Loading...
HomeMy WebLinkAboutPermit D04-353 - AT&T WIRELESS - FENCE AND BARBED WIREA T & T WIRELESS 15820 TUKWILA INTERNATIONAL BL D04 -353 QZQ re 2 6 JU 0 y W= J Nu WO u. Nd = W' ZF. F- O WI- U 0 WW. V. L0 " Z co OH z J ��1lLA, M wq .:. ,City of Tukwila S teven M. Mullet, Mayor o 2 Department of Conuntrnity Development Steve Lancaster, Director a ) 6300 Southcenter Boulevard, Suite #100 N= Tukwila, Washington 98188 !.., Phone : 206- 431 -3670 1908 Fax: 206- 431 -3665 Web site: cOukwila.wa.us I DEVELOPMENT PERMIT r Parcel No.: 2223049102 Permit Number D04 -353 Address: 15820 TUKWILA INTERNATIONAL BL TUKW Issue Date: 12/01/2004 Suite No: Permit Expires On: 05/30/2005 Tenant: Name: A T & T WIRELESS SERVICES, LLC ! Address: 15820 TUKWILA INTERNATIONAL BL, TUKWILA WA Owner: ! Name: STERLING RECREATION Phone: Address: PO BOX 91723, BELLEVUE WA Contact Person: Name: JEFF SMITH Phone: 206 342 -6397 Address: PACIFIC TELECOM SERVICES, LLC, 568 FIRST AV S, #650 Contractor: Name: WREN CONSTRUCTION INC Phone: 206 - 200 -2143 Address: 1108 RUCKER AVE, EVERETT, WA Contractor License No: WRENCI *01386 Expiration Date: 01 /26/2006 I DESCRIPTION OF WORK: PROPOSED COMPOUND AT BASE OF EXISTING MONOPOLE FOR RADIO EQUIPMENT TO CONSIST OF 6 CHAIN LINK FENCING WITH 3 STRANDS OF BARBED WIRE ON TOP. Value of Construction: $1,500.00 Fees Collected: $114.72 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: Occupancy per IBC: 0008 Public Works Activities: i Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 C.Y. Fill 0 c.y. ! Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: i Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N doc: IBC-Permit D04 -353 Printed: 12 -01 -2004 i Ir Z ~w 0 00 ~ w CO W w 0 U. co D = �w Z 1-0 Z r` W 25 0� o11.- w U- O Iii U= OH Z C ity of Tukwila S teven M. Mullet, Mayor Departnietit of Contntttttity Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: ci.tukwilama.its Permit Number D04 -353 Issue Date: 12/01/2004 Permit Expires On: 05/30/2005 Permit Center Authorized Signature: Date: 7�/ D I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature Date: Print Name: -� Q "� ~1 P o- t This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Z Z �W � U N w= J ii,- CO U. W O La U) = �W Z� f- O Z w U� ON 0 H WW �U LL — O: w Z O F- Z doc: IBC-Permit D04 -353 Printed: 12 -01 -2004 y ..�- City o f Tukwila i�a6 Department of Community Development 1 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 2223049102 Permit Number D04 -353 Address: 15820 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 09/20/2004 Tenant: A T & T WIRELESS SERVICES, LLC Issue Date: 12/01/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 8: The slats must be installed in the existing chain link fence and painted the same color as the existing enclosure. * *continued on next page ** doc: Conditions D04 -353 Printed: 12 -01 -2004 z w UO cA 0 J = H LL w �Q co �. = �. w z f- t— O z f- w W U� O- 0 tr- ww LL O . z .. w U= O F- z �...Q City o Tuk wila f 1 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Date: Print Name : 'J \-��G� doc: Conditions D04 -353 Printed: 12 -01 -2004 z �Z '~ w UO CO a' U) J iF CO LL W O LL CO = F . w Z H O z �. W 2 �, U O N 0 H. W u' O. LLI z U= O z ILA, was o z k � �eoe Building Permit No. : Mechanical Permit No. Public Works Permit No. Project No. For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION V;. t„ a Aco,,, I Tav xr„ . 22 2 304 - 9nq /x$20 P4 Ut =rL �F�.lY S o U T�I ._... � __...... Site Address Suite Number: Floor: Tenant Name 1 �,J(R���r�SS S E2y►e 5� L 4 - C - New Tenant: .Yes []..No Property Owners Name: SiE2�ll`�y REKFe'r`r ORGArJtz Mailing Address Po Bo g17 oo9 City State zip CONTACT PERSON Name: a -, m t i . f TS Day Telephone: 2b& 3V y - G 3 9 1 Mailing Address 5 >ci 2s`r ✓E,v �l E sou &Sa SCA r Tam Wk 7 0 Z $DV n City state Zip E -Mail Address _) S M'th C . P'��a - Gdt Fax Number: 403 — is 6 GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name Mailing Address City state Zip Contact Person: Day Telephone: E -Mail Address: T D Fax Number: i Contractor Registration Number: 6 J ) Expiration Date: !F22 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company N Mailing Address G/ 0 .2s f /A✓j�jq sou - sl �I bSV sue, - L>✓ t JA 9gloq -. Contact Person: S iEd�5' 175111AA(LA E -Mail Address AA g- 0, City State Zip [0 Day Telephone: 'Zpo 3�?- 96oa ,X $D/ Fax Number: ZO(y 9 513 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Company Name Mailing Address City State up Contact Person: S 1 - -l/E Day Telephone: 26& 3q2 c 1eVO E -Mail Address- fi tai Ott AA VA l� �WA -" _- Fax Number: Z0& -- q',03 8 \applications\pcnnit application (7 -2004) Pan 1 aso4 Z W � D JU 0 �Cl Lu J = H NU- WO 7 LLQ to D 2 �W Z F- F- O Z F- w w U� O U)_ H W HF- U- O w Z U= O Z (r� 1 � 1 r ./ . BUILDING PERMIT INFORMATION — 206431 -3670 Will there be new rack storage? If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelli g, provide the following: t/ Lot Area (sq ft): '4 Floor area of principal dwelling: d 1 AP Floor area for accessory dwelling: *Provide documentation that shows that the princi 1 owner lives in on of the dwe ings as his or her primary resi nce. Number of Parking Stalls Provided: Standard: Compact: /" Handicap: Will there be a change in use? ❑ ..... Yes �&No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ ... Sprinklers ❑ ... Automatic Fire Alarm one ❑ ... Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ...Yes No If "yes ", attach list of materials and storage locations on a separate 8 -112 x I1 paper indicating quantities and Material afety Data Sheets. tnpplications*nnit application (7.2004) Paee 2 Z ~w JU 0 N U) LLJ J = H CO W WO Ua c c = W H Z P H O Z H W �5 U� O- Q I.— WW H0 O 111 Z CO O Z Valuation of Project (contractor's bid price): $ `30J.00, I Existing Building Valuation: $ 1 4v Scope of Work (please provide detailed information) Ur'1 S f �etl �2�eCp'''wt y ntG h�tS 4e- I /i4:4 (!6xstshn� aF - �- f��r�e se�-� cwt.l -�K�4 4rray wry - �o�r4n'�en.�GS ��' Sear' Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 2" Floor 3` Floor Floors thru Basement A 12 Accessory Structure* Attached Garage Detached Garage Attached Carport / Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelli g, provide the following: t/ Lot Area (sq ft): '4 Floor area of principal dwelling: d 1 AP Floor area for accessory dwelling: *Provide documentation that shows that the princi 1 owner lives in on of the dwe ings as his or her primary resi nce. Number of Parking Stalls Provided: Standard: Compact: /" Handicap: Will there be a change in use? ❑ ..... Yes �&No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ ... Sprinklers ❑ ... Automatic Fire Alarm one ❑ ... Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ...Yes No If "yes ", attach list of materials and storage locations on a separate 8 -112 x I1 paper indicating quantities and Material afety Data Sheets. tnpplications*nnit application (7.2004) Paee 2 Z ~w JU 0 N U) LLJ J = H CO W WO Ua c c = W H Z P H O Z H W �5 U� O- Q I.— WW H0 O 111 Z CO O Z Valuation of Project (contractor's bid price): $ `30J.00, I Existing Building Valuation: $ 1 4v Scope of Work (please provide detailed information) Ur'1 S f �etl �2�eCp'''wt y ntG h�tS 4e- I /i4:4 (!6xstshn� aF - �- f��r�e se�-� cwt.l -�K�4 4rray wry - �o�r4n'�en.�GS ��' Sear' PUBLIC WORKS PERMIT INFORMATION - 206433 -0179 Scope of Work (please provide detailed information): Call before vout Dia: 1- 800424 -5555 I Please refer to Public Worki Bulletin #1 for fees and estimate sheet. I Water District ❑ ... Tukwila ❑ ... Water District #125 ❑ ... Highline ❑ ... Renton ❑ ... Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... ValVue Renton El ... Seattle E3 ... Sewer Use Certificate ❑ ...Sewer Availability Provided Approved Septic Plans Provided ❑ ... Septic System - For oncite septic system, provide 2 copies of a cur nt septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑...Civil Plans (Maximum Paper Size -22" x 34 ❑ ...Technical Inbrmation Report (Storm Drainage) El ... Geote hnical Report ❑ ...Traffic Impact Analysis ❑ ... Bond ❑... Insurance ❑ ...Easement(s) [3 ... Mainte ance Agreement(s) ❑ ...Hold Harmless Proposed Activities (mark boxes that ❑ ... Right -of -way Use - Nonprofit for less than 72 hours ❑... Right -oi ❑ ... Right-of-way Use - No Disturbance ❑... Right -o i ❑... Construction/Excavation/Fill- Right -of -way Non Right -of -way ❑ ... Total Cut cubic yards El ... Work in ❑ ... Total Fill cubic yards El ... Storm D ❑ ... Sanitary Side Sewer ❑ ... Cap or Remove Utilities ❑ ... Frontage Improvements ❑ ... Traffic Control ❑ ... Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ ...Abandon Septic Tank ❑ ...Curb Cut ❑ ...Pavement Cut ❑ ...Looped Fire Line is] ❑ ... Permanent Water Meter Size... I I WO #_ El ... Temporary Water Meter Size.. WO# ❑ ... Water Only Meter Size............ WO # ❑ ... Sewer Main Extension ............. Public Private ❑ ... Water Main Extension .............Public Private i FINANCE INFORMATION I Fire Line Size at Property Line Number of Public Fire i ❑ ... Water ❑ ... Sewer ❑ ... Sewage Treatmer Monthly Service Billing to Name: r Mailin Address: Day Telephone City state Zip Water Meter Refund /Billing: Name Day Telephone Mailing Address City State Zip i 1 �applications\pcnnil application (7 -2004) Pace 3 ,�. �. • +t "..;y.atiia �t; aL..'J. w. <s.4t..t:t�A: t. .rU.�hW.n•rG'YiCM,i, •1,... al.a. .axr:.t.wr «a �.1.t aiw�a. o.. a: :::a:.fxi...ca.uc'nw:+:�Ci:Lfnr , (�::+lx.e+l • :'W+y"[wr::lG�al.t 5.r�r+rrsb.�:..i.mt5iu Use - Profit for less than 72 hours Use— Potential Disturbance Zone ❑ ...Grease Interceptor ❑ ...Channelization ❑ ...Trench Excavation ❑ ...Utility Undergrounding ❑ �.Deduct Water Meter Size ......... " ZZ �- Z W QQ� JU UO CO)O C0 W J = H CO W WO LL. Q C0 = CY �W Z H H O Z F— W UJ U� N. � I— W W 5 1-- L O .Z W CO O Z MECHANICAL PERMIT INFORMATION — 206431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name:, Mailing Address City state Zip Contact Person: Day Telephone: E -Mail Address: Contractor Registration Number: * *An original or notarized copy of current Washington State Valuation of Project (contractor's bid price): Scope of Work (please provide detailed information): Fax Number: _ Expiration Date: License must be presented at the time of permit issuance ** Use: Residential: New .....0 Replacement Commercial: New ..... 0 Replacement .. Fuel Tyne Electric ...... 0 Gas ..... 0 Other: Indicate type of mechanical work being installed and the quantitylbelow: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: t Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU F u ma c e>IOOK BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall /Floor Mounted Heater Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood Water Heater 50+ HP /1,750,000 BTU Heat/Refrig /Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator - Comm/Ind Other Mechanical I Equipment PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review- Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZ Signature: Date: / 7,0V Print Name:. Mailing t: Sw• t i t W Day Telephone: 2oto 2 (D 3 q 5 �bg t=i�25 % ��UE Soa i d s �'"it� W C) a t 6� - zsco City State Date Application Accepted:: Date Application Expires: Staff Initials:. \applications\permit application (7.2004) Pace 4 hn.'�zl. z..�ax,.�, ✓..?i.„ ..Y 3. GtL' u. if' d« h:,; i. Ydai: e.: e... tlYviiFr'ik"0`'i2't?r�:�;�...�, " dP3GL�i1s}S ri to "_ Z W _U UO U) 0 C0 W J = CO W WO 9 J LL < lA = �W Z F- Z� W U� O� 0 I W W F- �- O W Z v C0 P O Z %IA& �..� City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2223049102 Permit Number D04 -353 Address: 15820 TUKWILA INTERNATIONAL BL TUKW Status: APPROVED Suite No: Applied Date: 09/20/2004 Applicant: A T & T WIRELESS SERVICES, LLC Issue Date: Receipt No.: R04 -01607 Initials: SKS User ID: 1685 Payment Amount: Payment Date: Balance: 64.72 12/01/2004 10:51 AM $0.00 Payee: DANIEL E. HAGY TRANSACTION LIST: Type Method Description Amount Payment Check 5503 64.72 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 60.22 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 64.72 z Z QQ JU 00, N W= J � w L L U� = �W z F ... I- O z F-- w Ljj U 0 U �- W LI J U. O LL1 Z O z �J�Wti� Win G 1 Ci of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT j Parcel No.: 2223049091 Permit Number: D04 -353 Address: 15820 TUKWILA INTERNATIONAL BL TUKW Status: PENDING r Suite No: Applied Date: 09/20/2004 Applicant: A T & T WIRELESS SERVICES, LLC Issue Date: Receipt No.: R04 -01268 Initials: SKS User ID: 1165 Payment Amount: 50.00 Payment Date: 09/20/200411:28 AM Balance: $64.72 Payee: JEFF SMITH i TRANSACTION LIST: Type Method Description Amount -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Cash 50.