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HomeMy WebLinkAboutPermit L02-003 - AT&T BROADBAND NORTHWEST DIVISION - SHORELINE SUBSTANTIAL DEVELOPMENTL02 003 AT &T PROJECT 42 AVE S, 58 AV S SHORELINE July 10, 2002 Shauna Wals Eclipse Engineering 375 Corporate Drive S. Seattle, WA 98188 Dear Ms. Wals: STATE OF WASHINGTON DEPARTMENT OF ECOLOGY P.O. Box 47600 • Olympia, Washington 98504 -7600 (360) 407 -6000 • TDD Only (Hearing Impaired) (360) 407 -6006 Re: City of Tukwila SDP Permit # L02 -003 AT &T BROADBAND via Shauna Wals/Eclipse Engineering - Applicant SHORELINE MANAGEMENT Shoreline Substantial Development Permit # 2002 -NW- 50046 -1 The subject Shoreline Management Substantial Development Permit, for future installation of underground conduit and fiber optic cable with associated equipment vaults primarily in the right -of -way of /under Interurban Avenue S. in the vicinity of the 42n Avenue S. bridge, 56` Avenue S., and the private access road to Tukwila Commerce Park, has been filed with this office by the City of Tukwila on June 26, 2002. The development authorized by the subject permit may NOT begin until the end of the 21 -day appeal period, July 17, 2002. The Shorelines Hearings Board will notify you by letter if this permit is appealed. Other federal, state, and local permits may be required in addition to the subject permit. If this permit is NOT appealed, this letter constitutes the Department of Ecology's final notification of action on this permit. Sincerely, sc,; Sandra Lange, Shoreline Planner Shorelands and Environmental Assistance Program SDP.DOC ; 1:3. t,14V 44 a W xxt_zr : cc: Art Peterson, City of Tukwila z z • 6 .J 00 W o: w =' J CD w u- Q co . = a F.-w I- 0; Z LU 0 0 52 ' a I-- w I U • 0 lii o z 0 z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 SHORELINE MANAGEMENT ACT OF 1971 PERMIT FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT File Number: L02 -003 Applied: 02/07/2002 Approved: 06/24/2002 Expiration: 06/24/2004 A permit is hereby granted to: SHAUNA WALS C/O ECLIPSE ENG. INSTALLATION OF A 4" UNDERGROUND CONDUIT AND FIBER OPTIC CABLE WITH ASSOCIATED ACCESS VAULTS. THE MAJORITY OF THE PROJECT IS ON PUBLIC ROW ( INTERURBAN AV S) AND A PORTION IS ON PRIVATE PROPERTY (TUKWILA COMMERCE PARK). THE SECTION OF PROJECT ALONG INTERURBAN TO THE WEST OF THE 42ND AVENUE S BRIDGE IS REGULATED BY THE KING COUNTY SHORELINE MASTER PROGRAM AS ADMINISTERED BY THE CITY OF TUKWILA. THE REMAINDER IS SUBJECT TO THE TUKWILA SMP. to: Upon the following property: Address: Parcel Number: Section /Township /Range: INTERURBAN FROM MACADAM TO 56 AV S The following master program provisions are applicable to this development: KING COUNTY AND CITY OF TUKWILA SHORELINE MASTER PROGRAMS Development under this permit shall comply with the following conditions. Cond: CON0015406 NONE. This permit is granted pursuant to the Shoreline Management Act of 1971 and nothing in this permit shall excuse the applicant from compliance with any other Federal, State or local statutes, ordinances or regulations applicable to this project, but not inconsistent with the Shoreline Management Act (Chapter 90.58 RCW). This permit may be rescinded pursuant to RCW 90.58.140(8) in the event the permittee fails to comply with the project as approved and any conditions thereof. CONSTRUCTION PURSUANT TO THIS PERMIT MAY NOT BEGIN AND IS NOT AUTHORIZED UNTIL TWENTY -ONE (21) DAYS FROM THE DATE OF FILING WITH THE DEPARTMENT OF ECOLOGY (D.O.E.) AS DEFINED IN RCW 90.58.140(6) .AND WAC 173 -14 -090, OR UNTIL ALL REVIEW PROCEEDINGS INITIATED WITHIN TWENTY -ONE (21) DAYS FROM THE DATE OF SUCH FILING HAVE TERMINATED; EXCEPT AS PROVIDED IN RCW 90.58.140(5) (a) (b) (c). doc: Shore1971 L02 -003 Printed: 06 -18 -2002 z =z QQ JU 00 W O , U) J = H � LL w ? . co d = W t— _ Z � I— 0 Z 1- w 2 U O - < 0 H W _ U t 0 L —O w Z = O H- z Date: doc: Shore1971 2 "1 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Construction or substantial progress toward construction must begin within two (2) years from the effective date of the permit (the date the permit is filed with D.O.E.), per RCW 90.58,143(4). L02 -003 jl�UlS:l�iStJ':i Steve Lancaster, Director of Department of Community Development Printed: 06 -18 -2002 r z . 6 D. 0 O' W J F: fn LL W O, g • QF. = • W Z F- O, • Z F—: 2 • p N 'W Wr O. ..Z' U O z Applicant Information: Name: AT & T Broadband Address: 22025 30 Avenue SE Bothell, WA 98021 Phone: 206. 295.1181 Shoreline Management Act Permit Data Sheet and Transmittal Letter From: City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Seattle, WA 98188 To: Ms. Marsha Geidel, Environmental Planner Department of Ecology Shoreland & Environmental Assistance Program P.O. Box 47600 Olympia, WA 98504 -7600 Date of Transmittal: June 20, 2002 Date of Receipt: Type of Permit: Substantial Development Local Government Decision: Approval Is the applicant the property owner? No Applicant's Representative: Name: Shauna Wals, Eclipse Eng. Address: 375 Corporate Drive S. Seattle, WA 98188 Phone: 206.394.8500 Location of the property: Primarily in the ROW of Interurban Avenue S in the vicinity of 42 " Avenue S and 56 Avenue S and along the private access road to the Tukwila Corporate Park, a private commercial development. Water Body Name: Green / Duwamish River Shoreline of Statewide Significance: Yes Environment Designation: Urban Description of Project: Installation of 4" underground conduit and fiber optic and associated access vaults. Notice of Application Date: March 12, 2002 Final Decision Date: June 19, 2002 By: Art Pederson, Associate Planner, City of Tukwila Phone Number: (206) 431 -3670 • .:r'✓:�maw.nw+n� uN:�M'SJLf S'.ItidSi�.d1iSYA.1tV' PII -n' .. _- � +W.�+.+.n.w.�•.rw.. Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION /, L,,c- .HEREBY DECLARE THAT: Notice of Public Hearing x Determination of Non - Significance Person requesting mailing: ART Notice of Public Meeting . Mitigated Determination of Non - Significance Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 b( Other ! c 0,t c -rnr&, perg-Mr Noric,>✓ 6P .DE i i'x1 Was mailed to each of the addresses listed on this 2W day of ( )WS in the year 20 C. P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM ,5::ai LtFwx'ti!iL'a✓ .' u..� `wy: '. We .J: ' e i4sN.t+'.t3:. -.' . Project Name: Project Number: Mailer's Signature: 444t , Person requesting mailing: ART Was mailed to each of the addresses listed on this 2W day of ( )WS in the year 20 C. P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM ,5::ai LtFwx'ti!iL'a✓ .' u..� `wy: '. We .J: ' e i4sN.t+'.t3:. -.' . May 8, 2002 City of Tukwila Shauna Wals Permit Manager Eclipse Engineering 375 Corporate Drive South, Suite 201 Seattle, WA 98188 Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Request for additional information for Shoreline Substantial Development Permit L02 -003, SEPA E02 -004 Dear Shauna: I have completed my initial review of the proposal to install underground conduit and fiber optic cable (ATT Project # 308820 -007) within the shoreland areas of the Green / Duwamish River. This letter is to inform you of a need for a correction to the proposed plans in order to be consistent with the regulations of the City of Tukwila Shoreline Master Program. Phase II of the project, as shown on sheets T2 through T7, proposes to install the conduit and two (2) vaults within the River Environment. The River Environment is the area within a 40 -foot setback from the Ordinary High Water Mark (OHWM) of the river. TMC 18.44.130, Specific Shoreline Regulations -River Environment, lists allowed uses within this setback. Utilities are not one of the listed uses. Utilities are, however, an allowed use in the Low Impact Environment. This is the area between 40 and 100 feet from the OHWM. Sheets T2 through T7 show a second conduit/cable "line" within this vironment. Initial review of this "line" indicates that it is consistent with the shoreline regulations. Placement of the "line" currently proposed for the River Environment into the Low Impact Environment would meet the minimum requirements of the shoreline regulations. In our phone conversation today, you mentioned that there may be some uncertainty as to the accuracy of the setbacks of the various shoreline environments shown on submitted sheets. Please review these drawings to assure their accuracy. Additionally, please accurately dimension the "35' Setback" line shown to the west of Southgate Creek on Sheet T2. As Ms. Dhaliwal's 2/26/02 letter indicated, Southgate Creek is a Type 2 watercourse that requires a 35 -foot setback for any uses. Sections of the setback line drawn on sheet T2 are less than 35 feet from the creek 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z z re u-1 6 0 0 0 CO W W I U w w u.a N 3 = I- w z � I- O Z E— w ill U � O — o I- wW .. z w U= I--- • 1— z bank as shown. Please dimension the closest point the proposed conduit will be to the creek as well as correctly dimension the shown setback line. This request for additional information hereby stops the legally mandated 128 "clock" for substantive review of this application. Upon receipt of your response to this request you will be notified whether or not the issues above are adequately addressed or further information is required. If you have any questions, please feel free to call me at 431 -3670, Monday, Tuesday and before noon on Wednesdays. Sincerely, Art PCderson Associate Planner 7 2 • z Wi w ; J U CO J F- U) LL wO g Q; 1 C5' Z t.. t- 0. Z I-: uj U �. ( 14 w W' 0 — O: z: w co 0 z clipse • ngineering 375 Corporate Drive South, Suite 201 W Seattle, Washington 98188 Phone: 206 - 394 -8500 March 27, 2002 City of Tukwila Carol Lumb 6300 Southcenter Boulevard, Suite100 Tukwila, Washington 98188 RECEIVED MAID 2 / 2002 DE RE: AT &T Project # 308820 -0007 Phase I and Phase H E02 -004 and L02 -003 Dear Carol, The purpose of this letter is to address the items requested in your February 26th letter regarding this proposal. I hope that the following responses provide the clarity you requested. , 3/11/02 (6) copies each of the City of Tukwila Shoreline Regulations: (TMC � the (K 18.44.130,14,150) River, Low Impact, High Impact environments. Also (6) copies each of CC 25.16.160 Regulations for the portion subject to King County for Utilities Urban Environment. f`� 4. 3/14/02 (8) full plan sets were submitted with the revisions for the shoreline setbacks from 1);11.- r y r the river of 40', 60', 100' with cross sections of Low and High Impact Environments. Also the revised plans should indicate the setbacks of 35' for the Type 2 Watercourse buffer. 3/26/02 (8) full plan sets for Phase I portion submitted indicating all existing utilities per street improvement plans from the City of Tukwila. 6. 3/14/02 Notice of Land Use signs were installed at the approved locations per permit # (MIO2 -030) The Affidavit of installation was sent to the attention of Carol Lumb or Minnie Dahliwahl on 3/16/02. Nil. 3/11/02 A complete set of mailing labels was submitted. 2. 3/11/02 (6) Revised copies of the SEPA review checklist with a new proposal description for the entire scope of the project. Feel free to call me if you have any further questions. Thank you, /1.A 1`� Shauna Wals Permit Manager Eclipse Engineering February 26, 2002 Dear Ms. Wals: City of Tukwila Department of Community Development Steve Lancaster, Director Shauna Wals Eclipse Engineering 375 Corporate Drive South Suite 201 Seattle WA 98188 RE: Notice of complete application and request for additional information for SEPA and Shoreline Permit for AT &T fiber optic project. File numbers L02 -003 and E02 -004. The Department of Community Development received your Shoreline Substantial Development Permit for AT &T fiber optics project on February 7, 2002. Based on a review of your application for submittal requirements for SEPA and Shoreline Substantial Development permit, your application is deemed complete as of February 26, 2002. A notice of land use application will be distributed within 14 days of this date. Please note that the set of mailing labels included with the application is not a complete set. All properties within 500 feet on either side of project area that lies within the shoreline zone (200 feet from ordinary high water mark of the river) must be included. A complete set of mailing labels must be provided as soon as possible to meet the 14 -day time frame for the notice requirements. Additionally you must install the notice board on the site within 14 days of the date of this letter. You received information on how to install the sign with your application packet. Also, you must obtain a laminated copy of the Notice of Application to post on the board. Please call me to obtain this notice. After installing the sign with the laminated notice, you need to return the signed Affidavit of Posting to our office. Please note that if the notice board is installed in public right -of- way, a street use permit must be obtained from the City's Public Works Department. At this time we have started code related review of your application and the following information is required to further process your application: SEPA application Steven M. Mullet, Mayor 1. This project is subject to SEPA because it is not categorically exempt from threshold determination under WAC 197 -11 -800. The entire project including the sections that are not within the shoreline zone are subject to SEPA review. The SEPA checklist must be revised to include the entire scope of project. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431.3665 Shoreline application 1. The drawings must show property lines where the fiber optic line is proposed outside the public rights -of -way. For example sheet 30 of Phase 1 and all sheets of Phase 2 must show the underlying lot layout and property lines. Easement and owner authorization must be obtained for location on any private property. A portion of the fiber optic line is proposed on property labeled `City of Seattle property' on Sheet T2 of Phase 2. Please provide documentation if that location has been approved by City of Seattle. 2. The drawings also must indicate the shoreline setbacks from the river- 40' from mean high water mark must be labeled as River Environment, the next 60' as Low Impact Environment and the next 100' as High Impact Environment. 3. Cr_o S sections along the shoreline showing the relationship of the proposed work and the existing shoreline environment including limits of the 40' River, 100' Low Impact and 200' High Impact environments. 4. A vyritten discussion of the project's consistency with the General Shoreline Regulations (TMC 18.44.110) and with the King County Code (KCC 25.16.030 General Requirements) was submitted with the application. However for the portion of the work subject to City of Tukwila Shoreline regulations, the discussion must be expanded to include consistency analysis with TMC 18.44.130, 18.44.140 and 18.44.150 (see attached) for the proposed work within River, Low Impact and High Impact environments. Also, for the portion of the proposed work subject to King County Code, the discussion must be expanded to include consistency analysis with KCC 25.16.160, Utilities in Urban Environment (see attached). 5. Sheet T2 of Phase 2 shows work proposed in the vicinity of a Type 2 Watercourse. City's Sensitive Areas Ordinance requires setback of 35 feet from a Type 2 stream. Pleas, in i .ale if any work is to be_performed in the watercourse buffer. Also, according to the city's wetland and stream inventory there are wetlands and a stream in the vicinity of the proposed work on sheet 11 of the Phase 1. Depending on the scope of any work proposed in the sensitive area buffers, a Type 2 permit (Special Permission Director for Sensitive Areas Ordinance Deviation) might be required. You will be notified within 14 days of your resubmittal whether or not the issues listed above are adequately addressed or further information is needed. Your application has also been routed to other Departments for their review and additional comments will be provided to you upon conclusion of their review. This determination of complete application does not preclude the City to require that you submit additional plans or information, if such information is necessary to further review the application and ensure that the project meets the substantive requirements of Tukwila Municipal Code. Also, please be aware that a franchise agreement with the City must be approved prior to doing any construction within public right -of -way. A permit from Department of Transportation and all other z w uj 00 J • = • U. w 0 u . co = a w z = o z t- � 0 0 O — O I— w w w z t o o z required permits from State and Federal agencies must also be obtained prior to starting construction. If you have any questions, please call me at 206- 431 -3685. Sincerely, Minnie Dhaliwal Associate Planner Encl.: Tukwila Shoreline Regulations- TMC 18.44.130, 18.44.140 and 18.44.150 King County Shoreline Regulations- KCC 25.16.160, Utilities in Urban Environment z a z m i 6 w: U O to U) W: W 2: w O. a : b = d : W z Z I-, 0: D F-' W W H V . 