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Permit c4r City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT \/ 0 1 0 :11 ■ vv 1 . Request Permit Action 10v7v i , , , i i, 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: CITY OF TIGARD Building Division Services Supervisor 13125 SW Hall Blvd.,Tigard,OR 97223 Phone: 503.718.2430 Fax: 503.598.1960 www.tigard-or.gov FROM: p Owner ❑ Applicant ❑ Contractor rgl City Staff (check one) REFUND OR Name: N INVOICE TO: (Business or Individual) 1/4 Mailing Address: City/State/Zip: Phone No.: PLEASE TAKE ACTION FOR THE ITEM(S) CHECKED (1): CANCEL/VOID PERMIT APPLICATION. REFUND PERMIT FEES (attach copy of original receipt and provide explanation below). INVOICE FOR FEES DUE (attach case fee schedule and provide explanation below). ❑ REMOVE/REPLACE CONTRACTOR ON PERMIT (do not cancel permit). Permit#: —t j tk.P r}o I ' -DDU76 Site Address or Parcel#: ciao° 1.1/4.D4-6N. .6,2. k-). Project Name: r--1-27M O 61 L F- Subdivision Name: Lot#: EXPLANATION: ke_ A P P Lt C A,0 7- C t ,(' O' ,4.) 1 0%1:414 A N-C 1 c, e_ Cca P, PQ.ol f c-r l4-rt 5 --f- '11. rJ CA CI___L_Lf_1 , 6E- Arrlct e N Si) e k-t 4 , t_ . Signature: C-- C-L l Date: q7/7/4/ Y55, 3$ ""y- 6,y Print Name: b�/v,Pjl� ��><} M S I�1 x Pea r ?( , iv /2‘ 11 Np Refund Policy u -� 1. The Director or Building Official may authorize the refund of: 7(�,/• Af .� 9/, 2/ ('SS.y? a) any fee which was erroneously paid or collected. b) not more than 80%of the land use application fee when an application is withdrawn or canceled before any review effort has been expended. c) not more than 80%of the land use application fee for issued permits. d) not more than 80%of the building plan review fee when an application is canceled before any plan review effort has been expended. 9S5.•3S e) not more than 80%of the building permit fee for issued permits prior to any inspection requests. -7`y ZS- 2. Refunds will be returned to the original Payer in the same method in which payment was received. Please allow 2-4 weeks for processing refunds. �_ FOR OFFICE USE ONLY 9 / ,d Rte to S s Admin: Date ' E® By _, i, Rte to Bid__ldmin: �J7�� B, .ii/iAll1-f� Refund Processed: Date�AFIMIL:'J� Invoice Processed: Date B AY or Permit Canceled: Date VAZI rZi'_ Parcel Ta: Added: Date B — 9/. 7/ Receipt# Date Method Amount$ 3 I:\Building\Forms\RegPermitAction.doc Rev 05/25/2012 e2 /1.fr„iCA 'a n is 0 0 1 � 1 TIGARD City of Tigard May 7, 2014 T-Mobile West,LLC Attn: Chip O'Hearn/Odelia Pacific 8960 NE Alderwood Rd Portland, OR 97220 Re: Permit No. BUP2013-00076 Dear Mr. Hearn: The City of Tigard has canceled the above referenced permit(s) and encloses a refund for the following: Site Address: 9000 SW Washington Square Rd Project Name: T-Mobile Job No.: N/A Refund Method: ® Check#213608 in the amount of$855.99. ❑ Credit card "return" receipt in the amount of$ Note: Please allow 2-5 days for this refund transaction to be credited to your account by the company that issued your card. ❑ Trust account"deposit" receipt in the amount of$ Comment(s): Per applicant's request as job was cancelled. Refund 80% of permit fees. If you have any questions please contact me at 503.718.2430. Sincerely, Dianna Howse Building Division Services Supervisor Enc. 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.639.4171 TTY Relay: 503.684.2772 • www.tigard-or.gov • : k City of Tigard TIGARD Accela Refund Request This form is used for refund requests of land use, development engineering and building permit application fees. Receipts, documentation and the Request for Permit Action form (if applicable) must be attached to this request form. Refund requests are due to Accela System Administrator by each Wednesday at 5:00 PM. Please allow up to 3 weeks for processing of refunds. Accounts Payable will route refund checks to Accela System Administrator for distribution