Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
06-100596
CITY OF � Federal May 12, 2006 Vince Bozick Cingular Wireless 568 1"Avenue South, Suite 650 Seattle, WA 98104 FILE CITY HALL 33325 8th Avenue South y Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com I2E: File #06-100596-00-UP; PROCESS I APPROVAL Cingular Tammy Lane (WA415), 34301 91' Avenue South, Federal Way Dear Mr. Bozick: The City has completed a land use "Process I" Administrative Review of your proposal to collocate a PWSF on an existing monopole on private property on Parcel #202104-9157 at the address referenced above. The site is owned by the United States Postal Service, and the tower is owned by American Tower Corp. The proposal calls for replacing three existing antennas with three new antennas (51.8" x 10.3" x 5.5"). The tip height of these antennas will be at 120 feet, which matches the top of the existing monopole in the back of the US Postal Service processing center. The proposal includes an equipment shelter (17'4" x 114") to be placed inside of Cingular's existing 150 square -foot lease space that is adjacent to Clear-wire's equipment space. There is an existing chain link fence and landscape buffer. Pursuant to Federal Way City Code (FWCC) Article IV, "Process I — Director's Approval," your proposal is found to be consistent with the provisions of Chapter 22 — Zoning. Your Process I proposal is hereby conditionally approved. CONDITIONS A building permit and electrical permit are required prior to commencing any construction. 2. Work on the project may not commence until the appeal deadline has passed and payment is made on any outstanding fees. To assure compliance with the approved final plans, the applicant shall also contact the Planning Division of the Department of Community Development Services for a final inspection of the PWSF. At that time, the applicant shall submit an affidavit to the Planning Division that verifies that the PWSF has been installed in accordance with the approved plans. STATEMENT OF FACTS AND FINDINGS Zoning, Land Use, and Review Process. The zoning for the proposed site is Office Park (OP). PWSFs are permitted in the OP zone pursuant to the zoning chart found in FWCC Section 22-835. Mr. Bozick May 12, 2006 Page 2 This is simply a replacement to upgrade the technology. For this particular proposal the required land use review is Process I. A land use review was previously conducted for the PWSF at this site. 2. State Environmental Policy Act (SEPA). The project is exempt from SEPA review. 3. PWSF Prioritized Locations [FWCC Section 22-966(d)]. The proposal, to situate a PWSF on an existing monopole on private property, falls into Priority #2, "Existing broadcast, relay, and transmission towers." (Priority #1 would be structures located in the BPA trail.) 4. PWSF Development Standards (building- or structure -mounted PWSFs not located in the public right-of-way) [FWCC 22-967(1)]. The proposal exceeds the definition of microcell or minor facility, due to the length of the antennas. A PWSF that exceeds the minor facility thresholds for number of antennas, dimensions, and/or areas, but creates no more adverse impacts than a minor facility, may be allowed, as determined by the Director of Community Development Services. The applicant has submitted detailed drawings and photo -simulations; the proposal meets the criteria. 5. Standards for Electronic Equipment Enclosures [FWCC Section 22-967(5)]. The applicant proposes to mount the new equipment cabinets within a 12 by 18-foot shelter. The equipment cabinets exceed six feet. The applicant originally proposed to have the cabinets open to the air within the existing fenced enclosure. However, upon being notified by the City that six -foot -high cabinets are not allowed if not inside a building,; the applicant revised the plans to show a new, completely enclosed building. This meets priority #4 for equipment enclosures. In this instance, it is infeasible to meet one of the higher priorities. 6. Security Fencing [FWCC 22-967(7)]. The compound includes existing security fencing, which is screened by a landscape buffer. Cumulative Effects [FWCC Section 22-967(8)]. The City must consider the cumulative visual effects of PWSFs mounted on existing structures and/or located on a given permitted site in determining whether additional permits may be granted so as to not adversely affect the visual character of the City. The applicant has submitted photo -simulations of the proposed PWSF. As shown in the plans and the photo -simulations, the proposed PWSF will not adversely affect the visual character of the City. Collocation [FWCC Section 22-9711. The Code requires a signed statement indicating that the applicant agrees to allow for the potential collocation of additional PWSF equipment by other providers on the applicant's structure or within the same site location, as part of the permit application. This does not apply to the proposal, since the existing structure is owned by an entity other than the applicant. 9. EMF Standards and Interference [FWCC Section 22-9721. Within six months after the issuance of its operation permit, the applicant shall submit a project implementation report which provides cumulative field measurements of radio frequency (EMF) power densities of all antennas installed at the subject site. Also, the applicant shall ensure that the PWSF will not cause localized interference with the reception of area television or radio broadcasts or the functioning of other electronic devices. Doc 1 D 36216 File #06-100596 Mr. Bozick May 12, 2006 Page 3 10. Permit Limitations. [FWCC Section 22-974]. A permit for a PWSF shall expire ten years after the effective date of the permit approval. Renewals will be considered. Also, "five years after the effective date of the. land use process approval of a PWSF, the permittee or assignee shall submit a written statement summarizing its current use and plans, if any, for that facility/site for the next five years to the best of their knowledge." FEES The 2006 Process I project application fee is $66 at the time of application and $61 per each additional hour of review. There were five additional hours of review. Therefore, the amount due is $305. Please reconcile your account by the end of the appeal period. CLOSING This decision shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this site. Final construction drawings will be reviewed for compliance with specific regulations and other applicable City requirements. This Process I approval does not constitute approval of a building permit. The effective date of this decision is May 12, 2006. Pursuant to FWCC Section 22-355, any person who received notice of the administrative decision may appeal this decision to the Federal Way Hearing Examiner by May 26, 2006. Generally, no work on the proposal may commence until the end of the appeal period. For this project you are the only party receiving notice. You may waive your right to an appeal by letter, or you may simply wait for the appeal period to end. If a building or electrical permit is required, you may not commence work until you have been issued the appropriate permit(s). This Process I approval is valid for one year from the effective date of this decision. If no further action is taken within one year, this decision will expire. A one-time, six-month extension may be granted only if a written request is submitted to the City's Department of Community Development Services (address above) at least 30 days prior to the expiration of the decision. If you have any questions, please call Andy Bergsagel, Associate Planner, at 253-835-2644, or email andy.bergsagel@cityoffederalway.com. Sincerely, /,..;I 6U,� 0-6- Kathy McClung Director of Community Development Services enc: Plans (stamped as approved) c: Andy Bergsagel, Associate Planner Scott Sproul, Assistant Building Official File #06-100596 Doc. 1 D. 36216 CITY OF 40':t�� Federal Way 41k RECEIVED MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8"' Avenue South FEB 0 8 2006 PO Box 9718 Federal Way WA 98063-9718 CITY OF FEDERAL WAY 253-835-2607; Fax 253-835-2609 BUILDING DEPT. www.ciMoffederalway.com C 3 J I APPLICATION NO(S) _ -- _' � � 4' � Date +.. Project Nam Cis far T�� La►n� 5�1 ' 12- /WA.+ VD-) Property Address/Location 34301 9 h Ave South Parcel Number(s) 2021049157 Project Description CingWar pE2Roses to modify an existing unmanned telecommunications facili b remove 3 three existin antennas and addine (3) new antennas. Additionally. (5) five new eguitment cabinets will be added. PI,F,ASF. PRINT Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference X Process I (Director=s Approval) Process 11(Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information OP Zoning Designation OP Comprehensive Plan Designation $1�0 Value of Existing Improvements $10.000 Value of Proposed Improvements International Building Code (IBC): Unmanned Occupancy Type Telecommunications Construction Type Applicant Name: Vince Bozick in care of Cingular Wireless Address: 568 1st Ave South City/State: Seattle, WA Zip: 98104 Phone: 206-356-8183� Fax:206-903-8513 Email: vhozick awl 16va, c Signature: r Agent i i ddifferen Applicant) Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner Name: Address: ✓ City/State: Zip: Phone: Fax: Email: Signature. Bulletin #003 — August 18, 2004 Page 1 of 1 k:\Handouts\Master Land Use Application CITY OF Federal Way APPLICATION NO(s) MASTER LAND USE APPLICATION DEPARTMENT OB CommumrY DEVELOPMENT SERVICES 33325 8'h Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835 2607; Fax 253-835 2609 •wv.city ffe eraiway.com Date Project Name SC1812 (WA415) Tammy Lane Property Addres"ocation 34301 9h Ave South Parcel Number(s) 2021049157 Project Description Csn£lilar �rKlgaSeS to modify a71 e3aStene unmanned telecominunicatlons f1_d_XtYhYrer-re vf, W Ibrec PdsWX ante�mas and adding 6i new antemaas. Additionally [3 three new equipment cabinets will be added rltuli 1 Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference X Process I (Director=s Approval) Process 11 (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use _ Short Subdivision Subdivision Variance: CommercW/Resideatial Required Information OP Zoning Designation 01, _Comprehensive Plan Designation $100.00Q Value of Existing Improvements $19000 Value of Proposed Improvements International Building Code (IBC): NA Occupancy Type -Telecommunications Construction Type Applicant Name: Vince Bozick in care of Cingular Wireless Address: 568 1" Ave South City/State: Seattle, WA Zip: 98104 Phone: 206-356-8183 Fax: 206-903-8513 Email: vbozick@ptswa.com Signature: Agent (if different than Applicant) Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner Name: Un;lcd S�c�� �vs �w� `aer�.te ��rzc; I� Fics Address: 43or 13tvd- Su; k 3od city/state: A i l: n-0 n 1 VA 2-L 2 0 3- 1 1 is l 2,ip: 2.3203-1 x Phone: 00 3) S' 2- 6 - ;)_ & S q Fax: a:fo3) TZz. -A�-❑1 Email: 6,'Ila olt v: e 5 La [i s i° S. 9 u V Signature: bctv,e5 Licensor Site Name/Number. 