111 Z. u) O ff . ` z TUKWILA MUNICIPAL CODE 18.44.110 General shoreline regulations. All uses within the shoreline overlay district must conform to the following general regulations: 1. The use is in conformance with the regulations of the underlying zone district; 2. The use does not conflict with the goals and policies of the shoreline master program or the provisions of the Shoreline Act and shoreline regula- tions; 3. No structures or accessory facilities shall be located over the river unless such structure protects or promotes the public interest; 4. There shall be no disruption of existing trees or vegetation within the river environment unless necessary for public safety or flood control, or if allowed as a part of an approved shoreline substantial development permit; 5. No effluent shall be discharged into the Green River which exceeds the water quality classi- fication as established by the State for the adjacent portion of the river; 6. All State and federal water quality regula- tions shall be strictly complied with; 7. Wildlife habitat in and along the river should be protected; 8. All perimeters of landfills or other land forms susceptible to erosion shall be provided with vegetation, retaining walls or other satisfactory mech- anisms for erosion prevention; 9. All necessary permits shall be obtained from federal, State, County or municipal agencies; 10. Dredging for purposes other than for navigational improvements or flood control is pro- hibited; 11. Mining is prohibited along the river shoreline; 12. Solid waste disposal is prohibited along the river shoreline; 13. No property will be acquired for public use without dedication by or just compensation to the owner; 14. Landfilling is prohibited within the river channel unless such landfill is determined by the Planning Commission to protect or promote the public interest. 15. Notwithstanding any provisions of this Code to the contrary, removal of any cottonwood tree within the river environment or the low impact environment, which tree is 12 inches or greater in diameter as measured 4.5 feet above grade, shall be subject to -the requirements of TMC Chapter 18.54, Tree Regulations. (Ord. 1775 §2, 1996; Ord. 1758 §1(part), 1995) Page 18 -74 18.44.120 Shoreline overlay - management environments. Within the shoreline overlay district, there are the following three management environment designa- tions depending on their distance from the mean high water mark (see Figure 18 -1): 1. River environment. The area between the mean high water mark and the low impact environ- ment, having the most environmentally protective land use regulations; 2. Low impact environment. The area between the river environment and 100 feet from the mean high water mark; 3. High impact environment. The area between 100 feet and 200 feet from the mean high water mark having the least environmentally protec - tive land use regulations. It is intended that this area be aesthetically and architecturally oriented to the low impact environment. (Ord. 1758 §1(part), 1995) r1844130j'Specific shoreline regulations - river environment. A. The river environment shall consist of a 40 -foot wide management zone as measured on a horizontal plane from the mean high water mark, and shall con- tain no uses or structures other than the following: 1. Public and /or private footpaths or trails; 2. Recreation facilities such as benches, tables, viewpoints, and picnic shelters, provided no such facility shall exceed 15 feet in height; 3. Support facilities for pollution control such as runoff ponds and filter systems, provided they are at or below grade; 4. Information and direction signs conforming to the underlying zoning district; 5. Diking for bank stabilization, erosion con- trol, and flood control purposes; 6. Bridges; 7. Fire lanes and dike maintenance roads; 8. Plaza connectors between buildings and dikes, not exceeding the height of the dike, are permit- ted for the purpose of providing and enhancing pedestrian access along the river and for landscaping purposes. B. River environment uses shall conform to the following standards: 1. Access roads, parking or storage areas, the closest edge of which shall be a minimum of 40 feet from the mean high water mark; 2. The centerline of railroad lead tracks shall be located no closer than 40 feet from the mean high water mark, except where the railroad lead track is bridging the river; 3. Where the riverbank has been recon- structed, it shall be landscaped with suitable plant material consistent with flood control measures to include large hardy shade or fruit trees, at maximum of Printed January 26, 2001 30 feet on center, such as maple, alder, poplar, cotton- wood, sycamore, willow, oak, beech, walnut, ash and birch, or other species approved by the Director. In addition, at least one of the following landscape materi- als shall be used: a. Live groundcover at a maximum of 18 inches on center, b. Natural grass, c. Addition to the existing natural vegeta- tion where appropriate; 4. Facilities such as pumps, pipes, etc., shall be suitably screened with hardy plant material; 5. Utility easements where necessary shall be landscaped with live groundcover or natural grass cover. (Ord. 1758 §1(part), 1995) 1:8:44: =1401Specific use regulations - low impact environment. A. The low impact environment shall contain no uses other than those allowed in the river environment and the following: 1. Structures not to exceed 35 feet in height, excluding utility towers; - 2. Parking /loading and storage facilities adequately screened or landscaped; 3. Railroad lead and spur trackage or public or private roads; 4. Utilities, including towers; 5. Signs not to exceed regulations of the underlying zoning district sign code. B. Low impact environment uses shall conform to the following standards: 1. Structures shall be sited and appropriately landscaped in accordance with underlying zoning regulations; '2. Access roads shall be located no closer than ten feet to buildings, spur tracks or parking /loading and storage facilities, and the effective setback area shall be suitably landscaped. This shall not prohibit ingress and egress points between an access road and the described facilities; 3. Parking, loading, and storage facilities shall be appropriately screened from the river with: a. A solid evergreen screen of a minimum six -foot height, or b. Decorative fence six feet high. (Note: Chain link fence shall be slatted and planted with ivy or other trailing vine except where a safety hazard may exist.), or c. Large hardy shade or fruit .trees such as maple, alder, poplar, cottonwood, sycamore, willow, oak, beech, walnut, ash, birch or other species approved by the Director at a maximum of 30 feet on center, or d. Earth berms at a minimum of four feet high, suitably planted with live groundcover or natural grass; Printed January 26, 2001 TITLE 18 — ZONING 4. Railroad lead trackage shall be no closer than 15 feet to parking/loading and storage facilities, and shall be suitably landscaped. (Ord. 1758 §1(part), 1995) 1.8:44.150' Specific use regulations - high impact environment. All uses allowed in the underlying zoning district shall be allowed in the high impact environment. (Ord. 1758 §1(part), 1995) 18.44.160 Variances. Variances shall be processed by the Hearing Examiner in accordance with the shoreline regulations. (Ord. 1796 §3(part), 1997; Ord. 1758 §1(part), 1995) 18.44.170 Appeals. Appeals of any decision of the Department regarding granting or denial on shoreline substantial development permits and any decision of the Hearing Examiner regarding a shoreline variance may be appealed to the Shorelines Hearings Board pursuant to RCW 90.58. (Ord. 1796 §3(part), 1997; Ord. 1770 §24, 1996; Ord. 1758 §1(part), 1995) Page 18 -75 1029 , URBAN ENVIRO1..NT 25.16.140 - 25.16.160 F. Moorage piles are limited by the following conditions: 1. All piles shall be placed so as to not constitute a hazard to navigation. 2. No pile shall be placed more than eighty feet waterward of the ordinary high water mark. 3. All moorage piles shall be placed in a water depth not thirteen feet below the ordinary high water mark. 4. No more than two moorage piles per residence are permitted. G. Launching ramps and lift stations are limited by the conditions: 1. No portion of a launching ramp or lift station shall be placed more than sixty feet'waterward of the ordinary high watermark. ,2. All portions of a launching ramp or lift /station shall be placed at a depth not to exceed eight feet below the ordinary high water mark. 3. Launching rails shall be anchored to the ground with the use of tie -type construction. \,Asphalt or concrete ramps or other ramps which solidly cover the water -body bottom are not permitted.: 4. No more than one launching rail,: per single - family residence is permitted. H. Floats are limited bi\the following conditions: 1. One float per residence is permitted. 2. No portion of a float shall be placed more than eighty feet waterward of the ordinary high water mark. 3. Retrieval lines shall not' . at or near the surface of the water. 4. No float shall have more•:`than one hundred fifty square feet of surface area. I. Excavated moorage slips are/limited by the following conditions: 1. One moorage slip per residence is permitted. 2. No moorage slip shall' be excavated more than six feet below the ordinary high water mark. 3. No moorage slip shall have more than, five hundred twenty -five square feet of surface area as measured from the tops'-of the banks and the ordinary high water mark. J. A residence may have either a pier or an excavated moorage slip, but not both. I K. No excavated moorage -slips shall be permitted °'on the Sammamish River. (Ord. 5734 § 4, 1981: Ord. 3688 § 409(6), 1978). t` P 25.16.150 Subdivisions. A. Any lot located wholly o ± partially within the shorelines of the state shall be subject to the substandard lot provisions of Chapter 21.48. B. Submerged/ land within the boundaries of any waterfront shall not be used to compute lot area, lot dimensions, yards, open space or other similar required conditions of land subdivision or development, except, where specifically authorized by ordinance, such lands may be used in area computations as an incentive to encourage common open space waterfront areas. C. The/ lot averaging provisions of Title 21 shall not apply to lots wholly or paritally within the shoreline. (Ord. 3688 § 410, 1978). 25'16160''Dtlitie's. Utility facilities may be permitted in the urban environment subject to the general requirements section (Section 25.16.030) of this chapter, provided: A. Utility and transmission facilities shall: 1. Avoid disturbance of unique and fragile areas; 2. Avoid disturbance of wildlife spawning, nesting and rearing areas; to exceed following (King County 12 - 81) 25.16.160 - 25.16.170 SHORELINE MANAGEMENT 3. Overhead utility facilities shall not be permitted in public parks, monuments, scenic recreation or historic areas. H. Utility distribution and transmission facilities shall be designed so as to: 1. Minimize visual impact; 2. Harmonize with or enhance the surroundings; 3. Not create a need for shoreline protection; 4. Utilize to the greatest extent possible natural screening. C. The construction and maintenance of utility facilities shall be done in such a way so as to: 1. Maximize the preservation of natural beauty and the conservation of resources; 2. Minimize scarring of the landscape; 3. Minimize siltation and erosion; 4. Protect trees, shrubs, grasses, natural features and topsoil from drainage; 5. Avoid disruption of critical aquatic and wildlife stages. D. Rehabilitation of areas disturbed by the construction and /or maintenance of utility facilities shall: 1. Be accomplished as rapidly as possible to minimize soil erosion and to maintain plant and wildlife habitats; 2. Utilize plantings compatible with the native vegetation. E. Solid waste transfer stations shall not be permitted within the shorelines of the state. (Ord. 3688 § 411, 1978). 25.16.170 Industrial development. A. The provisions` of this chapter apply to industrial and manufacturing types of activities,:including parts. B. Industrial development may be permitted in/the urban environment subject to the general''' requirements (Section 25.16.030) of this chapter, provided that: 1. The industrial activity is permitted in the underlying zone classification; 2. The industrial activity shall utilize the best techniques in design and siting to. prevent .the.release of contaminants into the adjoining water bodies in order to comply with the water quality standards promulgated under the provisions of RCW Chapter 90.48; 3. Oxidation and waste stabilization ponds shall not be permitted within the shoreline of the state; 4. The maintenance of these provisions may be assured by requiring a performance bond of sufficient size to`.substantially defray the cost of a cleanup or rehabilitation effort. C. The height limitations /of the general requirements section (Section 25.16.030) of this chapter shall not apply, to water dependent industrial development. D. The provisions of/this chapter shall not be construed to permit the construction of any oil port facility designed to load Or unload ships 125,000 dead weight tons or larger in size. E. Outside storage of equipment, vehicles, materials or supplies shall maintain a shoreline/setback of twenty feet from the ord_nar? high water mark. F. Except as ,provided in subsection E. above, water dependent industrial development shallnot be required to maintain a shoreline setback. G. Water /related industrial development shall maintain a shoreline set of either twenty feet from the ordinary high water :ark or ten feet from the edge of the floodway, whichever is g reater. This shoreline setback '1N31Nflooa 3Hl 30 JlllldflO 31- 11013na SI 11 39110N SIHI NVH.21y3-10 SS31 SI 31AIb213 SIH. NI 1N3WflO0a 31-11 AI :3OI10N ab -a- k Z2 ro-444.a r `44' rJ`�' t7.� tr1.c,�'` `'` �`-Q' JIAlazet /t) WATERCOURSE RATING FORM - CITY OF TUKWILA INSTREAM ELEMENTS Width of watercourse (OHWM) >5 feet Score = 3 1 to 5 feet Score = 2 <1 foot Score = 1 Score_ Channel capacity Ample, no overbank Adequate, slight evidence Insufficient flows of overbank flows overbank flows common Score = 3 Score = 1 Score = 0 Score Channel stability No scour or downcutting Slight scour or downcutting (25% of channel) Score =1 Score = 3 Obvious scour or downcutting Score = -1 Moderate scour or downcutting ( 25 to 50% of channel) Score = 0 Score _L Fish use Salmonids present Score = 3 Potential for migratory salmonid use Score = 2 No potential for salmonids and little potential for restoration Score = 0 Potential for stocked salmonids but other species present Score =1 Score x 2 = _4.