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Home My WebLink AboutSEPA E01-002 - ELECTRIC LIGHTWAVE - FIBER OPTIC CABLEELECTRIC LIGHTWAVE, INC.'S QWEST TUKWILA CYBERCENTER INSTALL FIBER OPTIC CABLE SOUTHCENTER PARKWAY & S. 196T" ST. E01 -002 \! CITY OF TUKW]LA DETERMINATION OF NDN5TGNIFICANCE (DNS) DESCRIPTION OF PROPOSAL: ELECTRIC LIGHlWAVE FIBER OPTIC CABLE INSTALLAllDN lHE PROPOSAL IS TO INSTALL A FIBER OPTIC CABLE THAT FOLLOWS AN IRREGULAR ROUTEMHROUGH THE CI7^/ OF l�UNWILA THE ROUTOT(NTPS-IHE CITY FROM THE sOUl | ON SOUlHCEN SOUlM'18 �T| F i INTERURBAN TQAI EN N H OF TH INTERSECllUN O HE 11 E 8 `TR AND AAND BLVD, THE GlLL!HE/\| FA'T!�t1NTl`��JHE CITY"- .� LIMI73. /`�-� � � �� ' ` '�' ',� PROPONENT: ELECTRIC LIGHlWAVE INC. ' LOCATION O P�OPUSAL, INCLUDING STREET ADDRESS, IF ANY: ADDRESS: PARCELi 0O: � SEC/lWN/HNG: '�35-23-4, 36-23-4, `�2S'2]-4'' '~. / c ' ` / ' � ~ ~� � LEAD AGENCY: CIly' DF�TUNWILA �^' , '�'� \ / --FILL NO: EOl��O� ' '! '` i �^- `\ � - ._. / ^�` ) ' .• . The Ci � have a probable `'�� signif i t'=or- enenvironmental �['` impact S)-�jS Lired`underRCW 43.2lo.O30(2)(r)�.' lhis dec de after 'review nvironMent��l �\' ohaoklis ar�d other information on fil/e t f��—1 d agenoy- This, information is available to the public �st � � '''' �` '/ i/ [ -�~/ �p ' ' k/ .' ' tt *********w **********************m4*�** � ********** ******** ,»' '�' `` � ` / � �` ` '/ `'� ` / i. ' �^� ' ' �� This _DNS is Issued under WAC 197-l1=34U(2) .''�b6mments must be Submitted by _/'. [he lead'aqer�cy^will *of act on this proposal=Yc��4-d� ^E ''~the. date below.- . �'- ` . '�� ,�' `� ', `} ` `�-``�` ' , y .~ �1 ��*�� ( / '' /� )�'` ' ��. �_________'_�-i�_ �i.,- � /« �� - -- Steve Lancaster, Resp Official Dat ': City of lukwila, (206)'43.1=367,01, _ __`��`'�'��_��- 6300 Southoenter Boulevard -�'��7��-:�'�� `��-~'' lukwila, WA 98188 Cbp1es•of the procedures For SEPA appeals are available with the Department of Community Development. • City of Micwi Steven M. Mullet, Mayor Department of Community Development CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT FINAL STAFF EVALUATION FOR ENVIRONMENTAL CHECKLIST Steve Lancaster, Director Electric Lightwave Inc.'s project along Interurban Trail, S. 180th St., and Southcenter Parkway File No: E01 -002 I. SUMMARY OF PROPOSED ACTION The proposal is to install a fiber optic cable that follows an irregular route through the city of Tukwila. The route enters the city from the south on Southcenter Pkwy, turns east onto South 180t Street then turns north following the Interurban trail. Then 550 feet north of the intersection of the Interurban trail and Strander Blvd. the cable will head east until the city limits. II. BACKGROUND INFORMATION The proposed action is subject to State Environmental Policy Act (SEPA) review because the project includes work in the Green River buffer and thus does not meet the exemptions listed under WAC 197 -11 -800. Where the route crosses over the Green River the cable will be thread through existing conduit that is hung from the South 180th Street bridge. Any work within 200' of the Green River is also subject to a Shoreline Substantial Development Permit. III. GENERAL INFORMATION Project Name: Electric Lightwave Inc. Qwest Tukwila Cybercenter Applicant: Electric Lightwave Inc. Location: Follows an irregular route through the southern portion of the city. 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 Zoning: TVS, TUC, C/LI Comprehensive Plan Designation: TVS, TUC, C/LI • The following information was submitted as part of the application. 1. SEPA Checklist received January 29, 2001. 2. Site Plan prepared by Electric Lightwave Inc. 3. Photos of selected areas along proposed route. NOTE: Attachments referenced above may not be attached to all copies of this decision. Copies of exhibits, reports, attachments, or other documents may be reviewed and/or obtained by contacting Ben Dowling, Planning Intern, 6300 Southcenter Boulevard, Tukwila, Washington, 98188, Phone: 206 - 431 -3685. III. REVIEW OF THE ENVIRONMENTAL CHECKLIST The following lists the elements contained within the Environmental Checklist submitted for the proposed project. The numbers in the staff evaluation correspond to the numbers in the Environmental Checklist. If staff concurs with the applicant's response, this is so stated. If the response to a particular item in the checklist is found to be inadequate or clarification is needed, there is additional staff comment. A. BACKGROUND: 1 -11 -- Concur with checklist. 12 —The proposal does lie within an area designated on the city's comprehensive land use policy plan map as environmentally sensitive. A 15' portion of the route involves trenching in a regulated wetland. - Impacts from work done in these areas will be mitigated by application of Tukwila Municipal Code. - Further information about this is discussed under heading IV. B. ENVIRONMENTAL ELEMENTS: 1. Earth: a -e -- Concur with checklist. f —There is a slight potential for erosion due to 15' of trenching in the wetland along the Interurban trail. Impacts associated with the trenching will be mitigated by application of Tukwila Municipal code (TMC). - Further information about this is given under heading IV. g, h – Concur with checklist. 2. Air: a -c– Concur with checklist. 3. Water: a Surface: 1— Concur with checklist 2 —The project crosses the Green River at South 180t Street. In the Interurban Trail Right of Way (ROW) the project passes within 200' feet of the river but is separated from it by the West Valley Highway ROW. Also in the Interurban Trail ROW the proposal is to trench through a wetland and wetland buffer. 3,4 -- Concur with checklist. 5—The proposal does lie within the 100 -year floodplain. 6— Concur with checklist. b Ground water: 1 and 2 -- Concur with checklist. c Water runoff (including storm water): 1 and 2 -- Concur with checklist. d -- Concur with checklist. 4. Plants: a -c -- Concur with checklist. d —The applicant will be required to preserve and replace the topsoil removed as a result of trenching in the wetland and wetland buffer. 5. Animals: a— Birds: hawk, songbirds, Bald Eagle Mammals: none Fish: Salmon and Trout b—none known c— Chinook salmon use river during migration and rearing. Because the site's proximity to a nearby waterway the extended area is likely to be used by various waterfowl. d -- Concur with checklist. 6. Energy and Natural Resources: a -c -- Concur with checklist. 7. Environmental Health: a —Concur with checklist. a 1,2— Concur with checklist. b 1 -3 -- Concur with checklist. 8. Land and Shoreline Use: a -d – Concur with checklist. e and f – Tukwila Valley South, Tukwila Urban Center, Commercial Light Industrial g – concur with checklist h –The Interurban trail is classified as public recreation overlay and some land surrounding the trail is classified as wetland. i – j Concur with checklist. • • 9. Housing: a -c -- Concur with checklist. 10. Aesthetics: a -c – Concur with checklist. 11. Light and Glare: a -d -- Concur with checklist. 12. Recreation: a –c —Concur with checklist. 13. Historic and Cultural Preservation: a -c -- Concur with checklist. 14. Transportation: a -g -- Concur with checklist. 15. Public Services: a -b -- Concur with checklist. 16. Utilities: a -b -- Concur with checklist. IV. WETLAND DISTURBANCE ISSUES A fifteen –foot portion of the applicant's proposed route involves trenching in a regulated wetland. Pursuant to TMC 18.45.080(B), construction of essential utilities are permitted within a sensitive area only after administrative review and approval by the Director. Development must also meet all provisions listed under TMC 21.04 (SEPA). This proposal to install fiber optic cable is considered under the category of essential utility. The criteria for review and approval of doing work in a wetland and/or a wetland buffer is listed under TMC 18.45.080 C (3). The following is the list of that criteria and discussion of how this project meets each: a. Essential utilities must be constructed to minimize or, where possible, avoid wetland disturbance. • • -The trenching proposed is the minimum amount of wetland disturbance necessary for this project. All trenching will be done by hand. b. All construction must be designed to protect the wetland and its buffer against erosion, uncontrolled drainage, restriction of groundwater movement, slides, pollution, habitat disturbance, any loss ofjlood carrying and storage capacity, and excavation or fill detrimental to the environment. - If needed, silt fences and hay bales will be used to mitigate erosion and other impacts. c. Upon completion of installation of essential utilities, wetlands must be restored to pre project configuration, replanted as required and provided with maintenance care until newly planted vegetation is established. - The applicant will preserve and replace the top twelve inches of soil removed by trenching. d. All crossings must be designed for shared facilities in order to minimize adverse impacts and reduce number of crossings. -not applicable V. COMMENTS One comment was received from Mr. Guy Spencer of 413 SW Normandy Rd., Normandy Park. He expressed concern that the trail remain open during construction. The applicant's response was: "There will be no need for closure of the interurban trail, for reasons other than movement of the construction equipment. Also two flaggers shall be present during construction on the interurban trail to allow for citizens continued uninterrupted use of the trail." VI. CONCLUSION The current proposal to install a fiber optic cable in the TVS, TUC and neighboring C/LI zones is consistent with the Comprehensive Plan. The proposal is found to have a minimal probable significant adverse impact on the environment. Pursuant to WAC 197 -11 -340, a Determination of Non - Significance is issued for this project. This DNS is based on impacts identified in the environmental checklist, attachments, and the above staff evaluation. This determination is supported by plans, policies, and regulations e • formally adopted by the city of Tukwila for the exercise of substantive authority under SEPA to approve, condition, or deny proposed actions. Prepared by: Ben Dowling, Planning Intern Date: May 9, 2001. • clipse ngineering • 375 Corporate Drive South, Suite 201 Seattle, Washington 98188 Phone: 206- 394 -8500 March 29, 2001 City of Tukwila Ben Dowling 6300 Southcenter Boulevard, Suite100 Tukwila,- Washington 98188 Re: Electric Lightwave Inc.'s Qwest Tukwila Cybercenter E01 -002 and L01 -009 Dear Ben, RECEIVED APR - 4 2001 COMMUNITY DEVELOPMENT Thank you for your March 21st letter regarding this proposal. I hope that the following responses provide the clarity you requested. 1. Eric Clayton of Electric Lightwave will be providing the plans to the City of Tukwila. 2. There is no proposal disturbance of landscape material. However, if;it became necessary, removed landscape material and foliage shall be replaced with the same or equal plant species. 3. When crossing two driveways on SW 43rd St., only half the driveway shall be closed at one -given momenr- The- contractor will-have flag ers tc maintain the t ?affic in aril out of the businesses. Metal plates shall be placed on the open trench to allow traffic to pass in and out of the business parking lot at all times, Until final restoration is completed. 4. All Eclipse Engineering plans reflect proposed bore pit locations. 5. The portion of the proposed route, which includes trenching along the trail, would use standard construction practices such.as silt`ferices.and. hay bales to avoid any impacts to the wetlands. 6. In reference to question number eleven on the environmental checklist and what is shown on the plans; there.does -seem tote a discrepancy: -From the existing 360 Degree Networks' vault on the north side of South 180th Street about 500 feet east of Southcenter Parkway, two 4" diameter PVC conduits would be directionally bored across to the south side of South 180th Street. A vault would be placed in the planting strip and the two 4" conduits would be directionally bored under the concrete sidewalk to Southcenter Parkway. The route then turns to the south and continues underground to a PSE pole 300 feet south of South 180th Street. At this !location, the'route is proposed to be aerial on existing PSE poles to the south where the project exits city of Tukwila right of way. See sheets 2 through 8 of the attached plan set for route details. 