Subject: Zayo Fiber Optics Install on S 115th Glad to have received the postcard regarding the application for a fiber optics installation permit on S. 115th St. and 42nd Ave. S. I'm interested in knowing the hours of operation and physical impacts -- noise, lights, vibrations, dust, drilling, and so on -- that aren't mentioned on the project postcard. I live across the river from S 115th, so I'm asking for me and my neighbors. Including birds, marine life, wildlife, waterfowl and other animals and life forms who call the land and river home. Georgina "Remembering that you are going to die is the best way 1 know to avoid the trap of thinking you have something to lose. You are already naked. There is no reason not to follow your heart." -- Steve Jobs TurnOffTheMachine.com TOTM Landing CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. https://outlook.office365.com/owa/?realm=TukwilaWA.gov&exsvuri=1 &II-cc=1033&modurl=0&path=/mail/sentitems 3/3 I CO 9'iFtSii • \ �, n w w 11222E MARGINAL WAY 5 - V1s W _ - . .... �-- -may._.- _ _ •- _- "°° S IISTHST O — 1_ w Ferny \ a)s PLAN VIEW �^ j .{ : "rye :'s �3 : ' B i.- - DUWA liSHI RJVE'R , W /'' J U ' S� g STA. 0+00 STA. 1+00 STA. 2+00 STA. 3+00 '=X65i ING GRADE % %. 1' 5' 6' T ATTACHMENT E Future road trench, o building ess..Oft '"'101 • Critical root zone urn root prune 'Dnpline' No entry, even tor storage 5/17/2018 Mail - Lindsay.Brown@TukwilaWA.gov RE: Zayo Allentown Cc,..Iplete Application Jewel Stevenson <jewel@mgctechnical.com> Thu 5/17/2018 11:51 AM To: Lindsay Brown <Lindsay.Brown@TukwilaWA.gov>; Cc:Paul McClure <paul.mcclure@zayo.com>; wwapermits@zayo.com <wwapermits@zayo.com>; Rob Bates <rob@mgctechnical.com>; Hi Lindsay, Thank you, we appreciate it. Please see responses to your question below, please let us know if you have any additional questions. #1— Majority of the fiber optic cable is on the North Side of 115th until we approach E Marginal Way. This is due to pole placement by SCL. This is the path of least resistance. #2 — Boring is Tess disruptive to the root system than trenching. Our plans state the bore path will maintain a 3' minimum depth, however, the contractors are boring at an average of 6' with the goal to be under the root system as much as possible. I am working on obtaining the dimensions you requested and will return those to you as soon as possible. Thank you, Jewel Stevenson MGC Technical Consulting, Inc. 6244 185th Ave NE, Suite 250 Redmond, WA 98052 jewel@mgctechnical.com Direct: (206) 661-0163 From: Lindsay Brown <Lindsay.Brown@TukwilaWA.gov> Sent: Thursday, May 17, 2018 10:10 AM To: jason.accuardi@zayo.com; Jewel Stevenson <jewel@mgctechnical.com> Subject: Zayo Allentown Complete Application Hi Jason and Jewel, Attached is a letter stating that your application for a Shoreline permit is complete. https://outlook.office365.com/owa/?realm=TukwilaWA.gov&exsvurl=1 &11-cc=1033&modurl=0#x_Wine&path=/mail/inbox 1/2 5/17/2018 Mail - Lindsay.Brown@TukwilaWA.gov In the meantime, I have a few quL,cions to ask pertaining to the ShoreIL _ permit: 1) Why couldn't the fiber optic cables be installed on the north side of 115th (underground or above ground)? Could the fiber optic cables be routed above ground in the shoreline buffer area, eliminating the need for boring a vault? (Why is routing in the Shoreline buffer the only feasible option?) 2) The boring looks like it will disrupt the root zone of several trees planted along the Shoreline. Please provide the dimensions of the boring trench, and dimensions of the vaults proposed. The comment period for Shoreline permits is 30 days; I will mail the Notice of Application postcard to residents and property owners within 500' of the project boundaries on Wednesday, May 23rd. No notice board is required of Shoreline Permit applications. Thanks much, Lindsay Lindsay Norris Brown, Assistant Planner Department of Community Development City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 206-433-7166 lindsay.brown@tukwilawa.gov The City of opportunity, the community of choice. https://outlook.office365.com/owa/?realm=TukwilaWA.gov&exsvurl=1 &II-cc=1033&modurl=0#x_Wine&path=/mail/inbox 2/2 5/18/2018 Mail - Lindsay.Brown@TukwilaWA.gov RE: Zayo Allentown Cu. nplete Application Jewel Stevenson <jewel@mgctechnical.com> Fri 5/18/2018 6:05 AM To: Lindsay Brown <Lindsay.Brown@TukwilaWA.gov>; Cc:Rob Bates <rob@mgctechnical.com>, Hi Lindsay, Apologies for all of the emails—the dimensions should be: (4) 4'x6'x3' Bore Pits (3) 24"x36"x24" Vaults 42' of Trench - 1' wide, with a minimum depth of 6" Please let me know if you need additional information on this. Thanks, Jewel Stevenson MGC Technical Consulting, Inc. 6244 185th Ave NE, Suite 250 Redmond, WA 98052 jewel@mgctechnical.com Direct: (206) 661-0163 From: Jewel Stevenson Sent: Friday, May 18, 2018 5:17 AM To: 'Lindsay Brown' <Lindsay.Brown@TukwilaWA.gov> Cc: 'Paul McClure'<paul.mcclure@zayo.com>;'wwapermits@zayo.com' <wwapermits@zayo.com>; Rob Bates <rob@mgctechnical.com> Subject: RE: Zayo Allentown Complete Application Hi Lindsay, Paul has additional notes to add in regard to your questions, please see below: 1. Why couldn't the fiber optic cables be installed on the north side of 115th (underground or above ground)? Could the fiber optic cables be routed above ground in the shoreline buffer area, eliminating the need for boring a vault? (Why is routing in the Shoreline buffer the only feasible option?) Path of least resistance and cost. It is also following the utilities that are already there I believe. https://outlook.office365.com/owa/?realm=TukwilaWA.gov&exsvurl=1 &II-cc=1033&modurl=0#x_Wine&path=/mail/inbox 1/4 5/18/2018 Mail - Lindsay.Brown@TukwilaWA.prw 2. The boring looks like it will disrc.,,. the root zone of several trees planted alc,. the Shoreline. Please provide the dimensions of the boring trench, and dimensions of the vaults proposed. At this time of year it's not health for a tree to be trimmed ( puts the tree in shock ). Boring is the least adhesive to the trees this time of year. If a tap root is hit. The mud from the bore head repairs the tree root like a bandage. So it never know it was damaged. 3" bore and NO TRENCHING the vaults are 24x36x24. We have went to 6' in deep to miss a lot of the root systems of the tree's Thank you, Jewel Stevenson MGC Technical Consulting, Inc. 6244 185th Ave NE, Suite 250 Redmond, WA 98052 jewel@mgctechnical.com Direct: (206) 661-01.63 From: Jewel Stevenson Sent: Thursday, May 17, 2018 11:51 AM To: 'Lindsay Brown' <Lindsay.Brown@TukwilaWA.gov> Cc: 'Paul McClure'<paul.mcclure@zayo.com>;'wwapermits@zayo.com' <wwapermits@zayo.com>; Rob Bates <rob@mgctechnical.com> Subject: RE: Zayo Allentown Complete Application Hi Lindsay, Thank you, we appreciate it. Please see responses to your question below, please let us know if you have any additional questions. #1— Majority of the fiber optic cable is on the North Side of 115th until we approach E Marginal Way. This is due to pole placement by SCL. This is the path of least resistance. #2 — Boring is less disruptive to the root system than trenching. Our plans state the bore path will maintain a 3' minimum depth, however, the contractors are boring at an average of 6' with the goal to be under the root system as much as possible. I am working on obtaining the dimensions you requested and will return those to you as soon as possible. Thank you, Jewel Stevenson MGC Technical Consulting, Inc. 6244 185th Ave NE, Suite 250 Redmond, WA 98052 jewel@mgctechnical.com Direct: (206) 661-0163 https://outlook.office365.com/owa/?realm=TukwilaWA.gov&exsvurl=1 &II-cc=1033&modurl=0#x_Wine&path=/mail/inbox 2/4 ADDRESS: 12234 51ST PL S., TUKWILA, WA. 98178 PROJECT NAME:10092529 - ALLENTOWN 2 - SHORELINE PERMIT • 1► DUWAMISH RIVER IIJ D 4 RP% WOW imaith • 111 •i1.twl 1l" nI ite 4 • 000 w' IMIE NNE a - KIE eat V 3•�i��►1. SIN >r�i,+,. I — SITE LOCATION 10* _'11I1:1II iiiiiu Biro': lbw 14110.,4 444 Eirme Ron 11! �-r EIJUIIIiIUIIU �1IHIII111111111: MI mai ■ Iw � tallim.��i�►4$ ma ■abail11UU■b.��.#. I• [II \7T L II1 1 I III I L I �s •I • Ci 7-008.( Know what's below. Call before you dig. 0 500' 1000' SCALE: 1 "=1000' CONTACTS ZAYO CONTACT: SCOTT MORRISON 22651 83RD AVE S KENT, WA 98032 C. 206.596.7988 SCOTT. MORRISON@ZAYO. COM BRYSON BAILY MGC TECHNICAL CONSULTING, INC. 8521 154TH AVE NE REDMOND, WA 98052 C.206.799.3001 BRYSON@MGCTECHNICAL.COM SHEET INDEX 1. COVER SHEET / SITE LOCATION 2. LEGEND 3. GENERAL NOTES 4. EROSION CONTROL PLANS 1-12. PLAN VIEW A - G 13. AERIAL TYPICALS 14. UNDERGROUND TYPICALS 15. CROSS SECTIONS 15. CROSS SECTIONS SCOPE OF WORK: FROM AN EXISTING ZAYO VAULT AND SPLICE CASE ON THE EAST SIDE OF EAST MARGINAL WAY S. INSTALL (1) 144F CABLE USING AERIAL AND UNDERGROUND CONSTRUCTION SOUTH ON EAST MARGINAL WAY S, EAST ON S 115TH ST, SOUTH ON 42ND AVE S, EAST ON S 122ND ST AND SOUTH TO 51ST PL S TO AN EXISTING AT&T MEET -ME VAULT ON THE EAST SIDE OF THE ROAD. THEN USE EXISTING VAULTS, CONDUIT AND PULL-BOX'S TO THE PROPOSED ZAYO EQUIPMENT LOCATION AT 12234 51ST PL S. SET VAULTS ALONG THE WAY AND PULL (1) 144F CABLE THROUGHOUT. RECEIVED APR 272018 De aninopine t 3 AS —BUILT 2 04/27/18 BB KH REVISION % 1 12/27/18 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT o• f3RO P 11110.11.41. MGC ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAVO - 10092529-ALLENTOWN 2 - SHORELINE PERMIT — PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 1 OF 15 LINETYPES AM AM • F/O T • E SEW SD TV STM OIL ABBREVIATIONS F/o F AERIAL FIBER — EXISTING AERIAL FIBER — ATTACH AERIAL FIBER — OVERLASH STRAND — EXISTING STRAND — PROPOSED CONDUIT — EXIST1NG CONDUIT — PROPOSED INNERDUCT — EXIST1NG INNERDUCT — PROPOSED GAS WATER TELEPHONE FIBER OPTIC ELECTRIC SANITARY SEWER (SEW) STORM DRAIN CABLE TV STEAM OIL UNKNOWN UTILITY FENCE RIGHT OF WAY EDGE OF PAVEMENT ASW ASPHALT SIDEWALK BIP BLACK IRON PIPE BSP CSW ELECT. EOP EOTW FOC F/O HDPE HH JB MH MP 0/S PR PVC RGS ROW SEW SD STA. STM TEL BLACK STEEL PIPE CONCRETE SIDEWALK ELECTRIC EDGE OF PAVEMENT EDGE OF TRAVEL WAY FACE OF CURB FIBER OPTIC HIGH DENSITY POLYETHYLENE HANDHOLE JUNCTION BOX MANHOLE MILE POST OFFSET POWER RISER POLY VINYL CHLORIDE RIGID GALVANIZED STEEL CONDUIT RIGHT OF WAY SANITARY SEWER STORM DRAIN STATION STEAM TELECOM LEGEND SYMBOLS c 3 0 O ■ RISER — EXISTING RISER — PROPOSED CATCH BASIN/INLET (RECTANGULAR) CATCH BASIN/INLET (ROUND) FIRE HYDRANT WATER/GAS VALVE UGHT POST STREET UGHT TRAFFIC LIGHT ARM TREE CULVERT WING WALL BRIDGE STREET SIGN ADA RAMP UTILITY POLE — EXISTING UTILITY POLE — PROPOSED TRAFFIC RATED VAULT — EXISTING (SIZE AND UTILITY TYPE MAY VARY) TRAFFIC RATED VAULT — PROPOSED (SIZE MAY VARY) HANDHOLE — EXISTING (SIZE AND UTILITY TYPE MAY VARY) HANDHOLE — PROPOSED (SIZE MAY VARY) PEDESTAL — EXISTING (SIZE AND UTILITY TYPE MAY VARY) PEDESTAL — PROPOSED (SIZE MAY VARY) WET UTILITY MANHOLE — EXISTING (SIZE AND UTILITY TYPE MAY VARY) BORE PIT — PROPOSED (SIZE MAY VARY) O UTILITY POTHOLE FDP FDP PB PB O TRANSMISSION/DISTRIBUTION POLE TRANSMISSION POLE DISTRIBUTION POLE GROUND/BOND AERIAL STORAGE — EXISTING AERIAL STORAGE — PROPOSED VAULT/BUILDING STORAGE — EXISTING VAULT/BUILDING STORAGE — PROPOSED POLE ANCHOR/DOWN GUY — EXISTING POLE ANCHOR/DOWN GUY — PROPOSED DOWN GUY TO EXISTING ANCHOR — PROPOSED SPUCE POINT — EXISTING SPLICE POINT — PROPOSED TERMINATION — EXISTING TERMINATION — PROPOSED PULLBOX — EXISTING PULLBOX — PROPOSED CONSTRUCTION NOTE / RESTORATION CALLOUT PHOTO —MARKER NORTH ARROW INFORMATION TABLES POLE NUMBER # EXISTING UTILITY 0'-0" PROPOSED ATTACH O'-0" #F IN: OUT: #F IN: TAIL: #F TAIL: OUT: HATCH PATTERNS UTILITY POLE INFORMATION TABLE (NUMBER OF ATTACHMENTS MAY VARY) SEQUENTIAL IN/OUT CALLOUT SEQUENTIAL IN/TAIL CALLOUT • 1 SEQUENTIAL TAIL/OUT CALLOUT E E E E E e w E E E E E f f ! Know what's below. Call before you dig. CONCRETE SIDEWALK GRASS/VEGETATION GRAVEL WATER 3 2 04/27/18 BB KH 1 12/27/16 BB MK NO. DATE ENGINEER DRAFTER AS —BUILT REVISION / 1 ORIGINAL COMMENT FAY • MG MG s Ei ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529 - ALLENTOWN 2 - SHORELINE PERMIT PLANS.dwg CONFIDENTIAUPROPRIETARY SHEET: 2 OF 15 GENERAL NOTES The locations of utilities shown on these drawing are only approximate. MGC TECHNICAL CONSULTING, INC. is not responsible for the exact location of utilities. Persons working in the area covered by this drawing must contact the statewide Call -Before -You -Dig System (811) to ascertain the location of underground utilities prior to performing any excavation. GENERAL 1. At least one week before beginning construction, contact Public Works Utilities Inspector and schedule a preconstruction meeting. 