34301 9th Avenue South, WA/ 91531 Licensor Contract Number: 59646 Licensee Site Name/Number. Tammy Lane / SC1812 — WA415 / FA#10013465 FIRST AMENDMENT TO SCHEDULE TOWER SPACE LICENSE FOR NEW SITES This First Amendment (the "First Amendment") to that certain Schedule Tower Space License For New Sites dated September 30, 2003 -by and between Unisite Inc. and Pacific Sell Wireless Northwest, LLC Delaware limited liabih company (the "Agreement") is made and entered into this /% 4 day of 2006, by and between UniSite, LLC, a Delaware limited liability co pany, successor in interest to the Agreement (the "Licensor") and New Cingular Wireless PCS, LLC, a Delaware limited' liability company, successor in interest to the Agreement (the "Licensee") (collectively, the "Parties"). RECITALS WHEREAS, Licensor owns a certain communications tower and leases a certain parcel of land located at 34301 9th Ave S., Federal Way, WA 98003 more commonly known to Licensor as the 34301 9th Avenue South, WA tower site (the "Tower Facility'); and WHEREAS, Licensor and Licensee entered into the Agreement for the use of a certain portion of the Tower Facility; and VVBEREAS, Licensee desires to remove three (3) Decibel panel antennas, three (3) Ericson Tower Masthead Amplifiers and twelve (12) transmission lines from the Tower Facility; and WIEREAS, Licensee desires to install three (3) Powerwave panel antennas, six (6) Kathrei n Tower Masthead Amplifiers and eighteen (18) transmission lilies at the Tower Facility ("Additional Equipment"); and WHEREAS, the Parties agree that as consideration for Licensee's Additional Equipment, the current License Fee payable under the Agreement shall be increased .as set forth herein. NOW THEREFORE, in consideration of the foregoing promises and for other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the Parties hereto agree as follows: 1) Licensor and Licensee agree and acknowledge that Licensee shall remove three (3) Decibel panel antennas (model # 932QDG65VTEM), there (3) Ericson Tower Masthead Amplifiers (model # 1900 Dual Duplex) and twelve (12) 1 5/8" diameter transmission lines from the mount height of One Hundred Seventeen feet (11T) centerline AGL. 2) •Licensor and Licensee agree and acknowledge that Licensee shall install three (3) Powerwave panel antennas (model # 7785), six (6) Kathrein Tower Masthead Licensor Site Name Nuinber: 3430191hAvenue South, WA/ 91531 Licensor ContractNumber: 59646 Licensee Site Name, Number: Tammy Lane / SC1812 — WA415 / FA#10013465 Amplifiers (model # 782-10406) and eighteen (18) 7/8" diameter transmission lines at the mount height of One Hundred Fifteen 8/10 feet (115.8') centerline AGL. 3) Licensor and Licensee agree and a.clmowledge that Exhibit A to the Agreement is hereby deleted in its entirety as of the date this First Amendment is fully executed and shall be replaced with Exhibit A 1 attached hereto and incorporated by this reference. In the event of inconsistency or discrepancy between the Exhibit A-1 and Licensee's equipment information set forth in the Agreement, the Exhibit A-1 shall control. 4) Effective upon the earlier to occur of i) commencement of installation of the Additional Equipment; or ii) April 23, 2006 ("Commencement Date"'), the Fee -- shall be increased by Nine Hundred Sixty Nine and 551100 Dollars ($969.55) per month ("Increased Fee"). The Increased Fee for any fractional month at the beginning or end of the period shall be appropriately prorated. 5) Capitalized terms contained herein, unless otherwise defined, are intended to have the same meaning and effect as that set forth in the Agreement. 6) All other terms and provisions of the Agreement remain in full force and effect. [SIGNATURES APPEAR ON THE NEXT PAGE] [REMAINDER OF PAGE LEFT BLANK RITMNTIONALLY] Licensor SiteNamoNumber. 343019thAvenue South, WA/ 91531 Licensor Contract Number: 59646 Licensee Site Name/Number: Tammy Lane / SC1812 — WA415 / FA#10013465 IN WITNESS WHEREOF, the Parties hereto have set their hands and seals to this First Amtmdment to that certain Schedule Tower Space License For New Sites as of the day and year first written above: LICENSOR: LICENSEE: UniSite, LLC, a Delaware limited New Cingular Wireless PCS, LLC, a liability company Delaware limited liability company By: American Towers, Inc., its sole member By: _ BY 1 r _ Name: Yannis Macheras Name: E. Don MacLeod Title: Vice President, Colocation Title: Executive Director of Network Services �, Date: � � Date:- --a G— 3 — , A 3 Licensor Site Namell+Tumber. 34301 9th Avenue South, WA/ 91531 Licensor Contract Number. 59646 Licensee SiteNameNaTnber: Tammy Lane/ SC1812—WA415 /FA#10013465 F,XMff A 1 4 uo/ Page 1 of 3 Andy Bergsagel - Re: FW: Cingular Tammy Lane (WA415) From: Andy Bergsagel To: Vince Bozick Date: 3/9/2006 10:41 AM Subject: Re: FW: Cingular Tammy Lane (WA415) Vince: I have spoken with the Deputy Director, Greg Fewins, about your Cingular proposals. You stated that the problem is that the cabinets are over 6 feet. I was hoping that there might be some way to allow them, but we did not find anything in the Code to allow them, unless they are in an enclosed building. The code states a limit of 6 feet for cabinets. The Deputy Director indicated that the preferable thing to do would be for you to determine someway to submerge the cabinets so that they do not stick up more than 6 feet above the grade. If this is not possible, an attractive "new completely enclosed building" would be preferred. The thing in the attached photograph looks sort of like a big cabinet, rather than a building, but I understand that if there is an existing compound with various, it might be hard for you to build a new shed -like building, like we sometimes see. If it is a new site or easy to build an attractive shed -like building, that would be preferable. Whatever you decide, please make sure you turn in a letter with the application, where you go through each of the criteria of the Federal Way PWSF code and address it, with your justification. We will take your concerns into consideration, and as long as it meets the code, I am hoping we can approve whatever you turn in. There was another question about whether we would require you to build a building that would enclose the other carriers. If you want to propose that, it might be the most attractive thing, but I can understand that it is not possible to mess with other providers who have existing leases and such in an existing compound. The City cannot give you a final answer until you apply for a project. The approval will depend on your written justification, the Code, and the particular situation of each site. The Director, Kathy McClung, is the one who signs the decision. I hope this helps. Andy Bergsagel Planner City of Federal Way 33325 8th Avenue S. P.O. Box 9718 Federal Way, WA 98063 253-835-2644 Phone 253-835-2609 Fax a ndy. b ergsag e I Lai pityoffed era I way. com file://C:\Documents%20and%20Settings\default\Local%20Settings\Temp\GW}00001.HTM 4/21/2006 Page 2 of 3 >>> "Vince Bozick" <vbozick@ptswa.com> 3/8/2006 10:44 AM >>> Hi Andy, Has the Director had a chance to look at this equipment shelter yet? Thanks, Vimee 80z;C4 206-356-8183 -----Original Message ----- From: Vince Bozick Sent: Monday, March 06, 2006 9:03 AM To: 'Andy Bergsagel' Subject: RE: Cingular Tammy Lane (WA415) Hi Andy, I've attached a picture of a shed provided by my client. Would this be an OK design? Remember, this is behind a US Postal Service processing center and is not visible from any road. Thanks, Vimee $02iC4 206-356-8183 ---__Original Message ----- From: Andy Bergsagel [mailto:Andy.Bergsagel@cityoffederalway.com] Sent: Thursday, March 02, 2006 9:21 AM To: Vince Bozick Subject: RE: Cingular Tammy Lane (WA415) Well, for the equipment shed issue we would need new sheets. That is a good idea to check with Odelia. Bob Dyer is the person who said they are going to propose equiptment sheds. Andy Bergsagel Planner City of Federal Way 33325 8th Avenue S. P.O. Box 9718 Federal Way, WA 98063 253-835-2644 Phone 253-835-2609 Fax andy.bergsa el cit�eralway cvm >>> "Vince Bozick" <vbozick@ptswa.com> 3/2/2006 8:45 AM >>> Hi Andy, OK. As soon as we figure out what we are going to do with the equipment compound, I'll get this out to you. Either we are going to go with smaller cabinets, or build a shelter. I tried to contact Odelia yesterday, but everyone was out in a meeting. I wanted to see how they were tackling the equipment shelter problem. Also, for the rest of the add info comments I'll be expecting to receive, can I address those in letter format, or will you wish to see those slip sheets? If we have to go back to the architecture firm for everything, it will take several weeks to get everything back. Thanks, file://C:\Documents%20and%20Settings\default\Local%20Settings\Temp\GW}00001.HTM 4/21/2006 Page 3 of 3 -----Original Message ----- From: Andy Bergsagel [mailto:Andy.Bergsagel@cityofPederalway.com] Sent: Wednesday, March 01, 2006 12:32 PM To: Vince Bozick Subject: Cingular Tammy Lane Here is an example of the type of project description I like to see. (This was for a different PWSF application):. - The proposal calls for four new antennas (35.8" x 5.5" x 4.7"), a Base Transceiver Station (BTS) unit (17' x 11" x 511), and a Global Positioning System (GPS) antenna (6.12" x 5") to be placed at approximately 70 feet above the ground on an existing 85'6" high Iight pole in Lakota Park. A T-mobile PWSF already exists at the top of the pole. The proposal includes an equipment cabinet (4'2" high) to be placed within a 10' x 10' enclosure consisting of 6-foot-high wooden fence and landscaping, adjacent to the existing T-mobile enclosure. file:HC:\Documents%20and%20Settings\default\Local%20Settings\Temp\GW)00001.HTM 4/21/2006 PACIFIC TELECOM S E R v I C E S, L L C February 7, 2006 City of Federal Way Department of Community Development Services 33325 8th Ave South Federal Way, Washington 98063 SUBJECT: City of Federal Way Process I Application Cingular, SC1812 (WA415) Tammy Lane 34301 9th Ave S (Parcel # 2021049157) Dear City of Federal Way: RECEIVED FEB 0 8 2006 CITY OF FEDERAL WAY BUILDING DEPT. On behalf of Cingular Wireless, Pacific Telecom Services (PTS) is applying for a Process I Permit with the City of Federal Way for the installation of new wireless communications antennas and associated equipment cabinets for the existing monopole telecommunications facility located at 343019 Ave South. Cingular has not hired a building contractor to construct this proposal to date. The contractor will be determined once the building permit is issued and all pertinent information will be provided to the Building Dept. at that time. In the meantime, PTS will be facilitating the construction management and permitting processes. In accordance with 22-966 and 22-970 Application Requirements for PWSF, we are submitting the following information in addition to materials indicated below. 