- Fish habitat Spawning, rearing, and Two of three habitat overwintering types present Score = 3 Score =2 Rearing or overwintering habitat present Score =1 Score Date 8/2/90 Watercourse If 10 -1 From Interurban Ave. To Green R. TOTAL INSTREAM SCORE 12 '1N3Wf1000 3H130 J1111VfO 3H101 ma SI 11 30I10N SIH. NVK 21`d310 SS31 SI 3VW JI SIHI NI 1N31A11100a 3H1 Al :30110N CORRIDOR FEATURES Corridor Quality ea vegetation from OHW >50 feet Score = 3 re a lion diversity High diversity, multi - layered Score = 3 For each bank, multiply 25 to 50 feet Score = 2 Open forest or shrubs with understory Score = 2 5 to 25 feet Score = 1 Single Layer with minimal diversity Score = 1 the subscores of the above two elements to determine total scores Corridor Barrier Function Dense forest or shrub 100 to 75% Score = 3 Dense forest or shrub 50 to 75% Score =2 Surrounding land use Immediately outside of corridor (multiply percentage of area in each catagory) Dense forest or shrub 25 to 50% Score = 1 Forested Score = 3 urban: residential/maintained lawns Score = -1 Shrub or unmaintained grassland Score = 2 TOTAL CORRIDOR SCORE Add "A" for Enhancement potential Score 4 (Briefly describe) ADD INSTREAM ELEMENT TO DETERMINE core _ 12 Score 12 10 -1 is the lower end of 15-x. TO RMINE TOTAL REACH SCORE No fla ate. One foot drop with pool at upstream end of reach (culvert under 599). SCORE_„If2_ SCOREJL NOTE: 8/6/90: Electroshocked culvert outlet pool (10' x 10' x 3') for 88 seconds. Produced 12 coho (avg. size 85 mm.), 1 stickleback (37 mm.). Active agriculture or pasture Score = 1 urban: industrial/commercial Score = -2 L&fCBank Subscore Subscore Rieh- Subscore _2__ Subscore 2 Tukwila Watercourse Rating pg. 2 LEFT RIGHT BANK BANK Total Total Score 4 Score 4 Score 2 Score Score ,_ Score Score City of Tukwila Department of Community Development DATE OF APPLICATION: NOTICE OF COMPLETE APPLICATION: NOTICE OF APPLICATION POSTED: NOTICE OF APPLICATION DATED MARCH 12, 2002 February 7, 2002 February 26, 2002 March 12, 2002 Steven M. Mullet, Mayor Steve Lancaster, Director The following applications have been submitted to the City of Tukwila Department of Community Development: PROPOSAL: AT &T Broadband Inc. proposes to construct an underground telecommunication facility along the route described above and the proposal will provide broadband cable system infrastructure and services to building at 12628 Interurban Ave. S. APPLICANT: Eclipse Engineering for AT &T Broadband LOCATION: The entire route starts south of S. 132nd Street and 37th Ave S., it heads north on 37th Ave. S. to the intersection of 37th Ave. S. and S. 130th Street. The route then heads east on S. 130th Street and then heads north on Macadam Road. From the intersection of Macadam Road and Interurban Avenue South, the route heads about 387 feet northwesterly along Interurban Ave. S. and southeasterly along Interurban Ave up to 56th Ave. S. Only portions of this route along Interurban Ave. S. that are within 200 feet of the Duwamish River are subject to the Shoreline permit. The proposal will provide broadband cable system infrastructure and services to the building located at 12628 Interurban Ave S. PROPERTYOWNER: Most of the route is within existing City of Tukwila's public right -of -way and only certain portions are on private easements. Wendie C. Billings owns the property located at 12628 Interurban Ave. S. that will be served by the cable system. FILE NUMBERS: L02 -003 (Shoreline permit), E01 -004 (SEPA) OTHER PERMITS: Development Permit These files can be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on this application. You must submit your comments in writing to the Department of Community Development. Comments regarding the State Environmental Protection Act Permit (E01 -004) are due by 5:00 p.m. on March 26, 2002 and comments regarding the Shoreline Permit (L02 -003) are due by 5:00 p.m. on April 11, 2001. If you have questions about this proposal contact Carol Lumb, the Planner in charge of this file, at (206) 431 -3661. Anyone who submits written comments will become parties of record and will be notified of any decision on this project. APPEALS You may request a copy of any decision on this project or obtain information on your appeal rights by contacting the Department of Community Development at 206 - 431 -3670. Decision related to the Shoreline is made by the Director of Community Development and may be appealed to the State Shorelines hearing Board. The Department will provide you with information on appeals if you are interested. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 Dept. Of Community Development • City of Tukwila AFFIDAVIT OF DISTRIBUTION 1, L £SL-- / HEREBY DECLARE THAT: . Notice of Public Hearing Determination of Non- Significance Notice of Public Meeting Mitigated Determination of Non- Si gni fi cance Board of Adjustment Agenda Pkt Eo, -oo y fe1 0 Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Person requesting mailing: Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda ✓ ( Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ • _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Was mailed to each of the addresses listed on this / V W day o f /l' " in the year 20 0 2 Project Name: 47 $. T $IQOAI)SAND Project Number: L O1. - 003 (SHo2EL-1N4 Eo, -oo y fe1 0 Mailer's Signature: 4102 4 Person requesting mailing: M / KN1 P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Was mailed to each of the addresses listed on this / V W day o f /l' " in the year 20 0 2 FOR STAFF USE ONLY Sierra Type: P -SHORE Planner: File Number: 1.- 02. - b 03 Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: E 02-- O ("if-. Name: Signatur Address: 375 CORPOR T Phone: (206) 394 -8500 G \APPFIAN LANDUSE.API"Sl IORLINE DOC. 06/15 /00 • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431-3665 E -mail: tzticplan@ci.tukwila.wa.us PHASE I AND PHASE IT 1Sa, off — ""kc x�v_a:;r ri ; . ia{;A { APPLICATION SHORELINE RECEIVWZMIT FEB 0 7 2002 NAMEOFPROJECT/DEVELOPMENT: AT &T PROJECT# 308820 - 0007 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. ON INTERURBAN AVE S. FROM MACADAM ROAD TO SbTH AVM' S COMMENCING IN SE 1/2 SEC 10,T23N,R4F AND NW 1/4 SFCTTONS 14 15 T23N,R4E. PARCELS: 7340601080 ,0004800002,0002800033 Quarter: 1/2 Section:10, 14 Township: 23N Range: 4E (This information may be fou on your tax statement.) 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. FAX: (206) 394 -815 Date: 12/13/N z 1 )- 6 00 U) p` CO W CO IL, w gQ I w z = z1- w 0 ON CI I- WW I I- -- LI=O .. W U= 0 ~ z S ci l pse ngine ngineering 375 Corporate Drive South, Suite 201 - 375 Corporate D Seattle, Washington 98188 Phone: 206 - 394 -8500 December 11. 2001 RE: Proposal for Project 308820 -0007 Phase I David Flores Seattle City Light Real Estate Services 700 5th Ave Suite 3300 Seattle. WA 98104 Dear Mr. Flores: Eclipse Engineering has been contracted to design and permit an underground telecommunications route for TCI Cablevision currently doing business as AT &T Broadband Inc. in the City of Tukwila. The purpose of this letter is to inform you of the proposed work to be constructed and ask permission to construct a portion of the work within City of Seattle property. AT &T proposes to trench and install conduit with innerducts and pull fiber cable through. Bore under asphalt pavement and install conduits with innerducts and pull fiber cable through. Please see attached plans for details (see sheet T2 of T7). Please feel free to call me at (206) 394 -8500 or Ron Desmet at (206) 571 -2230 for further questions. Thank you. 60) ' Shauna Wals Permit Manager Eclipse Engineering z m z L w m J U O U U; U w. w =' F- U) w: w O g a U Cr I- III Z �. • I- o Z i— W w • Do O� = U - t-- - O: Z . w z DESCRIPTION OF PROPOSED PROJECT 308820 -0007 PHASE I: SHORELINE PERMIT TCI Cablevision of WA, Inc. DBA AT &T Broadband Inc. proposes to construct a underground telecommunications facility in the City of Tukwila. This proposal has been broken down i ta_twa • er.ent phases. Phase I being City of Tukwila property,. Phase_ 1, bein rty of Tukwil�Coxpoxa 'vate Property Limits. Both uses are within 200' of the DuwamishRiver shoreline. The portion of this proposal within 200' of the shoreline begins a aca am oa an can over to Interurban Ave S. where the proposed route then goes northwest along the Duwamish River on Interurban Ave S.(See sheets 13- 16). At this point: (See Phase II description for proposed route within Tukwila Corporate Limits). The proposed route then heads Southeast on Interurban Ave S. (See sheets 17&18). Second Portion of Phase I the proposed route heads Southbound to 56 Ave S. on Interurban Ave S. (See sheets 29 & 30). Phase I Construction Proposal: The entire proposed route within the shoreline for Phase I is to be directionally bored with the installation of HDPE conduit with (1) fiber cable and (3) innerducts pulled through. _ The proposed route is to be directionally bored to a point where a proposed 660LA? concrete utility vault will be placed in the sidewalk of Interurban Ave S. The proposed route will continue to be directionally bored under the asphalt street for approximately 387LF. At this oint (1) 444LA utility vault will be installed in the gravel shoulder. (See sheets, 13 -16). The proposed route will continue to be directionally bored for f r. approximately 46LF; to a point in which another 660LA utility vault will be installed in ;.'Y / 'i the asphalt pavement. The route will be directionally bored for another 221LF to a point ^ , in which another 444LA utility vault will be installed in the concrete sidewalk. The ; ; 4 proposed bore continues southeast on Interurban Ave S. for approximately 300LF. (See sheets 17 & 18). At this point another 444LA utility vault is to be installed. (Second portion of Phase I) The proposed bore continues northbound for approximately 66LF to an existing AT &T vault where 4 Y2" core drills through the vault and connect with HDPE conduit. (See sheets 29 & 30). This will complete the portion for Phase I. `' c l .: DESCRIPTION OF P - - D.PROJECT 308820- HASE . SHORELINE PERMIT This project's proposed use is to install two diverse feeds North and South entry of an underground fiber optic cable system using (2) 4" I IDPE conduits with (3) 1 1/4" innerducts. This proposal will provide a broadband cable system infrastructure and services to the Building at 12628 Interurban Ave. South within the Tukwila Corporate Limits, requiring services to be uninterrupted. Therefore, two diverse conduit routes are necessary for this project. Industry standards require that the routes be separated by a distance of 30 feet minimum. These two routes are proposed to be installed in previously disturbed areas as described below. Building address 12628 North Entrance: The proposed route starts on the NE corner of Interurban Ave. South and Tukwila Corporate Limits. Heading north east parallel to the Duwamish River with an approximated offset of 32LF from the shoreline, the route will be trenched under the grass area for approximately 201 LF; the route will continue to be directionally bored under the concrete sidewalk for approximately 371LF. At this point, (1) 253TA concrete utility vault will be buried under the concrete sidewalk; the proposed route will be directionally bored under the concrete sidewalk for approximately 706LF. At this point a 660LA concrete utility vault will be buried under the concrete sidewalk; the proposed route will then continue southward by trenching under asphalt pavement and landscape area towards said building for approximately 77LF. This will complete the north entrance proposal into Building address 12628. Building address 12628 South entrance: The proposed route starts on the SE corner of Interurban Ave. South and Tukwila Corporate Limits. Heading northeast parallel to the Duwamish River with an approximate offset of 62LF from the shoreline, and 31 LF from the proposed route for the North entrance, the route will be directionally bored under the asphalt pavement for approximately 562LF. At this point, (1) 253TA concrete utility vault will be buried under the asphalt pavement; the proposed route will be directionally bored under asphalt pavement for approximately 562LF. At this point, (1) 660LA concrete utility vault will be buried under the asphalt pavement; the proposed route will then continue southward by cutting and trenching under asphalt pavement for approximately 295LF, then eastward for approximately 89LF At this point, a second (1) 660LA concrete utility vault will be placed under the asphalt pavement; the proposed route will then continue northward (perpendicular to the building) by cutting and trenching under the asphalt pavement for approximately 17LF. This will complete the south entrance proposal into Building address 12628. z • w a: 2 . UO (J) 11.1 J F- rn w: ° u _ co = W _ z �. i- O Z LLI o U O o F- w U u' O . w z . U) z GENERAL SHORELINE REGULATIONS TMC 18.44.110 1. The a s_pro osal is in conformance with the regulations for the L 1 ukwila Urban Center ,e, comprehensive plan designation is intended for G A commercial services. the proposal lies within the TUK/C /LI zones. The proposed project is consistent with the goals and policies_aLthe Shoreline 72 Master Program. It will not adversely affect land use, economic development, public access, or recreation along the shoreline. ✓3. No structures or accessory facilities are proposed for this project. The ,• proposed route is underground. V. No disruption of trees or vegetation in the shoreline environment is anticipated. 'S". Though the proposal is parallel to the Duwamish River; no effluents shall be discharged into it. 6. All State and Federal water quality regulations shall be strictly complied with. _7. Restoration measures will be used to minimize any negative impast t � S J - wildlife. 8. No major erosion is anticipated, although sati factory mechanisms such as retaining walls, will be used if necessary. /14 A. All necessary permits will be obtained from the appropriate agencies required for the proposed project. AO. : No dredging shall occur based on our proposal. -41. No mining will occur. /12. No solid waste will be distributed along the river shoreline as a result of our proposal. 113. No property will be acquired per our projects proposal. i 14. No landfill will be distributed as a result of our proposal. V 15. No trees will be removed. wn: a., to :.:.•.x..;r.,o-::.s... «..::.::x t ax:. iw. ��.,+.. r. ,,.,r:�.,:.K.,a.,v+�u..,:s�:.:. w,..�:...«..... ue: nu+..;.,, ..,.::,.r...�.:...a,+.yr:,w,:x• z ice. w J 0 O '. co W= J H gQ = a; w z � z� LU Lu 0 O - . w W: U ; o z ' U N. O~ z ... • 9 il 16 0 CRITERIA FOR PROJECTS SUBJECT TO THE CITY OF TUKWILA SPECIFIC SHORELINE REGULATIONS RIVER INVIRONMENT (TMC 18.44.130) Z =~ . w cc JU 00 W 11.1 u) J H w 2 t- Z �- Z 1- A. The projects proposal will not interfere with the 40' wide management zone or the mean high water mark. Our proposal is all proposed in the already improved road rights of way. 1. This use is not applicable to our proposal we do not propose to construct footpaths or trails. 2. Our proposal is to directionally bore underground depth of 36 ". No facility shall exceed 15' in height. 3. All support facilities and pollution control will be taken. 4. We are in conformance with the underlying zone district. Direction signs will be used if needed. 5. All necessary measures will be taken to reduce the erosion and flood control; such measures could include the usage of silt fences or hay bales. 6. Our proposal does not come in contact with any bridges. 7. Fire lanes and dike maintnance roads will be noted per our proposal. 8. Plaza connectors are not applicable for this projects proposal. B. This proposal is in conformance with the rivers environment uses. 1. This is not applicable to our proposal. 2. No railroad tracks our near the vicinity of our proposal. 3. All landscaping or vegetation will be replaced back to initial state. No trees will be removed or damaged due to our proposal. 4. All facilities will be suitably screened. 5. Utility easements where necessary will be landscaped with groundcover or natural grass. z 9 x CRITERIA FOR PROJECTS SUBJECT TO THE CITY OF TUKWILA SPECIFIC SHORELINE REGULATIONS LOW IMPACT INVIRONMEN'I (TMC 18.44.140) A. Our proposed use is allowed in the river environment and no other uses will be constructed in the low impact environment. (A 1. Structures will not exceed 35' in height our proposal is underground. 2. Not applicable to our proposal. 01-1 3. Not applicable to our proposal. 1))v5YQ 4. Ours is that of a telecommunications facility,_ 5. Alltgns used at job site will conform to the underlying zoning regulations. B. All uses are in conformance with the low impact environment standards. 1. All structures will be in accordance with the underlying zoning regulations. 