to applicant. PAYABLE TO: T-Mobile West, T.T.0 DATE: 4/29/2014 Attn: Chip O'Hearn/Odelia Pacific 8960 NE Alderwood Road REQUESTED BY: Dianna Howse Portland, OR 97220 TRANSACTION INFORMATION: Receipt#: 190888 Case#: BUP2013-00076 Date: 4/8/2013 Address/Parcel: 9000 SW Washington Sq Rd Pay Method: Check Project Name: T-Mobile EXPLANATION: Per applicant request as job was cancelled. Refund 80%of permit fees. REFUND INFORMATION: Fee Description From Receipt Revenue Account No. Refund Example: Building Permit Fee Example: 2300000-43104 $Amount Building Permit 230-0000-43104 $764.28 129/o State Surcharge 100-0000-43106 91.71 TOTAL REFUND: $855.99 APPROVALS: SI�( S/DATE: If under$5,000 Professional Staff } a,. If under$12,500 Division Manager If under$25,500 Department Manager If under$50,000 City Manager If over$50,000 Local Contract Review Board FOR TIDEMARK SYSTEM ADMINISTRATION USE ONLY Case Refund Processed: Date: _./72/// By: o I:\Building\Refunds\RefundRecuest.doc s 09/U1/21)10 Debbie Adamski From: Chip O'Hearn <cohearn@odelia.com> Sent: Thursday, April 17, 2014 8:46 AM To: Debbie Adamski Subject: RE: PO01283D Washington Square, 9000 SW Washington Square Rd, BUP2013-00076 Good Morning Debbie, After a prolonged negotiation with the prospective Landlord for this site they declared bankruptcy and cancelled the negotiation of the Lease. My thanks to all in your department that helped with this permit. Regards, Chip From: Debbie Adamski [mailto:DEBBIE@ tgard-or.gov] Sent: Thursday, April 17, 2014 8:16 AM To: Chip O'Hearn Subject: P001283D Washington Square, 9000 SW Washington Square Rd, BUP2013-00076 Chip, We are checking on the permits we have in our ready to issue file and the above mentioned permit has been ready to issue since 4/29/13. Please let me know if this project has been cancelled or if we need to do a permit extension on it. All permit fees have been paid. We will need to have a contractor identified prior issuance of the permit. If you want an extension, you will need to let us know the reason for the extension and an approximate timeframe when the permit might be picked up. Thank-you and let me know you have any questions. Debbie Adamski Senior Permit Technician City of Tigard I Community Development 13125 SW Hall Blvd.,Tigard, OR 97223 503-718-2450 DISCLAIMER: E-mails sent or received by City of Tigard employees are subject to public record laws. If requested, e-mail may be disclosed to another party unless exempt from disclosure under Oregon Public Records Law. E-mails are retained by the City of Tigard in compliance with the Oregon Administrative Rules"City General Records Retention Schedule." CITY OF TIGARD IIIII RECEIPT N � 13125 SW Hall Blvd.,Tigard OR 97223 503.639.4171 TIGARD Receipt Number: 191361 - 05/14/2013 CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID BUP2013-00076 Info Process/Archiving-Sm$0.50(up to 230-0000-43135 $15.50 11x17) Total: $15.50 PAYMENT METHOD CHECK# CC AUTH.CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Check 4410 DADAMSKI 05/14/2013 $15.50 Payor: Odelia Pacific Corporation Total Payments: $15.50 Balance Due: $0.00 Page 1 of 1 Building Permit Application V 0 1 0 `/�2 i/'Y Commercial I� ® FOR OFFICE USE ONLY City of Tigard Received y / ( 0 me)/5—oc07lp Permit No.: 13125 SW Hall Blvd.,Tigard,OR 97 Plan Revt Phone: 503.718.2439 Fax: 503.598.1 R 0 8 2013 DateBy: i \ 4 2e Other Permit: ._ �\n Inspection Line: 503.639.4175 Date Ready : Juris: ® See Page 2 for Internet: www.tigard-or.gov CITY OF TIGARD Notified/Method: f,-.S Supplemental Information di r TYPE is i i'' i';j i, ; .