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 6.58 PLAN CHECK - NONRES 000/345.830 43.42 Total: 50.00 ! - r 09.x 9716 T OTAL. 50 i doc: Receipt Printed: 09 -20 -2004 I , �5 _ t z ; - Z Ix WW i UQ to wz S� 2 W O. LL a to =) = F- _ Z �. F- O z F-' U� O C O 1— . W LL O W z. H H O z INSPECTION RECORD =, Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 =3670 Pr ject: T WiYelQS�s YV icf' S Type of Inspection: r- j Finci1 Address: P E — r 1 13 Date Called: 2 -) 7 r0 -5 Special Instructions: Date Wanted: 9- a, . .m Requester: Kca - _ Phone No: 425 1 54- 6 �pproved per applicable codes. Corrections required prior to approval. COMMENTS: a -pvyy\�-v=-Yvl� 1 -P. 1 ' VN f Inspector: r" Date: ,- $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: z W U0 J NU- WO La d �_ Z 1... H O W ~ W U� O- o I- W LLl H� u_ Z LLl CO) O H Z I l INSPECTION RECORD 35 3 Retain a copy with permit INSPECTION NO. PERMIT N . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31 -3670 Project: IA--�- Type of Inspection: Address: Date Called: I Special Instructions: Date Wanted: a.m. - p.m. Requester: Phone No: Fl Approved per applicable codes. FI Corrections required prior to approval. MMENTS: i I>f . Inspecto � Date: ) - \ - U'� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z F- �~ W IY � JU U N Co LU J H TLL w 0 } J U- ¢ to �. = II.-W Z F- t— O LU Z F- �5 U� 0 co 0E- LU 111 H LL 111 Z Cl) O F- Z INSPECTION RECORD Retain a copy with permit -353 INSPECTION N0. PERM� CITY OF TUKWILA BUILDING DIVISION 9 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: % 2�5L Type of Inspection: el � / (7 " -(, Address: gate Called: Special Instructions: Date Wanted: a. m. 70 - () p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. ,16.0 7 7 - off" ff !�'.00 REINSPECT N FEE REQUIR D. Prior to inspection, fee must be f paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: '1 z �Z '~ W �U UO NU J fA LL WO 9 L L Cl) = a �W I'— O z�_ 2� U� ON D F— WW H LL Z U= O z INSPECTION RECORD .. ".,._. _ __.�,_.....- Retain - i-nnv with narmir i INSPECTION RECORDS ' Retain a co with copy th permit INSPECTION NO. PERMI O. CITY OF TUKWILA BUILDING DIVISION !� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 (; Project `y- f�tr Type of Inspectio Pc el / { l M `4 Address: I spa o 7� Date Called: Special Instructions: Date Wanted: a. m. 0`0 P.M. Requester: Phone No: D Approved per applicable codes. O Corrections required prior to approval. — C"; — 1H Inspector. r Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z �~ W UO ND ca ILLI �L W O. LL co d = W H W° W U ON 17 E- WW LL Z U= O Z INSPECTION RECORD 5 Retain a copy with permit INSPECTION NO. PE MIT CITY OF TUKWILA BUILDING DIVISION J�t� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj ct� Type of In pection:. A dress: t5 (2ao TI. Date Called: a Special Instructions: I &/2POS& b�P 'V,VA a i Date Wanted: ,,� nn ,rn. Requester: P o e No:' r 7 OS Approved per applicable codes. Corrections required prior to approval: I% COMMENTS: rDf r fC P 1 V) e. ►i G psi- Irn ' P S, P t . Inspector: Date: I� —c�0-01.1. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z W _U UO 0 W N WO 9� LL � = W Z f.. ZO �5 U� C0 o� WW H L). tll Z U= O Z GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION oC,�ly � January 7, 2005 KA No. 096 -04345 Permit No. 004 -353 Q Annemarie Montera WREN CONSTRUCTION, INC. 2720 Oakes Street Everett, WA 98201 �KXaZan &ASSOCIATES, INC. � RE: Final Letter Riverton Heights Cell Tower 15820 Pacific Highway South Tukwila, Washington Dear Ms. Montera, In accordance with your request and authorization, we have performed periodic special testing and inspection services for the above referenced project. The special inspections for this project were: • Reinforcing Steel • Concrete Placement To.the best of our knowledge, the above referenced items have been found to be in general accordance with the approved plans and specifications. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at (425) 485 -5519. Respectfully submitted, KRAZAN & ASSOCIATES, INC. G Martin Mundy Project Manager Pacific Northwest Division MD/bd cc: CITYOF 19501 -144 Avenue NE #F -300 • Woodinville, Washington 98072 • (425) 485 -5519 • FAX (425) 485 -6837 s With Offices Serving the Western United States i 09604145 Final Letter Z �Z '~ w � JD UO No W _. H Nw W J L? =a �w Z F- O Z �— w w U� O N 01— W Lu � O W Z U= O Z .f K& ASSOCIATES INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION January 17, 2005 KA No. 026- 1 Pe Ilia Annemarie Montera WREN CONSTRUCTION, INC. 2720 Oakes Avenue R r '' - FD Everett, Washington 98201 I JA N 2 h 2001 RE: Construction Testing and Inspection DEVELOPMENT Riverton Heights Cell Tower 15820 Pacific Highway South Tukwila, Washington Dear Mr. Moritera, In accordance with your request and authorization, our firm performed construction testing and inspection for the above - referenced project. The inspections were performed by our inspectors on December 20, 2004. The following report is attached: • Report 47791 dated December 20, 2004 If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRA SSOCI ES, INC. Ryman Mercer Project Manager Pacific Northwest Division RM /ga Enclosures cc: CITY OFMKWILA a O f f i c es Serving The Western United States 19501— 144' Avenue NE 11 F -300 • Woodinville, Washington 98072 • (425) 485 -5519 • Fax (425) 485 -6837 09604345ditdoc Z Z }= Z �w u� D JU UO 0 w� � W O' U. co)a LU Z f- F_ O Z 2 :. U(3 O -, off wW �z Cl) U =, O ~. Z KraZa11 & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /,Z PROJECT #: 7 Q4 _ 2V3y'5' PROJECT : / I ` 7 .Toe 7�g LOCATION: 159-& PAc( KRAZAN PROJECT MANAGER: FIELD REPORT NO 47791 CONTRACTOR: W/ Y JURISDICTION: ''u fir, ✓��ti' PERMIT #: Aq`r 3-S5 INSPECTOR: C-1- L- WEATHER: K'L4 A2 TEMP: A5 26 u 6 - STE.D I 0 2 �'O(VC2 F. T ! , 'LAC ! 02 1 1- 2- / O uli° /Y1� .V ( / /.,� ✓. � % F CG C' OA r c /L rr! � i - �r - o 07Svo To the best of my knowledge, the abov (3� WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent /Representative: Technici 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 Id 1 II CA 95652 4221 Brickell St., Ontario, CA 91761 • (909) 974.4400 1501 -15* St. NW Suite 106, Auburn, WA 98002 • (253) 939.2500 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 0 (360) 598.2126 19501.144* Ave. NE #f -300, Woodinville, WA 98072 • (425) 485.5519 5808 Price Ave. 8 g. 1016, McC a an, - 1- Revision 0 Effectiae Date 8/16/02 The information provided on this report is prepared for the exclusive use of the client This report nay not he reproduced in any format without the written pentusstor of the client and Kazan & Associates ';sy � �!MlAt�f'"Ca�14�Ae`Y�kK . •T4t�'r.....�r�1.��w . w. a.. a ra�;tswe «mrr«�zr.nc :trK�nz .. ��"r�'KNn'3;!�tb',�! , ,�"rti�, i z Z �W QQ UO N J_.. NU WO 95 LL Cl) =w z� t= O z t-- W U� ON 0 t- WW H~ � O z W U= O z , Q R �Cz & ASSOCIATES INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING 4 1, i M CONSTRUCTION TESTING & INSPECTION F <ON�� NT December 30, 2004 Annemarie Montera WREN CONSTRUCTION, INC. 2720 Oakes Avenue Everett, Washington 98201 RE: Compressive Strength Test Results Riverton Heights Cell Tower 15820 Pacific Highway South Tukwila, Washington Dear Mr. Montera, KA No. 096 -04345 Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be.of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN ASS CIATES, INC. Ryman Mercer Project Manager Pacific Northwest Division FLNI/ga Enclosures cc: CITY OF TUKWILA Offices Serving The Western United States 19501 -144` Avenue NE # F -300 • Woodinville, Washington 98072 • (425) 485 -5519 . Fax (425) 485 -6837 0960434S bik.doc z z o: 2 D 00, N J � CO) LL w J LL co)d LLI z� �-O z i— U� O� Q I-- w LL O z CO z E r izan t& Associates, Inc. 19501 -144th Avenue NE #F -300, Wo odinville, WA 98072, (425) 485 -5519 Project No 096 -04345 Cyl. Code 18025 Pour Date 12/20/04 Report No 7500 Weather Clear Jurisdiction City of Tukwila Permit No. D04 -353 Project Riverton Heights Cell Towe Engineer Name Location 15820 Pacific Hwy S Architect Name client Wren Construction contractor Name Field Data Design CYLINDER REPORT Weights Concrete X Other 6001 Cem. lbs. Supplier Stoneway Plant No. 11 Site Mix C. agg. lbs.1 3/4 1888 Mix Air Unit C. agg, lbs. 3 Slump Temp. Temp. wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 1:50 409 478702 3.9 3.75 60 50 (Placement Area Location Poured equipment pad. Resteel conformed to approved plans. Remarks Please refer to Field Report No. 47791 Inspector C Monacelli Reported Batch Data Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 Other Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. 12/21/04 i j Cyl. Test Field Max. Camp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type Test Methods 18025 -1 12/27/04 7 3.989 12.50 1.0 60640 4,850 1 CM 2 X ASTM C39 18025 -2 1/17/05 28 ASTM C109 18025 -3 1/17/05 28 ASTM C617 j 18025 - H X ASTM C1231 18025 -5 ASTM C780 18025 -6 Other 18025 -7 18025 -8 Test Results Remarks Conforming Results Reviewed By �/-- Date Reviewed Non - Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear < 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +/- 8% Form 03101 Revision 2 Effective Date 12/02102 The Information provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced In any format without the written permission of the client and Krazon d Associates. z z �W 00 (/) W= J I... In u- WO La C0 = �. W z I— HO w w 00 O- 0 ir- W W H� u- O z w U= O F- z ..AC7 Jyik,+7(Y .1Q'34,"{:,{! !•' Af�91'' N7R?•t?!ik4+12, %ipS�'ttflaNA99fR . :9Y71 ----- 1 Design Actual Weights Weights Mix No 6001 Cem. lbs. 563 F. Ash lbs. C. agg. lbs.1 3/4 1888 C. agg. lbs. 2 C. agg, lbs. 3 Sand lbs. 6.30% 1378 Water lbs. 230 Air Ent. (oz) 40 Oz other (oz) c/c 18.24 oz Other (oz) Other(oz) Other (oz) Water Added on Job (gals.) 10 gal Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 Other Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. 12/21/04 i j Cyl. Test Field Max. Camp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type Test Methods 18025 -1 12/27/04 7 3.989 12.50 1.0 60640 4,850 1 CM 2 X ASTM C39 18025 -2 1/17/05 28 ASTM C109 18025 -3 1/17/05 28 ASTM C617 j 18025 - H X ASTM C1231 18025 -5 ASTM C780 18025 -6 Other 18025 -7 18025 -8 Test Results Remarks Conforming Results Reviewed By �/-- Date Reviewed Non - Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear < 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +/- 8% Form 03101 Revision 2 Effective Date 12/02102 The Information provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced In any format without the written permission of the client and Krazon d Associates. z z �W 00 (/) W= J I... In u- WO La C0 = �. W z I— HO w w 00 O- 0 ir- W W H� u- O z w U= O F- z ..AC7 Jyik,+7(Y .1Q'34,"{:,{! !•' Af�91'' N7R?•t?!ik4+12, %ipS�'ttflaNA99fR . :9Y71 ----- 1 i i P ROT COORD COP" PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -353 DATE: 09 -20 -04 PROJECT NAME: A T & T WIRELESS SERVICES, LLC SITE ADDRESS: 15820 TUKWILA INTERNATIONAL BLVD X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued DEPARTMENTS 0 I V 1 U v ^ U -o Buildi ision � Fire Prevention Planning Division 0 Public Works t2am 1�yr Structural ❑ Permit Coordinator - DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -21 -04 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc PERMIT C O O R D COPY 2 -28.02 DATE: DUE DATE: 10 -19 -04 Not Approved (attach comments) ❑ z '~ w � D JU UO N co W J = I-' Co LL w LLQ co = F - w Z F- 0 w ~ w MQ UC3 co D F- wW LO .z w U= O z Look Up a Contractor, Electrir�n or Plumber License Detail Page 1 of 3 Topic Index Contact Info I Search Home Safety Clafms & Insurance Workplace Rights '4 Trades 8 Licensing Find a Law or Rule Get a Form or Publication. Look Up a Contractor, Electrician or Plumber General /Specialty Contractor A business registered as a construction contractor with L81 to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. { License Information License WRENCI "01366 Licensee Name WREN CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601925797 Verify Contractor Premium Sates Ind. Ins. Account Id Business Type CORPORATION Address 1 2720 OAKES AVE STE B Address 2 City EVERETT County SNOHOMISH 4 State WA Zip 98201 Phone 4252521282 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 1/26/1999 Expiration Date 1126/2006 Suspend Date Separation Date Parent Company Previous License Next License WRE.INCL0020K Associated License Business Owner Information https: // fortress .wa.gov /lni /bbip /detail.aspx ?License = WRENCI *013B6 Z Z' �w �U UO CO .J CO U. W O OC u_ N CY —W t— _ Z� UJ5 U� O� OH W LL O ui Z U= O Z DEC -01 -2004 WED 10:51 AM WREN CONSTRUCTION INC, FAX N0, 4252522860 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS COL9.ST CONT. GENERAL ,.. REGTS'�:::'' : ; '• ` : DATE EFFFCTI ATE 033B6.; ? 