22-966 (d) Prioritized locations. This is an approved existing monopole tower 22-970 (a) (4) Coverage chart of the proposed facility and explanation of the need for that facility at that height and in that location. Enclosed is an RF coverage chart. Since this is an existing monopole facility which serves an existing coverage area, it would be impractical to relocate to the BPA trail. We wish to upgrade this site to meet the increasing demands of additional cell coverage for this area. We are replacing (3) antennas with (3) new antennas. 22-970 (a) (5) Inventory of other PWSF sites in one mile radius. City is providing this map. 22,797,0,(7).,,,Loca_tion of electronic cabinets aboveground. 568 First Avenue South, Suite 650, Seattle WA 98104 Phone: (206) 342-9000 Fax: (206) 903-8513 PACIFIC TELECOM S E R V I C E S. L L C Cingular proposes to mount three new equipment cabinets on the ground next to the existing equipment cabinets. We wish to mount the new equipment cabinets above ground next to the existing cabinets rather than in an underground vault because there are already existing cabinets at ground level behind screening, which hides them from the public view, and additionally they are located at the back of the US Postal Service's processing center, which further impedes any view disturbances they may cause. The location of the cabinets are a tenth of a mile away from 1st Way S, and 3 tenths of a mile away from 9th S. Additionally, as can be see from the accompanying pictures the compound is shielded by trees on the northern side. Water seepage is problematic with vaulting g also. J` is 22-970 (9) Documentation of efforts to collocate on existing facilities We are upgrading an approved existing facility 22-971 (b) Collocation. This monopole is not owned by Cingular Wireless; therefore Cingular Wireless cannot provide a signed agreement to allow for future collocation. Enclosure: Enclosed please find the following Building Permit submittal documents for the above referenced site. 4 Full-size (24 x36) sets of plans 4 11 x17 sets of plans 4 Site Photographs 4 Photo simulations 1 RF Coverage Map 1 Master Land Use Application 1 Process I Application 1 PWSF Application 1 King County Parcel Map 1 Vicinity Map 1 Submittal Fee Check for application: $66.00 568 First Avenue South, Suite 650, Seattle WA 98104 Phone: (206) 342-9000 Fax: (206) 903-8513 '—Yrs _'. PACIFIC TELECOM S E R V I C E S, L L C if you have any questions or need additional information please call or e-mail me. Sincergly Vince Bozick Pacific Telecom Services Phone: (206) 356-8183 Fax: (206) 903-8513 E-mail: vbozick@ptswa.com 568 First Avenue South, Suite 650, Seattle WA 98104 Phone: (206) 342-9000 Fax: (206) 903-8513 PACIFIC TELECOM S E 6 V I C E S. L L C May 23, 2006 City of Federal Way Department of Community Development Services 33325 8a' Ave South Federal Way, Washington 98063 SUBJECT: Permit #06-100596-00 Ciurxe � l ' SC1812 (WA415) Tammy Lane 34301 9th Ave S (Parcel # 2021049157) Dear Mr. Bergsagel: I, Vince Bozick, as an agent of Cingular Wireless, am waiving my right to appeal the Process I decision of approval for file #06-100596-00-UP. If you have any questions or need additional information please call or e-mail me. Sincerely Vince Bozick Pacific Telecom Services Phone: (206) 356-8183 Fax: (206) 903-8513 E-mail: vbozick@ptswa.com RECEIVE® MAY 2 3 2006 CITY OF FEDERAL WAY BUILDING DEp-r, 568 First Avenue South, Suite 650, Seattle WA 98104 Phone: (206) 342-9000 Fax: (206) 903-8513 ` Page 1 of 2 Map Output I FtECENED King County - 10a� - - - 4 82006 WAY NAP - Property Information (Planning)BUILDING D� T. 0005 �e,tr+ ,.tG�J JIk1 a240 1727fl 9W2 Oi dd1 42t0 _ fl1GJ fl1 74 f.127J — D220 4t55 i:17�5 i tiiG+. f57 053 fiG9l7 Ln DOM 9174 > ;! 1:1 L 0-320 9150 Z si%5„Ia,i;V r, +S ;.ir k i 1 PL { 9173 JC)2D0SKiftgCe mIv , 0 �-1' 1 �7ry Legend Sa��■.ird Far e's Zoning Laha;s U A•2-1-qm'l-,..i,Zt OU s 9-9 Count/Boundary Zoning M R^ *Rc--i*;i,Q DU FIr2�ae' p 51raals L4,10<Aq :a .Fri, r lraarx ;da> 1?iaq'>Ja•Yrxx13�a._ CS - - ix i. S=o�stf'r+ad;Jxl C:•_t:ic4 f RA-2S>Awai€1UPff69�Cc lnlrlr' -. 13ov:nd:ary RA'S' nwn fkea Lim DU A,grivultural FlodUdiOn DiMrwS aL 1rl. us 1. i € a ltlraar Incorpoiated Ama Houndar'y UR-U*W.I;;tM=t0. a 'a'SwFt- r�•=1 . €i14•G�E.! :mat+- ¢�Y 1,�fjag1 �7r4n: � : i i :�i!=. aLine F��' '��y �`-4 Rcm:irtm, 43U �' w ; pp .y _ L7 Laka 2.arid Latga '--': _im3 St£eaarnA ue)sdawidot ,- .:ie Ri U, 3�ds3S,13OU mornre King County a:.; ied piopeatiOS i d R18-Rtnrbf,j>18 i PMa0M -- Par�a� t1a e information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. ing County makes no representations or warranties. express or implied, as to accuracy, completeness, timeliness, or rights to the use of such http:/f'w-%N,w5.metrokc.gov/seivlet/com. esri.esrimap.Esriniap?S erviceName=oveiti-iew&CI.ten... 9/2/2005 v i IN RECEIVE® 4) to Cld N MR, FEB 0 8 20D6 CITY OF FEDERAL WILY BUILDING DEPT. �� RECEIVED m �� ME oil FEB 0 8 2006 CITY OF FEDERAL WAY BUILDING DEPT. K f: • �_ r� V 1 L on � o o U o o U b �. o S>o z E 4 :t- RECEIVED CITY OF FEDERAL WAY BUILDAG DEPT. ' ' + e-a� '►ram-- r ' ,'JILE[atI-F7aMWtL, (-aVIE-5C, _,Z (WAA(S) PWSFs within one mile Radius of Parcel 202104-9157 'F;I C-f 0(-1 O AT & T$ »R_ ►a uM¢ . — _ - SwMST 2 __ S320 ST - -- ---- R.•, S320 ST S 37A ST. n aR ` F T - 1I b VERIZON NE?CTEL r e3 - -'n Federal • s. - +" : 9'aT MOBILE SPRINT-� s . 4 �, ,� Inlay .. ..$ asrrq r.�. 'z.4'. s "r •Qn.W �, .9 - mF 'S• IIso--, . -3: 4 ,t r� S'r '' �r:, s, �^ 5 \ ,� 4sv ra�� �r ,.. ` G R t ,� a •:C u E° - VERIZON G aev!n VT 1F. • �y�f $PRINT %5'�!.' 6 53735i ,dINGULAR .j, -'"III ti 'E _ _. •l ^: S 336 ST .. S 336 ST R'r SppSt ' S r ax n sw w 49 }� INGU LAR i1 Ti Z 4 4 N ;j b� J�fr,_ N 3 - Vv,viv rvwn Au ST SR 18 - 3 r I �. rwmis -- 1 s svxzsT s—T MI. G X Q 'L is ',4�VERIZON S356S'T _ ss� MsT n nq' NEXTEL ri ^ ,.,s,T a CINGULA Key: amiss ❑a�-„L ., lytff _ Subject Parcel h, C R PWSF Sites BPA Tower —r Building Mount ^ ■ Water Tower Mount — — �5 �. ■ Lattice Tower Light Pole (Not in ROW) TUIIE sue, Monopole r s, sT ' •�f R� + Utility Pole in ROW J. i o .. A 0 0.25 0.5 Miles N City of Federal Way February 6, 2006 This map is accompanied by NO warranties, and is simply a graphic representation. RECEIVED FEB 0 8 2006 CITY OF FEDERAL WAY BUILDING DEPT, r- O z O O J �* y� 4 � ' ' ► ";� ii o� F' i 7�' ''�� • f � ti � n �.•• �, �� -� �-,, i�� ,. r . ;�.: i�� .•� r � � +r f A W . 7� . * •-fir ��� � +�`. � Fy t�. T. t�.���r�•'�Tw-,�� ��y�' � fry ems, y � s �r.-.e r. -4- �l►l (-) RECEIVED FEB Q S 2006 CITY OF FEDERAL WAY BUILDING DEPT. N (Tf J >. E E Cu F-� r Q N r 00 r 0 RFCEIv C FEB U 8 A9Jb CITY OF FEDERAL WAY BUILDING DEPT, E E cu N 00 r U RECEIVED LOOKING NORTH 2-6-06 PACIFIC TELECOM SERVICES,LLC FEB o 8 Z006 X y ��`i"Yg�j � AY an L.J[ D PT. WERELESS KbU19 WA415 - TAMMY LANE 34301 9TH AVE S. FEDERAL WAY, WA 98003 I i 3e33iii •�'k r�, , ��R .r��y� • Y, �. :>S ,y'�„ ,�_ ••• • E]STING .,� '�. �, � � .� '~ � .,ram • • . jr :X PROPOSED F-3ECEIVED EXISTING LOOKING EAST FEB 0 8 2006 x c i n g uB[avfA:,r-,,sfAY WIRELESS PROPOSED 2-6-06 WA415 - TAMMY LANE PACIFIC TELECOM 34301 9TH AVE S. FEDERAL WAY, WA 98003 SERVICES,LLC LOOKING WEST 2-6-06 J--) PACIFIC TELECOM SERVICES,LLC WA415 - TAMMY LANE 34301 9TH AVE S. FEDERAL WAY, WA 98003 Map Output � RECEIVEDPage 1 of 2 Arc9MS HI i a CITY OF FEDERAL WAY BUILDING DEPT. "4 s � d WNW. --.r cDfl 5 33AT H ST ntati4JU sf 1� 5 344 f M ST y e , - tic f _ N y f � f - 348TM 3T 3aSTH Sr h Fio S 3;>GT M S"6 1di o ;:,ei �. si..ad •s .ii, �.`.1� .c�c,�.,a _: 1'�i�29a�=. ', zc !z http://maps.cityoffederaIway.conVseiA71et%com.esri.esrimap.Esrimap?ServiceNanie=developi.., 9%12/2005 X C'i n g UIa r raising the bar..1id` VICINITY MAP 1lT � 1� 5 �� s S 337TH LLN S 33BTH L S 338TH ST N 1ST CIRCLE S su 4 a 4 "'SS CINGULAR S� SITE 5 �ST 6TH AVE DRIVING DIRECTIONS FROM BELLEVUE GENERAL LOCATION MAP ^ ,WHITE CENTER, 99 SHOREW000 1 a Bl1RIEht, ^ VASHON /y OLALLA SEA VASHON DES MOINES ISLAND ^ CINGULAR GIG HARBOUR SITE 1 �'1�,ON I� *FEDERAL WAY �f TACOMA fIRCREST, FIF MILTON TH UNIVERSTIY 67 PUyNORk PLACE PUYALLUP- LAKEWOOD ,MIDLAND 161 Lucent Technologies Bell Labs Innovations Dept. of Community Development City of Federal Way TA M M Y LANE PO Box97A8enue S. 34301 9TH AVE S Federal Way, WA 98063-9718 FEDERAL WAY, WA 98003 SC1812 (WA415) ATC SITE #91531 PROJECT INFORMATION ISKYWAY • PACIFIC 0 N A\ SUMNER -,f' 410 "BONNEY LAKE TAKE 1-405 SOUTH. TAKE RAMP ONTO 1-5 TOWARDS PORTLAND. AT EXIT 143, TURN RIGHT ONTO RAMP TOWARDS S 320TH STREET/FEDERAL WAY. TURN RIGHT ONTO S 320TH STREET. TURN LEFT ONTO SR-99 PACIFIC HWY S. TURN RIGHT ONTO S 336TH STREET. TURN LEFT ONTO 9TH AVENUE S. ARRIVE AT 34301 9TH AVENUE S, FEDERAL WAY, WA. APPLICANT: NEW CINGULAR WIRELESS LLC REDMOND TOWN CENTER, BUILDING 3 P.O. BOX 97061 REDMOND. WA 98073-9761 PROJECT ENGINEERENGINE a: TRK ENGINEERING LTD. #201 — 17688 — 66TH AVE SURREY, BC V3S 7X1, CANADA CONTACT: RANDY MARKS TEL. (604) 574-6432 FAX. (604) 574-6431 TOLL FREE: 1-877-345-4045 EMAIL: mail®trkeng.com ZONING CLASSIFICATION: OP: OFFICE PARK BUILDING CODE: IBC 2003 CONSTRUCTION TYPE: N/A JURISDICTION: CITY OF FEDERAL WAY OCCUPANCY: UNMANNED RU LOCATION (BASED LATITUDE: oN NAD $3k 47' 17' 46.9" LONGITUDE: 127 19" 34.9" TOP OF STRUCTURE: (AGL) 121'-2•t BASE OF STRUCTURE: AMSL) 110.3' �NAVD 88) PROJECT AREA: t160 SQ. FT. $10,000.00 GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED 2. TRAFFIC IS UNAFFECTED 3. NO EROSION CONTROL MEASURES ARE REQUIRED TOWER OWNER: ATC 6802 SOUTH 220TH ST KENT, WA 98032 CONTACT: DONOVAN LACY PHONE: (425) 251-8480 EXT:4032 PROJECT CONSULTANTS: LUCENT TECHNOLOGIES 10735 WILLOWS ROAD, SUITE 200 REDMOND WA, 98052 TEAM LEAD: ALEX PERLMAN PHONE: (630) 699-0148 SITE ACOUISMON: LAURA WHITTEN PHONE: (206) 342-6388 ZONING AGENT: VINCE BOZICK PHONE: (206) 356-8183 CONSTRUCTION COORDiNATOfL BRAD HEWSON PHONE: (509) 342-4152 PARCEL NUMBER(S): 