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HomeMy WebLinkAbout4055RESOLUTION NO.4 0 5 5 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE A PUBLIC WAY AGREEMENT BETWEEN THE CITY OF AUBURN AND ABOVENET COMMUNICATIONS, INC. WHEREAS, AboveNet Communications, Inc., has applied to the City for a non-exclusive Public Way Agreement for the right of entry, use, and occupation of certain public right(s)-of-way within the City of Auburn, expressly to install, construct, erect, operate, maintain, repair, relocate and remove its facilities in, on, upon, along and/or across those right(s)-of-way; and WHEREAS, certain conduits were placed by or for AboveNet Communications within City rights-of-way that are not connected to the Grantee's facilities; and WHEREAS, the parties agree that the status of those conduits should be addressed in this Public Way Agreement; and WHEREAS, the City and AboveNet Communications have agreed that those conduits shall be considered to be abandoned by AboveNet Communications and shall be owned by the City on the condition that the City shall reserve certain capacity within those conduits for AboveNet Communications, and Resolution No. 4055 November 2, 2006 Page 1 of 3 WHEREAS, the City has reviewed the AboveNet Communications' application and determined that the location of its facilities within the requested right(s)-of-way is in the best interest of the City and the citizens of Auburn, NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF AUBURN, KING COUNTY, WASHINGTON, HEREBY RESOLVES as follows: Section 1. The Mayor of the City of Auburn and the Auburn City Clerk are hereby authorized to execute a Public Way Agreement between the City of Auburn and Abovenet Communications Inc. which agreement shall be in substantial conformity with the Agreement a copy of which is attached hereto, marked as Exhibit "1" and incorporated herein by this reference. Section 2. The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation. Section 3. This resolution shall be in full force and effect upon passage and signatures hereon. ~ / Dated and Signed this ~ day of ~~~~t""~-'~'~-' , 2006. CITY B __; PETE B. LEWIS MAYOR Resolution No. 4055 November 2, 2006 Page 2 of 3 ATTEST: Danielle E. Daskam, City Clerk Resolution No. 4055 November 2, 2006 Page 3 of 3 CITY OF AUBURN PUBLIC WAY AGREEMENT WITH ABOVENET COMMUNICATIONS INC. This Public Way Agreement is entered into by and between the City of Auburn, Washington, a municipal corporation ("City") and Abovenet Communications, Inc. a Delaware corporation ("Grantee"). WHEREAS, Grantee has applied to the City for anon-exclusive Public Way Agreement for the right of entry, use, and occupation of certain public right(s)-of-way within the City of Auburn, expressly to install, construct, erect, operate, maintain, repair, relocate and remove its facilities in, on, upon, along and/or across those right(s)-of-way; and WHEREAS, certain conduits were placed by or for the Grantee within City rights-of-way that are not connected to the Grantee's facilities; and WHEREAS, the parties agree that the status of those conduits should be addressed in this Public Way Agreement; and WHEREAS, the City and the Grantee have agreed that those conduits shall be considered to be abandoned by Grantee and shall be owned by the City on the condition that the City shall reserve certain capacity within those conduits for the Grantee, and WHEREAS, the City has reviewed the Grantee's application and determined that the location of Grantee's facilities within the requested right(s)- of-way is in the best interest of the City and the citizens of Auburn, NOW, THEREFORE, in consideration of the mutual benefits and conditions set forth below, the parties hereto agree as follows: Section 1. Notice A. Written notices to the parties shall be sent by certified mail to the following addresses, unless a different address shall be designated in writing and delivered to the other party. City: Right-of-Way Manager City of Auburn 25 West Main Street Auburn, WA 98001-4998 Telephone: (253) 931-3010; Fax: (253) 931-3048 --------------------- Version Date: 9/26/2006 PUBLIC WAY AGREEMENT Page 1 with a copy to: City Clerk City of Auburn 25 West Main Street Auburn, WA 98001-4998 Grantee: Dan Walla Abovenet Communications 7905 South 196th Street, Kent, WA 98032 Telephone: (206) 988-8660; Fax: (206) 988-8669 B. Any changes to the above-stated Grantee information shall be sent to the City's Right-of-Way Manager, with copies to the City Clerk, referencing the title of this agreement. C. The above-stated Grantee voice and fax telephone numbers shall be staffed at least during normal business hours of 8 AM to 5 PM Pacific Standard time. Section 2. Grant of Right to Use Public Way A. Subject to the terms and conditions stated herein, the City grants to the Grantee general permission to enter, use, and occupy the right(s)-of-way specified in Exhibit "A," attached hereto and incorporated by reference (the "Public Way"). B. The Grantee is authorized to install, remove, construct, erect, operate, maintain, relocate and repair the facilities specified in Exhibit "B," attached hereto and incorporated by reference, and all necessary appurtenances thereto, ("Grantee Facilities") for provision of lawful communications, including, without limitation, long distance voice and data communications and other lawful communications as disclosed to the City from time to time ("Grantee Services") in, along, under and across the Public Way, for the sole purpose of providing commercial utility or telecommunications services to persons or areas outside the City. C. This Public Way Agreement does not authorize the use of the Public Way for any facilities or services other than Grantee Facilities and Grantee Services, and it extends no rights or privilege relative to any facilities or services of any type, including Grantee Facilities and Grantee Services, elsewhere within the City. D. This Public Way Agreement is non-exclusive and does not prohibit the City from entering into other agreements, including Public Way Agreements, impacting the Public Way, unless the City determines that entering into such agreements interferes with Grantee's right set forth herein. --------------------- Version Date: 9/26/2006 PUBLIC WAY AGREEMENT Page 2 E. Except as explicitly set forth herein, this Public Way Agreement does not waive any rights that the City has or may hereafter acquire with respect to the Public Way or any other City roads, rights-of-way, property, or any portions thereof. This Public Way Agreement shall be subject to the power of eminent domain, and in any proceeding under eminent domain, the Grantee acknowledges its use of the Public Way shall have no value. F. The City reserves the right to change, regrade, relocate, abandon, or vacate the Public Way. If, at any time during the term of this Public Way Agreement, the City vacates any portion of the Public Way, the City shall reserve an easement for public utilities within that vacated portion, pursuant to RCW 35.79.030, within which the Grantee may continue to operate the Grantee Facilities under the terms of this Public Way Agreement for the remaining period set forth under Section 3. G. The Grantee agrees that its use of Public Way shall at all times be subordinated to and subject to the City and the public's need for municipal infrastructure, travel, and access to the Public Way, except as may be otherwise required by law. H. Should the Grantee seek to use the Public Way to provide services, including Grantee Services, to City residents or businesses, the Grantee shall apply for, obtain, and comply with the terms of a City franchise agreement for such use. Section 3. Term of Agreement A. This Public Way Agreement shall run for a period of five (5) years, from the date of execution specified in Section 5. B. Renewal Option of Term: The Grantee may renew this Public Way Agreement for up to four (4) additional five (5) year periods upon submission and approval of the application specified under ACC 20.04.120, as it now exists or is amended, within the timeframe set forth therein (currently 180 to 120 days prior to expiration of the then-current term). Any materials submitted by the Grantee for a previous application may be considered by the City in reviewing a current application, and the Grantee shall only submit those materials deemed necessary by the City to address changes in the Grantee Facilities or Grantee Services, or to reflect specific reporting periods mandated by the ACC. Section 4. Definitions For the purpose of this agreement: "ACC" means the Auburn City Code. --------------------- Version Date: 9/26/2006 PUBLIC WAY AGREEMENT Page 3 "Emergency" means a condition of imminent danger to the health, safety and welfare of Persons or property located within the City including, without limitation, damage to Persons or property from natural consequences, such as storms, earthquakes, riots, acts of terrorism or wars. "Maintenance or Maintain" shall mean examining, testing, inspecting, repairing, maintaining and replacing the existing Grantee Facilities or any part thereof as required and necessary for safe operation. "Relocation" means permanent movement of Grantee facilities required