01126!1699 WREN CONSTRUCTION INC 2720 CAKES AVE STE B EVERETT WA 98201 P625 -042-040 (8197) a 3 r,17y nF riiKWII A DF C 0 2004 pERM17- CENTER Detach And Display Certificate z Z' � JU UO. N C0 w J I--' S2 u- w O u? U) =W z� Wo W U� ON WW F- u- O •z W U= O z REGISTERED AS PROVIDED BY LAW AS -. CONST •CONT * GE1�7FRAI,• • Please Remove ••�;- •• , :'- . '•REGIST•.: # : '. .EXP. DATE And Sign _ , ' _.� —• _ _ CC 01 WRENC 1 * 013 B 6 01/26/2006 Identification • ' �'�': ,.'. EFFFC DAT- 8 01/,26/,x.999 Card Before _ , . .... ;; _ --� WREN CONSTRUCTION INC Placing In .--- 2720 CAKES AVE STE B Billfold �, EvEm �' � WA 9A201 = z Z' � JU UO. N C0 w J I--' S2 u- w O u? U) =W z� Wo W U� ON WW F- u- O •z W U= O z AT &T-WIRELE S SERVICES, L.L.C. p uADI \0 Ql'r Kl"RA C m 0771 lAlAQf%f%n pp A f 1 • / / • • • • i - • P" VPF 1 1 1 • _• _ 1 or f 1 • 1 MY � SITE NAME,: RIVERTON HEIGHTS I 1'ROJ1=.C1 INFORMA - FIC , N i PROJECT DESCRIPTION: AWS PROPOSES TO CONSTRUCT AN UNSTAFFED TE 1 I DATE ,ARCHITECT CONSISTING OF A 3- SECTOR ANTENNA ARRAY WITH (4) ANTENNAS P R SECTOR A THOMAS R. MOLLA NO, AIA MOUNTED TO AN EXISTING 100' -0' A.G.L. MONOPOLE WITH RADIO EQUIPMENT f RLR c/o PACIFIC TELECOM SERVICES. LTC CABINETS LOCATED NEAR THE BASE OF THE SAME MONOPOLE WITHIN A PROPOSED ISSUED FOR K 1O AND CM"N7 568 FIRST AVENUE SOUTH. SUITE 650 COMPOUND EXTENSION OF AN EXISTING COMPOUND. 6�M SITE ADDRESS: 15820 PACIFIC HIGHWAY SOUTH F 2 CONTACT: STEVE ISHNIARA TUKWILA, WA 98188 JRfl PROPERTY OWNER: STERLING REALTY ORGANIZATION FAX: (206) 903 - P.O. BOX 91723 EMAIL fSHIIIHARAOPTSWA.COM BELLEVUE, WA 98009 PHONE: (206) 455 -8100 : CONTACT: WAR PARKS APPLICANT- AT&T WIRELESS SERVICES ! 2729 PROSPECT PARK DRIVE " RANCHO CORDOVA, CA 95670 PROJECT CONTACT: JEFFREY SMITH PHONE: (206) 342 -9000 EXT: 397 EM IL: JSMITHOPTSWA.COM LAIITUDE: 47' 27' 45" LONGITUDE: 122' 17' 16 LAT /LONG TYPE: NAD 83 ELEVATION: 334' AMSL TAX IA. NUMBER: 222304 -9091 CURRENT USE: 1E.LfiMMUNICATIONS FAICIIM � PIlppp�Ep LM 1111111MOMMUNICATIOW FACKM LONER: PK 4 lam T# �AtMIMIgN: a" OF TUKWILA ZONING RC ; APPLICABLE CODE: 1197 U6C 4 CONSTRUCTION TYPE: V - N OCCUPANCY TYPE: UNOCCUPIED Plt0la? AREA: APPRO'X 216 S.F. WVATION: «3O,ow 0 :URRENT ISSUE: REVISED (Z) FINAL CONSTRUCTION DRAWINGS DRAWINCI INDEX VICINT NAAP r a --tn ; -.--T- -- 150th St . if- (( }} X11 � •� '� 154th SL i ` Sig ��Tt>ilwnl• \ �� ._.rte �� � f • � � "~ ,~� 11:51! 15:iA' �. SITE t I st . - ..ice+ C^y an" f/ - C �"'t�' . ` , .•, � ; � �� -- �� I .: �' +� Crystal � t •` . \; !P#Wvs Patk I . '�,• . .--. LJ .fig ? 1 th Li ''EMI I t ti I ` j 5••Tat t i I v 4s $t 4v � }I r ! .t lBIZI'VINCI lSIRE.0 HON FROM SEA AIRPORT TAKE wA -518 E. TAKE THE WA -99 S. EXIT. MERGE ONTO WMMAT04ft BLVD./TLWWILA INTERNAMNAL BLVD. /PACIFIC MWY. S. TURN LEFT ON S. IWTH ST. TURN LEFT INTO COMMERCIAL CENTER. SITE IS LOWED AT NORTH EAST CORNER OF PARKING LOT. r T HIE INtR0►RM/1T10N CONTAINEO IN TPIIS SCT Of CONSTRUCTION DOCUMENTS if PROWRIET*Ay DY N/AT�}tE. AlyY utsE OR QI0CS.4iv1tE 0 TfN1 TI*tN1 WhlfICM TO VITLE SHEET AND GENERAL. INFORMATION GO1 GENERAL NOTES G02 GENERAL NOTES :"' - -' ��•r^ ,1,0, IEV ED -CSR 51TE PLAN 7� p � /102 co� ENLARGED SITE PLAN AND ELEVATION CODE A03 EQUIPMENT PLAN AND DETAILS EQUIPMENT DETAILS A05 CONSTRUCTION DETAILS A06 CONSTRUCTION DETAILS RF01 RF INFORMATION AND DETAILS RF02 RF DETAILS RF03 RF NOTES `� ! E01 ELECTTRK:AL SITE PLAN AND UTILITY ROUTIN G 1 �y of dN 1 E02 SCHEMATIC GROUND PLAN AND DETAILS r .P.11 D E03 ELECTRICAL DETAILS,•. E04 ELE CTRICAL. DETAILS E05 ONE -LINE DIAGRAM se�Wuu►� vEwar rort: i O Plumbing O Gas Piping aty Of TukWilci BUILDING DIVISION so vgsuvvvw, ow, ;1� dw°d`� lt p��l lots 11UfEatd �Yr�d� °�a� Vm^ n1Y � _ _ _.. �. C 13 �a ." � ` .. ' t� 7 ., r. . AI ra '• .� • i R, 1114ic. tS+L t. ' . r CT' PROJE:(_ t IfAikl REV. DATE ,ARCHITECT ZONING CONTACT A THOMAS R. MOLLA NO, AIA PACIFIC TELECOM SERVICES, UC RLR c/o PACIFIC TELECOM SERVICES. LTC CONTACT: JEFFREY SMITH ISSUED FOR K 1O AND CM"N7 568 FIRST AVENUE SOUTH. SUITE 650 PHONE- (206) 342 -9000 EXT 397 6�M SEATTLF, WA "104-2804 FAX: (206) 903 -4513 2 CONTACT: STEVE ISHNIARA EMAIL: JSMITHNPTSWA.COM JRfl PHONE. (MM) 342 -9000 x412 FAX: (206) 903 - EMAIL fSHIIIHARAOPTSWA.COM 'LY MCLATES TO ^?&T WIIR ERVEM-8, INC. IS STRICTLY P"O"SOTCo ,r 46 AT &T AT &T WIRELESS SERVICES L L C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA. CA 95670 ti PACIFIC TELECOM ... • 1 t .. . L L C S•• nM Avmwe South. Sulk 630 Sm , NA. 88104 -2804 Ph w ; (M) 342 -9000 F•.. (206) 903 -6513 DATE: 5/19/04 DRAWN BY: RLR CHECKED BY. SI REVISIONS REV. DATE DESCRIPTION NTk A S/19/b1 ISSUED FOR LEASE EXHIBIT RLR A 6/I ISSUED FOR K 1O AND CM"N7 RLR 6�M ; SSUED FOR CONSTRUCTION RLR 2 REISSUED FOR CONSTRUCTION JRfl RIVERTON HEIGHTS SC09 15620 PACIFIC FNCHMiAT SOUTH TUKWILA, WA 98188 SHEET TITLE T01 TITL[ lIEE1 ANO QPIERAL f>lf'OIOIAAT101R j DRAWING 2489: 612 A- STlLflASCGO- TO1 REVISION 1 2 f -- 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL. STATE, APPLY; AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION CONTRACTOR - BUILD CONTRACTOR (AHJ) FOR THE LOCATION, THE EDITION OF THE AHJ ADOPTED CODES AND SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) STANDARDS ;N EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE OWNER - AT&T WIRELESS SERVICES. DESIGN. 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND ` PROJECT SPECIFICATIONS. BUILDING CODE: UNIFORM BUILDING CODE (UBC), 1997 3. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. ELECTRICAL CODE: 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 - 1999, NATIONAL ELECTRICAL CODE ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES RULES. LIGHTNING PROTECTION CODE: NFPA 780 - 2000. LIGHTNING PROTECTION CODE REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. SUBCONTRACTOR'S WORK SHALL COMPLY W11H THE LATEST EDITION OF THE ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABL F MUNICIPAL AND FOLLOWING STANDARDS. UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AMERICAN CONCRETE INSTITUTE (ACI) 318. BUILDING CODE REQUIREMENTS FOR AND APPLICABLE REGULATIONS. STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, CONSTRUCTION, ASD, NINTH EDITION EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222 -F, STRUCTURAL STANDARD INSTALLATIONS AS INDICATED ON THE DRAWINGS. FOR STRUCTURAL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES 6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY ' MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE STATED OTHERWISE. POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF 7 • IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE ELECTRONIC EQUIPMENT DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE CONTRACTOR. i IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY "C3" AND "HIGH SYSTEM EXPOSURE ") 8. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT TIA 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. TELECOMMUNICATIONS 9. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE TELCORDIA GR -63 NETWORK EQUIPMENT- BUILDING SYSTEM (NEBS): PHYSICAL START OF CONSTRUCTION. PROTECTION 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE TELCORDIA GR -347 CENTRAL OFFICE POWER WIRING ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS TELCORDIA GR -1275 GENERAL INSTALLATION REQUIREMENTS DI RECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NFAR UTILITIES. TELCORDIA GR -1503 COAXIAL CABLE CONNECTIONS SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS ELECTRICAL SAFETY D) TRENCHING do EXCAVATION. REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT 11. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND /OR REQUIREMENT SHALL GOVERN. CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND /OR LOCAL APPLICABLE BUILDING CODES UTILITIES. 12. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT 01 -04 COVERED BY THE TOWER. EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 13. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING 1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED. SEMI BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 2. ALL WELDING SHALT. BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES ARE NOT 14. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. SHOWN, PROVIDL THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR STEEL CONSTRUCTION', PAINTED SURFACES SHALL BE TOUCHED UP. EMBANKMENT. 3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4 CONNECTIONS 15. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM AND SHALL HAVE MINIMUM OF TWO SOLIS UNLESS NOTED OTHERWISE. GRADE PRIOR TO FINISHED SURFACE APPLICATION. 16. THE SITE SMALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE 4. NON- STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DM. ASTM A OTS EQUIPMENT AND TOWER AREAS. 307 BOLTS UNLESS NOTED OTHERWISE. 17. IF NECESSARY, RUBBISH, STUMPS, DE8'RIS, STICKS, STONES AND OTHER REFUSE 5. IN STALLATION OF CONCRETE EXPANSION /WEDGE ANCHOR, SHALL BE PER SILL 8E REMOVED FROM THE SITE AND DISPOSED Of LEGALLY. MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURERS RECOMMENDATION FOR EMBEDMENT 110. 1 SUBCONTRACTOR SHALL PROPSE SITE SIONAGE IN ACCORDANCE WITH THE DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR TECHNICAL SPECIFICATION FOR SITE SIBIIt ". ENGINEERING APPROVAL WHEN DRILUNG HOLES IN CONCRETE. SPECIAL INSPECTIONS, REOUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO 18 SUK4WRACM SILL LEAVE PREMISES IN CLEAN CONDITION MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS.���. eaw • G �,J Cso C.0 12 7 G �,� pf �u N�a SITE WORK GENERAL NOTES TRUCTURAL STEEL 1. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE. 2. THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITAT. (NO HANDICAP ACCESS IS REQUIRED). 3. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY ATdcT 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 MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF SPECIFICATION NUMBER 24897 -01 1- 3PS- AOOZ- G0001. "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM /GPRS WIRELESS SITES." AND 24897 -011 - 3PS- EG00- G0001, 'TECHNICAL SPECIFICATION FOR FACILITY GROUNDING ". IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. 7. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE • CONSTRUCTION OPERATION. 8. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTION REQUIRED FOR CONSTRUCTION. e + 9. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 10. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND DRAWINGS PROVIDED BY THE SITE OWNER. SUBCONTRACTOR SHALL NOTIFY AT&T OF ANY , —DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 11. NO WHITE STROBIC LIGHTS ARE PERMITTED. LIGHTING, IF REQUIRED, WILL MEET FAA STANDARDS AND REQUIREMENTS. 12. SUBCONTRACTOR SHALL CALL UTILITIES NOTIFICATION CENTER WASHINGTON FOR UNDERGROUND UTILITY MARKOUT PRIOR TO CONSTRUCTION. 1- 800 -424 -5555 13. ALL SIGNS SHALL BE FURNISHED AND INSTALLED AT AL! ATdcT WIRELESS SERVICES (AWS) SITES IN ACCORDANCE WITH SPECIFICATION 24897 -01 1 - 3PS- AOOOZ 00006. 14 DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMEN'S TAKE PRECEDENCE. THIS SET OF DRAWINGS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSE. SUBCONTRACTOR IS TO CONFIRM AND CORRELATE ACTUAL FIELD CONDITIONS AND REQUIREMENTS WITH STANDARDIZED DETAILS SHOWN IN THIS SET PRICR TO START OF WORK. GENERAL NOTES 111we7li 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE PROJECT SPECIFICATIONS. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. UNLESS NOTED OTHERWISE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A '85 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD, UNLESS NOTED OTHERWISE. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH........3 IN CONCRETE EXPOSED TO EARTH OR WEATHER: J6 AND LARGER ....... .. » .......................Q IN P5 AND SMALLER.... ..1 1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND MALL .... ... » .............«..........a /4 IN. '' BEAMS AND GOIUMNS » ..................1 1/2 IN. 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE. UNLESS NOTED OTHERWISE. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TG MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL 13E CUT WITHOUT PioOf2 ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS WH EN REQUIRED BY GOVERNING CODES, SWILL 8E PERFORMED IN ORDER TO MAINTAIIIIIII MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. Ci 7 •cw SEP 2 1oo� CEI OER rl. � CONCRETE & REINFORCING STEEL _ ___ _ _ _ __ , r � _ _ __ _ T _02�__ AT& �°, _031 - AT &T AT&T WIRELESS SERVICES. L.L.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 PACIFIC TELECOM aaa•leaa.►►c en rrM Av~ So*&. Suft NO s..�M a, WA. 11111104-21104 r h»: (211111) 341 -9= fm.- (tot) M3-851 • � t CHECKED BY: SI CZ Z O W :� °SV _ Va i = ( __j z =) :x i co ISSUED FOR LEASE EXHIBIT RLR A 6/1/% N 4 RLR W V Ot V) I r DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION INITIAL A S /19/04 ISSUED FOR LEASE EXHIBIT RLR A 6/1/% ISSUED FOR REN EO 40 OMKNI RLR 1 6/30/04 ISSUED FOR CONSTRUCTION RLR 2 / REISSUED FOR CONSTRUCTION JRP RIVERTON HEIGHTS SC09 PAM HIGHWAY r�cNw�r soon+ TuKwiu, WA 981e8 SHEET TITLE (101 amok wns JOB 0 DRAWING / 24897 - 612 A S v 6o - G01 REVISION 2 i i 3 Y i'� TN CONTI►INEO IwI THI>z LET OF CON>t►TRUCENOty DW%p AEANTf If 1 Y NAT E. ANY R I SUR OTHER THAN THAT WMtCH DIRECTLY RELATES TO T WIRE SERVICES. INC. 48 STR/CTLY Pit00%iialTEO. fr �k r ► 2 � tipM oe- 0 a /Of' n� clON A S G 001" 1. WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA. 2. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MAXIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND TELCORDIA 3. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS. 4. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC do OSHA INSTALLATION REQUIREMENTS. 5. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR -CODED NJSULATION OR ELECTRICAL TAPE (3M BRAND, % INCH PLASTIC ELECTRICAL TAPE WITH W PROTECTION, OR EQUAL). PHASE CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC do OSHA INSTALLATION REQUIREMENTS. 6. ALL ELECTRICAL COMPONENTS SHAI L BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION. WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E.. PANELBOARD AND CIRCUIT ID'S). 7. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. S. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP 'EDGES. 9. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR ( #14 AWG AND LARGER), 600 V, OIL RESISTANT THHN OR THWN - 2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; LZTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED. 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR ( #6 AWC AND LARGER), 600 V. OIL RESISTANT THHN OR THWN -2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL 8E SINGLE CONDUCTOR #2 AWG SOLID TINNED COPPER CABLE. 12. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL SE MULTI - CONDUCTOR, TYPE TC CABLE ( #14 AWG AND LARGER), 600 V, OIL RESISTANT THHN OR THWN -2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; WITH OUTER JACKET; USTED OR LABELED FOR THE LOCATION USED. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP - STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMAS AND BETTS (OR APPROVED EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75 'C (90 'C IF /AVAILABLE). 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI /IEEE, AND NEC. 15. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E.. RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 16. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 17. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. 18. RIGID NONMETALLIC CONDUIT (I.E.. RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 19. UQUIDTIGHT FLEXIBLE METALLIC CONDUIT (LNQUIDTIGHT FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 20. CONDUIT AND TU9 FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. 21. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA. UL, ANSI /IEEE, AND NEC. 22. WIREWAYS SHALL 8E EPDXY - COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUiT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 23. EQUIPMENT CABINETS. TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY - COATED SHEET STEEL, S HALL MEET OR EXCEED UL 50. AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 24. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY - COATED, OR NON CORRODING SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS. OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 25. NONMETALLIC RECEPTACLE. SNITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 26. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 27. THE SUBCONTRACTOR SHALL PROAX NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WrTH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIE AND PROPERTY. ELECTRICAL INSTALLATION METHODS T'ME IN FORM ATI ON CON TAINED IN THIS MET Or CONSTRUCTION oOCum ENTs Is rr NA IRE. ANY Use OR 019 !E 07"c pt 7*4A T" 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. i 3. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. i 4. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC (CADWELD) CONNECTIONS. 5. SERVICE TO EQUIPMENT CABINETS SHALL BE 120/240 VAC, 200 AMP. 1- PHASE. 6. ALL GROUND CONNECTIONS BELOW GRADE SHALL HE EXOTHERMIC (CADWELD). 7. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR do EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 8, ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP do HAVE A VERTICAL SEPARATION OF 6" FOR EVERY ADDITIONAL CONNECTION. 9. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 10. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. 11. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED LIP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE ;ROUND BUS ARE PERMITTED. 12. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45• BENDS CAN BE ADEQUATELY SUPPORTED. 13. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH PROJECT SPECIFICATION FOR FACILITY GROUNDING, JSING FALL OF POTENTIAL METHOD. ELECTRICAL NOTES Ce1IEFt 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE AHJ), THE SITE - SPECIFIC (UL. LPI. OR NFrA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIP► GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR r OR RESOLUTION. 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO. LIGHTNING PROTECTION, AND AC POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF- POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REOUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO STS EQUIPMENT. 5. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUINDWIS CONNECTIONS BELOW GRADE. 6. APPROVED ANTIOXIDANT COATINGS (I.E.. CONDUCTI T GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 7. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. 8. SURFACES TO 8E CONNECTED TO GROUND CONDUCTORS SHALL 8E CLEANED TO A BRIGHT SURFACE AT ALL CONNECTIONS. 9. EXPOSED GROUNDING CONNECTIONS SHALL BE MADE WITH COMPRESSION CONNECTORS WHICH ARE THEN BO_T0 *O EQUIPMENT USING STAINLESS STEEL HARDWARE. INSTALLATION TORQUE gm%.L K PER MANUFACTURE'S REQUIREMENT. 10. ALL OUTDOOR METAL SUPPORT MI FOR ICE BRIDGE AND TRAY SHALL K BO N DEI) TO THE PROPOSED OR EXISTING (AS APPLICABLE) BURIED GROUND ELECT OE SYSTEM WITH A SINGLE CONDUCTOR #2 AWG SOLO TINNED COPPER WIRE. crrr OF n ft 4- u SEP 2 0 2,V c ENrea GROUNDING NOTES (WHERE APPLICABLE) I 01 -10 V RELATES T AT&T 01--09 t M SS SERVICE:. C. Is sTRICTL'f RROMNOITEO. • .w . .. ,,. �►-. . . s .'.r+a Y � - �r +.1I.. � �l.i.n - 7w yL+. �...s... .. Yr .. .. 1 ..-.mow AT &T i AT &T WIRELESS SERVICES L L C. 2729 PROSPECT PARK DRIVE PANCHO CORDOVA, CA 95670 PACIFIC TELECOM ....ie■•.<<e w b" F1rN A"mm S1A, SuRe 950 s..na, WA. 9111104-21111114 Phwm (20{) 342 -OM few (208) 903 -8913 {r DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION INITWL A 2 ISSUED FOR LEASE EXHIBIT RLR A 5/1/01 ISSUED FOR REVIEW AND COMMENT RLR 6/3 : SSUED FOR CONSTRUCTION RLR 2 T� REISSUED FOR CONSTRUCTION J RP RIVERTON HEIGHTS SC09 15820 PAC�iC INGiIMAT SOUTH T 8 UKWILA, WA 9818 SHEET TITLE C--jj 0 2 R I 1 t Nows JOB DRAWING 2 � A SlTiW1ASC09 GC2 REvISNON 2 I - -- PROPERTY LINE - -- - 1320--- EXISTING INDEX CONTOURS 1318 -- EXISTING INTERMEDIATE CONTOURS X FENCE LINE OFIP PROPOSED OV POWER LINE UGT PROPOSED UNDERGROUND TELEPHONE LINE . UGP PROPOSED UNDERGROUND POWER LINE 'SSUED FOR Rf m AIU OOIAEI�T SECTION 1 REFERENCE 00 DETAIL 2 REFERENCE 0 0 ELEVATION REFERENCE C,ENU 1EGINNING AT A POINT ON THE NORTHERLY MARGIN OF THE SOUTH HALF OF THE SOUTHWEST OUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, WHICH POINT IS 1641.75 FEET EASTERLY FROM THE NORTHWEST CORNER OF SAID SOUTH HALF OF SOUTHWEST QUARTER OF SECTION 22; THENCE SOUTH 499.50 FEET; THENCE WESTERLY PARALLEL TO THE NORTH LINE OF SAID SOUTH HALF OF THE SOUTHWEST OUARTER OF SAID SECTION 22, A DISTANCE OF 392.5 FEET TO THE TRUE PCINT OF BEGINNING; THENCE CONTINUING WESTERLY PARALLEL TO THE NORTH LINE OF SAID SOUTH HALF, TO THE EASTERLY MARGIN OF OLD MILITARY ROAD; THENCE NORTHERLY ALONG SAID EASTERLY MARGIN OF THE NORTH LINE OF SAID SOUTH HALF; THENCE EASTERLY ALONG SAID NORTH LINE TO A POINT WHICH IS 392.5 FEET WEST OF THE NORTHERLY PROLONGATION OF THE WEST LINE OF TRACT 119 SUNNYDALE GARDENS DIVISION NO. 1, ACCORDING TO PLAT RECORDED IN VOLUME 25 OF PLATS, PAGE 50 IN KING COUNTY, WASHINGTON; THENCE SOUTH 0'04'20` WEST TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF LYING WITHIN SECONDARY STATE HIGHWAY NO. 1 - -L AS ACQUIRED BY JUDGEMENT AND DECREE OF APPROPRIATION ENTERED JUNE 21, 1960, IN KING COUNTY SUPERIOR COURT CAUSE NO. 545600; EXCEPT PORTION CONVEYED TO KING COUNTY FOR COUNTY ROAD (OLD MILITARY ROAD) BY DEED RECORDED UNDER RECORDING NO. 2644359. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON M `� EXISTING BOWL, REV- IEVutD FOR CODE COMPLIANCE OCT 21 2004 CIS Of i;11C`lvi0d BUILDING r)PlTSrpN � 4 x 0 2 n 0 -ME IlYr CON TAINEO IN TFI SR OW COIVSTRUCTIOIV OOCUAACNTs IS P11 R1ETAftV BY NATURE. / NIV USC QR 00SCi a.. -:� «. ,� -... _. ...... �..�...- � ., yr.. AL ..r, — .. �..r.r,. :. ..rc..,�;,;►,, ..- ..._._.� .i . ,♦ ._4' ' �- .... — ��IY�...�. Z .. .. r . _ .. t..i' . :.,r1i r:. � .....,•'� . i' •► - � .:r .: ... i • ►+ � w ii r•.. 1 1 . ' ^ P i i PRCrCRTY L'NE 1 60' ON WALE X 3i oo� --- PROPOM ANIS I 2c 1 12' X le'-00 o �CK I j LEAK AREA (A in rl 0o ROPE LINE 273' PROP06ED A (3 SECT A NTDM A NRAY 03-27 03-29 (4) ANTENW X 10 PER AN RF02 A05 A.G.L 191 -8" � L�_ X00' --0' X' e 11 2 • ern � i EXISTING UTILITY DROP % e , POLE /� EXISTING UTILITY LEXISTING 0 .POWER POLE ASHPALT g o a OTMEW THAN T"AT V"C" 01RECTLY I C LATC9 TO AT&T WIRELESS PARKING LOT N/ PARCEL NUMBER: 222304 -9091 (I n �. J SEP �' 0 ? i I a ftNor CtftmA..� F111 I A N ,I RICT Y P"OMIS'ITEO. • - .l'.. �. I . — r -0 - .. . —6, AT &T AT&T WIRELESS SERVICES L.L.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 I PACIFIC TELECOM .... I C 0 9, L L O 3" nno A.ww s.�, sues am 5.006.. WA. 98104 Phew: (tos) 342 - 9000 F..: (top tos -06818 L4 , t �....� a DRAWN BY: RLR ' EXISTING SEWER LINE fw- DATE o o INITIAL VN/a (d13 RLR A 6/1/04 'SSUED FOR Rf m AIU OOIAEI�T 'EXISTING 1 r 00 UNDERGROUND POWER 2 r 0 0 CONDUIT $o - -- EXISTING TREES o o AND SHRUBS (TYP.) 0 0 015 W e 0 ! NOM PowER AND TELCO TO K PROVO W 0 ? BY T —momm 0 0 PARCEL NUMBER: 222304 -9091 (I n �. J SEP �' 0 ? i I a ftNor CtftmA..� F111 I A N ,I RICT Y P"OMIS'ITEO. • - .l'.. �. I . — r -0 - .. . —6, AT &T AT&T WIRELESS SERVICES L.L.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 I PACIFIC TELECOM .... I C 0 9, L L O 3" nno A.ww s.�, sues am 5.006.. WA. 98104 Phew: (tos) 342 - 9000 F..: (top tos -06818 L4 , t �....