2021049157 AREA OF PARCEL: 51.55 ACRES 0 SQ. FT let 11 1 r`%t lAt2-0a6 wjw PROJECT DESCRIPTION CIA,& / CINGULAR WIRELESS, LLC. PROPOSES TO MODIFY AN EXISTING UNSTAFFED RAD10 TELECOMMUNICATIONS FACILITY: —REPLACE (3) EXISTING ANTENNAS WITH 3_ NEW ANTENNAS —ADO (2) NEW CABINETS AND (3) FUTURE CABINETS PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET ❑F CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE, ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CINGULAR WIRELESS. LLC. SERVICES IS STRICTLY PROHIBITED. PLANNING APPROVED Date a / _L 1 o v DRAWING INDEX DWG. NO. DESCRIPTION T-1 TITLE SHEET G-1 GENERAL NOTES A-1 SrrE PLAN A-2 COMPOUND LAYOUT A-3 SOUTH ELEVATION A-3.1 EQUIPMENT AND PLINTH DETAILS A-4 CONSTRUCTION DETAILS A-5 RADIO PLAN A-6 RF CONFIGURATION A-7 ANTENNA SWEEP TEST E-1 ELECTRICAL DETAILS E-2 ELECTRICAL LAYOUT E-3 GROUNDING LAYOUT "XPIRE9 41ZQl N/' JAN 3 0 2006 �tVt r, •Nl�ar��lMMv� ��V1L LEGAL DESCRIPTION REFER TO A-1 �1 Z s J n cot M �n W Q Co rnat wX a v�3 goo Sao o i z F O Ir L 0 0 1n a� y �a) o0 0) C� cV .0 _r L) �ca v �• U �V ex J��K P6ERIN& #201 — 17688 — 66TH AVE SURREY, BC V3S 7XI. CANADA TEL (604) 574-6432 FAX: (604) 574-6431 TOLL FREE: 1-877-345-4045 EMAIL• mail®trkeng.com WEB: www.trkeng.com PRO l NQ 0564-102 omwn ec as/S.R. •CHECIOD BC ol. cv� sxE 0564-IOZf1 R SME TAMMY LANE SC1812 (WA415) 34301 9TH AVE S FEDERAL WAY, WA 98003 h. SHEET TM-EE QQ C MAY y x T-1 GENERAL NOTES: 1. THE PROPOSED INSTALLATION WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE. 2. THE PROPOSED INSTALLATION IS UNMANNED AND IS NOT FOR HUMAN HABITATION. (NO HANDICAP ACCESS IS REQUIRED); 3. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXDAATELY 2 TIMES PER MONTH, BY CINGULAR WIRELESS TECHNICIANS. 4. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL 5. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. 6. ALL REFERENCES TO SPECIFIC STANDARDS FOR THIS PROPOSAL ARE UNDERSTOOD TO BE THE LATEST VERSION. 7. THE TENDERER MUST UNDERGO A SITE MIT TO CAREFULLY EXAMINE AND UNDERS7ANO THE SCOPE OF THE WORK REQUIRED BEFORE 610 SUBMISSION. NO COMPENSATION IN ANY FORM WILL BE PAID FOR EXPENSES RESULTNC FROM FAILURE TO DO SO. 8. IF THE SPECIFIED ECUIPMW CAN NOT BE INSTALLED AS SHOWN ON THESE ORAWINGS. THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL By THE CONSTRUCTION MANAGER, 9. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS. ELECFRKSAL LINES, AND ANTENNA CABLES. 10. ROUTING OF ALL CONDUITS. CABLES, CABLE TRAY, ETC. IS INDICATED AS PROPOSED LOCATIONS ONLY. CONFIRM THE EXACT ROUTING WITH THE ON -SITE CONSTRUCTION MANAGER PRIOR TO THE START OF WORK. 11. ALL DAMAGE OR OPENING UP OF THE EXISTING STRUCTURE MUST BE MADE GOOD TO THE PRE -CONSTRUCTION CONDITION OR BETTER. 12. INSPECTION OF COMPLETED WORK IS REQUIRED BEFORE COVERING UP. PROVIDE MINIMUM 24 HOURS NOTICE TO CONSULTANT. 13. REMOVE AUG CLEAN UP ANY DEBRIS OR MATERIAL FROM THE SITE THROUGHOUT THE DURATION OF THE CONTRACT ON A DAILY BASIS AND UPON OOMPLETKIPE OF DIE WORK AS DIRECTED BY THE CONSTRUCTIDN MANAGER. 14. OBTAIN AND PAY FOR AL ELECTRICAL PERMTIS AND INSPECTIONS REOIARED FOR COMPLETION OF WORK AND ACCEPTANCE, PROVIDE CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYING THAT THE WORK CONFORMS i0 THE REQUIREMENTS OF ALL CODES AND AUIHDRRIES HAVING dURFSLXIGTjpPJ, 15. PROVIDE GNGUAR WIRELESS WITH A WR117F39 WARRANTY, EFFECTIVE FOR ONE TENT AFTER DATE OF ACCLTTAJICE• FOR THE COMPLETE RNSTALLATIOH. REPAIR OR REPLACE ANY OEFECTS AWSENC DURING THIS PERIOD AT NO EXTRA COST TO CINGULAR WIRELESS. 16. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS ALLOWED, WITHOUT WRITTEN APPROVAL FROM THE CONSULTANT, FAILURE TO OBSERVE THIS RULE MAY RESULT IN CONTRACTOR CORRECTWO THE RISTALLATION AT THEIR EXPENSE 17. ALL RAMS NOT USTED AS 'EXISTING' OR 'PROVIDED BY OTHERS' ARE TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR IS. REFER TO STRUCTURAL ANALYSIS REPORT PREPARED Bf OTHERS FOR VEICFUGWT" THAT THE EXISTING STRUORRRE IS CAPABLE OF SUPPORTING THE PROPOSED ANTENNA LOADING. DESIGN CRITERIA: 1. THE STRUCTURAL DESIGN OF THIS INSTALLATION IS IN ACCORDANCE WITH THE IBC 2003. 2. DFCIGN LOADS DESIGN DATA FOR FEDERAL WAY WA • GROUND SNOW 15 Pef • BASIC WIND SPEED (3 SEC GUST) 85 mpH • WIND EXPOSUR C • SEISMIC DESIGN CATEGORY D1 • MAPPED SPECTRAL ACCELERATIONS FOR SHORT PERIODS S. = 1.2373g MAPPED SPECTRAL ACCELERATIONS FOR A 1 SECOND PERIOD S, = 0.3974g CONCRETE NOTES: 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. 2. CONCRETE SHALL BE MDTEO. PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC 2003 SECTION 1905 AND ACI 301. STRENGTHS AT 28 DAYS AND MIX CRRERLA SHALL BE AS FCLLOWTS- 3. TYPE OF CONSTRUCTION 28 DAY STRENGTHS W/C MINIMUM CEMENT (fc) RATIO CDNTENT PER CU C YARD A SLABS ON GRADE 3,000 PSI 5 .45 5 1/2 SACKS TOPPING SLABS CONCRETE PIERS B. ALL STRUCTURAL CONCRETE 4,000 PSI 5 .45 6 1/2 SACKS EXCEPT WALLS C. CONCRETE WALLS 4,000 PSI 5 .45 6 1/2 SACKS CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O. 4. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 5. ALL CONCRETE WITH SURFACES E)CFVOSED TO STANDWC WATER SHALL BE AM-ENTMNEO WITH AN AUR-EPITRAINING AGENT CONFORMING TO ASTM C26O, C494, ale. C969 AND 01017. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLES 1904,NA OF THE NBC 2003. 6. RE]NFORCRVG STEEL SHALL CONFORM 70 ASTM A615 (IN{LUDINO SUPPLEMENT 51 j, GRAI]E 6O, fg,60N,GS000 PST. EXCEPTEONS: ANY EARS SPECIFICALLY SO NOTiO ON TIE OFLAWI51-LMLL l°1E GRADE 40' fy=40,000 M. GRADE 60 REINFORCING BARS INDICATED ON ORA191HG5 TQ RE WELDED SHALL CONFORM TO ASTM Ai06. REWFORCNG COMPLYING W11H ASTM A615(51) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE tWITH WELDING PROCEDURES SPMFIEU IN A-WS. D14 ARE SUDMRTED. 7. REINFORCING STEEL SHALL BE DETAILED {RICLWlHG HODK5 AND BENDS) W ACCORDANCE WITH ACI 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 EAR DWAEIERS OR A MINIMUM OF 2'-G PROVIDE CORNER BARS AT AL WALL AND FOOTING INTERSECTIONS LAY CORNER BAR" AT LEAST 30 BAR OIAMEFERS OR A MRIMUM OF 2'-O'. LAP AD1010ENT MATS OF WELDED 'HIRE FABRIC A MINIMUM OF 8' AT SIDES AND ENDS. B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 9. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, fy=60,000 PSI. 10. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. 11. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: -FOOTINGS AND OTHER UNFORMED 3' SURFACES, EARTH FACE •FORMED SURFACES EXPOSED (#6 BARS OR LARGER) 2' TO EARTH OR WEATHER (#5 BARS OR SMALLER) 1 1/2- -SLABS AND WALLS (INTERIOR FACE) 3/4' 12. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. 13. ANCHOR BOLTS TO CONFORM TO ASTM A307. 14. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS, GROUT STR64MM SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH B IS PLACED (3.000 PSI MINIMUM). STRUCTURAL ALUMINUM NOTES 1. SHOP DRAWINGS FOR STRUCTURAL ALUMINUM SHALL BE SUBMITTED TO THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. 2. ALL STRUCTURAL ALUMINUM COMPONENTS SHALL CONFORM TO ANSI H35.1-1997. ALUMINUM ALLOY SHALL BE 6061-T6. 3. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE IBC 2003. 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE STAINLESS STEEL BOLTS. 5. ALL WELDS TO BE MIN. 1/4' FlLLET, U.N.O., FILLER ALLOY 5183 OR 5556 STRUCTURAL STEEL ES: 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. 2. STRUCTURAL STEEL DESIGN, FABRICATION, PAINRNG AND ERECTION (INCLUDING FIELD WELDING, HIGH STRENGTH MIL TING. LTING. EXPANSION BOLTS. AND THREADED EXP a ANCHORS) SHALL BE BASED ON TIE A.I.S.C. "SPECIFICATON FOR THE DESIGN. FABRICATION, AND ERECTION OF STRUCTURAL STEEL CHAPTER BU��S•i LATESTE IBC Ya63NSi A W SHALL TESTING IN ACCORDANCE WITDESIGNATED BY THE CONSULTANT, THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER A PLATES. SHAPES, ANGLES, MID RODS ASTM A36. Fy 36 KSI B. SPECIAL SHAPES AND PLATES ASTM A572. Fy 50 KSI C. PIPE COLUMNS ASTM A53, Fy 35 KSI D. STRUCTURAL TUBNO ASTM A500. Fy 46 K51 E. ANCHOR BOLTS ASTM A307 F. CONNECTION BOLTS ASTM A325 TWIST -OFF -TYPE 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M-00. 5, ALL WELDING, SHALL BE IN CONFORMANCE WITH M.S,C, AND AWS STANDARDS AND SHALL BE PERFORMED LTY WAB.O. CERTIFIED WELDERS USING E70 XX ELECTROOES. ONLY PREQVALIFIED WELDS (AS DEFINED BY AWS) 94A.L BE USED. wa DOJG OF GRAVE 60 REINFORCINC BARS (IF REWIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODM WELDINO OF CRAM 40 REINFORCINC BARS (IF REOUIFIEO) SHALL BE PERFORMED USING E70 XX !OT PERMR WE SEE RECTRODES. WELDING HFIORCWG NOTE DFOR MATER BENDS IN REINFORCING OF 15 WELDED BARS. 6. COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND DACE SOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INOIGATEO: ALL COLD -FORMED STEEL FRAMING SHALL CONFORM TO THE AI.S.S. '$PECrneATTOH FOR THE DESGN OF COLD -FORMED STEEL. STRUCTURAL MEMBERS.' 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3 4' DID) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTW B. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/B' DIA ASTM A307 BOLTS UNLESS NOTED OTHERWISE 9. ALL WELDS TO BE 1/4' FILLET UNLESS NOTED OTHERWISE 10. TOUCH UP ALL FIELD DRIWNG AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL SPECIAL INSPECTION 1, SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1704 OF THE IBC 2003 ARE REQUIRED FOR HILTI ADHESIVE ANCHORS. :'.P1F1-'s Q JAN 3 0 2-005 M L9 Z � r0 DOil (on cUeI FQ 00 vm� 30� 5 Oao � � A � 0 of L C] Ld CU .99+ O cc C C L 1 U cu J m V I U U cJ WV ENGINEERING #201 - 17688 - 66TH AVE SURREY, BC V3S 7X1, CANADA EEL• (604) 574-6432 FAX: (604) 574-6431 TOLL FREE: 1-877-345-4045 EMAIL mail0trkeng.com WEB: WW trkeng.com PAO LR HP 0564-102 DRAWN BY: AD./SLR. rric� B: DA 1:10 FILE: 0564-102G1 REVISI SIZE TAMMY LANE SC1812 (WA415) 34301 9TH AVE S FED SHEET TIRE FED 0 8 20 GENERALNOTES CITY OF FEDERAL SHEET NUMBER G-1 Y EXISTING CONIFEROUS TREE TYP. EXPIRES 41201 6 JAPE 3 0 2005 SITE PLAN A=18'47'36" R=1250.00' L=410.00' A I f A NOTES: 1. SITE PLAN INFORMATION WAS QBTANED F90M DRAWINGS PREPARED BY KOC ARCHITECTS INC. DATED MARCH 07, 1997 AND FIELD MEASUREMENTS TAKEN BY TRK ENGINEERING ON AUGUST 26. 2005. THIS ORAYIIHG DOES NOT REPRESENT A SURVEY_ DIMENSIONS TO PROPERTY LINES ARE APPROXIMATE ONLY. LEGAL DESCRIPTION: A PARCEL OF LAND IN THE 'NEST HALF OF THE SOUTHWEST QUARTER OF TFIE NORTHEAST QIXARTER,. THE SOUTHEAST OUARFER OF THE NORTHWEST QUARTER; THE SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST AN OUkRTER. D THE NORTH 590 FEET OF THE NORTH HALF OF THE SOUTWE5F QUARTER OF THE NORTHWEST QUARTER OF SECTION 20. TOWNSHIP 21 NORTH, RANGE 4. EAST OF THE WIUAMETTE MERIDIAN, KING COUNTY, WASHINGTON. DESCRIBED AS FQULOWS' BECRNNWNG AT THE GENTER of SAID SECTION 7.0, SAID POINT BEING ON THE EAST BOUNDARY LINE CF A TRACT OF LAND NOW OWNED BY AUSTIN B. CAR, ET U%, LMIOER OEEO OATEO ALIGVST I3, T964 AND RECORDED AUGUST 27. 