by the City, and not temporary or incidental movement of such facilities, or other revisions Grantee would accomplish and charge to third parties without regard to municipal request. "Rights-of-Way" means the surface and the space above and below streets, roadways, highways, avenues, courts, lanes, alleys, sidewalks, easements, rights-of-ways and similar public properties and areas. Section 5. Acceptance of Public Way Agreement A. This Public Way Agreement, and any rights granted hereunder, shall not become effective for any purpose unless and until Grantee files with the City Clerk (1) the Statement of Acceptance, attached hereto as Exhibit "C," and incorporated by reference, (2) all verifications of insurance coverage specified under Section 15, and (3) the financial guarantees specified in Section 16 (collectively, "Public Way Acceptance"). The date that such Public Way Acceptance is filed with the City Clerk shall be the effective date of this Public Way Agreement. B. Should the Grantee fail to file the Public Way Acceptance with the City Clerk within 30 days after the effective date of the resolution approving the Public Way Agreement, said agreement will automatically terminate and shall be null and void. Section 6. Construction and Maintenance A. The Grantee shall apply for, obtain, and comply with the terms of all permits required under ACC Chapter 12.24 for any work done upon Grantee Facilities. Grantee shall comply with all applicable City, State, and Federal codes, rules, regulations, and orders in undertaking such work, which shall be done in a thorough and proficient manner. B. Grantee agrees to coordinate its activities with the City and all other utilities located within the Public Way. --------------------- Version Date: 9/26/2006 PUBLIC WAY AGREEMENT Page 4 C. The City expressly reserves the right to prescribe how and where Grantee Facilities shall be installed within the Public Way and may from time to time, pursuant to the applicable sections of this Public Way Agreement, require the removal, relocation and/or replacement thereof in the public interest and safety at the expense of the Grantee. D. Before commencing any work within the Public Way, the Grantee shall comply with the One Number Locator provisions of RCW Chapter 19.122 to identify existing utility infrastructure. Section 7. Repair and Emergency Work In the event of an emergency, the Grantee may commence such repair and emergency response work as required under the circumstances, provided that the Grantee shall notify the City Right-of-Way Manager in writing as promptly as possible, before such repair or emergency work commences, or as soon thereafter as possible, if advance notice is not practicable. The City may act, at any time, without prior written notice in the case of emergency, but shall notify the Grantee in writing as promptly as possible under the circumstances. Section 8. Damages to City and Third-Party Property Grantee agrees that should any of its actions under this Public Way Agreement impairs or damages any City property, survey monument, or property owned by athird-party, Grantee will restore, at its own cost and expense, said property to a safe condition. Such repair work shall be performed and completed to the satisfaction of the City Engineer. Section 9. Location Preference A. Any structure, equipment, appurtenance or tangible property of a private utility, other than the Grantee's, which was installed, constructed, completed or in place prior in time to Grantee's application for a permit to construct or repair Grantee Facilities under this Public Way Agreement shall have preference as to positioning and location with respect to the Grantee Facilities. However, to the extent that the Grantee Facilities are completed and installed prior to new or additional structures, equipment, appurtenances or tangible property of an earlier private utility being installed or completed, then the Grantee Facilities shall have priority. These rules governing preference shall continue in the event of the necessity of relocating or changing the grade of any such City road or right-of- way. A relocating utility shall not necessitate the relocation of another utility that otherwise would not require relocation. This Section shall not apply to any City facilities or utilities that may in the future require the relocation of Grantee Facilities. Such relocations shall be governed by Section 11. --------------------- Version Date: 9/26/2006 PUBLIC WAY AGREEMENT Page 5 B. Grantee shall maintain a minimum underground horizontal separation of five (5) feet from City water facilities and ten (10) feet from above- ground City water facilities; provided, that for development of new areas, the City, together with Grantee and other utility purveyors or authorized users of the Pubic Way, will develop and follow the Public Works Director's determination of a consensus for guidelines and procedures for determining specific utility locations, subject additionally to this agreement and to a Franchise agreement, should one become necessary. Section 10. Grantee Information A. Grantee agrees to supply, at no cost to the City, such information as the Director of Public Works, or Right-of-Way Manager, find necessary to coordinate municipal functions with Grantee's activities and to fulfill any municipal obligations under state law. Said information shall include, at a minimum; quarterly statements due on the first day of January, April, July, and October of each year detailing any changes in the information submitted as part of Grantee's Public Way Agreement application as set forth in Exhibit "D," attached hereto and incorporated by reference; as-built drawings of Grantee Facilities; installation inventory; and maps and plans showing the location of existing or planned facilities within the City. Said information may be requested either in hard copy and/or electronic format, compatible with the City's data base system, as now or hereinafter existing, including the City's geographic information Service (GIS) data base. Grantee shall keep the Right-of-Way Manager informed of its long-range plans for coordination with the City's long-range plans. B. The parties understand that Washington law limits the ability of the City to shield from public disclosure any information given to the City. Accordingly, the parties agree to work together to avoid disclosures of information which would result in economic loss or damage to Grantee because of mandatory disclosure requirements to third persons. In the event the parties cannot agree, the dispute shall be submitted to the City Hearing Examiner, subject to the record before the Hearings Examiner. Notwithstanding this option, Grantee shall indemnify and hold harmless the City for any loss or liability for costs for attorneys fees because of non-disclosures requested by Grantee under Washington's open public records law, provided reasonable notice and opportunity to defend was given to Grantee or Grantee is made aware of the pending of a request or claim. Section 11. Relocation, of Grantee Facilities A. Except as otherwise so required by law, Grantee agrees to relocate, remove, or reroute its facilities at its sole expense and liability and at no expense or liability to the City, except as may be required by RCW Chapter 35.99, or as further provided by Title 20 ACC, as ordered by the City Engineer, --------------------- Version Date: 9/26/2006 PUBLIC WAY AGREEMENT Page 6 and upon sixty (60) days written notice from the City. Pursuant to the provisions of Section 14, Grantee agrees to protect and save harmless the City from any customer or third-party claims for service interruption or other losses in connection with any such change, relocation, abandonment, or vacation of the Pubic Way. B. In the event that the Public Way shall become a. Primary State Highway as provided by law, the State Department of Transportation may order the Grantee to perform or undertake, at its sole expense, changes to the location of Grantee Facilities so that the same shall not interfere with such state highway and so that such facilities shall conform to such new grades or routes as may be established. C. If a readjustment or relocation of the Grantee Facilities is necessitated by a request from a party other than the City, that party shall pay the Grantee the actual costs thereof. Section 12. Abandonment and or Removal of Grantee Facilities A. Within one hundred and eighty (180) days of Grantee's permanent cessation of use of the Grantee Facilities, or any portion thereof, the Grantee shall, at the City's discretion, either abandon in place or remove the affected facilities. B. The parties agree that those conduits specified in Exhibit E, attached hereto and incorporated by reference, have been abandoned by the Grantee and are the property of the City. The City has all responsibility for the operation and maintenance of those conduits. In consideration of the Grantee releasing all claims it may have to the ownership of the conduits, the City grants the Grantee the right to use one conduit within each of the multi-conduit bundle shown in Exhibit E for the period of this Public Way Agreement, including any renewals thereof under Section 