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05-105503CITY OF A. Federal Mr. Paul Wozniak Odelia Pacific 208 Westlake Avenue North Seattle, WA 98109 CITY HALL 33325 8th Avenue South • PO Box 9718 Way Federal Way, WA 98063-9718 (253)835-7000 www.cityoffederalway.com Re: File #05-105503-00-PC; PREAPPLICATION CONFERENCE SUMMARY Enchanted Parkway PWSF; 1741 South 3561h Street, Federal Way Dear Mr. Wozniak: December 19, 2005 l Thank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC) held November 17, 2005. We hope that the information discussed at that meeting was helpful in understanding the general requirements for your project as submitted. This letter summarizes comments given to you at the meeting by the members of the DRC. The members who reviewed your project and provided comments include staff from the City's Planning and Building Divisions and Public Works Department, and representatives from Lakehaven Utility District and Federal Way Fire Department. Some sections of the Federal Way City Code (FWCC) and relevant information handouts are enclosed with this letter. Please be advised, this letter does not represent all applicable codes. In preparing your formal application, please refer to the complete FWCC and other relevant codes for all additional requirements that may apply to your project. The key contact for your project is Associate Planner Jeff O. Johnson (253-835-2626, or jeff.johnsonCoDeityoffederalway.com). For specific technical questions about your project, please contact the appropriate DRC representative as listed below. Otherwise, any general questions about the preapplication and permitting process can be referred to your key contact. PROJECT DESCRIPTION Replace six antennae with nine antennae on and existing lattice tower; equipment enclosures to be located in an existing compound on an existing concrete pad. MAJOR ISSUES No major issues were identified in connection with this project. DEPARTMENT COMMENTS Outlined below are the comments made by the representatives of each department present at the preapplication conference. Each section should be read thoroughly. If you have questions please contact the representative listed for that section. PLANNING DIVISION (Jeff O. Johnson, 253-835-2626, 'eff.'ohnson ci offederalwa .com A. Land Use Review Process Use Process I— Applications for improvements or additions to existing PWSF that are not subject to SEPA review are processed consistent with FWCC Chapter 22, Article IV.B, "Process I Review — File #05-105503-00-PC Doc. 1 D. 33880 Mr. Paul Wozniak Page 2 December 19, 2005 Director's Approval." This application will be processed accordingly, and for compliance with the standards of FWCC contained in Chapter 22, Article XI, "District Regulations for the Community Business Zone (BC)" and applicable sections of Article IV, "Nonconformance"; Article XHI, "Supplementary District Regulations"; Article XIV, "Critical Areas"; Article XV, "Parking"; Article XVI, "Improvements"; Article XVII, "Landscaping"; and Article XIX, "Community Design Guidelines." The administrative review process begins at the time an application is received. At the conclusion of the staff review, recommendations are forwarded to the Director of Community Development Services, who then issues a written decision. Neither public notice nor public hearing are required. Submittal Requirements — An application submittal must meet minimum requirements, listed in the enclosed form, "PWSF Development Requirements." Plan/Drawing Requirements — Drawings must meet minimum standards, listed in the enclosed "PWSF Development Requirements" under "General Plan Standards." PWSF Fee for Use Process I— Fees associated with this application total $64. A check for the full amount of the fees must accompany the application at the time of submittal. Additional time may be billed later at $59.00 per hour if needed to complete the review. Fees are subject to change annually. B. Nonconformance Nonconformance Threshold — This project does not appear to meet any of the conditions that would trigger FWCC nonconformance requirements. Nonconformance status will be verified at the time of formal review. C. Critical Areas Critical Areas — Based maps and inventories available at the time of my preapplication analysis, there does not appear to be any critical areas on or around the subject property. Critical area conditions will be verified during the formal development review process. D. State Environmental Policy Act (SEPA) SEPA Review — PWSFs are exempt from SEPA review only if they are not in a critical area and meet one of three criteria outlined in Washington Administrative Code (WAC) 197-11-800. Your project meets two of the necessary WAC criteria and, therefore, is exempt from environmental review under SEPA. E. District Regulations Permitted Uses — PWSFs are permitted in the BC Zone, subject to approval of the Director, consistent with FWCC Chapter 22, Articles Il, V, and XI. This proposal is located in a Community Business (BC) zone. The height limit is 148 feet and the proposed structure height is 127 feet. Facility Collocation — The proposal is for a permanent collocation on an existing PWSF. City code requires that PWSF providers cooperate with other providers in collocating facilities. Please submit a collocation agreement with your formal application. File #05-105503-00-PC Doc. I.D. 33890 Mr. Paul Wozniak Page 3 December 19, 2005 F. Development Standards Cumulative Impacts — City code requires that the formal review consider the cumulative visual effects of mounting a PWSF on an existing structure. Please submit photos of the existing facility and photo simulations of the proposed facility. Please include the antennae, the tower or structure supporting the antennae, equipment enclosures, the ground compound or building, landscaping, and screening. Preferred Antennae Location — Pursuant to FWCC Section 22-966, PWSF antennae sites must be considered in priority order. The location you have proposed (an existing tower) is second in order of the preference stipulated by. City code. Provide analysis and documentation in support of rejecting the higher priority sites. Preferred Equipment Enclosure Location — Pursuant to FWCC Section 22-967, PWSF equipment enclosure sites must be considered in priority