2. Notify the Utilities Inspector at 206-433-0179 at least 48 hours (2 working days) before starting project site work. 3. Request a Public Works utility inspection at least 24 hours (1 working day) in advance by calling 206-433-0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available at the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre -approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved by the Public Works Director. 8. Contractor shall maintain a current set of record drawings on -site. 9. Contractor shall provide record drawings prior to project finai approval. 10. Contractor shall provide traffic control and street maintenance plan for Public Works approval before implementation. 11. All surveying for public facilities shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. For projects within a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929. Horizontal datum shall be State Plane Coordinates. 12. The Contractor shall replace, or relocate all signs damaged or removed due to construction. PAVEMENT RESTORATION 1. Compact backfill to compaction of undisturbed ground or compact backfill to meet City standards. 2. Restore pavement to its original condition immediately following backfilling or when concrete is cured. a. Except for winter or other weather conditions which prevent paving, complete paving, resurfacing, or facility replacement : • On principal arterial, major or collector street within 3 calendar days. • On other streets within 7 calendar days b. For work prevented due to weather: • Provide a temporary patch. • Provide a construction schedule addressing means and methods to minimize traffic disruption and to complete work as quickly as possible. AERIAL NOTES 1. ALL CONSTRUCTION IS TO BE PREFORMED TO INDUSTRY ACCEPTABLE STANDARDS. 2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENTS TO BE DOCUMENTED AT THE TIME OF CONSTRUCTION. 3. 6.6M STRAND TO BE USED WITH STANDARD 5/8" POLE LINK HARDWARE UNLESS OTHERWISE SPECIFIED BOND STRAND TO POWER MAIN WHERE APPLICABLE. 4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE 5. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC ALONG WITH APPLICABLE LOCAL & REGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PRINTS IS TO BE VALIDATED WITH THE DESIGNER OR OWNER PRIOR TO CONSTRUCTION. 6. ALL PVC OR HDPE CONDUITS ARE TO BE PLUGGED WITH COMPRESSION STYLE PLUGS. ANY CONDUITS CONTAINING FIBER CABLE REQUIRE SIMPLEX COMPRESSION PLUGS SEALING THE CONDUIT AROUND THE CABLE. UTILITY NOTES 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches. All trench safety systems shall meet WISHA requirements. 2. Place power, cable, fiber optics, and telephone lines s in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins, and valves in public rights -of -way or easements after asphalt paving. WORK IN RIGHT-OF-WAY 1. When activity is unattended, install a sign with minimum two-inch letters stating Permittee or company name, and day and evening phone numbers. TMC 11.08.140 2. Install barricades, signs, warning lights, and safety devices sufficient to notify public of obstruction or traffic hazard. Devices must remain until the obstruction is cleared and the right-of-way is restored. TMC 11.08.170A 3. Maintain access to fire stations, fire hydrants, fire escapes, and fire fighting equipment. TMC 11.08.180 4. Maintain access to property adjoining excavation or site work. 5. Preserve and protect all property adjoining excavation or site work. 6. Restore disturbance to private and public property. TMC 11.08.220.D 7. Disturbance of survey monuments and markers requires the Director's preapproval. A licensed surveyor shall replace disturbed monuments and markers. 8. Comply with all state and city laws and procedures to protect public from air, water and noise pollution. TMC 11.08.210 9. Install temporary sidewalk or curb ramp if permanent is blocked. TMC 11.08.220 10. Cover open excavation with non-skid steel plates ramped to elevation of contiguous right of way surface. TMC 11.08.220 11. Store all stockpile material shall be stored in a safe manner to protect the public. L/)-uae'G Know what's below. Call before you dig. 3 AS -BUILT 2 04/27/18 BB KH REVISION # 1 12/27/16 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT ',Aura ORO P NIONICR MGC- ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529 - ALLENTOWN 2 - SHORELINE PERMIT PLANS.dwg CONFIDENTIAUPROPRIETARY SHEET: 3 OF 15 EROSION CONTROL PLANS '‘ CLEARING, GRADING AND TEMPORARY EROSION CONTROL PLANS: 1. ALL WORK AND MATERIALS TO BE PER CITY OF TUKWILA STANDARDS. 2. KEEP OFF -SITE STREETS CLEAN AT ALL TIMES. FLUSHING STREETS SHALL NOT BE ALLOWED. ALL STREETS SHOULD BE SWEPT. 3. ADDITIONAL EROSION/SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY CITY INSPECTOR. 4. WHEN WORK IS STOPPED/COMPLETED IN AN AREA, THE CITY INSPECTOR MAY REQUIRE POST -CONSTRUCTION EROSION CONTROL INCLUDING SEEDING OR OTHER MEASURES. 5. LOCATIONS SHOWN OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CORRECT LOCATIONS TO AVOID DAMAGE OR DISTURBANCE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. ALL GROUND COVER IS TO REMAIN UNDISTURBED OUTSIDE OF CLEARING AREAS. 8. THE TEMPORARY EROSION/SEDIMENT CONTROLS SHALL BE INSTALLED, INSPECTED, AND OPERATING BEFORE ANY GRADING OR EXTENSIVE LAND CLEARING. THESE CONTROLS MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETE. 9. TIE IMPERVIOUS SURFACES (ROOF, STREETS, DRIVEWAYS, ETC.) TO COMPLETED DRAINAGE SYSTEM AS SOON AS POSSIBLE. 10.A PRE -CONSTRUCTION MEETING WITH THE CONSTRUCTION DIVISION AND ALL PERMITS MUST BE COMPLETED BEFORE START OF CONSTRUCTION. 11.CLEARING LIMITS SHALL BE LOCATED BY A LICENSED CIVIL ENGINEER OR LAND SURVEYOR. 12. APPROVAL OF THIS TEMPORARY EROSION/SEDIMENTATION CONTROL (TESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN. 13. THIS APPROVAL FOR TESC IS VALID FOR CONSTRUCTION BETWEEN MAY 1 AND SEPTEMBER 30. THIS APPROVAL FOR TESC IS NOT VALID FOR THE RAINY SEASON (OCTOBER 1 THROUGH APRIL 30). 14.REMOVE ALL TESC MEASURES ONCE ALL WORK IS COMPLETED AND SITE IS fi61 4yr MITIGATION PLAN / BMP'S: - Storm water runoff from any new impervious surfaces should be infiltrated or treated prior to dispersion into wetlands and/or stream buffer areas. - Equipment operated near water must use environmentally acceptable lubricants composed of biodegradable base oils. These are vegetable oils, synthetic esters, and polyalkylene glycols. - Areas temporarily impacted by excavating, and utility placement, will be replanted with appropriate native species similar to what currently exists onsite. - All stream and stream buffer areas will be protected by installation of construction fencing to discourage intrusion and improper use of these areas. Cloth/Silt fencing will be installed near equipment and work areas. - All equipment staging and materials stockpiles will be kept out of wetlands and protected wetland and stream buffers, and the areas will be kept free of spills and/or hazardous materials. - All fill material will be sourced from areas on -site or from approved suppliers, and will be free of pollutants and hazardous materials. - Equipment will be kept in good working order free of leaks. - Locate new work within the footprint of the existing developed right-of-way. - All discharge from drills and pot holes will be suctioned up at the bore puts and carried away or proper disposal. - Other Measures Include: Minimize disturbance of natural soil cover. Protect surrounding wetland and existing waterbodies. Retain sediments from disturbed properties. Minimize unintentional off -site sediment transport on trucks and equipment. Avoid steep slopes. Minimize disturbance to surrounding soils and root systems. CONCRETE SLURRY PLAN: - Construction supervisor shall Monitor onsite concrete working tasks, such as saw cutting, coring, grinding and grooving to ensure proper methods are implemented. - Saw -cut concrete slurry should not be allowed to enter storm drains or watercourses. - Concrete waste should not enter storm drains or watercourses. - Residue from grinding operations should be picked up by means of a vacuum attachment to the cutting machine or by sweeping. -Saw cutting residue should not be allowed to flow across the pavement and should not be left on the surface of the pavement. - Use jute mesh, floc logs, absorbents such as socks, pads and solidifiers, drip pans, ground cloths, or heavy cardboard to contain any unintentional spills. - Collect saw -cut slurry and remove from site. Cover or barricade all nearby stormwater drain during saw cutting to prevent any materials from entering the stormwater drainage system. - Avoid saw cutting operations during rainfall events unlessyou can contain, capture and dispose of cuttings, sediment and wash water. Know what's below. Call before you dig. 3 2 04/27/18 BB 1 12/27/16 BB NO. DATE ENGINEER KH MK DRAFTER AS —BUILT REVISION 4 1 ORIGINAL COMMENT zaya GROUP— MG ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51 ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529 - ALLENTOWN 2 - SHORELINE PERMIT PLANS.dwg CONFIDENTIAUPROPRIETARY SHEET. 4 OF 15 EAST MARGINAL WAY S F0, PLAN VIEW A 200' OHWM LIMIT — POLE NUMBER 01270 I 354994 35'6" NEUTRAI4 N/S / SECOND 35'6" OHG PWR NORTH 35'1" SECONDARY DRIP 33'8" SL 2 WEST 30'9" SL NORTH 30'2" SL DRIP NORTH // 29'5" COMCAST / 29'1" SCL BRACKET 26'9" ZAYO ATTACH � 28'6" *MR - LOWER COMQAST TO 28'1' OHWM Know whats below. CaII before you dig. 0 50' 100' SCALE: 1 "=100' CONSTRUCTION NOTES ® PROPOSED STRAND & LASH (1) 144F CABLE ALONG EXISTING UTILITY POLES. @ PROPOSED (1) 4" RISER ON EXISTING UTILITY POLE. PULL (1) 144F CABLE THROUGH. AS —BUILT 2 04/27/18 BB KH REVISION / 1 12/27/16 BB MK ORIGINAL NO DATE ENGINEER DRAFTER COMMENT ORO P MSC-) ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529 - ALLENTOWN 2 - SHORELINE PERMIT PLANS.dwg CONFIDENTIAUPROPRIETARY SHEET 5 OF 15 4 ID 11222 E MARGINAL WAY S PLAN VIEW B STA. 0+00 1' 2' 3' 4' 5' 6' 7' 8' 9' 10' 11' STA. 1+00 S 115TH ST F/0 Fi0 SE1 SEW SEW 4 STA. 2+00 DUkr7 iws VRJ I CO STA. 3+00 S W SEW I p l _ 200' 200' OHWM LIMIT 3800 S 115TH ST SEW SEN EW =4s 2 STA. 4+00 -E 60' wEX.WATER EX.GAS /gtBER E: PSEW EX.SEWERh,.: OH,4 2 EX ISTING GRADE AIM HORIZ. SCALE: 1"=20'-0" VERT. SCALE: 1"=5'-0" CONSTRUCTION NOTES O PROPOSED (1) 4" RISER ON EXISTING UTILITY POLE. PULL (1) 144F CABLE THROUGH. O6 PROPOSED TRENCH (1) 4" CONDUIT. PULL (1) 144F CABLE THROUGH. REPAIR SURFACE PER LOCAL JURISDICTION STANDARDS. O7 PROPOSED (1) 24" X36" X24" VAULT. CORE VAULT AND PLACE CONDUIT FROM TRENCH. COIL (1) 144F CABLE THROUGH. O PROPOSED BORE (2) 1 1/4" CONDUITS. CONTRACTOR TO POTHOLE UTILITIES PRIOR TO BORE. PULL (1) 144F CABLE THROUGHOUT. O9 PROPOSED 4'X6' BORE PIT. REPAIR SURFACE PER LOCAL JURISDICTION STANDARDS. O POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAIN MINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROM EXISTING UTILITIES. 0 Know what's below. CaII before you dig. 0 1� SCALE: 1 "=40' SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. SEE SHEET #— FOR SITE PHOTOGRAPHS. 3 AS —BUILT 2 04/27/18 BB KH REVISION # 1 12/27/18 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT ORO !vo. MGE C ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 W DRAWING NAME: ZAYO - 10092529 - ALLENTON 2 - SHORELINE PERMIT PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 6 OF 15 POLE NUMBER 033-1405918 NEUTRAL 31'8" SECONDARY 31'0" SECONDARY DRIP 30'10" SL I 27'7" SL DRIP ! 27'7° SCL BRACKET 23'1" ZAYO ATTA(';:H 24'1" POLE NUMBER 094-1405892 F/0 002 38' 11 " NEUTRAL WEST 35'6" NEUTRAL 35'4" SECONDARY 34'10" SECONDARY DRIP 34'2" SL 32'8" SL DRIP 32'3" COMCAST SOUTH 29'7" COMCAST E/W 23'10" ZAYO-ATTACH-----t- - ---301: PLAN VIEW C POLE NUMBER 034-1405913 NEUTRAL 28'2" SECONDARY 28'2" SECONDARY DRIP 28'2" COMCAST 18'11" ZAYO ATTACH 19'11" POLE NUMBER 035-1405917 NEUTRAL 31'9" SECONDARY 31'9" SL DRIP 27'7" SL 27'6" COMCAST 20'0" SPANGUY F/0 EAST 10'0" ZAYO ATTACH 21'0" DUWAMISHRIVER POLE NUMBER) 036-1405904 NEUTRAL COMCAST 22'3" STRAND F/0 ZAYO ATTACH 21'4" 23'3" OHWM 200' OHWM LIMIT POLE NUMBER 038-1405909 SECONDARY DRIP 27'2" SECONDARY RACK 26'9" COMCAST 24'7" F/0 NORTH 24'2" F/0 EAST 21'10" ZAYO ATTACH 25'7" o W• Know what's below. Call before you dig. 50' 100' SCALE: 1 "=100' CONSTRUCTION NOTES PROPOSED STRAND & LASH (1) 144F CABLE ALONG EXISTING UTILITY POLES. O4 PROPOSED (1) 4" RISER ON EXISTING UTILITY POLE. PULL (1) 144F CABLE THROUGH. 