3. C. The parties expressly agree that this Section shall survive the expiration, revocation or termination of this Public Way Agreement. Section 13. Undergrounding A. The parties agree that this Public Way Agreement does not limit the City's authority under federal law, state law, or the ACC, to require the undergrounding of utilities. B. Whenever the City requires the undergrounding of aerial utilities in the Public Way, the Grantee shall underground the Grantee Facilities in the manner specified by the City Engineer, and where other utilities are present and involved in the undergrounding project, Grantee shall only be required to pay its --------------------- Version Date: 9/26/2006 PUBLIC WAY AGREEMENT Page 7 fair share of common costs borne by all utilities, in addition to the costs specifically attributable to the undergrounding of Grantee Facilities. Common costs shall include necessary costs for common trenching and utility vaults. Fair share shall be determined in comparison to the total number and size of all other utility facilities being undergrounded. Section 14. Indemnification and Hold Harmless A. The Grantee shall defend, indemnify, and hold the City and its officers, officials, agents, employees, and volunteers harmless from any and all costs, claims, injuries, damages, losses, suits, or liabilities of any nature including attorneys' fees arising out of or in connection with the Grantee's performance under this Public Way Agreement, except to the extent such costs, claims, injuries, damages, losses, suits, or liabilities are caused by the negligence of the City. B. The Grantee shall hold the City harmless from any liability arising out of or in connection with any damage or loss to the Grantee Facilities caused by maintenance and/or construction work performed by, or on behalf of, the City within the Public Way or any other City road, right-of-way, or other property, except to the extent any such damage or loss is directly caused by the negligence of the City, or its agent performing such work. C. The Grantee acknowledges that neither the City nor any other public agency with responsibility for fire fighting, emergency rescue, public safety or similar duties within the City has the capability to provide trench, close trench or confined space rescue. The Grantee, and its agents, assigns, successors, or contractors, shall make such arrangements as Grantee deems fit for the provision of such services. The Grantee shall hold the City harmless from any liability arising out of or in connection with any damage or loss to the Grantee for the City's failure or inability to provide such services, and, pursuant to the terms of Section 14(A), the Grantee shall indemnify the City against any and all third- party costs, claims, injuries, damages, losses, suits, or liabilities based on the City's failure or inability to provide such services. D. Should a court of competent jurisdiction determine that this Agreement is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Grantee and the City, its officers, officials, employees, and volunteers, the Grantee's liability hereunder shall be only to the extent of the Grantee's negligence. It is further specifically and expressly understood that the indemnification provided herein constitutes the City's and Grantee's waivers of immunity under Industrial Insurance, Title 51 RCW, solely for the purposes of the indemnifications set forth in this Section 14. --------------------- Version Date: 9/26/2006 PUBLIC WAY AGREEMENT Page 8 This waiver has been mutually negotiated by the parties. The provisions of this section shall survive the expiration or termination of this Agreement. E. Acceptance by the City of any work performed by the Grantee shall not be grounds for avoidance of this section. Section 15. Insurance A. The Grantee shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Consultant, its agents, representatives, or employees in the amounts and types set forth below: 1. Automobile Liability insurance covering. all owned, non- owned, hired, and leased vehicles with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 2. Commercial General Liability insurance with limits no less than $1,000,000 each occurrence, $2,000,000 general aggregate and a $2,000,000 products-completed operations aggregate limit. Coverage shall be written on ISO occurrence form CG 00 01 and shall cover liability arising from premises, operations, independent contractors, products-completed operations, and personal injury and advertising injury and liability assumed under an insured contract. Aggregate limit of $2 Million can be satisfied by Excess Liability at $1 Million. There shall be no endorsement or modification of the Commercial General Liability insurance for liability arising from explosion, collapse, or underground property damage. The City shall be named as an additional insured under the Grantee's Commercial General Liability insurance policy with respect to the work performed under this Public Way Agreement using ISO Additional Insured Endorsement CG 20 10 10 01 and Additional Insured- Completed Operations endorsement CG 20 37 10 01 or substitute endorsements providing equivalent coverage. 3. Professional Liability insurance with limits no less than $1,000,000 per claim for all professionals employed or retained by the Grantee to perform services under this Public Way Agreement. 4. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. Employer's Liability $1 Million per occurrence (Stop Gap Liability included in Employer's Liability.) --------------------- Version Date: 9/26/2006 PUBLIC WAY AGREEMENT Page 9 B. The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability, Professional Liability, and Commercial General Liability insurance: 1. The Grantee's insurance coverage shall be primary insurance as respects the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be in excess of the Grantee's insurance and shall not contribute with it. 2. The Grantee's insurance shall be endorsed to state that coverage shall not be cancelled by either party except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to the City. C. Acceptability of Insurers. Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VII. D. Verification of Coverage. Grantee shall furnish the City with documentation of insurer's A.M. Best rating and with original certificates and a copy of amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the insurance requirements of the Consultant before commencement of the work. E. Grantee shall have the right to self-insure any or all of the above- required insurance. Any such self insurance is subject to approval by the City. F. Grantee's maintenance of insurance as required by this Agreement shall not be construed to limit the liability of Grantee to the coverage provided by such insurance, or otherwise limit the City's recourse to any remedy to which the City is otherwise entitled at law or in equity. Section 16. Performance Security Pursuant to ACC Chapter 20.10, the Grantee shall provide the City with an irrevocable, unconditional letter of credit from a Washington State bank as specified in ACC Section 20.10.250, in a form and substance acceptable to the City, securing the Grantee's faithful compliance with the terms of this Public Way Agreement. Such guarantees shall be in the amount of ten thousand dollars ($10,000.00). Section 17. Successors and Assignees A. All the provisions, conditions, regulations and requirements herein contained shall be binding upon the successors, assigns of, and independent contractors of the Grantee, and all rights and privileges, as well as all obligations and liabilities of the Grantee shall inure to its successors, assignees and --------------------- Version Date: 9/26/2006 PUBLIC WAY AGREEMENT Page 10 contractors equally as if they were specifically mentioned herein wherever the Grantee is mentioned. B. This public way agreement shall not be leased, assigned or otherwise alienated without the express consent of the City by resolution, which approval shall not be unreasonably withheld. C. Grantee and any proposed assignee or transferee shall provide and certify the following to the City not less than 120 days prior to the proposed date of transfer: (a) Complete information setting forth the nature, term and conditions of the proposed assignment or transfer; (b) All information required by the City of an applicant for a Public Way Agreement with respect to the proposed assignee or transferee; and, (c) An application fee which shall' be set by the City, plus any other costs actually and reasonably incurred by the City in processing, and investigating the proposed assignment or transfer. Section 18. Dispute Resolution A. In the event of a dispute between the City and the Grantee arising by reason of this Agreement, the dispute shall first be referred to the operational officers or representatives designated by Grantor and Grantee to have oversight over the administration of this Agreement. The officers or representatives shall meet within fifteen (15) calendar days of either party's request for a meeting, whichever request is first, and the parties shall make a good faith effort to achieve a resolution of the dispute. B. If the parties fail