order. The location you have proposed (above ground on an existing pad) is third in order of preference, as stipulated by City code. Provide analysis and documentation in support of rejecting the higher priority sites. Equipment Enclosure Standards — As proposed, the equipment enclosures is not consistent with FWCC Section 22-967(5), which stipulates equipment enclosure configurations and their corresponding permitted locations. To comply, the equipment enclosure must be no taller than six feet, or the equipment enclosure must be located in an enclosed building, or the equipment enclosure must be located underground. PWSF Outside Public Right -of -Way — As proposed, this facility is not consistent with FWCC Section 22-967(1), "Development Standards," which stipulates equipment enclosure configurations and their corresponding permitted locations. To comply, the antennae must meet the definition of microcell, or the equipment enclosure must be no taller than six feet, or the equipment enclosure must be located in an enclosed building, or the equipment enclosure must be located underground. G. Landscape Screening — In order to minimize visibility of the facility, the PWSF must be screened to the greatest extent possible, as stipulated in FWCC Section 22-967(4). PUBLIC WORKS DEVELOPMENT SERVICES DIVISION No comments on the project preapplication. PUBLIC WORKS TRAFFIC DIVISION No comments on project preapplication. BUILDING DIVISION (Scott Sproul, 253-835-2633, scott.sproul@cityoffederalway.com) No comment at this time. File #05-105503-00-PC Doc. LD. 33880 Mr. Paul Wozniak Page 4 December 19, 2005 LAKEHAVEN UTILITY DISTRICT No comments on the project preapplication. FEDERAL WAY FIRE DEPARTMENT No comments on the project preapplication. CLOSING This letter reflects the information provided at the preapplication meeting and is intended to assist you in preparing plans and materials for formal application. We hope you found the comments useful to your project. We have made every effort to identify major issues to eliminate surprises during the City's review of the formal application. The completion of the preapplication process in the content of this letter does not vest any future project application. Comments in this letter are only valid for one year as per FWCC Section 22-1657. As you know, this is a preliminary review only and does not take the place of the full review that will follow submission of a formal application. Comments provided in this letter are based on preapplication materials submitted. Modifications and revisions to the project as presented for this preapplication may influence and modify information regarding development requirements outlined above. In addition to this preapplication letter, please examine the complete FWCC and other relevant codes carefully. Requirements that are found in the codes that are not addressed in this letter are still required for your project. If you have questions about an individual comment, please contact the appropriate department representative noted above. Any general questions can be directed towards the key project contact, Jeff O. Johnson (253-835-2626 orLeff johnson@cityoffedeialway.com). We look forward to working with you. Since , Jeff O. Johnson Associate Planner enc: Preapplication Meeting Sign -Up Sheet Master Land Use Application "PWSF Development Requirements" Handout FWCC Section 22-966, "Personal Wireless Service Facilities" c: Kari Cimmer, Lead Development Specialist File N05-105503-00-PC Doc. J.D. 33880 VICINITY MAP $ 8 3481h 91 s up; m sW k. SITE LOCATION ,IF .. m S 3561h SL G2 411 S 31%0, 61 9V s �pl,h 536,�wN R` Y t I'ar gLj WIRELESS ENCHANTED PKWY 1741 S 356th ST FEDERAL WAY, WA 98003 SC1808 (WA109 ) GENERAL LOCATION MAP se is+. S it 7 •IiIOY� Na F�dvAt Y7� ,'�d+`:'. �4•t9el',17e.7„ #.� I,ii ]►NI II 's if,c! '-` _ . i , SY� ion, I�,npu -0, " .•�� k+>� TFSi.'iYi{a rift; Ste 1 ,ems •••� F.ryp L E 1 D$I Nr YF. e.•oon ldd9llB3 DRIVING DIRECTIONS STARTING FROM 16221 NE 72nd WAY, REDMOND, TURN RIGHT ON 164th AVENUE NE. TURN RIGHT ON BEAR CREEK PKY. TURN LEFT ON LEARY WAY NE, TAKE RAMP ONTO WA-520 WEST TOWARDS SEATTLE. TAKE THE 1405 SOUTH EXIT TOWARDS RENTON,1-405 SOUTH BECOMES WA518 WEST. TAKE THE 1-5 SOUTH EXIT TOWARDS PORTLAND. TAKE EXIT #142B ONTO WA-18 WEST TOWARDS PUYALLUP, TURN LEFT ON ENCHANTED PKWY S. TURN LEFT ON S 356th ST. ARRIVE AT 1741 S 356th ST ON THE RIGHT. APPROVAUSIGN OFF OF CONSTRUCTION DRAWINGS CONSULTANT GROUP SIGN OFF DATE SIGNATURE CINGULAR SIGN OFF DATE SIGNATURE CONSTRUCTION COORDINATOR COMPLIANCE LANDLORD'S REPRESENTATIVE CONSTRUCTION MANAGER PROJECT MANAGER DEPLOYMENT MANAGER SITEACQUISITION E911 ENGINEER Y N INITIAL: ZONING UMTS ENGINEER INTERCONNECT OPERATIONS RF ENGINEER REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED RF ENGINEER MANAGER MAN SITE AQUISITION MANAGER PROJECT INFORMATION APPLICANT: PROJECT CONSULTANTS-. NEW CINGULAR WIRELESS LLC LUCENT TECHNOLOGIES 16221 NE 72nd WAY 10735 WILLOWS ROAD, SUITE 200 REDMOND TOWN CENTER, BUILDING 1r33 REDMOND, WA 9W52 P.O. BOX 97061 CONTACT: NORRIS BACHO, MUP, PHC REDMOND, WA 98052 PHONE: (206) 227-4443 PROJECT ENGINEER: PROPERTY OWNER: CORNERSTONE ENGINEERING INC RL TRUCKING 14201 NE 200th ST SUITE 200 1741 S 356th STREET WOODINVILLE, WA 9W72 FEDERAL WAY, WA96003 OFFICE: (425) 487-1732 CONTACT: RUSS LLOYD CONTACT: MARK OLSON, P.E. PHONE: (206) 661-6967 CODE INFORMATION. ZONING CLASSIFICATION: COMMERCIAL BUILDING CODE: 2003 IBC CONSTRUCTION TYPE: TELECOMMUNICATIONS OCCUPANCY: UNOCCUPIED JURISDICTION: CITY OF FEDERAL WAY PROPOSED BUILDING USE: UNMANNED TELECOM FACILITY SITE LOCATION: (BASED ON NAD 831 PARCEL NUMBER S LATITUDE: 4r 16' 5r N 2821049178 LONGITUDE: 122' 16' 39.7" W TOP OF STRUCTURE AGL• 148.00' AREA OF PARCEL: BASE OF STRUCTURE: 0.0' (ASSUMED) 1.31 ACRES 57,055 S.F. PROJECT AREA 208 S.F. EQUIPMENT AREA NEW IMPERVIOUS AREA: 2,120 t S.F. ENTIRE COMPOUND 0 S.F. GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED, 2. TRAFFIC IS UNAFFECTED. 3. SIGNAGE IS PROPOSED. 