7. There will be no need for closure of the interurban trail, for reasons other than movement of the construction equipment. Also two flaggers shall be present during construction on the interurban trail too allow for citizens continued uninterrupted use of the trail. Feel free:to call me if you have any_further questions on this propose Thank you, Shauna Wals Permit Coordinator Eclipse Engineering RECE VE APR - 4 2001 CO@fNUN lY DEVELOPMENT • City of Tukwila • Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director March 21, 2001 Shauna Wals Eclipse Engineering 375 Corporate Drive S., Suite 201 Seattle, WA 98188 Re: Electric Lightwave Inc.'s Qwest Tukwila Cybercenter E01 -002 and L01 -009 Dear Ms. Wals, Now that the notice of application has been posted the review process begins. I have conducted an initial review of the proposal and have a few questions that should be clarified: 1. Please provide plans that show the proposed route from the border of Tukwila at SW 43rd St. to approximately 690 feet north of the MCI vault east of the Interurban trail. 2. You have noted that no trees will be removed because of this project. If any landscaping is to be removed or disturbed please detail, where, what kind and how it will be replaced. 3. It is shown on the plans that two driveways on SW 43rd St. will be sawcut. Please provide a description of the procedure to be followed that will insure uninterrupted access to the tenants served by those driveways. 4. Please provide a set of plans that will show where all bore pits on the proposed route will be located. 5. When trenching or boring along the Interurban trail please detail how you plan to avoid adverse impacts to the wetlands. - 6. There seems to be a discrepancy between the description provided for queetioWW number eleven on the environmental checklist, sent January 25, 2001 ,and what is shown on the plans. Specifically the first two sentences of the last paragraph in the description read, "From the existing 360 Degree Networks' vault just north of SW 43rd Street/S 180th Street on West Valley Highway, two 4" diameter PVC conduits would cross to the south side of South 180th Street. The two 4" conduits would be directionally bored under the concrete sidewalk to Southcenter Parkway." From what is shown on pg. 9 of 21 of the plans, boring will only occur from the vault situated on the northwest corner of S 180th St. and West Valley Highway to approximately 200' west of Sperry Drive. Also on pg. 9 of 21 of the plans the route shown in orange follows the north side of S 180th St., not as the description says, the south side. It is 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 important to provide concurrency on these descriptions, as that portion of the proposal is the section that crosses the river. 7. A citizen who is a daily user /commuter of the Interurban trail has expressed concern over the potential closing of the trail. Please describe procedures to be followed during construction that will allow for uninterrupted use of the trail. I will be sending you Public Works comments next week. If you have any questions or concerns you can contact me at 431 -7166 or Minnie Dhaliwal at 431 -3685. Sincerely, Ben Dowling Planning Intern f4t- EP- U7i City of 'vila ESA Screening Checklist 0 < 312/01 _ City of Tukwila Endangered Species Act Screening Checklist Date: 7' / O' Applicant Name: Pf� f j� ve C Q /(1I �C Fr)911/-e-er) (112 Street Address: 7c)-1. VJ Cbvprale 73(r. L4 141 20/ a VII- q0t Telephone: p - � - eioe7 City, State, Zip: DIRECTIONS This Screening Checklist has been designed to evaluate the potential for your project to result in potential "take" of chinook salmon, coho salmon, or cutthroat trout as defined by Section 9 of the Endangered Species Act. The checklist includes a series of "Yes" or "No" questions about your project, organized into four parts. Starting with Part A on Page 1, read each question carefully, circle "Yes" or "No," and proceed to the next question as directed by the checklist. 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 "take" is indicated. January 25, 2001 1 City of T'ila ESA Screening Checklist 'Part A: 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. Continue to the next question as directed for each No or Yes answer. 1 -0 Will the project require any form of grading? Grading is defined as any excavating, filling, clearing, or creation of impervious surface, or any combination thereof, which alters the existing ground surface of the earth (see Tukwila Municipal Code (TMC) Chapter 18.06. Zoning Code, Page 18 -11). Please circle appropriate response. Continue to Question 2 -0 YES - Continue to Question 1 -1 (Page 3) 2 -0 Will the project require any form of clearing? Clearing means the removal or causing to lie . removed, through either direct or indirect actions, any vegetation from a site (see Chapter 18.06, Page 18 -8). Please circle appropriate response. NO Continue to Question 3 -0 YES - Continue to Question 2 -1 (Page 4) 3 -0 Will the project require work, during any time of the project, below the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers or in wetlands? Ordinary high water mark is the mark that is found by examining the bed and banks of a stream and ascertaining where the presence and action of waters are so common and usual as to distinctly mark the soil from that of the abutting upland, in respect to vegetation (see TMC Chapter 18.06, Page 18 -15). Please circle appropriate response. 0 Continue to Question 4 -0 .. . , YES - Continue to Question 3 -1 (Page 5) 4-0 Will the project result in the processing or handling, storage, or treatment of hazardous substances? This does not include the proper use of fuel stored in a vehicle's fuel tank. Hazardous substances are any liquid, solid, gas, or sludge, including any material, substance, product, commodity, or waste, regardless of quantity, that exhibits the characteristics or criteria of hazardous waste as defined by Washington Administrative Code 173 -303 (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18 -11). This includes fuel or other chemicals stored on -site during construction. Please circle appropriate response. NO Continue to Question 5 -0 i S - Continue to Question 5 -0 5 -0 Will the project result in the withdrawal, injection, or interception of groundwater? Examples of projects that may affect groundwater include, but are not limited to: construction of a new well, change in water withdrawals from an existing well, projects involving prolonged construction dewatering, projects installing French drains or interceptor trenches, and sewer lines. For the purpose of this analysis, projects that require a geotechnical report pursuant to the requirements of TMC 18.45.060 and 18.45.080E.4, or would require a geotechnical report if not exempt under TMC 18.45.080A, should answer Yes. Please circle appropriate r 'onse. NO Continue to Question 6 -0 - YES - Continue to Question 6 -0 January 25, 2001 • City of wila ESA Screening Checklist Part A (continued) 6 -0 Will the project involve landscaping or re- occurring outdoor maintenance that includes the regular use of fertilizers, pesticides, or herbicides? This does not include the one -time use of transplant fertilizers. Landscaping means natural vegetation such as trees, shrubs, groundcover, and other landscape materials arranged in a manner to produce an aesthetic effect appropriate for the use of the land (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18- 13). For the purpose of this analysis, this includes the establishment of new lawn or grass. Please circle appropriate response. — Checklist Complete YES — Checklist Complete Part B: Please answer each question below for projects that include grading. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1 -1 Will the project involve the modification of a watercourse bank or bank of the Green/Duwamish or Black Rivers between the ordinary high water mark and top of bank? This includes any projects that will require grading on any slope leading to a river or stream, but will not require work below the ordinary high water mark. Work below the ordinary high water mark is covered in Part C. Please circle appropriate response. Continue to Question 1 -2 YES - Continue to Question 1 -2 1 -2 Could the construction, operation, or maintenance of the project result in sediment transport off site or increased rates of erosion and/or sedimentation in watercourses, the Green/Duwamish rivers, or the Black River? Most projects that involve grading have the potential to result in increased erosion and/or sedimentation as a result of disturbances to the soil or earth. If your project involves grading and you have not prepared a Temporary Erosion and Sedimentation Control Plan specifically designed to retain 100 percent of the runoff (including during construction) from impervious surface or disturbed soils, answer Yes to this question. If your project is normally exempt under the Tukwila Municipal Code and would not require the preparation of a Temporary Erosion and Sedimentation Control Plan, BUT may still result in erosion or sediment transport off site or beyond the work area, answer Yes to this question. Please circle appropriate response. - Continue to Question 1 -3 YES - Continue to Question 1 -3 1 -3 Will the project result in the construction of new impervious surfaces? Impervious surfaces include those hard surfaces which prevent or restrict the entry of water into the soil in the manner that such water entered the soils under natural conditions prior to development; or a hard surface area that causes water to run off the surface in greater quantity or at an increased rate of flow from the flow presented under natural conditions prior to development (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18 -12). Such areas include, but are not limited to, rooftops, asphalt or concrete paving, compacted surfaces, or other surfaces that similarly affect the natural infiltration or runoff patterns existing prior to development. Please circle appropriate response. NO - Continue to Question 2 -0 (Page 2) ontinue to Question 1 -4 January 25, 2001 3 City of 411,vila ESA Screening Checklist Part B (continued) 1 -4 Will your project generate stormwater from the creation of impervious surfaces that will not be infiltrated on site? 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 pervious surface or through other means to be introduced into the ground. If your project involves the construction of impervious surface and does not include the design of a stormwater management system specifically designed to infiltrate stormwater, answer Yes to this question. Please circle appropriate response. - Continue to Question 2 -0 (Page 2) YES - Continue to Question 2 -0 (Page 2) Part C: Please review each question below for projects that include clearing. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 2 -1 Will the project involve clearing within 200 feet of the ordinary high water mark of a w.tercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO Continue to Question 3 -0 (Page 2) YES - Continue to Question 2 -2 2 -2 Will the project involve clearing of any trees within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? A tree is defined by TMC A8.06.845 as any self-supporting. wo.ody plant, characterized by one main trunk, with a potential diameter- breast - height of 2 inches or more and potential minimum height of 10 feet. P. ase circle appropriate response. NO Continue to Question 2 -3 YES - Continue to Question 2 -3 . 