to achieve a resolution of the dispute in this manner, either party may then pursue any available judicial remedies. This Public Way Agreement shall be governed by and construed in accordance with the laws of the State of Washington. In the event any suit, arbitration, or other proceeding is instituted to enforce any term of this Agreement, the parties specifically understand and agree that venue shall be exclusively in King County, Washington. The prevailing party in any such action shall be entitled to its attorneys' fees and costs of suit, which shall be fixed by the judge hearing the case, and such fees shall be included in the judgment. Section 19. Enforcement and Remedies A. If the Grantee shall willfully violate, or fail to comply with any of the provisions of this Public Way Agreement through willful intent or gross negligence, or should it fail to heed or comply with any notice given to Grantee under the provisions of this agreement, the City may, at its discretion, provide Grantee with written notice to cure the breach within thirty (30) days of notification. If the City determines the breach cannot be cured within thirty days, the City may specify a longer cure period, and condition the extension of --------------------- Version Date: 9/26/2006 PUBLIC WAY AGREEMENT Page 11 time on Grantee's submittal of a plan to cure the breach within the specified period, commencement of work within the original thirty day cure period, and diligent prosecution of the work to completion. If the breach is not cured within the specified time, or the Grantee does not comply with the specified conditions, the Grantee, and its successors or assignees, shall forfeit all rights conferred hereunder, and the Public Way Agreement may be revoked or annulled by the City with no further notification. B. Should the City determine that Grantee is acting beyond the scope of permission granted herein for Grantee Facilities and Grantee Services, the City reserves the right to cancel this Public Way Agreement upon thirty days (30) written notice to Grantee and require the Grantee to apply for, obtain, and comply with all applicable City permits, franchises, or other City permissions for such actions, and if the Grantee's actions are not allowed under the Auburn City Code, to compel Grantee to cease such actions. Section 20. Compliance with Laws and Regulations A. This Public Way Agreement is subject to, and the Grantee shall comply with all applicable federal and state or City laws, regulations and policies (including all applicable elements of the City's comprehensive plan), in conformance with federal laws and regulations, affecting performance under this Public Way Agreement. Furthermore, notwithstanding any other terms of this agreement appearing to the contrary, the Grantee shall be subject to the police power of the City to adopt and enforce general ordinances necessary to protect the safety and welfare of the general public in relation to the rights granted in the Public Way. B. The City reserves the right at any time to amend this Public Way Agreement to conform to any hereafter enacted, amended, or adopted federal or state statute or regulation relating to the public health, safety, and welfare, or relating to roadway regulation, or a City Ordinance enacted pursuant to such federal or state statute or regulation upon providing Grantee with thirty (30) days written notice of its action setting forth the full text of the amendment and identifying the statute, regulation, or ordinance requiring the amendment. Said amendment shall become automatically effective upon expiration of the notice period unless, before expiration of that period, the Grantee makes a written call for negotiations over the terms of the amendment. If the parties do not reach agreement as to the terms of the amendment within thirty (30) days of the initial notice, the City may enact the proposed amendment, by incorporating the Grantee's concerns to the maximum extent the City deems possible. C. The City may terminate this Public Way Agreement upon thirty (30) days written notice to the Grantee, if the Grantee fails to comply with such amendment or modification. --------------------- Version Date: 9/26/2006 PUBLIC WAY AGREEMENT Page 12 Section 21. License, Tax and Other Charges This Public Way Agreement shall not exempt the Grantee from any future license, tax, or charge which the City may hereinafter adopt pursuant to authority granted to it under state or federal law for revenue or as reimbursement for use and occupancy of public ways. Section 22. Consequential Damages Limitation Notwithstanding any other provision of this Agreement, in no event shall either party be liable for any special, incidental, indirect, punitive, reliance, consequential or similar damages. Section 23. Severability If any portion of this Public Way Agreement is deemed invalid, the remainder portions shall remain in effect. Section 24. Titles The section titles used herein are for reference only and should not be used for the purpose of interpreting this Public Way Agreement. DATED and SIGNED this~~day of~~~~`~'~ , 2006. CITY OF AUBURN `~ __--~ .-~ PETER B. LEWIS MAYOR ATTEST: Darl~ielle E. 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SE -176 S2+BO BACK ECUA710N S ~ 0 ' ANEAO ~ y 32 16' ~ 14' r I 36' ' ~ 2 D' _ S I _ CA 30' 29' ~ fi ~ ~ t I I `~ SG 1+27 BEGIN CULVERT 26' 0/S _ I I , ~ ' STA 1+58 PI RT 36' 0/S , ;6 _ y ~ STA 1+73 BECIN CONCRETE CURB - I 28 0 S I ~ STA 1+83 DAMN YANHOIE 18' 0/ ~ S ~ STA 1+93 BEGIN DRIVEWAY I ASPHALT ~ 6 NIN R I cc 1NN eE I q1Y o ~9uRN AuBUR 4 - STA 2+27 END DRIVEWAY __ STA 1+36 CATCH BASIN 28'0/5 STA 2+k BEGIN MANHOLE ~ I T1 END 2 6 PVC-PFL N I ~ I z STA 2+48 END NANHOIF BECIN 2 6 PYC-PfL to I STA 2+76 END CULVERT 25' 0/S I STA 2+80 BECIN FFNCE 30' O~S ~ I S ~ f rn z ~ n I ' I;+ N o -+ I 2 2 ~ Z I ~ mNOWi 2` ~ ~p Bl• r ,~ ~o = c ~ yG ~ I - Z I I ~ _ - =a I ~ .n I ~' F n I I D~'o v mno o I ~ m m m I __ T ~___ ____ t _ STA S+TT (3) 2' TELEPHONE Z. ~ ~ - - UNDER %-ING 52' . ! SEPARATION ~ .. D ' ~ - ~ v ~ ~ m ~ - Z I A ~~ I ___ ___ STA 5+53 3 2' ELECTRIC D%~ o o m I -~ c ---- ---- E -~ UNDFA %-INC 3 ' 6 SEPARATION () (] r ~ . 4 __ w ___ ___ __ - w ' t7 y STA 6+65 6 WATER MAIN . m m y 3!' . 6 SEPARATION C - ~ VIA o O A y °' J C ~ ~ 0 6 8 ' A_ gp _ __ ____ su __ STA 6+10 18 STDRN DRAIN 30' 29' !8' , 2 SEPARATION ~ ~ T 21' p A 14. ~ ~ D 16' ' r ' z + m 32 ° m o SURVEY STA. 6+60 SEE DW G N0 . SFA-t78 N D - I _ I O s - ~ v ~ II ~ J v o m rn 0 6~ O h SURVEY STA. 6+6 SE D WC N0. SFA-177 AA ~ I ~ i3 ~ O 32' ,~ C 16' STA 6 76 T E 3 ' / ~ p I i ' I + R 0 E 0 S n ti 22 y ~-C' I I 6 1 1 I4' I J j ~ _ ~ I dd I tl ~ I ~+ I I I STA 7+25 ENO FENCE TREE 30 O S $ I I I I ~ I ~ ~ I 1 I I I I I I I I i I I I ~ • ~ I STA 8+10 18 STORN DRAIN j 3y , 4 SEPARATION r- so i - 3{ I so -- 5fA 8+13 CULVERT 29' 0/5 i s I I 4 I i I i i I ~ I SEA 8+71 BEGIN SIDEWALK I i I I STA 8+74 l1CHT VAULT 29' 0 5 ~ j y I UGNT POLE 34 0 S q ~ F--- -- ~ j STA B+78 CATCH BASIN 28' 0/S ~ 8' I _ i I I STA 8+90 BEGIN DRIVEWAY i ~ I -s _ JI STA 9+00 IO' SEWER OVEA %-ING ~ I ~ 1 _ - __ jl ASPHALT /B' , 6 SEPARATION j I A i STA 9+12 END ORIYEWAY i i ' < 1 STA 9+19 CATCH BASIN 26 0/S ~ to I i I ~ I ~ STA 9 37 ' ~ j ~ _ + TREE 40 0/S I I I - ' i ~ i I I ,I y I I DO I n O I I ~ ~ ~ :N O '~ I _ 1 Z •• p ~ ' I I Y S S AN-° Ax I I I m'Z ~ ~ STA 10+15 UNKNOWN VAULT 2B' 0/S ~ I I ~I _ O o I I I ' ' I c Z j ~ e ~ I j 4 i t 1 I ~ 1 I i d ~ ~ STA 10+64 CATCH BASIN 2T 0/S I I _ I I i I ii 2 T ~ ~ i I I ~D I ~ I I I ~ :n I I I i I ; t _ •n 1 ; jl Z_ I ^ ~ 1 I 1 ~ 1 SEA 11+81 ENO TRENCH 1 BEGN BOAE, j ~ BEGIN (1) 6' HDPE I 1 i ~ ~ 1 STA II+B6 UNKNOWN VAULT 28' 0 S y' ~ ~ -p ~ ; IJCNT POLE /274316490 34 0 5 cx~ ~ @ ' 1 C N O O i 32 11 STA 12+10 CATCN BASIN 27' 0 5 m 1 ~ ~ ' 1 SEA 12+20 UNKNOWN VAULT 29' 0/S _ D 11 ' i . - - I STA 12+27 iB SEWER DYER %-INC ~ 1 ~,~~ '-1 ~ 120 ~ 25 SEPARATION O 1O m D L___ ---- 1 I o ~ ~ ~ 11 STA 12+28 UNKNOWN VAULT 30' 0 S ;O ~ ~ !~ _ s _____ _ _ _ L1S __ IIGHf POLE (312738 164909 34 0 S 1 N O D --------------------- - - ~~'~-- 43 --- 1 , r - ---- - - -" "'---------------- ~ ~ C) 66 j STA 12+55 EDGE OF PAVEMENT N O A n I x ~ I 371N STREET NORIHWESf SOUTH 292ND STREET O _ _ I _ _ z 1 °° STA 12+89 BEGIN ISLtND p g O a SG 12+99 Y WAffA UNDER %-INC ~ i 47 , 62 SEPARATION - _ - STA 13+OS SIGNAL POLE - ~ * 25 ~ --- W -- X31727 164913 34 0 S o ; ti ~ ~ D ~ STA 13+09 UNKNOWN VAULT 32' 0 S ' ~ r ~ !'.~ SURVEY STA 13+20 SEE D WG N0 SFA-179 ~ . . N O ~ - o N ~ V ; 11 o w N O ~~ 61 N ~ 9 A SURVEY STA. 13+20 SEE DWG N 0. SFA-179 O STA 13+25 END ISUND O I 3 : rn tii `C I I I . I - I I S1A 13+59 CATCH BASIN 30' 0/S ~ __ G ~____ _ ___ G __ ~~ ' I STA I3+61 2 CASUNDER %-iNG ' I i , BS SEPARATION 34 ~ ~ STA 13+65 EDGE OF P ~ AVEMENT C I ~ I I R ~ I STA 11+02 END SIDEWALK ~ I I I I I I I I I I I I a $ 32 STA 14+65 UNKNOWN VAUIi 28' 0/S I6 `----- --- __ - - - -----~ STA 14+T! BECIN DRIVEWAY I i I ~ I I ASPHAL T I ~I STA 14+94 END DAIVEWAY - ~ $i 28' S1A 14+98 'LIGHT POLE _ $ +312111 16!918 !0 0 S ~ "• ~ ~ STA 15+02 END BORE E E END 2 6' HOPE I I ~ I __ E _+_ _ ___- E __ I I ~ I I i ~ I G I ~ ~ l ~ O _ Z \ ~ to I STA 15+96 FIRE HYDRANT 34' 0 - a ~ _ /S -------- I 8 y~ -- STA 16+00 UNKNOWN VAULT 31' 0/ _ S -+ _ H I I ~F ~ ~ I IB' STA 16+39 PI LT 18' 0/S I c,z m ~ s i i o z F r°i~+ n x z ~~ I ~ I w ~ I ~ I ' c~ m a - ~ I I I I ' I I p ~ ,, - ;n n _ , , I Z r I I / ~ ~ ` ' I ~ STA iB+10 BEGIN DRIVEWAY I I avv v I I ~'D o o Asrxut G N ~ ~ ~ m m m ~ Z ~ - i W STA 18+52 END DRIVEWAY ~:v ~ -~ N I I ' n I _ STA 18+62 TREE 34 0/S z I A z I o ~ ; O m O ~ ~ ~ _ ~ n .