4. NO ADDITIONAL IMPERVIOUS AREA IS PROPOSED PROJECT LTESCRIPTION; THIS PROPOSAL IS FOR THE MODIFICATION OF AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY, CONSISTING OF REMOVAL/REPLACING OF (E) ANTENNAS WITH NEW AND THE ADDITION OF NEW EQUIPMENT CABINETS WITHIN EXISTING LEASE SPACE. PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY By NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CINGULAR WIRELESS, LLC. SERVICES IS STRICTLY PROHIBITED. PACIFIC CORPORATION 208 WESTLAKE AVENUE NORTH SEATTLE, WA98109 206.4903800 DRAWING INDEX DWG. NO. DESCRIPTION T-1 TITLE SHEET GA GENERAL NOTES A 1 SITE PLAN A-2 COMPOUND PLAN A-3 EXTERIOR ELEVATION(S) A-4 EQUIPMENTSPECS A 5 CONSTRUCTION DETAILS A-6 RADIO PLAN A-7 ANTENNA SWEEP TEST & COAX MARKING E-1 ELECTRICAL DETAILS E 2 GROUNDING DETAILS E3 PANEL SCHEDULE & ONE -LINE DIAGRAM LEGAL DESCRIPTION 282104 178 BEG NXN N LN SW 114 OF NW 114 & ELY MGN ST H WY 5D TH E 275 FT TO PT A TH E 201.31 FT TH S 00-09-00 W 255 FT TH S 89-36-00 W 201 FT TO PT S 00-24-00 E FIR PT A TH N 00-24-00 W 225 FT TO PT 30 FT S FIR PT A TH S 89-36-00 W TO ELY MGN ST HWY TH NLY ALG SO ELY MGN TO TPOB - LESS POR AS PER SC 96.2-08664-9KNT ��ILOING DEFT. 14201 NE 200th ST, SUITE 200 WOODINVILLE, WA 98072 PH:425.487.1732 FAX:425.487.1734 :START DATE: 09rmms DRAWN BY: JRF CHECKED BY: MWO 1■AJLt W. w it I t�tBjOFL1� SITE SC1808 (WA109) ENCHANTED PKWY 1741 S 356th ST FEDERAL WAY, WA98W3 SHEET TITLE TITLE SHEET SHEET NUMBER T-1 y GENERAL NOTES - I DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED ONLY, UNLESS NOTED OTHERWISE THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THAT REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE SUBMITTED TO AND APPROVED BY, CINGULAR REPRESENTATIVE PRIOR TO START OF WORK 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTIOWCONTRACTDOCUMENTS TOVERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECTIENGWEER VERBALLY AND IN WRITING. 4 THE ARCHITECTSIENGINEER HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK CONTRACTORS BODING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN TIE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTSIN ACCORDANCE WITH THE' INTENT OF THESEDOCUMENTS:THESIDDERSHALLBEAR RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHTTECTIENGINEEROF ANY CONFLICTS, ERROR OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL IN THE EVENT OFDISCREPANCIESTHE CONTRACTOR SHALL PRICE THE MORE EXTENSIVE WORK; UNLESS DUCTED OTHERWISE THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN ATIHORRATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGSICONTRACT DOCUMENTS. 6. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, SAFETY, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'SNENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 8. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES. RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCALAND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK 9: GENERAL'CONTRACTORSHALL'.PROVIDE;XrTHtPROJECT'SRE AFULL-SET'OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH THE PROJECT. THIS SET ISAVALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK"FOR CONSTRUCTION" AND EACH SUCCESSIVE SHEET BEARS THE ENGINEERS SIGNED WET STAMP. 10. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW, UNLESS OTHERWISE NOTED. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. THE CONTRACTOR SHALL REPAIR OR REPLACE AT HIS EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN SAID PERIOD OF TIME OR FOR ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE ENTIRE PROJECT, WHICHEVER IS GREATER 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND REMOVE ALL DEBRIS FROM THE CONSTRUCTION SITE. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL THOROUGHLY CLEAN N THE BUILDING, SITE, AND ANY OTHER SURROUNDNG AREAS TO A BETTER THAN NEW CONDITION 12• THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. 13. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE DOTING CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONSULTANT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT. THE ATE REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTORS EXPENSE. 15. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. 16. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING, OR OTHER CONSTRUCTION AS REQUIRED TO GAN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING. ELECTRICAL, OR STRUCTURAL MODIFICATIONS. WHERE THE EXISTING CONSTRUCTION DOORS, PARTITIONS. CEILING, ETC-, ARE TO BE REMOVED, MODIFIED, OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL, SYSTEMS ARE ADDED OR MODIFIED, THE GENERA_ CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL TOOTH INALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND. WHERE CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. 17 TOWER FOUNDATION STRUCTURAL STEEL TO BE GROUNDED PRIOR TO CONCRETE POUR TOWER FOUNDATION STRUCTURAL STEEL TO BE CONNECTED TO PERMANENT GROUND ROD PRIOR TO TOWER ERECTION. TOWER GROUND MUST BE MAINTAINED AT Al TIMES. GENERAL OTES CONTINUED: 18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR COMMERCIAL POWER - IMMLDIATELY UPON AWARD OF CONTRACT THE GENERAL CONTRACTOR IS REQUIRED TO KEEP ALL DOCUMENTATION ACKNOWLEDGING APPLICATION FOR POWER WITH THE POWER COMPANY. 19. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED DATE OF COMPLETION OF THE POWER CONNECTION FROM THE POWER COMPANY. 20. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY CINGULAWS REQUIRED DATE, THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN ATEMPORARY GENERATOR UNTL THE POWER COMPANY CONNECTION IS COMPLETED- CASTS ASSOCIATED WITH THE TEMPORARY GENERATOR TO BE APPROVED BY THE CINGULAR REPRESENTATIVE. 21 IF CONTRACTOR OR SUBCONTRACTOR FIND ITNECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTOR'S AND THE SUBCONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CONSULTANT WITH COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUIUNNGAUTHORIiIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. 22. MNTTRACTORTOPROVIDE APORTABLE FIRE EKnKGUISHERWITHIM ARATINGOFNOTLESST2"AOR- 2-A1DOC WITHIN 7S PEEP TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 23. THE CONTRACTOR SHALL PERFORM WORK DURING OWNERS PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 24. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH UL LISTED OR FIRE MARSHAL APPROVED MATERIALS AS APPLICABLE TO THIS FACILITY AND OR PROJECT SITE 25. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES, SCHEDULING, COORDINATING SPECIAL AND BUILDING DEPARTMENT INSPECTIONS. 