2 -3 Will the project involve clearing of any evergreen trees from within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis evergreen means any tree that does not regularly lose all its leaves or needles in fall. Please circle appropriate response. Continue to Question 2 -4 YES - Continue to Question 2 -4 2 -4 Will the project involve clearing within 100 feet of the ordinary high water mark of a )3ca ercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO Continue to Question 3 -0 (Page 1) YES - Continue to Question 2 -5 2 -5 Will the project involve clearing within 40 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO Continue to Question 3 -0 (Page 2) YES - Continue to Question 3 -0 (Page 2) January 25, 2001 4 • City of lewila ESA Screening Checklist Part D: Please review each question below for projects that include work below the ordinary high water mark of watercourses or the Duwamish/Green or Black Rivers or in wetlands. Review each question carefully, considering all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1 3 -1 Will the project involve the direct alteration of the channel or bed of a watercourse, the Green/Duwamish rivers, or Black River? For the purpose of this analysis, channel means the area between the ordinary high water mark of both banks of a stream, and bed means the stream bottom substrates, typically, within the normal wetted -width of a stream. This includes both temporary and permanent modifications. Please circle appropriate response. NO - Continue to Question 3 -2 YE Continue to Question 3 -2 3 -2 Will the project involve any physical alteration to a watercourse or wetland connected to the Green/Duwamish River? Fcr the purpose of this analysis, "connected to the river means" flowing into via a surface connection or culvert, or having other physical characteristics that allow for access by salmonids. This includes impacts to areas such as sloughs, side channels, remnant oxbows, ditches formed from channelized portions of natural watercourses or any area that may provide off channel rearing habitat for juvenile fish from the Duwamish River. This includes both temporary construction alterations and permanent modifications. Watercourses or wetlands draining to the Green/Duwamish River that have a hanging culvert, culvert with a flap gate, diversion, or any entirely man-made or artificial structure that precludes fish access s " answer Yes to this question. Please circle appropriate response. N Continue to Question 3 -3 YES - Continue to Question 3 -3 3 -3 Will the project result in the construction of a new structure or hydraulic condition that could be a barrier to salmonid passage within the watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, a barrier means any artificial or human modified structure or hydraulic condition that inhibits the natural upstream or downstream movement of sal onids, including both juveniles and adults. Please circle appropriate response. - Continue to Question 3 -4 YES - Continue to Question 3 -4 3-4 Will the project involve a temporary or permanent change in the cross - sectional area of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, the cross - sectional area is defined as a profile taken from the ordinary high water mark on the right o the ordinary high water mark on the left bank. Please circle appropriate response. NO - Continue to Question 3 -5 S - Continue to Question 3 -5 3 -5 Will the project require the removal of debris from within the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, debris includes, but is not limited to fallen trees, logs, shrubs, rocks, piles, rip -rap, submerged metal, and broken concrete or other building materials. Projects that would require debris removal from a watercourse or the Green/Duwamish or Black Rivers as part of a maintenance activity Id answer Yes to this question. Please circle appropriate response. N - Continue to Question 3 -6 YES - Continue to Question 3 -6 January 25, 2001 5 • City of Owila ESA Screening Checklist ' Part D (continued) 3 -6 Will the project result in impacts to watercourses or wetlands that have a surface connection to another watercourse or the Green/Duwamish or Black Rivers but do not contain habitat conditions that support salmonid use? Such areas may include, but not be limited to hillside seeps and wetlands isolated from the watercourse or river that have a surface water connection to the watercourse or river but are not assessable, nor would be assessable to salmonids under natural conditions. Wetlands with a "functions and values" rating for baseflow /groundwater support of 9 and above (or moderate) as described in Cooke (1996) should be included. Please appropriate response. Continue to Question 3 -7 YES - Continue to Question 3 -7 CI 3 -7 Will the project include the construction of artificial waterways or wetlands connected to a watercourse containing salmonids? For the purpose of this analysis, the construction of artificial waterways or wetlands includes wetlands, channels, sloughs, or other habitat feature created to enhance wildlife use, particularly waterfowl use, or may be attractive to wildlife, particularly waterfowl. Please circle appropriate response. Continue to Question 3 -8 YES - Continue to Question 3 -8 3 -8 Will the project include bank stabilization? For the purpose of this analysis, bank stabilization includes, but is not limited to, rip -rap, rock, log, soil, or vegetated revetments, concrete structures, or similar structures. Please circle appropriate response. N Continue to Question 4 -0 (Page 2) Continue to Question 4 -0 (Page 2) January 25, 2001 COMPLETE APPLICATION CHECKLIST 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 the Department if you feel that certain items are not applicable to your project and should be waived, or should be submitted in a later timely manner for use at the Public Hearing (e.g., revised colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED, TO ENSURE CONSISTENCY WITH CITY DEVELOPMENT. STANDARDS. Department 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. COMPLETE APPLICATION CHECKLIST TABLE Information Required.. May be waived in unusual .cases, upon approval of both Public Works and - Planning Information - Waived PbWk / Ping Office Use Only Comments &'Conditions. . APPLICATION FORMS: 1. Application Checklist: one (1) copy, indicating items submitted with application. 2. Four (4) copies of supporting studies with original signatures and license stamp as needed. I 3. Complete Application Packet: Six (6) copies of application form and full sized plans, one set of all plans reduced to 8.5" by 11" (High Quality Photo Reduction) and other materials and information as specifically listed in Project Description and Analysis, Site Plans, Landscape Plan and Elevations. 4. SEPA Environmental Checklist (6 copies) and fee ($325). PUBLIC NOTICE MATERIALS: 5. King County Assessor's map(s) which shows the location of each property within 500 feet of the subject lot. SUBMIT ONLY IF UNDERLYING PERMIT REQUIRES PUBLIC NOTICE. 6. Two (2) sets of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. See Public Notice Materials. Note: Each unit in multiple- family buildings -e.g. apartments, condos, trailer parks must be included). SUBMIT ONLY IF UNDERLYING PERMIT REQUIRES PUBLIC NOTICE. A 4' x 4' Public Notice Board will be required on site within 14 days of the Department determining that a complete application has been received. PROPERTY INFORMATION 7. Vicinity Map with site location. 8. Surrounding Land Use Map for all existing land uses within a 1,000 foot radius from the lot's property lines. J / 9. Title Report -- Clearly establish status as legal lot(s) of record, ownership, all known easements and encumbrances. p� 1 ' v f 'Ps 10. Lot lines for 300 ft. from the site's property lines including right -of -ways. (' 3I I/\ r` G:\APPHAN\LANDUSE.APP \S EPAAPP. DOC. 06/16/00 COMPLETE APPLICATION CHECKLIST 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, or should be submitted at a later date for use at the Public Hearing e.g., revised colored renderings). Application review will not begin until it is determined to be complete. Once an application is determined to be complete, it is considered "vested" — that is, the application is considered under the zoning and other land use controls in effect at the time the complete application is filed. However, having a complete application in no way limits the City's ability to 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). COMPLETE APPLICATION CHECKLIST TABLE Information Required:. Maybeiwaived in unusual. cases;,upon approval of both. Public Works. and Planning Information ,Waived PbWk/Ping . Office Use Only Comments & Conditions.. APPLICATION FORMS: 1. Application Checklist: one (1) copy, indicating items submitted with application. 2. Complete Application Packet: eight (8) copies and one set of High Quality Photo Reductions, reduced to 81/2" to 11" of all plans. (See Project Description and Analysis, Site Plans and Evaluations). 3. Application Fee ($550). 4. SEPA Environmental Checklist: eight (8) copies and fee ($325). PUBLIC NOTICE MATERIALS: 5. King County Assessor's map(s) which shows the location of each property within 500 feet of the subject lot. 14 vp Vy`v ' J 1S OA- biq �OY re -t- 6. Two (2) sets of mailing labels for all property owners and tenants (residents or businesses) within 500 feet of the subject property. (Note: Each unit in multiple- family buildings, e.g. apartments, condos, trailer parks- -must be included). j ] yyyi ,' W`1 11 mat- j t T I,, j'`D� `' 1� J7 S 7Y) Va pop'C on • 7. A 4' x 4' Public Notice board will be required on -site within 14 days of the Department determining that a complete application has been received. PROPERTY INFORMATION: 8. Vicinity Map with site location. 9. Surrpunding Land Use Map for all existing land uses within a 1,000 foot radius from the lot's property lines. I p G: WPPHAMLANDUSE.APPISHORLINE.DOC, 06/15/00 Information Required. May beed in unusual cases, upon approval of both Public. Works and Planning , Information Waived PbWk / Ping Office Us)Only, ,: Comments & Conditions. 10. Title Report: Clearly establish status as legal lot(s) of record, ownership, all known easements and encumbrances. 11 P, vlAY Trb�p i.l 1S w l�iv� C` �T 'j` �� ) 11. Lot lines for 300 ft. from the site's property lines including right -of -ways. -..- PROJECT DESCRIPTION AND ANALYSIS: 12. A written discussion of project consistency with each decision criteria. (See Application), SITE PLANS: 13. One set of all plans and analyses shall be stamped by a licensed professional surveyor, architect or engineer, and have an original signature. Additional copies of the signed set may be submitted to satisfy the total number of copies required. Any revisions must also comply with this criteria. 14. A boundary and topographic survey (2 ft. contours including a minimum 20 ft. beyond the property line) with all structures, improvements, easements, encumbrances and right -of -way width/infrastructure. Elevations shall be City of Tukwila datum (NGV 1929 datum for 100 year flood elevation with equation to City of Tukwila datum). This shall be stamped by the surveyor. 15. Location of all sensitive areas (e.g., streams, wetlands, slopes over 20 %, coal mine areas and important geological and archaeological sites.). Provide sensitive area studies as needed per TMC 18.45. Also show trees over 4" caliper, indicating those to be retained. All proposed sensitive area and tree protection measures shall be shown. N A f 11 -erc 15 no sensitm area,5 Tor Quay props/So I /doe �cj not V ��p�a /�� Spec tali L�fi • """� ` 16. 100 yr. flood plain boundary and elevation as shown ' on FEMA maps. V 1� 17. Proposed lot lines (solid), existing lot lines (dashed), if also applying for a short plat or subdivision. 18. Building footprint showing changes in elevation, site improvements with sufficient dimensions to be accurately described and located (e.g., building square footage keyed to parking standards, driveways, firelanes, parking layout, loading and service areas, landscape areas, rockeries /retaining walls, fences, pedestrian and recreation features, building and site lighting, mechanical units (with screening integrated with building design), and any street furniture. �P ' �� nnL ��`I.1� 1 j' no l- U/� NJ Pi 19. Fire access lanes and turn- arounds, per Fire Department standards. w (� t/�,p E riot toe neat/ cu r41 re/ ,17-110-CAM— G:W PPHAN\LANDUSE.APP\SHORLINE.DOC, 06/15/00 Iuformahon >Requi° red 'May— b'e,waived<in unusual cases upon approval. of both Public. Works and Planning `'Information `Waived PbWk /Phig :OffCe Use;Only Comments & Conditions. . 20. For sewer and water (domestic and fire): Existing and proposed utility easements and improvements, on site and in street. Schematic designs to be provided regardless of purveyor (e.g., site line size, location, and size of public main. No capacity calcs, invert valve locations or the like are needed). . IA 1 oil I are v' ` Dim/kin Oh p v h • V\l-e to hb-I-- 0-efci oto emfr .p,y ou,r -1rop0 i1 l . •depth, 21. Document sewer and water availability if provided by other than the City of Tukwila. 22. Storm drainage: Proposed schematic design for all conveyance systems, water quality features and detention structures per TMC 16.54.060(D) (e.g., detention ponds /vaults, frop -T elbows, coalescing plate separators, and bio- swales). Include a Level One downstream analysis per TMC 15.54.060(D), and a narrative discussion of consistency with the King County Surface Water Drainage Manual's Core and Special Requirements. 23. Locate the nearest existing hydrant and all proposed hydrants. °,, ,� N- ��, �[(a 1 n �Y new, "Fr.) to r)t 1C 1 h E{-1 24. Schematic road design. / 25. Geotechnical analysis. River bank stability analyses to be included in a flood zone control permit. �v A I IA I"! 26. Landscape planting plan by a Washington State licensed landscape architect. One set of all plans and analyses shall have an original ASLA stamp and signature. Additional copies of the signed set may be submitted to satisfy the total number of copies required. Any revisions must also comply with this criteria. • Ni R 27. Lighting plan: Include location and type of street and site lighting, site light levels (foot - candles) and how lighting will be contained on -site (e.g. lights shielded to prevent direct off site illumination and maximum 2 foot - candles at the property line). N i A 28. Signage per Tukwila Sign Code. 29. For stream frontages: provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). N' A G AAPPHAMLANDUSE.APP\SHORLINE.DOC, 06/15/00 Information- 3Required Maybe waived rn unusual, :. cases upon approval of both Public Works and Planning Information - • Waived ' PbWk /Ping 'Office Use -On Y .. Comments & Conditions. SITE PLANS FOR SHORELINE PROJECTS: 30. Existing top of bank, landward catch point toe of levee, riverbank toe, mean high water mark and base flood elevation (i.e., the 100 year flood). N J A 31. For work riverward of the MHWM: Distance work extends into the river and distance to Federal projects and navigation channels. N jA I 32. Limits of the 40' River, 100' Low Impact and 200' High Impact environments. 