~ z ~ ~~ ~ ~ ~ . y ~ 0 ~ A ~ STA 19+16 BECIN PFL MANHOLE O s ( END 1 6 PYC z ) STA 19+20 END PFL MANHOLE o BECIN 2 6 PVC G G 0 I I ~ I I 2' 'o ~ ' ~ ~ 1B 67 y i6' W m 31' tn~ a SURVEY STA. f 9+BO SEE DW G N0 SFA-180 N ~ . a o V II 10 ; ~ En f t0 t ao O l O ~ ~ SURVEY STA. 19+80 SEE DW C N0. SFA-179 ~ ~ t j ~ O 3Y ~ { Fn ~C . I ~ I 1e ~ I I 18' ' 2 6 - ~ € i ~ E S1A 20+SB BEGR! GUARDRAIL 1B' 0/S s I r ~~ I I I I ~ I I i ~ I I I ~ i I ~ I m < I I ~ ^^ N o I I - =_ 4 ~ I ~ I y I I > N r =i ce s m S 2 O g I _ I 6 I mN~ x Z p j ~ I 21' STA 23+31 R/l CHANGE 21' 0/S ~ ~ o ~ e~ I I 2 I I I y~ r V .ate I ;n~ I . .,., z _ ~n ~ I I I ' D ~ v C v .2 ~ ~ ~'~ ~ ~ I I z. r*i ~ ~ I ~ I .. -+ -+ D n .. .. ~k D ~ In ~ . i m ~ I A a z ~ . D O - E E STA 25+SO GUY POLE 29' 0 5 ~ ~ ~ !~ W ANCHOR CO ~ ~ I I ~ Z _ ~n u i -i Z 3 A ~ ~ , ~ `~ ~° O ~ z~ JC y O Z O a ~ 24' i STA 26+0{ R/L CHANGE 24' 0/S `o ~ n ~ ~ m 16, p ~' 32' m m O SURVEY STA, 26+10 SEE OW G N0. SEA-I81 N 1 O J O 11 o O ; -p (n O N A O 2s- ~~~o .~ ~• ~ ~~ R ~_ 0 y~ S ~N-' c>>c Z ~ ~ r n O s ~ m A S 'O -ar rnn z~') R~ n ~ ~ -~ m D O O C N ~ ~m m `m z -n+ -O+ W .. .. s ~~~ ~ ~ ~ m Z I A A ~ D' O O;o mom O ~ .i n D m o N p ~ ~ --1 ~rr ~ D 2 O O 0 ~ ~ n N D m m o + L^ o D y 1 O J ~ ~ I I -- ~ o W W 0 _ STA 26+70 END GUARDRAIL 25' 0/S STA 26+94 GUY POLE 29610 2fi' 0 S W ANCHOR 27+65 WATER VALVE 18' 0/S STA 27+67 WATER VALVE 25' 0/S STA 27+68 BEGIN BORE BECIN 2 8 HOPE STA 27+77 BEGIN SIDEWAIJ( STA 27+83 BEGIN DRIVEWAY STA 21+94 SEWEA OVER X-LNG 15 ~, 75 SEPARATION STA 28+24 END DRIVEWAY STA 28+28 END BORE END 1 6 HDPE STA 2B+fiI BEGIN P YANHOIf END 2 6 PYC STA 28+65 GUY POLE 33' 0 S W ANCHOR E10 TIANHOLE, BEGIN (2) 6' PVC STA 28+90 PI LT 19' 0/S STA 29+11 l1GNT VAULT 2B' 0 S LIGHT POLE `311577 764968 33 0 S I UNKNOWtI PVC UI DEA X-INC P6• 13' SEPARATION STA 29+30 PI Ri 28' D/S _ STA 29+SS FlAE HYORANt 34' 0/S STA 29+62 WATER YALYE 32' 0/S S/T 30+10 GUY POLE W/ANCH ig 84963 33 0 S STA 30+68 UNKNOWN VAULT 2B' 0 S 11CH1 POLE /312360 164960 33 0 S 1• UNKNOWN PVC Ul DER X-INC pg• 12' SEPARATION STA 32+56 TIRE HYDRANT 31' 0/S SLA 32+84 WATER VALVE 3/' 0/S STA 32+69 tICN1 POLE 34' 0/S I' ELECTRIC UNDER %-LNG (,Z7•) , 14• SEPARATION o-- c~ t ~ - SURYEY STA. 33+00 SEE DWG N0. SEA-161 ~ r~ ~ ~ ~ I 40'--- C y ~ ~ 2 ^ ~~ C 7 ` ` . 25' a E E I I STA 33+32 CATCH AASIN 24' 0/S 26' I I 3' 30' 131' I I I "e I I - __ I STA 37+71 UNKNOWN VALVE 33' 0/S I ~ I g 1 ~ k'I a $~ E 1 1 I ~ ~ -- E ~---- --__ E __~ STA 3{+28 UNKNOWN VAULT 25' 0 5 I I UGHT POLE /312530 1649J9 St 0 S I 1' CTRI PVC UN EA X-ING ~ ~ SEPARATION 1 2( 7'), 16 ~ I / I I I I I I I ~ ~ I I i I I _ STA 34+83 CATCH BASIN 24' 0/S I I -- I ~ / - I ~ I I I I I r I ~ I I I I I 1 I I -1 _ STA 35+36 FIRE HYDRANT 32' 0/S I I < I I ~ I ~ z I o N ~ I I I I 1 I I I I I I °' STA 36+00 UGHf VAUIT 1S' 0 S - z - I~ __ j - E L1CHi POLE /312513 161930 3 I ~ 0 0 S I 1 EjFCTRIC PVC UN ER X-ING I _ ~ 23 I6' SEPARATION ti p N m ~ o I STA 36+2/ CATCH BASIN ' . = ~ ~ s ~ - - IE--'- I 21 0 5 -~- E -- UNK , c i z m ii NOWN VAULT 25 0 S ~ 1' ELECTRIC PVC UND ~ = Q ~ E X-ING ' ( ,o •. Z ~ SEPARATION 257, 16 •~ ~~STA'36+27 UNKNOWN VAULVE 31' 0/S A mz+ o x ~ ; ~~ i ~ ~ s ~ ~ m ~ I I I I I = I I I I I I I I I I I I I I I I I I I I I I A I ' I ~ ST 37+32 CATCH BASIN 21 0/S :a I I - 1 I = - ~ n I I I I I - I I I I I ~ - I -- STA 37+71 U ' _ ""' _____ E __ NKNOWN VAULT 25 0 5 -~ - E ~ UCHi POUT /312196 164923 30 0 S 1' ELECTRIC VC n n I I P UN ER %-INC ' ( ~ I , i6 SEPARATION ~ 2 l u I I j I ~ D `v -O ~ I I j I m D O O j I STA 76420 CATCH BASIN 24' 0/ C N ~ ~ ~ S I Z.m A n ~ I I -+ ~ E I I D W ~ I Cr-)w ~ N m ~ I ~ S1A 38+46 FlAE HYDRANT 3 ' O ~ r i > _ 1 0/S 1 Z I m A~ I ~ 1 D: O I I ~ ~ -- o m • I I ~ ~ O_.O v ~ 6 I I $ 1 -4 Z ~ ` ,,,,I 1 Z i 1 ~ '~ ~ 0 30' 31' ~1 -' °a I I u ie I ~ ~ x ~ I I ~ I p ~ ~ ~ STA J9+09 CATCH BASIN 24' 0/S z A ` ' 1 o j 1 3 26' ~ ~ o I ' ~ i ' S 1 25 ~` ° 3 ~ E -' ----- 1 STA J9+U UNKNOWN VAULT 25' 0 S ~ ~ D I I ---- E -_ ~ I~GHT POLE /312160 16!918 31 0 5 10' ~ , I ELECTRIC PVC UN ER X-INC W m I 5 ), I6' SEPARATION 0 o SURVEY S TA. 3 9+60 SEE DWG N 0 A' SFA-183 f V N . O D -a I O -• ao ~ II N ~ O W ~O _ _ O~ O G'• n a e~~~~ y ~ qq- ~25 A s~ y I ~ I b"~ 2 m~~ ~x X ~~ ~ n 0 s = m a 2 w ~~~ ~~ ~n m D O O C N ~ ~ ~ rl rn m Z ~ D~ ~~ ~v~k ~ ti m m °zlo`^~ D A ~ o m (1 ~ ~ ~ . Z ~ n D z ~ .Zm1 ~ O N ~ ~ x~ a ~ z v O A b ~ v n W D ' r o + ~' N ~ ~ ° o Ol ~ II W ~ N A ~ N O O ~',, AA}~ _ STA 39+76 OPl NARKER Sfi' 0/S 1= STA 11+12 CATCH BASIN 24' 0/S ~~ j STA /1+I7 UNKNOWN VAULT 23' 0 S I----- IJGHi POLE /312485 164915 31 0 S I ~ O STA IL+33 BEGIN BORE I ~ BEGIN 2 6 NDPE 2B O S 2B ~ STA 41+44 FIRE HYDRANT 49' 0 S STA 41+/S WATER UNDER K-INC - - _~'~ w - 42' , 23 SEPARATION I I I STA 41+SB BEGIN DRIVEWAY I 1 I I I I-- w----- ----- w -- STA 41+80 WATER UNDER K-ING j 29iN 5fREEf NORTHWEST 34 64 SEPARATION I I I I I _ __ I --- I I 8' I I I I I I I I I I I I I I I I < 1 I I I I I I I 27' i I K I /~~/ I ~ / I ~ 30' L I I I I I 1 I I I I , I I I II I ~ I I s,l I I I 1 I IS' 23' i I I I I I ~; I I I 1T uNN----- I -' I ~ I I F- -- ~ a wu~ 1- I 1 ~ I EI ~ I I I ~ ~ 3I I I I i 1 -26'- 44'- I I ~~ i STA /2+83 PI LT 27' 0 S END BORE, END 2 6 HDPE STA 42+98 UNKNOWN VAULT 28' 0 S LIGHT POLE X312446 164912 39 0 S STA 43+11 PI RT 30' 0/S __ STA 44+60 WATER VALVE 11' O/S UKN-- STA U+71 UNKNOWN VAULT 28' 0 S UCHi POLE 1312131 164909 35 0 5 1_1BIKNOWN' PVC U DER K-ING 14' , 2T SEPARATION ~~~ STA 14+78 FlRE HYDRANT 33' 0/5 _\STA 44+87 CATCH BASIN 26' 0/S STA 45+40 pBEGIN PR MANHOLE PN IT 20'60IVC STA 15+44 END MANHOLE BEGIN 2 6 PVC STA 43+48 BEGIN BORE BEGIN 1 6 NDPE 33 0 S __~ STA 43+BB BECIN DRIVEWAY ASPHALT tS~ 01 t SURVEY STA 46+20 SEf DWC N0 SG-183 . . I 44 I ~ ~] 'I ~ t-' ~ ~ -27 I ' ~ ~ - ~~ ____ E __ STA 46+/6 UNKNOWN VAULT ZB' 0 S ' ~ ~ ~ ~ ' I I 0' UCHi POLE 1317,43 164905 35 0 5 ~ ~ i7 I ' HOPE ENE R~CEO f1E E I 2 ^C ' I 3P CT D I N R X -ING @ I ~ STA 46 59 / ' 9 I ~ + R L CHANGE 31 0/S - ~ I I I I I ~ _ ~ f ~ ~ ~ I I I - R F- -P I w~nn ___ 1 - I I I - _-- . ~ _i STA 47+37 CATCH BASIN 25' 0/S I I I I I ~ _ 51A /7+62 FIRE HYDRANT 3/' 0/S i ~ I I I I - I I I ~ ~ I S I $ I ~ I -- STA 4B+19 UNKNOWN VAULT 28' 0 S ~ KN-- ~- ---uKN-- L G T PO /312397 164902 3 I t 5 0 S I UNNNOW PVC UI DER %-ING - ° I I 18• SEPARATION (23•) I ~ I ~ I i I I 2 1 I - I ! I + ~ ' I STA 48+71 BEGIN BORE 31' 0 5 ' 31 I BECIN 2 6 HDPE-PFL I i I ~ t m ~ -- SW-- - STA 48+94 TLFIEPHONE PEDESTAL ~ i ~---usw-- 41 0 5, US WEST UNDER %-ING ' ~ I 2S I (3~ , 22 SEPARATION q $ O STA 49+02 BEGIN DRIVEWAY ~ I ~ ~ I I I ASPHALT ~ i I 1 I _ ° = s~ ~ STA 49+42 END DRIVEWAY z ~n I u, __~ I I ~ I STA 49+BB END BORE I END 2 6 HOPE-PFL m x i o 3Z' S 4 ' •~ = I 1 - TA 9+76 WATER VALVE 36 O S i? f w --~ - --- _ w _ 3 ! WATER UNOFR %-ING ' ' m ~ , ~ x ' 8 SEPARATION 33 ' Z ~ ~ __F__ it smn_ ___ '_ STA 49+87 CATCH BASIN 26 0/S I To I ~ i I z ~ ~ I I z I 1 I = I I I I I I I I STA 50+30 WATER VAL E ' I ~ ~ ~ V II 0/S I I I 1 I I I I I 1 " ~ I ~ i STA 50+69 FIRE HYDRANT 30' 0/S I I _ I ~ I I I I ;n I I I I 1 I I `11 i ~ i I z .mow I i i I .~ I I I I I I I I I ~ ~ I STA 51+53 BEGIN BORE J3' 0 5 I BECIN 2 fi HDPE-PR C = ~ ~ 1 STA 51+70 UNKNOWN VAULT 28' 0 S O O 3Z' UCHT POLE 2702 35 O S C y `- - • I 1 ELECTRIC ~ ING (yp ~ ~mm n m n -- i u w4m ----~ STA 51+74 TELEPHONE PEDESTAL 43' O = ~ -w ______r awu- I E S 3 POWER UNES • w I - __~_ P __ E __ g5 P ~ ~v ~ ~ m m ~ I -~ _= ~ STA 51+80 ELECTRIC VAULT 37' 0/S F~ Z I ~ ~ ~ i - so --i~ F}--- STA 51+89 CATLN BASIN 26' 0 O I I so -- 5 r UNKNOWN VAU i i ~~ p m I I ~ 0 5 I I 8' STORK ORAIN( 5 ~ + L. ~ 4 ~ ~ n i ~ I ~ 52 1 ~ %-ING f /1 _ G + ~ 84 47 SEPARA710N r m m ti i i t _ 0 STA 52+10 EOGE OF PAVEYEN7 ~ O i i A ~ ~ _ i w _ ~ _ SU 52+29 WATER VALVE IS' 0 5 t/1 O I __ __ _ w 6 WATER UNDER %-ING g) ~ A i i i I O S I i I 126TH STREET STA 52+51 B' SEWFA UNE (ems 7 I (DEAD END) 9 ---- ~ == - -r s,'r~-~== -- STA 52+64 MONITORING WELL 4g' 0/S ~ ~ I a I I I ^ SFA 52+65 EDGE OF PAVEY ~ i EN7 I ~ B. I i . v n i 2T ' I ' A r 44' STA 52+99 CATCH BASIN 28' 0/S t1 __ H• r O + ma ____ Uj N SURVEY STA. 52+99 SEE DWG N0. SEA-105 D O -I O -- ' H N - A ~ N I _ N ~ T N + ~ _ c c - ~ _ zs' -.4 N ~ - ti O SDR~ ~ ~ Y sr~ ~ ~ ,~J ~ ~, DD ~ e A SE i ~, ` E ` DB,O f ` NO ` ~ SE4,16{ ~ j 1 '/ /1 B R ~ / ~ 31' / , i 6 ' STA O+ ~ 3O 1 pp 4 / f ~ i 3T SrA C4ICy f l;iJ ' END 1 ~ ~/N 17' ~RIL1 _ ~r Y N~ ~ R D BD 0 S '~ B _ s / ] P n /~ f ~ $q D+ f ~ $ R f N A F TDRq~ rE r S A O ~ D S ~VE 16 , +~ 0 S I END ~ i f 1 6 PVC p~PR Y S AHNO~, f 31' - BECI i 3 ~ / H 1 1 i HNOt 6 P i E VC, ~ f f I r ~ l 1 + 6 ~ BEC H 2 6 H PF DIREC ~ _ TIONAL BOR E I i STA 1 ~ +53. BECIN D ~ RIVETyAY ASP $ I ~ I HALT I I _ I I _ E f == = E I ~ I .