2. Not applicable to projects proposal. 3. Not applicable to projects proposal. 4. There are no Railroad tracks near the vicinity in which our project is proposed. et z a2 00 w= J H w w co LLQ = O z � � z E- �o; : o - o w w H - lL O: ill O F- Z a a CRITERIA FOR PROJECTS SUBJECT TO THE CITY OF TUKWILA SPECIFIC SHORELINE REGULATIONS HIGH IMPACT ENVIRONMENT (TMC 18.44.150) All uses including our proposal allowed in the underlying zoning district because of the high impact environment. Our proposal will not impact the rivers environment. w . u� JU 0 CO CI cn w J u_: LLI O; J LL < = W' Z Z t— ai :W Z: W co l O ~' z STATE OF WASHINGTON CITY OF TUKWILA Department of Conunwdty Development 6300 Southcenter Boulevard, Tukwila, WA 98/88 Telephone: (206) 431 -3670 FAX (206) 431-3665 E mail: tukplanri Pci.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: I. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at IZ 121°23 T. (U - rhPCtJ Pc\/G. S, for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence ot'the City. 6. The City shall, at its discretion , cancel the application without refund of fees, if the applicant does not respond to specific requests for items on the "Complete Application Checklist" within ninety (90) days. 7. Non - responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. k (� / EXECUTED a k Ru) ( I (city) _(state), on i�1J . l..(/ 7 at: a , (Phone Number) die. On this day personally appeared before me A die. e. € // /» the foregoing instrument and acknowledged that he/ igned the same as h mentioned therein. SUBSCRIBED AND SWORN TO BEFORE N THIS DAY OF eli - / res PUB MC in.and for the late of Washington NOT at MAtIte. My Commission expires on V \ I T)lF c X11 11 1 (Print Name) , 1is C- ‘S Derr 46)01 `11Me (Address) 2(00 • to me known to be the individual who executed luntary act and deed for the uses and purposes f r 4 a • A JANICE I. DAVIS NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES MARCH 29, 2004 File: L02 -0003 35mm Drawing #1 -39 aLY.Y- v'.:u�sk'ri.^"�:.W�;: t'.i;. i.rx..f..s. �...�ni.l:z « ✓.vx_ Jul .u�+'+1�.3::':4:L:�:aidM..a..4a _. •Z • _ 1- • . W JU UO W= • Wes' J• U.a = W Z D. :X U` 1- -: • •- Oi • U N. ~1=-: O: z • 0 CD clipse ngmeering 375 Cower Dr. 11., 0•101201 5... WA NIP . 036) 2944200 / .4■■■•••■ Broadband ■■ Northwest Division PROJ. #:308820-0007 PHASE 1 CONTACT PERSON(S): AT&T Broadband Ed Calamaro 22025 30th Avenue SE Bothell, Washington 98021 425.398.6192 206.295.1181 (Mobile) SHEET INDEX: 1 - COVER SHEET/PROJECT LOCATION 2 - KEY MAP ' • 3-30 STREET UTILITY PLAN VIEW 31 - STANDARD DETAILS 32 - SPECIFICATIONS PERMIT JOB #: 10100024 AT&T ENGR: ECLIPSE ENGINEERING I This IS PROPRIETARY INFORMATION =NOT FOR DISTRIBUTION. I PROJECT LOCATION 31 • 4 --: -'• .• 6 , • • • ••••",, • • 2, • ,:•.. • • • „ ' • • nn hiii PROJ. #:308820-0007 PHASE 1 RECEIVED CITY OF TUKWILA MAR 0 7 2002 Penurro Project Location: NW 1/4 Section 15/14, T23N, R4E File name: COVER—TUK—PH1.dwg Date: 11.16.01 Thomas Guide: 555 E2 Sheet Number: 1 of 32 S I I • O Ed c U 0 O O G1 v 0 u L U O 10 ▪ Csumis De. Ms 201 S oft% WA i Maw C30661 „ �w -i VAULT -VAULT FOOTAGE UG -SHEET 3 536 UG -SHEET 3 TO SHEET 5 636 UG -SHEET 5 TO SHEET 6 732 UG -SHEET 6 TO SHEET 10 659 UG -SHEET 10 TO SHEET 13 367 UG -SHEET 13 TO SHEET 16 165 UG -SHEET 17 TO SHEET 18 72 UG -BORE TO VAULT (SN 18) 653 UG -SHEET 18 TO SHEET 20 1019 UG -SHEET 20 TO SHEET 23 677_ UG -SHEET 23 TO SHEET 26 943 , UG -SHEET 26 TO SHEET 30 - 66 US-SHEET 30 7162 TOTAL UG FOOTAGE - ]j - VAULT LOCATIONS clipse egineenn8 KEY MAP PERMIT JOB #: 10100024 ENGR: ECLIPSE ENGINEERING THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. I PROJ. #:308820 -0007 PHASE 1 File name: PH1- SHT2.dwg Date: 11.16.01 Number: 2 of 32 Number: r :111. Ii 11 ITI iII• 1 I 1 1 . III I II 1(I 1 1 I 1 I :II I1I I . 1 11.I Tl1 IllI I I . II1 TFII I1`I I 111lI I I • lI ICI II1; II 1 1 '1r �r I r 1 1., 2 M \ L . 3I 4 5 I '6I • Inch 1/18 • 5 ;b E z • � �9 15 " ::II IIIIttIll 11111111.1 11111IL1 II11l1111 JILI III 1 1111 Illl 1111lii11 1.11.11411 II11l111111 IIII III 1111 III111111 N SCALE 0 10 20 1 Inch = 20 ft. ( IN FEET ) 0 u 0 0 W W 0 to 0 W 9 0 41 W 0 e 0 0 Co UTILITY LEGEND MI ELECTRIC all GAS MI COMMUNICATIONS - WATER SEWER STORM - MISCELLANEOUS IN PROPOSED EXCAVATION ' D 0 1 24' EXISTING AT &T STRAND 34 7 CONSTRUCTION NOTES: O INSTALL (2) 4"� SPLIT DUCT RISERS PER DETAIL ON SHEET 31. O TRENCH IN GRASS SHOULDER PER DETAIL ON SHEET 31. INSTALL (2) 4"(6 SPLIT DUCT CONDUITS. O INSTALL 444LA VAULT IN GRASS SHOULDER PER DETAIL ON SHEET 31. RETRIEVE EXISTING AT &T AERIAL SPLICE 39D AND . PLACE IN . PROPOSED VAULT (STA 44 +40, L21'). LEAVE 100' COIL IN PROPOSED VAULT. 13209 ROW 4 i POLE 4 0 PROPOSED %VAULT ROW GAS 2 1' EOP EXISTING AT &T STRAND ► EOP 4. 4. + 0 I— a 37TH AVE S 4" WATER ® DIRECTIONAL BORE UNDER ASPHALT STREET AND INSTALL (1) 4 "o HDPE CONDUIT. PULL (1) FIBER. CABLE AND (3) 1 1/4"o. INNERDUCTS THROUGH. (START: L END: STREET UTILITY PLAN VIEW 4 W 0 BORE *1 CB S -MH STA 44 +51,L21' STA 40 +17,L5' 13200 STORM CB 12 SEWER 13031 0 0 -- POLE ROW STORM CB WATER 8" WATER 13029 EOP STORM CAS , F STORM DITCH 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). THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, AS NECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTIUTIES 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 INTERFERENCES AND AGREE TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. a N 2 0 W PERMIT JOB #: 10100024 ENGR: ECLIPSE ENGINEERING I THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. I PROJ. #:308820 -0007 PHASE 1 , File o ug.dwg Date: p Number: 3 o 32 Number: I(' )i IIIIII III; ,��I III III III' L1;I TT IIIIII :IIII�1( , Inch . y.LJ�lVI'1�, :. :III�IIItUlILIiIIIIII:U1lidlilL JIJ1. .11 Inn l►iiilii�i�i�iill 11 II , II ILIIIIII 6 141141'11[H II IIIi N 0 CD a. 1 inch = 20 ft. ( IN FEET ) C a � V1 - w Cl Z C) 0: U 0_' w w w 0 fG SCALE v u U 0 CD 10 20 UTILITY LEGEND ME ELECTRIC NM GAS — COMMUNICATIONS - WATER ▪ SEWER ME STORM ▪ MISCELLANEOUS - PROPOSED EXCAVATION c cipse n 375 Corave &Olio 201 ANAK Floarn 06) „ 9!{x500 cn m m W 0 STORM PERMIT 12" SEWER 6" WATER GAS 13027 CB LE I .Z1 VI JOB #: 10100024 4 w i STORM DITCH POLE ENGR: ECLIPSE ENGINEERING 34' CONSTRUCTION NOTES: O DIRECTIONAL BORE UNDER ASPHALT STREET AND INSTALL (1) 4 "0 HDPE CONDUIT. PULL (1) FIBER CABLE AND (3) 1 1/4"o INNERDUCTS THROUGH. STORM 536' START: END: BORE 01 STA •44 +51,L21' STA 40 +17,L5' 13017 ROW CB 5 EZ°r10a , — r EOP I EOP 37TH AVE S ROW 4 a 0 13016 STORM 1 STREET UTILITY PLAN VIEW I THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. I 13013 POLE L ' I L' rrFIi'TI � r � l I I I l :I }!: I' (11:1\1.1!. I'Inch ...�1, 2I vta�l;Vl ' W� IIIIIII�UII�IIII , 111111�I.IiI JIJI�11111UllllllllJILLIIIJIIJ IIIIIIIIIILi IIJIIIIIIIIIIIIIIIILIi�IIIIiIi . 01111 .0III1IIIIIIIIL I I f III; FBI ICI 11hl(I, III I1`I 111II1 1jI ICI 111.11'111. 3 I ) I 4 I I ( 51 I 6 CB PROJ. #:308820 -0007 PHASE 1 5 GAS 13007 12" SEWER STORM DITCH Date: 11.16.01 File name: pra_u9,dwg 8" STORM " WATER 3705 • 13003 Number: 4 of 32 Nm 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). 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 CHANCE IN OPERATIONS AND MAY CAUSE SLOUCHING 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 INTERFERENCES AND AGREE TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. • a SCALE 0 10 20 1 inch = 20. SL ( IN FEET ) 0 tri Y u U 0 UTILITY LEGEND MI ELECTRIC ® GAS M COMMUNICATIONS - WATER - SEWER MI STORM - MISCELLANEOUS MI PROPOSED EXCAVATION clipse I I g C 1 g mcl.rser Dc. air X1 !a f ') 9445 West CW STA 40 +0 STA 40 +50 — BORE #2 FOGLINE BORE 02 3705 3528 PERMIT SEWER m + 0 8 " SEW 13003 CONSTRUCTION NOTES: O DIRECTIONAL BORE UNDER ASPHALT STREET, AND INSTALL (1) 4"0 HDPE CONDUIT. PULL (1) FIBER CABLE AND (3) 1 1/4"o INNERDUCTS THROUGH. 0 INSTALL 444LA VAULT IN ASPHALT STREET PER DETAIL ON SHEET 31. LEAVE 100' COIL IN PROPOSED VAULT. JOB #: 10100024 ENGR: ECLIPSE ENGINEERING 6" WATER w cn 8 EQ STA 40+00 SOUTH ON 37th Ave S STA 35+55 EAST ON S 130th St S — SURVEY STA 40 +59 SEE SHEET 4 OF 32 STREET UTILITY PLAN VIEW I THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. I S PROD. #:3088204007 PHASE 1 File name: pro_ug.dwg Date: 11.16.01 THE BIDDERS AGREE TO PROVIDE FOR THESE CONFLICTS AND INTERFERENCES AND AGREE TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. , to C CA m m N m 0 ni N THE LOCATIONS OF UTIUTIES SHOWN ON THE PLANS ARE APPROXIMATE ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. CALL THE UTIUTIES UNDERGROUND LOCATION CENTER (1 800 - 424 - 5555). THE CONTRACTOR, AT HIS OWN EXPENSE. SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, AS NECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTIUTIES 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 REOUIRE 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. Sheet Number: 5 of 32 Inch...... .1116 °.,(:. ° I ._',111 1111IlII. nuli.11.1En liiii 1 1111' 11 1 . 141 ,tfl hItIlIIIlfj iili�iJI$HIl1iIJ II utiI 1111 1 11111 SCALE 0 10 20 inch = 20 ft. (IN FEET ) u 0 0 to `s C u u U UTILITY LEGEND ME ELECTRIC Ems GAS ME COMMUNICATIONS - WATER SEWER - STORM ▪ MISCELLANEOUS PROPOSED EXCAVATION 373Colgoos CIF /., Italia 201 Booffs, WA Mom (2066) „ DA41 ~ 7M CO CO P t N m m m m 0 CONSTRUCTION NOTES: O DIRECTIONAL BORE UNDER ASPHALT STREET AND INSTALL (1) 4"0 HDPE CONDUIT. PULL (1) FIBER CABLE AND (3) 1 1/4"0 INNERDUCTS THROUGH. STREET UTILITY PLAN VIEW 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). 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 INTERFERENCES AND AGREE TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. W N m m N 2 m 0 W PERMIT JOB #: 10100024 ENGR: ECLIPSE ENGINEERING I THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. I PROJ. #:308820 -0007 PHASE 1 File name: pro_ug.dwg Dote: 11.16.01 Sheet Number: 6 of 32 I i r iTi ��I I I I I u I l rl ri J . Inch 1116' . N,Lt .., "'.. I II I1 l ulIII[I.i:iitl iii . Il li i : iIi 9. Z • wo 111111111 III Iilll illllll!' 11111111111i:1111)11 �lulllili1liIIiIt1JI.J iii�_r���1II0II1I i I 111I,:JIIIII.1 Ih11iIT l .1I II III1I,II 4 6 • SCALE 0 10 20 1 Inch = 20 ft. (IN FEET ) a co • a 0 CD Y u U 0 CD 'UTILITY LEGEND MI ELECTRIC ® GAS NM COMMUNICATIONS - WATER ME SEWER MI STORM - MISCELLANEOUS ME PROPOSED EXCAVATION dipse • g rnOrlod•Da1..211111. 201 Flom 0 1144900 3820 MIMS 0 S -NH 0 + 3826 ROW 3832 EOP w O r d: to S. 130TH ST. _ ----� — _ c — POLE POLE FOGLINE EOP BORE W2 12" SEWER START: STA 35 +53 L21' END: STA 26 +88 L17' - - - -: aBORE N .1 B^ WATER 12" STORM 3836 12923 SI S -MH • C 0 - if SEWER • dONSTRUCTION NOTES: O DIRECTIONAL BORE UNDER ASPHALT STREET AND INSTALL (1) 4"0 HDPE CONDUIT. PULL (1) FIBER CABLE AND (3) 1 1 /4"0 INNERDUCTS THROUGH. 3827 ROW STREET UTILITY PLAN VIEW POLE 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). 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 ANO 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 INTERFERENCES AND AGREE TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. PERMIT JOB #: :10100024 ENGR: ECLIPSE ENGINEERING THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. PROJ. #:308820 -0007 PHASE 1 File name: pro_ug.dwg Date: 11.16.01 Number: 7 of 32 Number: Inch 1118„ 5L 4L „qt.— II( IIiIttI1Itill II IIII 1W�JJIi. I II p 111 1:1 1. I 5 ( v I Z I WPI 11.1 111.1.111.1.111.1 Ili fill IIIII IIIII►1.I11LIIII0III I.1.1.1J1111 111111th 1IIIIIIJ�1 J 1JJl �!Uth1I1l 111111111 1111.11a11TI]1I 111 11 � • SCALE 0 10 20 ! inch =20 ft. (INFEST) u C V 0 tri ci 0 U tO COM VAULT. START: END: 12" SEWER • WATER BORE 102 STA 26 +88,L1 STA 35 +53 Lh 1 ' I CB SIDEWALK NL VAULT PROPOSED VAULT 13000 15" SEWER FOGLINE WATER BORE 03 4020 UTILITY LEGEND ELECTRIC ▪ GAS MI COMMUNICATIONS MO WATER - SEWER E ll STORM MO MISCELLANEOUS MI PROPOSED EXCAVATION fripse ring rn Cepe YDr. LAO, 701 IMO* WA NIBS !lore CM 3044500 CONSTRUCTION NOTES: O DIRECTIONAL BORE UNDER ASPHALT STREET AND INSTALL (1) 4 "0 HDPE CONDUIT. PULL (1) FIBER CABLE AND (3) 1 1/4 INNERDUCTS THROUGH.. O INSTALL 444LA VAULT IN ASPHALT SHOULDER PER DETAIL ON SHEET 31. LEAVE 100' COIL IN PROPOSED VAULT (STA 26 +88,L17'). PERMIT JOB #: 10100024• ENGR: ECLIPSE ENGINEERING STREET UTILITY PLAN VIEW I THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. I PROJ. #:308820 -0007 PHASE 1 '1 13001 File name: pro_ug.dwg Date: 11.16.01 ---GAS 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). 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 INTERFERENCES AND AGREE TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. Number: 8 of 32 Number: I I I IIIIII IITE:1 II..IIIf •1111 • . Inch s`. II 111111111 ItLIIIIIl11111LII[ 1111.1. IIIIIIULJIl1IIIII 111 :11 I t ' I I I 1 1 1 1 . . 1 I I I -.r.0 I ' I I I i l l 1 1 I n s l , l ^ � ` I 5 1 I 1.1 I I I 1 I -II B L 8r I • 5 111 11 11 11111 {I 11. 1111. 1IIIIIIIIIIII IIIIIIIIIIII( fl(II_IIIII�IIIII111111IIII_._. I I S SCALE 0 10 20 1 inch 20 ft. ( IN FEET ) 0 to C 0 0 0 .o 9 C 0 to UTII.ITY LEGEND - ELECTRIC ® GAS E COMMUNICATIONS _ WATER - SEWER STORM - MISCELLANEOUS - PROPOSED EXCAVATION e ADT lts2=64.h. m Ompums lr a,srr101 WA Illsob, 31114 1 Mom p0 00 STA 26 +88 L17' CONSTRUCTION NOTES: O DIRECTIONAL BORE UNDER ASPHALT STREET AND INSTALL (1) 4 '0 HDPE CONDUIT. PULL (1) FIBER CABLE AND (3) 1 1 /4 "0 INNERDUCTS THROUGH. PERMIT JOB #: 10100024 ENGR: ECLIPSE ENGINEERING STREET UTILITY PLAN VIEW THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. PROJ. #:308820 -0007 PHASE 1 File name: pro_ug.dwg Date: 11.16.01 THE BIDDERS AGREE TO PROVIDE FOR THESE CONFLICTS AND INTERFERENCES AND AGREE TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. 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). 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 ME 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 SLOUCHING 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. Sheet Number: 9 of 32 I11� 1'(I"{II'T 111; 1,11 Inch 1 /18. v L5. !L l/ l Y, ,(1 I I 1 111 i 11:1 - ICI 'I I : 1 11 l',� 11 �`i 5 � � . 11 I ITT ( ,. 6 1 I I I' I I I � 5 ,P E :'li 6L 01 6f 9:''• L 9 g q L Z .,. W :IIf. 1111 11111 1111.0.1iii11111.111,10IIllI1JJh ,11.11II � llll � ��� l� ll ll 1 LIII x.41 1 I111l11l1inititi 1__: r, f I I SCALE 0 10 1 inch = 20 IL t (IN FEET ) a O 0 C 0 s C U s UTILITY LEGEND NM ELECTRIC ® GAS COMMUNICATIONS III WATER IN SEWER MI-STORM MI MISCELLANEOUS ME PROPOSED EXCAVATION clipse ngmecnng mCapsule Dw11.,611771 Sosils. WA 06101 /bar (206)3944100 CO CA rn CO O CONSTRUCTION NOTES: O DIRECTIONAL BORE UNDER ASPHALT STREET AND INSTALL (1) 4"� HDPE CONDUIT. • PULL (1) FIBER CABLE AND (3) 1 1/4"0 INNERDUCTS THROUGH. O INSTALL (1) 444LA VAULT IN GRAVEL SHOULDER PER DETAIL ON SHEET 31. LEAVE 100' COIL IN PROPOSED VAULT. STREET UTILITY PLAN VIEW SURVEY STA 9 +58 SEE SHEET 11 OF 32 P • AULT STA 10 +00 L18' EQ STA 20+00 WEST ON S 130018T STA 10+00 NORTH ON MACADAM RD S THE LOCATIONS OF UTIUTIES SHOWN ON , THE PLANS ARE APPROXIMATE. ALL UTILTY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. CALL THE UTILITIES UNDERGROUND LOCATION CENTER (1- 800 - 424 - 5555). THE CONTRACTOR, AT HIS .OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK. AS NECESSARY. TO DETERMINE THE EXACT LOCATIONS OF UTILTIES 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 INTERFERENCES AND AGREE TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. PERMIT JOB #: 10100024 ENGR: ECLIPSE ENGINEERING I THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. I PROJ. # :308820 -0007 PHASE 1 File name: pro_ug.dwg Date: 11.16.01 Number: 10 of 32 Number: .. iII1iltii11 .l1111I 11 W 1111iiii -ui 111111111111!1 IIIIIIIII uiil 1i. niilni 1111,11,11_11141111 �i1ilinl II1 O . t N SURVEY STA 9 +58 SEE SHEET 10 OF 32 . c z N rrAA v, t I N SURVEY STA 6 +67 SEE SHEET 12 OF 32 s ►N SCALE 0 10 20 inch = 20 ft- ( IN FEET ) STORM DITCH ROW CB = • SSOR t EE: R. DESMET Designed EE: C. NEILSEN Drawn 1 EE: R. DESMET Checked I r' OITCH CB 1 • EOP -^ 15" SEWER S -M. r 9. — r -- 1' RD. • 12 �a _ — o c 5 - - MACADA r r .... — r = o - -- __' _ - - -- - GAS O EOP BORE 404 0, START: END: STA L POLE STA 3 +47 +47 L L79' ' Li,_ 11.16.01 11.16.01 1.0'9L•11. ROW UTILITY LEGEND ELECTRIC ® GAS COMMUNICATIONS _ WATER - SEWER STORM - MISCELLANEOUS PROPOSED EXCAVATION �$. LS • IRE APPROXIMATE. SHOWN ON THE O LOCATIONS CONSTRUCT ON, CALL THE BE VERIFIED CONSTRUCTION NOTES . PRIOR TO UTILITIES UNDERGROUND LOCATION CENTER (1 -800- 424 - 5555). THE CONTRACTOR, AT HIS OWN EXPENSE, OO DIRECTIONAL BORE UNDER ASPHALT STREET SHALL MAKE EXCAVATIONS AND BORINGS AHEAD AND INSTALL (1) 4 "0 HDPE CONDUIT R OF THE W L ATION TO DETERMINE THE EXACT LOCATIONS OF STRU AND UNDERGROUND PULL (1) FIBER CABLE AND (3) 1 1 /4 "o . INNERDUCTS THROUGH. • INTERFERING U ANDHOTHERILL BE 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 SLOUGHING OF THE TRENCH. ADDITIONAL TRACTO CHANGE IN OPERATIONS AND MAY CAUSE TRAFFIC CONTROL, ADDITIONAL .. - I TIME, THE CON PAVEMENT AND 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 INTERFERENCES AND AGREE TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY STREET UTILITY PLAN VIEW RELOCATIONS DUE TO SAID INTERFERENCES, elign0121•41Wo ."' _ Cli - "g ^ ""g B erg% IV rD INNS Mr MI norm ape 41 300 PERMIT JOB #: 10100024 I THIS IS PROPRIETARY INFORMATION NOT FOR DISTRIBUTION. • � PROJ. #.308820 -0007 PHASE 1 File name. pro_ug.dwg Sheet Number: 11 of 32 ENGR: ECLIPSE ENGINEERING Date: 11.16,01 lI II!!