3 AS —BUILT 2 04/27/18 BB KH REVISION % 1 12/27/18 BB MK ORIGINAL NO DATE ENGINEER DRAFTER COMMENT ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC PROJECT NUMBER: 10092529 LOCATION: 12234 51 ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529-ALLENTOWN 2 - SHORELINE PERMIT PLANS.dwg CONFIDENTIAUPROPRIETARY SHEET: 7 OF 15 1' 2' 3' 4' 5' 6' 7' 8' 9' 10' 11' MATCH TO SHEET .1.1412 40TH AVE'S, 200' OHWM LIMIT 4016 S 115TH ST �; r • to -" r �k" :`°°'kk44"4kkkkttA.LL,kk4 4„etktktkkk w ttk.::; - FLU - e r' 4, EX.f�RS. �� r ... F �L� to� i;v-324L ec�_O� ,= :�� 4. 4.:-� +r .r;r J�%,��r�,�J PLAN VIEW D S I15THST STA. 1+00 STA. 2+00 STA. 3+00 STA. 4+00 v %‘` 10 CD ta O U EXSSEWER STA. 5+00 27' CONSTRUCTION NOTES O PROPOSED (1) 4" RISER ON EXISTING UTILITY POLE. PULL (1) 144F CABLE THROUGH. ....I.....I.i 6O PROPOSED TRENCH (1) 4" CONDUIT. PULL (1) 144F CABLE THROUGH. REPAIR SURFACE PER LOCAL JURISDICTION STANDARDS. O PROPOSED (1) 24" X36" X24" VAULT. CORE VAULT AND PLACE CONDUIT FROM TRENCH. COIL (1) 144F CABLE THROUGH. O PROPOSED BORE (2) 1 I/4" CONDUITS. CONTRACTOR TO POTHOLE UTILITIES PRIOR TO BORE. PULL (1) 144F CABLE THROUGHOUT. EXISTING G R p T 2' MID r N HORIZ. SCALE: 1"=20'-0" VERT. SCALE: 1"=5'-0" O PROPOSED 4'X6' BORE PIT. REPAIR SURFACE PER LOCAL JURISDICTION STANDARDS. O POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAIN MINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROM EXISTING UTILITIES. Know what's below. CaII before you dig. 0 10' 20' 30' 40' SCALE: 1"=40' C> SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND \`1* ORIENTATION. SEE SHEET #— FOR SITE PHOTOGRAPHS. 3 AS —BUILT 2 04/27/18 BB KH REVISION # 1 1 12/27/16 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT n• MGC, ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529 - ALLENTOWN 2 - SHORELINE PERMIT PLANS.dwg CO- NFIDENTIAUPROPRIETARY SHEET: 8 OF 15 POLE NUMBER 054-1354518 NEUTRAL 30'9" _SECONDARY 30'9" DOWN GUIt 29'11" SECONDARY POWER RISER 27'9" SECONDARY DRIP 27'3° SL I 26'6" SL DRIP 26'6" COMCAST 22'2" F/0 21'0" ZAYO ATTACH 23'2" 2 O -- N0O\OONQ6P __ ---- (POLE NUMBER 011-154997 OHG PWR SW % 32;1,- /31'5" DOWN GUY PWR OHG F/0 SW / / 22'0" ZAYO ATTACH / 23'0" 200' -POLE NUMBER 101— 3554626- AL--- —'— _318 ...7J SECONDARY---' — 31'8" DOWN GUY SW 31'1" SL DRIP 26'11" SL 26'7" COMCAST 22'10" F/0 21'6" ZAYO ATTACH 23'10" POLE NUMBER 072-1405922 NEUTRAL 28'5" SECONDARY 28'5" SECONDARY POWER RISER 27 11" SECONDARY DRIP / 7" SL DRIP / 25'O" SL J7 24'5" COMCAST 22'5" F/0 21'2" ZAYO ATTACH / 23'5" 'PWR MR - SHAPE + TAPE TO/26'9' OHWM POLE NUMBER 142-140 915 SECONDARY \ 8'1" COMCAST 2 ' " F/0 1'9" ZAYO ATTACH 23'11" MATCH TO SHEET 8 PLAN VIEW E 11 *PWR MR - BOND ST LT TO REDUCE MIDSPAN SECONDARY POLE NUMBER 123-1354627 NEUTRAL 30'10" SECONDARY 30'10" SECONDARY POWER RISER 30'0" SECONDARY DRIP 29'8" SL 26'8" SL DRIP 26'6" COMCAST 25'9" 24'9" F/0 ZAYO ATTACH 6'2" 200' OHM LIMIT f W 154' POLE NUMBER 122-1354503 NEUTRAL 31'5" SECONDARY 31'5" SECONDARY POWER RISER 30'10" SECONDARY DRIP 30'2° COMCAST 26'8" F/O 25'4" -ZAYQAIIACH--- 1 27'5'.- *PWR MR - SHAPE + TAPE SCONDARY DRIP LOOP TO 30'9' POLE NUMBER 125i1354506 NEUTRAL 31'3" SECONDARY I 31'3" SECONDARY DRIP , 30'0" SL 27'31: SL DRIP 27'2i COMCAST 27'Or F/O 26'0" ZAYO ATTACH 26'6r 179' POLE NUMBER 124-1354635 NEUTRAL 31'2" SECONDARY 31'2" SECONDARY DRIP 30'10" COMCAST 27'3" F/O 25'11" ZAYO ATTACH 27'3" *MR - LOWER COMCAST TO 26'9' OHWM U DUWAMISH RIVER LiT-dorG 0 MATCH TO SHEET 10 Know what's below. Call before you dig. 50' 100' SCALE: 1 "=100' CONSTRUCTION NOTES O PROPOSED STRAND & LASH (1) 144F CABLE ALONG EXISTING UTILITY POLES. 3O PROPOSED STRAND ONLY ALONG EXISTING UTILITY POLES. PROPOSED (1) 4" RISER ON EXISTING UTILITY POLE. PULL (1) 144F CABLE THROUGH. 3 AS —BUILT 2 04/27/18 BB KH REVISION i} 1 12/27/16 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT mOiryf MGE� ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529- ALLENTOWN 2- SHORELINE PERMIT PLANS.dwg CONFIDENTIAUPROPRIETARY SHEET: 9 OF 15 POLE NUMBER 126-1354628 NEUTRAL 31'0" SECONDARY 31'0" SECONDARY POWER RISER 30'0" SECONDARY DRIP i 29'4" COMCAST' 24'10" F/O 1' 23'6" ZAYO ATTACH ,'_ 25'10" i 120' 1 II 116' 'PWR MR - RAISE ST LT TO 26'0' POLE NUMBER 082-1354646 NEUTRAL 29' 11 " SECONDARY------- --I-29ll, SECONDARY DRIP 29'0" SL DRIP 1 25'3" SL • 24'10" COMCAST 24'3" F/0 i I 23'2" ZAY( ATTACH 241'10" POLE NUMBER 127-1354508 NEUTRAL 31'8" SECONDARY 31'8" SECONDARY DRIP 30'4" SL 26' 11 " SL DRIP 26'9° COMCAST 25'8" F/0 24'8" -ZAYO-TATTACH___ 26'4" PLAN VIEW F 1 1 200' 172' `/C ER) 'PWR MR - EXTEND PWR RISER TO 29'8' POLE NUMBER 130-1354645 NEUTRAL 31'8" SECONDARY 31'8" SECONDARY POWER RISER 29'3" SECONDARY —DRIFT— — -- -- 28'9" SL ; 1 27'9" SL DRIP i !27'9" COMCAST I ; 25'9" F/O i 25'0" ZA1�0 ATTACH I 1 26'4" 1 173' 42NDAVE S DUWAMISH RIVER POLE NUMBER 119-1354521 OHG PWR 21'2" OHG 004 20'4" OHG F/6 19'0", ZAYO ATTACH 20'9" POLE NUMBER 154-1354524 NEUTRAL 32'6" SECONDARY; 32'6" SECONDARY! DRIP 131'6" SL! DRIP I 126'9" -SU--- I—.— 1 26'8" COMCAST ! 1 24'3' F/0 23'4" ZAY0 ATTkH I 25'3" 200' OHWM IMIT I 143' —� — POLE NUMBER 129-1354630 NEUTRAL 30'6" SECONDARY POWER RISER 30'0" SECONDARY 29'6" SECONDARY DRIP 27'9" COMCAST 24'0" F/0 ZAYO ATTACH 23'3" 24' 10" --`PWR-MR-= SHAPE - EeN©ARY-DRIP-10• 157' POLE NUMBER 131-1354505 NEUTRAL 30'8" SECONDARY 30'8" SECONDARY DRIP 30'3" COMCAST 25'11" OHG SW 24'9" COMM ARM 24'5" -ZAYO ATTACH � 26' 11 " n OHWM 29' Know what's below. Call before you dig. O 50' 100' SCALE: 1 "=100' CONSTRUCTION NOTES 2O PROPOSED STRAND & LASH (1) 144F CABLE ALONG EXISTING UTILITY POLES. O3 PROPOSED STRAND ONLY ALONG EXISTING UTILITY POLES. 3 AS —BUILT 2 04/27/18 BB KH REVISION # 1 1 12/27/15 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT o� GROUP MG E ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51 ST PL S. TUKWILA, WA. 98178 W DRAWING NAME: ZAYO - 10092529 - ALLENTON 2 - SHORELINE PERMIT PLANS.dwg CO- NFIDENTIAUPROPRIETARY SHEET: 10 OF 15 MATCH TO SHEET 10 POLE NUMBER 155-135464 NEUTRAL \31'10 SECONDARY 331' 10 SECONDARY POWER RISER \ 31'2" SECONDARY DRIP `30'3" COMCAST�4'6" F/0 1'6" ZAY¢ ATTACH 2 '6" OHWM POLNUMBER 069-2496745 DOWNGUY WEST 22'3" OHG 1.004 EAST 22'2" OHG -/0 EAST 21'0" OHG 0 2 EAST 19'8" ZAYO TTACH 21'7" 1 F,0 F02E/_W ZAYO ACH POLE1NUMBER 156-1354$44 DOWNI GUY PWR EAST 2 '2" NEUTWCL —26' �O 206' OHWM LIMIT SECONDARY 26'1 SECONDARY DRIP 25"9" SL DRIP 22' 1 SL COMCA!ST 22'E!Al' 21'11" 20'E 19'3" 22'5" 200' PLAN VIEW G ti S 122ND ST Z.17. ooff4 Know what's below. Call before you dig. 50' 100' SCALE: 1 "=100' CONSTRUCTION NOTES 2O PROPOSED STRAND & LASH (1) 144F CABLE ALONG EXISTING UTILITY POLES. 3 AS —BUILT 2 04/27/18 BB KH REVISION % 1 12/27/1B BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT Zlly0111 r ORO P MGC] ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529 - ALLENTOWN 2 - SHORELINE PERMIT -- PLANS.dwg CONFIDENTIALJPROPRIETARY SHEET: 11 OF 15 TYPICAL DETAIL - A POLE ARRANGEMENT FOR AERIAL TO BURIED CABLE FIBER CABLE SEE DETAIL H TYPICAL DETAIL - D SUPPORT STRAND VARIES AERIAL TYPICALS TYPICAL DETAIL - B POLE ARRANGEMENT FOR REPEATER OR HANDHOLE LOCATION CABLE LASHING WIRE CLAMP STAINLESS STEEL LASHER CABLE SUPPORT AND 1/2" SPACER CAUTION TAG FIBER OPTIC CABLE BLACK IN COLOR SEE DETAIL H CABLE CLAMP CABLE U-G GROUND LEVEL x .,I� r STEEL CONDUIT TO • 42" MIN.[ DHou STEEL BEND (36" RADI'US) USE APPROPRIATE PVC TO STEEL COUPLER r TYPICAL DETAIL - G JOINING 045 LASHING WIRE REMOVE ANY SLACK IN THE LASHING WIRE BY MAINTAINING A PULL ON THE WIRE AND TAPPING THE STRAND SHARPLY. THEN FORM THE WIRE OVER THE STUD AND TIGHTEN THE NUT. CUT THE FREE END OF THE LASHING WIRE OFF 3/4" BEYOND THE END OF THE CLAMP. FORMING WIRE OVER STUD OF CLAMP FORM THE LASHING WIRE AROUND THE STRAND AND PLACE IT BELOW THE STUD AND BETWEEN THE SECOND WASHER AND STUD SHOULDER. FORMING LASHING WIRE AROUND STRAND lc POLE (X-MIN. OF 20 TIMES THE CABLE DIA.) POLE TOP VIEW CONDUIT ON QUARTER ON POLE LEAST EXPOSED TO TRAVEL WAY. DUTTS WITH DUCT PLUGS AND SIMPLEX PLUGS TYPICAL DETAIL - E SUSPENSION STRAND — PULL AWAY FROM POLE — 5 FEET OR MORE POLE TOP CABLE SUSPENSION BOLT CURVED WASHER 2 GUY HOOK SPACER NUT S/8' X 2" ROUN WASHER CORNER SUSPENSION CLAMP TYPICAL DETAIL - H LASHING WIRE GRIP AND CLAMP C LASHING WIRE GRIP INSTALLED ON STRAND NOTE LASHING WIRE SHOULD FOLLOW LAY OF STRAND WIRES UNDER GRIP. 0 CABLE LASHING CLAMP 1ST LASHING WIRE 2ND LASHING WIRE TERMINATING NUT GUY TYPICAL DETAIL - C TYPICAL CABLE & HARDWARE INSTALLATION (6.6M STRAND \ 10M STRAND) GROUND WIRE CLAMP 8.6M OR 10M STRAN STAINLESS STEEL LASHER CABLE SUPPORT AND 1/2" SPAC f6 INSULATED COPPER WIRE AND 10'X3/4" COPPER CLAD GROUND ROD 12" 12': 10" 0" w CABLE LASHING WIRE CLAMP CAUTION TAG FIBER OPTIC CABLE ORANGE IN COLOR POLE GROUND LEVEL is GROUND EVERY 1 /4 MILE AT STRAND TO SHEATH BOND LOCATION TYPICAL DETAIL - F TYPICAL ARRANGEMENT OF CABLE LASHER AND CABLE GUIDE TYPICAL DETAIL - I SUSPENSION STRAND — PULL TOWARD POLE — LESS THAN 5 FEET CURVED WASHER CABLE SUSPENSION BOLT 2 GUY HOOK SPACER NUT GUY CABLE SUSPENSION CLAMP 8" CURVED WASHER 5/8" CABLE SUSPENSION BOLT GUY Know what's below. Call before you dig. 3 2 04/27/18 1 12/27/16 NO. DATE BB BB ENGINEER KH MK DRAFTER AS -BUILT REVISION f 1 ORIGINAL COMMENT MS E 1. YO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 W DRAWING NAME: ZAYO - 10092529 - ALLENTON 2 - SHORELINE PERMIT PLANS.dwg CONFIDENTIAUPROPRIETARY SHEET: 12 OF 15 ZA UNDERGROUND TYPICALS —I 6" MIN. r 12" 36" MIN DEPTH EXISTING GROUND WARNING TAPE BACKFILL (8" LAYERS) BACKFILL (COMPACTED @ 90%) HDPE DUCT CLEAN BACKFILL BACKFILL (COMPACTED EARTH © 90%) TYPICAL TRENCH IN SOIL DETAIL SCALE: NTS FCA243624T-00006 FIBERGLASS / POLYMER CONCRETE ASSEMBLY 24"X36"X24" (For actual dimensions sae drawing) Fiberglass/ Polymer Concrete Assembly. Tapered Sides, No Floor, WUC 3.6, ANSI/SCTE 77-'71520K, "3/8 " Hex Botts, Standard Nameplate (Specify at erne of order) Installed LOAD RATINGS Incidental traffic - Parking Lot, Sidewalk conforms to: WUC 3.6 ASTM C 857 ANSI/SCTE 77 FEATURES: UL classified polymer concrete Drop -in nameplate Shipped assembled Skid resistant cover Stainless steel bolts Cast -in floating nut box - Integral drain holes Additional product information continued on the reverse Composites for InirasCructure 2626 Kansas Avenue RNerakle, California 92507 951.787.0600 951 787.0632 (far) inro�namva.mm naasesia.can Inside Dimensions Length Width 33 318" 21 112" 44 1)4" 32 518" Depth 21" NB2436 HANDHOLE DETAIL SCALE: NTS COVER No. 23-2436P 350 lbs. VAULT No. 233-BL 1,750 lbs. 2" HMA (CL 1/2") OVER 12" PCC CLASS 6.5 (CL 1-1/2") OVER 6" TYPE 2 CRUSH ROCKS, MATCHING EXISTING OR GREATER EX. ASPHALT SURFACE 2" HMA (CL 1/2") 12" PCC CLASS 6.5 (CL 1-1/2") 6" MIN. TYPE 2 CRUSHED ROCK COMPACTED BACKFILL 6" SAND COVER 6" SAND BEDDING PANEL WIDTH PER PLAN TYPICAL ASPHALT TRENCH DETAIL SCALE: NTS 24'f HOLE 233LA VAULT DETAIL 3' 8" SCALE: NTS L/ )- DO8L Know what's below. Call before you dig. 3 AS —BUILT 2 04/27/18 BB KH REVISION / 1 12/27/16 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT ZlIN°c) o p • MSC) ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529- ALLENTOWN 2 - SHORELINE PERMIT PLANS.dwg CONFIDENTIAUPROPRIETARY SHEET: 13 OF 15 OHWM LIMIT SECTION 'A' FACING EAST NOT TO SCALE SECTION 'B' FACING EAST NOT TO SCALE 107' 114' 200' CROSS SECTIONS FENCE \ FENCE 200' S/W 50' 43' A 1.1 0:: S.: s snro w "ie UQ 00 WESTBOUND EASTBOUND S 115TH ST PROPOSED 4'X6' BORE PIT 30' WESTBOUND S 115TH ST EASTBOUND PROPOSE 4'X6' BORE PIT & HAND OLE 12' UTILITY POLE 42' 39' 11= II= I.II_ 9602 w EL. 24' (APPROX) 14' OHW EL. 10' (APPROX) =n- ...11-II..II. .II. II It =11= o$w`..g,,b kisk coo 'L EL. 24' (APPROX) OHW EL. 10' (APPROX) II- 11= 11= 11- 11:111a II ALAI 14' Know what's below. Call before you dig. 3 AS —BUILT 2 04/27/18 BB KH REVISION # 1 1 12/27/16 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT GROUP MGC ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529 - ALLENTOWN 2 - SHORELINE PERMIT PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 14 OF 15 I_ 0 0 145' SECTION 'C' FACING EAST NOT TO SCALE AY .4. w M 200' SNV PROPOSED 4'X6' BORE PIT & HANDHOLE SECTION 'D' FACING EAST NOT TO SCALE 155' 200' CROSS SECTIONS 33' BARRI -, WESTBOUND EASTBOUND EL. 23' (APPROX) /rya'n S 115TH ST n 11.