26. fANTRACTORSHALL BE RESPONSIBLE FOR CONTACTING AND UTE EM ORIGINAL ROOF94G CONTRACTOR AS REQUIRED TO MAINTAIN ANY EXISTING ROOFING WARRANTY. 27. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS ETC ARE INDICATED AS PROPOSED LOCATION ONLY. CONFIRM THE E7LACT LOCATION AND ROUTING WITH THE ON SITE CNGULARCONSTRUCTION MANAGER PRIOR TO STARTING WORK SITEWORK NOTES: 1- ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN THE SPECIFICATION PROJECT SUMMARY- 2. RUBBISH; STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL -BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 3, THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS. 4. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZENGROUND- FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 5. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE CRUSHED STONE APPLICATION. 6- ALL EXLSTNG ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK. SHALL BE PRDTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER OF THE WORK, %HALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION DL IOULDBE USED By THE CONTRACTOR WHEN FXGAVATING OR PIER DRILLING AROUND OR NEAT UiI TfIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. 7° ALL EXISTING INACTIVE SEINER, WATER GAS. ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND SHALL BE GAPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING. B. THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE BUILDING. DRIVEWAY OR CRUSHED STONE, SHALL BE GRADED TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK CONCRETE NOTES: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318 AND THE SPECIFICATION CAST-N•PLACE CONCRETE 2 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. 3 REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE60, DEFORMED UNLESS NOTED OTHERWISE WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS'S" AND ALL HOOKS SHALL BE STANDARD UNO 4 THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH..... 31N. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER ...................2 IN #5 AND SMALLER 8 WWF ..- ...1121N. ABBREVIATIONS: AFF ABOVE FINISHED FLOOR JT JOINT APO ABOVE FINISHED GRADE LAM LAMINATED AFS ABOVE FINISHED SLAB LF LINEAL FOOT ALUM ALUMINUM MANUF MANUFACTURER AB ANCHOR BOLT MAX MAXIMUM L ANGLE MECH MECHANICAL ARCH ARCHITECTURAL MH MANHOLE BTS BASE TRANSMISSION SYSTEM MM MILLIMETER BLDG BUILDING MIN MINIMUM BM BEAM MISC MISCELLANEOUS BOT BOTTOM MPH MILES PER HOUR B.O. BOTTOM OF MTL METAL BOO BOTTOM OF CONCRETE NIC NOT IN CONTRACT BOB BOTTOM OF STEEL NOM NOMINAL CJ CONTROL JOINT NTS NOTTOSCALE CENTERLINE OC ON CENTER CLG CEILING OD OUTSIDE DIAMETER CLR CLEAR OH OVERHEAD CMU CONCRETE MASONRY UNIT OPNG OPENING COL COLUMN OPP OPPOSITE CONC CONCRETE PCs PERSONAL COMMUNICATION SYSTEM CONST CONSTRUCTION It PLATE UOUS CL�1 PR PAIR CTRIT PSI POUNDS PER SQUARE INCH DIA /0 DIAMETER PSF POUNDS PER SQUARE FOOT DTL DETAIL PT PRESSURE TREATED ( RA) RADIUS EA � RD ROOFDRAIN EJ EXPANSION JOINT REINF REINFORCEDIRENFORCING ELEC ELECTRICIEIECTRICAL REOD REQUIRED EL ELEVATION RM ROOM EQ EQUAL RN RIGHT OF WAY EW EACH WAY SCHED SCHEDULE EXP EXPANSION SECT SECTION EXT EXTERIOR SF SQUARE FOOT FD FLOOR DRAIN SFM SIMILAR FTN FINISH SO FT SQUARE FOOT FIN FUR FINISH FLOOR SS STAINLESS STEEL FUR FLOOR STD STANDARD FTG FOOTING STL STEEL GA GAUGE STRUC STRUCTURAL GALV GALVANIZED TEMP TEMPORARY GYP GYPSUM THK THICK GB GYPSUM BOARD T.O. TOP OF HM HOLLOW METAL TOS TOP OF STEEL HOR HORIZONTAL TOO TOP OF CONCRETE HR HOUR TYP TYPICAL HT HEM LIND UNLESS NOTEDOTHERWISE HVAC HEATING VENTILATION AIR CONDITIONING VERT VERTICAL INSUL INSULATION W/ WITH NT INTERIOR WWM WELDED WIRE MESH LEGEND AND SYMBOLS: CHAINLINK FENCE x x x CEDAR FENCE ° 0 POWER P P P TELCO T T T �— POWERITELCO —TT —TIP — TR — Tm COAX COAX cows coax — OVERHEAD POWER OH DR 0H 0H CENTERLINE REVISION BUG DETAIL NUMBER / C_l ELEVATION VIEW BUG Q_ SHEET NUMBER TOP OF ... ELEVATION EL OO —Op DETAIL NUMBER DETAIL BUG SHEETNUMBER SECTION BUG ; DETAIL NUMBER SHEET NUMBER ^` • N V tUILDING DIP-'. 14201 HE 200th ST. SUITE 200 WOODINVILLE, WA 98072 PH:426497A732 FAX-42SA07.1734 START DATE: 0920Y05 DRAWN BY: JRF CHECKED BY: mwo REVISIONS I *MXi4 W. I F>iPIRES _. 07It5f07 � SITE SC1 BOB (WA109) ENCHANTED PKWY 1741 S 356th ST FEDERAL WAY, WA 98003 SHEET TITLE GENERAL NOTES SHEET NUMBER 1 u 161 NOTE: NOT A SITE SURVEY NO ADDITIONAL LANDSCAPING INCLUDED IN THIS PROJECT SITE PLAN 22x34 SCALE: I' = W-Q;' 1X17 SCALE: l'- (E) BUILDING S 3-5ft--ST APN # 2821049172 ADJACENT ZONING USE: COMMERCIAL ZONE: COMMERCIAL \ \ ADJACENTZONING USE: COMMERCIAL ZONE: COMMERCIAL 1 '� \ APN # 2821049077 s��I \ 1 \ Ile 6 (E) BUILDING "A� APN# 2821049028 DIRT ROAD SITEACCESS C u ,fir (E) TREE (TYP) (E) BUILDING f 7 f--I_i [I p i i I_LLLLLL, J LLLLI-' I I I I LI -1 ITF7[Tii-f-r-T-i-iln-i-T-r,TT7-T-FTTI—Tr (E) BUILDING ADJACENT ZONING USE: COMMERCIAL ZONE: COMMERCIAL APN # 2821049178 GRAVEL PARKING LOT -, Ni i i I, -AL.ulT a �j p-� -4 (E) RL TPUCVJNG zi BUILDING PROPERTY LINE I I I i I L I L I! c APN # 2621049069 T r i I (E) BUILDING w! LA.! lj -fl T PLAN NORTH 1 09 c w WYE- ;,E-@ �. tjT PH:425AST.1732 FA7L• 42 . 37, 734, START DATE: O820ID5 DRAWN BY: CHECKED --BY* mwo I DATE I mmWPIION jl�Kj SITE SC1808 (WA109) ENCHANTED PKWY 1741 S 356th ST FEDERAL WAY, WA 98003 SHEET TITLE N SITE PLAN SHEET NUMBER A-1- I (E) WIRELESS CARRIER (E) CHAINLINK FENCE CONCRETE SLAB i (E) CONCRETE SLAB (E)DUPLEXER I BACKBOARD NOKIA CABINET t 1 (E) " \\ II ERICSSON �i Ir PROPOSED CABINET i j 100 AMP 2P BREAKER PANEL li FOR UMTS r{ NOKIA i I it CABINET \ �� (E) 9'-9"HIGH - jl * ll��'7i y ICE BRIDGE } `LIJ � I I'� ii -•Ij I z i _ \\ PROPOSED i v \ (E) ERICSSON NEMA 3R TELCO f I CABINET ENCLOSURE .. I • � � _. 'i �l � ` m i90f j - (E) CABLE TRAY I (E) ai. % - --- - .-...... UMTS --- CABINET (FUTURE) I i POWER DOG I HOUSE NOKIA °•.- • __..