{IlI!!.r{, MI {!l; rhl ia� riTll�1� IlIIVI{.iIV :I 6 I 4 5 ' Inch 1N8 .. .:...... ... 7 • • 911. VI6 £� Z _ . ` �� . +L ( 9r I ly . '... I 7. I 1, WD , L l I it III1�U11 ills {I[ll.11llll.II l.11lllll.l lIllIlUhJlil�illl III {illl II!!.�!!il llll {IIlI IllllJl)I IItII11J11111 {II,I- u m i l!) 111111 1l 1,11 l r N SCALE 0 10 20 inch - 20 ft. ( IN FEET ) 0 r6 0 0 fG 0 u U 0 to UTILITY LEGEND IN ELECTRIC GAS 1 COMMUNICATIONS - WATER — SEWER ▪ STORM — MISCELLANEOUS ( - PROPOSED EXCAVATION clipse ngineering ! e 0206) 79 CONSTRUCTION NOTES: O DIRECTIONAL BORE UNDER ASPHALT STREET AND INSTALL (1) 4"0 HDPE CONDUIT. PULL (1) FIBER CABLE AND (3) 1 1./4" 0 INNERDUCTS THROUGH. CA CO m CA O N — F C I. INE STORM DITCH BORE 04 START: STA 10 +00,L18' END: STA 3 +47,L79' s' — i cnoN,ti 42N�A 1/6.s o SEWER STREET UTILITY PLAN VIEW 0 C OVERPASS "' 2 CA m W O ■ W / N ti - SR599 SOUTHBOUND % I .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), • 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 BACKFlLL 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 CONFUCTS AND INTERFERENCES AND AGREE TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. PERMIT JOB #: 10100024 ENGR: ECLIPSE ENGINEERING THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. PROJ. #:308820 -0007 PHASE 1 File name: pro_ug.dwg Date: 11.16.01 Number: 12 of 32 Number: III rEr 9°I, 11_r Inch` r , 1/18 1 ,, 11 I 1 I 1 I F I IT;I-11111 1 1111 I I 1 11 I, I ,. i l,11 11111.1, Ili 1 3 4 1 5 6 a L WT IIIIIII�IIII�IlU�lllllll11 1- I ILI L IIIIlJIIIIIIII .111 ILIII�IIII�IIIILIIIIIIIIILlII�1111IlUIIIIIIIII1�1I111I11 i _1 II!I SCALE 0 10 20 1 1 inch = 20 11. ( iN FEET ) O ID C a 0 O CD U O tG UTILITY LEGEND NM ELECTRIC ® GAS ▪ COMMUNICATIONS WATER - SEWER STORM MI MISCELLANEOUS - PROPOSED EXCAVATION \ \ \ SR599 SOUTHBOUND OVERPASS \ \ \ \ SR599 NORTHBOUND OVERPASS PROPOSED VAULT SURVEY STA 4 +84 SEE SHEET 12 OF 32 CONSTRUCTION NOTES: . O DIRECTIONAL BORE UNDER ASPHALT STREET AND INSTALL (1) 4"95 HDPE CONDUIT. PULL (1) FIBER CABLE AND (3) 1 1/4"0 INNERDUCTS THROUGH. X1), INSTALL 660LA VAULT IN SIDEWALK PER DETAIL ON SHEET 31. LEAVE 100' COIL IN PROPOSED VAULT (STA 10 +75,L33'). PERMIT JOB #: 10100024 ECLIPSE • ENGINEERING SURVEY STA 3 +63 SEE SHEET 14 OF 32 STREET UTILITY PLAN VIEW I THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. I PROJ. #:308820 -0007 PHASE 1 File name: pro_ug.dwg Date: 11.16.01 THE BIDDERS AGREE TO PROVIDE FOR THESE CONFLICTS AND INTERFERENCES AND AGREE TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. 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). THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, AS NECESSARY. TO DETERMINE THE EXACT LOCATIONS OF UTIUTIES 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. Sheet 13 of 32 Nu Inch. ':' :1116 v' Cs g I 4 I E Z I ` c � IIIi111111ii ii�>_lu.i i.1.1l.i.iii. iu.�.n l�1ili. JILI. IIII VIII !II IIII��II� . 1.1.11jOii IIII�IIi 11III� 111_lIll Iii II!!�IIII IlII�IIII L _�' ° u C u C a a u U SCALE 0 10 20 1 inch = 20 It ( IN FEET) UTILITY LEGEND ME ELECTRIC ® GAS ▪ COMMUNICATIONS Ell WATER SEWER STORM MISCELLANEOUS ME PROPOSED EXCAVATION clipse ngineering C +emb Dr. 6.iW 201 Soside. WA Marx 6106)!94 4 2 00 • SURVEY STA 9 +01 SEE SHEET 15 OF 32 \ \ \ \ \ \ \ \ \ CONSTRUCTION NOTES: O DIRECTIONAL BORE UNDER ASPHALT STREET AND INSTALL (1) 4"93 HDPE CONDUIT. PULL (1) FIBER CABLE AND (3) 1 1 /4"0 INNERDUCTS THROUGH. PERMIT JOB #: 10100024 ENGR: ECLIPSE ENGINEERING N x0 0 ■ ,\ t J STA 4,0 TA 34.27 SURVEY STA 3 +63 SEE SHEET 13 OF 32 START: STA 10 +75,L33' END: STA 6 +80,L21' 31 BORE 05 'I\ OTS VAULT \ };µ \ \ \ \ i THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. l STREET UTILITY PLAN VIEW START: 1 END: J SEE PROJ. 13001120-0007 PHASE 2 EXIT ROW SURVEY STA 11 +06 SEE SHEET 17 OF 32 PROJ. # :308820 -0007 PHASE 1 File name: pro_ug.dwg Date: 11.16.01 THE. LOCATIONS OF UTILITIES SHOWN ON THE PLANS ME APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. CALL THE UTILITIES UNDERGROUND LOCATION CENTER (1 -800- 424- 5555). 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 INTERFERENCES AND AGREE TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. Sheet 1 4 of 32 Number: I 1 111 11 I1 - I - ' ' L'r ' rich iv-t,Sr.k.,V1 S6 4 E Zl 66- ( XI 4111111.11111111 it 1.1i1..i11 111.1 11.11.1.11 11111 1.1.16 11 1'1I ' l'-1 v : Z L 11111 WO 111 . 711111I�LJ1111�1 111I111111111I11 I I SCALE 0 10 20 1 Inch = 20 IL ( IN FEET ) C C O V L U O ID UTILITY LEGEND ▪ ELECTRIC ® -GAS MN COMMUNICATIONS - WATER ▪ SEWER MI STORM - ▪ MISCELLANEOUS - PROPOSED EXCAVATION apse n Gering 375 Carom, DA L, Yw90I . L 01011) 7944200 CONSTRUCTION NOTES: 0 DIRECTIONAL . BORE UNDER ASPHALT STREET AND INSTALL (1) 4 "0 HDPE CONDUIT. PULL (1) FIBER CABLE AND (3) 1 1/4"0 INNERDUCTS THROUGH. SURVEY STA 7 +68 SEE SHEET 16 OF 32 SURVEY STA 9 +01 SEE SHEET 14 OF 32 STREET UTILITY PLAN VIEW 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). 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 BACKF1LL 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 INTERFERENCES AND AGREE TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. PERMIT JOB #: 10100024 ENGR: ECLIPSE. ENGINEERING I THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. I PROJ. #:308820 -0007 PHASE 1 File name: pro_ug.dwg Date: 11.16.01 IS heet 15 of 32 umber: L )7TTUifiti �Ifh'T I. inch Ins 1 • Wl,l • „:111111111.111111101111[11,1111.1.1,11.111 IliIFII.LLI:ulli'IEJIlIiJ.I:ii l(ili I i - I I I I I I I: �'I g. •' W� , I. IIII L II I IIII1IIIIIIIII � IIJllllllll � _ I I IIIIIIIII I IIII �IIII I 1 33 7 . N 1 ' \ \ 1 \ PFL '7HwS VAULT \ \ PROPOSED VAULT . \ '• \ I ..' \ \ •. �. \ COM 1.40 VAULT ° \ \ � �\ \ • . COM BORE SIRS • SCALE 10 20 inch = 20 1G ( 1N FEET) o === 11.16.01 EE: R. DESMET . Designed 11.16.01 � EE: C. NEILSEN Drawn L 11.16.01 R. DESMET Checked \ \ y\ ; J 4 VAULT START: STA 10 +75,L33' 1 ° f �< \\ END: STA 6 +80,L21 ) \ \ l k C3-° . Ps \ \ • / UTILITY LEGEND ELECTRIC ® GAS COMMUNICATIONS - WATER - SEWER ' STORM " — MISCELLANEOUS PROPOSED EXCAVATION • SURVEY STA 7 +68 SEE SHEET 15 OF 32 THE LOCATIONS OF UTILITIES SHOWN ON THE, PLANS ARE APPROXIMATE. ALL • UTI LITY LOCATIONS SHALL BE VERIFIED CONSTRUCTION NOTES : URI ° UNDERGROUND CONSTRUCTION. N LOCATION E CENTER (1- 800 - 424 - 5555). • - • THE CONTRACTOR. AT HIS OWN EXPENSE. 0 DIRECTIONAL BORE UNDER ASPHALT STREET SHALL MAKE EXCAVATIONS NEC BORINGS AHEAD IN THEW L NE.- TO S OF LOCATIONS OF AND INSTALL (1) 4 "0 HDPE CONDUIT. UTILITIES AND UNDERGROUND PULL (1 FIBER CABLE AND (3) 1 1/4”0 •. TI STRUCTURES. IT IS U�ITIES OTHERILL BE INNERDUCTS THROUGH. INTER UNDERSTOOD UNDERGROUND PIPES, DRAINS OR 0. INSTALL (1) 444LA VAULT IN GRAVEL SHOULDER STRUCTURES ENCOUNTERED THAT ARE NOT SHOWN OR AREAS SHOWN ON - SHEET 31. RETRIEVE EXISTING INCORRECTLY ON THE Y OR THAT PER '' INCORRECTLY HAVE NOT BEEN PREVIOUSLUSLY DISCOVERED SUALOR AGREES ' AT &T STORAGE IN PFL VAULT AND PLACE IN T THE FIELD. THE CONTRACTOR USUAL , � THIS IS A NORMAL AND U OCCURRENCE IN THE CONSTRUCTION OF PROPOSED AT &T VAULT. LEAVE .100 ' UNDERGROUND IMPROVEMENTS. COIL IN FURTHERMORE. BIDDERS UNDERSTAND PROPOSED VAULT (FEED SOUTH). AND AGREE THAT WORK IN CASES PROXIMITY E TO MUST BE ' E IN CLOSE C D 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 PA TONTR OL, ADDITIONAL AND PAVEMENT AND BACKFlLL CO 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 AND CONFLICTS AND REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY RELOCATIONS DUE TO SAID STREET UTILITY PLAN VIEW .: INTERFERENCES. OM dldd■■ III. ._. - cliff nO"' -a'-'S 375 Comma �30i lesidA WA MIS Ram C200,144300 PERMIT JOB #: 10100024 PROJ. #:308820-0007 PHASE 1 File name: pro_ug. dwg Sheet e Number: 16 o 32 ENCR: ECLIPSE ENGINEERING H I THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. Date: ,,., 6.0, iI II Ij`I°II111rIIITfifi 8 ' 1 1 . 1 1 i I I' 11111:1 1 111 j'FI TI \'.:•I 3• 4 _.• IIIIII flI.l .Il i , lli.�1111 I 1111101 11) 11111II11= 11 1IIllli111111 , 11 � 1111l111I � lIIIIIIIIIIII t I milli 1))„ 11)Ih III Il 1111111_ .: 5> 6 SCALE 0 10 20 1 Inch = 20 it ( IN FEET ) C 0 0 co 0 (o UTILITY LEGEND INN ELECTRIC NIE GAS MN COMMUNICATIONS MO WATER - SEWER MO STORM MI MISCELLANEOUS MN PROPOSED EXCAVATION Cl, Jur POWER CONCRFTF WAI POWER CONCRETE WAI POWER POWER CITY OF SEATTLE EASEMENT S —MH CB SEE TUKWILA PHASE 2 FOR CONTINUATION ROW CONSTRUCTION NOTES: O DIRECTIONAL' BORE UNDER ASPHALT STREET AND ,INSTALL (1) 4 "95 HDPE CONDUIT. PULL (1) FIBER CABLE AND (3) 1 1/4"O INNERDUCTS THROUGH. O INSTALL (1) •660LA VAULT IN ASPHALT STREET PER DETAIL ON SHEET 31. LEAVE 100' COIL IN PROPOSED VAULT. COM STORM I NTERURBAN AVE. 0 4. PROPOSED VAULT 1 STREET UTILITY PLAN VIEW 0 ST—MH I I . _ • -185' '7 ,D IREC,rtor AL :i : I I M7 CB 0 BORE OS START: STA 12 +38,L5' END: STA 14 +28,L5' STORM 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). 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 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 SLOUCHING 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 INTERFERENCES AND AGREE TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. PERMIT JOB #: 10100024 ENGR: ECLIPSE ENGINEERING I THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. I PROJ. #:308820 -0007 PHASE 1 File name: pro_ug.dwg Date: 11.16.01 Sheet 17 of 32 Number: Inch 1116 '.' • I I I 0 0 . fi t 11111LII:LI1U1111.I.1 LII.I 111 11111,11 II I I I I I I II I I I,I'I 11 61 1111111111IIt11.111 • N I . BORE WO Cl) 2 START: END: STA 14 +28,L5' STA 14 +28,L41' J . CSI VAT1ON CB vaaLiammials SCALE DRIVE WAY —ROW .. / uLL ROW 0 10 20 — 1 Inch = 20 ft. ( IN FEET ) PROPOSED VAULT 0 PFL VAULT y CA W Cb m N I m m Chill N ^t3 COM I POWER Designed Drawn Checked A 13 +96 SEE SHI SL � fur STORM © ,4 jwrieta, 0,"'A, _— O _ C9 CB - — M � — _— __— __- —_ - — _— -- — _ - _ -� I BORE PIT " ; r ?;� .e, 0 EE: R. DESMET EE: C. NEILSEN EE: R. DESMET _ __ — -- W eer % — - - — -- - _ _ _ — �/ _ _ — INTERURBAN AVE D1` °0' -- ' C o N o ,____ a — -- — ---___ —.- — _ < . G y I In In - SIAR BORE — -- tM80 _— + �_ STA 14 +28,L5' START STA 20 +81,L5' -- END: END: il UTILITY LEGEND CB rore, CB EOP • • • , _ ELECTRIC ME GAS � COMMUNICATIONS - WATER SEWER - STORM MISCELLANEOUS PROPOSED EXCAVATION THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL CONSTRUCTION N O T E S . P WOR LOC ONS TIONS R CTION BE LL T EO PRIOR TO CONSTRUCTION. CALL THE UTILRIES UNDERGROUND LOCATION CENTER (1 -800- 424 - 5555). 1 THE CONTRACTOR, HIS OWN EXPENSE. DIRECTION BORE UNDER ASPHALT STREET 1 SHALL MAKE EXCAVATIONS AND BORINGS AND INSTALL ( 1) 4 '0 HDPE CONDUIT. ETTERMNE THE EXACT LOCATIONS O ' TO UTILITIES AND UNDERGROUND PULL (1) FIBER CABLE AND (3) 1 1/4"0 STRUCTURES. INNERDUCTS THROUGH. IT IS UNDERSTOOD THAT THERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR DIRECTIONAL BORE UNDER ASPHALT STREET NOT SHOWN OR AREAS SHOWN O STRUCTURES ENCOUNTERED THAT ARE INCORRECTLY ON THE PLANS OR THAT AND INSTALL (2) 4 0 HDPE CONDUIT. HAVE NOT BEEN PREVIOUSLY DISCOVERED IN THE FIELD. THE CONTRACTOR AGREES THIS IS A NORMAL AND USUAL PULL 1 FIBER CABLE AND (3) 1 1/4"0 OCCURRENCE IN THE CONSTRUCTION OF UNDERGROUND INNERDUCTS THROUGH. FURTHERMORE, BIDDERS M UNDERSTAND • AND AGREE THAT WORK IN SOME CASES MUST BE DONE IN CLOSE PROXIMITY TO SAID ST AND UNDERGROUND PIPES. O INSTALL (1) 444LA VAULT IN CONCRETE DRAINS AND STRUCTURES NOT SHOWN ON THE NWHICH MAY RMAA . SIDEWALK PER DETAIL ON SHEET 31 . CHANGE GH IG OPERATIONS AND ND MAY CAUSE SLOUGHING OF THE TRENCH. ADDITIONAL TRAFFIC CONTROL, ADDITIONAL RETRIEVE EXISTING' AT &T FIBER STORAGE PAVEMENT AND BACKFILL COSTS AND TIME. THE IN PFL VAULT AND PLACE IN PROPOSED VAULT. REASONABLE NUMBER CONTRACTOR OF AGREES THESE THAT A OCCURRENCES IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE BIDDERS AGREE TO PROVIDE FOR R A STREET U TILITY PLAN VIEW D CONFLICTS AND INTERFERENCES REASONABLE AMOUNT UNT O OF TIME FOR DESIGN C AND/OR O UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. T � `.� , )ltl��i�ng m O�rp�Y}k>f.,ll.IY WI O Sari% MA roam ) j p PERMIT JOB #: 10100024 T HIS IS PROPRIETARY INFORMATION -NOT FOR DISTRIBUTION. PROD. #:308820 -0007 PHASE 1 Number: 18 OI 32 of ENGR: ECLIPSE ENGINEERING D at e 1 1. 1 6 01 _uq .dwg IIi ii I !I.T' I III ILI ICI Il II i 'rrI III I[1 : 1111 . 11 _ 1 II . I . 11 Inch 1 111e °.:1I ... I � III 2 1 I I 1 .. ( i � 4 I �I I 1 1 5I I I �I ( . III I. 46 £ B . Z " 1 . WO IIILII1 ILllllll1111lllllLnlllililunll. IIIIIlIl �IIIILLIII /i lllflllll Jli111 IIII II1 VIII_ III I: {`I iLI It 'f " I�i IIf III JI I III III (II .ijl'1TI ( {I l ' 1i1- .. I L . L . LI . 1 I I I 2L,.• 4I I 3) I, I .� I I II -1 I I 1 6) Inch 1(18 5L VL £ ZL LL '. 6;1 ` 8 L 9 ".' 5 q £ i Z W n�nnliiil�uuIIII t11ll . IEIiJIEIi1.1 :11111111.J.i.iI 011 II .i1 I1. 1111111.l{a{I IIUIIVInnI1I�1J111_110 00IIIII , 1.11lii{O I1__— N • r 0 r r V^ • SCALE 10 20 1 inch = 20 ft ( IN FEET) SIDEWALK COM PFL DUCTS —I POWER POWER ITA 19 +76 SEE SHEET 20 OF 32 rA 16 +86 SEE SHEET 18 OF 32 .�) ) • �L� • J • EOP ",Ea II. f/ l uMDJO pau6 sa0 Checked • CB STORM 50' n,h p'!1Wdi? CB — _-_ ----- 0 U STORM I — — O ` il`l � •. . r 2 n 653' U p U O W _ �— -- DIRECTIONAL BORE ; --- 5 I - 1 EE: R. DESMET EE: C. NEILSEN EE: R. DESMET WORLDCOM VAULT _ I I I o o I '�' I ° — .1 ° re • a I. 0 _ BORE 010 < G 0 • In — - 10'9t'tt l0'91'lt t0'91't t __ __ START: STA 14 +28,L5' END: STA 20 +81,L5' ) coi ,- _ `' VAULT COM CB COM CB Y /i1 UTILITY LEGEND EOP • I . ELECTRIC CAS — COMMUNICATIONS - WATER — SEWER STORM MISCELLANEOUS PROPOSED EXCAVATION • THE LOCATIONS OF UTIUTIES APPROXIMATE.H ALL ON PRIOR TO CONSTRUCTION. CALL THE CON S T R U C T I 0 N N 0 T E S . UTILITY LOCATIONS SHALL BE VERIFIED • UTILITIES UNDERGROUND LOCATION CENTER (1 -800- 424 - 5555). THE CONTRACTOR, AT HIS OWN EXPENSE, O DIRECTIONAL BORE UNDER ASPHALT STREET SHELL MAKE EXCAVATIONS AND BORINGS AHEAD NECESSARY, TO DETERMINE OF THE WORK. THE EXACT LOCATIONS LOCATIONS OF AND INSTALL (1) 4" 0 HDPE CONDUIT • ST UNDERGROUND STRUU URES. PULL (1) FIBER CABLE AND (3) 1 1 /4 "0 STRUCTURES. IT IS UNDERSTOOD THAT THERE WILL BE INNERDUCTS THROUGH, 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, OL, ADDDITIONAL 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 AND AGREE TO N PROVIDE FOR REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY STREET UTILITY PLAN VIEW RELOCATIONS DUE TO SAID INTERFERENCES. CUM (Yriryt�1�� 7 nginccr g ' . 201 Nan* IVA NIP Pm= (206)3944200 Sheet �f Number: 19 of 32 PERMIT JOB :: 10100024 (THIS IS PROPRIETARY INFORMATION -NOT FOR DISTRIBUTION. .. PROJ ■ #.308820 -0007 PHASE 1 File name: pro_ug,dwg ENGR: ECLIPSE ENGINEERING Date: 1 1.16.01 III I: {`I iLI It 'f " I�i IIf III JI I III III (II .ijl'1TI ( {I l ' 1i1- .. I L . L . LI . 1 I I I 2L,.• 4I I 3) I, I .� I I II -1 I I 1 6) Inch 1(18 5L VL £ ZL LL '. 6;1 ` 8 L 9 ".' 5 q £ i Z W n�nnliiil�uuIIII t11ll . IEIiJIEIi1.1 :11111111.J.i.iI 011 II .i1 I1. 