=11.— 1� II=. =11 -11= =1. .=II II II II II -u= 22' 50' fi w +w 40 1M A+ SNV PROPOSED 4'X6' - BORE PIT & HANDHOLE 33' UTILITY POLE WESTBOUND EASTBOUND S 115TH ST 32' 443, 12' 4 OHW EL. 10' (APPROX) EL. 24' (APPROX) OHW EL. 10' (APPROX) 14' / a""Oara Know what's below. CaII before you dig. 3 AS —BUILT 2 04/27/18 BB KH REVISION # 1 1 12/27/16 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT MGC-� ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529 - ALLENTOWN 2 - SHORELINE PERMIT PLANS.dwg CONFIDENTIAUPROPRIETARY SHEET: 15 OF 15 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Affidavit of Distribution Project Name: ZAYO FIBER OPTICS INSTALLATION — ALLENTOWN 2 Project Number: PL17-0029 Associated File Number(s): L17-0029 Date Mailed: 5/21/18 Mailing requested by: LINDSAY BROWN Mailer's signature: ❑ Board of Adjustment Agenda Packet E Notice of Application for ❑ Board of Appeals Agenda Packet Shoreline Mgmt Permit ❑ Determination of Non -Significance ❑ Notice of Decision ❑ Determination of Significance & ❑ Notice of Public Hearing Scoping Notice ❑ Notice of Public Meeting ❑ Mitigated Determination of Non-- ❑ Official Notice Significance ❑ Other: ❑ Notice of Action ❑ Shoreline Mgmt Permit ❑ Notice of Application ❑ Short Subdivision Agenda Parties of Record: ANDI SPENCER — APPLICANT GLOBAL TOWER ASSETS — OWNER KC ASSESSOR WA FISH & WILDLIFE ParcelNun* ToLine AttnLine 00048000( SEATTLE CITY OF SCL 700 5TH AVE STE 01790000( LAM NHUNG PHUONG THI 01790000: BULLARD GERALDINE L 01790000: KNIGHT RUDY 01790000: Occupant 01790000: WONG RAYMENT+PHUONG Q HUA 01790000: Occupant 01790000, MATERO ROCCO FRANK 01790000E OWENS JACKIE L+STEVENS GRAC 01790000E MAC HIEN L+LE JUSTIN 01790000E Occupant 01790000; MAYO DOROTHY ROSE 01790000i PIESZAK STACEY L 01790001! TRAN QUAN QUOC 01790001E BARBER MARY C 01790001E CUNNINGHAM CATHERINE L+MILT 01790001! NGUYEN LE H 01790001! HENNESSEY GERALD -TTEE 01790001! Occupant 01790002( TRAN CINDY 01790002(THU HAT LAM NGUYEN DUNG Q 01790002( NGUYEN TOAN VAN 01790002: NGUYEN CHAU N 01790002: Occupant 01790002: LAM REN 01790002: RUDGE TODD R 01790002: BRUNE EMILY 017900021 PI GO+CIIN HAU CING 01790002, HY MUOI S 01790002! VAN THANH MAI THI 01790002E ELLIS ANTHONY S 01790002; AHMED DAHIR M+ABDULLAHI ZAI 01790003( LI ZHAN+SUHUA HUANG 01790003( CHAU HIEP T 01790004: GROVES CHRISTIE MICHELLE 01790004: CUNNINGHAM JUDY G 01790004: Occupant 01790004: BISSON JOSEPH M 01790004: Occupant 01790004, LEE WADE D 07330000(YU WEN HUAN 07330000: MALLARI RAMON C+AURORA 0 07330000: NGUYEN CHUNG V+NHAM T PHAM 07330000: Occupant 07330000: NGUYEN THIEN HUU+NHUNG HONG 07330000: HOANG THOMAS+TRANG PHAN 07330001: HO VY T+NAM H 07330001: HOANG KHA L+CHRISTY H TRAN 07330001:ONG SONG THANH+THAI CHAU BA 07330001: JACKSON DAWUD Y+PAULA A 07330001: Occupant 07330001! GAVRILENKO LARYSA 07330001! HODAPP RONALD E 07330001E HALL ALBERT E JR 07330001: VANDENBOS DERRICK+WEDEL MEL 07330001: NORRIS JAMES A 07330001; Occupant 07330001t HUNTER TED 07330001! DESJARDIN CATHERINE 07330002( REINHARDT FRANK E 07330002( Occupant 07330002( NGUYEN VIVIAN 07330002: SWANSON DOUGLAS A 07330002: Occupant 07330002: ROOT THOMAS A AddrLine 320( PO BOX 34023 12202 42ND AVE S 12210 42ND AVE S 15127 NE 24TH ST#454 12214 42ND AVE S 5310 17TH AVE 5 12218 42ND AVE 5 12222 42ND AVE S 12232 42ND AVE S 12235 45TH AVE S 12229 43RD AVE S 12238 42ND AVE S 12244 42ND AV S 12245 43RD AV S 12241 43RD AVE S 12235 43RD AVE 5 12225 43RD AV S 1401 S SPRAGUE #193 12223 43RD AVE S 1221943RDAVS 12217 43RD AVE S 1221543RDAVS 17113 6TH AVE W 12211 43RD AVE S 12207 43RD AV S 12203 43RD AVE S 12204 43RD AV 5 12212 43RD AVE S 12214 43RD AV 5 12216 43RD AVE S 12226 43RD AVE S 12230 43RD AVE S 12232 43RD AV S 12234 43RD AV S 12221 44TH AVE S 12215 44TH AV S 12207 44TH AVE S 324 WOODLAND RD 12205 44TH AVE S 12201 44TH AV S 3520 S 116TH ST 11605 35TH LANE S 11611 35TH AVE S 11611 35TH LN S 11617 35TH LN S 11623 35TH LN S 3545 S 116TH ST 3555 5 116TH ST 3565 S 116TH ST 1602 S BENNETT 3811S116THST 3813S116THST 3819 S 116TH ST 3817 5 116TH ST 11609 39TH AVE S 6301 SO 151ST PL 11621 39TH AVE S 3834 S 116TH ST 3826 S 116TH ST 860 NE 94TH ST 3822 S 116TH ST 3818S116THST 4464 W WOODHAVEN LOOP 3816 S 116TH ST 3806 S 116TH ST CityState ZipCode SEATTLE V TUKWILA\ TUKWILA\ REDMOND TUKWILA\ SEATTLE V TUKWILA \ SEATTLE V\ TUKWILA ' TUKWILA \ TUKWILA \ TUKWILA \ TUKWILA ' TUKWILA ' TUKWILA\ TUKWILA\ TUKWILA ' TACOMA TUKWILA \ TUKWILA ' TUKWILA ' SEATTLE V LYNNWOO TUKWILA \ TUKWILA ' SEATTLE V SEATTLE V TUKWILA\ TUKWILA ' TUKWILA \ SEATTLE V\ TUKWILA\ TUKWILA ' TUKWILA ' TUKWILA \ SEATTLE V TUKWILA PASADENA TUKWILA\ TUKWILA ' TUKWILA\ TUKWILA ' TUKWILA \ TUKWILA TUKWILA \ TUKWILA \ TUKWILA SEATTLE V\ TUKWILA \ SEATTLE V\ TUKWILA\ TUKWILA ' TUKWILA \ TUKWILA\ TUKWILA TUKWILA ' TUKWILA\ TUKWILA\ TUKWILA ' SEATTLE V\ TUKWILA\ TUKWILA\ COEUR D TUKWILA\ SEATTLE V\ AddrSourc CRWAddre TukStatus PropUse 98124 KCA Table NA NA 98168 KCA Table NA NA 98168 KCA Table NA NA 98052 KCA Table NA NA 98168 TukwilaAd, ADDR-0871 ACTIVE -MI None 98108 KCA Table NA NA 98168 TukwilaAdADDR-0871 ACTIVE -MI None 98168 KCA Table NA NA 98168 KCA Table NA NA 98178 KCA Table NA NA 98178 TukwilaAd, ADDR-087' ACTIVE -Mt None 98168 KCA Table NA NA 98168 KCA Table NA NA 98178 KCA Table NA NA 98178 KCA Table NA NA 98178 KCA Table NA NA 98178 KCA Table NA NA 98405 KCA Table NA NA 98178 TukwilaAd, ADDR-087: ACTIVE-ML None 98188 KCA Table NA NA 98178 KCA Table NA NA 98178 KCA Table NA NA 98037 KCA Table NA NA 98178 TukwilaAd, ADDR-0871 ACTIVE-ML None 98178 KCA Table NA NA 98178 KCA Table NA NA 98178 KCA Table NA NA 98178 KCA Table NA NA 98178 KCA Table NA NA 98178 KCA Table NA NA 98178 KCA Table NA NA 98178 KCA Table NA NA 98178 KCA Table NA NA 98178 KCA Table NA NA 98178 KCA Table NA NA 98178 KCA Table NA NA 98178 TukwilaAd' ADDR-088: ACTIVE-ML None 21122 KCA Table NA NA 98178 TukwilaAd. ADDR-088: ACTIVE -MI None 98178 KCA Table NA NA 98168 KCA Table NA NA 98168 KCA Table NA NA 98168 KCA Table NA NA 98168 TukwilaAd, ADDR-117: ACTIVE-ML None 98168 KCA Table NA NA 98168 KCA Table NA NA 98168 KCA Table NA NA 98176 KCA Table NA NA 98168 KCA Table NA NA 98108 KCA Table NA NA 98168 TukwilaAd, ADDR-0631 ACTIVE-ML None 98168 KCA Table NA NA 98168 KCA Table NA NA 98168 KCA Table NA NA 98168 KCA Table NA NA 98188 KCA Table NA NA 98168 TukwilaAd, ADDR-117! ACTIVE -MI None 98168 KCA Table NA NA 98168 KCA Table NA NA 98115 KCA Table NA NA 98168 TukwilaAd, ADDR-0631 ACTIVE-ML None 98168 KCA Table NA NA 83814 KCA Table NA NA 98168 TukwilaAd, ADDR-0631 ACTIVE-ML None 98168 KCA Table NA NA 07330002: DAVIES DOUGLAS 07330002: Occupant 07330002: Occupant 10230490( SEBCO INC 10230490( Occupant 10230490( CITY OF TUKWILA 10230490( Occupant 10230490: SORRENTO PARTNERS LLC 10230490, HEARTWOOD PROPERTIES L L C 10230490, SHUMATE DAVID 1 10230490` HAGGARD LETTIE J 10230490! Occupant 10230490! TUKWILA CITY OF 10230490! Occupant 10230490! Occupant 10230490! AMALFI INVESTMENTS LLC 10230490! Occupant 10230490E Occupant 10230490E KING COUNTY -WASTE WATER 10230490E CITY OF TUKWILA 10230490; WOODEN III LLC 10230490; WOODRIDGE PARTNERS LLC 10230490; Occupant 33474000( KENT DESIGN AND DEVELOPMENT 33474000( Occupant 33474000( Occupant 33474000: TRAN CAM HONG T 33474000: Occupant 33474000: IH4 PROPERTY BORRO C/O INVITATION HOM 33474000: TRAN NGOC THI 33474000, BUI VINH+JULIE TRAN 33474000, Occupant 33474000! ADDINGTON ARLENE TERRY 33474000! BNSF RAILWAY CO PROPERTY TAX DEPT 33474000; RUSSELL WILLIAM P 33474000: Occupant 33474000: Occupant 33474000: Occupant 33474000: Occupant 33474000E PHITSANOUKANE SOMMAY 33474001( RUSSELL DOUGLAS+RUSSELL-MIT 33474001( Occupant 33474001: Occupant 33474001: BEYERS CYNDEE+EDWARD L 33474001, CODY RHONDA F 33474001, THOMAS MARGUERITE L 33474001E BOLING ROBERT & REBECCA 33474001E CHEN WEI TING 33474001E Occupant 33474001; TUKWILA SCHOOL DISTRICT 33474001; Occupant 33474001E BAKER ROGER E 33474001E Occupant 33474001E HO SUONG T + HUYNH TU 33474001E Occupant 33474001! BLOCH ANDREW M 33474002(SMOJUER LEE & LINDA 33474002: LOCKE DONALD L 33474002: DUWAMISH COMMUNITY CHURCH 33474002: Occupant 33474002: CASE JR DUANE M 33474002: FERTAKIS JON E+MARY E 33474002: KROBER LISA+ANDREAS B 33474002, DANAHER MATTHEW+AMELIA 33474002, Occupant 33474002` SIMPSON IRENE A 25815 135TH LN SE #9 3540 S 116TH ST 3550 S 116TH ST 4020 E MADISON #320 11222 E MARGINAL WAY S 6200 SOUTHCENTER BLVD 11200 E MARGINAL WAY S 3414 S 116TH ST 11621 E MARGINAL WAY S STE A 11534 E MARGINAL WAY S 11532 40TH AVE S 3528 S 116TH ST 6200 SOUTHCENTER BLVD #100 11269 E MARGINAL WAY S 11215 E MARGINAL WAY S PO BOX 249 11231 E MARGINAL WAY S 11245 E MARGINAL WAY S 201 S JACKSON ST #505 6200 SOUTHCENTER BOULEVARD 2400 NW 80TH #179 11521 E MARGINAL WAY #100 11521 E MARGINAL WAY S 120 4811 S 150TH ST 11520 42ND AVE S 4210 S 116TH ST 4216 S 116TH ST 4218 S 116TH ST 1717 MAIN STREET STE 2000 4220 S 116TH ST 10050 16TH AVE SE #C202 4222 S 116TH ST 4230 S 116TH ST PO BOX 961089 2801 S 128TH ST #100 11602 42ND AVE S A 11602 42ND AVE S B 11602 42ND AVE 5 C 11602 42ND AVE S D 4217 S 116TH ST 4219 S 116TH ST 4223 S 116TH ST 4225 S 116TH ST 11616 42ND AVE 5 11620 42ND AV S 11630 42ND AVE S 11636 42ND AVE S 4312 129 PL SE 11642 42ND AVE S 4640 S 144TH ST 11646 42ND AVE S 3700 14TH AVE SE #106 11658 42ND AVE S 11662 42ND AV S 11662 42ND AVE S 11666 42ND AVE S 11802 42ND AVE S 11810 42ND AVE S 12254 44TH AVE S 11814 42ND AVE S 11818 42ND AVE S 11822 42ND AVE S 11830 42ND AVE S 11834 42ND AVE S 11838 42ND AVE S 11840 42ND AVE S KENT WA TUKWILA \ TUKWILA\ SEATTLE V TUKWILA TUKWILA \ TUKWILA \ TUKWILA \ SEATTLE V TUKWILA ' TUKWILA \ TUKWILA \ TUKWILA ' TUKWILA \ TUKWILA \ MEDINA V TUKWILA \ TUKWILA \ SEATTLE V TUKWILA ' SEATTLE V SEATTLE V TUKWILA TUKWILA \ TUKWILA \ TUKWILA \ TUKWILA \ TUKWILA \ DALLAS TX TUKWILA \ SEATTLE % TUKWILA \ SEATTLE IA FORT WOR TUKWILA ' TUKWILA \ TUKWILA \ TUKWILA \ TUKWILA \ TUKWILA SEATTLE \h TUKWILA \ TUKWILA \ TUKWILA \ TUKWILA ' TUKWILA ' TUKWILA ' BELLEVUE TUKWILA \ TUKWILA ' TUKWILA \ OLYMPIA ' TUKWILA \ TUKWILA ' TUKWILA \ TUKWILA \ SEATTLE V TUKWILA ' TUKWILA \ TUKWILA \ TUKWILA ' SEATTLE V TUKWILA \ TUKWILA ' TUKWILA \ SEATTLE V 98042 KCA Table NA NA 98168 TukwilaAd, ADDR-062! ACTIVE-ML None 98168 TukwilaAd, ADDR-062! ACTIVE-ML None 98112 KCA Table NA NA 98168 TukwilaAd, ADDR-118: ACTIVE -MI None 98188 KCA Table NA NA 98168 TukwilaAd, ADDR-062, ACTIVE -MI None 98168 KCA Table NA NA 98168 KCA Table NA NA 98168 KCA Table NA NA 98168 KCA Table NA NA 98168 TukwilaAd ADDR-062!ACTIVE-ML None 98188 KCA Table NA NA 98168 KC-AdddressPoints NA NA 98168 TukwilaAd.ADDR-062! ACTIVE -MI None 98039 KCA Table NA NA 98168 TukwilaAd ADDR-118; ACTIVE -MI None 98168 KC-AdddressPoints NA NA 98104 KCA Table NA NA 98188 KCA Table NA NA 98117 KCA Table NA NA 98168 KCA Table NA NA 98168 TukwilaAd ADDR-118;ACTIVE-MI None 98188 KCA Table NA NA 98168 TukwilaAd, ADDR-063: ACTIVE -MI None 98168 TukwilaAd, ADDR-127! ACTIVE -MI None 98168 KCA Table NA NA 98168 KC-AdddressPoints NA NA 75201 KCA Table 98168 KCA Table 98146 KCA Table NA NA NA NA NA NA 98168 TukwilaAd ADDR-0701 ACTIVE-ML None 98168 KCA Table NA NA 76161 KCA Table NA NA 98168 KCA Table NA NA 98168 TukwilaAd, ADDR-063: ACTIVE-ML None 98168 TukwilaAd, ADDR-063: ACTIVE -Mt None 98168 TukwilaAd, ADDR-063: ACTIVE -MI None 98168 TukwilaAd, ADDR-063, ACTIVE -MI None 98168 KCA Table NA NA 98168 KCA Table NA NA 98168 KC-AdddressPoiints NA NA 98168 KC-AdddressPoints NA NA 98168 KCA Table NA NA 98168 KCA Table NA NA 98168 KCA Table NA NA 98168 KCA Table NA NA 98006 KCA Table NA NA 98168 TukwilaAd, ADDR-063, ACTIVE -MI None 98168 KCA Table NA NA 98168 KC-AdddressPoints NA NA 98501 KCA Table NA NA 98168 Tukwilakt ADDR-063• ACTIVE-ML None 98168 KCA Table NA NA 98168 TukwilaAd ADDR-063! ACTIVE-ML None 98168 KCA Table NA NA 98168 KCA Table NA NA 98168 KCA Table NA NA 98178 KCA Table NA NA 98168 TukwilaAd. ADDR-063! ACTIVE -MI None 98168 KCA Table NA NA 98168 KCA Table NA NA 98168 KCA Table NA NA 98168 KCA Table NA NA 98168 TukwilaAd' ADDR-063! ACTIVE-ML None 98168 KCA Table NA NA 33474002! SHRINER ROYCE 33474002E BANK OF AMERICA NA 33474002E Occupant 33474002; TEA GOV 33474002: Occupant 334740021TRAN YEN NGA T 33474002f TENG TIENWIN+GUAN CAIXIA 33474002E Occupant 33474002! HATT SUSAN J 33474003( Occupant 33474003: BYRD ELIZZAJEANEZ 