1964 UNDER FOHO COVH71' RECVRDIHG NUMBER 5T79429; SAID UNE BEING WILMON WITH THE NORHI/SOW)i ONE QUARTER LINE OF SAID SECTION: THENCE OWN SNO LINES, NORTH 01"16'46' EAST, A INSTANCE OF 360.82 FEET TO A POWT BEING SOUTH 01'16'14" WEST. A DISTANCE OF 297.00 FEET FROM THE NORTHEAST CORNER OF SAID TRACT; THENCE NORTH L10'4Wi4:' WEST, A DISTANCE OF 330.00 FEET: THENCE SOUTH Ot' I6'46' WEST. A DISTANCE OF 179.36 FEET TO THE NORTHEAST CORNER OF A TRACT OF LAND FORMERLY OWNED By OLAF I4AUGER, EF UX. UNOEER OEM DATED WHE 1. 1945 ANO RECORDED JANUARY 5, 1946 UNDER KING COUNTY RECOROINO NUMBER 353OM: THENCE ON THE NORTH BOUNDARY LINE THEREOF, NORTH 68'46'40' WEST, A INSTANCE OP 220.OD FEET TO THE NORTHWEST CORNER OF SAO TRACT; THEN" ON THE WEST BOUNDARY LINE THEREOF SOUTH 0 '16'46' WEST, A DISTANCE OF 181.50 FEET TQ THE FAST/WEST ONE WARIER LINE OF SAID SECTION; THENCE DR SAO LINE NQ9TK 88'46'40" WEST, A DISTANCE OF 521.96 FEET TO A POINT BEING SOUTH SB'46'40' W. A OTSTANCE OF 1,544.35 FEET FROM THE WEST ONE OUARTER CORNER OF SAID SECTION; THENCE LEAVING MD LINE, NORTH 01-165V EAST A DISTANCE OF 712.14 FEET; THENCE NORTH 63'40'00" WEST, A 011-7ANCE OF 543.08 FEET; THENCE ROM 3g20'00' EAST. A DiSTAHCE OF 310A0 FEET TO THE BEGINNING OF A 1.25DA0 FOOT RADIUS CURVE TO THE LEFT THENCE ON SAID CURVE THROUGH A CESITRAL AWAX OF IS'4T35". FOR AN ARC DISTANCE OF 410.00 FEET THENCE SOUTH 72'27'35' EAST, A DISTANCE OF 789.85 FEET; THENCE SOUTH WQO'OO' EAST. A DISTANCE OF 134.66 FEET TO THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 20; THENCE ON BAD SOUTH LINE AND THE SOUTH LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST OUARTER OF SAID SECTION, SUM 88'45'47" EAST, A DIAANCE OF 795.73 FEET TO A POWs ON A 1.130.00 FOOT RADIUS CURVE WHOSE CENTER POINT BEARS SOUTH O4'SX30' EAST; THENCE SOUTHERLY ON SAD CURVE. THRGOGN A CENTRAL ANCIX OF D9'57'3Q', FOR AN ARC DISTANCE OF 196.40 PEET; THENCE SCUD; 04'3O'0D' EAST, A OISTANCE OP 460,00 FEET TO THE BEGINNING OF AN $10.00 FOOT RADIUS CURVE 70 THE RFGM. THENCE ON SAID CURVE, THRDUGH A CENTRAL ANGLE OF 30'00'00", FOR AN ARC DISTANCE OF 424.12 FEET; THENCE SOUTH 2510,00' WEST. A DISTANCE OF 271.12 FEET TO THE SAID EAST/WEST ONE QUARTER LINE OF SAID SWnO N 20X THETA'£. ON SAID LINE NORTH W46'40' WEST, A DISTANCE OF 348.36 FEET TO CENTER OF SAO SECTION AND THE POINT OF BEGINNING. 1 0.} N 35*00*00' W 293'- � 134.66' N 8_Q'45'47 _W --__ R=150' 795.73' � 1E7+0357'30' E70'-RNG COMPOUND. REFER 1 R.I MM' TO A-2 FOR DETAILS L„1!9&40' I , 8� S EXISTING PROPERTY LINE, TYP. BTFi AVE CENTERLINE I 1 i �30'00'00" 1 R=870.00' �Iv N 01'16'46' E 179.36' 14_'_vvW ' 01N 1 ^ � rN_6546 V 336.00' � f X � N e B220.00' W 20.0' f 1 �N 25'10'00" x 271.12' 9521.9 '01'1.50' f A r 521.96' 181.50' 348.36 BOUNDARY PLAN 0 8001160 240 M Z O tD J ^ m m ,n ^ 23 0 0qz E EL01� 0 o i Z LLI F 0 of 0 L . O cu Ld 1n � o L L p o +J C c cn �m cu V I L) U CJ 9V ex 4ug ENC+TNEf:RING #201 - 176B6 - 66TH AVE SURREY, BC V3S 7X1, CANADA TEL (604) 574-6432 FAX: (6C4) 574-6431 TOLL FREE 1-877-345-4045 EMAIL' mail6trkeng.com WEN: www.trkeng.com ARO,SR NO 066/-102 oRAwN er: AO./S.R. cH[asv Bl.' DA SM TL [; 0564-1-1 RE TAMMY LANE SC1812 (WA415) 34301 9TH AVE S FEDERAL WAY, WA 98003 SHEET TALE FE&EQ4 2006 A-1 0' ,� F ' � J •� + 1ws-'• ''AYIw �/a°� IG. �1� •• �3C��i'��T r � / �4 a ' err 4 �s;';: � �� • ����� Jill1<! NOTES: ' 1. CONTRACTOR TO PROVIDE ALL REQUIRED HARDWARE NECESSARY TO FACILITATE ANTENNA CABLE ROUTING FROM EQUIPMENT CABINETS TO ANTENNAS. 2. COKIRACIO LODWORK ES AS HALL CO COMPLY THE LO ALL AUCHORIiY TNVING�. STATE, JI1R50[CTIDN F/J4i] FQR YHE LOGTIQN. THE EDEi10N OF jF1E A: AOOMCD CODES AND STANMTipS 1H EFFECT OH THE pATE OF GONTRACi AWARD SHALL GOVERN THE DESIGN. L 1BRIDGE j�R014DED I ARGUS T€za srrE PORT CABINET) ICE CONNECTION. ER TO4 FOR DETAILS ;T1NG ELECTRICAL RISW BOX TO BE ED W" CONCRETE INER FLLM REFER A-4 FOR QETFILS FUTUREIOKIA , LUCEI+T i1Mi5 DJA �` o� w L�r JANI 3 0 2006 COMPOUND LAYOUT 0 ENGINEEiiIt3G #201 - 17688 - 66TH AVE SURREY, BC V3S 7X1, CANADA TEL (504) 574-6432 FAX: (6G4) 574-6431 TOLL FREE: 1-877-345-4045 EMAIL• mail®trkeng.com WEB: www.trkeng.com .6aJ[[Y r+Q 0564-102 PAWN a AD./S.R. DA CDR t 0564-102A2 SITE TAMMY LANE SC1812 (WA415) 34301 9TH AVE S FEDERAL WAY, WA 98003 F BUILMMDEPT. 1 A-2 n� NOTES: 1. ELEVATION IS DIAGRAMMATIC ONLY. 2. CONTRACTOR TO PROVIDE ALL REQUIRED HARDWARE NECESSARY TO FACILITATE ANTENNA CABLE ROUTING FROM EQUIPMENT CABINETS TO ANTENNAS. 3. ARACND ALR L CODES AS ADOPTED W LOCAL AUTHORITY NAVINNO SKmj_ COMPLY WON ALL APPIJI t' STATE. JURISDICTION (AHJ) FOR THE LOCATION. THE Ellr OF THE " ADO`VI CODES AND STANDARDS IN EFFECT ON 1HE DATE OF CANTRAFT AWARD SHALL GOVERN THE DESIGN. 4. PAINT ANTENNAS. OUTSIDE ANTENNA CABLES AND ASSOCIATED HARDWARE TO MATCH EXISTING MONOPOLE. T.O. MONOPOLE t120-0 aG.L ANTENNA TIP..IiEiGHT. TO MATCN lUP OF POLE CINGULAft RAD CENTER I t115'-B' 0.G.L REFER TO DETAIL 1 FOR PROVIDE HANDHOLE AS CutlGUVkR ANTENNA LAYOUTS SPECIFIED PER STRUCTURAL BY OTHERS C/W BARBED WIRE IUP SOUTH ELEVATION 0 1 4 SECTOR 3 AZIMUTH 320' EXISTING EXISTING ANTENNA, SECTOR 2 AZIMUTH 27P RAD CENTER 115'-B" EXISTING ANTENNA CABLES (TOT AI7TE7N74A] ABLES ANTENNAECABLES R DR 1 H 5T ANTENNA MOUNT EXISTING ANTENNA LAYOUT N.T.S. REPLACE EX15ifNC PAHEY AT4TETIEdA WTiH 51X-PORT PANEL ANTENEE4 TO SERVICE 1900MHi DSTt 050A1Ht GSM AND 19OOMF4 UMFS ANTENNA SYSTf3FS. TYP. OF 1 PER SECTOR. REFER TO A-5 AND A-6 FOR RF DETAILS SECTOR 1 SECTOR 3 AZIMUTH 55 AZIMUTH 320' \ / 7 URUZE EXISTING ANTENNA MOUNT t EXISTING MONOPOEE— 1 VALMONT COMMUNICATIONS' ANTENNA 1 # MOUNTING PIPE (PART $814611 OR APPROVED EQUAL, TYP. 1 PER SECTOR '20f SECTOR 2 AZIMUTH 23(r ce R 115'- C)NGULAR ANTENNA LAYOUT N.T.S. �1 Z s J n m r � rD � 0 0 W � V0 Z O F- d 0 p :2m r Z w F O L C3 cu 0 C) w � UI C K � O W > L -c 0 }� lox C .G V I � v 7 V jlENGINEERING #201 - 17668 - 66EH AVE SURREY, BC V35 7X1, CANADA EEL• (604) 574-6432 FAX: (604) 574-6431 TOLL FREE: 1-877-345-4045 EMAIL mail®trkeng.00m WEB: www.trkeng.wm N CE P. 3 III—E0564-1 DZ AD./SR DA C4D FXE: 0564-10TAi STE TAMMY LANE SC1812 (WA415) 34301 9TH AVE S FEDERAL WAY, WA 98003 r�f 6L A�YJIJL7' di,'[ r"rru T~ i BUIL�EPT. A-3 OUiODDR LUCENT UMTS MODULAR CELL CABI WEIGHT = 790 LBS OLROOOR NOKIA ULTRASffE CABINET WEIGHT = 845 LBS 3•_O- ALUMINUM CS 6x5.77, TYP. } }/g' pTA. $TATW rcc STEEL THREADED ROD BONDED TO CONCf14T PAD WITH HILTI HIT HY150 ADHESIVE WITH 3 1/2' MIN. EMBEDMENT LENGTH, 1/2• - - - TYP. CONCRETE PAD ELEVATION ►1 ■ TRK ENGINEERING LTD. HAS NOT DESIGNED THE CABINET PLINTH. PLINTH DETAILS HAVE BEEN PROVIDED BY LUCENT. D BOTTOM TYP. IOR HOLE. OUTDOOR AROUS TE20 SITE SUPPORT CABINET WEIGHT = 2600 LEIS (ASSUMED - MUST BE VERIFIED PRIOR TO CONSTRUCTION) TH ANCHOR HOLE, OF 4 EQUIPMENT CABINET F f ✓~ r_.r� Ci C•1 �j_s� a R .5�13 _MPIRES 412_101 JAN 3 0 M06 2'-D ANCHOR CABINETS PER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS 3/4, DIAL MOUNTING ROLE. TYP. OF 4 CORNERS 3/4, DIA. MOUNTING NOLE, TYP. OF 4 CORNERS- INSTALL MOUNTING HARDWARE 2 13/16" EQUIPMENT DETAILS N.T.S. ENGINEERING #201 - 17688 - 66TH AVE SURREY. BC V3S 7X1, CANADA TEL (604) 574-6432 FAX: (604) 574-6431 TOLL TREE 1-B77-345-4045 EMAIL• mail®trkeng.com WEB: www.trkeng.com PROitCi NS 0564-102 DRAWN 9Y: AD./SR. [�Dp�P Dr DA uu RL 0564-10243.1 r SIIE TAMMY LANE SC1812 (WA415) 34301 9TH AVE S FEDERAL WAY, WA 98003 EQUIPMENT AND ii77 AILSS � � AY B� DEPT A-3.1 1/4'x3-x14' BENT FASTENED TO GRIP: 1/2' DIA BOLT, TY NUTS AND LOCKWA VALMONT COMMUN CORNER FILLER (I VALMONT COMMUNICATIONS - PIPE G,P. [PART B3013) OR APPROVES UAL COMMUNICATIONS 24' 'GRIP STRUT' WAVEGUIDE BRIDGE OR APPROVED EQUAL, CUT TO SUIT AND TOUCH UP WITH 2 COATS OF GALVACON e2'-3'±VALMONT TENNA CABLE SUPPORT (TO SUIT CABLE SIZE) OR APPROVED EQUAL VALMONT COMMUNICATIONS 24' SUPPORT ARM (PART# B3010) OR APPROVED EQUAL VALMONT COMMUNICATIONS ANCHOR BOLT PIPE COLUMN (PART BS26X) OR APPR6VE0 EQUAL (2) 3/4' DIA THREADED RODS. BOND TO CONCRETE WITH HILTI HY-150 ADHESIVE SYSTEM EMBED 5'. TYP. T.O. EXISTING CONCRETE PAD W V UIDE RIDGE ETA 0 SPLICE AND CORNER FILL R DETAILS IL il E l VALMONT COMMUNICATIONS PIPE CAP (PART4 83013) OR APPROVED EQUAL [ ° z VALMONT COMMUNICATIONS 24' 'GRIP STRUT' WAVEGUIDE n BRIDGE OR APPROVED EQUAL, CUi TO SUIT AND TOUCH UP WITH 2 COATS OF GALVACON MTS ANTENNA CABLE SUPPORT Nk-.00 LK (TO SUIT CABLE SIZE) OR APPROVED EQUAL VALMONT COMMUNICATIONS 24" SUPPORT ARM (PART# B3010) OR APPROVED EQUAL VALMONT COMMUNICATIONS DIRECT -BURIAL PIPE COLUMN (PART# B130) OR APPROVED EQUAL 3/4' CHAMFER T.O. EXISTING GRADE NOTES: 1. REFER TO G-1 FOR ALL STRUCTURAL STEEL SPECIFICATIONS. WAVE WIDE BR10E DELAY 0 ELECTRICAL SUPPORT P1001A ELECTRICAL NT k. U-BOLT, W NUTS AND �W IHER6, TYP. e0XRRSS 4/2 JAN 3 0 2006 EXISTING H—FRAME ELEVATION 0 3 jflGINEEF1N1 #201 - 17688 - 66TH AVE SURREY, BC V3S 7X1, CANADA TEL• (604) 574-6432 FAX: (604) 574-6431 TOLL FREE 1-877-345-4045 EMAIL ..lOtrkeng.com WEB: www.trkeng.com D661-,U2 n awN ar: S.R 1KCKW T7 D.A. cm rx r, 0564-107A4 R SITE TAMMY LANE SC1812 (WA415) 34301 9TH AVE S FEDERAL WAY, WA 98003 - �•T CONSTRUCTION DETAILS FEB 0 8 2006 Gt 1 CEDE WAY A�`2VG ❑ PT, v Cirigular- w1 a -RF Data Sheet - - - � MelD''- SGi012(WAd15). ❑slcIssued i713Af05 4a Nama elmmy Loine RevWPri Lavel 151,0 �ra'ed uMTS overlay - Short Term - ;'•".• ;`;;-=1?c-`-'•:..,:.:�F -"_`:• - . - GR BC ,SM. Equglmenl IRF pesiDn En anger Piuro Rovnni 1MTS Equlpmeni Floxont Ond8T8 Macrocpll IRF Performance Engineer Anhwrrni Goal "DMA Equi9ment $one 151 GSM ase TACMEISCIII .x[iunda, 7 . , 2 i 0 749A0 1 5�z7iu...dumi Ao_r.lopola .atdude daclmat 47..29630711 TovrcrpwAer AlrioricnNTovror -a ud( dJmall ll -322.32$3630 Calocalion Partners :Dun IKING TierDfourant lop itreet Address 34301 0TH AVE 5 Business on she ]FED RALWAV State WA Poinlwla t Ft' 1-1[s6t P I 120 Lip Code `�� Existing Configuration orU00W an n =, GSM850 »..:.....,......:.... EFZiC 1900>?: - - 'GSM:850:. SEfLC;1900 . : ..1 :....... GSN1.850 ETtIC 19DC .;:.[ Number of Anlertna. 