= REQ IRED DATA:1-AND 2-FAMILY DWELLING ®New construction ❑Demolition Permit fees*are based on the value of the work performed. Indicate the value(rounded to the nearest dollar)of all ❑Addition/alteration/replacement ❑Other: equipment,materials,labor,overhead,and the profit for the CATEGORY OF CONSTRUCTION work indicated on this application. Valuation: $N/A ❑ 1-and 2-family dwelling ®Commercial/industrial ❑Accessory building ❑Multi-family Number of bedrooms: ❑Master builder ❑Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address:9000 SW Washington Square Road New dwelling area: square feet City/State/ZIP:Tigard,OR 97223 Garage/carport area: square feet Suite/bldg./apt.no.: Project name:PO01283D WashingtonSquare Covered porch area: square feet Cross street/directions to job site:SW Scholls Ferry Road and SW Hall Blvd. Deck area: square feet Located on the Rooftop of Embassy Suites Hotel Other structure area: square feet REQUIRED DATA:COMMERCIAL-USE CHECKLIST Subdivision:N/A I Lot no.:N/A Permit fees*are based on the value of the work performed. Indicate the value(rounded to the nearest dollar)of all Tax map/parcel no.:R235560 equipment,materials,labor,overhead,and the profit for the DESCRIPTION OF WORK work indicated on this application. T-Mobile proposes to construct an unstaffed radio telecommunications facility Valuation: $$80,000.00 consisiting of a three-sector antenna array of(9)total antennas,mounted to an Existing building area: square feet existing penthouse on top of an existing 95'-8"tall building. New building area: square feet ® PROPERTY OWNER ❑ TENANT Number of stories: Name:Nesbitt Portland Property,LLC. Type of construction: Address:2235 Faraday Ave,Suite 0 Occupancy groups: City/State/ZIP:Carlsbad,CA 92008 Existing: Clearwire Phone:(310)566-1100 Fax:( ) New: T-Mobile ® APPLICANT ❑ CONTACT PERSON BUILDING PERMIT FEES* (Please refer to fee schedule) Business name:T-Mobile West,LLC. ° !'i',.0._d c (m,4- s 4(' Structural plan review fee(or deposit): Contact name:Chip O'Hearn-Odelia Pacific Corporation FLS plan review fee(if applicable): Address:8960 NE Alderwood Road Total fees due upon application: City/State/ZIP:Portland,OR 97220 Amount received: $1691 Phone:(503)490-2997 Fax::( ) PHOTOVOLTAIC SOLAR PANEL SYSTEM FEES* E-mail:cohearn @odelia.com Commercial and residential prescriptive installation of CONTRACTOR roof-top mounted Photo Voltaic Solar Panel System. Business name:TBD Submit two(2)sets of roof plan with connection details and fire department access,along with the 2010 Oregon Address: Solar Installation Specialty Code checklist. Ci /State/ZIP: Permit fee(includes plan review $180.00 n and administrative fees): Phone:( ) Fax:( ) State surcharge(12%of permit fee): $21.60 CCB lic.: Total fee due upon application: $201.60 Authorized signature: C `/ This permit application expires if a permit is not obtained ( within 180 days after it has been accepted as complete. Print name:Chip O'H am Date:4/8/2013` * Fee methodology set by Tri-County Building Industry Service Board. I:\Building\Permits\BUP-COM PermitApp.doc 02/24/2011 440-4613T(11/02/COM/WEB) COLLOCATION APR 0 8 2013 Supplemental Questionnaire CITY OFTIGARD • � City of Tigard, 13125 SW Hall Blvd,Tigard,OR 97223 RE CEIV ED BUILDING DIVISION Phone: 503.718.2421 Fax: 503.598.1960 IF YOU ARE APPLYING FOR A PERMIT TO COLLOCATE ANTENNAS, PLEASE COMPLETE THE INFORMATION BELOW. Name of Provider: T-Mobile West,LLC. Property Address/Location of Collocation: 9000 SW Washington Square Road Zone: MUC Collocating antennas on: ❑ Existing tower ® Existing non-tower structure Is this a new provider? ® Yes ❑ No Ifyes, list otherproviders currently collocating on same tower or structure,if any: Clearwire If no, indicate the previous approval(SDR,MAID or B UP#): Height of antenna(s): 95 ft. Color of antenna(s) and accommodating equipment (i.e. dishes): Paint to Match Existing Penthouse Color of existing tower or structure: Will new accessory equipment be installed? ® Yes ❑ No Ifyes,please answer the following: Location of accessory equipment: ❑ Within fenced area previously approved ® Within existing structure ❑ Other location (Please describe below.) Will landscaping be removed to accommodate the accessory equipment? ❑ Yes (Please describe below.) ® No Applicant's Signature: CkAria`C)/ Date: 4/8/2013 Name Printed: Chip O'Hearn Phone: (503)490-2997 FOR OFFICE USE ONLY OK to 'ssue permit. ❑ Do not issue permit. Refer to planner. ( 4- y 1 3 Planning Staff Signature Date I:\CURPLN\Masters\CollocateAntennas.doc ASR 82013 RECEIVED AG ROlIN CONSUlTINCB CITYOFT�GARD 1 1 300 SE LINNy LANE, BoRinq,OR 97009 BUILC�NG DIV' (503)665.9960 FAX(505) 665-5647 SroN AGROLIN®AOL.COMN, ENGINEERING&CONSULTING SPECIAL INSPECTION REQUIRED State (If rn.-wsr,f s r!.° t►iral Specialty Code -- STRUCTURAL _CAL i ! "� 0 n ! tie Wils fj 5.6i(Z t� Sheet No ProleCt I �J I G By I AG RoliN Location D° CONSUITiNq Job No.S .. VJJ TRUCTURAL DESIGN 8 ENGINEERING Clienl J t N f G Revised y 11 a 4- Do!e -Afti rrvhvk c tt 1, 1 I ` �1 p.a. 0 : 554'PP --_� w ofr t, • c t c s = PI'S �� ®�vrly�t/SG BRA S V imin- s t o r C 1 414 v.1 inn) 1. 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'111 .. �: �_. (_-;cc�-• :. coo - - - - - - SLAB /._ i 101.1 V (l) Y/01°41 0111:1 TI MN Olt SIP of GDL, 6 ( ► r P- 0 S aL . AG RoliN 1 Pw r ® Jed e_d By Snow Na. location Dols CONSULTING STRUCTURAL DESIGN&ENGINEERING Client /L/� ,(/j C/�A16 Job Na rJ Dot. 1/4 IV OD °ZVI 01.0.11S, kiV) 34147 rill) 116(Z I F�-ra.0 r '$ 3 (11-) — 1� yd GG � cols T;(z16\--G6 o GCo f2 i//r TMZXXX-6516-R2M DualPol® ANDREW® DualPol®,Hex Port Panel Antenna Teletilt® • Patented cross dipole and feed system • Rugged,reliable design with excellent PIM suppression • Includes factory installed AISG RET actuator • Fully compatible with Andrew TeletiP remote control antenna system ELECTRICAL Frequency Range(MHz): 1710-2155 Characteristic Impedance(Ohms): 50 BW(Deg): 63±8 � 7 to Elevation BW(Deg): 7.3±1.0 Rys Gain(dBi): 17.4 t 0.8 Polarization: ±45 �� x A Front-to-Back Ratio dB Copol, 180°±30°: >30 >30 >30 >30 z Upper Sidelobe(dB) 2" ; _ . Main Beam to+30°: >16 >18 >18 >18 L�q '' VSWR/Return Loss(dB): 1.35:1 /16.5 » >� 1 # Port-to-Port Isolation(dB): >30 Electrical Tilt Range(Deg): 2-8" Electrical DowntiltAccuracy(Deg):±0.3 Cross-pol(dB) 3 dB Beamwidth: >13 >13 >12 >12 Intermodulation Products(dBc) 3rd Order,2 x 20 Watts: 155 Max.Input Power(Watts): 250 Lightning Protection: DC Ground 'Antenna full tilt range includes 0-10°,specs reduced at 0° 1° 9°,and 10°. PERFORMANCE TRACKING t. Gain Variation(dB)(between UL and DL frequency pair): 1.6 Electrical Tilt Accuracy(Deg) (between UL and DL frequncy pair within 0.5°): <0.5 Azimuth HPBW(Deg)(between UL and DL frequency pair): 16 MECHANICAL Net Weight(kg/Ibs): 16/35.2 Dimensions-LxWxD: 1523 x 500 x 90 mm (with actuator) 60 x 19.7 x 3.5 inch Max.Wind Area(m'/ft'): 0.65/7.0 Max.Wind Load(N/lbf): 990/223 Max.Wind Speed(km/h/mph): 241 /150 Hardware Material: Hot Dip Galvanized Connector Type: 7-16 DIN,Female(4) Color: Off White Note:Actuators and protective shrouds included Standard Mounting Hardware: DB5083 with this antenna are not shown. Andrew Corporation Fax:214.688.0089 10/18/2007 2601 Telecom Parkway Toll Free Tel:1.800.676.5342 Page 1 of 3 Richardson.Texas U.S.A.755082-3521 Fax:1.800.229.4706 bsatech©andrew.com Tel:214.631.0310 www.andrew.com Information correct at date of issue but may be subject to change without notice. l3 /01.. ' TMBX-6517-R2M Decibel® ANDREW. DualPoll'Panel Antenna Base Station Antennas • Patented cross dipole and feed system • Rugged,'reliable design with excellent PIM suppression x ti • Includes factory installed AISG RET actuator • Fully compatible with Andrew Teletilt'z remote.control antenna system 1 ELECTRICAL Frequency Range(MHz): 1710-2155 Characteristic Impedance(Ohms): 50 ,;:iii, Azimuth BW(Deg): 65 t 6 �: •` Elevation BW(Deg): 4.8±0.8 Gain(dBI): 18.7±0.7 i 3" Polarization: ±45° Front-to-Back Ratio(dB) t - - M:. Copol, 180°±30°: >28 >25 >25 >25 