� a DRAWN BY: RLR ' n •- fw- DATE DESCRIPTION INITIAL VN/a ►..Li RLR A 6/1/04 'SSUED FOR Rf m AIU OOIAEI�T RLR 1 r DATE: 5/ 19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION INITIAL VN/a LEASE EXHIBIT RLR A 6/1/04 'SSUED FOR Rf m AIU OOIAEI�T RLR 1 ISSL:ED FOR CONSTRUCTION RLR 2 r RE'SSUED FOR CONSTRUCTION JRP RIVERTON HEIGHTS SC09 PAM �w �se2o v�Ar south TuKwiu, WA 98188 SHEET TITLE A01 PUN 1K � JOB / DRAWING 24897-61,2 �- srcuNAscosa- Ao 1 REVISION Z F 2 OF PACIFIC TELECOM !.. nrM A "w sft^. suit ma I • EXISTING TREES AND Srp f..�.. wA6 w 1o• - =.04 O SHRUBS (TYP.) 06 -22 PAOP06ED AWS 3 SWM AKRWA ►hww. (IOS) su -sooe r.r. (2N) 903-0513 _ A03 PROPOSED AWS COAX 03 -27 Of AARAY MRTH (3) ANTEMiIANTENNAS PER RF02 SE C II (1 SE9CII WITH 4) MOUNTED O y: TO MIONOPOLE TM 1OW-O' A.G.L. 03 -29 C� «-- PR P RN IN O5 EXISTING BOUARDS 70 273' A BE REMOVED FROM d . o "`�"� •=— PROPOSED LEASE AAEA . °e� q m AC SERVICE OP'v Qo •.•.... 0 46 PROPOSED . - ICE UTE7iAlS v � • A04 i eb , p ' ' r O4 6 PROPOSED AWS TEL ID SETBACK A0 SERVICE STUB -UP s oo . � ' EXISTING UTILITY POLE WITH LIGHT --+ o •�• 0 .o t -� EDGE OF EXISTING CUR •- 1-0� ��M OF <o � I I - _ --- • EXIS'TNG FE]�ICE TO BE _ .-F x � N • - - = REMOVED FOR COAX o x ROUT= 2 0 x E�'T10N Q PROPOSED FENCE 10 2' -W S x— -` - x -- O rn J x REMAIN OPEN CO AX PROPOSED AWS 3 SECTOR ROUTING 03 - 29 03 -27 ANTEI?W ARRN1IY WnH 3 'Y - x AO RF ANTENNAS PER S ' I (1 4 I cr O I c EXISTING 5 02 �OR WTTH 4 1�ED TO AN z k c , ICEBRIDGE x calm 100' -O' A.G.L. I i ; � I i x IAONOPOLE Hf4 _ - ' 3 k Z EXISTING , � 11 -0 X 20'-0 x � I o i I ' � X SHELTER? x o W ` x PROPOSED AWS PROPOSED FwS I LLW EXISTING TREES z x 7M A C/I�T x �ff STUB--UP s TYP. (TO RE MAI N) or 1 � ~� 1 x x x X % A O "� 1. j s �• �• i• y z 6 . i- X x f x ''��•� ef ��'l; � i •:, I b Z 1 _ 1 •- .� / x EXISTING 6' -6" X 12 9 -0' EXtST1NG, W ��� .��.� -� •M I - - , I W AWS CONCRETE SLAB �+ i SLAB UTILITY ^ ,r f y r► , ..,• I • -,, ► , -� _ 17' _ - PROP05ED / RACK 0. :A O 4 0 x 0 y �� c . v 0 Aws FENCE LEASE AWS ( x � � Q- i i i AREA 4 -O' S1NNW EXISTING -53 PROPOSED CABINET AWS CABINET , •►� •• ./ i I I '' I ��� o ICEBRIDGE x • �► : �►, m I c� �► x _' •r n ' ! �� • r .4 - • •�+ ,, s '� I PROPOSED ms 13 -04 EXISTING BOILLARDS CM. OF 6) t - PROPrry$ED MS TE1C0 MOIJNTED, 71/ •� �► 'f'" - `� i • �• 'i W Z; 15 -0" SLAB --- �c AIM ION L nuT RACK — t A ' ` S' , b► �.► 1►� ` 4 ♦ �� T r I ., , •. w EXISTING FENCE I - ---F -+ !,N� r •�('.,7 �,\ ,•'1ti ;; � � �,' � -�,� � •� w� EX� IJ G EVt - ANENT X X a- /� ' , r t '.✓ r\ ` i M �� + ;'}•r ` ` + X -..� CABINETS -- �•� y '; EXISTING POLE EXISTING BOLLARDS (TYP.) o AF'0= CPS MAQNr11 • _ + _ i it • 6 - : .N►I'TH LIGHT v �`� �: :"� a1r ' z 0 X PROPOSED 3S!' EIOUP11ENT v ` / ' i' �, ; 4 r• ` ` ,, •- 1 ��� �{ r t r; _ /► i , r - is. r. 0 / EXISTING UNDERCROLN41D •�';f �;.' ' � r 1 ;t~v • "' •+sa. t $' POWER CONDUIT �•N -t ,, x , /~.�\ '�.,. i l , '' '� ' • ' �� • r I .EXISTING i 1 C° � �'^ �•��� p4 -49 ,�,: - �'`'. : ♦ �'; �. - �' t /`.' ' 2 0' AWS LI -0' SMELTER ; -i �,�► +�' V<a� UGP ..._._. V<lP PROPOSED MITS CAST _ ••' � - 4 • ,,, M►. .ArwH.w/��G r w � , ' U -ter /'.0 • s �11 ;� ~_�� i •� �'� EXISTING QWNLIN_K +� ,ry • ' GP �-- UGP �„p .��' LW -_'_ U,P UGP tIGP - -.:/ UGT UGT - UGT - -- UGT --- UGT lIGT UGT LIGT PROPOSED Aws 6 -0 . t� "�:�. ;� _•',fit` {• I k -� 1 ?- CHAM LM( FE110E WM A03 (3) STRAW sAAND WIRE - - r . .: _ r. » :• ~� o r. i law • I ow f , � ANTE>BM1 ARMY3 WT t 3- PROPOSED AWS SHIN FOR COMM A06 OF S) F ►ISM GRA►0( 0,1 -l� �.' ' -'" MOTE: PONETt IMO 11= TO K PNWIINED Wf T -M CKE. O - - W.& E' ,: X >a� 1/x;.1; -� lf V � F I O N 2 KALE: K• x 36w) 3/1 • • -�• ... VNI �I rt PL A N I !GALE: 1 X 17'' 1/4 "1 - / 6• ,. !• 0 . I r i MALE_: 1 I' X 117 S , 3 2 1 T I AFNE0 IN THIS 9" 00• CONSTRUCTION COCVMEws I �RO�R1"A W Av r4►Tu*c. Aw vs[ 011 u -i ` R THAN TNAt WNICM OA![CT Y REt,.�T TO AT ? R now CA w1 EtLE sERvIC[i. I1VC. 12 lTR$CTL.`I 1�1R0H1OITE0. r AT&T AT &T WIRELESS SERVICES. L.L.0 2729 PROSPECT PARK DRIVE RANCHO CORDOVA• CA 95670 wM DRAWN BY: RLR CHECKED BY: SI } REV. DATE DESCRIPTION INITUIL A 1! ISSUED FOR LEASE EXHIBIT �i Q 6/11 ISSUED FOR AEm 40 cmwNi F 2 OF PACIFIC TELECOM !.. nrM A "w sft^. suit ma I • EXISTING TREES AND Srp f..�.. wA6 w 1o• - =.04 O SHRUBS (TYP.) 06 -22 PAOP06ED AWS 3 SWM AKRWA ►hww. (IOS) su -sooe r.r. (2N) 903-0513 _ A03 PROPOSED AWS COAX 03 -27 Of AARAY MRTH (3) ANTEMiIANTENNAS PER RF02 SE C II (1 SE9CII WITH 4) MOUNTED O y: TO MIONOPOLE TM 1OW-O' A.G.L. 03 -29 C� «-- PR P RN IN O5 EXISTING BOUARDS 70 273' A BE REMOVED FROM d . o "`�"� •=— PROPOSED LEASE AAEA . °e� q m AC SERVICE OP'v Qo •.•.... 0 46 PROPOSED . - ICE UTE7iAlS v � • A04 i eb , p ' ' r O4 6 PROPOSED AWS TEL ID SETBACK A0 SERVICE STUB -UP s oo . � ' EXISTING UTILITY POLE WITH LIGHT --+ o •�• 0 .o t -� EDGE OF EXISTING CUR •- 1-0� ��M OF <o � I I - _ --- • EXIS'TNG FE]�ICE TO BE _ .-F x � N • - - = REMOVED FOR COAX o x ROUT= 2 0 x E�'T10N Q PROPOSED FENCE 10 2' -W S x— -` - x -- O rn J x REMAIN OPEN CO AX PROPOSED AWS 3 SECTOR ROUTING 03 - 29 03 -27 ANTEI?W ARRN1IY WnH 3 'Y - x AO RF ANTENNAS PER S ' I (1 4 I cr O I c EXISTING 5 02 �OR WTTH 4 1�ED TO AN z k c , ICEBRIDGE x calm 100' -O' A.G.L. I i ; � I i x IAONOPOLE Hf4 _ - ' 3 k Z EXISTING , � 11 -0 X 20'-0 x � I o i I ' � X SHELTER? x o W ` x PROPOSED AWS PROPOSED FwS I LLW EXISTING TREES z x 7M A C/I�T x �ff STUB--UP s TYP. (TO RE MAI N) or 1 � ~� 1 x x x X % A O "� 1. j s �• �• i• y z 6 . i- X x f x ''��•� ef ��'l; � i •:, I b Z 1 _ 1 •- .� / x EXISTING 6' -6" X 12 9 -0' EXtST1NG, W ��� .��.� -� •M I - - , I W AWS CONCRETE SLAB �+ i SLAB UTILITY ^ ,r f y r► , ..,• I • -,, ► , -� _ 17' _ - PROP05ED / RACK 0. :A O 4 0 x 0 y �� c . v 0 Aws FENCE LEASE AWS ( x � � Q- i i i AREA 4 -O' S1NNW EXISTING -53 PROPOSED CABINET AWS CABINET , •►� •• ./ i I I '' I ��� o ICEBRIDGE x • �► : �►, m I c� �► x _' •r n ' ! �� • r .4 - • •�+ ,, s '� I PROPOSED ms 13 -04 EXISTING BOILLARDS CM. OF 6) t - PROPrry$ED MS TE1C0 MOIJNTED, 71/ •� �► 'f'" - `� i • �• 'i W Z; 15 -0" SLAB --- �c AIM ION L nuT RACK — t A ' ` S' , b► �.► 1►� ` 4 ♦ �� T r I ., , •. w EXISTING FENCE I - ---F -+ !,N� r •�('.,7 �,\ ,•'1ti ;; � � �,' � -�,� � •� w� EX� IJ G EVt - ANENT X X a- /� ' , r t '.✓ r\ ` i M �� + ;'}•r ` ` + X -..� CABINETS -- �•� y '; EXISTING POLE EXISTING BOLLARDS (TYP.) o AF'0= CPS MAQNr11 • _ + _ i it • 6 - : .N►I'TH LIGHT v �`� �: :"� a1r ' z 0 X PROPOSED 3S!' EIOUP11ENT v ` / ' i' �, ; 4 r• ` ` ,, •- 1 ��� �{ r t r; _ /► i , r - is. r. 0 / EXISTING UNDERCROLN41D •�';f �;.' ' � r 1 ;t~v • "' •+sa. t $' POWER CONDUIT �•N -t ,, x , /~.�\ '�.,. i l , '' '� ' • ' �� • r I .EXISTING i 1 C° � �'^ �•��� p4 -49 ,�,: - �'`'. : ♦ �'; �. - �' t /`.' ' 2 0' AWS LI -0' SMELTER ; -i �,�► +�' V<a� UGP ..._._. V<lP PROPOSED MITS CAST _ ••' � - 4 • ,,, M►. .ArwH.w/��G r w � , ' U -ter /'.0 • s �11 ;� ~_�� i •� �'� EXISTING QWNLIN_K +� ,ry • ' GP �-- UGP �„p .��' LW -_'_ U,P UGP tIGP - -.:/ UGT UGT - UGT - -- UGT --- UGT lIGT UGT LIGT PROPOSED Aws 6 -0 . t� "�:�. ;� _•',fit` {• I k -� 1 ?- CHAM LM( FE110E WM A03 (3) STRAW sAAND WIRE - - r . .: _ r. » :• ~� o r. i law • I ow f , � ANTE>BM1 ARMY3 WT t 3- PROPOSED AWS SHIN FOR COMM A06 OF S) F ►ISM GRA►0( 0,1 -l� �.' ' -'" MOTE: PONETt IMO 11= TO K PNWIINED Wf T -M CKE. O - - W.& E' ,: X >a� 1/x;.1; -� lf V � F I O N 2 KALE: K• x 36w) 3/1 • • -�• ... VNI �I rt PL A N I !GALE: 1 X 17'' 1/4 "1 - / 6• ,. !• 0 . I r i MALE_: 1 I' X 117 S , 3 2 1 T I AFNE0 IN THIS 9" 00• CONSTRUCTION COCVMEws I �RO�R1"A W Av r4►Tu*c. Aw vs[ 011 u -i ` R THAN TNAt WNICM OA![CT Y REt,.�T TO AT ? R now CA w1 EtLE sERvIC[i. I1VC. 12 lTR$CTL.`I 1�1R0H1OITE0. r AT&T AT &T WIRELESS SERVICES. L.L.0 2729 PROSPECT PARK DRIVE RANCHO CORDOVA• CA 95670 wM DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION INITUIL A 1! ISSUED FOR LEASE EXHIBIT �i Q 6/11 ISSUED FOR AEm 40 cmwNi RLR 1 6/311/111114 ISSUED FOR CONSTRUCTION RLR 2 h O � DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION INITUIL A 1! ISSUED FOR LEASE EXHIBIT RLR A 6/11 ISSUED FOR AEm 40 cmwNi RLR 1 6/311/111114 ISSUED FOR CONSTRUCTION RLR 2 �r REISSUED FOR CONSTRUCTION .JRP RIVERTON HEIGHTS SC09 15e20 vAcFIc Na+wAr wur►� TUKWILA, WA 98184 SHEET TITLE A02 IN1.814m OR RAN Joe / DRAWING / 24897-612 A - $iiWWASQ*- A 32 REVIS*N Z A .. M•A••N�Y .a mass :�,� A.•:r• _sc t r r„ , - xsi - _ - , - ► a ., a. wr.r�t•• *)f �' ♦• ..♦.,y . < ... uw. t r ♦ r „ _ _ a , . - r - r!+! r� �ir�v wMlrt• 1�f t1�►.�ia�11►1/►' • xx x 0 0\' CRUSHED GRAMM UNDISTURBED SOL q P /000 UMSIRUr P1000 IJMNSTRllT PALS 4 -O' O.C. , VIP. TVP. WAVE GUIDE SCALE: (24'X36': NOT TO SCALE SCALE: (11 `X 17 "): NOT TO SCALE 06 -2 X S' -0" TYP. A k 1 2" JSI&LATION NOTES t o 1YP. 1. MEW . 6' VERTICAL. VYPICAL) Z. ALL WORK 91MLL CONFORM WITH THE PIR JW SPE CIFICATIOINS. 3• M8BED NI L_ 0011LE STRAND 12 -1/2 GkAE 1"STED WIRE, 4 PR. BARBS SPACED ON ,APPROXIMATELY S" CENTERS. 4. LOCAL ORDINANCE FOR BARBED HIRE PERMIT 94ALL Q MERN INSTALLATION. !CHAINLINK FENCE i 4 FENCE NOTES: Ul END OR CORNER POST, 2 1/2 STD. PIPE © LINE POST, 2 - 0 STD. PIPE ® TENSM BAR, 1/4'X3/4"' �4 3 1a' STEEL TRUSS ROD WITH TK.NTNER AT ALL CORNERS. ANCHOR ENDS do GATE POST 1 1/4 "0 STD. WE TOP RAIL ® TEN MIRE 6 GA. QALY. COOL VRING STEEL WIRE. © 1/6 "0/4" 4TREMR BANDS O 12" C.C. �8 QALV. BA RBED WIRE 4 -POINT Ir NO. 12 GOL ® EXTENSION EYE LOOP ® NO. 6 GA. TIE WIRE O 14" 10 2' MLzin X N0. i GA. WLV. CMWN UNK FABRIC. 10 1 1 /4" STD. PIPE O CORNERS, ANCHORS, k ENDS. OWE: 'x367: (11"1111 1 I ''t-I 1NPPOOVIVI ►T10N C0NTA11i1C0 W4 TMI v v f EXISTING TREES AND SHRUBS (TO REMAIN) AA 1 \ ( \ DflSM • N ( — CHI ED n WI — ., a.vRD MDE �� a ' Ci�� lw Fui� �� � 4` S ` � �`� (3) STR" MV0M WIRE g' _ 1 - L• L: x ~ x .�. 1 j I • .. N I r r- X x - ° e44 / \ x QtV Of TUkwila JILDI DiV1...� w 0 04 -55♦ + x X al _o f SEP 2 aD 1 f �( 04 753 X Ao X I -- 0 -_ ! JK >•c � \ Aos sc � I x I LPRIDPOSEDI AWS x TOM GIFT -+ x L k x x . PROPOSED A Y ELDO sac. WffHl x '1 IlIMd1Y PRIOR 70 Lax VK 0 ,� ✓ 3• �+ j EDGE OF PROPOSED Aws 11106 CONCRETE PAD a" \ AMS CONCRETE SLAB + 12 - AWS FENCE I I„EASE REA 'Al + ` / 3_Q4 PRROPOSED AMS SOL AIRDS v v ADS c". of S) �.A 12-0 BALE: 24" X 361 1 /r- V -41" - - - SCALE: 111 X 17 114' - 1' -r 1 i 6 0 r E N T S Is r R OPRIC TART WT 1VAT VRE . Apff use OA of* IBC RESIRICIED AREA TO III" UNMIMXIED AT & T E AT &T WIRELESS SERVICES L.L.0 2729 PROSPECT PARK DRIVE ,RANCHO CORDOVA. CA 95670 PACIFIC TELECOM • i• I C.• L L C 3 " r t"" A., . i«dh, Suft am s.I WA. N104-no4 ►h.nm (M) 342 - M ra: (M) 903 -013 swoms DRAWN BY: RLR Q REVISIONS 1.x..1 DATE L� z o A 5 l 000 I RLR U � _ ISSUED FOR KWW AND COWIf RLR L Q cr 3 ISSUED FOR CONSTRUCTION RLR 2 1�1 � F E N DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION INf k A 5 ISSUED FOR LEASE EXHIBIT I RLR A 6/1/04 ISSUED FOR KWW AND COWIf RLR I ISSUED FOR CONSTRUCTION RLR 2 1�1 REISSUED F OR CONSTRUCTION JRP RIVERTON HEIGHTS SC09 I sezo ►Wnc WwAr soon+ TUKWIU, WA 98148 SHEET TITLE A03 llRAPI NT PLAN ANO OETAIIS JOB / DRAWING 0 24897 - 612 A SiiWNASCW - ,%3 REVISION 1 Z 7M1AP1 T"AT MI"vc" amE� .w /RELATE! TO AT&'r WINELESS StMVICES, 11 10 1TMCTLV PROM101TED. I .....a.....�.r'.:JL'..I .. na1l.�...�.04..- .Y._I► .IL mow... ...�.. r..�..�.�r+r +r�ai�urrr•� �rr...r� - - - -y - _ _ _ .. - .. . . . - » a,.. •, a . 4w.. s . r• .• , ..r, . .^ *-.. -Jaw �er. 41 i I I I „F - 53.00' ' It 1.61 "1* 4 — in wl v I N ' CABLING AREV� /� 0.98" FRONT CABINET 2.44" , TOP VIEW NOTE: CABINETS INSTALLED ON THE FLOOR OR ON AN I -BEAM STRUCTURE SHOULD BE ABLE TO SUPPORT THE CABINET WEIGHTS AND CONFOR TO THE SECURING HOLES SHOWN. A SPECIFIC ANCHOR KIT IS PROVIDED BY NORTEL WITH THE CABINET. UMTS MOUNTING PLINTH SCALE: (24 "X36 "): NOT TO SCALE SCALE: (1 1'X17"): NOT TO SCALE NORTEL UMTS OUTDOOR DIMENSIONS CABINET HEIGHT x WIDTH x DEPTH OUTDOOR 51.18 "x53.15 "x27.56 "x27.56 "/37.4" (1300mm x 1 350mm x 700 /950mrn•) NORTEL UMTS OUTDOOR WEIGHT & SLAB LOADING CABINET APPROX. MAX. WEIGHT MAX. SLAB LOADING OUTDOOR OUTS BTS (WORST CASE) 1.050 LOS 1.229 LBS /FT' (477 KG) (600 KG /M' ) NORTEL OUTDOOR MINIMUM CLEARANCES DIRECTION MINIMUM CLEARANCE CABINET REAR AND WALL 7,87' (200 mm) -CABINET RIGHT /LEFT SIDE AND WALL 11 81" (300m►n) ABOVE THE CABINET 11.81 (300mm) IN FRONT OF THE CABINET 51.18" 1300mm 04 -5 s I h p 0 PLIWH OF SSC CABINET t 37750 V -7" t p O �O b 4 4" 1 OUNTING .PLINT - SSC WKE: (I I llr • 1'-W 40 C 4 f I if ` b .I to 9 '00 _SSC CABINET SSA DRAWN BY: RLR HEIGHT: 77" DEPTH: 30" WIDTH: 52 MAXIMUM CABINET WEIGHT: 1.139 LBS. W m mzi 424-wir-M 4k l� IE �j Ij r � UMTS CABINET SCALE: (24 "X36 "): NOT TO SCALE SCALE: (11 "X17 *): NOT TO SCALE EVIEWED FOR R �� p� �►MPLIAN OCI z 2004 Of Tut;; Clt�i ,% C T B Ulf. DI SSC CABINET AC SERVICE LATERAL S POWER FLEX OONDUR ELECTRICAL KRViCE METER - dwmmmor NOTE: STUD - U TUB TELCO COWS STUB UP ---e-0 LOCATION(S) PER SITE CONDITIONS AS NECESSARY. COORDWATE WITH TRl1C MANfiCEA. 