1 1a*lb+4g+4b 7a+7b+10a+10b 1 13a+13b+16a+1Gb Antenna Port Number Decibel DeCtbel Decibel Antenna Vendor Antenna Model 932DG65VTE-M 932➢G 55V7E-M 9320G65VTE-M Antenna (Bard I Pal) SBDP 56DP S50P Antenna HEW 65 115 65 320 Azimuth 55 230 IE[ectrical Lilt 0 0 0 Mechanical TBi 0 0 0 RET NID No NO AntonnaI7lm�rls{nchr (W.L.H1 51Lbx7x3 51.5x7'x3 51.5x7x3 An(cnna W - ht Ibs] 1i 11 1i Rttd Center (tl) 118 118 118 Number of Feeders 4 4 4 Feeder Type LDF7 1-518' L➢F7 I-W L➢ir7 1.518- Feeder Le lh 13a 138 138 uumheroll7%A 2 2 2 TMA Type Erlcsson Ericsson Ericsson TMA 0111A (W hl(I6],lerrrjlh,he ht] No Di lexed No No Anlenna(Shv" )e No No No MCPA No No No TRX Count l ERP ( d8m I Wails } 1 1 Planned Configuration ro(Arltenms a Port Number a Vendor s Model CHEW al Tilt neat Tilt FeedoTLength Number of TMA TMA Type TMA DIM {1M1lelON Diptaxed Anlenm (Sharing I MCPA TRX Count FRP ( d8m 1 Watts G5?.1 no ERiG .19430 " GS114 850 iiklG 1900 G5NS $5(1' ERIC 1W 1 1 1 Itc+ild I lla+11b I 17C+17d 17a+17b 5c+Sd 5a+5b 55 55 230 12H] rev aev 0 0 1} 0 0 0 0 0 4 Yes Yes Yes 51.8x11x 5.5 51.8x10.3x5.5 5i.Bx10.3x5.5 36.3 36.3 118 118 11� t �•lr of fy�% 2 2 2 2 2 2 -.ra .+� ems• .DF71-5(8" LDF71-518, LDF71-518' LDF71-518" iLDF71-5/8' LDF71-518" 138 138 130 138 139 136 0 2 0 2 0 2 Ericsson Ericsson Ericsson No No No No No No No No No No No No No No No No No No 57.1 / 512 50.1 1647 157.115121 58.1 1647 57.1 1512 1 58.1 1647 RADIO PLAN N.T.S. I L MODEL #: 7785.00 MANUFACTURER: POWERWAVE MOUNTING BRACKET: INCLUDED LENGTH: oa WIDTH: DEPTH: WEIGHT: 5 60.5 Ibe. (W/ BRACKETS) 01F WA Am a ENGINEERING #201 - 17680 - 66TH AVE SURREY, BC V3S 7X1, CANADA TEL. (604) 574-6432 FAX: (604) 574-6431 TOLL FREE 1-877-345-4045 EMAIL mail0trkeng.com WEB: www.trkeng.com urea-:er nc oss�lo2 o uwN BY; AD./S.R. cFacrtu m: DA ua rrE 0564-IO1J5 ^ y V sne xr(1�5 rl II I TAMMY LANE E SC1812 (WA415) 34301 9TH AVE S FEDERAL WAY, WA 98003 JINN 3 0 2006 SHEET TrrE fiA&0,AN8 2O .• . AY ANTENNA DETAILS N.T.S. - 1 5 BEN S. wtisE,��� r! E X FIRS 09I I; r JAB{ 3 0 2006 RF CONFIGURATION M Z Z 0 10 J_ r` rp M O W ^ 00 ~�0) LU Q U m $ Z o� oao = 0 0 C) LR 0 (V L i� �V ix EtVGINE£AING 0201 — 17688 — 66IH AVE SURREY, BC V3S 7X1, CANADA TEL (604) 574-6432 FAX: (604) 574-6431 TOLL FREE 1-877-345-4045 EMAIL mcilOtrkeng.com WEB: www.trkeng•com PH'JrCR IA: 0561-102 OW.wN ar: AOJS.R. LNECh'D7 BY: D.A. Gn Fli OS6h102A6 SIIE TAMMY LANE SC1812 (WA415) 34301 9TH AVE S FEDERAL WAY, WA 98003 r- frj r1 t RFCONFIGURA FEB , §'�00 AY BLDIN�DEPT 1 A 9 A TENNA SWEEP T 5f ACCEPTANCE: Cv4GULAR WIRELESS RF ENGINEERING, PACIRG NORTHWEST (WASHINGTON AND OREGON MARKETS) REQUIRED EQUIPMENT, 1 ANRff$ll SITE LULSTFIi C251 OR 53320, 1 EXTERNAL 12Vdc POWER SUPPLY TO POWR THE SAS T. 1 DIN FEMALE TO N TYPE MALE ADAPTER (LAW LOSS)- 1 ON MALE TO N TYPE MALE ADAPTER (LOW LOSS)• 2 DIN FEMALE TO OW FEMALE ADAPTER (LOW LOSS). 1 PHASE STABLE CABLE. 1 TRUE-RMS MULT-METER- ROTE; ALL SWEEPS MUST BE DONE IN RETURN LOSS MODE AND NOT VSWR MODE. PCS EANO�F1.1850 F:! 990 B50 9AH0 F1=624 F2=894 TX FRED FI-IS30 1`2.1980 TX FM F1.869 F2 894 IOC FRED Ft=1850 F2-1910 RK FREQ F1 =B24 F2 B49 Ga-GSM 850 TB•TOMA am C9.19DO GSM V9.19D0 UMTS 1. PR �VUGHT RETM- LOSS. 2 ENTER FREQUENCY VALUES FOR F1 AND F2. SEE TEST FREQUENCIES FOR VALUES. 3. PRESS SWEEP, RESOLUTION THEN SELECT 517. 4. PRESS VARY CAL AND FOLLOW INSTRUCTIONS FOR OPEN/SHORT/I.OAD. 5 ONCE SITE REMOW LOAD. VERIFY THE R TRACE IS HAS M7 (A FEW SPM ARE TOK) AND MEASURES MOON➢ -54de. IF NO REETIGHTFN ALL CONNECTORS AND THECA HEL54� EITHER LOAD 5 BAD OR THE SITE MASTER HAS A PROBLEM_ 6. RECORD THE RETURN LOSS TN a OF THE LOAD ON THE SITE RESULTS SPREADSHEET. 7. ONCE CALIBRATION IS COMPLETED SAVE CAL/SET SETUP. ANTENNA SWEEP TEST_ 11) RETURN LOSS - ANTENNA ONLY (2) CA,5LE 51'5TEM DISTANCE TO FAAIIT - LOAD - CDMPONENT BYPASS (3) SYSTEM RETURN LOSS - LOAD - COMPONENT BYPASS (4) INSERTION LOSS - SHORT - CABLE AND COMPONENT (5) TRANSMISSION LINE CONTINUITY TEST (6) CABLE LENGTH - ANTENNA - COMPONENT BYPASS (7) RETURN LOSS - COMPONENTS (a) SYSTEM RETURN LOSS - ANTENNA CABLE AND COMPONENTS I. Eros Q� PGS BAND FI=1850 F2=1990 850 BAND F1=824 F2=894 T95 TEST PRONOES A DOCK INTEGRITY TEST TO VERIFY THE QLULTIY OF AN ANTENNA BEFORE IT IS INSTALLED. THE ANTENNA IS TESTED IN THE RETURN LOSS INT THE AwTEIpa AT MOVE, FOR THE RE STURN LOSS MEASUREMENT. THIS W'LLMEASUREMENT OUTDOORS ANDOENSVRE THAr NO RIF THE REFLECTION FROM A NEARBY OBJECT IS CAUSING A FALSELY INFLATED RETURN LOSS. NOTE: THE MINIMUM ACCEPTABLE PASS LEVEL IS -14 dB FOR ALL BAND AND MANUFACTURERS. 2. - THIS TEST IS A PERFORMANCE VERHIC47M AND FAILURE ANALYSIS TOOL FOR THE TRAHSM45SIPN L)NES AND SWEEP PROM THE TOP OF THE & 90Ti0�STOR5 OR MR" IN LINE. . JUMPERS ARE INSTALLED, OTHERWISE SWEEP FROM THE BOTTOM OF THE :LAIN CW LINE. TEST FREQUENCIES: 1900 F1=1850 F2=1990 850 F1=824 F2=894 1. PRESS MODE, SELECT DTF, SELECT DTF AID, ENTER TEST FREQ, DISTANCE AND CABLE SIZE. 2. STARTING WITH TX/RX 1. USE THE DIN (F) TO DIN (F) CONNECTOR TQ BYPASS THE TALL 3. CONNECT A LOAD AT THE END OF THE ANTENNA JUMPER. 4. PERFORM OTF MEASUREMENT. 5. PRESS UMT TO $ET THE HORIZONTAL MARKER; SET LIMIT LEVEL TO -32 dB. 6. VERIFY ALL CONNECTORS ME BETTER THAN -32 dB AND COAX IS BETTER THAN -40 dB. 7. LABEL SWEEP AS SITE ID_SECTOR_CABLE LABEL -TYPE OF SWEEP THEN SAVE SWEEP. B. REPEAT DTF TEST FOR THE REMAINING TRANSMISSION LINES. NOTE: • --32 49 OR BETTER FOR CONNECTORS IS CONSIDERED AS PASSING. SING. -40 dB OR BETTER FOR ALL COAJUAL CABLE INCLUDING JUMPERS IS CONS10EREO AS PASSING FOR THE ENTIRE CABLE SYSTEM, THE MINIMUM ACCEPFABLE PASS LEVEL FOR THIS TEST IS -32 d8 FOR BOTH 19M MHz AND 8SO MHt BAT1V. 3. - - • EACH FEED LINE SYSTEM IS 11S1EO FOR ACCEPTABLE RETURN LOSS. THIS TEST CVERIFIES THE CABLE ALIBRATED 50 LOAD ISYSTEM E �U�FNE HE TEST IS PERFORMED USING A PRECISION, THE TEST LINE CONSITS OF THE EQUIPMENT JUMPERS, SURGE ARRESTOR, MAIN FEED LINE, AND TOP JUMPERS. NOTE: THE MINIMUM ACCEPTABLE PASS LEVEL IS -20 dB FOR BOTH 1900 MHz AND 850 MHz BAND. TEST FR OUENCI 1900 F1=1B50 F2=1990 850 F1=824 F2=894 1. PRESS MOOS. SELECT RETURN LOSS. 2. BYPASS THE COMPONENTS- 3. CONNECT A LOAD AT THE END OF THE ANTENNA JUMPER. 4. PERFORM RL MEASUREMENT. 5. PRESS UuT TO SEr THE HORIZONTAL MARKER; SET UNIT LEVEL TO -20 dB. 6. LABEL SWEEP AS SITE ID -SECTOR -CABLE LABEL -TYPE OF SWEEP THEN SAVE SWEEP. 7. REPEAT RL TEST FOR THE REMAINING TRANSMISSION LINES. 4, 1rIG : ^•, •`cS -SHORT - rJru F aMR1 CeuP� THIS TEST WILL MEASURE THE CABLE LOSS OF THE TRANSMISSION UNE AND JUMPERS BETWEEN THE CABINET AND ANTZNRA USE TABLES 3 AND 4 FOR 1NSEFY LOSS VALUES FOR DIPLEXER"S AND MHA"S- TEST FREQUENCIES: 1900 F1=1850 F2=1990 850 Fl=824 F2=894 1. PRESS MODE, SELECT RL. SELECT RL AID, ENTER TEST FRED. DISTANCE AND CABLE SIZE. 2. STARTING WITH TX/RX 1. USE THE DIN (F) TO DIN (F) CONNECTOR TO BYPASS THE TMA 3. CONNECT A SHORT AT THE END OF THE ANTENNA JUMPER. 4. PERFORM INSERTION LOST MEASUREMENT. WITH2 5. To 2 AX RL (pFA4 THEN WADE By 4, M1+M2/4.1MT AND LI AVERAGE SHOULD BE LESS THAN 1 dB BEZQW THE LOSS FOR THE NEXT HIGHEST CABLE LENGTH- 6. LABEL SWEEP AS SRC 10_SECTOR-CABLE L48EL_TCPE of SWEEP THEN SAVE SWEEP. 7. REPEAT INSERTION LOSS TEST FOR THE REMAINING TRANSMISSION LINES. 5. Tf paucuicstk� �1NF ODH TIHU �: THIS TEST WILL VERIFY THE CONTINUITY OF THE RX PATH BETWEEN THE STS AND THE TMA FOR THE DC NETWORK. 1. CONTINUITY TEST F+FWULD BE PERFORMED Id" AFTER THE INSERTION LOSS TEST WHILE THE SHORT IS STILL ODNNECTED. IF NOT: CONNECT A SHORT ON THE END OF THE TMA JUMPER. 2. RED LEAD To METER TTHE CENTER PIN BLACK LEAD TO CONNECTOR BDOY. T 3. VERrf METER READS A SHORT- 4. REMOVE SHORT ANO VERFY METER NEARS OPEN. 5. IF STEPS 3 AND 4 FAIL CLEAN THE CLUE OFT THE CENTER CDNOUCTOR ON THE JUMPERS. 6. REPEAT STEPS 1 THROUGH 6 FOR THE REMAINING RECEIVE PATHS. (NO MEASUREMENTS NEED TO BE RECORDED IN THE SITE REPORT) 6, 1^WI F r FHGTH - - FPiITiEHLFifPJAii: CABLE DISTANCE SYSTEM WITH FAULT THE ANTENNAASPART OF THE SYSTEMT IS USED TO . THE OF THE TEST FREQUENCIES: 1900 F1=11350 F2=1990 850 F1=824 F2=094 1. PRESS MODE, SELECT RL DTF, SELECT DTF AID, ENTER TEST FREQ. DISTANCE AND CABLE SIZE 2. STARTING WITH TX/RX 1. USE THE DIN (F) TO DIN (F) CONNECTOR TO BYPASS THE TMA 3. CONNECT THE ANTENNA TO THE END OF THE ANTENNA JUMPER. 4. PERFORM DTF [RL) MEASUREMENT. 5. VERIFY ALL CONNECTORS ARE BETTER TENTH -52 dB. 6. LABEL .^.WEEP AS SATE TD_¢ECTDR_CABLE LABEL -TYPE OF SWEEP THEN SAVE SWEEP. 7. REPEAT DTF TEST FOR THE REMAINING TRANSMISSION LINES. 7• RETURN L05S - COMPONENTS• Mae_ dE9 AWL0M 4WH ,H S AT1900MHz BAND SHOULD SHOW A RETURN LOSS BETTER THAN -18 dB. IF NEQASSARY, TEST THE MHAS SY PLACING A SO -ohm LOAD ON THE END THAT CONUREMENT OYER THE VECTS THE ANTENNA, AND 0ONDUa A MFt, TX BANO. AND %BHT A PLOT. SET THE LOSS START EART AND STOP FREQUENCIES OF THE $900 TX BAND. SET M1 TD OETERMINE THE WORST RETURN LOSS 1H THIS FREQUENCY RANGE- A PASS IN THIS RANGE IS A RETURN LOSS BETTER THAN -18 dB. SET THE START AHD STOP FREQUENCIES TO THE 1900 RX BAND. FOR A NNIA CS72993.08 MODEL, A PASS W THIS RANGE IS A RETURN CUSS BETTER THAN -12 .19. SEE TABLE BELOW. FOR ALL OTHER MODELS. THE RETURN LOSS WILL BE 0 d ALLOW SIGNAL THROUGH WIFHOUT DC: POWER. GATED BECAUSE THEY WILL NOT 1900 MHz MANUFACTURER CAATEGORY RL CRrEm INSERTION LOSS GAIN TX -18 db 0.8 dB N/A RX (ACTIVE MODE) -16 db 1.7 dB 33 dB NOKIA CS72993.OB R -12 db 4.5 dB 0 dB RJMO TX -18 db 0.8 dB N/A RX (ACTIVE MODE) -16 db 1.9 dB 12 dB POWERWAVE LGP214NN RX (INACTIVE/ 0 db 2.6 dB 0 dB BYPASS MODE) TX -18 db 0.5 dB N/A RX E MODE) (ACTIVE -16 db 1.7 dB 12 dB ERICSSON KRY 112 71/N RX (INACTIVE/ 0 db 2.5 dB 0 dB BYPASS MODE) DIPLEXERS: THE DIPLEXER OPERATES AT $50 MHx AND 1900 MHz TIANDS (THROWN THE APPROPRIATE PORTS] AND SHOULD SHOW A RETURN LOSS BETTER THAN -21D dBTO TEST THE . CONNECTS TO DTHE xANTENNA CONNECT RIFE TEST GEAR TO THE 19M MHz PORT ON THE DIPLEXER. SWEEP OVER THE ENTIRE MO MHz TT/RX LUWO, AND PLOT B. SET THE START AND STOP FREQUENCIES OF THE ENTRRE 1900 MHz TX/RX 9AN0. SET PASS THIS RANGE 15 AE RETURMTE N LOSS BETTER T RETURN LTHUtOSS 1-20 IdO. THEM CONNECT THE TESTSEAR IH TO THE 850 MHz PORT ON BIND, AND PLOT TT E SET THE START AND STOP SWEEP OVER THESFREQUENCIEOFR 350 MHz TX/RX T}iE ENTIRE 850 MHz "Y. BAND. SET M1 TO DMF441HE THE WORST RETURN LOSS IN THIS FREQUENCY RANGE A PASS IN THIS RANGE 1S A RETURN LOSS BETTER THAN -20 dB. SEE TABLE BELOW FOR DIPLF)4 R TYPES. 1900 MHz MANUFACTURER CATEGORY RL CRITERIA INSERTION LOSS TX 806 - 960 MHz -20 db 0.15 dB ANDREWS 641280-DF-9-DCB RX 1710 - 2160 MHz 720 db 0.2 dB TX 806 - 960 MHz -18 db 0.15 dB CLEARCOMM CCDP-565-1W RX 1710 - 2160 MHz -16 db 0.15 dB B. - EACH ANTENNA FEED LINE SYSTEM IS TESTED FOR A RETURN LOSS. THE TEST LINE IS CONSISTED OF BOTTOM JUMPER, SURGE ARRESTOR, MAIN COAX, TOP JUMPER, MHA, CIPLEXER AND ANTENNA. THERE ARE TWO TYPES OF TESTING FOR THIS COMPLETED SYSTEM. THEY ARE TX PATH AND TX/RX PATH. 1. TX PATH TESTING THE TX PATH RETURN LOSS TESTING IS A PERFORMED TO MEASURE THE CONTINUITY AND IMPEDNRCE MATCH OF THE TRANSMIT PATH. THIS SETUP IS ALSO USED IF NO TMA IS USED. TEST FRFOUENCIES 1900 F1=1850 F2=1990 050 F1=824 F2=894 1. PRESS MODE, SELECT RETURN LOSS ON SITE MASTER. 