—_ CABINET CABINET I (E) 2'-5" HIGH ICE I BRIDGE (BELOW) (E) 148' LATTICE TOWER 1� W/ (6) 1-518" COAX (E) ICE BRIDGE I` W/ (4) 7/8" COAX Z f ENLARGED COMPOUND PLAN 22x34 SCALE: 3/4" = T-0" I 11x17 SCALE: 3/8" = 1'-0" I N \ is =' 4Iw r tt O ~' — — — •---- —- I (E) SPRINT COMPOUND �� '� ` - - •-1 1 - �� p { \ I (E) CINGULAR COMPOUND e { (E)ICEBRIDGE _ (E) UTILITY RACK a; V • n 7' (E) OWEST COMPOUND . (E) BUILDING 2 + COMPOUND PLAN r22X34 SCALE: 114'= T-0" SCALE: 118" = 1' (E) 14V LATTICE TOWER so I PROPERTY LINE I I (E) CHAINLINK FENCE 41 Jl 1 i a PLAN NORTH 1 6UILDIING DEPT. •• T4201-NE 20Wth ST,-SUITE 200 WOMMALLE, WA 98072 PH.425-4B7.1732 FAX:425.467.1734 START DATE: ovmW DRAWN BY: JRF CHECKED BY: tinvo 1 REVISIONS ! SITE SC1808 (WA109) ENCHANTED PKWY 1741 S 356th ST FEDERAL WAY, WA 98003 SHEET TITLE COMPOUND PLAN SHEET NUMBER A-2 COAX LENGTH SCHEDULE SECTOR LENGTH # COAX DIAMETER SECTOR 151, 2(E)+6NEW 1-518" SECTOR B 151' 2 (E) + 6 NEW 1-518" SECTOR C 151, 2 (E) + 6=E�Wl8" EXISTING COAX DIAMETER NUMBER PLACEMENT FACE OF 1-5l8' 6 TOWER FACE OF 7/8" TOWER ANTENNA PLAN SECTOR C SECTOR A e'�� SECTOR B GRADE NEL 0'-0" EAST ELEVATION 22x34 SCALE: 3132" = I -(r 1107 SCALE: 3184" n jk(E).CARRIER ANTENNA RAD-CENTER EL 14T-7-7- PROPOSED RAD CENTER OF ANTENNAARRAY _ 4;t'EL 12r-W ,anCARRIER ANTENNA RAD-CENTER -- - -- ,an 111=7" �(Ek CARRIER ANTENNA RAD CENTER -- - ---• - •- - EL 9Y4' ;?, CARRM - E"EkL 71'�' TOP OF (Ej LATTICE TOWER S - - -EL 148'-W TOP OF PROPOSED ANTENNAARRAY- b - --- EL 180 ; PROPOSED ANTENNA KATHREIN 742-265 (TYP OF 9) (E) ANTENNA MOUNT tll a= CITY Op AY 142G 1 N PH:425.487.17W FAX 425A87,VU START DATE: o9rzoNs DRAWN BY: .� CHECKED BY: MM REVISIONS I SITE SC1808 (WA109) ENCHANTED PKWY 1741 S 3561h ST FEDERAL WAY, WA 9MM SHEET TITLE --] EAST ELEVATION SHEET NUMBER A-3 _ 2'-7 314" _ 2 112" _ 2'-2 314" , 2 112" �I WELDED C6 ALUMINUM PLINTH ?' (SUPPLIED BY CONTRACTOR) N N i ANCHOR BOLT AT BOTTOM FLANGE I - (SEE ELEVATION) 1" 11/16" 0 HOLES FOR PLAN 5/8" D BOLTS (fYP 4 PLACES) ml 1. ISOMETRIC 1112" I±' �11/2- FILED DRILL 11/16" 0 HOLES FOR 518" 0 CONCRETE EXPANSION ANCHOR (TYP 4 PLACES) ELEVATION UMTS MOUNTING BASE 22x34 SCALE: 3/4"`= 1'Ti` I I I Ixl7 SCALE: 3W= T-4' NOT USED 22x34 SCALE: NTS Ilxl7 SCALE: NTS UMTS OUTDOOR DIMENSIONS MANUFACTURER: LUCENT HEIGHT: 72" DEPTH: Ar WIDTH: 35.4" CLEARANCE: CABINET REAR 36" CLEARANCE: CABINET EACH SIDE 35A" CLEARANCE: CABINET FRONT 29.5" MAXIMUM CABINET WEIGHT: 790 LBS (359 KG) 2'-1 ly4" 4.33" 26.Tr _ I o� (`NV m f0jj}} N IN N I UMTS CABINET ANCHOR FOOTPRINT u BACK OF CABINET 1 UMTS EQUIPMENT SPECIFICATIONS 2244 SCALE: 1'= 1-0' 111x17 SCALE: 112' = 1'-W - FRONT OF - -� CABINET Rf CABLE ENTRY w HU0 V I I W Z on z is a: m� w I": ;Ziz I j D Uf 0= QiV � zz �z Q I C d W J ® io Q E 1D 0 NOKIA ULTRASITE CABINET ----. 0 ULTRASITE FRONT ELEVATION 22x34 SCALE: -r = i,-(r 11 lx17 SCALE: 10' = 1'-0" NOM OUTDOOR ULTRASITE BTS DIMENSIONS MANUFACTURER NOIOA HEIGHT:75A' DEPTH: 29S - wIDTH: a9.m mMA7CIMUM CABINET WEIGHT (WRH UNITSkB95 LBS. 30.3" Y6" 24.4" 1 �5' 10" `j 10" 5" 10• PLINTH OF PLWTH OF L�y'i t`" N CABINET CABRIE72 C4 N' , i .o o• o 0 •o 0•• --' ' II IL•o ULTRASITE MOUNTING PLINTH 2 ULTRASITE EQUIPMENT ISO 322x34 SCALE: 1"= Te 111x17 SCALE: 1l2"= l'-0" I I 22x34 SCALE: 3/4" = l'-0" I IIxITSCALg: 3/8" =1'-0" u LULU AY 14201 HE 200th ST, SUITE 200 WOODINVILLE, WA 98072 PR 425.487.1732 FAX 425.487.1734 START DATE: 89MIM DRAWN BY: xu +CHECKED BY: MAD REVISIONS MTE I OE.SMPTxIN JINMALJ SITE SC1808 (WA109) ENCHANTED PKWY 1741 S 356th ST FEDERAL WAY. WA98003 SHEET TITLE EQUIPMENT SPECS SHEET NUMBER A-4 ARGUS CABINET z'-6" FRONT ELEVATION POWER CABINET DIMENSIONS. . MANUFACTURER: ARGUS lE-20 HEIGHT: 84.0" DEPTH: 30.0" WIDTH:30.0" MAXIMUM CABINET WEIGHT (W�10OGLbs 30_00" _ ENCLOSURE DIMS i. 0 0.75- HOLE OPENING • ALL CORNERS -4 W o PLACES w . [f o'co D LL AND IN m O I CONCRETE ANCHORS I NI (4(HIL"HSLB-hN2125 ! Z W (ARGUE PM 033A6B-10) OR EQUIVALENT I T 24.40"� J MOUNTING HOLE LOCATION POWER CABINET EQUIPMENT DETAILS 22x34 SCALE: 1" = F-0' I 11 x17 SCALE: 112' = 1 =0" . 25.00" N i f RIGHT SIDE VIEW ANTENNA DETAIL 72x34 SCALC: 112" - 1'-0" I1x17 SCALE: 114" = 1'-0" 4 1 NOT USED 22934 SCALE: NTS I 11x17 SCALE: NTS =r mI 4 A BACK SIDE KATHREIN ANTENNA 742 263 21 �gazavoaral��- ilS4��Epp}rr� l �`}�'a•fix• PH:475.487.1732 FW4+1�:497.1734 START DATE: DRAWN BY' JRF CHECKED BY: mwo "P.'L A �r W. 0 N p E%PIRES _ Wf15iY6.-j SITE SC1808 (WA1(19) ENCHANTED PKWY 1741 S 3561h ST FEDERAL WAY, WA 98003 SHEET TIE CONSTRUCTIOTLN DETAILS SHEET NUMBER A-5 x, cingular- WMEiESS 1 1lthe New Mech Tdisnolica�b1e,aM4s Eletlrical Tit RF Englnou hlMt[nD=44&M OW AM - (Prini earr� CkrSular RF: Arawranl.�i.•753-t6U9 RADIO PLAN 22%34 SCALE: NTS 11 W7 SCALE: NTS CINGULAR WIRELESS SEATTIE I TAWMA RF" mrdact below. Data 12, M V . i . P Cl2L X Clrl 9-u-••• • la. MA�keh Seatt e 1 Tacoma Sit. I1r Dual Band BSU/1900 kk1z Cjms r Id: 2 Sled Name: Enchanted Pkwy •.q e L3 r a -$ .I, r.' SEctor. t Oe W x X ERICSSON TMA I •;� I : LUCENT DBDP X ;= i R U uc t llMTS X X Nokia GSM :i ular Haaket= scat I Tx ma l inq.•.!t s e o: sctsas dusics;d: 3 51ee Name: Endranled Pkwy DBDP X x ERICSSONTMA01 1'I I DaD X X LUCENT MHA I lllllll I I r I I � I x X Fri cssan G5M Lucent UMTS Nokia GSM LiD-e yq lSaticN: SUttle / TarnDea Sete 7t>r SL7'8 :1 ci ngul� r Grenar Id: 3 Name: Endt.n[rJi Picwy sdeb— 3 VW DROP X x x X ERICSSON TMA LUCENT A4h1A i I Ei Erlas n GSM Lucent UMTS 1 P oU' O� PH: 425.487.1732 FAX 426.487.1734 53ART DATE: osnaros DRAWN BY: JRF CHECKED BY: Mwo SITE SC18D8 (WA109) ENCHANTED PKWY 1741 S 3561h ST FEDERAL WAY, WA98W3 F7SH�TITLERA SHEET NUMBER A-6 SWEEP TEST REQUIREMENTS: CINGULAR WIRELESS SEATTLE, WA. ANTENNA AND TRANSMISSION LINE TEST REQUIREMENTS REgQEEi] EQUIPMENT. 1 WILTRONIANRITSU SITE MASTER S331AB/C OR EQUIVALENT 1 OPEN, SHORT, LOAD. 1 DIN FEMALE TO N TYPE MALE ADAPTER (LOW LOSS). 1 DIN MALE TO N TYPE MALE ADAPTER -(LOW LOSS). 2 DIN FEMALE TO DIN FEMALE ADAPTER (LOW LOSS). i PHASE STABLE CABLE. 1 TRUE-RMS MULTI -METER. FREQUENCIES TO BE USED-_ - PCS FREQUENCY BAND 185OMHZ-199OMHZ TRANSMIT FREQUENCY 1930MHZ-lg4OMHZ RECEIVE FREQUENCY 1850MHZ-186OMHZ TRANSMISSION LINE AND ANTENNA SYSTEM TEST (1) INSERTION LOSS/CABLE LOSS (2) ANTENNAlTRANSMISSION LINE DISTANCE TO FAULT (RL) (3) ANTENNA SYSTEM RETURN LOSS (4) ANTENNA SYSTEM WITH DUPLEXERITNWANTENNA RETURN LOSS (5) TRANSMISSION LINE CONTINUITY TEST INSERTION LOSS THIS TEST WILL MEASURE THE CABLE LOSS OF THE TRANSMISSION LINE AND JUMPERS BETWEEN THE CABINET AND ANTENNA. TEST FREQUENCIES: F1=1850 F2=1990 1. ENTER THE FREQUENCIES TO BE USED IN Fl AND F2. 2. RE -CALIBRATE TEST EQUIPMENT. 3. CONNECT THE TWO JUMPERS GOING TO THE ANTENNA (BYPASS TMA) AND THE CABINET (BYPASS DUPLEXER) USING THE DIN (F) TO DIN {F) CONNECTORS. 