Total Power, 180°±30°: >25 >25 >25 >25 Upper Sidelobe(dB) Main Beam to+20°: >18 >16 >17 >15 11,4' VSWR/Return Loss(dB): 1.35:1/16.5 . .: 1'11- Port-to-Port Isolation(dB): >30 ''' Electrical Tilt Range(Deg)*: 0-6 ( Electrical Downtilt Accuracy(Deg):±0.6 Lit . k Cross-pol(dB)3 dB Beamwidth: >15 >15 >13 >12 - A r Intermodulation Products(dBc) 3rd Order,2 x 20 Watts: 155 t,{ r Max.Input Power(Watts): 250 I ,i Lightning Protection: DC Ground r PERFORMANCE TRACKING : s ( Gain Variation(dB)(between UL i and DL frequency pair): 1.0 ; .I t Electrical Tilt Accuracy(Deg) I (between UL and DL frequncy pair within 0.5°): <0.5 :. Azimuth HPBW(Deg)(between ,,- UL and DL frequncy pair): 9 •: i MECHANICAL a Net Weight(kg/ibs): 7.0/15.4 Dimensions-LxWxD: 2105 x 168 x 84 mm (with actuator) 82.9 x 6.6 x 3.3 inch Max.Wind Area(m2/ft'): 0.17/1.8 • Max.Wind Load(N/lbf): 453.7/102.0 Max.Wind Speed(km/h/mph): 241 /150 Hardware Material: Hot Dip Galvanized Connector Type: 7-16 DIN, Female(2) Color: 4a Off White *Specifications may vary Standard Mounting Hardware: TM602030A when using 0°or 1°electrical tilt. Andrew Corporation Fax:214 688.0089 3/9/2007 2601 Telecom Parkway Toll Free Tel:1.800.678.5342 Page 1 of 3 Richardson,Texas U.S.A.755082-3521 Fax:1.800.229.4706 dbtechaandrew.cont Tel:214.631.0310 www.andrew.com Information correct at date of issue but may be subject to change without notice. RF Module and Remote Radio Head dimensions and weights _ .,:W ✓B ' 16 • • RF Module and Re ote Radio Head dimensions and weights RF Module dimensions and wel The tables below Ilst the dim Ions and weights of the RF Module and the Remote Radio Head, • —Height -( 3-sector RF Module ). Dual RF Module . .. Single RI Module Height 13.5 mmi3iJ " 133 mhY3tf 133 nim13U (5.2 in) (5.2 In) (5.2 In) • Width 447 dnm 447 mm 447 mm Width(with (17.6 in) (17.8 In) (17.8 In) • covers) 490 mm 490 mm 490 mm (19.3 in) (19.3 In) (19.3 In) Depth(for rack 395 mm. 395 mm 395 mm assemblies) '(15.6 In) (15.8 In) (15.8 In) Depth(with 560 mm • 580 mm 580 mm covers) (22 In) (22•in) (22 In) Weight Max. 25 kg 21.8 kg 18.7 kg (including the (55.1 Ib) (48.1 Ib) - - (41.2 Ib) , core,fans and • casing) • Tab/.it Dimensions endwelpht of the RF Modes The module is heavy.Take cue when Iltiny the module, . . . . • , 447 mm(17.6 In) Si 133 mm (52 In) , . Ell ;t�``` i` 1 _1 ,1 ri,,. 395 mm• ,.,.,� .;; ~ _..;,..�„� . ,•e,„„,,.,;,,..� .r., ,v (15.6 in)I. C.•►i,:' ::1' 1 ,1"4 •. Di , U.... 1.11,101 nits*ff: 3U module dlrnsnslons for rack assembly https://online.portal.nokia iiemensnetworks,com/pic/nedproxyJNED?library=a25003a0000b•.• 3/1/2011 ...._,_ . 5,m,„ • • ■ ■ • ■ bilem ,.,,,,,, .frl 4 izc t�8G2 P G� GUS° SITE NAME: .- r � >E 12/31/13 OREGON WASHINGTON SQUARE Doti o7,\96 Cl* ,, CUs SITE NUMBER: o i iit P001283D RECEIVE -h LOCATION: APR 0 8 2013 Pil N1 b : 9000 SW WASHINGTON SQUARE RD, TIGARD, OR 97223 CITY O TIGARD 3 ; BUILDING DIVISION A IF 'l_ C m �' ZONING SUBMITTAL: SITE NAME: APPLICANT: SIGNATURE DATE 1. GO EAST ON NE ALDERWOOD RD (0.7 MI) 3 „g T-1 GENERAL INFO. & SIGNATURE BLOCK WASHINGTON SQUARE T-MOBILE WEST CORPORATION SITE ACQ: 2. TURN RIGHT ON NE 105TH AVE (0.6 MI) n tl= SITE ADDRESS: 8960 NE ALDERWOOD ROAD CHIP O'HEARN (503) 490-2997 3. TURN RIGHT ON NE SANDY BLVD (0.1 MI) � C-1 OVERALL SITE PLAN PORTLAND, OR 97220 4. TURN LEFT ONTO NE 102ND AVE (0.9 MI) EMBASSY SUITES ZONING: 5. SLIGHT RIGHT TO MERGE ONTO I-84 WEST C-2 ENLARGED PROJECT AREA PLAN 9000 SW WASHINGTON SQUARE RD. PROPERTY OWNER: CHIP O'HEARN (503) 490-2997 TOWARD PORTLAND (6.3 MI) N TIGARD, OR 97223 6. EXIT LEFT TOWARD BEAVERTON/SALEM AND co C-3 ELEVATIONS NESBITT PORTLAND PROPERTY, LLC. RF ENGINEER: MERGE ONTO I-5 SOUTH (1.5 MI) ■ 0 cc SITE NUMBER: 3000 OCEAN PARK BLVD. STE 3010 JAI RAJAN (817) 504-3828 7. KEEP LEFT FOR 1-405 NORTH TOWARD BUILDING DEPARTMENT SUBMITTAL: P001283D SANTA MONICA, CA 90405 US-26/CITY