1111111.l{a{I IIUIIVInnI1I�1J111_110 00IIIII , 1.11lii{O I1__— rrr SCALE 10 • 20 I inch = 20 ft. ( IN FEET ) u C O 0 C 0 Cc UTILITY LEGEND - ELECTRIC • GAS - COMMUNICATIONS - WATER - SEWER - STORM — MISCELLANEOUS - PROPOSED EXCAVATION clipse ngineesin8 ma...r.ar•S..sr.m Sergs, MA Pbomm C100) 0 044300 CONSTRUCTION NOTES: O DIRECTIONAL BORE UNDER ASPHALT STREET AND INSTALL (1) 4 HDPE CONDUIT. ' PULL (1) FIBER CABLE AND (3) 1 1/4"0 INNERDUCTS THROUGH. O INSTALL (1) 444LA VAULT IN ASPHALT STREET PER DETAIL ON SHEET 31. LEAVE 100' COIL IN PROPOSED VAULT (STA 20 +81,L5'). STREET UTILITY PLAN VIEW THE LOCATIONS OF UTIUTIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. CALL THE UTILITIES UNDERGROUND LOCATION CENTER (I -800- 424 - 5555). 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 INTERFERENCES AND AGREE TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. PERMIT JOB #: 10100024 ENGR: ECLIPSE ENGINEERING I THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. PROJ. #:308820 -0007 PHASE 1 File name: pro_ug.dwg Date: 11.16.01 Number: 20 of 32 Number: iI II'I T{ .1�1 I��T II( '1 1 1 II Inch • the II1 56 P1 £ I. UIIII111[1111liili. iii,iiii1IU.111�II iiii 111 I)I };II III 11 I .III 1 [� . ► III {I{ �. It h}1' I I � I II i III' 111 II'I I II 3I I . I :4 I 5 1. ; ,6 ::11 1111 I I I I � U I I I I I I I I I I I LI I I I ILI I I I I II I I I.I I I I I I.I I I I I I I I_:_ I • . • WSDOT MON. I . COM POWER • 1r 'ri STORM CB 4 : 2 r ?y- C1}i !:I'iKt STORM •'.. '1:4'1. 0 2'- - PROPOSED � %/%�� / � ... �_ �'i'���% � — — I INTERURBAN AVE. I M— ® iI,%�� . %��� � .. - �°� ° L �'� /, l � / / / /iI�iII/II/, I� / � �1�IIjIYI/�iI�iI II iIGi�il�i�V N BORE MI111 _ BORE X11 O • . -. ST ) COM ' STA 20+81,L5' !. END: STA 20 +811,L5' {START: END: STA 30 +93,L5' ) rrr SCALE 10 • 20 I inch = 20 ft. ( IN FEET ) u C O 0 C 0 Cc UTILITY LEGEND - ELECTRIC • GAS - COMMUNICATIONS - WATER - SEWER - STORM — MISCELLANEOUS - PROPOSED EXCAVATION clipse ngineesin8 ma...r.ar•S..sr.m Sergs, MA Pbomm C100) 0 044300 CONSTRUCTION NOTES: O DIRECTIONAL BORE UNDER ASPHALT STREET AND INSTALL (1) 4 HDPE CONDUIT. ' PULL (1) FIBER CABLE AND (3) 1 1/4"0 INNERDUCTS THROUGH. O INSTALL (1) 444LA VAULT IN ASPHALT STREET PER DETAIL ON SHEET 31. LEAVE 100' COIL IN PROPOSED VAULT (STA 20 +81,L5'). STREET UTILITY PLAN VIEW THE LOCATIONS OF UTIUTIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. CALL THE UTILITIES UNDERGROUND LOCATION CENTER (I -800- 424 - 5555). 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 INTERFERENCES AND AGREE TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. PERMIT JOB #: 10100024 ENGR: ECLIPSE ENGINEERING I THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. PROJ. #:308820 -0007 PHASE 1 File name: pro_ug.dwg Date: 11.16.01 Number: 20 of 32 Number: iI II'I T{ .1�1 I��T II( '1 1 1 II Inch • the II1 56 P1 £ I. UIIII111[1111liili. iii,iiii1IU.111�II iiii 111 I)I };II III 11 I .III 1 [� . ► III {I{ �. It h}1' I I � I II i III' 111 II'I I II 3I I . I :4 I 5 1. ; ,6 ::11 1111 I I I I � U I I I I I I I I I I I LI I I I ILI I I I I II I I I.I I I I I I.I I I I I I I I_:_ I • I I $ SCALE 0 f0 20 1 Inch 20 ft ( IN FEET ) a O w 9 w Z U c U W O ID NS ammo Or. O., Sole m IVA ! um p06) „ �4 T i 0 UTILITY LEGEND III ELECTRIC ® GAS — COMMUNICATIONS - WATER 1111 SEWER STORM - MISCELLANEOUS PROPOSED EXCAVATION clipse ngin^nng STORM CB GARDEN STRIP O ./7W wilzWoZrZ 7r CB COM DIRECrIONFegi E S '" sn WORLD COM VAULT STORM O INTERURBANAVE. o + + BORE 011 • START: STA 20 +81,L5' END: STA 30 +93,L5' in CONSTRUCTION NOTES: O DIRECTIONAL BORE UNDER ASPHALT STREET AND INSTALL (1) 4"93 HDPE CONDUIT. PULL (1) FIBER CABLE AND (3) 1 1 /4"O INNERDUCTS THROUGH. COM - SIDEWALK POWER STREET UTILITY PLAN VIEW I 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 (I -B00- 424 - 5555). • 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 PUNS 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 UTILTIES 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 INTERFERENCES AND AGREE TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. PERMIT JOB #: 10100024 ENGR: ECLIPSE ENGINEERING THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. PROJ. #:308820 -0007 PHASE 1 File name: pro_ug.dwg Date: 11.16.01 Number: 21 of 32 Number: J I. r I:9 I I It] Inch 1/16 :. I I111 ■ 1111 wilpiotritylip-pil iro ` r � I1•Fl.I III Iiiitl1i111111lI lInE1.1111t1in iinliitiini��II 1. 7.1.1l1_1lVIIIIl I I Al lllll_IZ11�1111J111 1III SCALE 0 10 20 inch = 20 tt. ( IN FEET ) V 3 0 0 tO ,d V U UTILITY LEGEND - ELECTRIC GAS - COMMUNICATIONS - WATER - SEWER - STORM - MISCELLANEOUS - PROPOSED EXCAVATION TWTC VAULT PFL VAULT T T T COM VAULT VAULT � 0 m CITY OF TUKWILA .VAULT USWEST DUCTS CONSTRUCTION NOTES: O DIRECTIONAL BORE UNDER ASPHALT STREET AND INSTALL (1) 4"c6 HDPE CONDUIT. PULL (1) FIBER CABLE AND (3) 1 1/4"0 INNERDUCTS THROUGH. 5 ' I 1 WUHLU SUM POWER U, U -- -COM G ST -MH SEWER VAULT 1012' SIGNAL POLE ELI VAULT SIB AL VAU 7\ DIRECTIONAL BORE N SEWER VAULT SEWER ( BORE #11 START: STA 20 +81,L5' 1 ENO: STA 30 +93;L5' — J SIGNAL VAULT TRAFFIC SENSOR CB C. S USWEST DUCTS SEWER POWER INTERURBAN AVE. 0 m 18' COM CV THE BIDDERS AGREE TO PROVIDE FOR THESE CONFLICTS AND INTERFERENCES AND AGREE TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. 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). 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 SLOUCHING 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. PERMIT JOB #: 10100024 ENGR: ECLIPSE ENGINEERING I THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. PROJ. #:308820 -0007 PHASE 1 File name: pro_ug.dwg Dote: 11.16.01 Sheet 2 2 of 32 Number: III( �"� ' �I� 111' I I..II I I I I 1 91. bII6 IIIIIII� III II 11 1111 111111111 11 I I I 1111 1 11 1 I I :1 I 1 I I I I I I 1 11,11 'I 5: 61 i 1i1U ��lil�IlII I liilli � ._: li I nill i.irl � uu.1111k1111111 � iii i k 111 1.11.1111. J illli i lii' )I)i�i, 1 1.11 11 ILIILIJ L , 6 I „ WO LLIIIIjI.I II�ILIIIIIII� .11111I!.!I 1111111 11 .f N S DRIVEWAY SURVE' SEWER • SCALE RVEY STA 28+46 SEE SHEE SEWER VAULT Huw COM SIGNAL 0 10 20 Inch 20 !L. ( IN FEET ) SEWER \VAULT :� �• I " I VAULT '' PFL DUCTS _ POLE • 5 Y STA 31 +36 SEE SHEET 24 OF 32 POWER ��4 TS ■ � • GARDEN STRIP • ( • J • Designed Drown Pe �� • . B BO 012 (START: L END: STA STA + j • — — ---' — —_ GAS — — — — DIRECTIONAL SORE i [MONUMENT INTERURBAN AVE. .4 1 PROPOSED -- r E: R. DESMET EE: C. NEILSEN 1321S30 '21 :33 N —I —I I I 1 — I 0 0 0 0 , o + + rn a + + - z WORLDCOM VAULT — --N N — — - - -- M —Y) i7— - C a i G 6 In S G In In �1, BORE #11 n Z \{ START:STA2O+8LL51 i - — 11.16.01 1 11.16.01 1 1 10'91'11 — -- — — USWEST DUCTS UTILITY LEGEND EOP ' . - ELECTRIC _ GAS COMMUNICATIONS - WATER SEWER STORM MISCELLANEOUS PROPOSED • EXCAVATION THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED CONSTRUCTION NOTES PRIOR TO CONSTRUCTION. CALL THE UDERROUD LOCATION O D IRECTIONAL BORE UNDER ASPHALT STREET i� AND INSTALL (1) 4 0 HDPE CONDUIT. PULL (1) FIBER CABLE AND (3) 1 1/4”0 INNERDUCTS THROUGH. O INSTALL (1) 444LA VAULT IN ASPHALT STREET PER DETAIL ON SHEET 31. LEAVE 100' COIL IN ,PROPOSED VAULT (STA 30 +93,L5'). • • . . s_rREET I I . ' 1 \I/ LA • CENTER (1- 800-424 - 5555). CONTRACTOR, AT HIS OWN EXPENSE. SHALL MAKE EXCAVATIONS AND BORINGS , AHEAD OF THE WORK. AS NECESSARY. TO DETERMINE HE EXACT LOCATIONS OF • UTILITIES STRUCTUR S D UNDERGROUND IT IS F T THERE WILL BE UNDERGROUND PIPES, DRAINS OR OT OWNOR SHOWN T ARE INCORRECTLY ON THE PLANS OR THAT IN BEEN PREVIOUSLY THE FIELD.HEVIOUSL DISCOVERED RREES THIS IS A NORMAD 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 CAUSE SLOUGHING THE TRENCH, ADDITIONAL TRAFFIC FIC CONTROL, TH TH ROL, ADDITIONITION A 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 TO PROVIDE FOR THESE CONFLICTS AGREE AND INTERFERENCES I AND AGREE TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. �Irlr■■ = = cli tse n gmeenng 375 Gagems 1 � � E. Elcr iwilA WA NIP PERMIT JOB ,: 10100024 THIS INFORMATION PROJ. File name: pro dw _ug,g Sheet Number: 23 of 32 ENGR: ECLIPSE ENGINEERING IS PROPRIETARY - NOT FOR DISTRIBUTION. ( #.308820 -0007 PHASE 1 Date: 11.16,01 I nill i.irl � uu.1111k1111111 � iii i k 111 1.11.1111. J illli i lii' )I)i�i, 1 1.11 11 ILIILIJ L , 6 I „ WO LLIIIIjI.I II�ILIIIIIII� .11111I!.!I 1111111 11 .f A SCALE p - t0 20 Inch - 20 ft. ('IN FEET ) E C rn 4, 0 0 to O Q 0 10 0 to UTILITY LEGEND - ELECTRIC IN GAS — COMMUNICATIONS _ WATER MI SEWER - STORM — MISCELLANEOUS IN PROPOSED EXCAVATION clipse nglneering mCu/oN11DAL,210201 •' 01011) „ 111 4 ~ 11Y !00 0 W W m O ca DRIVEWAY PERMIT STORM VAULT SIGNAL SIGNAL VAULT ' VAULT 4" GAS ENGR: ECLIPSE ENGINEERING 8 N CONSTRUCTION NOTES: O DIRECTIONAL BORE UNDER ASPHALT STREET AND INSTALL. (1) 4"0 HDPE CONDUIT. PULL (1) FIBER CABLE AND (3) 1 1 /4"0 INNERDUCTS THROUGH. JOB #: 10100024 POWER EOP W UM ROW EOP PFL DUCTS SR,NAL • tl POWER I slam DIRECTIONAL BORE SIGNAL VAULT SL I THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. AS STORM INTERURBAN AVE. 8 USWEST DUCTS STREET UTILITY PLAN VIEW BORE 012 START: STA 30 +93,L5' - END: STA 39T70,LS' DRIVEWAY POWER PROJ. #:308820 -0007 PHASE 1 STORM MANHOLE C STORM MANHOLE 8 + File name: pro_ug.dwg .Date: 11.16.01 ROW THE BIDDERS AGREE TO PROVIDE FOR THESE CONFLICTS AND INTERFERENCES AND AGREE TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTIUTY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. CALL THE UTILITIES UNDERGROUND LOCATION CENTER (1 -800- 424 - 5555). 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 SLOUCHING 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. Sheet Number: 24 of 32 N 1 111 I I I I I (I • Inch ...' 1H8 I bI a z� . • iIIIIl ileili1I1uii.I1 I_ lul.I:fl). lu i.i(aii.11iii 1111111, ,11iE1 t'III.1.1TRII6 IIIIIIIItIIIIIIIjI IIIIIIIIIIIIIIIIIIIIIII____ SCALE 0 10 20 1 inch 20 ft. ( IN FEET ) C N 0 0 10 C 0 0 O 0 0 UTILITY LEGEND MI ELECTRIC ® GAS COMMUNICATIONS - WATER IMO SEWER - STORM MISCELLANEOUS El PROPOSED EXCAVATION SIGNAL ROW COM -POWER 4.. G45 CONSTRUCTION NOTES: O DIRECTIONAL BORE UNDER ASPHALT STREET AND INSTALL (1) 4 "o HDPE CONDUIT. PULL (1) FIBER CABLE AND (3) 1 1/4"o INNERDUCTS THROUGH. O INSTALL (1) 444LA VAULT PER DETAIL ON SHEET 31. LEAVE 100' COIL IN PROPOSED VAULT (STA 39 +70,L5'). SIGNAL YAHtT COM CB INTERURBAN AVE. Rob POWER USWEST VAULT • COM USWEST VAULT 877 CRI... STREET UTILITY PLAN VIEW ROW 0 m BORE #12 START: STA 30 +93,L5' END: STA 39470_5 USWEST DUCTS STORM WORLDCOM VAULT CAS C 1 0 W Gi SIGNAL SIGNAL VAULT VAULT C 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). 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 SLOUCHING 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 INTERFERENCES AND AGREE TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. PERMIT JOB #: 10100024 ENGR: ECLIPSE ENGINEERING 1 THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. PROJ. #:308820 -0007 PHASE 1 File name: pro_ug.dwg Date: 11.16.01 Number: 25 of 32 • � '• 1.1111I 14 11 i 11l I I 10111 1 J i.1 I 111I11f I .rnp Inch 1/18 11 Ill1LU_I111111 i.1iI I.III i111.11i1I � ii.lnillii(Ii'1i1 111 .111: 1 FI i 11, 1 I 1 11.:1 11 , 1'� 1 1' 1 I 1 I I' 1 I I r 1, : 41 ;5 1 � I I 1 I . • `.'I c.1 0 W Q T 03 ' " SIDEWALK 1 SOUTHBOUND FREEWAY OFF RAMP SIGNAL CABINETS �� ® I t , r o rl ni A n • r cvuet SIGNAL SIG POLE ROCK GARDEN ..4 SIGNAL •I ROW POWER vn�u VAULT ■ ■ ASPHALT , VAULT VA SIGNAL � . VAULT POWER ` // PR "— SIGNAL VAULT _---- STORM SIDEWALK VAULT E LI := TUKWILA ; VAULT VAULT ■ PFL DUCT RUN 0 i SIDEWALK % GARDEN SIGNAL VA LT VAULT ,y L. •!1:'4', 0 /CBV TRAFFIC SENSORS O WATER WATER l ` WATER — —`� GAS TRAFFIC SENSORS CA-, — 121EciRWAL BM" INTERURBAN I ® PROPOSED AVE VAULT _ o 0 ` UM 0 0 voi fn BORE 012 IA N © a- y BORE 013 , START: STA 30 +93,L5'_ END: STA 39-7 T0,L5' COM START: C END: STA 39 +70,L5' STA 49 +13,L5 I I SCALE 0 10 20 1 Inch 20 ft. ( IN FEET ) to C 0 0 to 0 to 3700mo..Dw/.,11.14001 P Y . WA „ b441 00 UTILITY LEGEND - ELECTRIC ® GAS III COMMUNICATIONS NE WATER ill SEWER MI STORM — MISCELLANEOUS PROPOSED EXCAVATION clipse ngmeenng Ca 6 Cit N CONSTRUCTION NOTES: 0 DIRECTIONAL BORE UNDER ASPHALT STREET AND INSTALL (1) 4" o HDPE CONDUIT. PULL (1) FIBER CABLE AND (3) 1 1/4"o INNERDUCTS THROUGH: STREET UTILITY PLAN VIEW IT IS UNDERSTOOD THAT THERE WILL BE INTERFERING UTIUTIES 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 SLOUCHING 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 INTERFERENCES AND AGREE TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. a V m 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). 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. PERMIT JOB #: 10100024 ENGR: ECLIPSE ENGINEERING I THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. I PROJ. #:3088204007 PHASE 1 File name: pro_u9.dwg Dote: 11.16.01 Number: 26 of 32 Number: ' III vI� • a (� zI� � c o i_" s e: c �... IIIIhiIIIII _LLLUIlluIII.IIt,II ]1U.II )IIIlIIUhiI��IIII�I��i III'nlIHd!IIII1IlIII ItJ {I��1LII1nn1,111 IIUhIII ]JI!i �i��l��!III�lllnn1111.1 __ r I ) Inch': 1/18' I I t, II I I 1:1 1:1 11:1,1f:11 itriffir, 111 I' iintim illllili�.Iii IIII �Ii�iII�II�i�nIi111�LLi11iiI1I1i1iliii► p i � IE Z L WO 1 uu j�IIIlll nllnii� SURVI INTERSTATE 5 • OVERPASS INTERSTATE 5 OVERPASS . . Su UNKNOWN — 0) — VW IRVEY STA 42 +97 SEE SHEET 28 OF 32 SCALE • UNKNOWN • VAULT 0 10 20 inch = 20 ft, (IN FEET) VAULT UNKNOWN \� — M ml EY STA 40 +07 SEE SHEE1 ■ VAULT III In UNKNOWN VAULT VA STORM ULT SIGNAL CAUL r' ' VAULT Ply 'I''+ v�� ■ TS r'`f• !"' 1"rr ® ® ® TS Designed Drawn p CB % 'JAuu CB I O — STORM • O _— GAS — - 4.c,, _ `�- - - " — WATER P 156.04 ___ — — _ 1 EE: R. DESMET FF, C_ NEILSEN INTERURBAN AVE --, DIRECTIONAL BORE T _ r 26OF32 I ���{ I o o _ -- I o in I Ln BORE 011 _ 11.16.01 11.16.01 LO'91.11. — — — ,— END: STA — — — — — — . :e•;..i!i - i - UTILITY LEGEND . - ELECTRIC COS — COMMUNICATIONS - WATER - SEWER - STORM - MISCELLANEOUS PROPOSED ` EXCAVATION THE THE PLANS O ARE APPROXIMATE. SHOWN ON PRIOR TO CONSTRUCTION. LL RUCTION. CA THE CONSTRUCTION N 0 T E S UTILITY LOCATIONS SHALL BE D UTILITIES UNDERGROUND LOCATION CENTER (1- 800 - 424 - 5555). _ THE CONTRACTOR, AT HIS OWN EXPENSE, DIRECTIONAL BORE UNDER ASPHALT STREET SHALL MAKE EXCAVATIONS AND BORINGS AHEAD F THE WORK, AS NECESSARY, TO DETERMINE THE EXACT LOCATIONS OF O AND INSTALL (1) 4" O HDPE CONDUIT UTILITIES AND UNDERGROUND PULL (1) FIBER CABLE AND (3) 1 1/4"o STRUCTURES. - IT IS UNDERSTOOD THAT THERE WILL BE I N N E R D U CTS THROUGH. , 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, C CONTROL. THE DDENCH. ADDITIONAL VEFI ONL PAVEMENT AND D B ACKFILLKFlLL 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 R CONFLICTS OVO AMOU PR REASONABLE ANDA EE NT OF E TIME FOR FOR STREET UTILITY PLAN VIEW DESIGN CHANGES AND/OR UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. OId11■■ AIM. C 8C name^ -"'b 77lC1.NsMDc/- /■Ys90i ism* IVA MSS PY�c 'l9�4UOD File name: pro_ug.dwg Sheet �f Number: 27 of 32 PERMIT JOB : 10100024 THIS IS PROPRIETARY INFORMATION -NOT FOR DISTRIBUTION. I PROD ■ #.308820 -0007 PHASE 1 ENGR: ECLIPSE ENGINEERING Dote: „ , 6 0 , r I ) Inch': 1/18' I I t, II I I 1:1 1:1 11:1,1f:11 itriffir, 111 I' iintim illllili�.Iii IIII �Ii�iII�II�i�nIi111�LLi11iiI1I1i1iliii► p i � IE Z L WO 1 uu j�IIIlll nllnii� I I a SCALE 010 20 inch = 20 11 ( IN FEET ) °u C 0 C 0 n u U C UTILITY LEGEND - ELECTRIC ®- GAS . — COMMUNICATIONS - WATER - SEWER - STORM — MISCELLANEOUS IN PROPOSED EXCAVATION cipse ngmeering 375 Corpors Dc. i. i201 � (206),M4:100 SIGNAL CABINET SIGNAL VAULT 0 a N PFL PERMIT STORM VAULT CB ' TRAFFIC __ o_VAULTS 0 a• STORM VAULT CONSTRUCTION NOTES: O DIRECTIONAL BORE UNDER ASPHALT STREET AND INSTALL (1) 4' HDPE CONDUIT. PULL (1) FIBER CABLE AND (3) 1 1/4"0 INNERDUCTS THROUGH. JOB #: 10100024 ENGR: ECLIPSE ENGINEERING 2 0 N NORTHBOUND REEWAY ON RAMP STORM VAULT WATER 943' o _/////-7. � a F ROW THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. CB" CRETE SIDEWALK STREET UTILITY PLAN VIEW ASPI IALT Drn ❑ VAULT 0 n EOP PFL SEWER VAULT I INTERURBAN AVE. BORE 013 (START: STA 39 +70,L5' l ENT - STA 49+ 13, L5' PROJ. #:308820 -0007 PHASE 1 SEWER gi VAULT SEWER 0 n a File name: pro_ug.dwg Date: 11.16.01 TS _ _ z CBE 1 4 o SIGNAL- TQ_ m Z m -- _ eo O ci "II N L THE LOCATIONS OF UTIUTIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. CALL THE UTIUTIES UNDERGROUND LOCATION CENTER (1 -800-424-5555). 