4. CONNECT A SHORT AT THE END OF THE LAST JUMPER BEFORE THE ANTENNA, OF THE LINE UNDER TEST. 5. CONNECT TEST EQUIPMENT TO THE LAST TX JUMPER (YELLOWIRED) BEFORE THE CABINET, OF THE LINE UNDER TEST. 6. PERFORM MEASUREMENT, THEN DUE STEPS 10 TTtR7LrGH 12. 7.- DISCONNECT TX -JUMPER. THEN CONNECT THE RX JUMPER (YELLOWIGREEN) TO DIN (F) ADAPTER 8. CONNECT TEST EQUIPMENT TO THE LAST RX JUMPER (YELLOWIGREEN) BEFORE THE CABINET, OF THE LINE UNDER TEST 9. PERFORM MEASUREMENT, THEN DUE STEP 10 THROUGH 13. 10 ADD THE MAXIMUM PEAK TO THE MINIMUM VALLEY THEN DIVIDE BY TWO. THIS IS THE CABLE INSERTION LOSS. THIS VALUE SHOULD NOT BE GREATER THEN 111313. 11. PEAK MAX (MI) + VALLEY MIN (M2)/2= CABLE INSERTION LOSS. 12. RECORD CALCULATED/MEASURED VALUE ON SWEEP DATA SHEET, THEN SAVE SWEEP TO AMEMORY LOCATION. 13. REPEAT STEPS 1 THROUGH 12 FOR THE REST OF THE TRANSMISSION LINES. AN f ION L&E DI FAULT THIS TEST IS A PERFORMANCE VERIFICATION AND FAILURE ANALYSIS TOOL FOR THE ANTENNA, TRANSMISSION LINES AND CONNECTORS. TEST FREQUENCIES: 1`1=18W F2=19W 1. ENTER THE FREQUENCIES TO BE USED IN F1 AND F2. 2. RE -CALIBRATE TEST EQUIPMENT. 3. CONNECT THE TWO JUMPERS GOING TO THE ANTENNA (BYPASS TMA) AND THE CABINET (BYPASS DUPLEXER) USING THE DIN (F) TO DIN (F) CONNECTORS. 4. CONNECT THE ANTENNA TO THE LINE UNDER TEST. 5. CONNECT TEST EQUIPMENT TO THE LAST TX JUMPER (YELLOW/RED) BEFORE THE CABINET, OF THE LINE UNDER TEST 6, PERFORM MEASUREMENT. VERIFY RESULTS WITH STEPS 10 THROUGH 13. 7. DISCONNECT TX JUMPER, THEN CONNECT THE RX JUMPER (YELLOW/GREEN) TO DIN (F) ADAPTER 8. CONNECT TEST EQUIPMENT TO THE LAST RX JUMPER (YELLOW/GREEN) BEFORE THE CABINET, OF THE LINE UNDER TEST 9. PERFORM MEASUREMENT. VERIFY RESULTS WITH STEPS 10 THROUGH 13. 10. VERIFY EACH DIN CONNECTOR HAS A RL LESS THEN -32DB, N TYPE -28DB. 11. VERIFY THE TRANSMISSION LINE HAS A RL LESS THEN -45DB 12. VERIFY THE ANTENNA HAS A RL LESS THEN -17DB 13. RECORD PASS/FAIL ON SWEEP DATA SHEET, THEN SAVE SWEEP TO A MEMORY LOCATION. 14. REPEAT STEPS 1 THROUGH 13 FOR THE REST OF THE ANTENNA'S AND TRANSMISSION LINES ENNA M RETURN LOSS: THIS TEST MEASURES THE RL OF T14E TRANSMISSION LINE TERMINATING INTO THE ANTENNA WITHOUT THE TMA AND DUPLEXER. TEST FREQUENCIES: Fl=1B50 F2=1990 1. ENTER THE FREQUENCIES TO BE USED IN Fl AND F2. 2. RE -CALIBRATE TEST EQUIPMENT. 3. CONNECT THE TWO JUMPERS GOING TO THE ANTENNA (BYPASS TMA) AND THE CABINET (BYPASS DUPLEXER) USING THE DIN (F) TO DIN (F) CONNECTORS. 4. CONNECT THE ANTENNA TO THE LINE UNDER TEST. 5. CONNECT TEST EQUIPMENT TO THE LAST TX JUMPER (YELLOWIRED) BEFORE THE CABINET, OF THE LINE UNDER TEST. 6. PERFORM MEASUREMENT. VERIFY RESULTS WITH STEPS 10 THROUGH13. 7. DISCONNECT TX JUMPER, THEN CONNECT THE RX JUMPER (YELLOWIGREEN) TO DIN (F) ADAPTER 8. CONNECT TEST EQUIPMENT TO THE LAST RX JUMPER (YELLOW/GREEN )BEFORE THE CABINET, OF THE LINE UNDER TEST 9. PERFORM MEASUREMENT. VERIFY RESULTS WITH STEPS 10 THROUGH 13. 10. VERIFY ANTENNA SYSTEM USING 1 5/8" WAVE -GUIDE HAS A RL LESS THEN -17DB, 200FT MAX. 11. VERIFY ANTENNA SYSTEM USING 7/8" WAVE -GUIDE HAS A RL LESS THEN -16DB, 200FT MAX. 12. FOR SYSTEMS ABOVE 200FT 1 5/8" RL -15 5DB, 718' RL -14DB. 13. RECORD TEST RESULTS ON SWEEP DATA SHEET, THEN SAVE SWEEP TO A MEMORY LOCATION. 14. REPEAT STEPS 1 THROUGH 13 FOR THE REST OF THE ANTENNA SYSTEMS. ANTENNA SYSTEM WITH t)uPLMP AND TLAA RETURN L,QSS- THIS TEST MEASURES THE RL OF THE COMPLETE ANTENNA NETWORK ON THE TX PATH. TX TEST FREQUENCIES: Fi=1930 F2=1940 1. ENTER THE FREQUENCIES TO BE USED IN F1 AND F2. 2 RE -CALIBRATE TEST EQUIPMENT 3. REMOVE DIN (F) TO DIN (F) FROM BOTH TOP AND BOTTOM JUMPERS. 4. CONNECT TOP JUMPERS TO TMA AND CONNECT BOTTOM JUMPER TO DUPLEXER -5. CONNECT TESTEQUIPMENT TO-TX-1 (YELLOWIRED): 6. PERFORM MEASUREMENT. 7. VERIFY ANTENNA NETWORK USING 1 5I8" WAVE -GUIDE HAS A RL LESS THEN-15.SDB, 200FT MAX. 8, VERIFY ANTENNA NETWORK USING 71W WAVE -GUIDE HAS A RL LESS THEN-14.5DB, 200FT MAX 9. FOR ANTENNA NETWORK ABOVE 20OFT 1 5/8" RL -14DB, 7/8" RL-12.5DB. 10. RECORD TEST RESULTS ON SWEEP DATA SHEET, THEN SAVE SWEEP TO A MEMORY LOCATION. 11. REPEAT STEPS 1 THROUGH 10 FOR THE REST OF THE TX ANTENNA NETWORKS. ANTENNA SYSTEM WITH DUPLEXER AND TMA RETURN! LOSS: THIS TEST MEASURES THE RL OF THE COMPLETE ANTENNA NETWORK ON THE RX PATH. REMINDER THE TEST EQUIPMENT WILLTERMINATE INTO THE TMA ON THE RX PATH. RX TEST FREQUENCIES: F1=1850 F2=1860 1. ENTER THE FREQUENCIES TO BE USED IN Fl AND F2. 2 RE -CALIBRATE TEST EQUIPMENT 3. REMOVE DIN (F) TO DIN (F) FROM BOTH TOP AND BOTTOM JUMPERS. 4, CONNECT TOP JUMPERS TO TMA AND CONNECT BOTTOM JUMPER TO DUPLEXE:R. 5. CONNECT TEST EQUIPMENT TO RX 1 (YELLOWIGREEN). 6. PERFORM MEASUREMENT. 7. VERIFY ANTENNA NETWORK USING 1 518" WAVE -GUIDE HAS A RL LESS THEN-16.5DB, 200FT MAX. 8. VERIFY ANTENNA NETWORK USING 7/8" WAVE -GUIDE HAS A RL LESS THEN-15.51313, 200FT MAX. 9. FOR ANTENNA NETWORK ABOVE 200FT 1 5/8" RL-14DB, 7/8" RL-13_6DB. 10. RECORD TEST RESULTS ON SWEEP DATA SHEET, THEN SAVE SWEEP TO A MEMORY LOCATION 11. REPEAT STEPS 1 THROUGH 10 FOR THE REST OF THE RX ANTENNA NETWORKS. TRANSMISSION LINE CONTINUITY TEST: THIS TEST WILL VERIFY THE CON TINUIIY OF THE RX PATH BETWEEN THE BTS AND THE TMA FOR THE 15 VDC NETWORK. 1. CONNECT A SHORT AT THE END OF THE LAST JUMPER BEFORE THE TMA, OF THE LINE UNDER TEST. 2. CONNECT MULTI -METER TO LAST JUMPER BEFORE THE BTS, RX 1 (YELLOWIGREEN). PLACE THE BLACK LEAD ON THE OUTER PART OF THE CONNECTOR AND THE RED LEAD ON THE CENTER PIN OF THE CONNECTOR. 3, VERIFY THE METER READS A SHORT. 4. REMOVE SHORT AND VERIFY METER READS OPEN. 5. RECORD PASS/FAIL ON SWEEP DATA SHEET. 6. RE -CONNECT JUMPERS TO TMA AND BTS. 7. REPEAT STEPS 1 THROUGH 6 FOR THE REMAINING RECEIVE PATHS. NOTE: EDIT AND SAVE ALL SWEEPS TO A 3.5" DISKETTE AND EMAIL SWEEPS TO JAMES.FUGATE@CINGULARCOM PROVIDE A COPY OF ANTENNA SYSTEM TEST RESULTS WITH DISKETTE ON FINAL SITE WALK QUESTIONS CONTACT: JAMES FUGATE 206-240-9006 Q MHA (TYP - REFER SITE BUILD FORM) TOP JUMPER CABLI REQUIRED) DIPLEXOR - - (IF REQUIRED) GROUNDING KIT - GROUNDBAR NEAR ANTENNAS MAIN COAXIAL CABLE(TYP) O_ GROUNDBAR NEAR EQUIPMENT DIPLEXOR - -- - - (IF REQUIRED) BOTTOM JUMPER C O ANTENNA ANTENNA S MHA (TYP - REFER TO RF SITE BUILD -FORM) .