04-005 next. 04-13" "m MI 09%1 afte (i no I r% NOT 1S soma ONSTRUCTiON DOCUMENTS Is PROPRIETARY MY NMATURE. ANY USE OR CISCL.OSU New 04 -5 T WHICH DI RE mm AT &T AT &T WIRELESS SERVICES. L.L C 2729 PROSPECT PARK DRIVE RANCHO CORDOVA. CA 95670 PACIFIC TELECOM . 89 • I C .. L L e DU F'k t AwM» Sw1A. Sup. 950 Som"le. NA. 1 104 -ZW4 Phone: (209) 142 -9000 Few: (209) 901 -faS13 �pp +i O Z Io- 7 Z O = Cr ; � Q � W DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION INf k A SI/19/W ISSUED FOR LEASE EXHIBIT RLR A 611A4 ISSUED FOR II M AND COWNT RLR 1 ISSUED FOR CONSTRUCTION RLR 2 REISSUED FOR CONSTRUCTION JRP RIVERTON HEIGHTS SC09 15820 PACF1C INGNYIAT SOUTH TUKWILA, WA 98188 SHEET TITLE i pSMM1MENT �I►tl9 UTILITY STUB --UPS =%I: w.xmo. low To !=E 04 JO B E-61 DRAWING / wj": (11 17" �I NOT 1r I M1L 2 489 7 1 A - STTLAASCW - A04 RE v1S*N 1 2 AT&T' WIRELESS SERVICES, INC. IS STRICTLY PROHIBITED. a Q111i r � 40 �'%nNb SEP 4? I%r %)000 f r 1 z C MOUNT - - - --•-- STRAIGHT STANDOFF MOUNT FOR SECTOR CROSS - ARM VALMONT /MICROFLECT B1820 OR APPROVED EQUAL- - STRAIGHT PIPE FOR ANTENNA MOUNTING VALMONT /MICROFLECT 131478 OR APPROVED E QUAL SECTOR CROSS -ARM f'OR FOUR ANTENNA(S) VALMONT /MICROFLECT 131822 OR APPROVED EQUAL O D O - O• !j. -.O O• • w •p PLINTH OF o PLINTH OF U N CABINET 2 CABINET 1 22" r 22" 21" Q• • • Q• .• •� q O 0 p -. �r AN M OUNT TO MONOPOLE SCALE: (24 NOT TO SCALE SCALE: (11 "X 17'): NOT TO SCALE VML IM/MICROFLECT LWYUtSAI TW- BRACKET MOUNT (OR APPROVED EQUAL) 025" TN- ItACKFT FOR 12 10 24 OM POLE 82503 W -WWKET FOIL 24" 10 36' ft POLE 5=4 74"RACKET FOR 36" TO 48" ON POLE 10- eW1CKET FOR 48" TO 60" rat POLE MONOPOLE - pant may exceed ACC ge neral public exposure limit. RIVERTON HEIGHTS Obey 90 posted sigre and site amine for wc,* in radio S C Q 9 frtgve�cy envfronm�r►ts. 1 5820 PACIf1C HIGHWAY SOUTH •1 ow ftnw am Fee" ea"ftm as cammmom 4#0 w T l 11 W 11 A WA CAI MA � 11w wwwq yr 6 47 QR ANTENN COLLAR MOUNT T IOU: 0*0X36w)-NW To IME BILE: (1 1"X 17'1; vw 10 mala[ &Q=_CONTAJNEO IN THIS SET OR' CONSTIRrL 03 -2 MOUNTING PLINTH — NOKIA SCALE: (24 "X36 "): NOT TO SCALE SCALE: (11 "X 17 NOT TO SCALE 13 -02 ?� r 13 01 ; •' I 04 -4 son A r. � r V I FW R WRASITE STS MANUFACTURER: NOKIA HEIGHT: 76.4" DEPTH: 29.5" WIDTH: 30.0" MAXIMUM CABINET WEIGHT (WITH UNITS): 845 LBS. ,q 04 =47 NOKIA BTS CABINET SCALE: (24 "X36 "): NOT TO SCALE SCALE: (11 "X17'): NOT TO SCALE 04--5 r O SITE ID SIGNAGE RF WARNING SIGN 03-2 some 0600n: NOR 10 ~ 1 3 -C to": w"xmo): W TO sMLE Sam 1910min off w n" ,ores: (I1"kl T'1t NOT 1p VALE 1 pro Doc NTS I S PROPRIETARY BY NATURE An11i {fair ^v%ad w TMA1V THAT CT SHEET TITLE A05 amm"?% C110N MAILS CODE CC3M � AN C . "4897 612 A sI2LW - AM REVISION 2 W INITk Q DANGER KEEP O FF O Q A STTLWASC09 2 004 f 0 Syr I ISSUED FOR CONSTRUCTION R L FZ Z RIVERTON HEIGHTS REISSUED FOR CONSTRUCTION .lRP FOR EMERGENCY ACCESS OR WHEN WORKING ON THIS SITE, CALL 1- 800 - 8324662 Gf uKw11a 0 FCC CALL SIGN DIVS10 v K N L G 548 Rodin f nc f" b L A th' r O SITE ID SIGNAGE RF WARNING SIGN 03-2 some 0600n: NOR 10 ~ 1 3 -C to": w"xmo): W TO sMLE Sam 1910min off w n" ,ores: (I1"kl T'1t NOT 1p VALE 1 pro Doc NTS I S PROPRIETARY BY NATURE An11i {fair ^v%ad w TMA1V THAT CT SHEET TITLE A05 amm"?% C110N MAILS JOe 0 DRAWING / "4897 612 A sI2LW - AM REVISION 2 �rr1IC►, a ►�aE �♦ 1tEU►1 T ATAct wlrt ELES! stRvlCES" �NIC. r! lTrticTL.r �ROFr,H1TEp. Air&T E-AT&T WIRELESS SERVICS L L C. 2729 PROSPECT PARK DRIVE , RANCHO CORDOVA, CA 95670 t R f • j �.n. PACIFIC TELECOM 6 R S• 1 C t•. L L C M Du nn► .m" :«,»t. sue. M S".111". WA. %104 -nos Mwwt (206) 342 -1000 fu: (3=) 003-0513 i G DRAWN BY: RLR CHECKED BY. SI O Z 1 .1 _ ',, V W INITk Q C 3: CIE LEASE EXHIBIT Q A ZE n � Syr DATE: 5/19/04 DRAWN BY: RLR CHECKED BY. SI REVISIONS REV. DATE DESCRIPTION INITk 5PI/a LEASE EXHIBIT RLR A 61/01 ISSUED FOR �IIEIr �v+o Caff RLR I ISSUED FOR CONSTRUCTION R L FZ Z REISSUED FOR CONSTRUCTION .lRP S % que y �e s eyon 1a i r DRAWN BY: RLR CHECKED BY $l REVISIONS REV. 0 00000 DESCRIPTION INPIAL A 5/12/04 TO BATTERY CABINET RLR A 6�I�M RLR ( OPTIONAL) ISSUED FOR CONSTRUCTION RLR 2 �n L._ J R P O C O :: O O G C G � " O 4 Q Q O 0 o z On') GND AC CABLE $US PORT(S) SEAL EXTERNAL ALARM RF BULKHEADS — , PORT(S) rKUZ I tu 1 ` BLUE LETTERING (ARIAL FONT) 2: zo 60 MIL. WHITE PLASTIC City Of 'T U BUILDING M )j vN U MTS CABINET BASE (FRONT VI SCALE: (24 "X36 NOT TO SCALE SCALE: (11 "X 17): NOT TO SCALE 4 "0 SCI STEEL F CONCRE PAINTED NQ= - A LINE OF t01.1ARDS SPACED AT S' -O"' O.C. UM TO PROEM A LARGE AREA OR OBJECT. - A SMALL, MATED, IWAE 09ACT REOVIIIES FOYR POSt EQUALLY WMAD ARMW PROTECTED OBJECT. BOLLARD TYPICAL solr<E: (#4`x36': NOT TO EM IQM.E: �tT'Ic 17" �e NarT >M solBt 4ATI CONTAINED Fir TMIS SET OOP CONSTRLx1 „ O 05 -5 NO TRESPASSING SIGNAGE SCALE: (24`X36': NOT TO SCALE SCALE: (11 "X17): NOT TO SCALE s! O ; O h I b � 0 TELCO BOX, COORDINATE WITH LOCAL UTILITY PRIOR X - TO CONSTRUCTION. (SEE NOTE BELOW) I —' - -- PIPE CAP (TYP) - P1000 UNISTRUT - GALV. (TYP) UNISTRUT PIPE /CONDUIT CLAMP P1119 OR P2558 -35 (GALV.) (TYP). FOLLOW MANUFACTURERS RECOMMENDATIONS FOR BOLT TORQUE - SUPPORT POST - ---/ -� P1001 A UNISTRUT — 3 "4 SCH.40 PIPE (GALV) OR 3'0 RGS COM" (GALV) 6' X 6' X 1/2 STEEL PLATE CONCRETE SLAB if 3 /e' HILTI EXPANSION BOLTS WITH 3" MIN. EMBEDMENT CIE: TELCO BOX (IF REOUIRED). TO BE 30 NEMA 3R WITH 1 /2" PLYWOOD BACKBOARD (TEITRENO OR APPIIOWD EQUAL) WITH /6 OMM. UTILITY FRAME 13--0 s ML- a' w)., gwwr• -r QOCVMENTS IS PR;jIIllIIIIfW?ARV N Nw1TVRE. AP*V VS! OA' OvSZLOSLlRE p'1 1 13 -1 2 r SNAP -IN HANGERS (TYP) r 7/8`4 COAXIAL h CABLE (TYP) BANDING, MICROFLECT PRODUCT NO. 81769 ... O O O o i 6 � OR APPROVED EQUAL 06 -23 COMPACTED CRUSHED STONE OR GRAVEL (OPTIONAL: THICKNESS AS REQ'D) J4 REBAR A 12" O.C. EACH WAY ON � OF SLAB Goo DATE. 5/19/04 DRAWN BY: RLR CHECKED BY $l REVISIONS REV. DATE DESCRIPTION INPIAL A 5/12/04 ISSUED FOR LEASE EXHIBIT RLR A 6�I�M ISSUED FOR RD" AW C OUNT RLR 1 ISSUED FOR CONSTRUCTION RLR 2 �n REISSUED FOR CONSTRU J R P RIVERTON HEIGHTS SC09 15l20 PACIFIC FIIGIMIAY 501ltN TUKWILA, WA 98108 SHEET TITLE i i A06 womiquavalil Btu" JOB / DRAWING 14997 -612 A - STT LWAS•:(9 - ACS REVISION 2 CONCRETE EQUIPMENT PAD ONO 04- 1 Molds: sm'xm"): "OT >S w" 1 1 '- ;i �yy 1 I r W HICH O( FR'ECT LV RCLATES TO AT& WI ELESS SERVrCES, "vc. IS STRICTLY PROP-.191TE0. . .. ♦ .. w - .r .. i s� .- . ..-. .. yr r,6.. __,:r..+ta..ii"�U,�eC3 .1 r .l,�v. > -. COAXIAL CABLE SUPPORT KIT MICROFLECT PRODUCT NO. 82424 OR APPROVED EQUAL COAX CABLE SUPPORT BRACKET SCALE: (24 "X36 "): NOT TO SCALE SCALE: (11 "X 17 "): NOT TO SCALE AT&T AT &T WIRELESS SERVICES. L.L.C. 2729 PROSPECT PARK DR IVE RANCHO CORDOVA, CA 95670 PACIFIC TELECOM 850VIC26.t LC .1 First Awn.w sew. sehe sso sews.. WA. "164 -taw rw.em (m) 342 -om r em: (2") 903 -95 1 N 7 _ C] Z Z c . « J Z , O = =:!2 S/ d 00& Se t o ' 4?o i g M�T CONCRETE SLAB (REFER TO PLAN FOR DIMENSIONS) . 1 CHAMFER (TYP) FINAL GRADE 2% SLOPE AWAY FROM CONCRETE SL 10' RAIN. MANUFACTURER do PART#: MATSUSHITA VIC -100 DIAME T EW 35" (90 MM) HIEGHT: 3.8" (96.4 MM) WEIGHT: 10.58 OZ (300 G) MOUNTING METHOD: POLE FOR 1.0- 14UNS -2A CONNECTORS: N. TNC i COLOR: WHITE +RADOME - HOUSING (DIE -CAST ALUMINUM AND PAINTING) c4 E M N Q 0 _ E N 1E N tD In MOUNT 2.98" 75.7mm el E 4q I d 1 00 1 m E I ao co �I � N N (N TYPE) E911 GPS ANTENNA (FUTURE SCALE: (24 "X36 "): NOT TO SCALE SCALE: (11 "X 17"): NOT TO SCALE NI C' O 1 - (TYP.) 10IIMA ANTEliAl1A f-- GSM 1900 ANTENNA ANT TP" (TYP. E.A. SECTOR) wO CIS QYP. EA. SECUM - GSM 850 ANTENNA - n VIP. EA. SECTOR) I 1 . AT AT&T WIRELESS SERVICES. L L.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA. CA 95670 PACIFIC TELECOM 1 l• I C .. , L L C ew nr.t w.«ws somm. suft sso s.."I% WA. 94104-M4 'Mwr. (M) 342 -OM far (2011) N3 -6513 *own 40010 C] Z 2!! O 15 � _ 4 � W p ►� T DATE 5/19/04 DRAWN BY: RLR CHECKED By SI t REV. DATE DESCRIPTION i *own 40010 C] Z 2!! O 15 � _ 4 � W p ►� T DATE 5/19/04 DRAWN BY: RLR CHECKED By SI REVISIONS REV. DATE DESCRIPTION INITLk A $ ISSUED FOR LEASE EXHIBIT RLR A 1 6/11m ISSUED FOR Rf" MD CONTENT RLR 1 uM/b� ISSUED FOR CONSTRUCTION RLR REISSUED FOR CONSTRUCTION URP RIVERTON HEIGHTS SC09 15020 PACKIC FNGIIMAT SOUTN TUKWILA, WA 98188 SHEET TITLE P*,o4.- FO 2 w cuffs J08 DRAWING / 2 4597 - 612 - STTLWASCC9 - RFW REVISION I 2 V ANTENNA LAYOUT ANTENNA SPECIFICATIONS ANTENNA SP IFICATIONS 1 sm_� so": w" 36 •k Not I* ow 03-27 salrl c: p�ic36 Nor To SCALE 3-25 SIM: WX361: NOT TO SM 03 -2 11 ALE: (11"On NOR TO SCALE n NOT 10 sm am: (11'X17'" k NOR 10 KITE[ 4.57' OOWNTILT BRACKET er ANTENNA r PIPE MOUNT -COAX JUMPER fAOM ANTENNA Tn /RAIN COAX CABLE MANUFACTURER: KATHREIN PART # - 730 684 LE NGTH: 51.02" (1296 MM) WITH: 10.31" (252 MM) DEPTH: 4.57' (116 MM) CONNECTOR: 20 116" ON BOTTOM SLOWAL MIND SPEED: 124 MPH (200 x M / M VALMONT MICROFLEC UNIVERSAL PIPE ` ADAPTER KIT PART { EXISTING ICE BRIDGE POST (OR SIMILAR) FUTURE 07_Q1 GPS ANTENNA ,,� 1 1/4 NOMINAL DIAMETER (1.66' ACTUAL O.D.) X 2' -0" MAX SCHEDULE 40 GALVANIZED STEE MOUNTING PIPE SEE NOTE 4 COAX CABLE 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCtEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. 2. ALL GPS ANTENNA LOCATIONS muST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA 3. THE WEIGHT OF THE ANTENNA MOUNT IS 6.5 LETS. 4. IF ICE BRIDGE OR SIMILAR POST IS NOT GROUNDED. GROUND WITH #2 AWG TINNED BARE COPPER WIRE EXOTHERMICALLY BONDED TO POST AND CONNECTED TO GROUND RING. GPS ANTENNA PIPE MOUNT 07 01 � 1 �/ SCALE: (24 "X36 "): NOT TO SCALE ";1,� v SCALE: (I1 "X17'): NOT TO SCALE m r, r-�1 i�C v ZOO � 3.7 OCT t 07 -05 ('� �� } t(Ij� � a DOWNTILT BRACKET city . 1j 0 DIM "� '�" ANTENNA M PIPE MOUNT 'wyf_�p d i rw no. ft- $ tr b r �O O� t - --COAX JUMPER FROM ANTENNA TO IMak COAX CABLE MANUFACTURER: ALLGON DART /; 7721.00 LENGTH: 51" (1207 MM) W'DTH: 6.6" (167 MM) DEPTM: 3.5" (09.5 MM) CONNECTOR: 7/16" OW W"OM AND RP MOUNTS SUVMAL MIND !PE 156 MPH (70 M /S) H If4r RmAT IN TMI;, SET Of- CONSTRUCTION 0=4,11 TENTS IS PROPRIETARY MY NATURE. ANY USE 00 OtSCLOSUItt OTHE1! THAN THA I M DiRr6CTL IIMLATEg T I1 R4 Fj ITEO. 1 • QUANTITIES SHOWN IN ( ) ARE TOTAL QUANTITY. 2. ACTUAL tENGTHS SHALL BE DETERMINED PER SITE CONDITION BY SUBCONTRACTOR. 3. THE DESIGN IS BASED ON RF DATA SHEETS, SIGNED AND APPROVED. 4. RADIO SIGNAL CABLE AND RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC, NFPA 70). CHAPTER 8. 5 ALL SPECIFIED MATERIAL FOR EACH LOCATION (E.G., OUTDOORS, INDOORS - OCCUPIED, INDOORS- UNOCCUPIED, PLENUMS, RISER SHAFTS, ETC.) SHALL BE APPROVED, LISTED, OR LABELED AS REQUIRED BY THE NEC. 6. RADIO SIGNAL CABLE SHALL BE SUPPORTED AT MINIMUM OF EVERY THREE (3) FEET EXCEPT INSIDE MONOPOLES OR LATTACE TOWERS WHERE CABLE AND CONNECTOR MANUFACTURERS SUPPORT RECOMMENDATIONS SHALL BE FOLLOWED. MANUFACTURER RECOMMENDED CABLE SUPPORT ACCESSORIES SHALL BE USED. 7. THE OUTDOOR CABLE SUPPORT SYSTEM SHALL 13E PROVIDED WITH AN ICE SHIELD TO SUPPORT AND PROTECT ANTENNA CABLE RUNS. SEE SITE PLAN FOR DETAILS. 8. DRIP LOOPS SHALL BE REQUIRED ON ALL OUTSIDE CABLES. CABLES SHALL BE SLOPED AWAY FROM THE BUILDING OR OUTDOOR BTS CABINETS TO PREVENT WATER FROM ENTERING THROUGH THE COAXIAL CABLE PORT, 9. ALL FEEDER LINE AND JUMPER CONNECTORS FOR GSM SHALL BE AWS APPROVED 7/16 DIN CABLE CONNECTORS THAT MEET IP68 STANDARDS. 10. WHEN MODIFYING EXISTING TDMA COAXIAL CABLES FOR GSM USE, REMOVE ALL EXISTING N TYPE CONNECTORS WHERE FEASIBLE AND REPLACE WITH NEW 7/16 DIN CONNECTORS. 11. MINIMUM CABLE BENDING RADIUS SHALL BE ADHERED TO IN ACCORDANCE WITH SECTION 6.0 OF DESIGN CRITERIA (DOCUMENT NO. 24623- 033 -3DR- GET - 00001). 12. ALL 7/16 DIN CONNECTORS SHALL BE IP68 RATED. ALL OUTDOOR CONNECTORS AND ALL COAXIAL CABLE SHIELDING GROUND POINTS SHALL BE WEATHERPROOFED IN ACCORDANCE WITH THE FOLLOWING PROCEDURE: START WITH ANDREW WEATHERPROOFING KIT TYPE 221213 START TAPE APPROXIMATELY 5 INCHES FROM THE CONNECTOR AND WRAP 2 INCHES TOWARD THE CONNECTOR, THEN REVERSE THE TAPE SO THAT THE STICKY SIDE IS UP. TAPE OVER THE CONNECTOR OR SURGE ARRESTOR UNTIL THREE (3) TO FOUR (4) NICHES BEYOND THE CONNECTOR AND REVERSE AGAIN WITH THE STICKY SIDE DOWN FOR ANOTHER INCH OR TWO. ADD THE BUTYL RUBBER AND FINISH WITH A FINAL LAYER OF ANDREWS TAPE. 13. MHA's/TMA's SHALL NOT BE PAINTED. 