33474003: WILCOX TYLER K 33474003: WIEMAN DANIEL A 33474003: Occupant 33474003: PARRISH CANADA+ASHER COLE+A 33474003, WOOD HARTSELL W 33474003, BLOOD PERRI L 33474003, Occupant 33474003! SIMONSON NEAL+WENDY 33474003E LEFEVRE CARY 33474003E BEEMAN BETH ANN 33474003: BLAKE SALLEY H 33474003£ FELICITAS RAYMUNDO D+ROSARI 33474003£Occupant 33474003£ IBANEZ ANTONIO D+MEL A 33474003! HUYNH HAI NGOC+HUYNH PHUC N 33474003E MOFFETT KEONNA L+MAGNUSOHN 33474004( MONTEJANO JOSE+MANDEE K 33474004: LOVELACE SHANIN M 33474004: NGUYEN THANH D 33474004: ELLIS EVERETT 33474004: Occupant 33474004, FASANO MARK P 33474004! Occupant 33474004! Occupant 33474004E RIVERA ROMEO E 33474004E Occupant 33474004E DUNEHEW JASON S 33474004E Occupant 33474004E OCHOA JUANA 33474004! CARUTHERS RALPH D&PATRICIA 33474004! CARUTHERS JESSE 33474005( SHELTON PAUL G+TIKHONOVA NA 33474005: SIMONTON JOANNE 33474005: PENDLETON BARBARA 33474005: PHOU SUNCHEA 33474005:JACKS R BENTON 33474005: COUET MICHAEL I 33474005, COUET F IRENE 33474005, DOUVIA BOBBI J 33474005! BUSS DARRYL F 33474005! Occupant 33474005E MILLER GARTH Z 33474005; TANAKA YUKIKO 33474005: Occupant 33474005£ GILLILAN HUGH D 33474005! MORA-LUCATERO FILIBERTO 33474006( ZELLER CRAIG 33474006( Occupant 33474006: HOVDE KENNETH ALLEN+JANE F 33474006: Occupant 33474006: Occupant 33474006: CASE DUANE+SALLY 33474016( KING COUNTY-PROPEF ADM-ES-0800 33474017: SANBORN ANDREA R 33514000( WOODEN III LLC 11850 42ND AV S SEATTLE V 98168 KCA Table NA NA 7105 CORPORATE DR PLANO TX 75024 KCA Table NA NA 11854 42ND AVE S TUKWILA \ 98168 TukwilaAd, ADDR-063I ACTIVE -Mt None 4809 SOUTH 162ND ST TUKWILA ' 98188 KCA Table NA NA 11862 42ND AVE 5 TUKWILA I. 98168 KC-AdddressPoints NA NA 8213 S 121ST ST SEATTLE V 98178 KCA Table NA NA 12016 42ND AVE SOUTH TUKWILA ' 98168 KCA Table NA NA 12016 42ND AVE 5 TUKWILA \ 98168 TukwilaAd ADDR-063i ACTIVE -MI None 12020 42ND AVE 5 TUKWILA I. 98168 KCA Table NA NA 12026 42ND AVE 5 TUKWILA \ 98168 TukwilaAd ADDR-0631 ACTIVE-ML None 12034 42ND AVE 5 SEATTLE V 98168 KCA Table NA NA 12038 42ND AVE S TUKWILA \ 98168 KCA Table NA NA 11223 E LAKE JOY DR NE CARNATIO 98014 KCA Table NA NA 12048 42ND AVE 5 TUKWILA \ 98168 TukwilaAd. ADDR-087i ACTIVE -MI None 12054 42ND AVE 5 SEATTLE V 98168 KCA Table NA NA 12058 42ND AV 5 SEATTLE V 98168 KCA Table NA NA 3713 PARK AVE N RENTON 1A 98056 KCA Table NA NA 12062 42ND AVE S TUKWILA \ 98168 TukwilaAd, ADDR-0871 ACTIVE-ML None 4202 S 122ND ST TUKWILA \ 98168 KCA Table NA NA 4206 S 122ND ST TUKWILA \ 98168 KCA Table NA NA 4210 S 122ND ST TUKWILA ' 98168 KCA Table NA NA 4214 5 122ND ST TUKWILA ' 98168 KCA Table NA NA 4220 122ND S TUKWILA ' 98168 KCA Table NA NA 4220 S 122ND ST TUKWILA \ 98168 TukwilaAd, ADDR-113: ACTIVE -Mt None 4240 S 122ND ST TUKWILA \ 98168 KCA Table NA NA 4260 S 122ND ST TUKWILLA 98178 KCA Table NA NA 4302 S 122ND ST TUKWILA \ 98178 KCA Table NA NA 4310 S 122ND ST TUKWILA \ 98178 KCA Table NA NA 12065 44TH AVE S TUKWILA \ 98178 KCA Table NA NA 12055 44TH AV S SEATTLE V 98178 KCA Table NA NA 12049 44TH AVE S SEATTLE V 98178 KCA Table NA NA 12045 44TH AVE S TUKWILA \ 98178 TukwilaAd, ADDR-088: ACTIVE -MI None 20208 SE 245TH ST MAPLE VAI 98038 KCA Table NA NA 12025 44TH AVE S TUKWILA \ 98178 TukwilaAd, ADDR-0881 ACTIVE -Mt None 12029 44TH AVE 5 TUKWILA I. 98178 TukwilaAd. ADDR-088: ACTIVE -Mt None 3832 S LUCILE ST SEATTLE V 98118 KCA Table NA NA 12017 44TH AVE S TUKWILA \ 98178 TukwilaAd, ADDR-064: ACTIVE -Mt None 20206 126TH PL SE KENT WA 98031 KCA Table NA NA 11867 44TH AVE S TUKWILA \ 98178 TukwilaAd, ADDR-064: ACTIVE -MI None 11863 44TH AV S TUKWILA ' 98178 KCA Table NA NA 11853 44TH AVE S SEATTLE V 98178 KCA Table NA NA 11851 44TH AVE S SEATTLE V 98178 KCA Table NA NA 11847 44TH AVE S TUKWILA \ 98178 KCA Table NA NA 11845 44TH AVE S TUKWILA ' 98178 KCA Table NA NA 11835 44TH AVE S TUKWILA ' 98178 KCA Table NA NA 11837 44TH AVE S SEATTLE IA, 98178 KCA Table NA NA 11831 44TH AVE S SEATTLE V 98178 KCA Table NA NA 11825 44TH AV S SEATTLE V 98178 KCA Table NA NA 11821 44TH AVE S TUKWILA ' 98178 KCA Table NA NA 11815 44TH AVE S TUKWILA \ 98178 KCA Table NA NA PO BOX 179 BLACK DIA 98010 KCA Table NA NA 11811 44TH AVE S TUKWILA \ 98178 TukwilaAd, ADDR-063! ACTIVE -Mt None 11803 44TH AV S TUKWILA ' 98178 KCA Table NA NA 3109 13TH AVE S SEATTLE V 98144 KCA Table NA NA 11685 44TH AVE S TUKWILA \ 98178 TukwilaAd, ADDR-063: ACTIVE -Mt None 11659 44TH AVE S SEATTLE V 98178 KCA Table NA NA 11651 44TH AVE S TUKWILA \ 98178 KCA Table NA NA 321 7TH AVE N ALGONA V 98001 KCA Table NA NA 11645 44TH AVE S TUKWILA \ 98178 KC-AdddressPoints NA NA PO BOX 24024 SEATTLE V\ 98124 KCA Table NA NA 11637 44TH AVE S TUKWILA \ 98178 TukwilaAd, ADDR-063' ACTIVE -Mt None 11639 44TH AVE S TUKWILA \ 98178 TukwilaAd. ADDR-063' ACTIVE -Mt None 11635 44TH AVE S SEATTLE V 98178 KCA Table NA NA 500 4TH AVE SEATTLE V 98104 KCA Table NA NA 6204 SE 28TH ST MERCER IS 98040 KCA Table NA NA 2400 NW 80TH ST #179 SEATTLE V 98117 KCA Table NA NA 33514000( Occupant 33514000: THOMSON JOEL 33514000: Occupant 33514000: THOMSON JOEL 33514000, GOULD JEFFREY R 33514000, Occupant 33514000; HOFFMAN STANLEY G 33514001( HATTON RALPH L 33514001: DOTY KEVIN W 33514001! DOTY DONAY 33514001; BLOWER MARK J WOOLSEY GERRY S 33514001E TSE WING TSZ+TSE-WONG SIU L 33514001E Occupant 33514001E Occupant 33514001! HARRISON BRIAN K 33514002( SCHOOLEY DAVID R JR+CHANDA 33514002: SZLUK MICHAEL D 33514002: SIEBENBAUM JOHN 33514002, Occupant 33514002, Occupant 33514004; MCKENNA CASEY ALISTAIR 33514004f REICHLIN THERESA 33514005( RAMEY CHARLES E+MARION L 33514005: CHAN ANDY HO-HANG 33514005: Occupant 33514005! VOGEL WALTER H 33514005! CHEW GERALD 33514006: MCKENN,4 CASEY 33514006: Occupant 33514006: GONZALES MICKIALA PMB 5570 33514006: Occupant 33514006: MCKNIGHT IAN F+KNEEDLER SAD 33514006: NELSON JOHN D+RAMONA E RHOD 33514007: THOMAS NIKINA 33514007: ALBERT SEAN 33514008: LEE ABIGAIL C 33514008: Occupant 73406000: LINDER PHILLIP I+PAMELA S 73406000: CRABTREE JAMES W+KATHLEEN M 73406000: IVANEK BENJAMIN 73406000: Occupant 73406000: GLICK SHOSHANA 73406000, WICHMANN BRIAN 73406000, Occupant 73406000, REICHLIN THERESA 73406000, Occupant 73406000, SUNDE SAJO+AILEEN+RHONDA L 73406000, HUNT JANET M 73406000, DAVIS KEVIN 73406000E WALZ CATHY J 73406000(Occupant 73406000E NGUYEN NGUYET 73406000E Occupant 73406000E WALLACE MARVIN E+WATSON LAU 73406000( HAWLEY SANDRA C 73406000E HAWLEY H M BREWER-HAWLEY CHE 73406000E NGUYEN CRIST+TRANG KHANH TR 73406000E KUMAR MACKENZIE M+KRISTAN 73406000E AUKOFER JAMES 73406000E Occupant 73406000E HUYNH KHAI H 73406000E Occupant 73406000E MCVEA EILEEN 73406000E HOSTETLER CALYN M 73406000E Occupant 73406000E HANNAH ROSA LEE 3914 S 115TH ST 3203 E YESLER 3922 S 115TH ST 3201 E YESLER 3910 S 114TH ST 3904 S 114TH ST 3924 S 114TH 3935 S 113TH 3917 SO 113TH STREET 3917 S 113TH ST 3915 S 113TH ST 5228 20TH AVE S 3904 S 113TH ST 3906 S 113TH ST 3910 S 113TH ST 3914 S 113TH ST 3922 S 113TH ST 3928 S 113TH ST 3928 S 113TH ST UNIT 1 3928 S 113TH ST UNIT 2 4008 S 114TH ST 4010S114THST 4104 SOUTH 114TH STREET 380 STEVENS AVE SW 4110S114THST 4111S113THST 8617 SE 76TH PL 2722 S 147TH ST 11311 41ST AVE S PO BOX 257 4002 S 115TH ST 4014S115THST 4016 S 115TH ST 4115 S 114TH ST 4023 S 114TH ST 11412 40TH AVE 5 4202 S 115TH ST 11918 INTERURBAN PLS 115 WELLS AV N 6004 12TH AV S #4 11928 INTERURBAN PLS 11914 INTERURBAN PLS 15201 MILITARY RD S 4021 S 119TH ST 11902 INTERURBAN PLS 11904 INTERURBAN PLS 4037 S 119TH ST 4025 S 119TH ST 4035 S 119TH PO BOX 69024 11816 40TH PL S 202 12TH AVE E 4020 5 119TH ST 4036 S 119TH ST 11816 40TH AVE S PO BOX 47363 11820 40TH AVE S 4026 S 119TH ST 11738 40TH PL S 11734 40TH PL S 3225 S 276TH ST 11728 40TH AVE S 11801 40TH PL S PO BOX 80862 11802 40TH PL S 11806 40TH AVE S TUKWILA\ 98168 KC-AdddressPoints NA NA SEATTLE V 98122 KCA Table NA NA TUKWILA\ 98168 KC-AdddressPoints NA NA SEATTLE V 98122 KCA Table NA NA SEATTLE V 98168 KCA Table NA NA TUKWILA \ 98168 TukwilaAd, ADDR-062: ACTIVE-ML None TUKWILA ' 98168 KCA Table NA NA SEATTLE V 98168 KCA Table NA NA SEATTLE V 98168 KCA Table NA NA SEATTLE V 98168 KCA Table NA NA TUKWILA ' 98168 KCA Table NA NA SEATTLE V 98108 KCA Table NA NA TUKWILA \ 98168 TukwilaAd,ADDR-118! ACTIVE -MI None TUKWILA \ 98168 TukwilaAd ADDR-118!ACTIVE-MI None TUKWILA ' 98168 KCA Table NA NA TUKWILA\ 98168 KCA Table NA NA TUKWILA \ 98168 KCA Table NA NA TUKWILA \ 98168 KCA Table NA NA TUKWILA \ 98168 TukwilaAd• ADDR-118I ACTIVE -MI None TUKWILA \ 98168 TukwilaAdt ADDR-118 ACTIVE-ML None TUKWILA \ 98168 KCA Table NA NA TUKWILA \ 98168 KCA Table NA NA SEATTLE V 98168 KCA Table NA NA RENTON VA 98057 KCA Table NA NA TUKWILA \ 98168 TukwilaAdt ADDR-062, ACTIVE -MI None TUKWILA \ 98168 KCA Table NA NA MERCER IS 98040 KCA Table NA NA TACOMA 98405 KCA Table NA NA TUKWILA \ 98168 TukwilaAdt ADDR-118: ACTIVE -MI None OLYMPIA ' 98507 KCA Table NA NA TUKWILA \ 98168 TukwilaAd, ADDR-062! ACTIVE -MI None TUKWILA \ 98168 KCA Table NA NA TUKWILA ' 98168 KCA Table NA NA TUKWILA\ 98168 KCA Table NA NA TUKWILA\ 98168 KCA Table NA NA TUKWILA\ 98168 KCA Table NA NA TUKWILA\ 98178 TukwilaAdt ADDR-070! ACTIVE-ML None SEATTLE V 98168 KCA Table NA NA RENTON V 98055 KCA Table NA NA SEATTLE V 98108 KCA Table NA NA TUKWILA\ 98168 TukwilaAd, ADDR-118! ACTIVE-ML None TUKWILA \ 98168 KCA Table NA NA SEATTLE V 98188 KCA Table NA NA TUKWILA \ 98168 TukwilaAdt ADDR-063: ACTIVE -MI None TUKWILA% 98168 KCA Table NA NA TUKWILA\ 98168 KC-AdddressPoints NA NA TUKWILA\ 98168 KCA Table NA NA TUKWILA\ 98168 KCA Table NA NA TUKWILA ' 98168 KCA Table NA NA SEATTLE V 98168 KCA Table NA NA TUKWILA \ 98168 TukwilaAdt ADDR-118: ACTIVE-ML None SEATTLE Vv 98102 KCA Table NA NA TUKWILA \ 98168 TukwilaAdt ADDR-063: ACTIVE-ML None TUKWILA ' 98168 KCA Table NA NA TUKWILA ' 98168 KCA Table NA NA SEATTLE V 98146 KCA Table NA NA TUKWILA ' 98168 KCA Table NA NA TUKWILA 98168 KCA Table NA NA TUKWILA ' 98168 KCA Table NA NA TUKWILA l 98168 TukwilaAdtADDR-122E ACTIVE -MI None AUBURN V 98001 KCA Table NA NA TUKWILA l 98168 TukwilaAd, ADDR-118: ACTIVE -MI None TUKWILA \ 98168 KCA Table NA NA SEATTLE uV 98108 KCA Table NA NA TUKWILA \ 98168 TukwilaAdt ADDR-118: ACTIVE -MI None SEATTLE V 98168 KCA Table NA NA 73406000/ HOANG PHUC 73406001( MOHAMED HAMZA+DAMBONG NURAI 73406001( HALBERT JACK E 73406001( GRENSTEAD TRACEY D 73406001( ALLSOPP JAMES L JR 73406001( PRILL ERIK 73406001( Occupant 73406001( FELTUS ALENE 73406001: VU LUAN+PHAM TINH 73406001: Occupant 73406001: OTHER WORKS L L C 73406001: NGUYEN HAI T+DIEM DUNG PHAM 73406001: DORSETT SARAH 73406001: MCCLEAVE DIANE L 73406001, STEELE DAVID M+CHERYL A 73406001, TURNER JAY C+DIANA 1 73406001, Occupant 73406001, JUSTINE ANNE ELIZABETH+D'AM 73406001, WYRE GEORGE R JR 73406001, MOUTAFOVA ANTOANETA 73406001, Occupant 73406001E STEEL ANGELA S+JACOB C 734060011 WOODS JESSE+VICTORIA LYNN 73406001E MOLTHEN RICHARD R+HOLLY F 734060011Occupant 734060011 PATTON MATTHEW A+ARLENE A 734060011Occupant 73406002( NAKATA LINDSAY N GUARDIANSH 73406002( Occupant 73406002( SWAN JOHN K 73406002: KERR GEORGINA L 73406002: NAKATA KAZUO 73406002: Occupant 73406002! SIRES LYNN K 73406004: KING COUNTY -TRANSIT 73406004: Occupant US ARMY CORP OF ENGINEERS DEPARTMENT OF INTE FISH & WILDLIFE SERV DEPT OF NATURAL RESOURCES WA FISHERIES & WILD LARRY FISHER DEPT OF ECOLOGY NW REGIONAL OFFICE DUWAMISH RIVER CLEAN UP COALITION MUCKLESHOOT Cultur Laura Murphy MUCKLESHOOT Fisher Karen Walter MUCKLESHOOT Wildli Mike Middleton DUWAMISH INDIAN TRIBE PEOPLE FOR PUGET SOUND 11736 40TH PL S 4017 S 117TH PL 4030 S 117TH PL 4007 S 117TH PL 40315 117TH PL 4105 YAKIMA AVE 4004 S 117TH PL 4016 S 117TH PL 11702 40TH AVE S 11706 40TH AVE 5 11710 40TH AV S 11620 40TH AVE S 11624 40TH AVE S 11704 40TH AV S 11608 40TH AV S 10711 E STATE RT 106 11614 40TH AVE S 11602 40TH AVE S 11606 40TH AVE SW 15140 65TH AVE S #213 11604 40TH AVE 5 11540 40TH AVE 5 3924 S 117TH 11605 40TH AVE SO 11605 40TH AVE S 11535 40TH AVE 5 11545 40TH AVE S 11600 39TH AV S 3916 S 117TH ST 3914 S 117TH 3836 S 116TH ST 11600 39TH AVE S 11608 39TH AVE S 11705 40TH AVE S 201 S JACKSON ST #417 12100 E MARGINAL WAY 5 4735 E MARGINAL WY S 911 NE llth AVE PO 47015 1775 12 AVE NW, STE 120 3190 160th AVE SE 210 S Hudson Street, Ste 332 39015 172nd AVE SE 39015 172nd AVE SE 39015 172nd AVE SE 4705 W MARGINAL WAY SW 1402 - 3rd Ave, Ste 1400 TUKWILA\ TUKWILA \ TUKWILA \ SEATTLE V\ TUKWILA \ TACOMA TUKWILA \ SEATTLE \ SEATTLE V\ TUKWILA \ SEATTLE V SEATTLE V\ TUKWILA \ TUKWILA ' TUKWILA ' UNION W, TUKWILA TUKWILA ' TUKWILA \ TUKWILA ' TUKWILA \ TUKWILA \ SEATTLE V SEATTLE V TUKWILA \ TUKWILA \ TUKWILA SEATTLE V TUKWILA \ TUKWILA SEATTLE V SEATTLE V TUKWILA SEATTLE V SEATTLE V TUKWILA \ SEATTLE W PORTLANC OLYMPIA \ ISSAQUAH BELLEVUE SEATTLE V\ AUBURN V AUBURN V AUBURN V SEATTLE VV SEATTLE IA 98168 KCA Table 98168 KCA Table 98168 KCA Table 98168 KCA Table 98168 KCA Table 98418 KCA Table 98168 TukwilaAdt ADDR-063 98168 KCA Table NA NA NA NA NA NA NA NA NA NA NA NA ACTIVE -Mt None NA NA 98168 KCA Table NA NA 98168 TukwilaAd, ADDR-122: ACTIVE -Mt None 98168 KCA Table NA NA 98168 KCA Table NA NA 98168 KCA Table NA NA 98168 KCA Table NA NA 98168 KCA Table NA NA 98592 KCA Table NA NA 98168 TukwilaAd. ADDR-122: ACTIVE -MI None 98168 KCA Table NA NA 98168 KCA Table NA NA 98188 KCA Table NA NA 98168 KC-AdddressPoints NA NA 98168 KCA Table NA NA 98168 KCA Table NA NA 98168 KCA Table NA NA 98168 TukwilaAd, ADDR-118i ACTIVE -Mt None 98168 KCA Table NA NA 98168 TukwilaAd, ADDR-1181 ACTIVE -Mt None 98168 KCA Table NA NA 98168 TukwilaAd, ADDR-063: ACTIVE -Mt None 98168 KCA Table NA NA 98168 KCA Table NA NA 98168 KCA Table NA NA 98168 TukwilaAd, ADDR-117! ACTIVE -Mt None 98168 KCA Table NA NA 98104 KCA Table NA NA 98168 TukwilaAd, ADDR-122: ACTIVE -Mt None 98124 97232 98504 98027 Larrv.Fisher Larry Fisher 98008 Meg.Bomr Meg Bomn 425-649-7128 98134 98092 laura.murpl Laura Murphy 98092 Karen.Walti Karen Walter 98092 mike.midd Mike Middleteon 98106 98101 City of Tukwila Notice Of Application Shoreline Substantial Development Permit Zayo Fiber Optics Installation— Allentown 2, City File# PL17-0029 Project Planner: Lindsay Brown, Lindsay.Brown@tukwilawa.gov or 206.433.7166 File# PL17-0029 Applicant: Jason Accuardi for Zayo Property Owner: City of Tukwila right-of-way Project Location: Along S. 115th St and 42nd Ave S. from East Marginal Way to S. 122nd Street, north and east of the Duwamish River. Project Description: Installing fiberoptic cabling utilities underground and along above -ground utility poles. A Shoreline Substantial Development Permit is required for work within the Shoreline overlay zone. Your written comments on the project are requested and can be delivered to Dept. of Community Development, 6300 Southcenter Blvd, Suite 100, Tukwila WA 98188. Comments must be received by 5:O0p.m. on June 21, 2018. You may view the application, request a copy of any decision, comment on the project, and learn your appeal rights by contacting the project planner listed above, or by visiting our offices Monday through Friday, 8:00am to 5:00 pm at DCD, 6300 Southcenter Blvd, Suite 100, Tukwila WA 98188. City of Tukwila Notice Of Application Shoreline Substantial Development Permit Zayo Fiber Optics Installation— Allentown 2, City File# PL17-0029 Project Planner: Lindsay Brown, Lindsay.Brown@tukwilawa.gov or 206.433.7166 File# PL17-0029 Applicant: Jason Accuardi for Zayo Property Owner: City of Tukwila right-of-way Project Location: Along S. 115th St and 42nd Ave S. from East Marginal Way to S. 122nd Street, north and east of the Duwamish River. Project Description: Installing fiberoptic cabling utilities underground and along above -ground utility poles. A Shoreline Substantial Development Permit is required for work within the Shoreline overlay zone. Your written comments on the project are requested and can be delivered to Dept. of Community Development, 6300 Southcenter Blvd, Suite 100, Tukwila WA 98188. Comments must be received by 5:O0p.m. on June 21, 2018. You may view the application, request a copy of any decision, comment on the project, and learn your appeal rights by contacting the project planner listed above, or by visiting our offices Monday through Friday, 8:00am to 5:00 pm at DCD, 6300 Southcenter Blvd, Suite 100, Tukwila WA 98188. City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director Bill To Jason Accuardi 22651 83RD AVE S Kent WA 98032 JASON.ACCUARDI@ZAYO.COM INVOICE Invoice Issue date: May 21, 2018 Due date: June 4, 2018 RE: Zayo Fiber Optics Installation Project Numbers: PL17-0029 Following is a break -down of fees that are owed for the generation and mailing of Notice of Application postcards. Description Notice of Application Mailing Permit Number PL17-0029 The City of Tukwila accepts Cash, Check, Visa/Mastercard Credit card payment is accepted over the phone. 206.431.3670 A 3% convenience fee will be charged for all credit and debit payments. Quantity Price Line Total 310 1.00 Subtotal Paid 310.00 $310.00 Amount Due $00.00 $310.00 If paying by check please remit payment to: City of Tukwila Attn DCD 6300 Southcenter Blvd., Ste 100 Tukwila WA 98188 Phone: 206-433-1800 • City Hall Fax: 206-433-1833 • Website: www.ci.tukwila.wa.us City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director NOTICE OF COMPLETE APPLICATION May 16, 2018 Jason Accuardi 22651 83rd Ave S. Kent, WA 98032 Sent via email to: Jason.accuairdi@zayo.com, iewel@mgctechnical.com RE: Zayo, City File # PL17-0029 Dear Mr. Accuardi, Your application for a Shoreline Development Permit in Tukwila is considered complete on May 15th, 2018 for the purposes of meeting state -mandated time requirements. Based on revised technical drawings and revisiting WAC 197-11-305: Categorical Exemptions, your project does not require SEPA review. City staff will issue the refund of your SEPA application fee within a few weeks. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the Shoreline Substantial Development Permit. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. A valid Franchise Utility Permit is required prior to doing any work. Please feel free to contact me with any questions. Sincerely, Lindsay Brown Assistant Planner Tukwila City Hall • 6200 Southeenter Boulevard • Tukwila, WA 98188 • 206-433-I800 • Website: TukwilaWA.gov PRIVATE PROPERTY UNITS New Aerial Unit Ft Quantity Rate $2.33 Costs $0.00 Overlash Existing Aerial Ft $1.97 $0.00 Pull through Existing Empty Conduit Ft $1.41 $0.00 Pull through Existing Occupied Conduit Ft 0 $1.68 $0.00 New Directional Bore Ft $22.09 $0.00 New Landscape Bore Ft $22.09 $0.00 New Trench Ft $10.34 $0.00 New Interior Path Ft $5.88 $0.00 New Exterior Path Ft $5.50 $0.00 DT Seattle Trench Ft 0 $350.00 $0.00 Set Vaults , Doghouses, Lockboxes or Pedestals Ea $800.00 $0.00 Materials Unit Quantity Rate Costs Special Brackets, Weatherheads, Clamps, Etc. Ft + Min. $0.50 $0.00 Existing Path Innerduct/Consumables Ft + Min. $0.75 $0.00 Interior Path - Conduit, 1-Boxes, Clamps, Fittings, Etc. Ft + Min. $3.15 $0.00 Exterior Path - Conduit, J-Boxes, Clamps, Fittings, Etc. Ft + Min. $3.15 $0.00 New Underground - Consumables, Pull Rope, Lube, Tracer, Etc. Ft + Min. $2.25 $0.00 Vaults , Doghouses, Lockboxes or Pedestals Ea. + Min. 0 $350.00 $0.00 Uninterruptable Power Supply (UPS) for State Projects Ea. $550.00 $0.00 Hard Surface Restoration, Grind and Overlay, Etc. Sq Ft. $19.00 $0.00 ISP NODE AND OTHER 1 $30,000.00 $0.00 Other 0 $0.00 $0.00 Place Rack and FTE Ea $318.68 $0.00 Engineering/Design/As-Built Ft & Ea Varies $0.00 RIGHT-OF-WAY UNITS Unit Quantity Rate Costs New Aerial Ft 4214 $2.78 $11,714.92 Overlash Existing Aerial Ft 0 $2.25 $0.00 Pull through Existing Conduit Ft $2.10 $0.00 New Directional Bore Ft 566 $30.00 $16,980.00 New Landscape Bore Ft $26.00 $0.00 New Trench Ft 42 520.00 $840.00 DT Seattle Trench Ft $400.00 $0.00 Set Vaults , Doghouses or Pedestals Ea 3 $800.00 $2,400.00 Splice Fiber Ea $600.00 $0.00 Splice Coaxial Cable Location $0.00 $0.00 Materials Unit Quantity Rate Costs Aerial Strand, Lash, Clamps, Etc. Ft 4214 $0.80 $3,371.20 Existing Path Innerduct/Consumables Ft 566 $0.75 $424.50 New Underground - Consumables, Pull Rope, Lube, Tracer, Etx. Ft .$0.25 $0.00 Vaults , Doghouses, Lockboxes or Pedestals Ea 3 $850.00 $2,550.00 Fiber Splice Case/Consumables Ea $400.00 $0.00 Fiber Ft 4780 •$1.37 $6,548.60 Coaxial Actives, Taps, Splitters, Consumables Ea $0.00 $0.00 Coaxial Cable Ft $0.00 $0.00 Hard Surface Restoration, Grind and Overlay, Etc. Sq Ft. $19.00 $0.00 Other 0 $0.00 $0.00 Other 0 $0.00 $0.00 Engineering/Design/As-Built Ft & Ea 4780 $1.10 $5,258.00 Special Permit (RR, WSDOT, Shoreline, Etc.) Private Property Subtotal Right of Way Subtotal Job Total Ea $2,500.00 $0.00 $0.00 $50,087.22 $50,087.22 RECEIVE DEC 20 2011 Community Development d. Reducing or eliminating the impact over time by preservation and maintenance operations; e. Compensating for the impact by replacing, enhancing, or providing substitute resources or environments; and f Monitoring the impact and the compensation projects and taking appropriate corrective measures. The applicant will achieve no net loss by compensating for the impact by replacing, enhancing, or providing substitute resources or environments; and restoring surface to city standards to as good or better than prior condition. Everything proposed is being completed under pavement/sidewalk. Boring does not remove or add fill. RECEIVED .DEC 20 2011 Community Development CITY OF TUKWILA Department of Comnwni y Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY 846415 /ALLENTOWN 2 WANG JOHN P+JEAN Y CHEN Address: 12228 51ST Place S 98178 STATE OF WASHINGTON ss COUNTY OF DING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 12228 51ST Place S 98178 for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at 1;QVEI1/4-Q— (ci ty), J. )P (state), on ktpie 1 1\ c C 20.S (Print Name) -O (r f Ay (Address) `, / 7, (Phone Number) (Sign .i e) On this day personally appeared before me W0F to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS (JDAY OF rY\4 \r- ,`���tlllll/�� ••. GOM� j�S. `0 e �►: '� 0 d NOTARY PUBLIC in `ati3 for the-8ta e of Washington residing at My Commission expires on L l� \\ IS- �e Qt UJ T 0e,, rn 1.4 Z Oh -n tPf � �'9) 13: vm) - • • v be tea. e "ei• , GTON �a•�"! AA Page 7 of 10 \\citystoil�.t;tty Common\Teri - DC1YK rby12016 Applications\Shoreline Sub Dev March 2016.docx , 20 \T1 RECEIVED DEC 20 2011 Community Development CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT APPLICATION FOR STAFF USE ONLY Permits Plus Type: P-SHORE Planner: L, I h lits & Bre W VI File Number: L f 7 " 0 D 8 & Application Complete (Date: ) Project File Number: CO (ill[ L ri ._ 0 Application Incomplete (Date: ) Other File Numbers: E j -1 — 0 0 0 Co NAME OF PROJECT/DEVELOPMENT: ZAYO -10092529 - ALLENTOWN 2 BRIEF DESCRIPTION OF PROJECT: INSTALL FIBER BY AERIAL AND UNDERGROUND PROJECT VALUE: 50,087.22 THIS APPLICATION REQUIRES PUBLIC NOTICE. PLEASE REFER TO SECTION `A' — PUBLIC NOTICE MATERIALS LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 12234 51 ST PL S., TUKWILA, WA. 98178 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement or NWMaps.net). TUKWILA ROW PROJECT VALUE (PLEASE ATTACH DOCUMENTATION): 50, 087.22 DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapp E Y G C E IV e �J ^ development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: JOSEPH MORTON Address: 22651 83RD AVE S, KENT, WA 98032 DEC 20 2017 Community uevelopment Phone: 206-832-4861 OR 719.388.3990 FAX: E-mail: JOSEPH.MORTON@ZAYO.COM AND PAUL.MCCLURE@ ZAYO.COM Signature: Date: P P Jao_ j 2p 1- CPL Page 6 of 10 \lcitystorc\City Cornmon\Tai . DCDUCirbyt2016 Applications\Shorclinc Sub Dcv March 2016docx ADDRESS: 12234 51ST PL S., TUKWILA, WA. 98178 PROJECT NAME:10092529 - ALLENTOWN 2 - SHORELINE PERMIT DUWAMISH RIVER SITE LOCATION 0 Know what's below. Call before you dig. 500' 1000' CONTACTS ZAYO CONTACT: SCOTT MORRISON 22651 83RD AVE S KENT, WA 98032 C. 206.596.7988 SCOTT.MORRISON@ZAYO.COM BRYSON BAILY MGC TECHNICAL CONSULTING, INC. 8521 154TH AVE NE REDMOND, WA 98052 C.206.799.3001 BRYSON@MGCTECHNICAL.COM SHEET INDEX 1. COVER SHEET / SITE LOCATION 2. LEGEND 3. GENERAL NOTES 4-10. PLAN VIEW A - G 11. AERIAL TYPICALS 12. UNDERGROUND TYPICALS 13. CROSS SECTIONS 14. CROSS SECTIONS SCOPE OF WORK: FROM AN EXISTING ZAYO VAULT AND SPLICE CASE ON THE EAST SIDE OF EAST MARGINAL WAY S. INSTALL (1) 144F CABLE USING AERIAL AND UNDERGROUND CONSTRUCTION SOUTH ON EAST MARGINAL WAY S, EAST ON S 115TH ST, SOUTH ON 42ND AVE S, EAST ON S 122ND ST AND SOUTH TO 51ST PL S TO AN EXISTING AT&T MEET -ME VAULT ON THE EAST SIDE OF THE ROAD. THEN USE EXISTING VAULTS, CONDUIT AND PULL-BOX'S TO THE PROPOSED ZAYO EQUIPMENT LOCATION AT 12234 51ST PL S. SET VAULTS ALONG THE WAY AND PULL (1) 144F CABLE THROUGHOUT. RECEIVED DEC 20 2017 Community Development 3 AS —BUILT 2 11/22/17 8B CH REVISION # 1 12/27/16 8B MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT lip=uroe ORO 1P MG ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 SCALE: 1"=1000' DRAWING NAME: ZAYO- 10092529-ALLENTOWN 2-SHORELINE PERMIT PLANS.dwg CONFIDENTIAUPROPRIETARY SHEET: 1 OF 14 LINETYPES IM F/0 X AERIAL FIBER - EXISTING AERIAL FIBER - ATTACH AERIAL FIBER - OVERLASH LEGEND SYMBOLS I® CONDUIT - EXISTING Gn CONDUIT - PROPOSED `Cq, INNERDUCT - EXISTING INNERDUCT - PROPOSED G GAS W WATER TELEPHONE F/o FIBER OPTIC STRAND - EXISTING STRAND - PROPOSED E ELECTRIC SEW SANITARY SEWER (SEW) SD STORM DRAIN T ✓ CABLE TV STM STEAM OIL OIL LiNK UNKNOWN UTILITY X FENCE R/1^r RIGHT OF WAY EOP EDGE OF PAVEMENT ABBREVIATIONS ASW ASPHALT SIDEWALK BIP BLACK IRON PIPE BSP BLACK STEEL PIPE CSW CONCRETE SIDEWALK ELECT. ELECTRIC EOP EDGE OF PAVEMENT EOTW EDGE OF TRAVEL WAY FOC FACE OF CURB F/0 FIBER OPTIC HDPE HIGH DENSITY POLYETHYLENE HH HANDHOLE J8 JUNCTION BOX MH MANHOLE MP MILE POST 0/S OFFSET PR POWER RISER PVC POLY VINYL CHLORIDE RGS RIGID GALVANIZED STEEL CONDUIT ROW RIGHT OF WAY SEW SANITARY SEWER SD STORM DRAIN STA. STATION STM STEAM TEL TELECOM O i 01 0 RISER - EXISTING RISER PROPOSED CATCH BASIN/INLET (RECTANGULAR) CATCH BASIN/INLET (ROUND) ARE HYDRANT WATER/GAS VALVE LIGHT POST STREET UGHT TRAFFIC UGHT ARM TREE CULVERT WING WALL BRIDGE STREET SIGN ADA RAMP UTILITY POLE - EXISTING UTILITY POLE - PROPOSED TRAFFIC RATED VAULT - EXISTING (SIZE AND UTILITY TYPE MAY VARY) TRAFFIC RATED VAULT - PROPOSED (SIZE MAY VARY) HANDHOLE - EXISTING (SIZE AND UTILITY TYPE MAY VARY) HANDHOLE - PROPOSED (SIZE MAY VARY) PEDESTAL - EXISTING (SIZE AND UTIUTY TYPE MAY VARY) PEDESTAL - PROPOSED (SIZE MAY VARY) WET UTILITY MANHOLE - EXISTING (SIZE AND UTILITY TYPE MAY VARY) BORE PIT - PROPOSED (SIZE MAY VARY) UTILITY POTHOLE Tp TRANSMISSION/DISTRIBUTION POLE O TRANSMISSION POLE O DISTRIBUTION POLE HII GROUND/BOND 0' Ci<D, AERIAL STORAGE - EXISTING 0' AERIAL STORAGE -PROPOSED VAULT/BUILDING STORAGE - EXISTING ( 0') VAULT/BUILDING STORAGE - PROPOSED `—� POLE ANCHOR/DOWN GUY - EXISTING —� POLE ANCHOR/DOWN GUY - PROPOSED --►� DOWN GUY TO EXISTING ANCHOR - PROPOSED 00-41 SPLICE POINT - EXISTING 1041 SPLICE POINT - PROPOSED FDP FDP TERMINATION - EXISTING TERMINATION - PROPOSED F61 PULLBOX - EXISTING PB PULLBOX - PROPOSED O CONSTRUCTION NOTE / RESTORATION CALLOUT PHOTO -MARKER NORTH ARROW INFORMATION TABLES POLE NUMBER # EXISTING UTIUTY 0'-0" PROPOSED ATTACH 0'-O" #F IN: OUT: #F IN: TAIL: #F TAIL: OUT: HATCH PATTERNS UTIUTY POLE INFORMATION TABLE (NUMBER OF ATTACHMENTS MAY VARY) SEQUENTIAL IN/OUT CALLOUT SEQUENTIAL IN/TAIL CALLOUT SEQUENTIAL TAIL/OUT CALLOUT Q a A Know what's below. Cell before you dig. Z. 7 -1___L-ae_,2jeb CONCRETE SIDEWALK GRASS/VEGETATION GRAVEL WATER RECEIVED DEC 20 2017 Community Development 3 AS —BUILT 2 11/22/17 88 CH REVISION if 1 12/27/16 BB MK ORIGINAL NO. GATE ENGINEER DRAFTER COMMENT MGC ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529- ALLENTOWN 2- SHORELINE PERMIT PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 2 OF 14 GENERAL NOTES The locations of utilities shown on these drawing are only approximate. MGC TECHNICAL CONSULTING, INC. is not responsible for the exact location of utilities. Persons working in the area covered by this drawing must contact the statewide Call -Before -You -Dig System (811) to ascertain the location of underground utilities prior to performing any excavation. GENERAL 1. At least one week before beginning construction, contact Public Works Utilities Inspector and schedule a preconstruction meeting. 2. Notify the Utilities Inspector at 206-433-0179 at least 48 hours (2 working days) before starting project site work. 3. Request a Public Works utility inspection at least 24 hours (1 working day) in advance by calling 206-433-0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available at the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre -approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved by the Public Works s Director. 8. Contractor shall maintain a current set of record drawings on -site. 9. Contractor shall provide record drawings prior to project final approval. 10. Contractor shall provide traffic control and street maintenance plan for Public Works approval before implementation. 11. All surveying for public facilities shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. For projects within a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929. Horizontal datum shall be State Plane Coordinates. 12. The Contractor shall replace, or relocate all signs damaged or removed due to construction. PAVEMENT RESTORATION 1. Compact backfill to compaction of undisturbed ground or compact backfill to meet City standards. 2. Restore pavement to its original condition immediately following backfilling or when concrete is cured. a. Except for winter or other weather conditions which prevent paving, complete paving, resurfacing, or facility replacement : • On principal arterial, major or collector street within 3 calendar days. • On other streets within 7 calendar days b. For work prevented due to weather: • Provide a temporary patch. • Provide a construction schedule addressing means and methods to minimize traffic disruption and to complete work as quickly as possible. AERIAL NOTES 1. ALL CONSTRUCTION IS TO BE PREFORMED TO INDUSTRY ACCEPTABLE STANDARDS. 2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENTS TO BE DOCUMENTED AT THE TIME OF CONSTRUCTION. 3. 6.6M STRAND TO BE USED WITH STANDARD 5/8" POLE LINK HARDWARE UNLESS OTHERWISE SPECIFIED BOND STRAND TO POWER MAIN WHERE APPLICABLE. 4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE 5. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC ALONG WITH APPLICABLE LOCAL & REGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PRINTS IS TO BE VALIDATED WITH THE DESIGNER OR OWNER PRIOR TO CONSTRUCTION. 6. ALL PVC OR HDPE CONDUITS ARE TO BE PLUGGED WITH COMPRESSION STYLE PLUGS. ANY CONDUITS CONTAINING FIBER CABLE REQUIRE SIMPLEX COMPRESSION PLUGS SEALING THE CONDUIT AROUND THE CABLE. UTILITY NOTES 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches. All trench safety systems shall meet WISHA requirements. 2. Place power, cable, fiber optics, and telephone lines s in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins, and valves in public rights -of -way or easements after asphalt paving. WORK IN RIGHT-OF-WAY 1. When activity is unattended, install a sign with minimum two-inch letters stating Permittee or company name, and day and evening phone numbers. TMC 11.08.140 2. Install barricades, signs, warning lights, and safety devices sufficient to notify public of obstruction or traffic hazard. Devices must remain until the obstruction is cleared and the right-of-way is restored. TMC 11.08.170A 3. Maintain access to fire stations, fire hydrants, fire escapes, and fire fighting equipment. rMc 11.08.180 4. Maintain access to property adjoining excavation or site work. 5. Preserve and protect all property adjoining excavation or site work. 6. Restore disturbance to private and public property. TMC 11.08.220.D 7. Disturbance of survey monuments and markers requires the Director's preapproval. A licensed surveyor shall replace disturbed monuments and markers, 8. Comply with all state and city laws and procedures to protect public from air, water and noise pollution. TMC 11.08.210 9. Install temporary sidewalk or curb ramp if permanent is blocked. TMC 11.08.220 10. Cover open excavation with non-skid steel plates ramped to elevation of contiguous right of way surface. TMC 11.08.220 11. Store all stockpile material shall be stored in a safe manner to protect the public. L/1-008/0 RECEIVED DEC 20 2017 Community Development Know what's below. Call before you dig. 3 AS -BUILT 2 11/22/17 88 CH REVISION // 1 12/27/16 B8 MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT • OROUP MGC- ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 S1ST PL S. • TUKWILA, WA. 98178 DRAWING NAME: ZAYO - 10092529 - ALLENTOWN 2 - SHORELINE PERMIT PLANS.dwg CONFIDENTIAUPROPRIETARY SHEET: 3 OF 14 EAST MARGINAL WAY S PLAN VIEW A 200' OHWM LIMIT hCV 0) Q Mq FO /C.':. ?66 LULL 2(/) �O 200, POLE N MBER 012f1354994 NEUTRAL N/S ,i{ 35'6" SECONDARY 35'6" OHG PW NORTH 35'1" SECONDARY DRIP 33'8" SL 2 WEST / 30'9" SL NORTH 30'2" SL DRIP NORTH / 29'5" COMCAST 29' 1 " SCL BRACKET / 26'9" ZAYO ATTACH / / 28'6" *MR - LOWER COMST TO 28'1' 200, r�1 II U Li 7- dar6 ° OHWM Know what's below. CaII before you dig. 50' 100' CONSTRUCTION NOTES 2O PROPOSED STRAND & LASH (1) 144F CABLE ALONG EXISTING UTILITY POLES. 0 PROPOSED (1) 4" RISER ON EXISTING UTILITY POLE. PULL (1) 144F CABLE THROUGH. RECEIVED DEC 20 2017 Community Development 3 AS —BUILT 2 11/22/17 8B CH REVISION # 1 12/27/16 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT ONO • MGC ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 SCALE: 1"=100' DRAWING NAME: ZAYO- 10092529-ALLENTOWN 2- SHORELINE PERMIT -- PLANS.dwg CONFIDENTIAUPROPRIETARY SHEET: 4 OF 14 I> 11222 E MARGINAL WAY S f+�m w. kSFw£R EX.GAS SEW`_ \ `a , \ N V\ (1),1 PLAN VIEW B 2 G- -0- STA. 0+00 2 3 4 5 6 7 8 9' 10' 11' STA. 1 + w R/h' 1 rt,•N S115THST {L�1 F/0 SEFW/0 EDP _ EW DU �1�ysf iitivR2 r i J / t r J % . _ — f /w CO 0 eEw Q SE r-� 200' w 200' OHWM LIMIT 3800 S 115TH ST 60' X.WATER' � EX GAS 0 rv/gIB€R-- SEW EX.SEWER OF ;"7 k "—r. pP-•—r ow : EXISTING GRADE s' �" " S. • ` ........ � ' o I tie-3Tuu 5 I A. 4+UU ____...-1;—...—...— — — —.... — .............. MP — s s� i =-- - M -- HORIZ. SCALE: 1"=20'-0" CONSTRUCTION NOTES O4 PROPOSED (1) 4" RISER ON EXISTING UTILITY POLE. PULL (1) 144F CABLE THROUGH. 0 PROPOSED TRENCH (1) 4" CONDUIT. PULL (1) 144F CABLE THROUGH. REPAIR SURFACE PER LOCAL JURISDICTION STANDARDS. 0 PROPOSED (1) 24" X36" X24" VAULT. CORE VAULT AND PLACE CONDUIT FROM TRENCH. COIL (1) 144F CABLE THROUGH. O PROPOSED BORE (2) 1 1/4" CONDUITS. CONTRACTOR TO POTHOLE UTILITIES PRIOR TO BORE. PULL (1) 144F CABLE THROUGHOUT. O9 PROPOSED 4'X6' BORE PIT. REPAIR SURFACE PER LOCAL JURISDICTION STANDARDS. O POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAIN MINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROM EXISTING UTILITIES. RECEIVED DEC 20 2017 Community Developme Know what's below. CaII before you dig. 0 10' 20' 30' 40' SCALE: 1 "=40' CoSYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. SEE SHEET #.— FOR SITE PHOTOGRAPHS. 3 AS —BUILT 2 11/22/17 BB CH REVISION # 1 12/27/16 86 MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT • AAOi1P MG ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 VERT. SCALE: 1"=5'-0" DRAWING NAME: ZAYO - 10092529 - ALLENTOWN 2 - SHORELINE PERMIT PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 5 OF 14 POLE NUMBER 033-1405918 NEUTRAL 31'8" SECONDA Y 31'0" SECONDA Y DRIP 30'10" SL 27'7" SL DRIP 27'7" SCL BRACKET 23' 1 " ZAYO ATTACH 24' 1 " POLE NUMBER 034-1405913 NEUTRAL 28'2" SECONDARY 28'2" SECONDARY DRIP 28'2" COMCAST 18'11" ZAYO ATTACH 19'11" POLE NUMBER 035-1405917 NEUTRAL 31'9" SECONDARY 31'9" SL DRIP 27'7" SL 27'6" COMCAST 20'0" SPANGUY F/0 EAST 10'0" ZAYO ATTACH 21'0" (DIPOLE NUMBER vv NEUTRAL 036-1405904 32'6" COMCAST 22'3" STRAND F/O ZAYO ATTACH 200' OHWM LIMIT 21'4" 23'3" 229' 148' 133' 156' 0 — •. 248' POLE NUMBER 094-1405892 F/0 002 38'11" NEUTRAL WEST 35'6" NEUTRAL 35'4" SECONDARY 34' 10" SECONDARY DRIP 34'2" SL 32'8" SL DRIP 32'3" COMCAST SOUTH 29'7" COMCAST E/W 23'10" 7AYO-7% Q >; PLAN VIEW C II DUWAMISH RIVER OHWM POLE NUMBER 038-1405909 SECONDARY DRIP 27'2" SECONDARY RACK 26'9" COMCAST 24'7" F/0 NORTH 24'2" F/0 EAST 21'10" ZAYO ATTACH 25'7" Know what's below. CaII before you dig. so. 100. L ! `7 — Gr3r6 SCA� 0' CONSTRUCTION NOTES OPROPOSED STRAND & LASH (1) 144F CABLE ALONG EXISTING UTILITY POLES. 0 PROPOSED (1) 4" RISER ON EXISTING UTILITY POLE. PULL (1) 144F CABLE THROUGH. RECEIVED DEC 20 2017 Community Development AS —BUILT 2 11/22/17 B8 CH REVISION # 1 12/27/16 88 MK ORIGINAL. NO. DATE ENGINEER DRAFTER COMMENT • ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAVO - 10092529- ALLENTOWN 2- SHORELINE PERMIT PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 6 OF 14 1 2 3' 4' 5' 6' 7' 8' 9' 10' 11' 1111110... MATCH TO SHEET 6 2 /,2 PLAN VIEW D S 115TH ST STA. 1+00 STA. 2+00 200' OHWM LIMIT 4016 S 115TH ST l 1 f (2 K2 12/2 WA45 STA 4+00 Ex s ER EXISTING GR7ACE J I/'1. JTVV . r1. — -1 2' I m E_ rm HC)RI7 SC'AI P• 1"=9n'_n" 0 O CONSTRUCTION NOTES PROPOSED (1) 4" RISER ON EXISTING UTILITY POLE. PULL (1) 144F CABLE THROUGH. PROPOSED TRENCH (1) 4" CONDUIT. PULL (1) 144F CABLE THROUGH. REPAIR SURFACE PER LOCAL JURISDICTION STANDARDS. PROPOSED (1) 24" X36" X24" VAULT. CORE VAULT AND PLACE CONDUIT FROM TRENCH. COIL (1) 144F CABLE THROUGH. 