- TOP JUMPER CABLE (IF REQUIRED) - -GROUND BAR NEAR ANTENNAS GROUNDING KIT MAIN COAXIAL CABLE (TYP) O GROUND BAR NEAR EQUIPMENT BOTTOM JUMPER CABLE 3 uJ W . u ,ECEIV _"" E3UILDIIVG � F 14201 NE 200th ST, =S91TE-200_- WOODINVILLE, WA 98072 PH: 425.487.1732 FAK 425.487.173E START DATE: osrtoms DRAWN 6Y: J� CHECKED BY- mwo REVISIONS I SITE SC1808 (WA109) ENCHANTED PKWY 1741 S 3561h ST FEDERAL WAY, WA98003 - FSHEET TITLE ANTENNA SWEEP TEST & COAX MARKING SHEET NUMBER A-7 N NAY ELECTRICAL SPECIFICATION: 1 ALL ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 2. COMPLY WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE, THE REQUIREMENTS OF ALL APPLICABLE MUNICIPAL AND STATE CODES AND REGULATIONS, AND UTILITY GUIDELINES. 3. PERFORM PILL VERIFICATION, OBSERVATIONS, TESTING AND EXAMINATION OF WORK PRIOR TO THE ORDERING OF ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE CONSTRUCTION MANAGER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 4. ALL ELECTRICAL/ TELCO CONDUIL SHALL BE RIGID METAL CONDUIT (RMC) TYPE CONFORMING TO UNDERWRITERS LABORATORIES STANDARD UL-6 AND ASTM A-135: ALL CONDUITS SHALL COMPLY WITH NEC, ARTICLE 346. ALL RIGID AND FLEXIBLE CONDUITS. AND -COUPLINGS SHALL OF F:O i DIPPED GALVANIZED HAVING A HARD BAKED ENAMEL OR HEAVY LACQULR FINIS H. BOTH INSIDE AND OUTSIDE. COUPLINGS SHALL BE THREADED TYPE, GALVANIZED AND MADE FROM SAME GRADE OF MILD STEEL AS RMC. ALL BENDS SHALL BE W MINIMUM RADIUS. 5. ALL WIRING SHALL BE STRANDED COPPER WITH MINIMUM 600V INSULATION (UNLESS OTHERWISE NOTED). 6. NEUTRAL SHALL BE COLOR COOED, INSULATION SHALL BE CROSS -LINKED POLYETHYLENE. 7. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF UNDERGROUND SERVICES. SERVICE LOCATIONS TO BECONFIRMED PRIOR TO CONSTRUCTION. 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FILING, AND FEES IN CONJUNCTION WITH THE PROJECT. 9. THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH THE PROPER AUTHORITIES AND INFORM CINGULAR 24-HOURS IN ADVANCE. ALL TICKETS AND INSPECTION VERIFICATIONS WILL BE SUBMITTED TO THE OWNER'S REPRESENTA7�VE WITHIN 24-HOURS AFTER THE INSPECTION HAS _.TAKER PLACE. 10. ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE A UL LABEL 11. ALL WORK SHALL BE DONE BY QUALIFIED AND EXPERIENCED JOURNEYMEN AND PERFORMED IN A WORKMANLIKE MANNER AND SHALL PROCEED IN AN OR DERLY MANNER SO AS NOT TO HOLD UP THE PROGRESS OF THE PROJECT. 12. THOROUGHLY TEST ALL LINES FEEDERS, EQUIPMENT, AND DEVICES WITH MAXIMUM LOADS TO ASSURE PROPER OPERATION 13. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES 14. PROVIDE PULL BOXES WHERE SHOWN ANDOR WHERE REQUIRED BY CODES AND/OR UTILITY COMPANIES. 15. ALL CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS CONTRACTOR SHALL VERIFY ALL LOCATIONS 16. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J-BOXES, EQUIPMENT BOXES, AND CABINETS WITH APPROVED PLASTIC TAGS- 17. ALL BREAKERS IN PANEL BOXES SHALL BE IDENTIFIED WITH TYPE WRITTEN LABELS NEATLY PLACED ALONG SIDE OF THE BREAKER. 18. ALL FIRE RATED WALL AND FLOOR PENETRATIONS ARE TO BE CAULKED AND SEALED WITH A FIRE RESISTANT CAULKING TO MAINTAIN THE INTEGRITY OF THE FIRE SEPARATION. 19. UTILIZE SONNESORN TYPE NP-1 CAULKING FOR SEALING ALL EXTERIOR WALL PENETRATIONS 20. SUBCONTRACTOR SHALL SUPPLY AND INSTALL A 200# RATED NYLON PULL CORD FOR FULL LENGTH OF ALL EMPTY CONDUIT OR AS REQUIRED BY LOCAL UTILITY COMPANY. ELECTRICAL SPECIFICATIONS 22x34 SCALE. NTS 1 ix17 SCALE: NTS TRANSITION FROM 2- RM TO LIQUIDTIGHT FLEX METAL CONDUIT (TYP) 2 TELCO/POWER ROUTING 22x34 SCALE: 314" = t'-0' . —_ 1 t xi 7 SCALE: IIII ; I a ) I .� I (E) 200 AMP SERVICE PANEL PROPOSED 100AMP 2P BREAKER PANEL FOR UMTS - 2" RMC WI (2)-#2THHN, (1)," THHN AND (1)#6 GROUND PROPOSED NEMA 3R TELCO ENCLOSURE W/ RMC TO (E) TELCO DEMARC BOX 2" RMC W/ 24 TWISTED PAIRS OF 24 AWG SHIELDED TELCO CABLES 1 Loll C i 20 it Y OF FEDERAI v �44261 N� z "WI WaMEP F. %■;QODINVILLE, WA SAM PH: ,25AEITA732 FAX:425.487-1734 START DATE �� DRAWN BY: �RF ECHECIL! p BY: r�wo REVISIONS I SITE SC1808 (WA109) ENCHANTED PKWY 1741 S 3561h ST FEDERAL WAY, WA 98003 SHEET =DETAILS ELECTRICAL SHEET NUMBER E-1 IAY COAXIAL CABLES (TYP 2 PER ANTENNA) .-. SECTOR A SECTOR B SECTOR C (3) ANTENNAS (3) ANTENNAS (3) ANTENNAS PER SECTOR PER SECTOR PER SECTOR 1 'I I E , (E) GROUND BAR @ ANTENNA COAX GROUND I l WIRE (TYP) I . #2 AWG SHIELDED GROUND WIRE ON ! -ELECTt31CAL.1S.QLATFJ�S_ � 1 I (E) GROUND BAR @ BASE OF POLE FI #2 SOLID BARE . ,4"I TINNED COPPER,' � GROUND WIRE El1 / (E)MGB TO GROUND RING (SEE TOWER GROUNDING SCHEMATIC) r TO (E) GROUND RING - ANTENNA GROUNDING DIAGFMP,l 22x34 SCALE NTS I i ix17 SCALE: NTS #2 SOLID BARE TINNED COPPER GROUND WIRE TYPE GR M1! - TYPE SS x- 1% TYPE GL LUG TYPE PT _. - . .. _ ro TYPE GT TYPE VS NOTE: CADWELD "ES' SHOWN ABOVE ARE EXAMPLES - CONSULT WITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED FOR THIS PROJECT. CADWELD DETAILS 22x34 SCALE: NTS 111x17 SCALE: NTS ANTENNA - --- WEATHER SE 3' JUMPER DIN MALES GROUNDING (E) #2 SOLIC COPPER GF. .._... _ LEADS (TYPICAL) NOTE: COAT ALL MECHANICAL CONNECTIONS WITH'NOOX` OR APPROVED EQUAL NEW COAXIAL GROUND KITS W1 LONG BARREL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL BY % ANTENNA CONTRACTOR (CADWELD TYPE-GL) (E) 4"x 24"x 114" THK COPPER GROUND BAR. INSTALLED BY GENERAL CONTRACTOR 01 1- c00c 0 0 0 3 0 0 0 0 0000--_.•: l 0 00000 000000000000 U O C 0 0 0 0 O O 0C �._ J -- - - 24w•- .... _. _....... .. ... - ._.__ FIELD VERIFY �- #2 SOLID BARE TINNED COPPER WIRE CADWELD (TYPE-GL) --- 4 GROUND BAR CONNECTION DETAIL 2aM5CALE:NTS 11x17SCAUE-- i5 COPPER GROUND RING. TOWER GROUNDING SCHEMATIC 22x34 SCALE: NTS I11x17SCALENTS 0 1 0 fA O z O v L V r L � - w J Ill s V CEIVE r. ,a2�n`11TY %A lIAY wow PH:42&,W7.1732 F&vz4Z.4W.1734 START DATE: BRAWN BY JRF CHECKED BY. —w **ALA �. ExP9i6s____ RL7910G' SITE SC1808 (WA109) ENCHANTED PKWY 1741 S 35M ST FEDERAL WAY, WA 9MM SHEET TITLE GROUNDING DETAILS SHEET NUMBER E "2 Io 0 EXISTING 200 AMP PANEL CIRCUIT DESCRIPTION A B CIRCUIT OESCRIPTION SURGE SUPPRESOR 60A� 1 7 20A J LIGHTING 2 S 2QA GFI RECEPTACLE LUCENT UMTS CABINET 100A 3 9 30A BTS I 4 10 SUB -PANEL (SEE BELOW) 100A 5 11 30A BTS 6 12 - :f 'J, PROPOSED 100 AMP SUB -PANEL CIRCUIT DESCRIPTION A B CIRCUIT DESCRIPTION ARGUS TE20 PWR CABINET 30A 1 � 2 30A ARGUS TE20 PWR CABINET ARGUS TE20 PWR CABINET 30A 3 + B 4 ARGUS TE20 PWR CABINET ARGUS TE20 PWR CABINET 30A 7 �9 I 10 12 30A ARGUS TE20PWRCABINET f ♦_ _. .. ARGUS TE20 PWR CABINET 30A 11 14 16 30A ARGUS TE20 PWR CABINET --- - - ARGUS TE20 PWR CABINET 30A 15 18 ARGUS TE20 PWR CABINET _. 