33. Dike/ riverbank maintenance easement (min. 30' from the top of bank). N j p 34. Construction limit lines and areas of clearing/grading /filling including volume and type of fill or extracted material. ELEVATIONS (Do not need to submit if project is subject to Design Review) 35. Building elevations: with dimensioned and scaleable facades, features, accents, colors and materials. Colors and materials shall be keyed to a Colors and Materials board. ,1 In 'v 36. Colored elevations. N f n 37. Models or a photomontage of the site at completion and at three years, from the nearest downslope street. A model or photomontage is required for multi - family developments over 6 units (TMC 18.60.040). A photomontage is required for Planned Residential Developments. 38. A rendering is optional. If submitted, it must accurately show the project and be from a realistic perspective (e.g., 5.5 ft. height above the sidewalk). NIA CROSS - SECTIONS FOR SHORELINE PROJECTS 39. SHORELINE CROSS SECTIONS at maximum 75' intervals along the shoreline showing: • Existing and proposed elevations and improvements, • Limits of the 40' River, 100' Low Impact and 200' High Impact environments, • The top of bank elevation, landward catch point toe of levee, riverbank toe, mean high water mark and base flood elevation (i.e., the 100 year flood), and • Dike/ riverbank maintenance easement (min. 30'. from the top of bank). NIA NIA GAAPPHAN \LANDUSE.APPaSHORLINE.DOC, 06/15/00 • clipse ngineering 375 Corporate Drive South, Suite 201 Seattle, Washington 98188 Phone: 206- 394 -8500 February 20, 2001 Ben Dowling City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Re: Extension on miscellaneous application for Shoreline permit to install Notice of Land Use signs. Dear Ben: The purpose of this letter is to ask for an extension on the miscellaneous permit for the Shoreline permit we applied for already. Approved shoreline permit number is (L01 -009) and Sepa permit number (E01 -002). We would greatly appreciate an extension due to the fact that we need to re- submit miscellaneous application and revised sign locations so that we meet within 200 feet of the shoreline. I will send revised information as soon as possible to get the process going. Thank you for your assistance in this process. Please call me at (206) 394 -8500 if I can offer any further information. Thank you, Shauna Wals Permit Manager Eclipse Engineering RECEIVED FEB "? 2001 COMMUNITY DEVELOPMENT WAC 197 -11 -960 Environmental checklist. ENVIRONMENTAL CHECKLIST Purpose of checklist: The State Environmental Policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. Instructions for applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply." Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of checklist for nonproject proposals: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions, the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area," respectively. A. BACKGROUND 1. Name of proposed project, if applicable: Electric Lightwave, Inc. 's Qwest Tukwila Cybercenter 2. Name of applicant: Electric Lightwave, Inc. 3. Address and phone number of applicant and contact person: Applicant: Contact Person: Eric Clayton Shauna Wals Electric Lightwave, Inc. Eclipse Engineering 1301 120th Ave NE 375 Corporate Drive South, Suite 201 Bellevue, WA 98005 Seattle, WA 98188 (206) 812-3349 (206) 375 -8500 4. Date checklist prepared: January 25, 2001 • • 5. Agency requesting checklist: City of Tukwila 6. Proposed timing or schedule (including phasing, if applicable): This project is scheduled for construction in March 2001. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. At SW 43rd Street /180th the City of Tukwila has a proposal to lower the road and build a tunnel under the railway. There is also a proposal for a transit Center east of the Interurban Trail at Strander Boulevard. These projects will not affect our current proposal nor will this proposal, affect or interfere with the City's projects. 10. List any government approvals or permits that will be needed for your proposal, if known. This checklist accompanies an application for a City of Tukwila Shoreline Permit, A City of Tukwila Right of Way Permit, Also a request for Deferral of Undergrounding for installation of utility lines. 1 1. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) In general, this project is the installation of a fiber optic cable with diverse routes, to serve the new Qwest Cybercenter at 6101 South 1801h Street. The portion of the route that is proposed in the city of Tukwila is described below. The remainder of the project is in areas of Unincorporated King County, in the city of Kent, and in the city of Renton. Beginning at the Tukwila City Limits on the east side of the Interurban Trail approximately 800 feet north of Strander Boulevard, Electric Lightwave proposes to install an aerial cable on the existing PSE utility poles. The route would continue aerially to the pole at the north side of the right of way at Strander Boulevard where the roue would change from aerial to underground. The proposal is for a vault to be placed at the base of the pole and for the placement of one 4" diameter PVC conduit. The conduit would be installed by directional bore and would go to the south for 320 feet to a PSE pole. .4t this point the route would be aerial again on the west side of the trail for about 5000 feet to a pole about 600 feet north of S 43rd Street. At this pole the route would again transition to underground. One 4" diameter PVC conduit would be buried along the trail north for 110' to a utility access road and then go east in the utility road to an existing MCI vault in the Union Pacific Railroad right of way. Electric Lightwave has coordinated the purchase of the conduit from MCI from this vault to the city limit south of SW 43rd Street. See sheets 24 through 26 of the attached plan sets for route details. 2 • • The proposed project reenters city of Tukwila right of way again at the intersection of SW 43rd Street and South 72nd Avenue_ The proposal is for the route to be one 4" diameter Pl'C conduit installed by directional bore from the city of Kent right of way to the city of Tukwila right of tray. The route would cross SW 43rd Street and turn west. From this location, the conduit would be trenched in back of the concrete sidewalk to an existing 360 Degree Networks' vault just north of SW 43rd Street /S 180th Street on West !alley Highway. See sheets 1 through 14 of the attached (Qwest northeast connection) plans for route details. From the 360 Degree Networks' vault the proposal is to pull a fiber cable through existing conduit to a 360 Degree Networks' vault on South 180th Street 550 feet east of Southcenter Parkway. From a vault just west of Andover Park East, the proposal is to directional bore one 4" diameter PVC conduit along the north side of South 180th Street to the northwest corner of Andover Park West. One 4" diameter PVC conduit would then cross to the south side of South 180th Street and exist the right of way. See sheets 14 through 21 of the attached (Qwest northeast connection) plans for route details. From the existing 360 Degree Networks' vault just north of SW 43rd Street /S 180th Street on West Valley Highway, two 4" diameter PVC conduits would cross to the south side of South 180th Street. The two 4" conduits would be directionally bored under the concrete sidewalk to Southcenter Parkway. The route then turns to the south and continues underground to a PSE pole 300 feet south of South 180th Street. At this location, the route is proposed to be aerial on existing PSE poles to the south where the project exits city of Tukwila right of way. See sheets 2 through 8 of the attached plan set for route details. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. This proposed route will start at the City of Tukwila City Limits in the NW Y, of Section 25, Township 23 North, Range 4 East, heading southbound to a point located in the SW 74 of Section 25, Township 23 North, Range 4 near Strander Boulevard at parcel # 005800008. Heading south to a point located in the SE V4 of Section 36, Township 23 North, Range 4 East. Then the route heads westerly on S. 180th St to a point located in the SW %4 of Section 36, Township 23 North, Range 4 East at parcel 4 3523049008. The aerial route then heads southbound on Southcenter Parkway /Frager Road to a point located in the NW % of Section 35, Township 23 North, Range 4 East. Ending at the Tukwila City Limits on Frager Road and S. 196th Street to a point located in the SW % of Section 2, Township 22 North, Range 4 East at parcel # 7888800610. 3 TO BE COMPLETED BY APPLICANT B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope)? No slope. 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 farm land. This project takes place in the river valley. Native soils are typical of this environment. The soils that are specific to this project area are typically fill and road, trail, and railroad ballast. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Most of the underground construction would be directional bore and no filling or grading would be proposed. In the trenched areas, crushed rock and gravel would be used for backfill in small quantities. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. A small potential for erosion exists in one location. The trench from the side of the asphalt trail to the utility pole (see sheet 24 of Electric Lightwave's plans.) is near a swale. Approximately fifteen feet of trenching is proposed in this location. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? This project will not result in any increase in impervious surface. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Typical construction methods are proposed. This would include silt fence and hay bales if needed. Also, this portion of the construction will be very short in duration (a few hours) which would minimize the potential for erosion. 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Vehicle emissions from the trucks used for hauling and installing the cable would occur during installation. No emissions would result once the cable is installed EVALUATION FOR AGENCY USE ONLY • • b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. None. c. Proposed measures to reduce or control emissions or other impacts to air, if any: None are necessary or proposed. 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 proposed project is in the vicinity of the Green River. A portion of the route is proposed in a wetland buffer along the Interurban Trail. 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. All construction activity within 200' of the ordinary high water mark would take place in the improved road right of way. The portion of the proposal adjacent to the Interurban Trail passes through a wetland buffer. This is an aerial portion and would be constructed from the paved trail. Approximately 15' of trenching in the buffer is proposed. (See sheet 24 and figures 3,4,5 of the attached photo sheet.) for specific location. 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. The proposal does not include any filling or dredging. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No. 5) Does the proposal lie within a 100 -year floodplain? If so, note location on the site plan. Yes. Portions of this project are within 200' of the ordinary high water mark of the Green River or in its associated 100 year floodplain. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No. 5 • • 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals... ; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. No waste materials will be discharged into the ground as a result of this proposal. c. Water runoff (including stormwater): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. No runoff will resultfrom the proposal. 2) Could waste materials enter ground or surface waters? If so, generally describe. No. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: The significant portion of this proposal that are near of within the wetland/buffer would be aerial and would involve attaching another cable to an existing utility pole line. This construction would take place from bucket trucks working from the asphalt trail. The 200' of trenching as shown on sheet 24 would be along the trail in the fill that was placed to build the trail. There is also a utility access road in the same area made of fill material. No impacts to native soils or the wetland would resultfrom this construction. About fifteen feet of trenching is proposed in a swale next to the trail as shown on sheet 24A. This would involve disturbing wetland soils between the trail and the utility pole. The work could be dug by hand to prohibit equipment entering this area. The time to do this trench would be only a few hours. 4. Plants a. Check or circle types of vegetation found on the site: deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other • shrubs grass pasture crop or grain • wet soil plants: cattail, buttercup, bullrush, 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? A strip about ten feet long and one foot wide of cattail and grasses would be removed by this proposal. c. List threatened or endangered species known to be on or near the site. None are known. 6 d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Since the disturbed area would be so small, allowing it to grow back to it's natural state is the only proposal. 5. Animals a. Circle any birds and 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: b. List any threatened or endangered species known to be on or near the site. None known. c. Is the site part of a migration route? If so, explain. Because of the waterway nearby, the extended area is likely to be used by various waterfowl for feeding. d. Proposed measures to preserve or enhance wildlife, if any: This project will not affect any wildlife species. 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. Fossil fuels will be used in the trucks used to carry the conduit and fiber cable and to install it at the project site. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. 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: None are proposed. 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. No. 1) Describe special emergency services that might be required. None would be required. 7 • • 2) Proposed measures to reduce or control environmental health hazards, if any: None are necessary or proposed. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? None. 2) What types and levels of noise would be created by or associated with the project on a short -term or a long-term basis (for example: traffic, construction, operation, other)? Indi- cate what hours noise would come from the site. - The equipment that would be used to construct this project is typical of any construction project. Peak noise levels of 50 -90 dBA (decibel) would result. However, there is a high decibel background noise associated with the roadways and the adjacent businesses. Construction would take place during normal daylight hours typically from about 8AM to 5PM weekdays and 9AM to 5PM on weekends. 3) Proposed measures to reduce or control noise impacts, if any: Other than requiring that the exhaust systems on the construction equipment be properly maintained, none are necessary. 8. Land and shoreline use What is the current use of the site and adjacent properties? The adjacent properties are a commercial area consisting of restaurants, warehouses, businesses, railroad tracks, and the Interurban Trail. b. Has the site been used for agriculture? If so, describe. Yes, the adjacent properties were likely used for agriculture in the past due to the flat fertile soils that existed prior to development and due to the nearby water source. c. Describe any structures on the site. On the proposed project route, there are no structures except for the asphalt trail and roadways. d. Will any structures be demolished? If so, what? No. e. What is the current zoning classification of the site? Commercial, Light industrial, Tukwila Urban Center. f. What is the current comprehensive plan designation of the site? Not Known. 8 • • g. If applicable, what is the current shoreline master program designation of the site? Urban. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. The project proposal is within 200' feet of the Ordinary High Watermark of the Green River and its adjacent wetlands and buffers. i. Approximately how many people would reside or work in the completed project? None. j. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: None are necessary or proposed. I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Since the proposed project is within the Interurban Trail and in the road right of way, it is likely compatible with existing and projected land use plans. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, mid- dle, or low- income housing. No housing units would be provided. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low- income housing. No housing units would be eliminated. c. Proposed measures to reduce or control housing impacts, if any: None are necessary or proposed. 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? The proposed project includes an aerial cable along the Interurban Trail and Southcenter Parkway. It would be attached to existing poles at a height of about 22'. The remainder of the project would be underground. b. What views in the immediate vicinity would be altered or obstructed. No views would be obstructed. 9 c. Proposed measures to reduce or control aesthetic impacts, if any: None are necessary or proposed. 11. Light and glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? None. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off -site sources of light or glare may affect your proposal? None. d. Proposed measures to reduce or control Tight and glare impacts, if any: None are necessary or proposed. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Interurban Trail. b. Would the proposed project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including recreation op- portunities to be provided by the project or applicant, if any: None are necessary or proposed. 13. Historic and cultural preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preser- vation registers known to be on or next to the site? If so, generally describe. None are known. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None are known. c. Proposed measures to reduce or control impacts, if any: None. 10 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The proposal takes place within the rights of way of Strander Boulevard, SW 43rd Street, S. 180th Street and Southcenter Parkway. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes. c. How many parking spaces would the completed project have? How many would the project eliminate? None. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transporta- tion? If so, generally describe. Adjacent to the project is a Union Pacific Railroad and a BNSF Burlington Northern Santa Fe Railroad. This proposal would use neither. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. None. g. Proposed measures to reduce or control transportation impacts, if any: Traffic control and temporary lane closures would be conducted according to the requirements of the Right of Way permit that has been applied for as part of this proposal. 15. Public services a. Would the project result in an increased need for public services (for example: fire pro- tection, police protection, health care, schools, other)? If so, generally describe. No. b. Proposed measures to reduce or control direct impacts on public services, if any. None are necessary or proposed. 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse serv- ice, telephone, sanitary sewer, septic system, other. 11 • • 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. The project is for conduits and cables to be used for telecommunications services. C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision r Signature: . attY0L C/O Date Submitted: gO61 12 1, CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan n ci.tukwila.wa.us SEPA ENVIRONMENTAL REVIEW APPLICATION NAME OF PROJECT/DEVELOPMENT: &W.N-TU KV\ i 101 Gy ho c-eI -w I 1 i ec-1-r c, L- 1-I11Jc0f-eS,1 n c . LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s); block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. • I / & La: ' i IA ik . / 6 I / / L oF Olt at am-A/c-colt( n4vv./ ono S.Igtf - Pr l,to I fU L.S f /aer 41- nn- e,TAir ?l 44s 000SO 090o,1 Quarter: 1/4 Section:, / 2 wnship N Range:4 L 3 r��Qj((�� gc,t/8 (This information may be- on your tax statement.) 1 88(J O(.P 1D DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the 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. Name: 5 aW A V o OIU Address: Wor o//tk, DrI �v(/t� i (A() S I tAI � C'�e1 IL2D 1 JV o ' - 8-f- e 1 °)BQ Phone: Z� 3 01 4- OO FAX: O !9 Signature: �� V Y . Date: G:\ APPHANLL.ANDUSE.APP\SEPAAPP.DOC, 06/16/00 O FOR STAFF USE ONLY SIERRA TYPE P-SEPA _ Planner: File Number: Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: NAME OF PROJECT/DEVELOPMENT: &W.N-TU KV\ i 101 Gy ho c-eI -w I 1 i ec-1-r c, L- 1-I11Jc0f-eS,1 n c . LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s); block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. • I / & La: ' i IA ik . / 6 I / / L oF Olt at am-A/c-colt( n4vv./ ono S.Igtf - Pr l,to I fU L.S f /aer 41- nn- e,TAir ?l 44s 000SO 090o,1 Quarter: 1/4 Section:, / 2 wnship N Range:4 L 3 r��Qj((�� gc,t/8 (This information may be- on your tax statement.) 1 88(J O(.P 1D DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the 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. Name: 5 aW A V o OIU Address: Wor o//tk, DrI �v(/t� i (A() S I tAI � C'�e1 IL2D 1 JV o ' - 8-f- e 1 °)BQ Phone: Z� 3 01 4- OO FAX: O !9 Signature: �� V Y . Date: G:\ APPHANLL.ANDUSE.APP\SEPAAPP.DOC, 06/16/00 O A STA218.55 0 ©PL. 96 AERIAL FIBER CA E/V 10M STRAND STA2144,8 0 STA211.15 411 INTERURBAN TRAIL 1 n MIER TA221.85 POLE* 316794 163169 PVR NEUTRAL 40* INA SEC 27 POLE* 316762 165170 pVR NEUTRAL 40. PVR SEC ET. TEL OI ER anER POLE* 316727 165170 PVR NEUTRAL PVR SEC LT. TEL a TIER MIER 40. 23' CK 0 I I is i POLE* 316689 163170 PVR 4 i2 tI IP I • ODER TEL OTI[R z w SEE PRINT # 24 ST8232.05 0 STA228.25 STA224.95 STA.223.65 0 INTERURBAB TRAIL SEE PRINT # 26 1 1 Ii PL. 96 AERIAL FIBER CA E/V IOM STRAND I POLE* 316902 165161 PVR IEIITRAL I 40. C/ PVR SEC ET. OTER MIER 23 L__ Q JI Z a 3 i- LE Y Z �I PO/ 316667 145162 W 1- C PVR N4EUTRAL 40. IrZ PVR SEC ET. Er TEL UTIC POLE* 316854 165174 MIER PVR IEUTRAL 40, PVR TEL anER OTTER POE* 316835 165162 40. 23' POLE* 316815 165170 PpvR VR / EUTRAL 407 Er" TV ' 23 A 23' 1 ELECTRIC LI GHT WAVE 1301 120th Ave. N.E. Bellevue, WA 98005 Fax 425 -450 -9691 TITLE NEST TUKVILA CYBERCENTER ENGR EC DESCRIPTION 6101 S 180TH ST42ID05 Cf00(97 ANDOVER PARK VEST AND S. 180TH ST APPR BY: DATE: SHEET: 12 -6 -00 25 OF 25 • • • POLE* 317031 165158 PVR NEUTRAL PVR SEC EEl- LT. CATV TEL OTHER OTHER 40. 23' 21' STA247 +43 STA.246+45 POLE* 130T PVR NEUTRAL PVR SEC SET, L7. CAIN' TEL OTHER 40. 24' OTHER 23' STA242•43 STRANDER BLVD STA239 +25 POLE* 316966 PVR NEUTRAL PVR SEC ST. LT. PA TEL CRIER OTHER 163139 40. 23' STA248•13 0 0 i N Qe LJ CL zl POLE* 317032 165173 POLE* 317031 163197 PVR ICUTRAL ST. EU LT. CATV TEL OTHER OTHER PVR NEU S 60+ 60. PVR SEC S7. L7. N' CATV M' TEL OTHER OTHER 43' POLE* 317045 163138 PVR NEUTRAL 60. PVR SEC ST. LT. EI 23' CATV TEL OTHER OTHER 25' POLE* 316998 163139 PVR NEUTRAL PVR ST. LSEC ELI CAP/ TEL OTHER OTHER 40' 24' 25' © PL. 96 AERIAL FIBER CA E/W 10M STRAND STA238+85 POLE* 316961 163160 PVR NEUTRAL PVRLT. CATV TEL OTHER OTHER POLE* 316934 165160 �"' „- ,IEl7TRAL 23' 1-1-1 PVR SEC STA235. • 1 :V� z G TEL 1--N OTHER OTHER SEE PRINT # 25 40. 23' 43' POLE* 317030 163222 PVR PVR NEUTRAL 60. ELI L7. CATV I I OTH ER OTHER z /'z/ 44' 43' POLE* 317049 165257 PVR NE PVR SCC UTRAL CAT L7. TEL OTHER OTHER 60. 