14. ANTENNAS SHALL BE PAINTED, WHEN REQUIRED TO MATCH EXISTING ANTENNAS IN ACCORDANCE WITH ANTENNA MANUFACTURERS' SURFACE PREPARATION AND PAINTING RECUIREMENTS. ALLGON ANTENNAS SHALL USE ALLGON SYSTEM AB; ALLGON DOCUMENT NUMBER 990323/LL KATHREIN TECHNICAL BULLETIN #1 OCT. 99. 15. CABLE SHIELDS, AND TOWER CONDUITS SHALL BE GROUNDED AT THE TOP OF THE. TOWER, WITHIN 10 FEET OF THEIR CONNECTORS, AND AT THE BCT70M OF THE TOWER ABOUT 6 INCHES BEFORE THEY TURN TOWARD THE FACILITY. THEY SHALL BE GROUNDED AT THE MIDPOINT OF TOWERS THAT ARE BETWEEN 150 FEET AND 300 FEET HIGH, AND AT INTERVALS OF 150 FEET OR LESS ON TOWERS THAT ARE HIGHER THAN 300 FEET. THEY SHALL BE ALSO GROUNDED AT THE WAVEGUIDE ENTRANCE TO THE FACILITY. 16. APPROVED GROUNDING KITS, WHICH INCLUDE GROUNDING STRAPS, SHALL BE USED TO GROUND THE COAXIAL CABLE SHIELDS, AND CONDUITS. THE GROUND CONDUCTORS FOR THE KITS AT THE TOP OF THE TOWER, ANC IN THE MIDDLE SECTION OF THE TOWER, ARE BONDED DIRECTLY TO TOWER STEEL USING EXOTHERMIC, BOLTED, OR APPROVED CLAMP CONNECTIONS. 17. ALL RADIC SIGNAL CABLE SHALL BE LABELED WITH COLOR-CODED ELECTRICAL TAPE (3M SCOTCH 35. 7 MILS THICK, 36 INCH WIDE, VINYL ELECTRICAL TAPE, OR CONTRACTOR APPROVED EQUAL) AND BRASS OR STAINLESS STEEL IDENTIFICATION TAGS AS SPECIFIED IN DETAIL 01 -03 (THIS SHEET). 18 RECOMMENDED SURGE ARRESTORS THAT CAN BE USED WITH THE BTS EMPMENT- ANDREW- 7/16 DW M/F WIDEBAND 1/4 WAVE, GAS TUBE WITH DC BYPASS HUBER +SUHNER: 7/16 DIN M/F WIDEBAND 1/4 WAVE. GAS TUBE WI DC BYPASS 19. DUPLEXERS AND /OR 014"ERS AND MOUNTING HARDWARE (J CLAMPS) WHERE REQUIRED SHALL BE SUPPLIED BY CONTRACTOR AND INSTALLED W. THE SUBCONTRACTOR. 20• MHA/TMA'S TO LIE INSTALLED AT TOWER TOP. 94ALL OE SUPPLIED BY CONTRACTOR (WHERE REQUIRED) AND INSTALLED BY THE SL4DC0NTRACTOR. 21• ANTENNA FEED LINE ITEM SWEEP IESTN4(' SIMLL BE AERFORMFD AND REPORTED IN ACCOIOANCIF WITH THE REOUIREMENTS OF AWS DGCWENIT NO. WNS -0754 (LATEST COWRACTUR MILL, NOT ACCEPT A RAND SIGNAL CABLE WSTALLATI Nd WITH �Y %*TP TEST iIESMT& RF NOTES SECTOR ANTENNA (TYP) COAX (TYP) SURGE ARRESTOR (TYP) JUMPER CABLE ( TY P) RF COUPLERS (TYP - IF APPLICABLE) MALE (TYP) -- FEMALE (TYP) I� I r BTS EQUIPMENT CABLE MARKING LOCATIONS DRAM ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING LOCATIONS TABLE BELOW: CABLE MARKING LOCATIONS NO TAPE I TAG LOCATIONS 1 X CABLE END OF THE MAIN COAX RUN WHERE THE COAXIAL CABLE AND JUMPER TO THE ANTENNA ARE CONNECTED. 2. X X CABLE ENTRY PnRT ON THE INTERIOR OF THE SHELTER. 3. X A4 END OF JUMPER AT BTS CABIN RE V I ON ED P � m OCR 212004 O N gv . A - Al GAMMA, C. OR Z ALPHA, A, OR X RF CABLES RF CABLES ' C2 THRU C6 A2 THRU A6 AS REO'D AS REO'D " Cl $1 BETA, B. OR Y t' RF CABLES B2 THRU B6 AS REQ'D „ SECTOR ORIENTATION /AZIMUTH WILL VARY FROM REGION TO REGION AND IS SITE SPECIFIC. REFER TO RF REPORT FOR EACH SPECIFIC SITE TO DETERMINE THE SECTOR ORIENTATION. &UNNA SECTOR AND CABLE DEFINITION CABLE MARKING COLOR CONVENTION TABLE ANDREW HELIIIX r.ABLE MODEL NUMBER CABLE CABLE CABLE CABLE CABLE CABLE SECTOR Al A2 A3 A4 A5 A6 ALPHA, A. X ONE TWO THREE FOUR FIVE SIX 5" (127 mm) RED RED RED RED RED RED VXL7 -50 CABLE CABLE CABLE CABLE CABLE CABLE SECTOR B 81 B2 83 84 B5 86 BETA, B. Y ONE TWO THREE FOUR FIVE SIX CR 50 1873 BLUE BLUE BLUE BLUE BLUE BLUE 1/4" (0.25 ") CABLE CABLE CABLE CABLE CABLE CABLE SECTOR Cl C2 C3 C4 C5 C6 GAMMA, C. Z ONE TWO THREE FOUR FIVE SIX 2 1/4 (2.25 ") GREEN GREEN GREEN GREEN GREEN GREEN ANDREW CABLE CABLE CABLE CABLE CABLE CABLE SECTOR D1 D2 D3 D4 D5 D6 DELTA, D. W ONE TWO THREE FOUR FIVE SIX YELLOW YELLOW YELLOW I YELLOW `MELLOW YELLOW NOTE: 1. USING COLOR BANDS ON THE CABLES. MARK ALL RF CABLE BY SECTOR AND CABLE NUMBER AS SHOWN ON "CABLE MARK;NG COLOR CONVENTION TABLE" (EXAMPLE SECTOR ALPHA, CABLE A3 WOULD BE THREE REC BANDS). 2 THE STANDARD CABLE MARKING TAPE IS BASED ON THE "4 NEMA" COLORED TAPES - RED, BLUE, GREEN AND YELLOW. 3. WHEN INSTALLING NEW COAXIAL CABLES, THIS GUIDELINE IS TO BE IMPLEMENTED AT THE SITE REGARDLESS OF TECHNOLOGY. • Sector Coble ATTWS LjNE TO PROVIDE ADDITIONAL IDENTIFICATION EACH RF CABLE SHALL BE IDENTIFIED WITH A METAL TAG MADE OF STAINLESS STEEL OR BRASS AND STAMPED WITH 7HE SECTOR, CABLE NUMBER, AND "ATTWS" TO IDENTIFY ATdC7 WIRELESS CABLES. THE ID MARKING LOCATIONS SHOULD BE AS PER "CABLE MARKING LOCATIONS TABLE ". THE TAG SHOULD BE ATTACHED WITH CORROSION PROOF WIRE AROUND THE CABLE. PEFERRED TAG LABELING SHOULD BE AS SHOWN ABOVE "TUM LINE TAG AND "Q5K LINE TAG CABLE MARKING TAGS ENNA SECTOR & CABLE DEFINITIONS RF :,ABLE MINIMUM BEND RADIUS ANDREW HELIIIX r.ABLE MODEL NUMBER COAXIAL CABLE NOMINAL SIZE COAXIAL CABLE MMNAIIIM KENO RADIUS FSJ1 -50A 1/4" (0.25 ") 1" (25 mm) EFX2 -50 318" (0.375'7 1.75" (45 mm) FSJ2 -50 3/8" (0 -375'7 1" (25 mm) FSJ4 -505 do FSJ4RN -508 112" (0.5 ") 1.25" (32 mm) LDF4 - 50A do LDF4RN -50A 1 12" (0.5 ") 7/8" (0.875'7 5" (127 mm) 10" (254 mm) LDF5 -50A do LDF5RN -50A VXL5 -50 7/8" (0.875 ") 5" (127 mm) LDF6 -50 & LDF6RN -50 1 1/4" (1.25 15" (381 mm) LDF7 -50A do LDF7RN - 50A 1 5/8" (1.625 ") 20" (508 mm) VXL7 -50 1 5/8" (1.625 ") 15" (381 mm) LDF12 -50 2 1/4" (2.25'7 24" (610 mm) CABLE MODEL COAXIAL CABLE NONNNAL SIZE COAXIAL CABLE MOWN BEND RADIUS FXL 540 112" (0.5 ") 2" (51 mm) SFX 500 1/2" (0.5 ") 1.25" (32 mm) CR 50 540 1/2" (0.5 ") 4" (102 mm) CR 50 1070 7/8" (0.875 ") 8" (203 mm) CR 50 1873 1 5/8" (1.625 ") 15" (381 mm) RFS CABLE MODEL NUMBER COAXIAL CABLE NOMINAL SIZE COAXIAL CABLE MINIMUM BEND RADIl1S 8 -001 811028 - FOl 811028 -003 811028 -FO3 1/4" (0.25 ") 1" (25 mm) 810917 -001 810917 -FOl 810917 -003 810917 -FO3 3/8" (0.375 ") 2" (51 mm) 810918 -001 810918 -FOl 810918 -003 810918 -F03 810918 -083 810918 -F83 1/2" (0.5 ") 3" (76 mm) 811026 -001 811026 -FOl 811026 -CO3 811026 -1703 811026 -083 811026 -1783 1/2" (0.5 ") 1 3" (33 mm) 810921 -001 810921 -FOl 810921 -003 810 §21 -F03 810921 -083 810921 -F83 7/8" (0.875 ") 5" (127 mm) 810916 --001 810916 -FO1 810916 -003 810916 - FO3 810916 -083 810916 -F83 1 1/4" (1 g" (203 mm) 810920 -001 810920 -FOI 810920 -003 810920 -F03 810920 -083 610920 -F83 1 5/8" (1.625 ") 8" (203 mm) 811046-001 81 1046 -FOl 811046 --003 811046 -FO3 811046 -083 811046 -F83 2 1/4 (2.25 ") 9.5" (Z41 mm) MANUFACTURERS RECOMMENDED TORQUE VD�Oft CON HECTOR {DIN) CONNECTOR (N) CONNECTOR (SMA) ANDREW 220 -265 IN -LB 15 -20 IN - LB 8 IN -LB HUGER +SUHNER 220 -265 IN -LB 6 -10 IN -LB 7.1 -9.7 IN -LB COMMS'COPE a 220 IN -LB 15 IN -L8 I NA j RF CABLE MINIMUM BEND RADIUS AND MANUFACTURERS RECOMMENDED CONNECTOR TORQUE TABLES p Sep p _vy 1 0z" 4 I TYPICAL BEND RADIUS SABLE _CABLE MARKING DIAGRAM AT&T AT&T WIRELESS SERVICES. L L.0 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 N J PACIFIC TELECOM 2 2 R• I e 0 1. L e ses"Im. VIA. 98104 -2=4 Phwm (2N) 342 -OM Few : (M) OU-013 n O 0 L>C V) CD r Itt DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION INITAL A S /19 /M ISSUED FOR LEASE EXHIBIT R! R A 61/04 ISSUED FOR RLR 1 / ISSUED FOR CONSTRUCTION RLR 2 /1 REISSUED FOR CONSTRUCTION JRP RIVERTON HEIGHTS SC09 15020 PACiIC MIfi11MAT SOUTH TUKWILA, WA 98188 SHEET TITLE F 0 3 Ai NOTES Joe 0 DRAWING / 1491E7 -612 A -STTLW A5C * -RF03 REVISION 1 Z 01--04 1- 03 01--02 1-01 INF rMMATION GONTAm Arn IN v"m =ET O*' CONSTRUCTION ME S �'!t i 1 Or- MAUI"" WT NMTVRE. Pww'v I11'AWL OR A+sCLO�VRE O'lM�EFT T19AM T"AT WN"Cfr/ OIIRECTI`Y RELATES TO ATtct WINGLESS SERVICES, INC. 12 STRICTLY 0"OMIBITEO. • 1 71 o nemounmen POM AND TELCO TO K PROMED 1 \ I I y BY T- MOM,E. , EXISTING ASPHALT x I PARKING LOT • ,� � � X � x b PROP06ED AMTS x 05 - 07 K r Plotm POWER x I E03 AmINT (*110' RUN) x PROPOSED AWS • _, i , -,_ 05 - LNiDERGROUND TEL00 - E03 CONDUIT (*121' RUN) UGP UGP ---- UGP 7f ........ - 1 • CONDUIT ADM MM FOR POWER TO UYTS 048w. - PROPOISED AIMS AC �� TRANSR101d TO L10UDTI W LAIERAL r 04 - 4 6 (LJF11C) CONDOR FOR C119lET CONDUT Vida -1up FENMTRRYY , _ x sc ..._. X ` X V k f x ' I ,, K , x x x k i K k x L `f box� coo�oiw►"�rs TELCO X -- x -- x LOM To �1 4 { -o +o + � A,od O ; � o WAIE: (24" X 360) 3/8*-I'-W I INC 2 WALE: (11" X 171 3/160al"-W t I 1 11.1 T'ME INFORMATION CONTAIN O IN TMI T CW STRV ON DOCUMENTS IS PI EXISTING UNDERGROUND POWER CONDUIT -- S EXISTING UNDERGROUND POWER CONDUIT WALE: (24' X 36' 3/32' =1' - 0' WALE: (11 X 1 1 /16 V--r 6 , v P WTARV SIT N ATUIlE. AW VSC OIL' 09SCLASVRE CM 4r* THIAN THAT v � 0 , fr tl � l ^44 I q' � EXISTING UTILITY DROP POLE EXISTING UTILITY POWER POLE lip I I AN I I Y RELATlt$ TO AT&T WIRELESS SERVICES. MC. 19 ST*ICTL'f PR0M181TEO. AT &T AT&T WIRELESS SERVICES L.L.0 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 PACIFIC TELECOM .... I t 1/. L L C S" n.w Arens• s•.f• Sm"s GN s•.m.. WA. w104 -204 rh...•: (tot) sot -t000 r«: (tot) 903-4513 DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION INITIAL REVISION 2 5 /I9/bl ISSUED FOR LEASE EXHIBIT RLR A 6/1/#1 ISSUED FOR RM AND COIKW RLR u ! SSUED FOR CONSTRUCTION RLR Z / I REISSUED FOR CONSTRUCTION JRP RIVERTON HEIGHTS SC09 1 U2 PACfIC FNCIIMAT SWAM TUKWILA, WA 98188 SHEET TITLE Lo I ( LECfR" on " X08 0 DRAWING 24897 A - STT LWAS=11 EG 1 REVISION 2 A � J�GE GO0E p o � 2 � ZOa . ; 4000" ,r' 4 . t - .. fL ... w;r '�, .� '!�' .r.•1 � ., _._...f .... �.... >! 1:... s�- .�.. .� .- ...... ..rt- !�'.�.�. � � ... t.0 .'•.''Sw���i�`- 1'L��:......t. I. �� it t .,..- - _ — •r r fir. Sip p ` k dp --— • O o V O a ` h . O 1 0 AWG 50rnmt FUTURE CPS ��"�'P ( ) GROUND EACH POST ; • d • .o TINNED BCW SEE NOTE GROUND � 1 a �'•O�� •o v q v� 11 ON E05 °• . a - o 0 0 o .I 40 x x GROUND ROD (TYP.) 05_ -17_ — ��` �` --= x _ _ p f • x -MASTER x x GROUND • OAR BUSS MR AT e / BOTTOM OF x 00/ x OS -30 I MONOPOLE E03 t ' � OS -29 ' a O _ELECTRICAL SYMBOLS x �/ ` TIE INTO EXISTING E o 4 fi GROUNDING SYSTEM. FIELD L VERIFY EXACT ROUTE. x ® GROUND ROD WITH ACCESS o � � � �� � I J � CHEMICAL GROUND ROD x x x BUSS A LEV T GROUND ROD x (GROUND COAX DISCONNECT SWITC X x - TEST WELL (lYP.) 05 -05 x - x TO BUSS BAR) x x x —CAD WELD (TYP.) E04 °! ,p � ' M "_ --� os - 21 O METER ® , t x x E03 ,o. CIRCUIT BREAKER caOUNO Rurc + x x o CA DWELD TYPE CONNECT TO ANTENNA. FIELD VERIFY EXACT ROUTE . 2 v x x CWPRESSM TYPE CONNECTION PLACES) GROUNDING WIRE x x -REPRESENTS DETAIL NUMBER o XX -• - REFERENCE SHEET NUMBER '` x xc ABREVIATIONS p, R� M j AWG AMERICAN WIRE GAUGE BCW BARE COPPER WIRE DWG DRAWING 4 "''''*� , .. - � X - x — x x E MT ELECTRICAL METALLIC TU6iNG �� o r y GEN GENERATOR T IGR INTERIOR GROUND RING (HALO) ,. O IIIAC INTERMEDIATE METAI_L•IC CONDUIT MGB MASTER GROUND BAR��� PCs PERSONAL CWMUNICATION WSTEM ri (�� �' ,,.► PTS R TRANSFER IT r Ic � POIWE NSF'ER $rN CM a PVC RIGID (SCI. 40) POLYVINYL CHLORIDE CONDUIT RIGS RIGID GALVAN STEEL RrWY RACEWAY TYP TYPicA t l.E .ClRIC 'AL �t l CII � X � � o � ISC'1 11A11,11�1 IC` CROLI ll�I�J(. PLAN INiORMATION CONTAINED IN TmIS SET OP' TleuCT N umCNT 45 PROPRIETARY RY 0 ATURC. AIVy USt OR 04SCLOSV1tIE OT►4SR T "AN TNr► w1♦1CH DIRCCTLY' RELATES TQ AT WIR 1 1 T 1 T _R_ IT AT &T 1 AT&T WIRELESS SERVICES. L L.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA• CA 95670 N PACIFIC TELECOM a aavIca0.&to >�nm* k*wjw souft suftcw s..Ma. WA. U104 -:04 ►ti.m (ia) 342 -OM rte, ( : a) M3 -631 j, 4 DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION MAUI A 5/191M ISSUED FOR LEASE EXHIBIT RLR A 6 ISSUED FOR K M 40 OWENI RLR 1 � ISSUED FOR CONSTRUCTION RLR RCISSUED FOR CONSTRUCTION J R P RIVERTON HEIGHTS SC09 1920 roc McewAr SOUTH ruKwiu, w,► 915188 SHEET TITLE 2 �MATIC �MlOtJN01NGM PUM�I /WO 9ETAllS 109 DRAWING / i4897- 512 STILWASC09 - EC2 REVIS" 1 Z , 1 9 lop (TYPICALLY) 12" TO 24" i 120" MAX, ANTENNA CABLE 04 o ' - WEATHERPROOFING KIT (SEE NOTE 3) r CABLE GROUND KIT �6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR). SEE NOTE 1 & 2 ANTENNA CABLE CONNECTOR MGM 1. DO NOT INSTALL C/•BLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. ?.GROUNDING KTT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO -PART TAPE KR, COLD SHRINK SHALL NOT BE USED. j .