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 SLOUCHING OF THE TRENCH, ADDITIONAL TRAFFIC CONTROL. ADDITIONAL PAVEMENT AND BACK FILL 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 INTERFERENCES AND AGREE TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. L, Sheet N 28 of 32 umber: I�,I Il i:�lrrl�l I!4 5 ' I I � I h!'I l i l � :I!;� II; 3 6 I IIIIL!I''1I.Il'I Ii� II IIII I Inch. 1116 .., 1 ,:, ,51 1• a • •. LI of , :' s III!l llllil LLLIl 1III�11`l ���) III�IJ�� l�Lfl ►III��IJJiI :I:� 4ILIi I. I. IIl: I1iIIIIII . (0II III�I41,Illl i ll�lll,II ,IIIIIIIIIIIIIIIIII�_; DRIVEWAY ce W o A • SEWER ® VAULT SEWERS r TS U • • PFL ROW ROW PFL " CONCRETE SIDEWALK • • V • :.i • VIAULT • j • �_ CBS / • -.. . .,..., /.,.. , _,.._... POWER. -.... • SEWER El SEWER VAULT 0 W o a • O 44' ,, —.- - -- — _ -- — DIRECTIONAL BORE INTERURBAN AVE. o o to A o m ID i 0 ce a —�— I to 6 in - in Li BORE 013 in START: STA 39+70,L5' 1 — w 3 • • — ` 3 O a — ` END: STA 49 +13,L5' J TS I I SCALE 0 10 20 1 inch = 20 St ( IN FEET ) 3 O 0 CD u V U UTILITY LEGEND MI ELECTRIC ® GAS MI COMMUNICATIONS - WATER - SEWER MI STORM MI MISCELLANEOUS MI PROPOSED EXCAVATION clipse ngineering 775OgrrrW Ds. L.lMir 701 NISI Plow C 05) 39445500 CONSTRUCTION NOTES: O DIRECTIONAL BORE UNDER ASPHALT STREET AND INSTALL (1) 4"95 HDPE CONDUIT. PULL .(1) FIBER CABLE AND (3) 1 1/4"0 INNERDUCTS THROUGH. PERMIT JOB #: 10100024 ENGR: ECLIPSE ENGINEERING STREET UTILITY PLAN VIEW I THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. J PROJ. #:308820 -0007 PHASE 1 File nome: pro_ug.dwg ,Date: 11,16.01 THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. CALL THE UTILRIES UNDERGROUND LOCATION CENTER (1 -800-424-5555). 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 SLOUCHING OF THE TRENCH, ADDITIONAL TRAFFIC CONTROL, ADDITIONAL PAVEMENT AND BACK FILL 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 INTERFERENCES AND AGREE TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. Number: 29 of 32 Number: I I I j I ' I- 1 1 i; I Inch 1116 I I I OIL'''. . . . . . •I I I I rrI IJ � I`I I � I I I I,I�'I I �.�1 1.1111111 111,1 I C I I_ H��I J udIoIII�I. LII1l �wI II �IIII�IIII�II�II�lllIIiI i���III�I POLE O EXISTING AT &T VAULT ✓u AIM I OL _ f POWER POWER I © ll • ASPHALT POWER .. ... ° ROW .. TUKWILA .,....: .....': . SIGNAL • ' I " _. MANHOLE • CONCRETE SIDEWALK' BUS STOP VAULT 4. CBU EOP co PFL BORE #14 • STORM START: END: STA 49 +13,L5' ..c�,.,� { ' I ' ? ?` '"`� � MANHOLE STA 49 +13,L72' C 4S PROPOSED VAULT WATER © 1 SEWER VAULT "s1<'• ^I::aa,,,, f . INTERURBAN AVE. — DIRECTIONAL BORE (_ W I J I ' n BORE 0113. _� __ n in - (START: STA 39 +70,L5' — — —l.: END: STA 49 +13;L5' _ I I SCALE O 10 20 1 inch = 20 It. ( IN FEET ) 0 0 0 CD ID CD UTILITY i LEGEND MI ELECTRIC as GAS — COMMUNICATIONS IN WATER M SEWER MI STORM MI MISCELLANEOUS ▪ PROPOSED EXCAVATION clipse ngineering 775 Cq.s. Ds. /.61.701 lesigs. WA Y ▪ m (3066) x 194-8100 CONSTRUCTION NOTES: O DIRECTIONAL BORE UNDER ASPHALT STREET AND INSTALL (1) 4"� HDPE CONDUIT. PULL (1) FIBER CABLE AND (3) 1 1/4"0 INNERDUCTS THROUGH. O INSTALL (1) 444LA VAULT PER DETAIL ON SHEET 31. LEAVE 100' COIL IN PROPOSED VAULT (STA 49 +13,L5'). O 4 1/2"0 CORE DRILL THROUGH EXISTING AT &T VAULT AND CONNECT (1) 4 HDPE CONDUIT. LEAVE 100' COIL OF FIBER IN EXISTING AT &T VAULT. SPLICE PROPOSED FIBER INTO EXISTING SPLICE 39E. STREET UTILITY PLAN VIEW THE LOCATIONS OF UTILTIES 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). ' 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 SLOUCHING 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 INTERFERENCES AND AGREE TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. PERMIT JOB #: 10100024 ENGR: ECLIPSE ENGINEERING PROJ. #:308820 -0007 PHASE 1 File name: pro_u4.dwg Date: 11.16.01 Sheet 30 of 32 Number: I THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. ,:I EIIII'TJII�I! 'Inch 1/18 '... III iI II•I_ilI 'fI1. TTI I LL: I LIl 1�'I j "i >1�,1.1 . I . I . . III ... (- . l � I': 51 I . : .6I 5 I � b � v . Z II1P.. • A • .I I .nll I_ iii l.1 11L liii • i 1LI 1111 I1�1.III LIi.IIIIU1JII.i.IIlI.1I.II Illli 1141111 Oil I!I)I Iilll011 1111 1111 IIIII i iI I lI II 4 11 lllZ II hill PjI ITT IIr111 1111. (I!r!I I!1, IIIII T�I_I1 4 5 11.1)NI•1Ir1171 -1. '�1��111I1,1I11, 1 2 1 Inch 1H8 L3! UI • � . �� Is I5 iq ,IZ l i l II inl uii ��IIIIH u li.ii� luil >Jii 1111.1111 II.IJIIII uiilnu Illllilli illillin i.lillli�i nnli�ii nIII jj iI1l nii Ii!IIIIII iinlnn;__1 S?ANDARD DETAILS • ROUND ACCESS ,. 30 "x10" FLANGE DOWN COVER ; St : 30 "0 CLEAR OPENING .tom•' < 800 LBS. • , (1) 10' NOTCHED STEEL CONDUIT SECTION EXISTING AERIAL POWER 15" HDG POLE BRACKET WI PIPE CLAMP (62017 BY RUT 0 EQUAL) 0 4 " " MINT OFFSET FROM POLE TYPE C STEEL -TO -STEEL ADAPTER. CAP (1) 4 "0 AT 10'. . (1) 10' NOTCHED & (1) 10' STEEL CONDUIT SECTIONS -� a N �� -' N w > = = a E � PROPOSED AT &T FIBER • • - /XISTING GROUND / 4 5/8" DIA. LIFTING INSERTS VAULT NO. 444 -LA 2,280 LBS. 2 1/2 "0 GROUND ROD KNOCKOUTS 4 3/4" KNOCKOUTS 4 EACH SIDE OPTIONAL PULLING IRON1 EACH SIDE ' �� `' ••-v i � i ' ► �W �, �, j` . N \ ` � , ` \� ' e a�l� .•-o - f . 4 - "C" CHANNELS 24" LG. LIFT HOLE 1 1/2" DIA. EACH SIDE . PLACE 8' GROUND ROD AT CLAMP AND ATTACH 10' 6 WIRE. LEAVE 4 OUT OF BOTTOM OF VAULT. e 'EE: R. DESMET Designed EE: C. NEILSEN `Drown EE: R. DESMET Checked • 3 'R, 90 7 /% // 'r ; STEEI- \ \ \ j \ \ j \ , 7'7/7/ \ \. — '% '/7-72 / / \ \ \` • DETAIL D02 (� � '� ; ° 3 Sie U 1N SER7 )) 280 V+DDER RUNG GROOVES . LBS. SPRING ASSISTED GALVANIZED DIAMOND , •�� /�\ ��;�\ \•'` •EXISTING UTILITY POLE V/` // ' " TYPE C STEEL - TO - STEEL ADAPTER DETAIL D01 1 N0.38066 RISER RECESSED LIFT HANDLE PLATE COVER WITH LOCKING LATCH ' " " 'COVER FULL 180' GALVANIZED C N�•�' P OPEN CHANNEL, ' POLE RISERS (2) ^ "`E `J 444LA MANHOLE 11.16.01 11.16.01 L0•9L'LL FINAL JOINT MUST BE SAWCUT.• SEAL WIT AS APPROVED MATERIAL. E EXISTING THICKER VG SURFACE MAGNETIC LOCATOR • TAPE (ENTIRE TRENCH EXISTING SURFACE LENGTH) AN . -3" LARGE j' %�ra 1 EACH SIDE, GALVANIZED "C" P CHANNEL 4iii 3' - 3' LG.: /� 1 EACH END, 6 DS 2 EN - �'th I AN 11li . Oil i gy; .6 , 4 a 2 SIDES ' w � , • � 3�4 „ 0 LIFT INSERT �, • n � = • MINIMUM DEPTH OF 42' -� SURFACE ERESTORATION 4 3/4' 0 KNOCKOUT 8 EACH, 4 SIDES 1 1/2 "0 LIFT HOLE 1 EACH, 2 SIDES ' BACKFILL COMPACTED TO 90% OF MAXIMUM RELATIVE DENSITY OR STONEWAY MIX 1004. COMPACT TO 95% UNDER ROADWAYS OR STONEWAY MIX 351 OR 1121. I l� ' ) / \ // \ \ \ / / / \ " \ \ ' \ / %\' ice 12 " \ // / //\ % \ � ,/ // \\ \ - ��\ `r • SU P %� \ \ /i : 6" MIN. CRUSHED SURFACE \ TOP COURSE OR .BACKFILL \ \/� COMPACTED TO 90% OF �� \/ MAXIMUM RELATIVE DENSITY OR STONEWAY MIX 1004. COMPACT ALT TOTO 95% UNDER I I ROADWAYS OR STONEWAY MIX 351 OR 1121. SELECT BACKFILL COMPACTED TO 90% OF MAXIMUM RELATIVE , DENSITY OR STONEWAY MIX TRENCH . . 1004. COMPACT TO 95% UNDER ROADWAYS OR STONEWAY MIX 351 OR 1121. "0 7 KNOCKOUT 2 EACH SIDE, GALVANIZED • 4 SIDES PULLING IRON 2 0 GROUND ROD 2 1 EACH ENDS END, • 01 iMSN _+ clip 775 CLpss1. Dr. S.7.Y.701 ! �' o.e G am) 7W PROPOSED CONDUIT 6_12• KNOCKOUT DETAIL D03 CONTRACTOR TO VERIFY SPECIFICATION WITH LOCAL JURISDICTION. DETAIL D04 CONTRACTOR 'TO VERIFY JUR I TIO WITH LOCAL 2 PLACES IN FLOOR VAULT NO. 660 DETAIL 05 660LA VAULT O PAVEMENT PATCH O TYPICAL TRENCH Not to Scale , PERMIT JOB: 10100024 PROJ. #.308820 -0 007 PHASE 1 File name: dwg p ro_u r 9 Sheet q Number: 31 of I X72 ENGR: ECLIPSE ENGINEERING I THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. I Date: 11. hill PjI ITT IIr111 1111. (I!r!I I!1, IIIII T�I_I1 4 5 11.1)NI•1Ir1171 -1. '�1��111I1,1I11, 1 2 1 Inch 1H8 L3! UI • � . �� Is I5 iq ,IZ l i l II inl uii ��IIIIH u li.ii� luil >Jii 1111.1111 II.IJIIII uiilnu Illllilli illillin i.lillli�i nnli�ii nIII jj iI1l nii Ii!IIIIII iinlnn;__1 Fr I I C u a 0 to ` s a 0 tc t U 0 e clipse ngmeering 773 ammo Dr. 114141Y701 Plasm a� 3944300 PROJECT SPCC I. 1. FICATIONS GENERAL All materials and work in public rights of way shall be in conformance with the 1998. Standard Specifications for Rood, 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 Rood Standards, AT &T Construction Procedures, the AT &T 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 desi §n 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, as per the Standard - Specifications, 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. IL 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. PERMIT 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. JOB #: 10100024 ENGR: ECLIPSE ENGINEERING I THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. V. UTILITY DUCT 1. Buried duct shall be Schedule 40 PVC. Galvanized steel pipe shall be used under roadways, for the lower 10 feet of risers and in exposed locations. Minimum cover shall be 24" with a minimum slope of 1/2 % to vault. Schedule 40 PVC may be used on rooftops, under eaves and in locations with minimal exposure to damage. 2. Thoroughly clean conduit before using or laying. 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 1/4" optic -guard non - metallic flexible, in color such as red or orange, with pull ropes & plugs. Exposed innerduct inside of buildings shall be plenum- rated. 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 grovel 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 Jar 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 3 -1 1/4" innerducts with pull ropes and plugs. 2. Protect Existing Utilities -- coordinate with local jurisdictions to pothole as required to locate existing utilities. XII. FIRE PROTECTION . 1. All installed backboards shall be painted with fire - resistant paint. 2. All fire sealed duct ends and cores shall be 2 hour fire - rated. All fire seal in existing locations shall be repaired or replaced upon duct or cable placement. XIII. NOTES 1. All additional work to be approved by AT &T before any work is performed. 2. Provide Lump Sum Bid with a unit breakdown for billing. 3: Unit cost will include all restoration as required by the local municipality. 4. Footage's and quantities given on " this sheet are approximate and should be verified by the contractor. 5. All sub - contractors MUST be approved by AT &T before they can be used on this project. 6. Contractor awarded bid must complete all exhibit "C" and lien waiver forms before work is to begin. 7. Contractor to provide estimated construction timeline with bid. 8. Contractor shall provide single point of contact. 9. Contractor to notify and schedule pre- construction meetings with permitting agencies. PROJ. #:308820 -0007 PHASE 1 File name: pro_ug.dwg Date: 11.16.01 Sheet Number: 32 of 32 N I II�II" I I I �tI "I'(f( 1(IIIIIII:I)lfI' III 1i �I - 1 i 1 - II I. II I- I - I _i(iI - I ►III(_ Iti Inch : 1/16 11. 2 I 3I 4I 51 6I • 9 L 4 I ti t ` ,.2 I I. I ` O G, 6, g ... L 9, ., §, P Z I , . Il�liil >��I l11111�1111i�111. 1i�)IItIIl111111111111I III i�II)IIIIIi 11111Iulli111111_ �� l>illlui AT&T Broadband Ed Calamaro 22025 30th Avenue SE Bothell, Washington 98021 425.398.6192 206.295.1181 (Mobile) SHEET INDEX: CONTACT PERSON(S): T1 - COVER SHEET /PROJECT LOCATION' T2 - SITE PLAN -A T3 - SITE PLAN -B T4 - SITE PLAN -C T5 - SITE PLAN -D T6 - SITE PHOTOGRAPHS T7 - PROJECT SPECIFICATIONS PROJ. #:30 PHASE 2 ��IIIA .1:.: ..ta...t.�..ai uu .sex �:�': �I 111 ••— .._..-_ �'�C. \ Ike \II:C��C , W \C�...LII� '�► ._:el�!�'1 � -ell afy1���A111W •IC=1 I lII4 /s1 111111111111111 //!• � Bill( iim.ui , t 1:W , ��11�11_ _____ LI II ►\ eeeee� �>iWl�. ..► _ _ e�WiIII -W 1 ���it•1 I►�!1 r ; •-..11,/ W W � .. a rr II :t\�IWIr 7 maim I1 Project Location: SE 1/2 Section 10, T23N, R4E Thomas Guide: Page 655 E1 —F1 MAI l LI StiainlTTI-t— clipse ngineering 375 Comoros Dr. S.. Suite 201 Seattle. WA 98188 Phone: (206) 3948500 JOB #: 10100024 ENGR: ECLIPSE ENGINEERING THIS IS PROPRIETARY INFORMATION - NOT FOR DISTRIBUTION. L I I I I 1 _ 1 I I Inch .1H8 1 'I r,..A; A,`. PROJECT #:308820 -0007 PH 2 III I 11 11 I I I I{1 I I -l1 1 Bill LI1 L I f 1. 1"I 1.11 '1 ` 3) I I �:41 L I I ,.51 I I • , gl . 5t vI� e1 z6 :"��" 0I IIs . l ` e' . s,y s : V �IE z I. wo II11111{11111I1 tt11I1.I111EIIJi , Illlill'IIIIIII{ILIIIJIIIIIIIUi ij�1III1111111111�I 111I111Illlllll_IIII111111111 IIII{ III11 11 11i1lill�IIIIhJII�11111IIII 1 ' File name: 308820- 0007 —PH2 Dote: 05/29/01 m Sheet TI of T7 Nu S 0 O1 0 cn N 0 W 01 0 N 0 IN w W N 0 'Si a W N 0 cc E:1 W ce W a _ ., clipse ngineering 373 Caporals Dt. S., Sete 201 Se016, WA 98188 Phone: (206) 39441300 sass' [Yhuu4y OVEIVASS SL 1 ' • HIGH IMPACT Ei L Iias ,0 NONIF16 CAR/438 100' SETBACK CITY OF SEATTLE PROPERTY :ML1MN w srt' 2n' 'CK col a • (• " ! - i 1 . LL MIPAGT- EViRONr rt.NT ' V i Q wArfN VUVE Q MATER VANE WAtti1*55W UTILITY POLE w+TUvuvW DUWAMISH RIVER OHWM - RIVER ENVIRONMENT - 40' SE - . .. . . . t�. I�EWEA 4 HIGH IMPA CT ENVIRONMENT CONSTRUCTION NOTES: O TRENCH . IN GRASS PER' DETAIL ON SHEET T5. INSTALL (2) 4 "0 HDPE CONDUITS WITH (3) 1 1 /4 "0 INNERDUCTS IN (2) AND PULL (1) FIBER CABLE THROUGH O BORE UNDER CONCRETE SIDEWALK AND INSTALL (2) 4 "0 HDPE CONDUITS WITH (3) 1 1/4 INNERDUCTS IN (2). PULL (1) FIBER CABLE THROUGH. 0 BORE UNDER ASPHALT PAVEMENT AND INSTALL (2) 4 "0 HOPE CONDUITS WITH (3) 1 1 /4 "0 INNERDUCTS IN (2). PULL (1) FIBER CABLE THROUGH. 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). 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. 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. 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. THE BIDDERS AGREE TO PROVIDE FOR THESE CONFLICTS AND INTERFERENCES AND AGREE TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND /OR UTILITY RELOCATIONS DUE TO SAID INTERFERENCES. SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION, SEE SHEET 76 FOR SITE PHOTOGRAPHS. SITE PLAN -A Scale 1" = 40' JOB H: /0100024 ENGR: ECLIPSE ENGINEERING - ELECTRIC ena GAS -OIL !o COMMUNICATIONS ME WATER IN SEWER 111111 PROPOSED EXCAVATION MI STORM PROJECT #:308820 -0007 'PH2 File name: 308820- 0007.dwg Dote: 05/29/01 Sheet T2 of T7 Number: 1 1 ILI �I : ►I:1 fl "11 "IC�1II:IIII''''I' 111lltIIJ III IIiI • ]1 • II] IIIIIiI 1 2 J .. :3 • 4 5 6 Inch 1118 ,...ti,. .:. n,l.c .r 56 tit; I Et ZI 1 . 1 Oil. 6 8 r G 8r; II IIi1[1.Illllllll. 111111111. n11111 II 1I Ilii1111 .1111111IIIIII iiiih lllII(IIi111l1 :11111111 Z . O 1111 1111 1111 I 1111 1111 III] 111111111 1 11111 I_ III " •(1). I I I ;I .III 11 I I I i I h I I I 1 LI I I 11 I 1 ! I + I I I Inch . 1118 ,\ I , . $) �1 I I . 4 I I I I 5� I I I I I . I . 6 1 vw�t, r, c :Z 6: LI D� ° + sjl B . f L • IIIIIII�I- IIII.I III�ILII IILI IIII .Ill1III.IIIIIJI[JIII IIIIIIIIIII!HII .1.I I11JI 1 1111111111 II I I�11111 11�111 III I I IIII 1 11111111111__ ,f • C � / i . 04 _ i / . O • • VAULT / - G V � � � O� t� ti 5� (--.. • CB ciEt 0 P•6# / �� / . 2 I T s : T A :I it • P. 11 il•.. ( Designed Drown 'Checked REVISED PER TUKWILA COMMENT. ' Coordinated Permit REVISED. REVISED PER TUKWILA COMMENT. CB CB tg - " MEN,Y ' �1 PP i • � R EN \ riRaN a sEi ��' 1 5' PSp � P i i CONCRETE W R� WALKWA \ cNCR� f rr,r; • • • • . • . ' ... ...S. �, . EE—LSORIANO EE— L.SORIANO 1311S3013 -33 01H -33 EE— S.WALS EE —RTD EE —RTD • / Ar , L p1 N I 4P / f p. / CONSTRUCTION NOTES: 253TA VAULT IN PER DETAIL ON LEAVE 100' COIL OF • . 05/29/0 05/29/01 — 1 I0/6Z/60I 1 ZO /Z1 /SO 05/29/01 12/03/01 3/12/02 '' • TTT::: - FH wv t 0D -EteA 12600 - '!2608 WATER 1� 1 G INTERURBAN AVE: S O j ' O05��8 A • BORE UNDER ASPHALT PAVEMENT INSTALL (1) O AND INSTALL (2) 4 "0 HDPE O GRASS AREA CONDUITS WITH (3) . 1 1/4 SHEET T4. INNERDUCTS IN (2). PULL (1) FIBER. FIBER CABLE THROUGH, - O CONCRETE (1) VAULT SIDEWALK PER DETAIL ON SHEET T4. LEAVE 100' . COIL OF FIBER. Mt! ■.II in - Ma THE LOCATIONS OF UTILITIES SHOWN ON IT IS UNDERSTOOD THAT THERE WILL BE FURTHERMORE, BIDDERS UNDERSTAND THE BIDDERS AGREE TO PROVIDE FOR THE PLANS ARE APPROXIMATE. ALL INTERFERING UTILITIES AND OTHER AND AGREE THAT WORK IN SOME CASES THESE CONFLICTS AND INTERFERENCES UTILITY LOCATIONS SHALL BE VERIFIED UNDERGROUND PIPES, DRAINS OR MUST BE DONE IN CLOSE PROXIMITY TO AND AGREE TO PROVIDE FOR A PRIOR TO CONSTRUCTION. CALL THE STRUCTURES ENCOUNTERED THAT ARE SAID UTILITIES AND UNDERGROUND PIPES, REASONABLE AMOUNT OF TIME FOR UTILITIES UNDERGROUND CENTER(1800 LOCATION NOT 4245555)INCORRECTLY Y OR AREAS S DRAINS STRUCTURES THE PLANS OR THAT THE WHICHMAYREQUIREHAWN ON RELOCATIONS DUE TO AND/OR ADUTILITY SITE PLAN -B HAVE NOT BEEN PREVIOUSLY DISCOVERED CHANGE IN OPERATIONS AND MAY CAUSE INTERFERENCES. THE CONTRACTOR, AT HIS OWN EXPENSE, IN THE FIELD. THE CONTRACTOR AGREES SLOUGHING OF THE TRENCH, ADDITIONAL C I % . .. ‘ . r > D — " ��_ — 7.. clipse B.