44' 43' BOW LAKE PIPE LINE .O POLE* 317027 163370 PVR PVR CUTRAL 40, SEC ST. 17. TEL OTHER OTHER NPOLE* 317027 163333 F P R SZCTRAL 40. N CAT TELELI 23' TEL OTHER OTHER POLE* 317028 163293 P R SEC RAL 40. ST. LT. CATV 23' TEL OTHER OTHER 23 ASBURY— TALBOT LINE 25 n • co 'C N 23' 23' EL. AEC TR /C L /G/- f TWA VE 1301 120th Ave. N.E. Bellevue, WA 98005 Fax 425 -450 -9691 TITLE QWEST TUKWILA CYBERCENTER DESCRIPTION 6101 S 180TH ST* 205" 00 ANDOVER PARK WEST AND S. 180TH ST REV ENGR: EC APPR. BY: DATE: 12 -6 -00 SHEET: 26 OF 29 (TACO TIME SD -- a- - -_a - -- ' STRANDER BLVD CASPH) -- +---- a- - --a -- FENCE 64' 7 I I 11 11 II I I I I II 11 11 PSE *316998 II 165159 it II MHI VL BARRIERS U " SD 112 95' — 60' --I 3 GAS 11 ;JACK N THE BOX; RENTON JUNCTION SUBSTATION PSE #316966 II II -, MH INT II II PSE EASEMNENT —OPL— — —■— — — i U SEE PRINT* POLE *316968 165172 ® BORE 1 -4' PVC SCHED 40 320' E/V 4 -1' INNERDUCTS OLE •16968 165171 etIMI E INNERDUCTS 1- 96 FIBER OPTICS CABLE —� —' SCALE: NONE ELEC 7-/R/C1 LAI GI'ITWAVE ITTLE (WEST TUKWILA CYBERCENTER • ENGR EC DESCRIPTION 1301 120th Ave. N.E. Bellevue, WA 98005 Fax 425 -450 -9691 2-44 05 Q'0db7 6101 S 180TH ST ANDOVER PARK VEST AND S.180TH ST APPR HY: DATE: SHEET: 12 -6 -00 P6A OF 29 O 0 z 1 1 1 C1 • • • O 1 0 FIGURE 1: PROPOSED DIRECTION BORE ROUTE iIf�{ 10M STRAND` AND .FIBER, CABLE INSTALLED FROM TRAIL. INTERURBAN TRAIL FIGURE 2: AERIAL ROUTE ALONG INTERURBAN TRAIL FIGURES #�,� TRENCH IN 'GRAVEL AND INSTALL (1 4 "0 PVC CONDUIT : BORE UNDER ASPHALT- '; TRAIL AND INSTALL (1) ;; 4 "0 PVC CONDUIT j s, FIGURE 4: PROPOSED BORE UNDER INTERURBAN TRAIL OPOSED '`� +'O!.RISER o HAND DIG IN ... BUFFER /SWKCE AND INSTALL',, (1)' 44 0, .PVC ..C_ONDUIT. INTERURBAN TRAIL TO FIGURE FIGURE 3: PROPOSED TRENCH EXISTING MANH-O'LE -�h i*P TRENCH" . IN GRAVEL 'AND: INSTALLS (1 4 "0 :=PVC CONDUIT `v,i• FROM ''FIGURE FIGURE 5: PROPOSED TRENCH TO EXISTING MANHOLE ELECTRIC LIGHTWAVE ELECTRIC LIGHTWAVE File Name:photo.dwg Date:1 /26/01 Sheet 1 of Number' Nuriber, 10700701 FENCE 1 1 PSE POLE* 316512 165173 0 PSE POLE* 316477 165173 I 0 + £ I" £ 0 tit £ I£ £ I£ I£ I -- 35' -- £ £ I lalz I J I a_ I n' U 1 at = 1 a J x I £ I a 1 1 1 I 150' a € ! I 1 £ I � I °r ----- 55' n £ 1 1 I £ 1 I £ O 30' I ! 1 SEE PRINT * 24 I 8 I I I2 1 I L WALKWAY ( 1- a ca OC W STA. 0 +44 I 90' ( r. DIRT ROAD - ,'EX. MCI -WC 1 MN ,1� 71' 0 UP RR TRACKS PSE POLE* 316494 165184 – RENTON SEVER PIPELINE — –a– – — LOCATED 690' N. OF S. 180TH R/V SCALE: NONE ELECPTR /C 1301 120th Ave. N.E. Bellevue, WA LG/r4 T WA ICE Fax 4 5-4 0 969105 / TITLE • QWEST (*200500067) TUKWILA CYBERCENTER ENGR: EC DESCRIPTION 6101 S 180TH ST ANDOVER PARK VEST AND S.180TH ST APPR. BY: DATE: 12 -6 -00 SHEET: 24A OF 29 A STA492 +80 POLE* 316512 165173 PVR WIRRAL 40. PVR SEC ET. TEL OTTER OTHER STA190+80 23' PL 1-4' PVC 230' SEE PRINT 0 24A alit DETAILS POLES 316477 165173 PVR NEUTRAL PVR SEC TEL CRIER OTHER 40. 27 SW 43RD H-1 ST / S 180TH ST PSE Pat 11 PL. 96 AERIAL FIBER CA E/W 10M STRAND P18 r 4 116401 165190 PVR MEUTRAL LF t+va TEL OTHER OTHER STA207 +55 11 PL. 96 AERIAL FIBER CA E/W 10M STRAND STA203 +75 POLE* 316618 165173 PVR IEVTRAL PVR SEC CT., LT. TEL OTHER aTER POLE* 316580 165174 IEUTRAL PVR SEC ST. LT. CAN TEL OTHER OTHER 40+ 23' 40. 23' STA.199 +95 SEE PRI \T # 25 0 a W a STA196+60 POLE* 316653 165172 PVR NEUTRAL PVR SEC T. TEL OTHER 40. 23' 1 LL V) Z POLE* 3165347 165173 PVR NEUTRAL 404 PVR SEC ST. LT. TEL OTHER OTHER 23' A ELECTRIC LI GHT WAVE 1301 120th Ave. N.E. Bellevue, WA 98005 Fax 425 -450 -9691 TITLE QUEST TUKWILA CYBERCENTER DESCRIPTION 6101 S 180TH ANDOVER PARK WEST AND S. 180TH ST ST V' D �� R ENGR: EC APPR. BY: DATE 12 -6 -00 SHEET: 24 OF 25 • • • • • • MATCH STA 12+94 SEE SHEET #13 12+94 11 210 70 FT BN RR BORE 12+94 10 210 70 FT AT &T BORE 12+94 9 630 60 FT DIRECT BORE MCI -WORLD 12+94 7 630 670 FT 12+93 250 DIRECT PLACE ELI BORE MANHOLE BN RAILROAD 12+93 5 630 670 FT ELI 4" CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT 12+93 4 630 670 FT 12+94 3 630 670 FT 12+94 2 630 670 FT 12+94 1 630 670 FT AT &T 4" MCI -WORLD 4" SPRINT 2" BN 2" 11111111 HI 111111111111:11111111111111111111 F F HIlIlIlIlI f IIIIIIII►lulnlninium ►IIIIIlmmmwt IIIII nIIIIlII !IIIl11!IIIIIIIII/llll11111111I NEW ELI MANHOLE EXISTINGI BOX BORE PIT DB 0 DB. DB EXISTING MCI LINE AQ C= / -4 "Pvc UNION PACIFIC RAILROAD Robot ro vG r'RkivSlr ►o To AAGX Bo R E APPROX 690 FT TO ROADWAY �4,r- 4 "f'VC ,U1 I4J AA c r QoRF ELI LINE INTERURBAN TRAIL • ELr TD 5ET NfW 01,t PRELIMINARY PRINT 2_0 a5 000(57 MATCH STA 05 +56 SEE SHEET #11 PROJECT: CLARIFICATION NO. QUANTITY OUTSIDE PLANT CONSTRUCTION z 0 1= 0 0 Z w O c Q ? 3 J ex aQ co p 0 Y DATE: 12/18/00 ENGINEER: M.SIPTROTT DRAWN BY: M.SIPTROTT REVISIONS DATE DESCRIPTION RITIAL w MOT A/ MAT t Oast MOM = ...= MO W010 !WM Ig wosn s o aam. wr ow WNW ■ ewer COM= MO MI M►� MAP= WNW WOMPW mum wzrowas. SCALE HORIZONTAL VER11CAL• MP TO MP SHEET 12 OF 13 DGN NO. • • • OS PL 96 AERIAL FIBER CA E/V 10M STRAND POLE# 316257 164661 PVR NEUTRAL 35' PVR SEC — ST. ELI 23 TEL OTHER OTHER POLE# 316208 164641 PVR NEUTRAL 25' PVR ST. ELI vT. k i CAT TEL OTHER OTHER 0 • 0 A" PIS SEE PRINT # 7 A" Mel • 0 A" U.O POLE# 316334 164593 / PVR NEUTRAL 30' PVR SEC — ST. LT. ELI 23' CATV TEL OTHER OTHER POLE# 316308 PVR NEUTRAL PVR SEC ST. LT. ELI CATV TEL OTHER OTHER P OLE# 316277 164673 PVR NEUTRAL VR SEC ELI LT. CATV TEL O THER OTHER POLE# 316256 PVR NEUTRAL PVR SEC EELI LT. CATV TEL OTHER OTHER POLE# 316233 164652 PVR NEUTRAL PVR LSEC CATV TEL OTHER OTHER 28' 1' 164663 23' 19.8' 24' 7' 164685 26. 5' A A / A A POLE# 316157 PVR NEUTRAL PVR SEC ELI LT. CATV TEL OTHER OTHER I ft" 3446 164606 26' 5' 23411. --LIITL POLE# 316136 164398 PVR NEUTRAL 28' 3' J PVR SEC y ELI LT.S' 9 • CATV TEL — OTHER POLE 316115 164591 6 OTHER — PVR NEUTRAL 26' 10' PVR SEC ST. LT. ELI 23' 1' TEL CATV OTHER - - OTHER — A" I7.M POLE# 316091 164586 PVR NEUTRAL 24' 8' PVR SEC VT. ELI 23 ma. TEL OTHER OTHER POLE# 316179 PVR NEUTRAL PVR SEC ST. ELI LT. CATV TEL OTHER OTHER POLE# 316621 164619 PVR NEUTRAL 22' 6' PVR SEC EL. I LT. CATV TEL OTHER OTHER 30'+ 21' 2' 20',10' X— ARMCDOVN) 19' 10' 20' t& X— ARMCDOVN) 0 PL. 96 AERIAL FIBER CA E/V 10M STRAND POLE# 316136 164598 PVR NEUTRAL PVR SEC ST. CAT TEL STHER SEE PRINT # 9 28'3' al. ELECTRIC LIGHTWAVE 1301 120th Ave. N.E. Bellevue, WA 98005 Fax 425 -450 -9691 TITLE QVEST TUKVILA CYBERCENTER DESCRIPTION 6101 S 180TH ST # VOS100067 ANDOVER PARK VEST AND S. 180TH ST REV ENGR: EC APPR. BY: (DATE 12 -6 -00 I Sr: HEE 8 29 SEE PRINT # 6 PDLE# 316388 PWR NEUTRAL PWR SEC ST. LT. ELI CATV TEL OTHER OTHER STA. 13 +87 164711 23' 9" 205 "' h STA. 10 +87 0 PL. 96 AERIAL FIBER CA SEE PRINT #6 FOR DETAIL PDLE# 316361 164702 - PWR NEUTRAL PWR SEC ST. LT. ELI CATV TEL OTHER OTHER SEE PRINT # 8 30' 24' 208" 21' 3" ELECTRIC LIGHTWAVE 1301 120th Ave. N.E. Bellevue, WA 98005 Fax 425 -450 -9691 TITLE QVEST TUKVILA CYBERCENTER DPSCRIPfION 6101 S 180TH ST412,05 MO 7 ANDOVER PARK VEST AND S. 180TH ST REV 4G: EC APPR. HY: IDATE: 12 =6-00 I 7 OF 29 SPP PRINT # 5 CB „.4 PED C,1J i SEE PRINT # 7 PWR STA 8 +37 RISER POLE STA 7 +54 START DVY STA 7 +90 END DWY STREET CLIM SPACEEING FIELD RISER- TOP VIEVA POLE 316412 164716 TYPICAL TRENCH DETAIL O BORE 2 -4' PVC SEE PRINT* 4 FOR DETAILS O PL. 2- 4' PVC 10' FIRST PVCI E/V 4 -1' INNERDUCTS #14 GRW (LOCATE WIRE) PLACED OUTSIDE INNERDUCTS 1 -96 FIBER CA SECOND PVC1 EMPTY ENCASE IN 1 -SACK SLURRY PL. 96 AERIAL FIBER CA 4190' E/V IOM STRAND STRAND — 4 -1' ID STAND OFF BRACKET E/W 2 -4. 90 STEEL BENDS 1 -4' STEEL PIPE 10' 1 -4' PVC (SCH 40) 10' 4' PVC SPARE 4' 90 BEND(S EL) CABLE 4' STEEL POLE GROUND 4' 90 BEND(STEEL) POLE 316412 164716 L❑ ❑KING EAST E ■■C" TR /C AIL /G/1 -0 P WAVE 1301 120th Ave. N.E. Bellevue, WA 98005 Fax 425 -450 -9691, TITLE QVEST TUKWILA CYBERCENTER ENGR EC DESCRIPTION 467 6101 S 180TH ST 7#2.805 ANDOVER PARK VEST AND S. 180TH ST APPR. BY: DATE: 12 -6 -00 SHEET: 6 OF 29 • • • SLL PRINT # 4 Z 1 I , 'T.- T.LT. W I 17 17' �:"1 : r. 30' 1 :1 U r► _ 1 I i:i I. 1 19' 1 I;. 0 ► !..1 v) J 1 /2' i . 1 1 1 ► 1 1 , 1 7 C :,'. • PWR 1 I 1 /: ; l ,1.. 1 I-i::1 11 i 1 1 1 _, I. 1 5'`•.CONCRETE- SiDEWAIK I y u i- 1 1 1 1 1 1 1 1 CAJ ► ► , 1 ► ► I ITS' 1 7 1 •: 1 1 1 1. 1 1 I bci 1; iflf 1 1 ► ,�. ;.1-1: p BORE 2 -4' PVC / SEE PRINT84 FOR DETAILS I 1 1- I`IW i v : / PWR 1 , I I ► I : 1... PWR I 1 r 1 1 1 1 SEE PRINT # 6 PWR STA 6 +51 CATCH BASIN STA 7 +18 METER BOXES ELECTR /C 1301 120th Ave. N.E. L /GF� P WAVE Bellevue, WA 98005 Fax 425 -450 -9691 TLE DVEST TUKWILA CYBERCENTER ENGR: EC DESCRIPTION 6101 S 180TH ST *ZOO -SWOP REV ANDOVER PARK VEST AND S. 180TH ST APPR. BY: DATE: SHEET: 12 -6 -00 5 OF 29 TYPICAL TRENCH DETAIL IN OUT MANHOLE DETAIL 444 -LA M.H. 00 00 KM cvr D.amUCK CPT «o1.4 MI TILL AP COIL AND TIE WRAP CABLE TO MH RACKING ON WALL I S 1 80TH ST (ASPH) STA 4 +80 444LA MH 32' 34' 1 1 1 ► 1 ► v) I 117 17' SEE PRINT # 5 I 1 BORE/ PIT 114' STA 5 +61 BORE PIT H- z 0 W W Q BORE 2 -4' PVC SEE PRINT #2 FOR DETAILS Q PL. 2- 4' PVC 81' FIRST PVC1 E/V 4 -1' INNERDUCTS 1 -96 FIBER CA #14 GRW (LOCATE WIRE) PLACED OUTSIDE INNERDUCTS SECOND PVC' EMPTY ENCASE IN 1 -SACK SLURRY Q9 BORE 2 -4' PVC 276' FIRST PVC' E/V 4 -1' INNERDUCTS 1 -96 FIBER CA' #14 GRW (LOCATE VIRE) PLACED OUTSIDE INNERDUCTS SECOND PVCI EMPTY ELEG'TR /C L /GH"TWAVE 1301 120th Ave. N.E. Bellevue, WA 98005 Fax 425 -450 -9691 TITLE QVEST TUKVILA CYBERCENTER ENGR EC DESCRIPTION 6101 S 180TH ST 4 2iIcs06067 ANDOVER PARK VEST AND S. 180TH ST REV APPR. BY: DAB: 12 -6 -00 SHEET: 4 OF 29 • • • • • z H CY 0 W W v) - -°- - -- • EDC ------ • - - - -a- -GAS 44' 30' S 1 80TH ST CASPH) 30' 32' .i_ 29' SEVER - -u- ----- -a- - -- 33' sEtirFR VARNINGI VARNINGI VARNINGI: GI PRESSURE GAL LDE CALL PSE 4 10RS WERE YOU DIM 'A PSE GAS REPRESEMA MUST RE PRESENT VIZ YOU ARE =DIG ALLPIG TIDS ROUTE. SPRINKLERS SPRINKLERS CLAIM JUMPER 5901 SPRINKLERS 1- U 0 U 0 BORE 2 -4' PVC SEE PRINT# 2 FOR DETAILS STA ASPHALT DRIVEVAY STA • I 12' PLANTER! STRIP EDC 40' GUARD RAIL FENCE STA 2 +45 END GUARD RAIL CJ z 0 LLJ rW^ C J ELECTR IC L/GHi -WAVE 1301 120th Ave. N.E. Bellevue, WA 98005 Fax 425 -450 -9691 TAE WEST TUKVILA CYBERCENTER ENGR_ EC pESCRIPITON 6101 S 180TH ST .0 2 '06t 1 '" ANDOVER PARK VEST AND S. 180TH ST f:PPR. BY: DATE: SHEET: 12 -6 -00 3 OF 29 co z NH !c W W ® BORE 2 -4' PVC 68' FIRST PVC. E/V 4 -1' INNERDUCTS 1- *14 GRV<LOCATE VIRE) PLACED OUTSIDE INNERDUCTS 1- 96 FIBER CA SECOND PVC. EMPTY O BORE 2 -4' PVC 490' FIRST PVC. E/V 4 -1' INNERDUCTS 1- *14 GRV <LOCATE VIRE) PLACED OUTSIDE INNERDUCTS 1- 96 FIBER CA SECOND PVC. EMPTY -- t0--- -�-- -- v_ EOC S 1 80TH ST (ASPH) CB r STA 1 +35 START GUARD RL -- -L-- -- - - -a— --- ■ • ' • I■ ■ -- - - -- -- ,, - - - -• -- ° - - -- • ■_ _ ■I • ? 12' PLANTER STRIP ° — — °- `t=01EI -RXI ° St Ltd J STA 2 +45 END GUAR I - -T STA 1 +17 END SDVK DRAINAGE DITCH ST. LT. ELzFENC6- 6 TH❑MASVILLE 0 0 0 SPRINKLERS W STA 1 +00 END DVY STA 0 +70 START DVY 0 PL.1 -444LA MH E/V STREET COVER CABLE PULLING EYES NOTE. RACK CABLES AFTER PLACEMENT AND /OR SPLICING 444-LA M.H. MANHOLE DETAIL —se _• FI 1- IN COIL AND TIE WRAP CABLE OUT TO MH RACKING ON WALL ST. LT. PFL ESTO O !WEST EAST STA 0 +00 OVEST CROSSING 0---- tt- -- -tA- 33' L v--- -r - - -- — 4 4' IMP ASPHALT DRIVEVAY EOC VEST EAST 15' Wcr 14 04 6' PLANTER STRIP 6' CONCRETE', SIDEVAIK. , WARNING] WARNINGI WARNING] M101 PRESSURE GAL LIM CALL PSC E4 MOATS FOR[ TOJ.RIG. A PIE GAS REPRESENT* MUST SE PRESENT WHILE VEY ARE MGM MANG DOS ROUGE. BASSET 444 LA QWEST 6101 ELEC' TR /C L /GI- E TWA VE 1301 120th Ave. N.E. Bellevue, WA 98005 Fax 425 -450 -9691 TITLE CVEST TUKWILA CYBERCENTER ENGR EC DESCRIPTION �tr� 6101 S 180TH ST ��f/ ��i/sv6% ANDOVER PARK VEST AND S. 180TH ST APPR. BY: DATE: 12 -6 -00 SHEET: 2 OF 29 QWEST CYBER:I- \TER BUILD TU<WILA WASHI \_T OROUTE 2, PERMITS: O PRINTS: ROUTE 1, PERMITS: PRINTS: ROUTE 1, PERMITS: PRINTS: AERIAL FIBER CABLE, FOOTAGE: APPROX. 7000' CITY OF TUKWILA(AERIAL WAIVER) PUGET SOUND ENERGY(POLE ATTACHMENT) UNI ❑N PACIFIC RAILROAD BURLINGT ❑N NORTHERN SANTE FE RAILR ❑AD MCI BORE APPR❑X.1200' 24 THRU 26, NC4 — I%'� AERIAL FIBER CABLE, FOOTAGE: APPROX. 3800' CITY OF TUKWILA(AERIAL WAIVER) PUGET SOUND ENERGY(POLE ATTACHMENT) 6 THRU 8 UG FIBER CABLE, FOOTAGE: APPROX. 837' CITY OF TUKWILA 2 THRU 6 OROUTE 2, UG FIBER CABLE, FOOTAGE: APPROX. 3800' PERMITS: CITY OF TUKWILA 360 NETWORKS INNERDUCT 3400' APPROX. 800' BORE FROM ANDOVER PARK W. TO ANDOVER PARK E. BORE ACROSS 180TH APPROX. 80' PRINTS: ECLIPSE ENGINEERING : IN PROGRESS OROUTE 1 CONTINUES ,AERIALLY,TO 212TH, PROCEEDS EAST THE INTERSECTI ❑N OF LIND AVE AND SW 23RD ST IN RENTON ROUTE 2 CONTINUES AERIALLY, CROSS COUNTRY, TO PERMITS: CITY OF TUKWILACAERIAL WAIVER) ELECTRIC LIGH TWAVE 1301 120th Ave. N.E. Bellevue, WA 98005 Fax 425 -450 -9691 TITLE WEST TUKWILA CYBERCENTER ENOR: EC DESCRIPTION 6101 S 180TH ST Z 26 OS »Q P7 ANDOVER PARK WEST AND S. 180TH ST .APPR. BY: DATE: 12 -6 -00 SHEET: COVER SHEET • • 0 PROJIHCT S h;CIF CATI \S I. GENERAL 1. All materials and work in public rights of way shall be in conformance with the 2000 Standard Specifications for Road, Bridge and Municipal Public Works Construction except for cost, Standard Specifications for Municipal Construction as published by the Washington State Chapter of APWA, King County Road Standards, ELI Construction Procedures, the ELI Fiber Optics Manual, and Design and Construction Standards and Specifications for any of the local jurisdictions. If there is a conflict in standards, the most stringent shall apply. 