==~ c _ STA 1+9 I ~ ~ n0""- -- 1 3 2~ ELECT 39 ~ I __~_ RIC U 61 SEPARATION NDER X-INC f ~ STA 1+OI EHD D 3 ~ I ~ i RIVEWAY i i ~ j j I STA 2+02 SP I ^ RINKLER ygLyE 36, 0 j I I S I STA 2 m +04 CATCH BASIN 2Y O s < I I I p ~ i i STA 1+13 WATER VALV ' I E 11 O S a N i I STA 2+28 i WATER NETER 10' 0 S I S1A 2+B/ BEGIN DRIVEWAY I I I I ~ ~ ~ ASPHALT STA 3+09 END DRIVEWAY ~ p m O ~ j SG 3+I6 FND DIRECTIONAL BORE END 2 6 HDPE m y o ~ I i i ~ ' ~~ z 32 STA 3+2! BECIN TREES 41 0/S ~ i '~ I i i 15 APART ~= STA 3+A6 CATCH BASIN 2)' 0/S m N. .' ~ x I ~ I ~~ $_STAON D~t,UN UNDER X INC z , ~ ~ I ~ ~ 24 12 SEPARATION N T-~' Hour -~1- ----- 5TA 3+/8 WATER VAWE 15' 0/5 ~ ~ ~ _ ~ I ~ ~ -~ SG 3+BZ iRAfFIC VAULT 29' O S _,• s~_ I __y__ _________ LIGHT POLE 35 0 5 i ~ I j - y , ~F STA 3+73 WATER VALYE 15' 0 5 I , _ I ___ w __ F)ItE HYDRANT 31 0 S ~ ~ 6 WATER OVER X-I iG t b7 12' SEPAR , , ATION I i i I I i 8 `~ ~ „ ~ I I STA 4+32 4' GAS DYER X-ING ~ I I - c --r- __ O __ 10 6 SEPARATION /~~ ~ / ' I I ~ STA 4+37 LIGHT POLE A1' 0/S ,. l l i i I I I I ~ ~ r~~• r~ro~ ~ 1 2 "' I STA 4+Bt PO ' _ WER VAULT 3T 0/S x ( ~ I ' I D v v v i ~_~ m D. O O j ~ STA 5+01 WATER VALVE 1A' 0/5 C N ~ m m I i ~ m Z O O ~ i SU 5+20 WATER VALVE 15' 0/5 '. ,- + , + ~ I j ' - W ~~~ - -- w -- 6 WATER QYER X-ING W D f. , ~ 1 I 12 SEPARATION 48 ' ~~ ~ m ~ I ~ I tSTA 5+27 WATER VALVE 12' 0/S m I. SECT i I ~~ 3' = I p D I I ~ iN +E R ~ a ~ o m ' i I +E nO ~ ~ I $ ~tzn ~n I ~ i I ~ I • ~ ~ ~ p j m ~ ~ -ti Hour ---- ~- ________ S+A 5+69 CATCH BASIN 2T 0/S ~ 3:. o ~ 36' 37' B STOR4 pRAIN UNDER X-ING 0 , , i p ), 12 $EPAAATION o 0 4 ~ 32 O S I I I STA 6+01 BECIN BORE WITH B' HDPE 32' 0/S ~ I n BEGIN TRENCH o I iS I STA 6+OB END TREFS /i' 0/S -_-__- -- ~ ssm _ e a b z I ' ~ ~ 'I 6 I 28 I N 56 f ~ C j I j ~ STA 6+35 BEGIN DRIVEWAY ~ I , I o r•t ~ ~ ~ o I i ASPHALT B ~ O I I +t T SURYE - - ---- -- _ STA 6+59 CATCH BASIN 43' 0/5 D O Y SU, 6+60 SEE DWG N0. SEA-1B6 I 00 ;; li ~ ~ ~ 0 rn t rn 0 a- A k~" O O f.'. p N n ~c ~~ w~ s~ c 2 . ~' n~ z ~ x~ nwv v m D O O C N ~ ~ m ~ n Z -+ -+ u .. Gr7v~ ~ N O' m m D alcA~ O o m ~o~ ~. ~ n -/ r ~ m O N ~ A ~ 7C y D v 0 b 0 D °f m z t 0 In o D O 00 ; II Of ~ U + o N O v~ \ ~` jb \ \\ \ \\I 1 ~~ 1 A ~ ~~ -_-_t.~ ___- 1 I I . I ___y~~-1 1 i 1 I I 1 I I A._ 1 I 1 I I I y 1 ~ .. I 1 1 I I I 1 1 1_ 1 f-ir r ~ 1 I I 1 1 ' i 1 1 F 1 I d I 1 I J8 I 1 ) 3. 1 1 1 1 ~+~. I 1 $i 71 ~>= L__ 1 ~ ` 1 ~ a naW -__ 1 I _ 18~ I ~ 1 SRy,?~~p,~o9~sff~ ~~ ~P 1~A 6}~1 f~' 00µE 5\~ 6} ~m1P\~ d faro tA~ OEgµb NEE p}\0 0 1fANµ0\E \ % gtG\N ff~ E o +~ 6 pytND ~~µ0s \ ~At}50 0 ~G.PfI 0E0\µ 1 II ~ ' 11 UG1R VAUIt 29~ 0 S I STA a p~lE 3S D 5 1 UGNT 1 SpA B+1a CATCH BASIN 2T~ 0 S 1 -~1 I TEIFPHONE PEDESTAL ~ 0 S 11 ~TAt~jpHONE UNDER X-LNG SEPARATION _-- t __ 1 STA 8+62 WATER VALVE 12' 0~ t __~_ 1 ~ i I 11 j li STA 9+56 BECIN DIRf ~ BECIN 1 6 Rppf CnONAL BORE B STA 9+57 BEGIN FENCE ~, D S 37A 9+71 flRE HYDRANE DATER VALVE 16' D S OS SiA 9+87 BECI N ORNEwAY ASPHALT w ~ 1-_ GCU~-L '- w _ STA 10+SO yALVE 1p u • gDER X 6 _ 1, '- ce __ w _-r S IHO 0 SEP'WAppN , _~_- c _- 1 1 w '- STA 10+36 BECIN GARDEHEND DRry~,AY CATCH 1 1 1 1 ~IH CA7CH BASIN CAS ~ ~ ~ ~f BI SD A U B 0 S E ~ j 32 I ~1 ~ p S HOER P SEA 10+~8 N X-ING CAS UNDER yALVE I • I ,~ / 1 ¢ D D S X INC STA I0+51 D 2u SO SEPARinOR WATER I yL7f Df I 1 1 NC H RS RO• DDS 2 RAnD STA f0+986 8f A SEA 10+BJ EHD~R VAULT A1. 0 S fHD 2 B DIRECnO NDpC NAI BORE i STA I i+02 WA7ER V,uyE , ® D S IS SEA 11+06 WA ~ VALVE • 1 i+ D S SEA I i+AA I POWCR PEDESTAL IO• D S 9' I 1 rq a+a2 CND fCHCE ~S, D S S1A i1+BS 1 END G,II;DE H STA 12+53 __ 3355 UG117 VAU -''~+m-___ UP+HT pa12 SEPARAnO U 19 D S ~ /2110, 35'Hp~3 ~ STA 12+)1 FlRE HYDRARi J~iER VALVE 16' D S B• D S CATCH BEGIN 20ARDfR BASIH 27' D STA IS+p S 1 BECIN FENCE .15, D S ~- d y ~. ~~~o .~ ,~ ~ ~ C s F 0 z N mZ NI w ~ 0 c z . `O n~ r „~,~ z ... r ~1 >_ v v v _ ~ ~ O D O O Vl ~ ~ om n ~ C . -i -+ ~ tN .. .. ~~~ ~ ~ m m I o ~~ ~ ~ ~ o m ~ O ~ ~ . y n y z b ~ O D O ~ A x y O S 0 0 ~ v n D . W m .~ N ~ m~ O D O ~' Oo ; II J ~ O 09 O STA 14+I1 BEGIN DIRE WRN B NppE CTIONAL 80RE ST 11+20 END GARDEN BEGIN ORryEWAY STA f1+65 END DRIVEWAY END FENCE /S 0 S STA 14+84 BEGIN DRIVEWAY ~ STA IS+2S ENO DRIVEWAY STA 15+29 GAS DYER K-LNG 96' . 36 SEPARATION \STA i5+J3 END DIRECTIONAL BORE \ END 6 HDPE \STA 15+42 UNKNOWN IIANNOLF 25' 0/S STA 15+66 WATER VALVE 1T 0~ fIAE HYDRANT 31 0 S ~~ STA 15+90 BEGIN GRASS STA 16+04 BECIN CONTRACTOR CONVIENCE 2 6 HDPE TRENCH -~_ SfA f6+14 ENO CONTRACTOR CONVIENCE BECIN BORE STA 16+35 BEGIN DRIVEWAY PHALT SfA 16+64 END DRIVEWAY STA 16+75 WATER YALVE 39' 0/S STA I6+04 BECIN CONTRACTOR CDNVIENCE END BORE ~~_ STA 16487 l1GHT VAUU 29' 0/S STA 16+88 OCHT POLE /2042 S3' 0/S STA 17+11 END CONTRACTOR CONVIENCE END 2 6 HOPE STA 17+p CATCH BASIN 2T 0 S CATCH BASIN 43 0 S STA IB+09 BEGIN DIRECTIONAL BORE 2 6 HDPE ~--- STA 19+03 WATER VALVE 18' 0/S _ BEGIN SED. FENCE 39 0 S S3A 19145 $iA 19+50 TELEPHONE PEDESTAL 1820 39 0 S qA 19+52 WATER VALVE 15' 0 S ;; L~ ~ O ~ .L' °~~ c a °a ss~ Y 52 m N 1n O ~ Z 2 O :o " 2 -N` N n ~c 2 ~ ~j °a >~ m `G .n~ ~, __ r~ ~~ _~ o 0 ~~ m m m t7 C) -i -+ w .. .. n v ~ ~ N ~ m n 0 ~ I~~ o~m ~ y Z ~ !7 D Z ~ ~ O A O O O A A ~ y O Z O O z 0 ~ v n D ' ~ r o + r' V1 ~ m ~ D -~ I O ~ ~ in ~ o A O S1A 20+56 BECIN PFl MANHOLE END 2 6 PVC STA 20T60 ENO PFL MANHOLE BEGIN 2 6 PVC STA 20+6t WATER VALVE 13' 0/S STA 20+80 END TRENCH BECIN DIRECTIONAL BORE (2) 6' HOPE STA 20+91 CATCH BASIN 27' 0/S l~ ORY pRAIN UNOEA X-ING (19•), +3 SEPARATION STA 21+07 TEIEPNONE PEDESTAL 1804 39 0 S, S STEEL iEIEPHONE UNDER X-ING 3 ~ , 73' SEPARATION S1A 21+08 POWER VAULT /2' 0 S 3 2 P0~(ER UNOEA X-INC 38 , 70 SEPARATION STA 21+25 LIGHT POLE 18+OB 35 0 5 ~_ STA 11+27 l1CHT YAUIT 29' 0/S STA 21+48 EDCE OF ROAD STA 21+48 CONTINUE SED FENCE AROUND ROAD STA 21+BI WATER VALVE 19' 0 S WATER VALVE 42 0 S 2' WATER UNDER X-ING(, 89' SEPARATION STA 11+99 EDGE OF ROAD STA 22+03 8' CAS UNDER %-INC ~~, 31 SEPARATION STA 22+27 END OIAECTIONAL 80RE RECIN TRENCH PI AT 35' 0/5 _ STA 12+29 CATCH BASIN 2T 0/S STA 12+44 WATER VALVE 20' 0 5 FlRE HYDRANT 30 0 5 STA 22+62 PI LT 32' 0/S __ STA 23+58 WATER VALVE 14' 0/S STA 23+6D WATER VANE 16' 0/S STA 25+20 CATCH BASIN 27' 0/S STA 25+33 WATER VALVE IB' 0/S STA 25+67 WATER VALVE 17' 0 5 FIRE. HYIIRANT SO 0 S S1A 25+86 MGH1 VAULT 29' 0/S STA 23490 LIGHT POLF /1636 33' 0/5 t UNKNOY~N PVC NDER %-ING t?~, 12 SEPARATION ~i D ~ - h M p SURVEY SfA. 26N0 EE DWC N0 SFA-Ig8 ~ 3 . ~ O i I I ~ ~ 56' - ~ l i i ~ _ ~ G 26 I I I I I I ' - I I I g' - ~ I I I ' - I I 72 - ~ '+ ~ I ~ _ q q I j4 R I I 1 ^' ~ I I°i i ~ ° ~ I I j I 30 I 7T I 1 I R I I ~ ~ ~ ~ I STA 27+/4 BEGIN BOAE I BEGIN 2 6 HDPE I I 32'I ' STA 27+68 6 TELEPHONE DUCT i i ~ UNDER X-ING gg• 26 SEPARATION ~ SU 27 81 ' ~ ~ ~ I + ~ TEIEPHONE PEDESTAL 33 0/S , I I 7 STA 27+87 POWER VAULT 32' 0 5 ~ I I - ~- r--~ ~ ___y r -- 1 POWER IJNES ' g l I I 3EPARATION j 5 )~ 26 i STA ' 1 1 27+96 SIGNAL PEDESTAL /3 O S - I i I - E --1_ .,;i{~ E __ $1A 2g+01 IG ' II I S NAL VAULT 36 0/5 P g 6' S1A 28+09 SIGNAL POLE /B 0 S ~ ® y i i ~ i END SED. FENCE STA 28+IB WATER VALVE 18' 0/S ~ ___ I I ' ~ STA 28+20 CATCH BASIN 43' 0/S - -r~ N~ --- - I I T-~- -'°•r~ml----' STA 28126 WATEA VALVE 20' 0/S / $ I ~ ~ ~ 1 j - WA1ER UNDER X-ING I ~ I (!g') , 93' SEPARATION ~ I j j - STA 28+38 EDGE OF PA ~ ~ I I ~- VEMENT I STA 28+3! WATEA VALVE 14' 0/S '~ I I ~ I j - --- - -~ a• •Am --~ '6j ~ STA 28+63 WATER VALVE 18' 0/S I ~ ~ I j j 1 ISTN STREET NORTHWEST I I I ~ I ~ ~ j I j I ST A 18+99 EDGE Of PAVEMENT u N I I - ~ usw~-1 ~~~ VWW u ESt flBER W CDF CAP _ o ~ I I I S® __~Sw __ 42' , APPAOXI 1E 109' SEPARATION 9 3 Z I ~ ~ I I~ STA 29+03 STOR4 MANHOLE IS' 0/5 3 N I I I ~ --°r' 01^~~I+---- ~---STA 29+14 STORK 4ANHOtE /O' 0/5 33' 1 I ~ ~ _ c __1_ I ~ ___ c __ STA 29+t6 CATCH BASIN 41' 0 5 I I' j l ~~STA 29+14 SMrNAL PO /8 O S I i l i ' 3 3 A I I j 1 STA 29+26 B GAS UNDER %-ING I i I 36' . B9 SEPARATION ^ Sv ^ ~ rn m r O i I STA 29+38 SN,YIAL VAULT 3T 0/S ~ ~ > I I I I I I ~ I BEGIN SED fENCE 39' O S 1 14 1 ' . I !! = = o 32 I I STA 29+lS FND DIR. BOAE ~~ / ~ •• = ~ ~ I ~ ~STA 29+34 LWHf POLE 35' 0/S I I I + ~ ~~STA 29+80 ENO BORE A N -• p x END 2 6' ~ * ro ~ _ p ~ ~ 8 HDPE p l i l I I _STA 29+77 SIGNAL VAULT 3S' 0/S n " o I I - 1 GK+1-r- ----uKN-- SFA 29+98 1' UNKNOWN PVC UNDER X-ING c~ I I 29 ~ T2 SEPAAATION m~ I I I I I I I I Z I I I I I I I t 1 I ~ ~ I I I l j ~ I i ~ i i I i I I I i 1 1 ii I I ? ~ I 1 I j j ® STA 30+69 TELEPHONE PEDESTAL D 37 OS ? I i i i i i ~ I I ~~ ii -r z I i i I I I r~ ~ ~ ~ ~ I I ~ I I ~ I I ~ D b I I I j j SFA 31+53 WATER VALVE 21' 0/S v v I+ I m D O O -r r,m ----J -----~ ~ I SfA 31+64 UGHT YAULT 29' O S z m m m ~M L S i j - __ I I UKN 1- __ I KNO AC UNDER %-ING ~ ~ Z ( y j i 33 -UKN-- ~, 2/ SEPARANON N ~ v WR ~ a f I I ~ j ~ STA 31+80 WATER 4ALYE 21' 0/S ~ Z ,I ~ ~ 7S I - STA 31+81 PI RT 35' 0/S o s ~ ~ I 1 I I ;0 ~ o_m I I I I I n 2 ~ I I ** ~y, ~ ~ STA 32+0! WATER VALVE I6' 0/S N c7 ~ - 1 I ~1KKVy- -- __uKN __ -- . i n ~ ~ I I ~~SfA 32+OS SIGNAL YAUL7 35' 0/S ~~ Z m a I I j j 2r UNKNOWN PVC UNDER X-ING ~ I 1 I 23 SEPARATION ~ 7 ~ ~ 30' 37' I , t /Ib OQ I I i~I x l i i ' I I 0 s ' i 7s' Z I • ~ I SfA 32 30 O ----- i -~ nar ____ . _ + CA1CH BASIN 2T 0/S ; I p 'i I I 6 j Y v l I I r 10' i 1 , I ~ I B ~ ~ I l i 28 I D I I 2 ~ m 36 I I O + I I I 1 - C SURVEY STA 33+00 SEE DWG N0 EA _ m . . S -19 0 D O ~ ~ [r f o W t O O G~ TSB 1 h SURVEY STA 33 0 ' . + 0 5 E MC N 0, SFA-1 69 fi I 56,1 r > 0 i i ` 2 8 z~ 1 B ;?????iii~~~~~~ CCC777 ~ i i i 2' I I ' II 10 Ili SS I _ ' ii 7 ~ y i 6 9 ii ~ ' i i j L SEA 33+65 l1CHT VAULT 29 0/S ~ I I 1 ~ -r y,gry_ __ j _,_ _ STA 33+75 CATCH BASIN 2T 0/S I I I I II j I ~ j I II ~ I 11 j 4 I f ~t -- ~-I1'Ygt1- ---'~ ~ I 11 I I I II ~ I ii ~ ~ _ - - _ II j 4 I j j I I STA 34+78 WATER VALVE I6' 0/S I ~ ~ ~ I STA 3/+B{ WATER VALVE 20' 0/S ~~ I ~ I II I II 8 I I I I I II I ~ I I i I ~ i i $ II i I 1 I S ~ ii I ii i I ~ ~ ' I ~ ~ I - SU 36+90 LIGHT YAULi 29 0/S N I I j ° N i I ' ~ O i 'EA - 5TA 35+75 WATER VALVE 23 0/S a z tn II II I I ii I i I I ii i I I 3 II 8 I ~ I I 1 I ii 1 N r 11 1 =~i s I j I ~ ii ii i ~ o I II I ~ i I i 1 '~' Z ` '! ANA t>>c ~ m ~ N ~ ~~ ~~ _ Ii gg I ~ n I II T I I s ~ I i i I I ~ I C I I I z 1 ~ STA 37+35 PI RT 35' 0 S ~ I --T ~-rrro- ~---+ I STA 37+39 CATCN BASIN 2T 0/S I 1 ~ ~ j PI LT 29 0S I 1 I ' STA 37+45 L ELECTRIC PYC UNDER %-ING ip~ 30' it SEPARATION I 2 ' II j B' ffA 31+46 POLE ANCHOR 32 0/S J * ~ II ~ 3S' ' - ' II I ' ~ n^W - 9 -' - STA 37+{9 UCHi VAULT 29 0 S D I t I -- li ---~- - ¢ -- UCHT POLE 32 0 S ~ /~ I j STA 37 54 ~ ~ + ENO SIDEWALK 29 28 -- SG 31+55 WATER VALVE I ' r I -- __r._ w -~_ ___ w _ S 0/S "79 I i ~ STA 37+6{ WATER NETER 32' 0 S I ~ _ I VENT TUBE 36 0 S 1 WATER _ r I ~ , ® UNDER %-ING • 10' SEPARATION a /~ I 1 I I 31 l ' ~" I `STA 37+80 POWER POLE / %2168 3 ' 1 0/S ~~ 1 SG 38+04 WATER VALVE 1!' 