8O PROPOSED BORE (2) 1 1/4" CONDUITS. CONTRACTOR TO POTHOLE UTILITIES PRIOR TO BORE PULL (1) 144F CABLE THROUGHOUT. O PROPOSED 4'X6' BORE PIT. REPAIR SURFACE PER LOCAL JURISDICTION STANDARDS. O POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAIN MINIMUM T VERT! IES C.1 V ,51C4G FROM EXISTING UTILITIES. '"� g.n �j 6.It' DEC 20 2011 Community Development Know what's below. Call before you dig. 0 10' 20' 30' 40. SCALE: 1"=40' SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. SEE SHEET tt— FOR SITE PHOTOGRAPHS. 3 AS —BUILT 2 11/22/17 BB CH REVISION # 1 12/27/16 BB MK ORIGINAL NO. OATE ENGINEER DRAFTER COMMENT • ONOii P MGC ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 VERT. SCALE: 1"=5'-0" 00* DRAWING NAME: ZAYO- 10992529 - ALLENTOWN 2- SHORELINE PERMIT PLANS.dwg _ CONFIDENTIAUPROPRIETARY SHEET: 7 OF 14 ,0-0°" GON� POLE NUMBER 0111 1' 4997 OHG PWR SW 32' 1 " DOWN GUY PWR 31'5" OHG F/0 SW / 22'0" ZAYO ATTACH / 2,3 D" MATCH TO SHEET 7 PLAN VIEW E POLE NUMBER 054-1354518 NEUTRAL 30'9" SECONDARY 30'9" DOWN GUII 29' 1 l " SECONDARY POWER RISER 27'9" SECONDARY DRIP 27'3" SL 26'6" SL DRIP 26'6" COMCAST 22'2" F/O 21'0" ZAYO ATTACH 23'2" POLE NUMBER 101-13,5462& N, EUTRAL_— -'—' 31'8" -SE_CONDARY---- - 31'8" DOWN GUY SW 31'1" SL DRIP 26'11" SL 26'7" COMCAST 22'10" F/0 21'6" ZAYO ATTACH 23'10" POLE NUMBER 072-1405922 NEUTRAL 28'5" SECONDARY 28'5" SECONDARY POWER RISER 27'11- SECONDARY DRIP / 7" SL DRIP 25' 0" SL j 24'5" COMCAST ( 22'5" F/0 I 21'2" ZAYO ATTACH / 23'5" 'PWR MR - SHAPE + T4PE TC1126'9' POLE NUMBER 142-40 15 SECONDARY 1 '1" COMCAST 1244v1 F/O l t 1'9" ZAYO ATTACH 23'11" II *PWR MR - BOND ST LT TO REDUCE M IDSPAN SECONDARY POLE NUMBER 123-1354627 NEUTRAL 0'10" SECC NDARY 30'10" SECCNDARY POWER RISER 30'0" SECONDARY DRIP 129'8" SL 26'8" SL DRIP 26'6" COM AST 5'9" N4'9" F/0 ZAYO ATTACH 6 6'2" 200' OHM LIMIT POLE NUMBER 122-1354503 NEUTRAL 31'5" SECONDARY 31'5" SECONDARY POWER RISER 30'10" SECONDARY DRIP 30'2" COMCAST 26'8" F/0 25'4" -ZAYO_AUACH 27a5` I `PWR MR - SHAPE r TAPE SECONDARY DRIP PTO 30'9' POLE NUMBER 125-135450,6 NEUTRAL 31'3" SECONdARY 31'3" SECONdARY DRIP 30'0" SL 27'31" SL DRIP 27'2t' COMCAST 27'0 ' F/0 26'0' ZAYO ATTACH 26'a POLE NUMBER 124-1354635 NEUTRAL 31'2" SECONDARY 31'2" SECONDARY DRIP 30'10" COMCAST 27'3" F/0 25' 11 " I ZAYO ATTACH 27'3" *MR - LOWER COMCASTTO26'9' DUWAMISH RIVER 0 MATCH TO SHEET 9 Know what's below. Call before you dig. 50' 100' CONSTRUCTION NOTES 0 PROPOSED STRAND & LASH (1) 144F CABLE ALONG EXISTING UTILITY POLES. O PROPOSED STRAND ONLY ALONG EXISTING UTILITY POLES. 0 PROPOSED (1) 4" RISER ON EXISTING UTILITY POLE. PULL (1) 144F CABLE THROUGH. 3 RECEIVED DEC 20 2017 Community OA"Plrloment AS —BUILT 2 11/22/17 88 CH REVISION # 1 12/27/16 88 MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT MGC-� ;yo• P ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 SCALE: 1"=100' DRAWING NAME: ZAYO- 10092529-ALLENTOWN 2- SHORELINE PERMIT PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 8 OF 14 POLE NUMBER 126-1354628 NEUTRAL 31'0" SECOND` I 31'0" SECONDARY POWER RISER 30'0" SECONDAY DRIP 29'4" COMCAST 24' 10" F/0 23'6" ZAYO A ACH i 25' 10" POLE NUMBER 127-1354508 NEUTRAL 31'8" SECONDARY 31'8" SECONDARY DRIP 30'4" SL 26'11 SL DRIP 26'9" COMCAST 25'8" F/0 24'8" "TAYO TA1 rACH_ _ 26'4" PLAN VIEW F II *PWR MR - RAISE ST LT TO 26'0' POLE NUMBER 082-135464-6 NEUTRAL 29'11" SECONDARr - �2 SECO�lDARY DRIP 0" SL DIP ( 2" SL 24' 10" COM T 24'3" F/0 23,'2" ZAY ATTACI- 24('10" DU AMISH RIVER POLE NUMBER 119-1354521 OHG PWR 21'2" OHG 004 20'4" OHG F/0 19'0" ZAYO ATTACH 20'9" *PWR MR - EXTEND PWR RISER TO 29'8' POLE NUMBER 130-1354645 NEUTRAL 31'8" SECO DARY 31'8" SECONDARY POWER RISER 29'3" SECtNi'1'' i=1PL----___—_28'9" SL 1 27'9" SL IRIP i27'9" COMCAST / I25'9" ( 25'0" Fig1 ZA 0 ATTACH T 1 26'4" POLE NUMBER 129-1354630 NEUTRAL 30'6" SECONDARY POWER RISER 30'0" SECONDARY 29'6" SECONDARY DRIP 27'9" COMCAST 24'0" F/0 23'3" ZAYO ATTACH 24'10" -- —*PWR-MR—SttAPE- -TAPS $EEONDARY-DRIP-T@-2' 1 I 200' OHWM IMIT POLE NUMBER 154-1354524- NEUTRAL 32'6" SE ONDARY 32'6" SE ONDARY DRIP 31'6" SL DRIP 26'9" 26'8" C MCAST 3" F 0 1 23'4" ZAYO ATTPICH 25'3" 15r POLE NUMBER 131-1354505 NEUTRAL 30'8" SECONDARY 30'8" SECONDARY DRIP 30'3" COMCAST 25' 11 " OHG SW 24'9" COMM ARM _ --- 2-4`5" -TATO- CH 26' 11 " II OHWM 29' Know what's below. Call before you dig. 0 50' 100' CONSTRUCTION NOTES O. PROPOSED STRAND & LASH (1) 144E CABLE ALONG EXISTING UTILITY POLES. OPROPOSED STRAND ONLY ALONG EXISTING UTILITY POLES. RECEIVED DEC 20 2017 Community Development 3 AS —BUILT 2 11/22/17 8B CH REVISION !i 1 12/27/16 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT • o Ell9u P MGe)• ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 SCALE: 1 "=100' DRAWING NAME: ZAYO - 10092529- ALLENTOWN 2 - SHORELINE PERMIT PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 9 OF 14 MATCH TO SHEET 9 POLE NUMBER 155-1j35464 131'10 NEUTRAL SECONDARY 131 ' 10 SECONDARY POWER RISER 31'2" SECONDARY DRIP - 30'3" COMCAST 4'6" F/0 '6" ZAYO ATTACH 2 .'6" OHWM POLI8 NUMBER 069-2496745 DOWN GUY WEST 22'3" OHG IOO4 EAST 22'2" OHG '/0 EAST 21'0" OHG R0 2 EAST 19'8" ZAYO ttfTTACH 21'7" DUWAMISH RIVER PLAN VIEW G NUMBER 156-135444 DOWN I GUY PWR EAST 2 26' 1 25 221 99' 2" "-1ll 21'11" 20' 19' 22'5 200' 20 ' OHWM LIMIT S 122ND ST 0 Know what's below. CaII before you dig. 50' 100' CONSTRUCTION NOTES PROPOSED STRAND & LASH (1) 144F CABLE ALONG EXISTING UTILITY POLES. ECEIVE DEC 20 2017 Community Development 3 AS —BUILT 2 11/22/17 88 CH REVISION N 1 12/27/16 88 MK ORIGINAL NO. OATS ENGINEER DRAFTER COMMENT • MGC ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 417 00 DRAWING NAME: ZAYO - 10092529 - ALLENTOWN 2- SHORELINE PERMIT PLANS.dwg CONFIDENTIAUPROPRIETARY SHEET: 10 OF 14 TYPICAL DETAIL — A POLE ARRANGEMENT FOR AERIAL TO BURIED CABLE FIBER CABLE SEE DETAIL H GUY POLE TOP VIEW GROUND LEVEL TYPICAL DETAIL — D SUPPORT STRAND AERIAL TYPICALS TYPICAL DETAIL — B POLE ARRANGEMENT FOR REPEATER OR HANDHOLE LOCATION CABLE LASHING WIRE CLAMP STAINLESS STEEL 1ASHER CABLE SUPPORT AND 1/2' SPACER CAUTION TAG FIBER OPTIC CABLE BLACK IN COLOR SEE DETAIL H CABLE CLAMP CABLE U—GU -. GROUND LEVEL STEEL CONDUIT TO 42" MIN.rHANOHOLE " STEEL BEND (36" RADIUS) USE APPROPRIATE PVC TO STEEL COUPLER l 11 VARIES TYPICAL DETAIL — G JOINING 045 LASHING WIRE REMOVE ANY SLACK IN THE LASHING WIRE BY MAINTAINING A PULL ON THE WIRE AND TAPPING THE STRAND SHARPLY. THEN FORM THE WIRE OVER THE STUD AND TIGHTEN THE NUT. CUT THE FREE END OF THE LASHING WIRE OFF 3/4" BEYOND THE END OF THE CLAMP. FORMING WIRE OVER STUD OF CLAMP FORM THE LASHING WIRE AROUND THE STRAND AND PLACE IT BELOW THE STUD AND BETWEEN THE SECOND WASHER AND STUD SHOULDER. FORMING LASHING WIRE AROUND STRAND fi (X=MIN. OF 20 TIMES THE CABLE DIA.) 24" POLE 6" MIN. POLE TOP NEW CONDUIT ON QUARTER ON POLE LEAST EXPOSED TO TRAVEL WAY. CONDUITS WITH DUCT PLUGS AND SIMPLEX PLUGS TYPICAL DETAIL — E SUSPENSION STRAND — PULL AWAY FROM POLE — 5 FEET OR MORE POLE TOP CABLE SUSPENSION BOLT CURVED WASHER 5/8' X 2" ROUN WASHER CORNER SUSPENSION CLAMP TYPICAL DETAIL — H LASHING WIRE GRIP AND CLAMP C LASHING WIRE GRIP INSTALLED ON STRAND NOTE: LASHING WIRE SHOULD FOLLOW LAY OF STRAND WIRES UNDER GRIP. 0 CABLE LASHING CLAMP SHOULDER CLAMPING NUT THRFMI O STUD GROOVED PLATES 2 GUY HOOK SPACER NUT 1ST LASHING WIRE 2ND LASHING WARE TERMINATING NUT 1ST WASHER 2ND WASHER GUY TYPICAL DETAIL — C TYPICAL CABLE & HARDWARE INSTALLATION (6.6M STRAND \ 10M STRAND) GROUNO WIRE CLAMP 6.614 OR 10A1 STRAND STAINLESS STEEL. LASHER CABLE SUPPORT AND 1/2" SPAC #6 INSULATED COPPER WIRE AND 10'X3/4" COPPER CUD GROUND ROO CABLE GUIDE — TO CABLE REEL CAUTION TAG FIBER OPTIC CABLE ORANGE IN COLOR GROUND EVERY 1 /4 MILE AT STRAND TO SHEATH BONO LOCATION TYPICAL DETAIL — F TYPICAL ARRANGEMENT OF CABLE LASHER AND CABLE GUIDE APPROX. i /— CABLE LASHER CABLE SNAP PULLING UNE TYPICAL DETAIL — I SUSPENSION STRAND — PULL TOWARD POLE — LESS THAN 5 FEET CURVED WASHER CABLE SUSPENSION 130LT 2 GUY HOOK SPACER NUT GUY CASL.E SUSPENSION —J CLAMP 6" CURVED WASHER 5/8" CABLE SUSPENSION BOLT c/7-oo81 GUY Know what's below. Cell before you dig. RECEIVED DEC 20 2017, Community Development 3 AS —BUILT 2 11/22/17 BB CH REVISION # 1 12/27/16 BB MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO- 10092529-ALLENTOWN 2- SHORELINE PERMIT PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 11 OF 1a UNDERGROUND TYPICALS —�{ 6" MIN. 12" 36" MIN DEPTH TING GROUND WARNING TAPE BACKFILL (8" LAYERS) o BACKFILL (COMPACTED @ 90%) HDPE DUCT CLEAN BACKFILL BACKFILL (COMPACTED EARTH 90%) TYPICAL TRENCH IN SOIL DETAIL SCALE: NTS FCA243624T-00006 FIBERGLASS/ POLYMER CONCRETE ASSEMBLY 24"X36"X24" 19 or ac73I mmensons see Eravnngl Fiberglass/ Poymer Concrete Assembly, Tapered Sides, No Floor, VVUC 3.6, ANSI/SCTE 77-715/20K, "3/8 " Hex Bolts, Standard Nameplate (Specify at time of order) Installed LOAD RATINGS Incidental traffic - Parking Lot, Sidewalk Conforms to: VWC 3.6 ASTM C 857 ANSI/SCTE 77 FEATURES: UL classified polymer concrete Drop -in nameplate Shipped assembled Skid resistant cover Stainless steel bolts Cast -in floating nut box - Integral drain holes Additional product information continued on the reverse CsIS Composites for In as ructure 2626 Kansas nvenue Rivers,tle, Cai,70(vn 62507 951 767 0600 951 187 0632 ila,l ,nro(Pnewbass mm nevmas,s corn Inside Dimensions Length Width 33 318" 21 122" 44 114" 32 518" Depth 21" NB2436 HANDHOLE DETAIL SCALE NTS COVER No. 23-2436P 350 lbs. VAULT No. 233-BL 1,750 lbs. 2" HMA (CL 1/7) OVER 12" PCC CLASS 6.5 (CL 1-1/2") OVER 6" TYPE 2 CRUSH ROCKS, MATCHING EXISTING OR GREATER EX. ASPHALT SURFACE 2" HMA (CL 1/2") 12" PCC CLASS 6.5 (CL 1-1/2") 6" MIN. TYPE 2 CRUSHED ROCK COMPACTED BACKFILL 6" SAND COVER 6" SAND BEDDING PANEL WIDTH PER PLAN 111 W 11—II—I I-1 I I=11=11=1' —fl f1f='If=1f='II7f1f 111.=1L-11:, 11WI1=11WI1= I1111111' -0-1fa11T=n 11 1=11 1 ''111116=11 11=11=110 011=11=11=11GI=11 12" 24" TYPICAL ASPHALT TRENCH DETAIL 3' MIN. SCALE NTS 233LA VAULT DETAIL SCALE NTS Know what's below. CaII before you dig. RECEIVED DEC 20 2017 Community Development 3 AS —BUILT 2 11/22/17 8B CH REVISION if 1 12/27/16 88 MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT Zalo.up • MSC xpKAL TIMM we, ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO- 10092529-ALLENTONM 2- SHORELINE PERMIT PLANS.dwg CONFIDENTIAUPROPRIETARY SHEET 12 OF 14 or..rrrrrrrrr rrroorrorrrr, 107' 200' CROSS SECTIONS FENCE orrr�orrrr orrororrrrorrr...r��...rrrororor...orr��..�rr.��rr�orro.�r r� �r�rr.�✓rArrrrr,,,MI .,r.. SECTION 'A' FACING EAST NOT TO SCALE 114' orris ,/ / r r a, iiavrimavrrr / // /r SECTION 'B' FACING EAST NOT TO SCALE FENCE SAN 200' sm WESTBOUND uoomHriiiiurvouiii 50' EASTBOUND A SNV S 115TH ST PROPOSED 4'X6' BORE PIT 30' WESTBOUND S 115TH ST EASTBOUND PROPOSE4'X6' BORE PIT & HAND OLE 12' UTILITY POLE 42' 43' 39' EL. 24' (APPROX) % EL. 24' (APPROX) OHW EL. 10' (APPROX) Know what's below. Call before you dig. RECEIVED DEC 20 2017 Community Development 3 AS —BUILT 2 11/22/17 BB CH REVISION jj 1 12/27/16 B8 MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT MGC ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 L/ 7-008‘ DRAWING NAME: ZAYO - 10092529 - ALLENTOWN 2 - SHORELINE PERMIT PLANS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 13 OF 14 145' SECTION 'C' FACING EAST NOT TO SCALE SECTION 'D' FACING EAST NOT TO SCALE 40P4s% 4.� 200' SAN PROPOSED 4'X6' BORE PIT & HANDHOLE PROPOSED 4'X6' f BORE PIT & HANDHOLE CROSS SECTIONS 33' WESTBOUND 33' EASTBOUND S 115TH ST UTILITY POLE WESTBOUND EASTBOUND S 115TH ST 32' 50' 12' 22' EL. 23' (APPROX) OHW EL. 10' (APPROX) EL. 24' (APPROX) OHW EL. 10' (APPROX) 13' 14' �/T-GnBG Know what's below. Call before you dig. RECEIVED DEC 20 2017 Community Development 3 AS —BUILT 2 11/22/17 BB CH REVISION /% 1 12/27/16 88 MK ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT Z �y • MGC� ZAYO ENGINEER: SCOTT MORRISON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 10092529 LOCATION: 12234 51ST PL S. TUKWILA, WA. 98178 DRAWING NAME: ZAYO- 10092529 - ALLENTOWN 2- SHORELINE PERMIT PLANS.dwg CONFIDENTIAUPROPRIETARY SHEET: 14 OF 14