2. ENTER TEST FREQUENCIES AND PERFORM CALJBRADON PROCEDURE LISTED ABOVE 3. PRESS LIMIT TO SET THE HORIZONTAL MARKER; SET LIMIT LEVEL TO -15.5 dB• 4. STARTING WITH TX. CONNECT THE DIPLEXERS IF PROVIDED. 5. PERFORM RETURN LOSS MEASUREMENT, 6. PRESS MARKERS SELECT Ml THEN LURK PEM. 7. VERITY MARKER Ml S BETTER THAN -15.5 d8. 8. LABEL SWEEP AS SOE ID_SECTOR_GABLE LMML-TYPE OF SWEEP THEN SAVE SWEEP. 9. DISCONNECT SWEEP GEAR FROM TX. 10. REPEAT RETURN LOSS TEST FOR THE REMAINING TRANSMISSION ONES. TEST FREQUENCIES: F1=1930 F2=1990 1. PRESS MODE, SELECT RETURN LOSS ON SITE MASTER• 2. ENTER TEST FREQUENCIES AND PERFORM CAUBRATION PROCEDURE US TED ABOVE- 3. PRESS UMT TO SET THE HORIZONTAL MARKER; SET LIMIT LEVEL TO -15.5 d9. 4. STARTING WITH TX/RX I. REMOVE THE DIN (F) TO DHN (F) CONNECTOR AND RECONNECT THE TMA. 5. PERFORM RETURN LOSS MEASUREMENT- 6. PRESS MARKERS SELECT MI 7HEN MARK PEAK. 7. VERIFY MARKER M1 S BETTER THAN -15,5 dB. 8. LABEL SWEEP AS SITE I➢_S1 aGR__CABLE LABE}-11'PE OF SWEEP MEN SAVE SWEEP. 9. 01SCGHNECT SWEEP GEAR FROM TX/RX 1. 10. REPEAT RMRN LASS TEST FOR THE REMAINING TRANSMISSION LINES. TEST FR QUEN .I F1=1850 F2=1910 1. PRESS MODE, SELECT RETURN LOSS ON SITE MASTER. 2. ENTER TEST FREQUENCIES AND PERFORM CALIBRATION PROCEDURE LISTED ABOVE. 3. PRESS LIMIT TO SET THE HORIZONTAL MARKER; SET LIMIT LEVEL TO _I5.5 dB. 4. STARTING WITH TX/RX 1. REMOVE THE GIN (F) TO OW (F) CONNECTOR AND REMINECT THE TMA. 5. PERFORM RETURN LOSS MEASUREMENT, 6. PRESS MAFDERS SELECT Ml THEN MARK PEAK. 7. VERIFY MARKER Ml IS BETTER THAN -15.5 dB. 8. LABEL SWEEP AS SITE 16_SECTOR_CABUE LASi7.-.TYPE OF SWEEP THEN SAVE SWEEP. 9. DISCONNECT SWEEP GEAR FROM TX/RX 1. 10. REPENT RETURN LOSS TEST FOR THE REMAINING TRANSMISSION LINES. NOTE: THE PASS CRITERIA IS -15.5 dB. 1. TX/RX TESTING THE TX X PATH TESTING IS A TEST PERFORMED 10 MEASURE THE 0PD'EEI S PATHS -- AND THE TUOPERhMN OF THE RSOLATON E LOW NQTSTPANEIRS AND AMPLIFIER (RNA). THE TEST METHOD CONSITS OF CONNECTING THE ANTENNA CABLE SYSTEM TO THE TEST EQULPMENT SUCH THAT A LOOP TYPE TEST (SEE SELTLON 3) CAN BE PERFORMED THROUGH THE LNA A SIAS T AND SUPPLY ALLOW THE LNA To BE POWERED O. ONE DATA RCCORDING M DONE WHEN THE UNA LAC POWER � OF. TURNEO OFF: A SECOND DATA RECORDING a DONE WHEN THE LNA DC POWER IS TURNED ON TO 15V, HOME 1}RE MINMUM ACCEPTABLE VALUE IS IF THE GAIN BETWEEN THE TWO pOED AT32 TER R A OR EQUALETO 11 dB FOR A GAIN TMA OR IS GREATER UAL TO DUPLEX LNA TESTING;_ DUPLEX LNA TX/RX TRANSMISSION TESDHC WILL TEST THE OPERATION OF THE DUPLEX.ER - THE ISOLATION BETWEEN TRANSMIT AND RECEIVE PATHS - AND THE OpERSTON OF THE LOW NOISE AMpLF ER (LNA). THIS TEST DOES NOT GNIE ACCURATE OUANTTrATiVE DATA ON THE LNA GAIN. IT 15 BASICALLY A FUNCnDKALITY TEST YO ESTABLISH THAT THE LNA POWERS UP WITH CAN APPROXIMATELY TO SPEC. 1. CONNECT TX CABLE INTOTHE RF OUT PORT OT THE NETWORK ANALIRFR. 2. CONNECT TX/RX OR RX CABLE INTO THE RF IN PORT OF THE HCSWORK ANALYZER THROUGH THE BUS TEE. 3. THE POWER SUPPLY CONNECTED TO THE BIAS TEE SHOULD BE OFF. 4. Ir41ECT RF SCRAL INTO THE RF OJT PORT. 5. MEASURE AND RECORD THE RETURN LOSS WHILE THE LX= POWER INTO THE ?AS TEE tS OFF. 6. LEAVE THE HARDWARE SET UP THE SAME 7. MEASURE AND RECRRO THE RETURN LOSS WHILE THE W POWER INTO THE BIAS TEE IS ON AND SET TO +t5 VOLTS. B. F THE GAIN S�FATM�ER OR EOUAL TO THE CAN BETW11NdB FOR THE TWO TTECORDING DATA. 1 I I ddB TMA AND 32 de OR A 33 d6 TMA THEN THE SYSTEM IS CONSIVEREO AS PASS, DELIVERABLES: THE FOLLOWING EX'E, R (a) PLOTS OF SWEEPS AND ONE STM SUITVEY FORM SHOULD BE W-LUDED N THE ADOTRON 70 TIRE PLOYS TNE�SR£ SURVEY FlELDS MR6TA7I POPULATED: IN PA55 CARER.k -14 OR we m rmni - a,111 - CDM20.YElff�TPASri • PASS CRITERIA: -32 dB -WMNEHLaftm • PASS CROERIi: -20.D 48 _ • PASS CRITERA: NO LESS THAN 1 d8 BELOW TABLE 1 OR TABLE 2 ANTFN •PASS CRBEIRA: NONE • PASS CRITER&' -15.5 dB •PASS CTRRERLE• NO GAIN • PASS CRRERIA: 11 dB GAIN OR 32 dB CAW ALL SWEEPS MUST BE POSTED AT THE FOLLOWING LOCATION: THE FOLLOWING PEOPLE NEED TO BE EMAILED WHEN SWEEPS ARE POSTED: steven.webster®cingular_com; anneJeOda9utarcom; eric.o.johnson®cingulor.com; gerardo.garciaOcingularcom; p;ero.rovonIwcmgularcam FOR ANY TECHNICAL QUESTIONS PLEASE CONTACT: James Fugate O (206) 240-9006 or Piero Rovani O (425) 580-8258 ❑F WAS yI , �, cl Wk v � G 37952 'r5 ,� Q JAPE 3 0 2005 Z s J r TO - �I Apo U m 3: 6 Rao OX Z W F 0 � L w co 0 (A c O cn j 0 O c c c: a CU m ETIGLNEERTNG MI- 17M - 66YH AVE KEY, ETC V35 7X1, CANADA TEL (=)574-8432 FAX: 604} 57i�6431 TOLL FREE 1-877-345-4Ge EMw K_ 111anIINFW ,gXam WEB: r ArRGK.Oem PAOJCR IRk 0561-102 [14AwT+ E[f: AD./SR. LIIEI]7D Ilrr DA CAa FOE: 0564-1o2A7 SITE TAMMY LANE SC1812 (WA415) 34301 9TH AVE S FEDERAL WAY, WA 9 ar SHEETT�M-E .Tsu{ SWEEP AY A-7 PANEL SCHEDULE (200AMP) CIRCUIT DESCRIPTION 30A PRIMARY TELCO —0 I a SECONDARY TELCO 5 —o 7 —� 1ppA UMTS CABINET I� ■ r� 11 —O 3aA ARGUE —O 13 15 ------ 0 30A AR0U5 TE20 �� 17 —a ^ 1G —0 30A ARGUS TE20 —o —O 0— ARGUS TE20 .SOA ---o i o-- r~ 27 —O 30A 0-- ARGUS TE20 29 �� 31 —O 3QA 0— ARGUS TE20 ARGUS TE20 —O I a J7 41 0— CIRCUIT DESCRIPTION 6DA 70A 0_ ARGUS TE20 SOA � ARGUE TF.20 w� o-- AHcus TE2o ISO- ARGUS TE20 ARGUS 1E20 D^ 0-- ,I 0-- NOTE: 1, EXISTING RELOCATED CIRCUIT BREAKERS SHOWN "LIGHT" PANEL SCHEDULE CONDUCTORS AND CONDUIT BY OTHERS 30A, 2P CIRCUIT BREAKER, TYP. OF 12 24-#6 THHN PLUS GROUND IN 2" RMC TRANSITION FROM RMC TO UQUID11GHT FLEMUC METI CONDUIT 24-16 THHN PLUS #10 GROUND IN 2- UOUTOTIOH FLEXIBLE METAL CONDUIT 3-#3/0 THHN PLUS #6 GROUND IN 2" RMC REPLACE EXISTING 100A GENERATOR RECEPTACLE WITH 200A GENERATOR RECEPTACLE I� REPLACE EXISTING 100A PANELBOARD WITH A 200A. 120/240V. 1PH. 3W 42 CVPANELBD44D C/W (2) 200A MAIN 200A 200A 2P 2P INTERLOCKING BREAXERS AND NE" 3R LOCKABLE ENCLOSURE. REFER TO PANEL SCHEDULE 3CM, 2P —• 3-03 THHN PLUS #8 100A 2P ICROUND IN 2' RMC MI MECHANICAL INTERLOCK LUCENT UMTS MODULAR CELL CABINET FROM RMC TO FLEXIBLE METAL CONDUIT MAHN PLUS #8 GROUND IN 2' OGHY FLEXIBLE METAL CONDUIT ARGUS MO RELOCATE EXISTING CIRCUIT BREAKERS SITE SUPPORT CABINET TO NEW PANEL AND RECONNECT ALL EXISTING LOADS. PROVIDE NEW CONDUCTORS/CONDUITS AS REQUIRED AN 3 0 '1006 SINGLE LINE DIAGRAM_ 1 ELECTRICAL SPECIFICATION' I. ALL ELECTRICAL WORK SHALL BECOMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC. 2. OATHE RTHE LATEST L� REQUIREMENTS OF ALAPPUCABLF MUNICIPAL AND STATE I CIODESNG OAND REGULATIONS. AND URLTiY GUIDEUNPES, 3. PERFORM ALL VEF6FIGD IN. OBSERVATIONS, TESRNG AND EXAAIIATION OF WORK ONSTRU yr7, E RRTEHHNG OF ELECMCAL OFOF ALLEWIPMENT AND FIOING5 TO THETHE ACTUAL COHSTRUCRDN MANAGER LISTING ALL MFLFUHCTIOHS, FAULtt EQUINE MENT AND DISCREPANCIES 4. PROMOE LABOR. MATERL"'S. MISC�EOUS SOMES EQUIPMENT IOEHiIFICATIDH {BY MEANS OF LVAACdO LUMEPUTES], TE$TLNG ANTI BALANCING AND ANY OTHER fEE1,L5 INEGf:55AFtf TO COMPLETE THE WORK CODES AND AUTHO[URES HAYWG JUf0ICTIOH AND HEGESSARY FOR WITH 5 COMPLETE AND OPERATPNG ELECTRICAL. SYSTEALS. WORK SIM K PERFORMED IN AN ACCEPTABLE MANNER 6" SKILLED TRAOFSLIEN. ANY UHSATISFACTOW WORKMANSHIP SHALL BE REPLACED TD THE SATISFACTION OF THE CONSULTANT. ES. EXISTING FINISHES- 5, pROTQ,;T WORK OF THIS AND OTHER AN SERVICES WHICH MUST REMAIN IN OPERATION. REPLACE AND/OR REINSTALL NG TO ARE IMPROPERL�S AILED OR C1IEATE ANY I INTERFERENCES ACES VA HT NEW CONSTRUCTION. 6. GOryMIZ [p pfOEXISTING SOZOM 6'nNNG, ARRANGEWHERE WIRING THE OWNER FOR A SHUTDOWN PERIW $AT15f,4CT0RY i0 BOTH PARTIES, 7. ALL WIRNG SHALL BE SYLED AS INDICATED. WITH MWIMVM 600V THHH INSULATION. ALL NEW WIRN0 SHALL BE COUOR CODED COPPER_ WHIM #12 AWL THHN AHD MINIMUM /10 AWG OVER 75 FEET UNLESS N01ED OTHERWISE, WIRE S.LALL Be RUN CONCEALM 1H EMT UNLESS OTHERW15f ROTEOTO EOUWMENTTAAND IN PARTTIIGN$ALO-130 CAN B IIKESSUSED QPROHIBITED By CODE ORR DOWN DROPS FROM OU�T UN UP To 20 FEET N CEiLJN(; ALL AC-90 R1 SPACE. 90 AND CONDUIT SHALL BE SUPPORTED AS HlGHAS POS51BLE OF ALL CEILING Tkn AND ETC. CABLES ARE NOT PE ABOVE CC" TO ALLOW RRWFTADTO REST ON SUSPENDED CERJNG, LUWNARIES 8. ALL WIRING. DEVICES AND EQUIPMENT SHALL BE NEW AND UL APPROVED. EQUIPMENT OF SAME TYPE SHALL BE OF THE SAME MANUFACTURER. 9. VED WITH THE P� AND DETERMINE WHICH CIRCUITS SERVE HLY MWpCATE ALL EXISMKS EMESAREAAOOF THIS PROJECT. ENSURE CIRCUIT CONTINUITY OF ALL EXISTING AREAS ARE NOT AFFECTED BY THE PROJECT. IEL WHEN SUPPLYING POWER FROM AN EXISTING PANEUDDARD. PROY10E NEW CIRCUIT PROTECTION DEVICE ro MATCH THE ETD511NG PANELBOARD TYPE AND AI.C. RATING AND AS NECESWTL' O MFST THE CIRdJIT REQUIRETJENTS SHOWN ON THE QRAWlHGS HEW CI1ICVR BREAKERS �FIALL MEET THE REOUIREME"M OF THE LATE57 EDLTTOBN OF THE NATIONAL ELECTRICAL. Cb DE. 11. REARRANGE CIRCUITING AS NECE SARY TO ENSURE A BALANCED LOAD ACROSS ALL PHASES LF pMELBOARW INVOLVED WITH THE PROJECT. 12. PERA✓ DY TAG EACH CONDUCTOR OF EVERY PULL BOX J-BD%. SWITCH BOX, ETC. TEM IN EACH 13. ALL CIRCUIT BREAKERS. FUSES, AND ELECTRICAL EQUIPMENT SHALL WIVE AN INTERRUPTING SHDRT CIRCUIT OTEPO P 71NNGG EXMDIID AAMIN TO WHICH 0,000 THEY MAY BE SUBIDCTEO, (As A.I.C. 14_ PROVIUE A SUITABLE INOEPENOENIMY SUPPORTED AND APPROVED OUTLET BOX FOR EACH LUWNAIRE. SWITCH. RECEPTACLE AND OTHER DEVICE, OUTLAST BOX SMALL BE COMPLETE WITH COVER PLATE LABELED TO 1NDICATE BRANCH ORCU95 CONTAPAD THEREIN. WHERE DEVICES OTHER THM COMMUNICATION COMMON �OUTLEETT BOX OWH VATS. SSUUITTABLEBABARR�RIERS AMQUIRED. PROVIOEI BE MOUNTED N A COMMDH COVER PLATES OVER ALL DEVICES. 15. INSTALL A 2001b. RATED 1/8- NYLON PULL CORD IN ALL EMPTY CONDUITS. 16• PROANDVIDE ALL NECESSARY THE LATEST EDITIONOF RE NATIONAL DING AS QUELECTRICAL CODE. IRED By LOCAL AUTHORITIES 17. ALL INSULATED GROUND CABLE TO BE GREEN STRANDED COPPER. 18. PROVIDE A SEPARATE GROUND WIRE IN ALL RACEWAYS AND CABLES. 19- ALL pANELEOARD ESINVOLVED UPDATED AND REPRINTED TOREFLECT ALL CHANGESASSOCVLTEO WITH ELECTRICAL INSTALLATION/RENOVATION_ 20. PROVIDETENWOLICH� WTTH MACHINE ENGRAVED LETTERS. EXCEPT AS NDTED- NAMEPLATES SHALL BE BLUE ATTACHED WITH SELF TAPPING SCREWS OR RwETS. (UNLESS NOTED OTHERWISE). 21. UNLESS NOTED OTHERWSE. WIRES 08 AND LARGER ARE TO BE STRANDED AND WIRES #10 AND SMALLER ARE O BE SOLID. EQUIEMENT SPECIFICATION: 1. PANELBDARO TO HAVE NO. OF CIRCUITS, VOLTAOE AND CURRENT RATIO AS INDK?ITfD. COPPER BU6E5. NEUTRAL OF 106R AMPERE RATING AS LEARNS. SUITABLE FOR BOLT -ON BREWERS. 1-DNOEO DOOR C/'W NEMA 3R LOCKABLE , SQuwx TIAVWER. (PROVIDE 5MC£ RAPPROVED UFDnRANCEE RATED PANELBOARD WIIEND, CUTLER APPLICABLE) 2. GENERATOR RECEPTACLE TO BE APPLETON CATALOG NO. ADJA2004420ORS OR APPROVED EQUAL ENGINEERING 5 - 17688 - NTH AVE C TEL (W4) 5744--4432 Ca1HAiti< FAX: (604 574-WI TOLL I-877-345-4045 EWJL ma9RbkWgx" WEB w.