CENTER/BEAVERTON (1.0 MI) • CONST. MGR: 8. TAKE EXIT 1 D AND MERGE ONTO US 26 w c� C-4 OUTDOOR EQUIPMENT DETAILS ZONING: UTILITY PROVIDERS: BOE BoEOICHEIMER (503) 877-0350 ¢ F WEST TOWARD BEAVERTON (5.0 MI) r...4 CC a C-5 TYPICAL DETAILS I MUC-MIXED USE COMMERCIAL TELCO PROVIDER: CENTURYLINK 9. TAKE EXIT 69A AND MERGE ONTO OR 217 ' r-� &� p °Is DEV. MGR: LUIS REYES (503) 736-1655 TOWARD BEAVERTON/TIGARD (4.4 MI) 01-1 0 co W G-1 GENERAL NOTES JURISDICTION POWER PROVIDER: PGE 10. TAKE EXIT 4B TOWARD OR 210/SCHOLLS O Ha N p S E-1 ELECTRICAL SITE PLAN & NOTES CITY OF TIGARD FERRY RD (0.3 MI) s°RP, E 2 N 11. TURN LEFT AT END OF RAMP ONTO SW V, ? z COUNTY PROJECT DESCRIPTION: SCROLLS FERRY RD (0.3 MI) ° E-2 GROUNDING SITE PLAN & DETAILS ( ) ■ o,o p WASHINGTON COUNTY T-MOBILE PROPOSES TO CONSTRUCT AN 12. TURN RIGHT TOWARD WASHINGTON SQUARE ■ 3 i E-3 ELECTRICAL GROUNDING DETAILS UNSTAFFED RADIO TELECOMMUNICATIONS (233 FT) FACILITY CONSISTING OF A DOCUMENT REVIEW 13. TURN LEFT ONTO SW WASHINGTON • a PARCEL NUMBER(S) & AREA: 3 RF-1 RF DETAILS I ANTENNA ARRAY OF (9) TOTAL ANTENNAS, WASHINGTON COUNTY, OR SQUARE RD (302 FT) • TAX LOT #1 S126BC 01500 MOUNTED TO AN EXISTING PENTHOUSE ON �. ,, , • C" RF-2 RF DETAILS II 213,444 SQ. FEET± TOP OF AN EXISTING 95'-8" TALL BUILDING s •..v END AT: 9000 SW WASHINGTON SQUARE RD i 4.90 ACRES± WITH A PROPOSED RAD CENTER OF ° °':'` � ^•�• r =�-- TIGARD, OR 97223 RF-3 RF DIAGRAM 92'-3.5" AGL. THE NEW EQUIPMENT o i DATE PZILASE S-1 STRUCTURAL DETAILS 1 PROJECT AREA INCLUDING (1) TELECT CABINET WILL BE ""' "" ,,,_, ESTIMATED DISTANCE: 21.2 MILES • 5/2/11 I1Ul REW MARITAL 150 SQ. FEET LOCATED ON A NEW 10'-0" X 15'-0" " oN •• - ESTIMATED TIME: 30 MINUTES 12/5/12 PPE MAW DARWIN. S-2 STRUCTURAL DETAILS 2 STEEL PLATFORM ON THE EXISTING 1 ° ."- oR E0�\,,,.� s "� 12/11/12`� _ u ••"' 1/25/13 PRE DONSTRUC1)l1 03050DS PROJECT COORDINATES ROOFTOP. - °"' q 2//3 C014mUC10N 3A A.:,f • S-3 STRUCTURAL DETAILS 3 LAT: N 45'27'19.08" ' '' ' 1/111/17 -TM.0546TRUCROM SUBIRi1N LONG: W 122'46'52.68" . - - SOURCE: RFDS K• GENERAL INFORMATION: L. '�„ _ r - L SHEET TITLE 1. PARKING REQUIREMENTS ARE UNCHANGED '" GENERAL 2. TRAFFIC IS UNAFFECTED INFORMATION & 3. SIGNAGE AT SITE IS PROPOSED ��N SIGNATURE BLOCK .. - r t L ~ ~• SHEET NUMBER SHEET INDEX PROJECT INFORMATION PROJECT INFORMATION CONTD LOCATOR MAP SCALE: Ms DRIVING DIRECTIONS T-1 GENERAL INFORMATION 1 Ail 1. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN \�f\ �% 100 FEET THAT HAVE ANY WATER COURSES ���/// (STREAMS, RIVERS, ETC.). �/ TiiiiiI;ii7. '� "tt'. 2. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN \ / / .`-�,, s \ ADJACENT ZONING t� '100 FEET THAT ARE WITHIN THE FEMA I /��DESIGNATED 100 YEAR FLOOD PLAIN. \ / �, SERVICE MMUNITY ,. +' AY->. OREGON, 3. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN ' �C e \' -- - Yr 0.'„,?, r'�,'` 44? CUO* 100 FEET THAT ARE DESIGNATED SHORELINE , • AREAS. I`y y .4` 1,>` t: 1 �. Q ' 1 c.• RENEWAL DATE 17/31/13 4. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN • ADJACENT ZONING psi \ `,\ s?:' 100 FEET THAT HAVE ANY WATER BODIES CS - COMMUNITY f EXISTING t.,.• AND/OR KNOWN WETLANDS. SERVICE J ;jfit �'t BUILDING �\ ice;';, 5. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN - • ' ""' i TO REMAIN \• '" J' 100 FEET THAT HAVE ANY UNSTABLE SLOPES / .;;s= / _ I t z AND/OR LANDSLIDE HAZARD AREAS. ' �, i['� '' ' SI I ADJACENT ZONING I ! fY 6. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN /�� �/ ADJACENT ZONING " f •'ZZ . �" y,• ° 9� 100 FEET THAT HAVE ANY SIGNIFICANT WILDLIFE 1` ( �' i ! ti MMUNITY HABITAT OR VEGETATION. �I MUC - MIXED USE / �SERVICEy n 7. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN t `'' COMMERCIAL �r t 7/100 FEET THAT HAVE ANY SIGNIFICANT HISTORIC, 'r• ^lr rya '; CULTURAL, OR ARCHEOLOGICAL RESOURCES. ' � rt. :� m . 8. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN / j!