-- 1 � ,.• . _ SHALL MAKE EXCAVATIONS AND BORINGS THIS IS A NORMAL AND USUAL TRAFFIC CONTROL, ADDITIONAL AHEAD OF THE WORK, AS NECESSARY, TO OCCURRENCE IN THE CONSTRUCTION OF PAVEMENT AND BACKFILL COSTS AND = 4 DETERMINE THE EXACT LOCATIONS OF UNDERGROUND IMPROVEMENTS. TIME. THE CONTRACTOR AGREES THAT A " A UTILITIES AND UNDERGROUND REASONABLE NUMBER OF THESE Scale 1 0 STRUCTURES. OCCURRENCES ' SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ® ORIENTATION, SEE SHEET T6 FOR SITE PHOTOGRAPHS. h ,: • d.,.- ._._ -._ �� ngllleetlllb 323CeryoiYe Dr. S.. Sabo 201 S..nle, WA 98188 Phme: (206) 394 -8300 IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. JOB '10100024 ELECTRIC Mg GAS -OIL in COMMUNICATIONS WATER SEWER PROPOSED EXCAVATION STORM PROJECT # - 0007 File s20- 0 Sheet Number: T3 of T7 ENGR : ECLIPSE ENGINEERING Dote n 05/29/01 III " •(1). I I I ;I .III 11 I I I i I h I I I 1 LI I I 11 I 1 ! I + I I I Inch . 1118 ,\ I , . $) �1 I I . 4 I I I I 5� I I I I I . I . 6 1 vw�t, r, c :Z 6: LI D� ° + sjl B . f L • IIIIIII�I- IIII.I III�ILII IILI IIII .Ill1III.IIIIIJI[JIII IIIIIIIIIII!HII .1.I I11JI 1 1111111111 II I I�11111 11�111 III I I IIII 1 11111111111__ ,f rfr I I 1117:1117 II � .11171. I I I I I ] I I I s f.: , I I Inch .1/16 ` �ta�ti:Vl'i 11 1111 uil111 11111. 1. 111�11111111�l11.11111Ii111111.111111 I:I I 1] I I i1'i'II51.I1>IIII CONSTRUCTION NOTES: , li I ,� - w - 1 O BORE UNDER CONCRETE SIDEWALK 1 AND INSTALL (2) 4 " HDPE CONDUITS WITH (3) 1 1 /4 "0 INNERDUCTS IN (2). PULL (1) FIBER CABLE THROUGH. ,, ,, O BORE UNDER ASPHALT PAVEMENT AND INSTALL (2) 4 "0 HDPE CONDUITS WITH (3) 1 1 /4 "0 INNERDUCTS IN (2): PULL (1) FIBER CABLE THROUGH. . . R. i Y d I _ w Y z 3 o O a Y 1 u • 8 _ V N 0 o: , _ U 0 a YJ 0 - Y b ° SHORELINE CROSS SECTION ALONG DUWAMISH RIVER • �! _ ADJUSTABLE FRAME AND COVER UTILITY VAULT N0. 253 -TA ; S 27 "" `1 �� �' Q O � � -., • • l �1 / / ..-- j % // 0/ = .. / / �PG • • j % i / PN / r ..._I ,5� c �� �/ / / LO • / 253-TA HANDHOLE 0 NOT TO SCALE � �P�J�� , / / /� / � / CB . „,/, , , ,/'I rG 4 alai. „,,,,,, / / / tti 1111 THE LOCATIONS OF UTILITIES SHOWN ON IT IS UNDERSTOOD THAT THERE WILL BE FURTHERMORE, BIDDERS UNDERSTAND THE BIDDERS AGREE TO PROVIDE FOR THE PLANS ARE APPROXIMATE. ALL INTERFERING UTILITIES AND OTHER AND AGREE THAT WORK IN SOME CASES THESE CONFLICTS AND INTERFERENCES UTILITY LOCATIONS SHALL BE VERIFIED UNDERGROUND PIPES, DRAINS OR MUST BE DONE IN CLOSE PROXIMITY TO AND AGREE TO PROVIDE FOR A PRIOR TO CONSTRUCTION. CALL THE STRUCTURES ENCOUNTERED THAT ARE SAID UTILITIES AND UNDERGROUND PIPES, REASONABLE AMOUNT • OF TIME FOR + PLANS WHICH CH REQUIRE HA WN ON RELOCATIONS GD E ES AND TO / SA D UTILITY SITE P LA N C CENTER (1- 800 - 424-55 5)ATION IN Y ON T E OR THAT DRAINS HAVE NOT BEEN PREVIOUSLY DISCOVERED CHANGE IN OPERATIONS AND MAY CAUSE INTERFERENCES. . � _ \d,� * D _ r • / . - -- II ==dDM. o n . ie chpse ' '• THE CONTRACTOR, AT HIS OWN EXPENSE, IN THE FIELD. THE CONTRACTOR AGREES SLOUGHING OF THE TRENCH, ADDITIONAL H A .1 SHALL MAKE EXCAVATIONS AND BORINGS THIS IS A NORMAL AND USUAL TRAFFIC CONTROL, ADDITIONAL AHEAD. OF THE WORK, AS NECESSARY, TO OCCURRENCE IN THE CONSTRUCTION OF PAVEMENT AND BACKFILL COSTS AND UTILITIES AND UNDERGROUND UNDERGROUND IMPROVEMENTS. TIME. THE CONTRACTOR AGREES THAT A Scale 1 4O DETERMINE THE EXACT LOCATIONS OF REASONABLE NUMBER OF THESE " ' STRUCTURES. OCCURRENCES IS USUAL AND ORDINARY, SYMBOL CORRESPONDS TO ® PHOTO LOCATIONS AND ORIENTATION, SEE SHEET T6 FOR SITE PHOTOGRAPHS. k• � \ . • ••y. ' -.5• "' 1 ,46, IIg111eeI771 b 375Capo, Dr. S.. U116201 W Sesnle, WA 911U Phone: (2O6) 3948500 ID : • W� AND ARE REFLECTED IN THE BID AND - PLAN OF OPERATION. - ": 10100024 ELECTRIC GAS - OIL COMMUNICATIONS WATER SEWER PROPOSED EXCAVATION STORM File Home: 308820- 0007.dwg Sheet T4 of T7 Num ENG R: ECLIPSE ENGINEERING ENO PROJECT #:308820 0007 PH2 O cte: 05/29/01 rfr I I 1117:1117 II � .11171. I I I I I ] I I I s f.: , I I Inch .1/16 ` �ta�ti:Vl'i 11 1111 uil111 11111. 1. 111�11111111�l11.11111Ii111111.111111 I:I I 1] I I i1'i'II51.I1>IIII _ �' -' P tt\e k `�� • ., ' ' ASPHP� PPV � i _ % , Ov M -' � _� � �� \ "> : = ( CONSTRUCTION NOTES: BORE UNDER CONCRETE SIDEWALK I AND INSTA % -BORE PIT �i >" -,,�,U, =='� CONDUITS WITH (3) 1 1/4 0 INNER DUCTS IN 2 % p� — • , ,.e1�AG� �o' \\ / \/\ ,\' �' ♦ 7: �\' \ ` ', ` �� /;�� /`� /5� i� . / cK % -� Q, ;T � I l , go -A- \ I �� _ 7 CE j fl q ,;7z V / ,� '`' % %,,, �! ` � �"� � ; ' / � , �, • J \ � o F i i,` � . SCE WP O BORE UNDER ASPHALT PAVEMENT 2 AND INSTALL (2) 4 "0 HDPE CONDUITS WITH (3) 1 1/4 0 O INNERDUCTS IN (2). CABLE THROUGH. LEAVE 100' OF FI BER STORAGE IN PROPOSED VAULT. ® SAWCUT ASPHALT PAVEMENT AND TRENCH PER DETAIL ON THIS SHEET. • INSTALL (2) 4 "0 HDPE CONDUITS WITH (3) 1 1 /4 „ 0 INNERDUCTS IN Designed Drawn Pa)N•4D REVISED PER TUKWIIA COMMENT. Coordinated Permit REVISED. REVISED PER TUKWILA COMMENT. I EE— LSORIANO EE— LSORIANO rE- R.DESMET EE —RTD EE— S.WALS EE —RTD EE —RTD 0 � p , S ETB A >'��,4, ,. ' / Z �4I�� , :I ' : //'' / �1 SPRING ASSISTED GALVANIZED DIAMOND RECESSED LIFT HANDLE W1TE COVER H LOCKING LATCH COVE GALVANIZED "C” COVER 180' NO, 84 - 332 P OPEN CHANNEL, 1,220 lbs. ` ' -3" LARGE 1 EACH SIDE, 05/29/01 ,05/29/01 I l0 /62/SO I ZO /n /SO [ ZO /n /£ l0 /£0 /Zt l0 /6Z /SO G rp ; ' ''if �� �•' / /� %�� �/ i N_ . Q EXISTING SURFACE LI L. o MAGNETIC TAPE LENGTH) -- . -- LOCATOR (ENTIRE - -_ ---_ TRENCH SURFACE RESTORATION ' GALVANIZED "C" '� CHANNEL, , 2 ENDS •:� f/j 2 SIDES � ' (4) 3/4 "0 LIFT INSERT G �\ �0 n� �� //� /l „,, S �� ll POWER /�• / �v BACKFILL COMPACTED TO 90% OF MAXIMUM RELATIVE DENSITY OR STONEWAY MIX 1004, COMPACT TO 95% UNDER ROADWAYS OR STONEWAY MIX 351 OR 1121, 4 3 4 "0 I KNOCKOUT 8 EACH, 4 SIDES 1 1/2 LIFT HOLE :::J;E5 / I llt � SU �• \ P J 6' -0" 11A11:1 \ r J \ ( 2 EACH SIDE, 4 4 SIDES 6 — O” GALVANIZED - - 4 0 PULLING IRON 2 "0 GROUND ROD 1 EACH END, KNOCKOUT V A U LT 2 ENDS �'L / / / /'C, � \ ,\ CB F ' `OP ELECTRICAL \ \ j 6 -12 PROPOSED CONDUIT SE10nG /� "II \ \ �EASEMEN TYPICAL TRENCH DETAIL CONTRACTOR TO VERIFY SPECIFICATION WITH LOCAL JURISDICTION. 2 PLACES IN FLOOR 4,900 Ibs, PSPL CODE #7664100 660LA VAULT DETAIL (BASE ONLY) . T \) \ \ \ .. 0 Not to Scale 0 Not to Scale THE LOCATIONS OF UTILITIES SHOWN ON IT IS UNDERSTOOD THAT THERE WILL BE FURTHERMORE, BIDDERS UNDERSTAND THE BIDDERS AGREE TO PROVIDE FOR THE PLANS ARE APPROXIMATE. ALL INTERFERING UTILITIES AND OTHER AND AGREE THAT WORK IN SOME CASES THESE CONFLICTS AND INTERFERENCES UTILITY LOCATIONS SHALL BE VERIFIED UNDERGROUND PIPES, DRAINS OR MUST BE DONE IN CLOSE PROXIMITY TO AND AGREE TO PROVIDE FOR A PRIOR TO CONSTRUCTION. CALL THE STRUCTURES ENCOUNTERED THAT ARE SAID UTILITIES AND UNDERGROUND PIPES, REASONABLE AMOUNT OF TIME FOR UTILITIES UNDERGROUND LOCATION NOT SHOWN OR AREAS SHOWN DRAINS AND STRUCTURES NOT SHOWN ON DESIGN CHANGES AND /OR UTILITY CENTER (1 -800- 424 - 5555). INCORRECTLY ON THE PLANS OR THAT THE PLANS WHICH MAY REQUIRE A RELOCATIONS DUE TO SAID SITE PLAN -D HAVE NOT BEEN PREVIOUSLY DISCOVERED CHANGE IN OPERATIONS AND • MAY CAUSE INTERFERENCES. THE CONTRACTOR, AT HIS OWN EXPENSE, IN THE FIELD. THE CONTRACTOR AGREES SLOUGHING OF THE TRENCH, ADDITIONAL ' "_ r 1 ; 4 "" • --4 ��_ c - ' C Scale 1 SHALL MAKE EXCAVATIONS AND BORINGS THIS IS A NORMAL AND USUAL TRAFFIC CONTROL, ADDITIONAL AHEAD OF THE WORK, AS NECESSARY, TO OCCURRENCE IN THE CONSTRUCTION OF PAVEMENT AND BACKFILL COSTS AND A DETERMINE THE EXACT LOCATIONS OF UNDERGROUND IMPROVEMENTS. TIME, THE CONTRACTOR AGREES THAT A `i hpSe O UTILITIES AND UNDERGROUND REASONABLE NUMBER OF THESE S TRUCTURES. OCCURRENCES IS USUAL SYMBOL CORRESPONDS TO ® PHOTO LOCATIONS AND ORIENTATION, SEE SHEET T6 FOR SITE PHOTOGRAPHS. I `� 01 \ . .,,.: 1-== `- - - - - -- - -' "g'r' 3osco,rw.rn.,s.,sesrwt seuue, WA 98181 rime. t206>394- 5OO AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. JOB 4 ELECTRIC mg GAS - OIL tl�COMMUNICATIONS WATER I♦ SEWER PROPOSED EXCAVATION STORM PROJECT # :308820 -0007 PH2 820- 0007.dw� ENGR: ECLIPSE ENGINEERING Date: 05/29/01 Number: T5 of T7 • • I(`I III rFI' III I 21 III I(I II! III. UI 1 ' I�I "hrl;l 5 I III I I�IIIII I 111 6 I Inch 1/18 .. • I\ I I 3 , 4 4 . ■ • 9I bIIL :. Fit 6.h 8. L 9 I 5 P ;�: �E IIZ 6 WO . IIiI11111111t11111111t11111. IILLII11IIlil IIIIlII11. LIIIIIIIII111II1111 111111111. 111 11111111111111111111I1111Iliiii I1111U111111IIIIIII111 1 , 1- 70, ,. .9{41''' • '. • •,,, :,•....,",, , , ,.;„ ..... ,..... , ;VV. hr. -.tor - ..,..$ , 4 1 '.'. , • •, , i . -' ' . , 0,,, ' ' ... ' PROPOSED ! . , : BORE' '‘;' i.444 , .t....i. 71, 4, . .t. . V. • ' NDER 'ASPHALT ''' ,, •k i. .I,E' . . , • I • , ' '..", ' ' ' P i • ..• S TREET. ' - ' g., i; ,,,,, , . , :4- . PROPOSED . BORE ' ' ,. A Nilo' ' 4 , '. I ' • ''' ./ . _ ' • • D ASPHALT i . . - 1..-1,4t, , . 0 1,"re r , , If ) „1 .4 ... •••,41"." — . ... . .., • • . ..... • ei.' 'L•1,7•■••.-- .: J.' -r . ,....., A: ., .: • et• / i 011" . %At " . • , iiirk.• '',. / . •, • • ' . h• .. ' • I' ' • ,., ,'" ,,,, 0 ,I ' .7.,,, . 1 / 9, t.? - -.41 . - VS' , ,, p. r.7., ' -7,- ••,--• L._ . -- .--,..,.. r'm ' -,-- . _ . . .t. • 47.--r4= -10 • c....-_=. ..-- ,,,,,„kt.;•., , . ------ — _, •4' - " '-- .-1-.., , ,• -,,.,,-;,,,, - ---- --- '''*"-..4 . -47 . , . .. , .' - ', • -4,7-'` '7,pro-wz...10 '‘' .-itr,„,it..:,44 - , ,• ., , • . r , . 1, .. ,...,„,...(,.„. -• :wt. It , " ORE" .1 •• :,- ' . -1..t.c .. r • ,. - ....t *-.. ' . , .. " • - - . , e 1 ,!,(4 - 6 ,- ' . ' ' 1. ' Vi :., .., .• . 'TIP' ' '",.• ,,, , . ,!.. .:- ; ...: kR13,Q.Os T. . • ., ,.-.,,- 0 :t..„ 4 ' c - .,,,UNDW,,dit4St .4.17 4 rrt'ig' ‘ C-44. -114 / ( 11,• R ' ' ' 13 - 4 . i . .i g ' ,.. ,,t, r, ,.....1,, •.-i.... ir - ., • ,, .f v . ' ,r ' ' A': ^ qi," C" . 134. - . • ki.„..... . 1 . . Vit;;P: ':',. •!,,,, f' '.. ii: iii' ■`..7 ..:r.ikcit.11; f ' . PAVEMENT-4' ,, - , , ' '1 . . 1 -i i, k ., ., 44 .4y 1. '''. I . b- t 't'lL''''' . A ' V . ;1.• * ,' ."•. ,.71 , .....• , .,,QT. "Li •" , " _ .,.... ‘ 9 , - ...,°.„, .. ." , '' ' 'fig l lg'. ' A 4? . ' ...•• ' ' . ' .;., , . r 4, Ita , 4i, V' . ' 1 . , . , '+' , .;.:t ,'" 'il. ... ' 'fl • , , 3 ".{- ■,•;• ri ri..ii st•rat".. 4••••• •')'... ) 1.' - '' ., • .. ■ . . . .. i s r 0 r• • ' • ..'13••■•0 t••••■ tit .:::••'‘. A.- ..‘z...i-4,.." , •.,• , .z.2? Designed Drown 1 Checked REVISED PER TUKWILA COMMENT. Coordinated Permit REVISED. REVISED PER TUKWILA COMMENT. PHOTO #1 — ROUTE UNDER GRASS PHOTO #2 . — ROUTE UNDER SIDEWALK PHOTO #3 — ROUTE UNDER • ASPHALT PHOTO #4 — ROUTE UNDER SIDEWALK AND ASPHALT PAVEMENT PAVEMENT AND ASPHALT PAVEMENT •.• . - •, ,, t --,..;,,, ' 11 .), 4 1 ei! - VZ,- " .. , - b 4, ' t ,t ';i ..C • , •, y x...r tv ,,,„,„ $:-.• ,,,, 1 4 ", ." -• ' POSED k BOR ' ='..-;- .git •.- , %' ,.. , ASPHALT ' _ A EET. ...‘ '• i , - 4 ' . 1 • - , , ,,- , '444 --..... - ..t„, . :: ,, ':". — •• • , T•eff.nr.•Tt7f" 0.• • •••••• - - • - q ''lf iT ---...-.*: '; 4111 0 ----- ,..-.,. •.,-----2- ./ .. r ,. , • , -••••?' , " • .*-4:'''' - . sl . . t - . ' I I I '-'. %- ‘.. 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" • , v „,,,,,..,Viii,C,..•:,,, . 0 ;4 '... i Z1 pi.: • 1.2 no.,..' ...• t ' r• , '” 77 '...0 re*, 'f','• `• ET ' ED TREN , • • ...ye. . , . . ,, ,r, ... . K"....'...., ', , ' r • • ,. . ..-.P. . , r" • L • 1 I , , _. .. _ -. ..-„,,, .-„,;. - , , i , o . 4., ' --. .-: ,..51.1.-:, . • . ' • • ^••• •kr t-,-:4 ',,,, ' • • • ' ‘• , . - -• ' - •• -,:' . --.. 1 ' ' • 4 ' 7.,. '.; *- • , c - - , . „..- -*--- ,, .,..). • , - ;',::?,, ' ' * \ ' % , . 'A li\ " " ,...,,:._ ••••4 • •, ea■=.:7 -; . ' ' ; 4. . 4 . ••-•• •••::•-••••••.,..•-••••••---,..... O TRENC 7 ; • PRPOSED . 7, 77 . ... A 0 NUR ASPHALT PAVEMENT Ili 7,7 .tii, ' 1 ---, • AA" . 't.t • ' ,, 7,0. -- itb 410' i 4. — ..... _ . . . , IEE E— LSORIANO E— L.SORIANO 13r1S3a'M -33J EE —RTD EE—SANALS EE —RTD EE —RTD l0 /6Z/50 l0 /6Z /g0 F lo /6z /S0] I zo /Zl /s0 zo /zt /r t0 /EO /zI 10/6Z/GO PHOTO #5 — ROUTE UNDER SIDEWALK , AND ASPHALT PAVEMENT . , . • * . PHOTO #8 — NORTH ENTRY TRENCH ROUTE • . • RMI T z"..., cli . pse PHOTO #9 — NORTH ENTRY FEED INTO PHOTO #10 — SOUTH ENTRY FEED INTO BUILDING BUILDING . • , . SITE PHOTOGRAPHS Date: 05/25/0 1 ngm' eenn g 37S Canporate Df• S., Suite 201 Seattle, WA 981813 Phone: (206) 304-8300 JOB #: 10100024 ELECTRIC GAS-OIL COMMUNICATIONS WATER SEWER PROPOSED EXCAVATION STORM pag IMO PROJECT #:308820-0007 PH2 File name: 308820-0007.dwg mber: T6 of T7 Sheet Nu ENGR: ECLIPSE ENGINEERING Date: 05/29/01 yirri I TI,Iffr , s if II '•I 1,14 1 [1.1.1 11.11T1 I I.0 1.1 I I I ill1 6 1 - LI ' ' I It 1 3 1. , VL5, , , • • •.• • . • • • • • , .. • • •• 1'i 111111111 1; il 1111r;1911, C a 0 N 0 0 `s 0 0 a, N 0 0 x u U e 0 0 CC W W 0 0 N W 01 0 'Si W W N lJ W 0 N T clipse ngineering 375 Caponie Dr. S„ Suite 201 Seattle, WA 98188 Phone: (206) 394.8500 PROJECT SPECIFICATIONS GENERAL All materials and work in public rights of way shall be in conformance with the 1998 Standard Specifications for Rood, 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 Rood Standards, AT &T Construction Procedures, the AT &T Fiber Optics Monuol, 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 hove 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 bockfill 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 o reasonable o''mount 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 dewoter, as per the Standard Specifications, 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 down 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 lone and roadway closures determined to be necessary for the Contractor to accomplish a specific task. No lone 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 bockfill with bank run grovel 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 Schedule 40 PVC. Galvanized steel pipe shall be used under roadways, for the lower 10 feet of risers and in exposed locations. Minimum cover shall be 24" with a minimum slope of 1/2 % to vault. Schedule 40 PVC may be used on rooftops, under eaves and in locations with minimal exposure to damage. 2. Thoroughly clean conduit before using or laying. 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 1/4" optic -guard non - metallic flexible, in color such as red or orange, with pull ropes & plugs. Exposed innerduct inside of buildings shall be plenum- rated. VI. CEMENT CONCRETE PAVEMENT 1. All concrete pavement removed or damaged by this work shall be replaced accordirg 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. 6. Contractor 7. Contractor 8. Contractor 9. Contractor 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 - 3 -1 1 /4" innerducts with pull ropes and plugs. 2. Protect Existing Utilities -- coordinate with local jurisdictions to pothole as required to locate existing utilities. XII. FIRE PROTECTION 1. All installed backboards shall be painted with fire - resistant point. 2. All fire sealed duct ends and cores shall be 2 hour fire - rated. All fire seal in existing locations shall be repaired or replaced upon duct or cable placement. XIII. NOTES 1. All additional work to be approved by AT &T before any work is performed. 2. Provide Lump Sum Bid with a unit breakdown for billing. 3. Unit cost will include all restoration as required by the local municipality. . 4. Footage's and quantities given on this sheet are approximate and should be verified by the contractor. 5. All sub - contractors MUST be approved by AT &T before they can be used on this project. awarded bid must complete all exhibit "C" and lien waiver forms before work is to begin. to provide estimated construction timeline with bid. shall provide single point of contact. to notify and schedule pre- construction meetings with permitting agencies. JOB #:.10100024 ENGR: ECLIPSE ENGINEERING - ELECTRIC gegi GAS - OIL IN COMMUNICATIONS WATER 1111111 SEWER 111. PROPOSED EXCAVATION STORM PROJECT #:308820 -0007 PH2 File name: 308820- 0007.dwg_ Dote: 05/29/01 Sheet T7 of T7 Number: fl i�I 17T 'T.Il I[f III III ,ICI Iii 1(I: I' iI: I.il t. I]] .. I m Iini fff;i i li(. Iil I Inch vte 2 I � I 31 I I . 4 I 1, I .: 5 ) I I I 6I • '{ l . H niil111110111111 hilulu .41111di.111111nl1111i.IIIIIII .I.1I Inn Ilil�1111 l)IIII.11 u- ulllll inllilll IlHt.I.I i i��Illlli.Iinlnll