17 I 20 T30A ARGUS TE20 PWR CABINET 3('° 19 22 30A ARGUS TE20 PWR CABINET ARGUS TE20 PWR CABINET 30A 23 26 30A ARGUS TE20 PWR CABINET 2.5 28 27 l 0 o 30 ci o- - - 29 O o .. 32 t - C O - - - 31 34 33 36 37 38 ( 40 41 1 42 CIRCUIT PANEL SCHEDULE 2204 SCALE: NTS 111x17 SCALE: NTS EXISTING PRIMARY CONDUCTORS FROM POWER SOURCE - EXISTING 200A METER BASE EXISTING MIAN DISCONNECT PANEL f I EXISTING CONDUCTORS / EX STING GENERATOR MECHANICAL INTERLOCK • - RECEPTACLE e r — EXISTING 200 AMP 120/240V IPH 3W PANELBOARD 11/4" RMCW/(2)-#2THHN, i.._.. i (1) - #6 THHN AND (1) -#6 GROUND •� e 1 1DG�2P 700A.2P � I —u 30 AMP 2P CIRCUIT BREAKER (TYP OF 12) 2" RMC W/ (2) - #2 THHN, (1) - #6 THHN AND (1) - #6'QROUND TRANSITION FROM 2" RMC TO LIQUIDTIGHT FLEXIBLE METAL CONDUIT AFG, SEE NOTE 2. - - ARGUS TE20 SITE SUPPORT CABINET 2 ELECTRICAL ONE -LINE DIAGRAM 22x3d SCALE: NTS l lx17 SCALE: NTS 100AMP 120/240V 1PH. 3W,42 CCT PANELBOARD WITH NEMA 3R LOCKABLE ENCLOSURE EXISTING (1) - #4 AWG GROUND .r TO GROUNDING SYSTEM --- --- - 2' RMC W/ (2) - #2 THHN, (1) - #6 THHN AND (1) - #6 GROUND r TRANSITION FROM 2"RMC TO f LIQUIDTIGHT FLEXIBLE' METAL-' CONDUIT AFG, SEE NOTE 2. LUCENT UMTS MODULAR CELL CABINET NOTES. 1. SUBCONTRACTOR SHALL SUPPLY 36" OF WATERTIGHT FLEX CONDUIT WITH ALL CONDUIT FITTING (NUTS, REDUCING BUSHINGS, ELBOWS, COUPLINGS, ETC.) NECESSARY FOR CONNECTION TO THE EQUIPMENT CABINET. 2. SUBCONTRACTOR SHALL CUT, COIL AND TAPE A 10-FOOT PIGTAIL FROM END OF FLEX CONDUIT FOR TERMINATION BY EQUIPMENT INSTALLATION VENDOR 3. SUBCONTRACTOR SHALL SUPPLY AND INSTALLA2004 RATED NYLON PULL CORD FOR FULL LENGTH OF ALL EMPTY CONDUIT OR AS REQUIRED BY THE LOCAL UTILITY COMPANY. 1 K'61 J _1 -. i 1� PH:424 �II 421i�$7.1739 START DATE 091 DRAWN BY., CHECKED BY:ro ,yx'W o a 32 ¢ ExiNRES —_ tIQ175p'8 I SITE SC1806 (WA109) ENCHANTED PKWY 1741 S 3561h ST FEDERAL WAY, WA 98W3 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-3 P(�e- Y-A(?,p �A/l 1 3 - C Ill Z-Y (ZO) S357- Z7-70 2a-3 835- �u CIO w Cn w O cn 0 C 2 TI m 0 m D r i< D I" CTI 'o w W v 00, O O> w of A N O O 0 O CITY OF A Federal November 2, 2005 Mr. Paul Wozniak Odelia Pacific 208 Westlake Avenue North Seattle, WA 98109 CITY HALL 33325 8th Avenue South • PO Box 9718 y Federal Way, WA 98063-9718 (253) 835-7000 www. cityoftederaiwa y. com Re: PREAPPLICATION CONFERENCE MEETING — Files 05-105502-00-PC (South 288`h Street PWSF); 05-105503-00-PC (Enchanted Parkway PWSF); 05-105504-00-PC (Steel Lake PWSF); 05-105505-00-PC (Northeast Tacoma PWSF); & 05-105506 (Lakota PWSF) Mr. Wozniak: I have been assigned project planner for the preapplication conferences referenced above. You are listed as the applicant and project contact for these projects. In order to keep the review process as efficient as possible, I have scheduled all five projects for one, hour-long conference. Your preapplication conference with the City's Development Review Committee (DRC) has been scheduled for: November 17, 2005 — 9:00 a.m. — Hylebos Conference Room Federal Way City Hall 33325 8t1i Avenue South PO Box 9718 Federal Way, WA 98063 Please confirm your attendance at ieff..iohnson@cityoffederalway.com, or 253-835-2626, and let me know how many people will attend the meeting with you. Please check in with the receptionist in the Permit Center when you arrive for the conference. We look forward to meeting with you, and in the meantime, if you have any questions, feel free to call or e-mail. Best ar Jeff O. Johnson Associate Planner c: Phillip Kitzes, PK Enterprises, 23035 SE 263�d Street, Maple Valley, WA 98038 Doc. 1 D. 33887 A�� C'!f4' OF Federal MASTER LAND USE APPLICATION DE " nMMMTYDEVELOPMENT SERVICES , �' - 33325 Wh Avenue South PO Box 9718 OCT 2 6 2005 Federal Way WA 98063-9718 253-835-2607; Fax 253-835-2609 CRY OF FEDEfIAL www.ci offederalwa .com BUILDING DEFT. �!Y 'IliAPPLICATION NO(S) �9 �_ 5 Vy Date . 0 ,A 05 Project Name CL. [� �(� j �- W 4 10 1 Property Address/LocationSt Parcel Number(s) Project Description y 0 rKM 1 Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference 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 Zoning Designation komprehensive Plan Designation >06)Valne of Existing irnproveuients i! Value of Proposed Improvements International Building Code (IBC): Occupancy Type Construction Type Applicant e, - 0c-e-v ck �� ht��ec� �C��Lrl�(J� Name: � 1 Address: 10 _--3 5 of UU City/State: p,,,)�A0y\d Zip: Q q U Phone: �, Fax: C� Email: 5WtAo�orra�ftg Signature: Agent (if different than A� pplicant) ((°° Name: PG 01 W o � h ► � �'� - erk l CU Pax- i `_ 1 C, Address: �O c6 (J e S-f-1 � K e, AVZ, AJ City/State: s cep+he, &04 Zip: Phone: q IO2 Fax: ?\0 6 _ 4- 47 3 ` 3 �! Email: ';. o6 -A ct G _ 3$ �� Signature: pwoe edK � .� r r z Owner Name: R L, Tro cz, Y\ N 7 Address: 711 City/State: Zip: Phone: �( 46 00 f3 Fax: Email: f Signature: ao Bulletin #003 - August 18, 2004 Page 1 of 1 k \Handouts\Ivlaster Land Use Application �jFCENED O C T 2 9 209K ENTERPRISES CITY OF WAY BUILDNG DEPT. October 28, 2005 Mr. Greg Fewins, Deputy Director City of Federal Way Community Development Department 33325 8t" Avenue South Federal Way, WA 98063 b6 - I OS'D- RE: Ciingular Project -Maintenance and Upgrades to Existing Wireless Facilities within the City of Federal Way. 9��3'ZZC-A-A - 611 Dear Greg. I spoke with Jim Harris this morning and he suggest 1 get in touch with you with regard to a wireless project I am currently assisting on for Cingular. There are 4 existing sites within the city that require upgrading of both antennas and ground equipment and need some assistance as to the submittal requirements. The modifications include removal and replacement of antennas (similar in size) and additional ground equipment (also area for future cabinets) within the existing leased compound. At this point, there will be no modifications in the lease area; thus, the existing screening will remain in tact. Thank you for your consideration and we look forward to your response. I amavailableeel to meet with you and/or your staff on this issue. If there are any questions, pleas free to contact me at (206) 227-7445. Sincerely, PK ENTERPRISES 41 PHILLIP KITZES 23035 SE 263 d STREET • MAPLE VALLEY, WA • 98038 PIIONE: 206.227.7445 • PAX: 425.432.9397 • PKENTERPRS@AOL,COM