2. The locations of utilities shown on the plans are approximate. All utility locations shall be verified prior to construction. The contractor, at his own expense, shall make excavations and borings ahead of the work, as necessary, to determine the exact locations of utilities and underground structures. It is understood that there will be interfering utilities and other underground pipes, drains or structures encountered that are not shown or areas shown incorrectly on the plans or that have not been previously discovered in the field. The contractor agrees this is a normal and usual occurrence in the construction of underground improvements. Furthermore, bidders understand and agree that work in some cases must be done in close proximity to said utilities and underground pipes, drains and structures not shown on the plans which may require a change in operations and may cause sloughing of the trench, additional traffic control, additional pavement and backfill costs and time. The contractor agrees that a reasonable number of these occurrences is usual and ordinary, and are reflected in the bid and plan of operation. The bidders agree to provide for these conflicts and agrees to provide for a reasonable amount of time for design changes and /or utility relocations due to said conflicts. Call the Utilities Underground Location Center at 1- 800 - 424 -5555. 3. Inspection -- The Contractor shall notify local jurisdictions for required inspection services. 4. Excess Water -- Shall water be encountered during construction, it shall be the Contractor's responsibility to dewater before construction continues. 5. No silt laden water is to be discharged from the site without passing through an erosion control system. 6. The Contractor shall schedule and control his work so as to comply with all applicable ordinances to prevent any hazards to public safety, health and welfare. 7. All streets shall be kept free of dirt and debris on a continuous basis. 8. An approved copy of these plans will be on the job site whenever construction is in progress. 9. The Contractor shall be solely and completely responsible for the conditions of the job site, including safety of all persons and property during the performance of the work. This requirement will apply continuously and not be limited to normal working hours. 10. Pedestrian and vehicular access to adjacent properties shall be maintained at all times except where prior written approval from the property owner has been obtained. 11. Barricade open depressions and holes occurring as part of this work, and post warning lights on adjacent properties with public access. Operate warning lights during hours from dusk to dawn each day and as otherwise required. 12. Protect structures, utilities, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout and other hazards created by operations under this section. II. TRAFFIC CONTROL 1. The Contractor is advised that all lane closures shall be kept to a minimum. Local jurisdictions will approve only those lane and roadway closures determined to be necessary for the Contractor to accomplish a specific task. No lane or roadway closures will be permitted without prior approvals. 2. The Contractor shall keep all traffic lanes and shoulders clear of equipment and materials during non - working hours. Equipment and materials shall not be stored on the streets. The Contractor's employees and agents shall not park private vehicles along the roadway or median. III. SITE PREPARATION 1. Sod and Lawn to be removed shall be cut to a neat vertical line 6" minimum beyond the trench line. Sod shall be either removed from the site, or carefully stockpiled for reuse. 2. Saw cut pavement to a neat vertical line 8" to 12" minimum beyond the trench line. Replace pavement with like material (i.e., asphalt with asphalt, concrete with concrete). 3. Except as noted herein, all material removed shall be taken from the site and disposed of by the contractor. IV. TRENCH EXCAVATION AND BACKFILL 1. All trench , excavation shall be in accordance with Section 7- 10.3(07) of the Standard Specifications. 2. Trench backfill - Where material excavated from trenches is unsuitable for backfill, the Contractor shall backfill with bank run gravel or may elect to use CDF in lieu of the compaction /proctor process. Stoneway mix 351 is acceptable in all locations. Quick setting mix 1004 is acceptable in non - traffic areas. Mix 1121 is to be used in traffic- bearing locations. 3. Compaction, when necessary, shall be performed in accordance with local requirements. V. UTILITY DUCT 1. Buried duct shall be a minimum of Schedule 80 PVC. 2. Thoroughly clean conduit before using or Playing. During construction and after the duct line is completed, plug ends of conduits to prevent water washing into conduit or manholes, take particular care to keep conduits clear of concrete, dirt and any other substance during the course of construction. 3. After duct placement has been completed, proof and clean debris from each duct, its entire length. Install pull rope and place watertight compression plugs at both ends. 4. Outside innerduct shall be 1" optic - guard non - metallic flexible, in color such as red or orange, with pull ropes & plugs. VI. CEMENT CONCRETE PAVEMENT 1. All concrete pavement removed or damaged by this work shall be replaced according to the requirements of Section 5 -05 of the Standard Specifications. VII. ASPHALT CONCRETE PAVEMENT 1. All asphalt concrete pavement removed or damaged by this work shall be replaced with Class B asphalt concrete according to the requirements of Section 5 -04 of the Standard Specifications. VIII. GRAVEL AREAS 1. All gravel areas damaged or removed by this work shall be replaced with crushed surfacing top course in accordance with the requirements of Section 9- 03.9(3) of the Standard Specifications. IX. SITE RESTORATION 1. All disturbed or damaged areas shall be restored to a condition equal to, or better than, that which existed prior to placement of the conduit and structures. 2. Vegetation removed for this work shall be replaced with in -kind plant material and shall be properly planted and watered in to ensure its survival. 3. Site restoration shall include replacing existing cabling and pull ropes in existing conduit as they existed prior to construction. X. WATER QUALITY 1. Construction activities occurring adjacent to storm drainage structures shall comply with the State of Washington's Water Quality Standards 2. The contractor shall limit the use of petroleum products on the site. XI. BORING 1. When boring roadways, install a 4" casing with 4 -1" innerducts with pull ropes and plugs. 2. Protect Existing Utilities -- coordinate with local jurisdictions to pothole as required to locate existing utilities. ELECTRIC LIGHTWAVE File Name:cover.dwg Sheet 21 of 21 Number: Date:1 / 16/01 Job Number: 10700701 • 0 • p • • • O REVISED HER CITY OF TUKWILA COMMENTS. 11/15/00 EE -RTD 1 1 0 0 S AN ARD ;TAILS ROUND ACCESS .. 30 "x10" FLANGE DOWN COVER l := i= y�j�.;s 30 "0 CLEAR OPENING .� 1 • t. 800 LBS. FINAL JOINT MUST BE ASPHALT CONCRETE SAWCUT. SEAL WIT REPLACEMENT PATCH APPROVED MATERIAL. TO BE 1 x 1/2 TIMES EXISTING THICKER THAN PREVIOUSLY EXISTING SURFACE MAGNETIC LOCATOR TAPE (ENTIRE TRENCH EXISTING SURFACE LENGTH) 4��' ;�� 4 5/8" DIA. ♦ LIFTING INSERTS m�'a .,•�:; ' ` '.' ,' �i �. `� ' ' ;'�`•'� �.':: URFACE RESTORATION f% 4 — "C" CHANNELS 24" LG. LIFT HOLE 1 1 /2" DIA. EACH SIDE PLACE 8' GROUND ROD W /CLAMP AND ATTACH 10' / / \/ \ ' •1f. 1, • \ \ � /�/ \ /� s r\ \ �� BACKFILL WITH CDF. ► BACKFILL COMPACTED TO 90', RELATIVE DENSITY BACKFILL WITH CDF. VAULT N0. 444 —LA 2,280 LBS. 2 1 /2 "0 GROUND ROD KNOCKOUTS 4 3/4" KNOCKOUTS 4 EACH SIDE \� C� �� 1 �� .,i F. , �' ��► �i- J t�� ' . \ �/ �� 12 -� /jam /� \ /\ /�� V , .. " • • . '. •• `� `fib OF COPPER ; #6 OPTIONAL PULLIN /� �/ WIRE. LEAVE 4" IRON1 EACH SIDE ♦ OUT OF BOTTOM OF VAULT. 4' _ O " .0.06' , 7/ UDDER RUNG GROOVES TRENCH PROPOSED CONDUIT o '' e- ow / "" s /' "E p 1 N0.38066 DETAIL D02 CONTRACTOR TO VERIFY SPECIFICATION WITH LOCAL JURISDICTION. DETAIL D04 • 12• CONTRACTOR TO VERIFY SPECIFICATION WITH LOCAL JURISDICTION. DETAIL D01 RISER 26D as. O PAVEMENT PATCH O TYPICAL TRENCH O 444LA MANHOLE ELECTRIC LIGHTWAVE File Name:cover.dwg Number: 20 of 21 Date:1 / 16/01 Job 10700701 0 1 • iy E • • • 0 1 0 PHOTO #9 — PROPOSED TRENCH PHOTO #10 — PROPOSED VAULT LOCATION 80 PVC gU1T. - ♦ s RE PIT `e„ { INSWl (1) 4441A -VNJtq N CONCRETE SIDEWALK PER DETNL ON SHEET 20. ' fy BORE UNDER ASPHALT STREET MD INSTALL (1 4'0 SCH.80 PVC CONDUIT. PHOTO #13 — PROPOSED VAULT LOCATION PHOTO #11 — PROPOSED VAULT LOCATION 1r y BORE UNDER ASPHALT STREET T- fiND =INSTALL'(1) 4'0 `SCH 80 PVC CONDUIT. /XYV/i/.�l PHOTO #14 — PROPOSED BORE PHOTO #12 — PROPOSED BORE SITE PHOTOGRAPHS DATE: 1/15/2001 ELECTRIC LIGHTWAVE File Name:cover.dwg Date:1 /16/01 Number: 19 of 21 N Number: 10700701 1 1 • • • • 1 BORE UNDER ASPHALT I Nth I AND INSTALL (1) 4.0 SCH 80 PVC CONDUIT. I I - oro 44.4,' INSTALL (1) ' 4441.A • VAULT PER' DETAIL:. - ,.•" ON SHEET ... PHOTO #1 — PROPOSED VAULT SAWCUT ASPHALT DRIVEWAY D I WTALL (1) 4.0 SCH 80 PVC MNDUIT. • /mart im cRiistissfER DETAIL ON NO . 1 20 fr. Ar.14 46.-#67°'* 41 40 SCH PHOTO #5 — PROPOSED SAWCUT -TRENCH 's GRASS PER DETAIL ON SHEET 20 AND q so Pyo, DUTT. INSTAL (4e. SCH 0 TRENCH IN LAN AREA PER DETAIL ON SH INSTALL (1) 40 SCH- 80 PVC CONDUIT. `TO PHOTO #7 PHOTO #6 — PROPOSED TRENCH PHOTO #3 — PROPOSED BORE PHOTO #7 — PROPOSED SAWCUT PHOTO #4 — PROPOSED VAULT PHOTO #8 — PROPOSED TRENCH SITE PHOTOGRAPHS DATE: 1/15/2001 ELECTRIC LIGHTWAVE File Name:cover.dwg Date:1/16/01 Sheet A Job Number: I 8 of 21 Number: 10700701 O 3 1 s s • op' • • • O 1 0 QWEST VAULT 360 NETWORKS VAULT 360 NETWORKS VAULT QWEST VAULT CITY OF TUKWILA VAULT rd CONCRETE CONCRETE SIDEWALK S 180th STREET 4� ELl VAULT PERMRTED BY OTHERS CONCRETE SIDEWALK LL 0 c0 MATCH SHEET CONSTRUCTION NOTES: Q PULL (1) FIBER CABLE THROUGH EMPTY 1''93 INNERDUCT IN 4 "0 CONDUIT SPECIFIED BY 360 NETWORKS. Q PULL (1) FIBER CABLE THROUGH 360 NETWORKS EXISTING VAULT. 0 PULL (1) FIBER CABLE THROUGH ELI PROPOSED 4 '.0 CONDUIT PERMITTED BY OTHERS. ® LEAVE 100' COIL OF FIBER IN PROPOSED ELI VAULT FOR SPLICE. S TE PLA\ Scale 1" = 20' THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. CALL THE UTILITIES UNDERGROUND LOCATION CENTER (1- 800 - 424 - 5555). COMMUNICATIONS NM WATER STORM ELECTRIC LIGHTWAVE File Name:wlkout.dwg Date:01 /03/01 Number: 17 of 21 N Number: 10700701 v 0 • 0 CONCRETE 0 —ROW — — ffl SHEET 17 OF 2 SHEET 15 OF 2 CONCRETE SIDEWALK aaa °°° El 4- S 180th STREET c_ • lip • • • 0 • --* CONSTRUCTION NOTES: _ COMMUNICATIONS WATER 0 PULL (1) FIBER CABLE 1 "0 INNERDUCT IN 4 SPECIFIED BY 360 S THROUGH "0 CONDUIT NETWORKS. 1 EMPTY STORM PLAN THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. CALL THE UTILITIES UNDERGROUND LOCATION CENTER (1- 800 - 424 - 5555). » > Scale 1 = 20 ELECTRIC LIGHTWAVE File Name:wlkout.dwg Dote:01 /03/01 Number: 16 Of 21 N Number: 10700701 0 (1 r r) i '� 0 0 © ,, / 1111 - —ROW y CONCRETE SIDEWALK 0 Q O ;lam %% % S 180th STREET 40 (1p BORE PIT 4, ' TCH SHEET 14 OF 21- v, o -1 • O 60" STORM ^ 0 s \ gaaa 005 \` Q 2s l WIMP+. • • lip . • O 1 O ROW - - - - -- -- --- - - - - -- -- -- - -��— _ ROW - �� - � GAS i6 — — - - - -- - -- - GAS 4" 12" STORM / .. \ IDOSTWO_COMMON VAULT- CONSTRUCTION NOTES: BORE UNDER ASPHALT STREET AND O REMOVE AND REPLACE CONCRETE INSTALL (1) 4"0 SCH 80 PVC CONDUIT. SIDEWALK PANEL AND INSTALL (1) 444LA PULL (4) 1"0 INNERDUCTS AND (1) #14 VAULT IN CONCRETE SIDEWALK PER DETAIL GROUND WIRE (LOCATE WIRE) PULLED ON SHEET 20. OUTSIDE INNERDUCTS. PULL 1 FIBER PULL (1) FIBER CABLE THROUGH EMPTY (1) O CABLE THROUGH ONE OF THE 1 "0 INNERDUCT IN 4"0 CONDUIT INNERDUCTS. SPECIFIED BY 360 NETWORKS. S 180TH STREET o = COMMUNICATIONS WATER STORM GAS SEWER PROPOSED EXCAVATION PROPOSED FROM PROPOSED 444LA VAULT 00 ` kr ;; oN BORE DEPTH s' SOUTH TO NXISTINT COMMON VAULT Z 0 O SAWCUT ASPHALT STREET AND TRENCH ` PER DETAIL ON SHEET 20. INSTALL (1) • 4"0 SCH 40 PVC CONDUIT AND PULL (4) 1"0 INNERDUCTS AND (1) #14 GROUND WIRE (LOCATE WIRE) PULLED OUTSIDE INNERDUCTS. PULL (1) FIBER CABLE THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. CALL THE UTILITIES UNDERGROUND LOCATION CENTER (1- 800 - 424 - 5555). THROUGH ONE OF THE S INNERDUCTS. I T I P �A \ SYMBOL CORRESPONDS ELECTRIC LIGHTWAVE „ Scale = 20' TO PHOTO LOCATIONS AND ORIENTATION, SEE SHEET 19 FOR SITE File Name:wlkout.dwg Date:01 /03/01 PHOTOGRAPHS. Number. 15 of 21 Job Number. 