0 5 c= ~ ~ m-n o I o °,~ II 1 1 A rn ~ ~ i i I PEL 4AN J ~ I HOLE Ci ~ m m j STA 38+33 P j ~ z ~ - OWER i~ ~ i ~1 VAULT 39' 0 S l A D + ~ ~ r1 1 I f / ~ ° ! ~ I ~I~ I ~.~ Z D I ~ '1 ~~ ~ -E ~ Nv o ~ / % ~ ~ / ~ 1 i ~r_ A J6+BI P S F OWER p VAUL ° T t0, 0 S 1 ' / 97 1 1 (f I ~O ~ I 1l, Sd ~INC ~9t IV ST Cl0/C gON OU/T S Uq l /31E SEP ~37 / 16. ~ 960 IB~PoNZR p0 '~4T/ON o ~ N ~ 4 3 I~ + 3p ~ ~ y g+6p 0 3 m SEE z o w t DIPO A , Ao ~ V m ° S~`l D s / p _ I ~ O ~ I ~ O two m O t5" 5~ 0 1 EE DWG N0. SFA-190 ~ SURVEY STA. 39+60 S ~~'. ~ 21' .-2B' I ~ O 11 ~ I 1 t>•l ~ I I ~ ~ 'C I I • I I ~ ~ ~ ~ SEC11 T21N R4E j j ' 6EC1f T21N.R4E _ 1 I I ~ 1 i i ~ I t I I I ~ I 2T I F 1 ~ j '~ I STA 40+36 WATER YALVE 13' 0 5 " ~ FIAE HYDRANT 23 0 S 1 I _ ` . I I I I ~ ~ I I ` I STA 41+08 POLF ANCHOR 22' 0 5 I `~ 1 ~ 1 STA 41+25 POWER POLE 31600 22' 0 S ' ' 0\ ~ R L PI 20 O S ~` 12 I 19 STA 41+16 6' UNKNOWN PVC UNDER %-ING `~ I ~ ~ 1 SEPARATION 1 11 4 , I I P s 1 N STA 41+31- {3) COPPER TELEPHONE IJNES I N y T I z j = ~ ~I=~ M ~_ UNDER X-INC 3y , 2' SEPARATION ~ ~ I I ~ I STA 41+31 TELEPHONE PEDESTAL 31600 11 0 S ~ ~~STA 41+35 WATEA VALV ' i E 11 0/S '~O I I I I I `STA 41+39 PI RT 22' 0/5 1 ~ I I j j STA 41+60 END SED. FENCE ~ - I w --__ I 1_ 5iA II+B7 12' WATER UNDER X-ING 22' ? __ w __ 6 SEPARATION ' ~ ~ i . i t 31 I ~ I STA 41+92 PI LT 22' O/S I I I I _ I I I - A r1 I I I - - ~ I I - G N I I O I Y ~ i l ~ ~ I ~ it ~ I I ~ ~ - M ~ 1 g 6 ~ I 2 O n I l~~t ~ ~ I ~ 1 .. _ I ~ = j ~ I ? I 1 A N A () Jc I 1 ~ w$ ~~ ~ ~ ~ i I I ~ j ~ STA 43+36 POWER POLE X6375 I I~ 33 0 S ' I 23 S1A 43+39 WATER YALVE 19' 0 5 i j FlRE HYDRANT 24 0 5 1 I -~ w ---- i --- w -- STA 43+60 12' WATER UNDER %-ING ~ I (S ~ 10 SEPARATION " 1 , I 0 ~ i ~ i a ~ ; ~ I I n 1 ;I ~ ~, ;1 ~ , I I I I I w ^ l / , I7~ ~ , 1 ~ ; I I ; it ' D 'O U C ~ ~ ~ I ~ I I I I _ A m m I I I = ~ ~ I I ~^ ~_ I 1r1 1 ~ ~+ ~ ~ ~~~ m 1n i ~ i 1 z 3 ~~ 0 s I l o m I ~ ~ ~ 2e i jTLL n D A T~ F 1 j~ I I ~ ~ ~ ~ I ~ ~ I A ~ I ' 1 O n ~ 25' - STA 45+69 PI RT 23 0/S I A I o i ~ 21' ~ _ STA 45+65 PI LT 21' 0/S ~ I ~ ,11 ~ 2 ° ~ to 1 I 1 911 a ~ 47 ' STA 46+14 TELEPHONE PEDESTAL i w y __ -- /31652 31 0 5 o - t o+ m SURVEY STA. 4fi+20 SEE DWG N 0. SEA-192 _ N ~ -1 - 1 e 0 I~ N s g 1 A O1 N O SURVEY STA /6+2 SEE DWC N0 SEA-191 . . ^ STA l6+20 7ElEPHONE PI IS INTO R L ;7• , 1 SEPARATION v ' ~ ~ ~ y ~ I STA 46+21 POWER POIE /31651 SC O ~ ' A S _ , I- ti i 27 II STA 46+30 ONUNENT G O/S ~~ w I ~ _ \STA 4fi+36 WATER VALVE IS' 0/5 W 1 U 1 \SU 46+/O WATER VALVE IS' D/S f I I I g I \STA /6+l2 WATER VANE 19' 0/S 9 ~ ~ ~ ~ ~ S1A 48+60 WATER VALVE 19' 0/5 i i i FIRE FIYDRANf 22 0 S j TELEPHONE END IS I INfO R/L I I I I I S ~~ a ~ I I s3' A I I ~ I ' I C I $ ; i I I ifi 1 I $ I ~ I 1 - I I STA /6+60 POWER POLE 3 ' n ~ _ W ___ ___ __ 1816 30 0/S ! - W 12' W E AT ~1 UNDER X-LNG ( ~ 6 SEPARATION 1 , I ~i I I I ~ ~ ~ I~ rn ~I - - ~ $ ~ ° ~ I s o I ~ I - ~ ; I II 1 2S _ ~ I I °• { ~ jU _STA /9+27 BEGIN BORE 2 BEGIN 2 6~ HDPE I i I I II - b~ N I ~ I STA l9+58 WATER VALVE 15' 0 S Z+ ~ n n i i ~ FIRE HYDRANT 23 0 9 m ¢ ~ ' 2 O I ~ ~1 y C '~ = j K b s I I m ' I '1 I Z A ~ ~ i 1T 18 _ STA A9+93 BEGIN GUAADRAII 19' 0/S I ~ I I ~ n ~ i j 0 2 ~ ~I ~ I Z I I I I I 5TA 50+26 WATER VALVE 19' 0/S 1 ~ IS' 19' I I 11 I I i 2 I si I .'ti I ~~ I a ' ~ >~ -UKN --~ --UKN-- ' -- i _ I j ~ I ~ `_ SU 50+9~ UNKNOWN UTHIEY UNDER X-INO `1'1 I (yam, 69 SEPARATION ~ _ 1 i ~ 1 ` S = r I ® EA 51+15 POWER POIF 31638 ,_, ^ ; ; 26 D 5 ll I 1 ,Di I ; i I lo' i I i I I I 9 O O i ~ STA 51+60 WATER VALVE 1 ' / qq _ 2 0 5 =r'~ ~ i ~ n~ ~ ~ I ~ I ~ I i I ~v ~ ~ m I 4+ Z I D ~ ~ obi } I ~~~ ~. 15 j Y ~ I I ~v i y 1 ~~ m I i I o ~ ~ I N ~ ~ I I z ~ I -+ 'a I O ~ I I o I y I STA 52+59 WATER 1UNIN UNDER X-IHG W _ __ ___ w -- (~ 106 SEPARATION O i , ~ I . I I f ~ D ~ I c~ m 3 i ~. o + N m ~ I I *' I~t m ° I 1 I I j p ~ I ' 1 to' lo' N ~ N ~ 16 1T 18' STA 53MO POWER POLE 31853 23 0 5 N + SURVEY STA. 53+/O SEE DWC N0. SF A-193 O g ~ wRVE Y STA. + EE C NO S - 92 85+10 yAgE I I U ANEAG EQUATION y 32'~ y ' •G I 18 ~ i I 10 I I I I ' I IO I I I Q I l i I I L g 99 i ' i ' § j I _ AA 0+86 WATER VALVE 9 0/S ~ ii I I Ij STA 1+27 FND BORE it BECIN 2 8 HDPE ~ SU 1+40 ENO GUARDRAIL 2 ' 0/ 1 1 S 1 'I I SEA 1+44 WATER YEIER 21' / 18 II 0 S ~i I Sq 1+31 BECIN DRIVEWAY ji O A 1+52 BEGIN PTL LUNHOLE II END 2 6 PVC-PFL STA 1+58 FND YANHOIE I BEGIN 2 6 PVC-PL1 ~ iASPHALi I i STA 1+72 SEWER YANHOIE 21' 0/S ® j SEA 1+62 END DRIVEWAY I ~ ~ j SIA 1+91 WATER V ' ALVE 10 0/S _ 1 ~ i I I I ~ I I I ~ ~ ® STA 2129 POWER POLE 32014 I i 23 O S I ~ ~ I I 4 = ~ ~ ~ ~ 0 z 1 ~ O I I I 16' i6' I I ~ STA 2+BD BEGIN DRIVEWAY ASPHALT ~ i 5U 2+85 END DRIVEWAY ~ I 1 n 0 1 ~ q STA 3N1 WATER YffER Ze' 0/S O , c~ ~ s I i 1 f I ' n x 17 17 STA 3+41 BEGW DRIVEWAY ~ ~ 1 $ ~ I j IASPWLLT +°~ b' I ~ STA 3+57 END DRrvE1YAY m I I I I I ~ STA 3+97 BEGIN DRVEWAY ~ I ASPHALT I STA /+13 ENO DRIVEWAY i w "'d I - w - --- - h w -- SEA 4+24 WATER PETER 20' 0 S I I 3 4 COP YA EA UNDER E-ING ~ T D I I I 9 SEPARATION 33 T ^ I ~ l1 I I , I -~ I _" 1 ~ I .~ 1 STA A+82 POWER POLE 320311 ~ 23 0 S I I ~ ~ I I m O j I O C ~ ~- SU 5+16 i ~ ~ ~ BEGIN APRON ~ + I - I Z ~~ I j I 1 A p p m i _ SEA S+SS END APRON A p D I ^ z C~ ~ o ~ i ~ N 7 C ~ ~ ~ 5EA 5493 AEGIN DRIVEWAY ~ I O S A I ASPHALT Z ~ 5G 6+13 END DRIVEWAY I I a 9 I I ' SEA 6+28 PI RT 16' 0/ I IB' I S 10 _ w _ ___ __ _ w __ Sq 8+34 6' WATER UNDER %-DNi o ~ ~ ' 6 SEPARATION ~ D 12 ~ I 34 ~ = O ~ iT ` STA 6+42 PI LT 12' 0/S Q I ' _ ~ 34 ~Y+N+~ O wRVEY STA. 6+60 SEE DW C N0 . SEA-194 D I O -' tO w ; II i ~ o m 0 zT a l ~ G _ 9 ~ SURVEY STA. 6+60 SEE DWG N0 S EA-193 . ~~ -34 ~ ~ ~ ~ I i7 10' I 17 I ' I o' s ~ ~ $ ~ I , , I I _ S1A 7+17 POLE ANCHOR 26' 0/S I 17 17 ~ I S1A 7+27 POWER POLE 32220 ~ ; 26 0 S ~ F I ~ I i f ' 1 16 I6' I I I I $~ ~ I I a ~ ~ I i I I I I ~ 1 I STA A+10 BECIN DRIVEWAY j AS HALT STA 6+i6 WATER VALVE IS' 0/S I STA 8+24 END DRIVEWAY ~ I ~ I I I 1 ~ ~ I i I I I i ~ I I I - ~ t o' to' I I ~ ~ m I it < I p G N I O j Z i S !n R I I I ~ I - ~ I I I ~ m o I it I ' = I I _ STA 9+A1 POWEp POLE 13225 2fi O/S !^ ~ o OVERHEAD CUY WIRE z I ~. j "~_ STA 9+A4 TELEPHONE PEDESTAL 23' 0/S m ~ A ~ ~ ° _ z o I I it ~ ° ° I I C 1 i ~ j I STA 10+22 BEGIN SEO FENCE I 3 I I ~ I I 1 ` O I I ~ I I T ~ :~ I - --- ti - ~, ; .~ - -- I _" I I ~ , I it I » I I ~ C S A A I I m A O O I Z O O I ~ ~ I D .~: I ~~~ ' ' m I ~ it - ~ Z 'I ~ A ~ I I D ~ ~ O m I I () O 'i STA 12 2 O a ~ + 5 POWER POIF y i /311707 16481! 26 O S C I l r Z.i o ,o ; ~ + A - ~ i $ i STA 12+45 OVERHEAD POWEA %-ING N O A O _ w _ _ _ __ _ _ POIE ANCHOR 24 0 S ~ ~ --1 ~ C YE 15' 0 5 A 3 E o ) 4' 6 WATER UNDER %- NG 24' 12 SEPARATION 12' A I 6 @ 10• I 10, N y ~ D a ® STA 13+DO TELEPHONE PEDESTAL 32300 cfi • ' a ' 22 0 S m r m I6 p ~ Sy I i STA 13+Ot BEGIN NRNOIIT a O SURVEY S TA 1 3 20 SEE DW D . + G 0. S EA-195 *I I -{ CI I O -- ~° ; II A -p (n o w N O G l - p ~ SURVEY STA 3+2 0 SEE DWC N0 SFA ~ ~ ry . . -194 Z~ 32 ~ ~ v ~ 16' I K' T I , I 3. I ~Y ~ S :' I 12' I ~ ~ 4, I i .. ' tU' 8 V I I I I I ~ I $ II I I I 1 I I E F ~ I $ I j STA f/+46 TELEPHONE PEDESTAL 2fi' 0/S I I I I ~ i I I s ' I' L STA 11+79 END TURNOUT I II POWER POIE X32263 25 0 5 I II i I ~ $ I - 1 I I I I I 2 I 1 ~ I ~ A I l I Ii {~ N I n 0 I l ~ ~ I I ~ II I li , ~ I l I r I Y I I I ; c~ o s ~ .. ~ z o I ~ v " z ~ i ' I _ mNA ~x I 2 ~ ~ ~ - - I ~o I I y C I i I m` ~ C ~ _ I -- I + I I 8 I I l I II ~ ST 1 A 7+29 POWER POLE ]1100 24 0 S OVE A - ~ R{F D GUY X-ING * STA 17+35 TELEPHONE PEDESTAL 32400 ~D I I I 24 05 I I ~ T~ ~, I __ I ~ >< n I g ~ ~ i D -o ~ v I I W D O O I I ~~~ ~ I ~ m m m I ~~~ ~ N I m m I ~ ~ -' : p m " n O ~ ( ~' 1 D ~ m 4 e E ,D p ~ I g N O ~ " I S 1 o S Z I 7 I O ~ O A I a' 1t o ~ N I 10 ~ 'a D I 1U' ® 9TA 19+39 POWER POLE 31110 ' 22 0 5 - w rri I6 OVER EAD GUY X-ING O f 32' ~ O D SURVEY STA. 1 9+90 SEE DW C N0. SE A-196 o ~ ; II N ~ O ~ - O l h - p SURVEY STA. 19+8 0 SEE DWG N0 SEA-195 . S ~~~ 32 ' - f ] ~ t w ~ I I ~ I ' I I6 10 ' ~ ~ 11 10' ~i 1 ' I 30' 30 ' I ~ I I ~ @ c ,n STA 20+63 BEGIN PFL MANHOLE s END 2 6 PYC - STA 20+67 END MANHOLE BECIN 2 6 PVC A I 8 ~ I I ~ ' s 4 I I I ~ o I I S~ "~ I STA 22+93 POWER POLE 32428 - ~ 25 0 S ~ I STA 22+20 TELEPHONE PEDESTAL 32438 < 28 0 S ~ N I O € I^ I I I i I ` _ I ` I l s o m O I C., I rati o ~ I .. = Z O I " z j - ~ I _ n x m- + I .