< •-,!, ■C,, d 'li! .l�r } ,1 x4 100 FEET THAT HAVE ANY EXISTING PEDESTRIAN / N. r, ' �� cti ;i r AND BICYCLE FACILITIES. y ` :� '.�i ..• 9. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN `'' t \ f' :iii: "` f 4 '/ � 100 FEET THAT HAVE ANY EXISTING TRANSIT J •Y s.'%I' _ ___ �'.\ �i_ \ S y ROUTES AND/OR STOPS. . t' Ito. ; / \ O '\ � 5 P 10.TRAFFIC INFORMATION REPORT BY OTHERS. ' t -_ � t�`\ RECO1� c� o h � •11. SITE PLAN IS FOR INFORMATION ONLY. VERIFY ALL .-,.. / t ` F �+DIMENSIONS. �4� ' BUILDING / `y �/ ;� C 07,I48q� Sf�e/ � 3•12.CONTRACTOR TO VERIFY ACCURACY OF ALL r '• TO REMAIN ADJACENT ZONING .k, i%\,t6,. /� Q Lr•O N.PROPERTY UNE INFORMATION PRIOR TO ', MUC - MIXED USE 1/ mac. ,i, tr , i EXECUTION OF WORK. / COMMERCIAL ate,.;' ,tit / �- . N n $ 13.NE LOCATION OF EXISTING UTILITY FACILITIES A , .= -i: .. ' ' `,: �` 6 HAS BEEN RESEARCHED AT A MINIMUM LEVEL. / + •' y1 . - THE CONTRACTOR SHALL CONTACT THE ` 'y1R F ' 5�y� RESPECTIVE UTILITY COMPANIES TO OBTAIN ti,rY- t INFORMATION REGARDING EXACT DEPTH OF BURIAL �_`:; yR� , ,•'"• AND HORIZONTAL LOCATION OF UTILITY LINES , +`fir_, y5` f PRIOR TO CONSTRUCTION. THE ENGINEER AND ✓r 1y f SITE DESIGNER ASSUMES NO RESPONSIBILITY FOR `l )\/// J W�i ' ` SU TES is � EXISTING �` •UTILITIES, NOR FOR THE EXISTENCE OF BURIED / 1 \ ,, OBJECTS WHICH ARE NOT SHOWN ON THIS PLAN. Ij \ ,i`.y, / /, ROOFTOP / / —,\(\s. 0 14.ADDITIONAL E-911 ANTENNAS REQUIRED. MOUNT ' / SIMILAR TO GPS ANTENNA-VERIFY LOCATION WITH y 1 \ i/ • PROJECT MANAGER. <1i % EXISTING \ \ NEW RUBBER LU ACCESS TO , PARCEL NUMBER MATS FOR SITE 1;° EXISTING— \'.: �� 99H G - BUILDING "' 151268001500 WALKING PATH • r1 3w i TO REMAIN 4.9D ACRESt BY VALMONT �� cc PROJECT NOTES y 2,3,444 SF '''� _ o 1� o CO w ,, r N. ZONED: O ih 2 z -... ,.bls •r .• MUC -MIXED USE u- ��, , .. COMMERCIAL - - 7 sor°... O o Q 'v.' y.. `' cn °` z 1.,�/- NEW T-MOBILE_ / I 7___,••• Zc = O 4iQ !i.t;' \ EQUIPMENT LOCATED ON . -r. • f m m°a Q Z ROOF OF EXISTING ilj, / '..y ? BIILDING. SEE SHEET i EMBASSY C+ i S v r C-2 t � SUITES EXISTING ,ic ` ■ Cn O .�! ,�:,• n `.. ‘44C.‘ t}�• PENTHOUSE m ■ C1� r. -.. �i 3. q / TO REMAIN I 3 CO r�� , `is `EXISTING GROUNS � i ■ ,,, i r,• �. ; FLOOR ACCESS 1 VJ 3 "�t rI t` °,r. `' TO BULL • p W� �■ 1 •• t g ADJACENT ZONING 4. _ __ ` ' , DATE RELEASE / = r .?f ti...... • 1 �? `� i y {/21/n mwc RENEW MUC — MIXED USE . s a i \' / ; COMMERCIAL y� A° 7 "I' \'', , NEW T-MOBILE ANTENNA 1 s/a/++ EPA mM•c statmK t f;:`, - I `. ." ARRAY. (9) TOTAL 12/5/12 PRE mi«c 9 IWL Z QO \ `.` •�: ANTENNAS MOUNTED TO 12/11/12 1941L 2 swTK / h t `„ SIDES OF EXISTING 1/25/13 P caa,M+cina oocuorrs / f iv is '� PENTHOUSE, AND PAINTED 2/1/13 Pet cco Tai oN DOQ / EXISTING # PROPOSED PROJECT AREA TO MATCH PENTHOUSE _�� 3/15/13 IWL caaraLCna+ROCK • / / / . I SEE SHEET C-2 FOR ENLARGED SITE PLAN '4 h� `;y`'., I a I ACCES S T y to J \ ..<5:-` \/ / : l u� ! i sl�rr m�■ 1,04 . r` .fir. OVERALL ar �i+' :i', ' SITE PLAN y�E::..N ..,•'-u, s �- —— tea` wu+aot / : r- / s C-1 OVERALL SITE PLAN 1 11X17 sCALE: r = 60'-0. 122X34 SCALE: 1" = 30'-0• 1 - \ , NEW ACCESS ROAD: N/A I NEW POWER: TBD ✓' NEW TELCO: TBD il"• /iW/ u : NOTE: ADD APPROX. +20' TO OVERALL TELCO LINEAL NEw RUBBER WALKING eacco« FOOTAGE FOR GROUND BAR CONNECTION AT t PATH, 18"X48" UNITS,. m. CABINETS. `:1 1 EXISTING 350 LF • CUS LINEAL FOOTAGES \\ / TOYREMA N <<. "`���� ' EXISTING ROOFTOP � � �'�\ . 1 •� y e E� r -_ �� 9 . \\ 1 / , � , - �� OR il p ca EXISTING THIRD PARTY COAX /7e. :::TO REMAIN n C 0 0 =g''� NEw RUBBER WALKING PATH, 04,C r b' 0 \ 18"X48" UNITS, 97 LF Zr 'q ts ay 'it, /# I""..`� - EXISTING THIRD PARTY ANTENNAS i g`� n �/ , S AND MICROWAVE ANTENNAS TO �``•\ ` ff REMAIN 4c U S% �E�3 GAMMA SECTOR; 2 \. `� NEW ANTENNA ARRAY (3 TOTAL) ON PIPE MOUNTS ATTACHED 3" IN swop-7 • \ l , \, TO EXISTING PENTHOUSE WALL USING 8", 16" AND 24" y " �1,,, STANDOFF ARMS. (2) RRU'S MOUNTED ON PIPES BEHIND o •a� F ANTENNAS. ALL ANTENNAS, EQUIPMENT AND HARDWARE +f S. /. \ 1 f.. PAINTED TO MATCH EXISTING PENTHOUSE WALL. ,.