10700701 POW 1 r • / / Q tz > L 0 Z y Q o I w I u ai : ~ 3 \ \ . TELEPHONE \ PEDESTAL © SIGNAL SIGNAL VAULT VAULT L VAULT SIGNAL VAULT II Al ROW 1682 CONCRETE SIDEWALK k AATC'LJ CLJCCT -L rvvvcr% 1 I nn onwCe _ I__ - O 1 I I ,: • o N - WATER � — _ �� - -- 236' 0 S 180th STREET ' IVIl11l,1I JI ILLI . /Hi °" • • • • O 1 1 60" STORM - w w w C� 0 0 I__ ANDOVER PARK WEST COMMUNICATIONS CONSTRUCTION NOTES: WATER BORE N N ._ a) C> Q �q �� _1 11 0 UNDER ASPHALT STREET AND INSTALL (1) SEWER 4 "0 SCH 80 PVC CONDUIT. PULL (4) 1"0 STORM INNERDUCTS AND (1) #14 GROUND WIRE (LOCATE PROPOSED EXCAVATION WIRE) PULLED OUTSIDE INNERDUCTS. PULL (1) FIBER CABLE THROUGH ONE OF THE INNERDUCTS. O PULL (1) FIBER CABLE THROUGH EMPTY 1"0 "0 PROPOSED BORE DEPTH 14' INNERDUCT IN 4 CONDUIT SPECIFIED BY 360 BORE PROFILE UNDER ANDOVER PARK WEST NETWORKS. SITS PEA\ THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. CALL THE UTILITIES UNDERGROUND LOCATION CENTER (1- 800 - 424 - 5555). „ , Scale = 2 0 ELECTRIC LIGHTWAVE File Name:wlkout.dwq Date:01 /03/01 Number: 14 Of 21 N tuber: 10700701 O 1 1 • 2 s s s • • • • O 1 0 MATCH, SHEET 12 OF 21 0 MATCH SHEET CITY OF TUKWILAI ROW CONCRETE SIDEWALK UNION PACIFIC SIGNAL VAULT WATER OPTIONAL BORE PIT — IF- WEEDER - - - - RAILROAD 60" STORM CITY PO RAILROAD SIGNAL SIG AL -< iVAU TELEPHONE PEDESTAL i i / OPTIONAL RE PIT /' IF NEEDED i UNION PACIFIC RAILROAD CONSTRUCTION NOTES: 0 BORE UNDER ASPHALT STREET AND INSTALL (1) 4 "0 SCH 80 PVC CONDUIT. PULL (4) 1 "0 INNERDUCTS AND (1) #14 GROUND WIRE (LOCATE WIRE) PULLED OUTSIDE INNERDUCTS. PULL (1) FIBER CABLE THROUGH ONE OF THE INNERDUCTS. Q PULL (1) FIBER CABLE THROUGH EMPTY 1 "0 INNERDUCT IN 4 "0 CONDUIT SPECIFIED BY 360 NETWORKS. 0 BORE UNDER RAILROAD TRACKS AND INSTALL (1) 4"0 SCH 80 PVC CONDUIT. PULL (4) 1 "0 INNERDUCTS AND (1) #14 GROUND WIRE (LOCATE WIRE) PULLED OUTSIDE INNERDUCTS. PULL (1) FIBER CABLE THROUGH ONE OF THE INNERDUCTS. SITE PLA\ Scale 1" = 20' THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS. SHALL BE VERIFIED PRIOR TO CONSTRUCTION. CALL THE UTILITIES UNDERGROUND LOCATION CENTER (1- 800 - 424 - 5555). COMMUNICATIONS NM WATER STORM MN POWER PROPOSED EXCAVATION ELECTRIC LIGHTWAVE File Name:wlkout.dw9 Dote:01/03/01 Number: 13 Of 21 N mber: 10700701 O E 1 1 s s • s0 • • • O 1 0 MATCH SHEET 11 OF 21 CITY OF TUKWILAI SIGNAL VAULT WATER METER WATER METER WATER METER SIGNAL VAULT CITY POLE —.. SIGNAL VAULT SIGNAL VAULT / / / // / / / / / / / / /' / / / / \ / / 1. / 441' 4". /// // // C'D // ,■ ° / / / / / 'fi / /// / / 1\� / /' / / CD / / / / O / / / / / / / / / / / / GREE RIVER MATCH SHEET 13 OF 21 CONSTRUCTION NOTES: Q PULL (1) FIBER CABLE THROUGH EMPTY 1"0 INNERDUCT IN 4 "0 CONDUIT SPECIFIED BY 360 NETWORKS. O DIRECTIONAL BORE UNDER ASPHALT STREET AND INSTALL (1) 4 "0 SCH 80 PVC CONDUIT. PULL (4) 1"O INNERDUCTS AND (1) #14 GROUND WIRE (LOCATE WIRE) PULLED OUTSIDE INNERDUCTS. PULL (1) FIBER CABLE THROUGH ONE OF THE INNERDUCTS. S TV LA\ Scale 1" = 20' THE LOCATIONS OF ,UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. CALL THE UTILITIES UNDERGROUND LOCATION CENTER (1- 800 - 424- 5555). MN COMMUNICATIONS 1M WATER STORM NM POWER PROPOSED EXCAVATION ELECTRIC LIGHTWAVE File Name:wlkout.dwg um N 12 of 21 Number: Date:01 /03/01 Number. 10700701 O e • Cf 0 0 s • b • • O s 0 CITY OF TUKWILA' CITY OF TUKWILA VAULT BUS STO PFk �VAU Lj Li_ SIGNAL VAULT WATER _ORE PIT/ O O MATCH SHEET CONSTRUCTION NOTES: 0 PULL (1) FIBER CABLE THROUGH EMPTY 1"0 INNERDUCT IN 4 "0 CONDUIT SPECIFIED BY 360 NETWORKS. O REMOVE CONCRETE SIDEWALK PANEL AND TRENCH PER DETAIL ON SHEET 20. INSTALL (1) 4 "0 SCH 40 PVC CONDUIT BETWEEN 360 NETWORKS VAULT TO PROPOSED 444LA ELI VAULT. RESTORE CONCRETE SIDEWALK PER DETAIL ON SHEET 20. SITE PLA\ Scale 1" = 20' MATCH SHEET 12 OF 21 0 INSTALL (1) 444LA VAULT IN CONCRETE SIDEWALK PER DETAIL ON SHEET 20. SAWCUT ASPHALT STREET AND TRENCH PER DETAIL ON SHEET 20. INSTALL (1) 4 "0 SCH 80 PVC CONDUIT AND PULL (4) 1 "0 INNERDUCTS AND (1) #14 GROUND WIRE (LOCATE WIRE) PULLED OUTSIDE INNERDUCTS. PULL (1) FIBER CABLE THROUGH ONE OF THE INNERDUCTS. O DIRECTIONAL BORE UNDER ASPHALT STREET AND INSTALL (1) 4 "0 SCH 80 PVC CONDUIT. PULL (4) 1 "0 INNERDUCTS AND (1) #14 GROUND WIRE (LOCATE WIRE) PULLED OUTSIDE INNERDUCTS. PULL (1) FIBER CABLE THROUGH ONE OF THE INNERDUCTS. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. CALL THE UTILITIES UNDERGROUND LOCATION CENTER (1- 800 - 424 - 5555). SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION, SEE SHEET 19 FOR SITE PHOTOGRAPHS. COMMUNICATIONS MI WATER STORM POWER PROPOSED EXCAVATION ELECTRIC LIGHTWAVE File Name:wlkout.dwg Date:01 /03/01 Number: 11 Of 21 N tuber: 10700701 • • • • O 1 0 L MATCH SHEET / /ANDOVER PARK E / 1 GREEN RIVER \ 8) \ T \ \ \ \' N \ N \ N. N N. . \ N. . \ \ \ CITY OF TUKWILA MATCH SHEET 9 OF CONSTRUCTION NOTES: Q PULL (1) FIBER CABLE THROUGH EMPTY 1"0 INNERDUCT IN 4"0 CONDUIT SPECIFIED BY 360 NETWORKS. SITE PLA\ Scale 1" = 50' THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. CALL THE UTILITIES UNDERGROUND LOCATION CENTER (1- 800 - 424- 5555). COMMUNICATIONS OM WATER PROPOSED EXCAVATION ELECTRIC LIGHTWAVE File Name:wlkout.dwg Date:01 /03/01 Number: 'I0 of 21 N tuber: 10700701 O t§ t a • b • • • O 0 0 MATCH SHEET °A_z) SPERRY DRIVE CITY OF TUKWILA! f- S 180TH ST -e z rn GREEN RIVER WEST VALLEY HIGHWAY MATCH SHEET 8 OF CONSTRUCTION NOTES: O BORE UNDER ASPHALT STREET AND INSTALL (1) 4'0 SCH 80 PVC CONDUIT. PULL (4) 1 "0 INNERDUCTS AND (1) #14 GROUND WIRE (LOCATE WIRE) PULLED OUTSIDE INNERDUCTS. PULL (1) FIBER CABLE THROUGH ONE OF THE INNERDUCTS. SITE PLA\ Scale 1" = 50' THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. CALL THE UTILITIES UNDERGROUND LOCATION CENTER (1- 800 - 424 - 5555). COMMUNICATIONS MN WATER PROPOSED EXCAVATION ELECTRIC LIGHTWAVE File Name:wlkout.dwg Date:01 /03/01 Job Number: 9 of 21 um 10700701 • SO • • • O 1 0 CITY OF TUKWILAI EXISTING FFL-VAULT -ROW , 98' ,/ 0 I I MATCH SHEET 7 OF 21 WATER WATER GB CB WEST VALLEY HIGHWAY COMMUNICATIONS SW 43RD ST w w Xn t!) 0 0 CONSTRUCTION NOTES: Q TRENCH 2' BACK OF SIDEWALK PER DETAIL ON SHEET 20. INSTALL (1) 4"0 SCH 80 PVC CONDUIT. PULL (4) 1"0 INNERDUCTS AND (1) #14 GROUND WIRE (LOCATE WIRE) PULLED OUTSIDE INNERDUCT. PULL (1) FIBER CABLE THROUGH ONE OF THE INNERDUCTS. O INSTALL (1) 444LA VAULT 1' BACK OF SIDEWALK PER DETAIL ON SHEET 20. PULL FIBER CABLE THROUGH AND LEAVE 60' STORAGE COIL. Q 4 1/2"0 CORE DRILL THROUGH PFL CONCRETE VAULT AND GROUT AROUND 4.'0 CONDUIT. ® PULL (1) FIBER CABLE THROUGH (1) EMPTY INNERDUCT IN 4"O CONDUIT SPECIFIED BY 360 NETWORKS. MATCH SHEET 9 OF 21 SITE PLA\ Scale 1" = 20' THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. CALL THE UTILITIES UNDERGROUND LOCATION CENTER (1- 800 - 424 - 5555). SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION, SEE SHEET 19 FOR SITE PHOTOGRAPHS. POWER GAS COMMUNICATIONS WATER SEWER STORM PROPOSED EXCAVATION ELECTRIC LIGHTWAVE File Name:wlkout.dwg Date:01 /03/01 Number: 8 of 21 Number: 10700701 O E 1 s s • b • • • O 1 0 MATCH SHEET 8 OF PARKING LOT H SIDEWALK NOTE: HAND DIG AROUND EXISTING UTILITIES WHEN NEEDED. 6 32 .- I I ice O ROW -- DRN_WAY WATER POWER POWER CITY OF TUKWILAI PARKING LOT CB SIDEWALK 4 DRIVEWAY POWER POWER - ---------------------------------- � - -------- - - - - -- WATER---------- - - - - SW 43RD ST i SEWER GAS % (// %j — OAS- - - - - -- CONSTRUCTION NOTES: SAWCUT ASPHALT DRIVEWAY AND TRENCH PER DETAIL ON SHEET 20. INSTALL (1) 4"(6 SCH 80 PVC CONDUIT. REPLACE ASPHALT PAVEMENT PER DETAIL ON SHEET 20. PULL (4) 1"0 INNERDUCTS AND (1) #14 GROUND WIRE (LOCATE WIRE) PULLED OUTSIDE INNERDUCTS. PULL (1) FIBER CABLE THROUGH ONE OF THE INNERDUCTS. Q TRENCH 2' BACK OF SIDEWALK PER DETAIL ON SHEET 20. INSTALL (1) 4 "0 SCH 80 PVC CONDUIT. PULL (4) 1''95 INNERDUCTS AND (1) #14 GROUND WIRE (LOCATE WIRE) PULLED OUTSIDE INNERDUCTS. PULL (1) FIBER CABLE THROUGH ONE OF THE INNERDUCTS. SITE HLA\ Scale 1" = 20' THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. CALL THE UTILITIES UNDERGROUND LOCATION CENTER (1- 800 - 424 - 5555). SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION, SEE SHEET 18 FOR SITE PHOTOGRAPHS. MATCH . SHEET 6 OF POWER GAS COMMUNICATIONS NM WATER IIIIII SEWER STORM PROPOSED EXCAVATION ELECTRIC LIGHTWAVE File Name:wlkout.dwg Date:01 /03/01 Sht Number. 7 of 21 Number: 10700701 O r 1 1 tl s • eo • • • O 1 0 POWER VAULT 1 1 RE f PR 0' CB 1 50' l trey W Z COM STA: 8+ SW w w V) l► ROSSWALK POWER SL co 0 cc 0 w 1 1 1 1 1 CB TRAFFC SENSORS 8' J 1 ' 1 1 POWER ROW CITY OF KENT I TRAFFIC SENSORS 30' WATER 0 00 18" TTORM 10" SEWER C8 30' 72ND AVE S ROW MATCH SHEET 5 OF CONSTRUCTION NOTES: 0 BORE UNDER ASPHALT STREET AND INSTALL (1) 4.'0 SCH 80 PVC CONDUIT. PULL (4) 1 "0 INNERDUCTS AND (1) #14 GROUND WIRE (LOCATE WIRE) PULLED OUTSIDE INNERDUCTS. PULL (1) FIBER CABLE THROUGH ONE OF THE INNERDUCTS. O INSTALL (1) 444LA VAULT IN CONCRETE SIDEWALK PER DETAIL ON SHEET 20 AND PULL (1) FIBER CABLE THROUGH. LEAVE 60' FIBER STORAGE LOOP. O TRENCH 2' BACK OF SIDEWALK PER DETAIL ON SHEET 20 AND INSTALL (1) 4 "0 SCH 80 PVC CONDUIT. PULL (4) 1"0 INNERDUCTS AND (1) #14 GROUND WIRE (LOCATE WIRE) PULLED OUTSIDE INNERDUCTS. PULL (1) FIBER CABLE THROUGH ONE OF THE INNERDUCTS. MATCH SHEET 7 OF 21 SITS PLA\ Scale = 20' THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. CALL THE UTILITIES UNDERGROUND LOCATION CENTER (1- 800 - 424 - 5555). SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION, SEE SHEET 18 FOR SITE PHOTOGRAPHS. POWER GAS COMMUNICATIONS WATER MN SEWER STORM PROPOSED EXCAVATION ELECTRIC LIGHTWAVE File Name:wlkout.dwg Date:01 /03/01 Sht Number. 6 of 21 Number. 10700701 • O 1 0 _of. • �11C8 ROW TRAFFIC SENSORS O— — — — — — — — — — — — — — — — — — — — — 0 (0 a I-- +— W _ W _ — — �— +— 10" SEWER 0 2 N 1 = U U---- - - - - -- I-- ' 72ND AVE S L CITY OF KENT I 893' 30' 1 / / /// o © oo + o + a li 18" STORM 10" WATER — — — — — — — — — — — — — — — — — — — — — — Er/ CB MCB ROW CONSTRUCTION NOTES: O BORE UNDER ASPHALT STREET AND INSTALL (1) 4 "0 SCH 80 PVC CONDUIT. PULL (4) 1 "0 INNERDUCTS AND (1) #14 GROUND WIRE (LOCATE WIRE) PULLED OUTSIDE INNERDUCTS. PULL (1) FIBER CABLE THROUGH ONE OF THE INNERDUCTS. O STATION 4+25 OPTIONAL BORE /RECEIVE PIT LOCATION IF NEEDED. REMOVE ASPHALT PAVEMENT PER SPECIFICATIONS AND DETAILS ON SHEETS 20 AND 21 AND REPLACE. SITE PLA\ Scale 1" = 20' THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. CALL THE UTILITIES UNDERGROUND LOCATION CENTER (1- 800 - 424 - 5555). POWER GAS ® COMMUNICATIONS IIII WATER MI SEWER STORM PROPOSED EXCAVATION ELECTRIC LIGHTWAVE File Name:wlkout.dwq Sheet �f Number:') of 21 Date:01 /03/01 Job Number: 10700701 G � 1 • • • • J \ ' ^ - 30' bTh crc SL ROW CBW o� 0 _________________~______��R____� ~--------------�� u) � — --- --- �-- � 1' � � �_ � „, ' [ STORM �__ c W 2 10” SEWER 0 + ------------------------------------------------------------ ------------------ - a JO ' m CITY OF KENT 72ND AVE S ROW MATCH SHEET 3 OF CONSTRUCTION N/�T��' ��/v.�/ /��/ /��/v NOTES: /�`BORE UNDER ASPHALT STREET AND INSTALL (1) u/ 4^0 SCH 80 PVC CONDUIT. PULL (4) 1^0 INNERDUCTS AND (1) #14 GROUND WIRE (LOCATE VY PULLED OUTSIDE INNERDUCTS. PULL (1) FIBER CABLE THROUGH ONE OF THE INNERDUCTS. SITI- --)LA\ Scale 1 '` '}[l' u��/� 1" = ��u THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. CALL THE UTILITIES UNDERGROUND LOCATION CENTER (1-800-424-5555). SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND OR|ENTAT|ON, SEE SHEET 18 FOR SITE PHOTOGRAPHS. Ell POWER GAS COMMUNICATIONS MI WATER IIIII SEWER STORM PROPOSED EXCAVATION ELECTRIC LIGHTWAVE File Name:wlkout.dwq Sheet Number:4 of 21 Dot :O1/0J/O1 Job Number: 10700701 0 1 1 • tl 2 s s • • • 0 1 MATCH SHEET 4 OF 21 ROW S 182ND ST 18" STORM 0 li CB 72ND AVE S STA 0 +21 wl w w� o 30' 8" GAS 8" SEWER 10' GAS WATER F2' 8' f ROW CITY OF KENT I 21' cc Lu w a N 3 36" STORM ROW 30' PROPOSED 4'0 CONDOR, PERMRTED BY OTHERS. ROW CONSTRUCTION NOTES: Q INSTALL (1) 444LA VAULT IN ASPHALT STREET PER DETAIL ON SHEET 20. RESTORE ASPHALT STREET PER DETAIL ON SHEET 20. PULL (1) FIBER CABLE THROUGH VAULT. LEAVE 60' STORAGE O BORE UNDER ASPHALT STREET AND INSTALL (1) 4"0 SCH 80 PVC CONDUIT. PULL (4) 1"0 INNERDUCTS AND (1) #14 GROUND WIRE (LOCATE WIRE) PULLED OUTSIDE INNERDUCTS. PULL (1) FIBER CABLE THROUGH ONE OF THE INNERDUCTS. SITF PLA\ Scale 1" = 20' THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. CALL THE UTILITIES UNDERGROUND LOCATION CENTER (1- 800 - 424 - 5555). SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION, SEE SHEET 18 FOR SITE PHOTOGRAPHS. POWER GAS COMMUNICATIONS WATER SEWER STORM PROPOSED EXCAVATION ELECTRIC LIGHTWAVE File Name:wlkout.dwg Sheet �f Number: ft of 21 Date:01/03/01 Job Number: 10700701 0 E 1 IS tl • 0 • 0 1 0 SHEET 17 SHEET 16 SHEET 15 S 180th STREET W D: 0 0 SHEET 14 a SHEET 11 SHEET 10 J \ QWEST BUILDING KEY MAP SHEET 13 SHEET 12 eer GREEN RIVER OT SHEET 9 SHEET 8 S 180th STREET • SHEET 7 SW 43rd STREET SHEET 6 SHEET5 SHEET4 l S 182ND STREET ( SHEET 3 ELECTRIC LIGHTWAVE File Nome:cover.dwg Sheet �f Number: A of 21 Date:1 /16/01 Number: 10700701 QWEST Northeast Connection PROJECT LOCATION ELECTRIC LIGHTWA VE CONTACT LIST ELECTRIC LIGHTWAVE Eric Clayton Outside Plant Engineer 1301 120th Avenue NE Bellevue, Washington 98005 206.812.3349 ECLIPSE ENGINEERING Ron Desmet 375 Corporate Drive South Suite 201 Seattle, Washington 98188 206.394.8500 206.571.2230 (Mobile) Project Location: NW 1/4 Section 36, T23N, R4E Thomas Guide: 685 G1 —J1 SITE SHEET INDEX 1 2 3 -17 18 -19 20 21 — COVER SHEET /PROJECT LOCATION — KEY MAP — SITE PLAN — SITE PHOTOGRAPHS — STANDARD DETAILS - SPECIFICATIONS eclipse eng eering ELECTRIC LIGHTWAVE File Name:cover.dwg Sheet Number: 1 Of 27 Dote:1 / 16/01 Job 10700701