+r.mar12-cw pApJ[CT NR 0564-102 Nqt Im S.R. DA CAO FI E 0564-102E1 SITE TAMMY LANE SC1812 (WA415) 34301 9TH AVE S FEDERAL WAY, WA 98003 �ffIt M6 AL ffilij QUItINO DTPT, 2 •""�J ----- ----- EXISTING TELCO- DEMARC 2' RMC (TELCO) I e'xl6'x8' TELCO DEMARC- EXISTING GRAVEL CCOMPOUND EXISTING ERICSSON GSM CABINET AND LMU ANTENN4i b EXISTING 01NEI" ANTENNA CABLE RACK E ISRNG AMIENKA CABLE TRAY EXISTING CINGULAR CONCRETE EXISTING ERICSSON EQUIPMENT PAD 11 GSM CABINET EXISTING GENEF 'LE WITH 2O0A M RECEPTACLE SURGE SOR EXISTING 100A IRD WITH 2O0A Ut0 METER `,CONDUCTORS EXISTING ELECTRICAL "CHRISTY" BOX TO BE FILLED WITH CONCRETE ARGUS TE20 SITE SUPPORT CABINET !PROOF 1lGF1F FUTURE NO. ULTRASITF CABINET` . l I FT7TLpiE HOKlA, . LICTRASTTE � CABINET i ,r 1I pmxrurE iou t IILTRASFlE ) 1 L , , 1 LUCENT L MODULAR CABINET CONDUIT BY �...w... �21 o b #2 TW GREEN IN 3/4' RMC f�' -��� C�1 r,; _.,�` ^ /n4`lj ROUTE RACEWAYS `F'-\�/nl/ L 11 4.4 PVC SL PER;, TYP. n / 1 ✓✓ p' UQUIDTIGHT FLEXIBLE METAL CONDUIT C/W PuLLhOPE (rELCO) 4 24-NO TNHN PLUS 010 GROUND IN 2' LlQ1JIO71ptt 7 MLrAL CONDUIT T17AN51TION FROM RMC TO LIQIIIDTIGYR FLEXIBLE METAL CONDUIT �7'CHRISW BOX TO BE j FILLED WITH CONCRETE 24-06 THHN PLUS 1110 GROUND IN 2" RMC ` EXISTING SURGE SUPPRESSOR—, I2' RMC C/W `PULLROPE (TELCO) RECONNECT E1ltS11HC� CONDUCTORS REPLACE EXISTING 100A PANELBOARD WITH 2O0A PANELBOARD EXISTING METER 3-}3/0 THHN PLUS J6 GROUND IN 2' RMC 1 CONDUCTORS AND CONDUIT BY OTHERS .Ei REPLACE EXISTING GENERATOR ru- RECEPTACLE WITH A 200A GENERATOR RECEPTACLE RECONNECT EXISTING CONDUCTORS 3-J3 THHN PLUS SIB GROUND IN 2" RMC 3--p TKHN FLUB #� 24-JB THHN PLUS itc GROUH_ IN 2' LWU'OX'T GROUND IN 2' RMC �FLF UOKO `M`'pp' 2 CONDUIT r rRANSITIDH FROM RMC 1 4-Fo LWUZMKT KDOLEI i METAL CONrT r� G.O. IXISTING� 24 TWISTED PAIRS AWG SHIELDED TELCO CABLE iR 2- LouiDTIGNT FLEXIBLE METAL CONOW 3-J3THHN PLUS GROUND IN 2' RMC ,24 Tw*lzo PARS OF 24 UWC SHIELDED TELCO CABLE IN 2" RMC ELECTRICAL LAYOUT m NOTES: 1. REFER TO E-1 FOR ELECTRICAL SPECIFICATIONS. 2. RELOCATE EXISTING CIRCUIT BREAKERS TO NEW PANEL AND RECONNECT ALL EXSTING LOADS. PROVIDE NEW CONDUCTORS/CONDUTTS AS REOUIRED. TELCO 2' RMC (TELCO) 16'xl6"xB' TELCO DEMARC LII 24 TWISTED PAIRS OF 24 AWG SHIELDED TELCO CABLE IN 2' RMC 2" RMC VW PULLROPTELCO) E1USTtNG CONDUIT, TTP. Ij -Irl UN45MVT TO SUIT ELECnWrAL EOUIP]IEKr. REFER TO A-4 FOR DETAILS 12 TW GREEN IN 3/4' RMC M Z s ZD J r mil ,p M ck O o wr00 wx 60 m z ;po ono z z F co of UI c o m m L p 'o a-+ c 0) c .c: J N U 4-0 � � v ' m u U cJ 6V •x jjkK #201 - 17688 - 66TH AVE SURREY. BC WS 7X1, CANADA TEL (604) 574-6432 FAX: (604) 574-6431 TOLL FREE: 1-877-345-4045 EMAIL• mai[Otrkeng.com WEB:—trkeng.com PAORR B0: 0564-102 pRAnr ar S.R DA cu r 0564-102E2 SITE TAMMY LANE SC1812 (WA415) 34301 9TH AVE S FEDERAL WAY, WA 98003 L-�ncc �elrl ELECTRICAL H--FRAME ELEVATION $ Dim EFT f� D 2 1 [E-2 FT GRO 0 yr VER�nui CABLE RUN Oo O 0° EXISTING GRAVEL] CCOMPOUND EXISTING ERICSSON GSM CABINET NG 11WRODF UGHt� I 2 SOLID BARE jp TW GREEN____ EDI ( ALONG WAACU ! NEOTJJDE BRIDGE i7QSTIJG CMG MAR UPS TO EXISTING CINCULAR ANTENNA CABLE RACK EXISTING ANTENNA CABLE TRAY EXISTING CINGULAR CONCRETE EXISTING ERICSSON EQUIPMENT PAD - � GSM CABINET 20TAA GENERATOR; RECEPTACLE EXISTING 5URGE SUPPRESSOR 200A PANELBOARD ARGUS TE20 SITE E;,,,TM; SUPPORT CABINET �ccv5 LUCk]ll' I CABRRET L20 AT011NT GROUND BAR TO WAVECUIDE BRIDGE POST NEAR EQUIPMENT n r--•ti n 02 SOLID BARE TINNED COPPER TD GROUND BAR, �1 TYP. OF it , Td91C1A l OAOAo.TYP. EXISTING ELECTRICAL 'OHRISTY- BOO( TO BE FILLED WIT1i CONCRETE NQKIA fE �2 TW GREEN TO FuNRE f1O10A ULTRASITE CABINET. TYP. OF 3 0#2 SOLID BARE TINKID COPPER TO WAVEGUIDE I BRIDGE POST. TYP. rc /2 SOLID BARE TINNED COPPER TO GROUND BAR. TTP. 2 M GL D BAR TO / I NyfA OF POST 7 EXISTING TELCO / - •. ' I' DEMARC E71t511NC METER EXISTING ELECTRICAL "CHRisTF OEAIARC FILLED BOX TO BE � � I I FILLED WITH CONCRETE _- _ c . o . p • � -9T1 -------------- ---------------------- ---------- ------------------------------------- rn j2 Tw GREEN IN- - Z:7— 3/4' RMC 12 TW GREEN 10 LUCENT UMTS MODULAR CELL CABINET PUINTH ,MGREEN TO LUCENT UMTS MODULAR CELL CABINET 12 TW GREEN TO LUCENT ,UMTS MOOULAR CELL M OF GROUND RING. .7 LOCATION GROUNDING LAYOUT PROVIDE GROUND KITS FOR ANTENNA CABLES AT GROUND BAR LOCATIONS AS REQUIRED. GROUND TAIL, TYP. GROUNDING SPECIFICATION 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONOLWNS. HER 2. opmNo ALL ANTMNA BASES, rRWES, CABLE RUNS, ANDALLTC COMPONENTS USING GROU D WIRES AND CONNECTTO SURFACE MOUNTED Bus BARS. FOLLOW ANTENNA AND BTS MUNDING_ AX UND COSHIELD AT BOTH ENDSFDR AND "IT FROM NTEEREOWOR POLE USING MFR'S PRACTICES. 3. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL INSULATED GROUND CABLES SHALL BE TW GREEN. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY CINGULAR WIRELESS, LLC_ REPRESENTATIVE. 5. REFER TO DIVISION 16 GENERAL ELECTRIC, GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6_ ELECTRICAL CONTRACTOR To PROVIDE OETAtLE4 OESLGN OF GROUNDING arySTEM. ANO KOOK APPROVAL OF DESIGN BY AVTHORRED ONGUTAR WIRELESS. LLC. REPRESENTAYNE PRIOR TO INSTILLATION OF GROUNDING SYSTEM. FRTOTO DOCUMENT ALL CA4WELOS AND GROUND RING. 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. R ALL GROUNDING CONNECTORS To Be CffM AKO FREE OF PAINT AT THEIR MATING SURFACES AND INSTALLED PER MAM]FACTV RER'S AIMENDAT10RiS. 115E PENETROX OR EQUMAENT 9MOXIDANT GREASE 9. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSION TYPE. 'STACKED CONNECTIONS A IF NOT ACCEPTABLE BACK TO BACK CONNECTIONS ON OPPOM SIDES OF THE GROUND BAR WILL BE PERMITTED. 10. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. 11. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY AT LEST 6" 12. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISHING A "CHOKE" POINT. #2 TW GREEN ROUTED p ALONG WAVEGUIDE BRIDGE TO WAVEGUIDE BRIDGE POST Op' 12 TW GREEN TO ARGUS TE20 5TTE SUPPORT CABINET REE CADWELD. TYP. lIITURE GNOKIA TCABINET O D O p p O p pp p p Q2 SOUD RARE TINNED 0 0 0 0 p O CoPPER To GROUNO RING O © p - p 0 Opp •� 0 0 p 0 L 'S i 00�p t �� 4"Id4•xl/i" COPPER GAOUNO p V 8NR IH ALLiO BY CONTRACTOR iiCll'.; 'J ��]s"��Ra'i f•+C�r. 02 SOLID BARE TINNED COPPER TO GROUND RING 0 EXPIRES I39i 11/ A� �1/ GROUND BAR DETAIL JAPE � � 2��6 N.TS. ENGINEERING #201 - 17688 - 66TH AVE SURREY, BC V3S 7XI, CANADA TEL (604) 574-6432 FAX: (604) 574-6431 TOLL FREE: 1-877-345-4045 EMAIL- meil®trkeng.com WEB: www.trkeng.com vx�n Na 0564-102 orAwn e+^ SR CHf:CI® [TF. DA C,4 FlE o5(i4-102E3 /caNST. CVS SnE TAMMY LANE SC1812 (WA415) 34301 9TH AVE S FEDERAL WAY, WA 98003 AEGEIVE�---' SHE£f((��TIREgg �[�(� GEMIIA LT le"06 E-3 CONCRETE PAD W/ EXT 8" 10'-0" (E) CONCRETE PAD \ Fill w w I \ � IIII �C=7� I I \� III I pQ Q F \\ WI IL I vco w (E) ICE BRIDGE a Y colz~ I ❑ �I I I I —�— T rya I--T--I I I I98 I 11 I \ \\ Z Z .,.� 2 , ��q (2) 12'x18" WOOD O w �\ LL ���!u"V�r I� I co in LOUVER VENT W/SCREEN 12" OFF Z w y "V m¢ F--- \ FLOOR, (TYP OF 4) w O I _ L__ 0: H-- O ~ Zu)w c'' wLLI » a I I 1 i� IN EQUIPMENT SHELTER ENCLOSURE PLAN 22x34 SCALE: 112=1'4" 11x17SCALE: 1/4`=1'-0" 2" x 4" SOLID ENGINEERED BLOCKING TRUSSES @ 24" O.C. SIMPSON 1/2" CDX STRONGTIE H-2.5 BETWEEN @ EACH TRUSS TRUSSES 1' PLYWOOD TO TOP PLATES DOUBLE 2" 1 x 4" TOP PLATES 2" x 4" FRAMING @ 16" O.C. 2" x 4" P.T. BOTTOM PLATE EQUIPMENT SHELTER FRAMING DETAIL 22x34 SCALE: 1/2"=1'-W I 11x17 SCALE: 1/4"=T-0' PROPOSED ELEVATED CABLE LADDER a 3 w o F- o.� Y d Co U � w �Z W O U U W U 30 YR COMPOSITION SHINGLES 2' 1' 0 1' 2' 4' 7 FACIA BEVEL SIDING CORNER TRIM PROPOSED 8" THK CONCRETE SLAB EXTENSION CONVENTIONAL LIGHT FRAMING ROOF: COMPOSITION SHINGLES 15 LB. ROOFING FELT 1/2" PLYWOOD SHEATHING MANUFACTURED ROOF TRUSSES 4/12 PITCH 24" O.C. EXTERIOR WALLS: BEVEL SIDING 15 LB. FELT ORTYVEX HOUSE WRAP 2"x4" WOOD STUDS AT 16" O/C W/ 2" x o 4" P.T. BOTTOM PLATE AND (2) 2" x 4" TOP PLATES PROPOSED 8"THK CONCRETE SLAB EXTENSION EQUIPMENT SHELTER EAST ELEVATION 22x34 SCALE: 1!4'=V-W 111x17 SCALE_ POWER ROOF VENT MASTER FLOW PRO 3 (OR EQUAL) (TYP OF 2) 1/2" THK LATTICE BEVEL SIDING PROPOSED 8" TH K CONCRETE SLAB EXTENSION ENT W/ SCREEN 12" OFF FLOOR 4' 3' 2' 1' 0 4' 8' EQUIP. SHELTER NORTH ELEVATION 4 22x34 SCALE: 1/4"=V-0" 111x17 SCALE: 1/8.=1'-O" BEVEL PROPOSED 8" THK CONCRETE SLAB EXTENSION PROPOSED OPENING FOR (E) ICE BRIDGE 1/2" THK LATTICE SIGNAGE 36" METAL DOOR 2' 1' 0 1' 2' 4' 4' 3' 2' 1' 0 4' 8' 6 EQUIP. SHELTER WEST ELEVATION 2 22x34 SCALE: 111x17 SCALE: IM'" '-0" ��;-zrrrr����. 5B" x 10" ANCHOR BOLTS POWER ROOF W VENT MASTER FLOPRO 3 (OR EQUAL) (TYP OF 2) 4' 3' 2' 1' 0 4' 8' .5 )W PRO 3 (OR I OF 2) 1/2" THK LATTICE — BEVEL SIDING PROPOSED8"THK CONCRETE SLAB EXTENSION (2) 12"x18" WOOD LOUVER VENT W/ SCREEN 12' OFF FLOOR 4' 3' 2' 1' 0 4' 8' EQUIP. SHELTER SOUTH ELEVATION 3 77rad Rf^.AI F• 1/d"=1'Jl" 111x17 SCALE: 118"=V-0" 114 REBAR ] @12"o.c SET IN HILTI HY-150 EPDXY GROUT (E) CONCRETE 1-112" SLAB IH CLR r�'sr' �i Y r,•, e� op or 0 Nc �0 �0 C2GNER9lr0 Ervc 14201 NE 200th ST, SUITE 200 WOODINVILLE, WA 98072 PH: 425A87.1732 FAX: 425.487.1734 START DATE: D4ro7m6 DRAWN BY: ws CHECKED BY: Nwo I Ica SITE r RE�+�-+R �LYAMMYLANE) 1 34301 9th AVE S COMPACTED C CRUSHED AGGRECIT e' FEDERAL WAY, WA98003 SUBGRADE COMPACTED TO 95E% ' `` 2 DRY UNITWT ITY aF FR PLAN E❑ SHEET TITLE 4� I Y A� V��TE 24" 12" 0 1' 2' SHEET NUMBER CONCRETE SLAB EXTENSION 1 S -1 22x34SCALE: 314"=1=0" 11x17SCALE:318"=1'-0" t• _t EICSTDC OAEST .� �-," wArcGumE aRxrw'E1 c ETocssor` Equipment Shed to be placed over existing equipment space vam ie.Fxsma PORT T within lease area shown in red. MFTEMiA CABLES UP MONOPOLE TO AFAEMN -- FOR CLAW. .7 MR CaNAMAR -XV0 V' �4' - --- i \ /1 X, NOTES: 1. WrENKATCA LE ROUTING FROM VO-IS 7O NS.FPdLffATE 2. ODgIRACTOR'S wopK SNAIL GOIIPLY MRRi AL APPLICAMX NATION(,- 57AM AHD LOCAL CODES AS AAOFrW 6Y THE LOGO- AUTHOFMY HAWiG .{11R6QiCigH iAHJj FT]R THE LOG[POH. THE ®RIOH OF THE AHO ADOP1£D caaLs AHa RANP4tO5 IN EFFECT aH TEE wre OF crJHTRA4T AVWW SKALL Ga4M THE DESIGN. RECEIVED APR 2 7. 2006 GiTY OF FEDERAP�'.l. WAY l��6 1NC �3 ZO $M1E pAjNCT . ��A �i:f.1•:/�1 i ram•` ��' 'r�4:. 707(ii•:�■■■ 3 ?';s�i i �•... •;nX ME �i ,$R. M r, Z s � rn m�1 wpm �'Ofrn Lax vm3 ;po I 0C o OM 0 0 00- CU Ld o: a) 0 �V U C U C J �V ex g1l.K=N. jj371 - 08M - WM AVE Y. 9C V35 ?X1. CARKA TEL: L6O4] 575-44= TOLL Flies. I-077-US-4045 EMR1L: megCTrSs g.mm wFg rrr.IAcmq.eam r�traKc'r wx 0561-102 Puwnl 9e AOJSIL m ow t� 9g q TAMMY LANE J 02 - - -- �- - sC1s1z (WA415)- - -- - 34301 9TH AVE S FEDERAL WAY, WA 98003 COMPOUND LAYOUT TnLE COMPOUND :LAYOUT SHW "ULM A-2