� AT &T AT &T WIRELESS SERVICES L L C 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 FINISHED GRACE OR GROUND AS REQUIRED BY COVER. MATCH SLOPE AND LOCAL UTILITY THICKNESS OF EXISTING — CATIONARY TAPE ., n -_ _ I - � -- UNDISTURBED SOIL ,. .r.,, xr r• PACIFIC TELECOM l• 1 t■•. L L C sss nrW Aw"is s.oft sues sss s..RS., rA6 9014 -:11104 Phorom (200) 342 -soon ►«: (M) Ns -0010 v 'COMPACTED BACKFILL WITH SATISFACTORY NATIVE OR IMPORTED SOIL 2 112 "0 POWER AND COMPACTED SAND 2 "e TELCO CONDUITS (SEE NOTE 2) WHERE APPLICABLE COMPACTED SAND BED (SEE NOTE 1) \ (SEE NOTE 2) 6" MIN. j \ 3 M IN. (TYP.) (TYF•.) 1. CONDUIT SIZE TYPE QUANTITY AND SEPERATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS. LAJ 2. LEAN CONCRETE WITH RED TINTED TOP MAY BE USED IN ?LACE OF COMPACTED SOIL. L;J Oar v� SE T N Ch o COAX CABLE GROUND CONNECTION POWER TELCO TRENCH SCALE: (24'X36'7: NOT TO SCALE 05-23 SCALE: (24"X36'): NOT TO SCALE 0 SCALE: (1 1 " X 17': NOT TO SCALE ' O SCALE: (11 'X 17' ): NOT TO SCALE r c� v Ltau _ col)t `,., o mr , .,1 `` TO ANTENNAS l 2 " - 0 r ' p ° �' �; L ��'V �114A WEATHER; ROOFING 61K)UNND BAR ON a =t ~ �i KIT TYP. WALL. ICE BRIDGE, 0 0 OW i ls FLOOR OR ON ANTENNA TOWER 0 b o" o 01- 0 o o a kG 0 - _" ® O a 0 0 0 _2� COAX JUMPER GROUND KTT (TYP ) 0 0 11 _ �� _ (TYP.) CONNECTOR O Q Q Q Q Q 1) COPPER GROUND BAR. 1/4 "x 4 "x 20 ". NEWTON INSTRUMENT CO. WEATHERPROOFING /6 AWG � \ CAT. NO. 8 -6142 OR APPROVED EQUAL HOLE CENTERS TO MATCH NEMIA KIT (TYP.) SEE NOTE 2 11 1111/ 0 y O O O O DOUBLE LING CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL ANTENNA GROUND W. VARY BASED ON NUMBER OF GROUND CONNECTIONS) WI THOUT INSULATORS. w BONDED DIRECTLY TO TOP 2) INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061 -4 OR APPROVED EQUAL OF MONOPOLE OR TOWER. 15Z , W o0.- r DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION 14M A S /If/01 ISSUED FOR LEASE EXHIBIT RLR A 6/1/01 ISSUED FOR REM AND CGI�ENT RLR 1 f) 5/ X 1' MKS BOLTS, NEWTON INSTRUMENT CO. ISSUED FOR CONSTRUCTION RLR h REISSUED FOR CONSTRUCTION URP SMALL ONLY UK EXOTHERMIC WELDS. I DOWN TO ANT GROUND aAR. TONER MONOPOLE STRUCTURE. CONNECTION TO TOIAIER /MONOPOLE Z. WEATHER PROOFING WALL BE 711110 - MART TAPE KR Co "W %WL NOT K 111M. ANTENNA C/yl,E (AS APPLJCABLE) *TWO MOLE UJ4. OR 3) 5/8 IOCR WASHERS, NEWTON INSTRUMENT CO, TO STS EQUII�IENT ('TYP.) _ _ I FT EXOTHERMIC WEL© TO BE CAT NO. 3015 - OR APPROVED EQUAL I STRUCTURE %ftL K PER MMAIFACTURERS RECOMMENDATIONS. ' dm GROUND WIRE INSTALLATION TYPICAL GROUND BAR AGROUND CABLE CONNECTION sau: po'Xn'):ow w Sl111.E 05 -21 OWL' 00"I13a )."OT To =ftE 05--2 WK•E: pe6"xAllTlm w MW 05--2 soRM (I MIT NOT TO NkE Sti1lG n 17f I r� -NOT 10 W&I I n ANDY w mu SHEET TITLE E03 ENlEC1wICK j f USE WITH #2 AWG BCW TO �� BUILDING SERVICE GROUND 0 TOR �L 4 ) WALL MIMMING BRACKET, NEURON INSTRUMENT CO. 489 7 - 612 A- STTN � AS REv:S10 4 OR GROUND RING CAT N0. A -6056 OR APPROVED EQUAL tO GROUND "00 GROUND BAR MS I�IF; �j ELECTRICALLY BONDED TO f) 5/ X 1' MKS BOLTS, NEWTON INSTRUMENT CO. NOTES; METAL TOILER / MONOPOLJE GROUND BARS AT BOITTOM OF TOWERS /MONOP'OLLS STRUCTURE CAT NO. 3012 -1 OR APPROVED EQUAL 1. DO NOT INSTALL CABLE GROUND KR AT A DENO AND ALWAYS WECT GROUND M'RE SMALL ONLY UK EXOTHERMIC WELDS. S) INSULATORS SMALL K ELIMINATED WHEN SONOING DOEMY TO DOWN TO ANT GROUND aAR. TONER MONOPOLE STRUCTURE. CONNECTION TO TOIAIER /MONOPOLE Z. WEATHER PROOFING WALL BE 711110 - MART TAPE KR Co "W %WL NOT K 111M. I STRUCTURE %ftL K PER MMAIFACTURERS RECOMMENDATIONS. ' dm GROUND WIRE INSTALLATION TYPICAL GROUND BAR AGROUND CABLE CONNECTION sau: po'Xn'):ow w Sl111.E 05 -21 OWL' 00"I13a )."OT To =ftE 05--2 WK•E: pe6"xAllTlm w MW 05--2 soRM (I MIT NOT TO NkE Sti1lG n 17f I r� -NOT 10 W&I I n ANDY w mu SHEET TITLE E03 ENlEC1wICK j f J00 / DRAWI 489 7 - 612 A- STTN � AS REv:S10 4 -HE INIrORMATION CONTAINED IN THIS SET OF CON: T M T 1 P PRICTIARY NATUR . AW USE 00 DISCLOSURE OTIfER THAN THAT 11"11( I OIRECTL'V WCL RT ES TO AT&'r WIRELESS SERVICE!. INC. 19 STRICTLY' IlnWOwIA1TE0. J6 AWG FROM ANTENNA CABLE GROUND KIT - i i. 10 RADIO CABINET PORT MARKED "PROTECTED" RJ48 (TYP) PLASTIC NOTCH- - LABEL T -SURGE SUPPRESSOR ATLANTIC SCIENTIFIC NO. 90700 (OR APPROVED EQUAL) —DIN RAIL – ATLANTIC SCIENTIFIC #21607 (OR APPROVED EQUAL) SEE NOTE 1 RING TONGUE COMPRESSION TERMINAL (SEE NOTE 2) PORT MARKED #6 AWG STRANDED CU, "UNPROTECTED" RJ48 (TYP) THHN GREEN INSULATED GROUND WIRE BONDED TO MGB OR GROUNDED/ ENCLOSURE - – NOTES TO TELCO NIU 1. MOUNT SURGE ARRESTOR ON EXIST'NG DIN RAIL IF AVAILABLE, OTHERWISE PROVIDE ATLANTIC SCIENTIFIC MODEL NO. 21605, 5 -INCH 4 -UNIT DIN RAIL, OR APPROVED LQUAL, AND SECURELY MOUNT TO TELCO BOARD. 2. ATTACH GROUND WIRE TO THE DIN RAIL, SEPARATELY FROM THE RAIL MOUNTING HARDWARE. USING STAINLESS STEEL BOLT, LOCKING WASHER AND NUT OR SELF – TAPPING MACHINE SCREW THAT FIRMLY GRIPS THE DIN RAIL. 3. TVSS MAY BE ORIENTED TO SUIT SITE REQUIREMENTS. T1 SURGE SUPPRESSOR SCALE: (24 "X36 "): NOT TO SCALE SCALE: (11 "X17'): NOT TO SCALE 1 05-4 F AT &T AT &T WIRELESS SERVICES. L.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA. CA 95670 4 PACIFIC TELECOM •• l• 1 C••. L I C spa rw,r Av~ IIAk So% SM S"Nis. WA. »+a -ra Pho (:a) u: -MM ran: (206) 003-6313 7 � U ck� 3t MCC N m O ~ f 1 I ' c oc. I nATV 5 19 nA 4e 69 . i i APE DRAWN BY: RLR " CHECKED BY: Sl MONOPOLE ANTENNA GROUND BAR (CHGBE) COAX TO ANTENNA NEAR TOP OF MONOPOLE REVISIONS (SEE NOTE) iEE DETAIL 21 EXISTING GRADE 3/4" CRUSHED STONE, 18' DIAMETER PRECAST FILL TEST WELL TO WELL WITH SELF SEALING STANDARD GROUND KIT Eos WITHIN 2' OF TOP. STEEL LID. SUBMIT SHOP REV. DATE DESCRIPTION INMAL -0- J6 AWC 2 -HOLE LUC _ DRAWINGS FOR APPROVAL A !V1' p4 ISSUED FOR RLR /2 AWG CU STRANDED WIRE WITH EXtS?ING GRADE LEASE EXHIBIT ._ /6 AWG STRANDED CU GREEN. 60011'. THWN MISULATION / ISSUED FOR WIRE FURNISHED 1rITM KIT � A 6 EVEM R MID CaMYENT RL_R MARK WITH GREEN TAPE STA11�A0 i GROUND LIXr N CADWELD \ r ; � �` I � ISSUED FOR RLR f CONSTRUCTION ANTENNA GROLM BAR BOTTOM OP MONOPOLE �"'1E5T LOOP -- A2 REISSUED FOR SOLID TINNED WIRE 1/15/01 CONSTRUCTION JRP 001111111 CABLE (SEE NOTE) SEE DETAIL - `�' (TV. FOR ALLY EOJ - . • GROUND ,2 AWG T J6 AWG 2 -I OLE LUG , t �� BCw SOLID. TINNED R� L '�O'l �r"`i TOWARDS SHORTEST WE TO E. t TRAY, /' WI AWG SOW INIIED BARE CU RING GROUND �2 AWG CQ�� `JJ T - GROUNDING TOWE WE ICE BRIDGE. OR WIRE OR 3TIMWOED CU WxrE UNDERGROUND CONDUIT WITH GREEN. 60W, TMA►N INSUV►TgN (AS APPLICABLE) LIUSTING MONOPOLE FWR BCW SOLID, TINNED NOTE: �W -�' MELD #2 AWG BCW 0 AL Of ONE WELL PER SOLID TINNED GROUND RING � ZO � � SITE - VERIFY LOCATION GROUND RdD 2 WITH PROJECT MANA GER. COPPER CLAD STEE " RIVERTON HEIGHTS O� S /8ox 10' 0' LONG Sco9 GROUND RoD 1 St20 PACFIC HIMAY SOUTH, CAOWELO (M.) COPPER GLAD STEEL , 3/8'•x10' - L ONG - TUKWILA WA 98188 o Nom. r �� •' NUMBER Of OROIJND MRS MAY VWY a KPENOWVG ON THE TYPE Of MONOPOLE, ANTENNA LOCATION AND CONNECTION •- OWNTATION. PROVIDE AS REQUIRED. V4 a 5 5 . jANTENNA CABLE GROUNDING SCHEMATIC GROUND OD TEST WELL TYPICAL *&%L: 4" "): NO► " $&%1 035-2 SCI&C 4"*X -%'): «a a 1&" 05-1 =Ms.. trsoxxo WT TI♦ IOU 05"-0 .!DALE: (1 / 'x t 7" t mf To lontE =ATE: p"t r k aw m 1p" MILE: (t I'>xt 7":: 9101' 1r am T'ME OMMMAT /ON CONTAINED 1H, TFhS S" OF COQ "M*UCTION DOCUMENTS IS PRORRIETARY By IVATuRE ANY' USE OR DISCLOSURE OTHER THAN THAT WHICH O-RECTLY REL-A'TES TO AT&T WIRELESS SERVICES. INC. IS STRICTLY PROHMITEO. SHEET TITLE 104 cLCem" suits JOB i DRAWING i>f '480 6121 6 A ST Ti.WASCQ9 - La4 REVISION Z Jol ON TES: 1. THIS DESIG"N MAY BE ADJUSTED TO COMPLY WITH SPECIFIC NEC, FEDERAL, STATE, LOCAL CODES AND ORDINANCES. 2. UNLESS SPECIFICALLY INDICATED, CONDUIT TYPE SHALL BE SELECTED IN ACCORDANCE WITH CODE REQUIREMENTS. 3. GAUGE OF ELECTRICAL CONDUCTORS AND CONDUIT DIAMETERS MAY REQUIRE ADJUSTMENT TO COMPENSATE FOR CHANGES IN LENGTH. 4. UTILITY TRANSFORMER AND ASSOCIATED GROUND PROVIDED BY THE UTILITY COMPANY. S. SSC POWER PANEL IS PROVIDED AS PART OF THE SSC CABINET. INTERNAL WIRING OF SSC CABINET IS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY AND MAY VARY ACCORDING TO MANUFACTURER. 6. SUBCONTRACTOR SHALL VERIFY THAT THE MAIN BONDING JUMPER IS INSTALLED PROPERLY. 7. SUPPLEMENTAL GROUNDING ELECTRODE SHALL BE PROVIDED PER NEC CODE REQUIREMENTS. S. METER MAY BE MOUNTED ON SSC CABINET ABOVE THE AN SERVICE ENTRANCE PANEL OR SEPERATELY ON A UTILITY RACK. 9. SSC AC PANEL IS RATED AS SERVICE ENTRANCE EQUIPMENT. 10. INSTALL ONE 1 "0 PVC CONDUIT FOR POWER TO UMTS CABINET. TRANSITION FROM CONDUIT TO 1" LIQUIDLIGHT (LFMC) CONDUIT FOR ENTRY TO NORTEL CABINET. 1 1. CONTRACTOR SHALL COIL AND TAPE AND ADDITIONAL 5' -0" OF WIRING FOR CONNECTIONS BY NORTEL AFTER INSTALLATION OF NORTEL EQUIPMENT. 12. INSTALL ONE 1 "0 PVC CONDUIT FOR T 1 PCM CABLE. TRANSITION DS 1 CONDUIT TO LIQUIDTIGHT (LFNC -B) CONDUIT AT SLAB TO THE CONNECTION POINT ON THE UMTS CABINET. 13. FOR CABINET MOUNTING ON A FRAME REFER TO ARCHITECTURAL SHEETS AND SEE DETAIL 04 -54. 14. TELCO BOX TO BE 30 "x30 "x 12" NEMA 3R WITH 112 PLYWOOD BACKBOARD (TELTREND OR APPROVED EQUAL) MOUNTED TO REAR OF SSC CABINET OR ON H -FRAME NEAR SSC CABINET. REFER TO SHEET E01 FOR TELCO BOX MOUNTING LOCATION. 15. CONTRACTOR RESPONSIBLE FOR CONNECTING ARGUS SSC CABINET TO NOKIA RADIO CABINET, WIREWAY SUPPLIED WITH SSC CABINET. 1 wo PVC CONDUIT NORTEL (SEE NOTE 12) — TDMA CABINET NORTEL UMTS iBTS CABINET 05-58 E04 1 "0 UOLI 71GHT CABLE COVER (LFNC -B) COMM (SEE NOTE 13) (SEE NOTE 12) 000000 l (SEE NOTE 10) #2 ..- - - -- -0 O C} 1 * 0 PVC CONDUIT (SEE NOTE 1'C 3 #6 1 /0 AWG (SONNY) SINNED OCW / t /6 OR TO GROUND RING (SEE NOTE 13) TIMW fr4FQRMATKM CONTM W4 T SET CW CO NSTRUCTjON OOCuMEtrTS IS poofoIhETAfty ey N/► TuRE Amy use OIL'! O ScLoSVot 0 i . 2 "o PVC CONDUIT (VERIFY SIZE AND TYPE WITH LOCAL UTILITY) TELCO SERVICE TE LCO BOX (SEE NOTE 14) ALM TE CO DS1 Tv sS GENERATOR RECEPTACLE -- FACTORY BOND 6 AWG STRANDED i COPPER THWN GREEN INSULATED TO GROUND RING, 4 -PAIR #22 -24 AN FI, N 3/4" CONDUIT 1 "C3 #6 1 #6 GR � 1 �--► -- UTILITY TRANSFORMER (NOTE 4) I Y Y I L_ J UTILITY GROUND (NOTE 4) OCT 120 240 10 200A �"�+'� SERVICE LATERAL 3-1/C 4/0 AWG THHN 2-1/2"o CONDUIT (VERIFY C % r SIZE & TYPE WITH LOCAL Q C UTILITY) • ,_ ' �C�II1�1� o l FACT ORY BOND #2 -1 /C 12 AWG THHN - 1 - 1 /C 12 AWG THHN GREEN INSULATED -- METER BASE GROUND. ROUTE VIA (NOTE 8) SSC INTERNAL WIREWAY. (SEE NOTE - 5) SERVICE CONDUCTORS 2-1/C #4/0 AWG (BY SSC VENDOR) RHH OR RHW -ROUTE VIA SSC INTERNAL WIREWAY (SEE NOTE 15) 20 0A I 200A /1 SSC POWER PANEL (NOTE 5) REFER TO ARGUS TECHNOLOGIES DOCUMENT #030- 604 -05 PROVIDED BY AT &T REPRESENTATIVE INTERLOCKED MAIN BREAKER AND GENERATOR BREAKER ---- 200A DC CIRCUIT BREAKER NOKIA RADIO CABINET NEUTRAL BUSS NOKIA HETA HEATER 4 1 n L V) j �- MAIN BONDING _.._. - JUMPER 1 7 /C 2 AWG ,p (NOTE 6) GROUNDING �R� /T C�/VT�. ELECTRODE - --i CONDUCTOR R GROUND BUSS i J A AT &T AT &T WIRELESS SERVICES. L L.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 .. 1. . i f P'll. %. , , . PACIFIC TELECOM no nro Annw sswh. soft Aso seem. w4. N104 -2ea P%ww: (206) 342 -0000 rw: (NO) 905 -0513 I O l4J ic, h g *=me ° o 7 3 Q� CD Ilia, 0-- DATE: 5/19/04 15A CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION W� A r ISSUED FOR ISSUED EXHIBIT Z U -♦ A -.-• ISSUED FOR RM AND CWNf O (�j to 50/20 N ISSUED FOR CONSTRUCTION ..._ W 60/2 2 1�1�11 SSC POWER PANEL (NOTE 5) REFER TO ARGUS TECHNOLOGIES DOCUMENT #030- 604 -05 PROVIDED BY AT &T REPRESENTATIVE INTERLOCKED MAIN BREAKER AND GENERATOR BREAKER ---- 200A DC CIRCUIT BREAKER NOKIA RADIO CABINET NEUTRAL BUSS NOKIA HETA HEATER 4 1 n L V) j �- MAIN BONDING _.._. - JUMPER 1 7 /C 2 AWG ,p (NOTE 6) GROUNDING �R� /T C�/VT�. ELECTRODE - --i CONDUCTOR R GROUND BUSS i J A AT &T AT &T WIRELESS SERVICES. L L.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 .. 1. . i f P'll. %. , , . PACIFIC TELECOM no nro Annw sswh. soft Aso seem. w4. N104 -2ea P%ww: (206) 342 -0000 rw: (NO) 905 -0513 I O l4J ic, h g *=me ° o 7 3 Q� CD Ilia, 0-- DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION IMTIAL A 5/19/0 ISSUED FOR ISSUED EXHIBIT RLR A 6/l/o$ ISSUED FOR RM AND CWNf RLR N ISSUED FOR CONSTRUCTION RLR 2 1�1�11 REISSUED FOR CON STRUCTION JRP PRIMARY - SUPPLEMENTAL GROUNDING GROUNDING ELECTRODE ELECTRODE (NOTE 7) SING TENANT 12Q/240---200A 10 -SERVICE 1NITH CTERNAL DGCONN C? UMTS SSC 2O0A SINGLE JINE DIAGRAM sco": 0. -x -M,: Nm To sow 5-4 SOU: (I I «W T sow.E w . ♦ ECGYLr RE i d: TO AT ? R �r� 1c VV %.ES! PROHIBITED.