= ~ ai I I I I I +~ o ~ ~ c c I I I i I I ~ I I I I I I I I i „ "'d i ~ I I :~~ I 1 ~ r I I I I STA 24+31 POWER POLE 32452 I I I ~ 24 O S z ••~ ~ I I I ~ I I I i I i a'~ v v I l m 1 no o I C N ~ z m m ~ m I - ~ ~ ~ ~ ~ ti - 1 ' I I ~ s ~ ~, In I m m ~ >' 1 p m ~ ~ --- -- j STA 25+29 ' O F CULVERT X-INC 30 0 S I CU ~ n: O i ' LVERT DOC 5 ,PVC OVER X-LNG 14' SEPARATION _ p ~ ~ ~ ~ n D I , Z Cm ~ }-I r O ~ ~ ;: y I I N G 2 O ' ' A ~ ~ ~ 0 ~ ~ 9 S I I ~ ' a 30 30' p I O ~ $ I _ ' I 11' 1 o ~ V1 ' ~ f v n 1 U I m 16' 1 _ ~ 10, o '~ 32' I N O SURVEY S TA 1 6+10 SEE DWC N0 s , . SEA-197 ICI I ~I i ~ o - : ~o i u rn ~ N , N o A O 6~ ~- d h ~ ~ ~~ SURVEY STA. 26+10 SEE DWG N0. SEA-196 ~ 32' I 1 fi' i , ® I I STA 26+60 POWFA POLE 32!63 I 10 ~ 23 0 5 I1' 10' ~~ ~ 3' I ~~ ~ H 9 l ~g E £ I _ I ~ I _ I I n I I ~ l I l $ I I I I I I $ II I 11' I I ~ ~' I I y ~ I STA 28+3f TCI HANOHOLE ~ BEGIN TCI, PE-IN I STA 26+3{ END TRENCH END PVC BEGIN BORE ~ I 18' BEGIN 2 6 NDPF-PFL, 1 6 HOPE-TCI STUB $y 12 I i END TC IE-IN I I ~ STA 28+48 END TCI POWER POLE TIE-IN ~ I i SEA 26+{9 POWER POLE X2679 I 24 0 S ~ I STA 28+67 POLE ANCHOR 2{' 0/S I I STA 28+68 ENO SED fENCE A I I SEA 28+79 TELEPHONE PEDESTAL 27 0 S ~ i O 6+ 8 l I I i STA 29+31 GAS %-INC (6~ tU' SEPARATN)N E I I ~ STA 29+{6 BEGIN CULVERT u' 0 S - 16' ~~z~ ~ _I G -~ ~ STA 29+SS WATER VALVE 26' 0 5 o ~ o ~ I SEA 29+36 ENO CULVERT 43' 0/S f y n I ,~ 2 2 O I ~ SEA 29+68 GAS VALVE 62' 0 5 :? ~ ~ I O STA 29+78 WATER VALVE 24' 0/S y, jA nx 1 of Z ~ ~ - g _f __~__ __ STA 29+85 OVERHEAD SIGNAL %-INC ~ o I IB' SI ALK S1A 29+88 EDGE OF PAVEMENT c m ~ I § ~--_ c ~~ _ = I WEST IN STREET '~ erq _- STA 30+12 WATER VALVE 36' 0/S +7 ~ -`'ter D` i i i~ I SEA 30+33 EDGE OE PAYENENT ___~•ruu____~T ~ 23' i 0 _ s -___ __ ~ STA J0+39 SIGNAL VAUIi AB' 0/S 0 OVERHEAD SIGNAL %-LNG ~` STA 30+40 GAS X-LNG fi ) 120' SEPARATION r ~ I ~ +p'~/ \STA 30+/2 SIGNAL PEDESTAL SO' 0/S :a~ z ^ I i __ ___ _ _~ ~~STA 30+SB TEIEpHONE PEOESEAL 3T 0/S l , I '~ SNB OUf TCI WC r I I _\STA 30+69 flRE HYDRANT 30' 0/9 I _ ~ j ~ \STA 30+70 WATER VALVE 26' 0/S /~ I I 8 \SEA 30+60 ENO SIOEWALX ~ l 1 I I z3 I STA 31+00 END BORE END NDPE BEGIN I 1AENCN BEGIN 2 6 PVC-PFL, 23' STUB ({) 6' NO -iCl ~ I STA 31+26 PI LT 23' 0/S D v v 'v I cx ~ ~ I CID/! `O `O ~ I 16' 16' I I ~m ~ n I I 2 W ~ -1 I I I O ~D. ~k _1 to I Y I A E,t D ~ ~ 2fi' STA 31+76 PI RT 26' 0/S s a A~ I I I O I c?O" v•"' I I n D I ~ A m O 122' 2522 I I tn, O ~ p I j 2fi, I ~O ~ S I I SEA 32+26 PI RT 26' 0/S = Y 1 O O I A I ~ I ~ I 22 F ~ CN'7 I {{ STA 32+76 PI LT 23' 0/S ~ N > ___,~•~____ ~___ 23 ~ ----~ o + ~' N p I 31192 BACK *~ O SURVEY STA. 33+00 SEE DWC N0. SEA-198 ~,F~ AHEAD EC1UA770N I ~1 ~ ; I I V ~ O O - O A Fes`-' ~ A ~~~~ ~~ ~~ ,~ C 0 i~ mNA n>r z ~~ ~^ 0 s= m~ c z * '17 ;n~ _ T1 2r~ ~n D -0 ~ ~ C 2 ~ ~ GD D O O C ~ ~ ~ m m m Z -~+ ~ .. O .D.. ~ m N Z I A m O ~ 03:~ O~m O ~ Z ~~ ny A mmy O N p a OA 7C y o s Z 0 0 0 w D Z w m O t " N O m ~ D -+ I o b ; II .~ ~, 0 _ STA 33+36 PI RT 1T 0/S STA 33+/S ELECTRIC OVER %-ING (jam, 10 SEPARATION STA 33+73 UNKNOWN VALVE 6' 0/S STA 3/+26 PI lT 18' 0/S STA 36+04 BEGIN iURNOUi STA 38+13 CULVERT X-ING 34' D/S STA 37+15 PI 16' 0/S J STA 31+IB ELECTRIC UNDER %-INC 1;~, 12 SEPARATION STA 37+37 END TRENCH END 2 B' pVC-PFL BEGIN PR MANHOLE 23 0 S STA 37+41 END MANHOLE BECIN TRENCH, BEGIN 2 6 PYC-PFL STA 37+47 PI RT 13' 0/S STA 37+32 (2) 6' k St) 4' ELECTRIC UNDER X-ING ~r8 SEPAAATION STA_3.7+64 END 7URNOUi BEGIN GUARDRAIL I6 0 5 STA 37+74 CULVERT X-ING 34' 0/S STA 37+64 PI LT 1T 0/S STA JB+65 PI LT 17' 0/S STA 36+BB 4' GAS UNDER %-ING 3;• S SEPARATION X39+23 BACK EOUA710N 30+ 1 AHEAD I 6- c ~-- 0 g ~'4 y ~~~~ >~ ~.. Z ~L j, ~x z ~~ w g ~ c e~ • 'O n~ r z "'~ ~n a~ v ~ m D O O C N ~ ~ m `m m _ ~ -Ot (N .. .. ~s~ ~, ti _~A~~ >;~o o~ ~o~ ~. Z ~~ cAy ;a zo N C7 ~ ~ 7C y O z 0 ~ v n A D rn m O t N N O I o -- O ~ 11 ° ~ o A EGUA710N SFA 46+23 I1CHf YAULT 21' 0/S _STA 48+26 SIGNAL VAULT 21' 0/S `STA 46+29 END GUARDRAIL 20' 0/S STA 48+53 ENO TRENCH BEGIN BORE 2 8 HOPE 38 0 S STA 48+63 EDGE OF OVERPASS STA M+75 BRIDGE FOOTING /3' 0/S 19 OVERPASS ® ~ I _ STA p+07 SIGNAL POLE 46' 0/S I 1 I STA 47+22 EDGE OF RAMP STA 47+80 EOCE OF RAMP ~~, ~ S1A M+20 TRAFFIC SIGNAL YAULT 35' 0/S I STA /B+S1 END BORE BEGIN TRENCH 41 0 S STA 46+83 ROAD SIGN 39' O/S 46+8 BACK EGUA7KlN 4 +O STA 49+06 END TRENCH BEGIN BORE 2 8 HDPE BEGIN ROCK STA 49+28 END ROCK SG 49+32 BEGIN OPEN CUf ' BEGIN NICHt WORK SEA 49+36 TOE OF SLOPE STA 49+42 BEGIN GUARDRAIL 24' 0/S a I I j s 1 _ STA 49+74 EDGE OF OVERPASS ^ I I STA 19+79 BAIBGE FOOTING 21' 0 S ~' I F ~ i HICHWhY 18 pyEppA~~STA 49+92 RRIDCE TOOTING 21' 0/S ~ `STA 50+05 BRIDGE FOOTING 21' 0/S I STA 3M17 BRIDGE FOOTNG 21' 0/S ~ --- R A Sp0+3~0 BRIDGE FOOTING 21' 0/5 I T ' I ~_ S A 50+42 BRIDGE FOOTING 21 0/S `L I '~- STA 50+l7 EDGE OF OYERPA53 ~ STA SO+77 BEGIN ROCK l J i STA SO+BS END NIGHT WORK u I STA 50+57 END ROCK I I ~ ~-~-_ STA 50+88 SIGNAL VAULT 25' 0/S I i I _ STA SN21 SIGNAL VAULT 3T 0/S STA 51+30 SIGNAL POIF 31' 0/S 1 I SU SI+SO EGCE OF AANP SG St+80 EDGE OF RANP 1 ~~ i ~~~ STA 51+90 BEGIN GUARDRAIL 53' 0/5 F, ~_ STA 52+0o GAS VALYE 12' 0/5 1 I STA 52+28 TOP OF SLOPE I STA 52430 TOE OF SIDPE I CULYERf J9 0 S I j STA 52+48 TOE OF SLOPE ~ END CULVERT 39 0 5 j STA 32+81 TOP OF SLOPE I ~ I STA 52+68 SIGNAL VAULT 26' 0/S I I ~ STA 52+84 l1GHi POLE /2136 32' 0/S 0 1 S EXHIBIT "C" STATEMENT OF ACCEPTANCE Abovenet Communications, Inc., for itself, its successors and assigns, hereby accepts and agrees to be bound by all lawful terms, conditions and provisions of the Public Way Agreement attached hereto and incorporated herein by this reference. Abovenet Communications, Inc. By: W~ Name: Get (s'~an G. ~-a ~ Title: ~`v STATE OF /t~~u~ yU!'~ ) ss. COUNTY OF~C~~LD Date: ~~~~/~ ~• On this ~ day of JIICji/C'Ih~~/'~' 2006, ,before me the undersigned, a Notary Public in and for the State of L~~O( my commissioned and sworn, personally appeared, ~/G of Abovenet Communications, Inc., the company that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said company, for the uses and purposes therein mentioned, and on oath stated that he/she is authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal on the date hereinabove set forth. ~~~~~t/ Signatu NOTP~RY IC in and for t ~il~ ,residing MY COMMISSION EXPIRES: Version Date: 10/12/2006 PUBLIC WAY AGREEMENT Page 15 he State f ~~~~ / /I~~/Q-~~ ~G~~Uh~ at~~ ~ ~(// r / O" YVET'rE iC6TR43SSEti e of Ne~sv York Ne. 3$-S~i~2 Ci~iaiir~ i~ New York County ~D Conltnission Expires Msgr. 1, . Exhibit D Quarterly Reporting Requirements Applicant Information Identity of Applicant (including all affiliates): AboveNet Communications, Inc. Primary contact Name: Dan Walla address: 7905 So. 196th St. ,Kent, WA 98032 phone number: 206-988-8660 fax number: 206-988-8669 email address: vpeterson(dJabove.net Marketing contact Name: Jon Jones address: 150 S. 1st St., San Jose, CA phone number. 408-350-6449 fax number email address: jjones~above.net Customers using the Applicant's Facility: No customers within city of Auburn Primary contact Name address phone number fax number email address Other parties owning lines within the facility: 360 Networks is owner of entire trench line Primary contact Name address phone number fax number ! email address Exhibit D Quarterly Reporting Requirements Marketing contact Name address phone number fax number email address System Information Location and route of the facility: West Valley Highway, from Nprth City Limit to South City Limit Location of interconnection with other telecommunication providers -Not Applkable Location of handholds, manholes, and other potential access points for local customers within 5 miles of city limits: On average, every 750 ft along network Description of the type of line used to provide the service (Fiber, Cable etc.): Fiber Description of the facility (conduits, ducts, size, configuration): 2 x 1.25" conduits. Number of lines in the facility; AboveNet only owns 2. 360 Networks is n3sponsible for trench and other conduits. Capacity of the lines: In general, each of our conduits will only accept one fiber optic cable with multiple fiber strands. F~ccess capacity - number of unused conduits and unused "dark" fiber ; We have one "spare" conduit. The majority of our 432~trand fiber is'dark". For existing facilities: excess capacity after installation of applicants facilities: Not Applkable Information about the Service Description of the type of telecommunications services that are or will be provided (voice, video, data etc.): Primarily dark and lit fiber services. EXHIBIT E -~l Q ~ ~ ~ ~ ~ x v F ~ t ''• ~ ~ ~ J,s 3 ~ d W I ~~ ~ ~ 1 j ~ .d c~ i w .-~ J '~ ~! M~ 4 ~ ~ s ~ ors o S ~; ~. Vi ~ __.,_... ~ ~.I.S r. /, L/1 ~" ~a H ---- ---~ w ~ ~ 9t ~```~1p~ W ~ rEi~ b~S ~ ____. ~_7 1 .Rr~ a_ ~~cWq~ m c ~a~ ~~~ ~ ~ m ~ M 7 0 .-. as Z 0 s~ Q .~ cn o ~ zo ~~ ~~ i.~ ~ c~ c~ > 'a ~ N O ~ ~ O