> NEW T-MOBILE EQUIPMENT INCLUDING (1) TELECT \.\%\,\ CABINET MOUNTED TO A NEW 8'-0" X 10'-0" C.) CY I STEEL EQUIPMENT PLATFORM WITH (1) NEW COVP AN t MOUNTED ON CABINET _ 0� ti� • CL 0 'I[ �`\�. EXISTING J \ I p /� NEW T-MOBILE POWER TRANSFER BOX AND '7� �� PENTHOUSE — • Q�Q 1\ \ TELCO BOX MOUNTED TO PENTHOUSE WALL \ W O WITH P1000 UNISTRUT r CC F // O liiir/ik �$z lr �J� ° Q O \O C ; I � ^NEW 8'-0" X 10-0" STEEL EQUIPMENT</./ PLATFORM CANTILEVERED OVER / c� ((1) W EXISNG ROOFTOP 'z �_ O � z Q 6 NEW RUNS OF COAX ROUTED Ses w O DIRECTLY TO GAMMA SECTOR ', ° p \� , . / , ALPHA SECTOR: ■ Z = p . z ` "� NEW ANTENNA ARRAY (3 TOTAL) ON PIPE MOUNTS • ,o CO I. NIL, `� . ATTACHED TO EXISTING PENTHOUSE WALL USING ANGLE ■ ma Q =1 r j , WALL-MOUNT KITS BY VALMONT OR APPROVED EQUAL. (2) ( i _ (6) NEW RUNS OF h" COAX ROUTED ON PENTHOUSE ROOF RRU'S MOUNTED ON PIPES BEHIND ANTENNAS. ALL [-;-3 fn i/ ` ANTENNAS, EQUIPMENT AND HARDWARE PAINTED TO MATCH WITH SLEEPERS TO BETA & ALPHA SECTORS , = , EXISTING PENTHOUSE WALL. • • \ \ (6) NEW RUNS OF COAX CONTINUING ALONG PENTHOUSE • N \ EXISTING PENTHOUSE ACCESS TO REMAI �, %,„,„,,. ., TO ALPHA SECTOR�� 1 �1 I-1 SEE SHEETS C-3 AND E-1 FOR POWER AND INSTALL GPS/E911 ANTENNA \1 EXISTING ROOFTOP \ TELCO SOURCE arz wtwa 4121/1+ MSC MeV \` EXISTING THIRD PARTY ANTENNA s/9/„ n+ti:atm a,emk `� , ' , TO REMAIN ulsnx .—zowc suer K Q \ \ BETA SECTOR: , 12/11/12 nut 10104 51/INMAL /zs/,� roc cas,mc„o oocwws , NEW ANTENNA ARRAY (3 TOTAL) ON PIPE MOUNTS Z,/,3 C T S,B,i„K ® EXISTING ROOFTOP ATTACHED TO EXISTING PENTHOUSE WALL USING 8", 16" AND s/,e/u n�m.s,<ucrw wain,. EQUIPMENT TO REMAIN , 24" STANDOFF ARMS BY VALMONT OR APPROVED EQUAL. (2) \ \\ \ RRU'S AND MOUNTED ON PIPES BEHIND ANTENNAS. ALL ANTENNAS, EQUIPMENT AND HARDWARE PAINTED TO MATCH NEW 7' TALI LADDER EXISTING PENTHOUSE. _ INSTALLED FOR ACCESS TO COAX ANO ANTENNAS ,,\ ► N SKEET TITLE \. , NEW RUBBER ` �� L ENLARGED \ WALKING PATH. — PROJECT 1 18"X48"3501 LF , \ AREA PLAN l SHEET NUMBER \ N. ! \ - C-2 ENLARGED PROJECT AREA PLAN 11X17 SCALE: 1" = 10.-0" 22X34 SCALE: 1" = 5'-0" 1 TOP OF ANTENNAS i,' 1 NEW T-MOBILE ALPHA SECTOR ANTENNA ARRAY: 0 95'-8- AGL +/ , .--• (3) ANTENNAS. (2) RRUs MOUNTED TO SIDE OF M mN EXISTING PENTHOUSE AND PAINTED TO MATCH ANTENNA RAD-CEN 7 r , \ PENTHOUSE 16 1 4442 0 92'-3.5' AGL +/- C . E_ •^C�'� ` _ _ GAMMA-270' _ 4BOTTOM OF ANTENNAS I EXISTING PENTHOUSE 10 REMAIN 1 DUA ANDREWt7,", 4 :4'ci 0 88'-11" AGL +/- �_ _ -______-. __ -.. . ------_-_--_- _ TMBX-6517-R2M CUS0" IIIfIIIIIIIIi II1111UIIIII1II EXISTING GAMMA-270' R2N[wLL 0"'E 1:n1nS ROOFTOP aty_0• AGL — — — — _ QUAD P S 2G 3G PHg:I!AN i PkD H6q >0 ANDREW r10q->III 11 I I I 1 I I I I 1 111 I I 1 1 11111 I I 1 [ 11 I I I I I I 1 I I I I 1 I I 1 1111 1 111 11 LI I I TMBXX-6517-R2M 6 NEW T-MOBILE EQUIPMENT INCLUDING (1) TELECT 40 a X- - -M _ GAMMA-270' 47; i CABINET MOUNTED ON A NEW 8'-0" X 10'-0 , s l lij S IEEE PLATFORM 1 j 1 III 1 l I I I I I 111I [ 11 11 I I I L1 I [ 1 I I l [ [ 1 [ I I III QUA � j ail • y q oq0 q\ /0 7�/1M kpC l._LJ_L__I 1L TMBXX-6517-R2M 40„ fW 20/3c I 1 qP R?11 IIIIH111111hIIII 111111III IIIIIIIIIIIIIII "� q 1_1 - _ _ - - _ - - - - - - - - - - - - - - - - - - - _ - V cm s NEW T-MOBILE BETA SECTOR ANTENNA ARRAY: X >a r Q m 6 1�,RZM ° $ (3, ANTENNAS. (2, RRUs MOUNTED TQ SIDE OF IIIIIIIIIIHI111111 1111111 IIIIIIIIIIIIIIIIIIIIIIII x, D' il Z> r 3 �8��3 °°�y O e—I fit EXISTING PENTHOUSE AND PAINTED TO MATCH °' A o x °D v c m S 1111 I PENTHOUSE 11111111111111111111111111111111 I I I I I I 1 I I I I I I I I I I I I I I I - — " In L/1 q X U rq K1 U V1 O X ° I N Op '� � F � n v,,, a T [ IIIL1I1II1II111II1II { lI \tGtNF iii� + fi 1I111IIII111 [ IlIJlLlilfll [ 11111 ) IIIIIIIIIIIIIIIIII IIIIIIIIIIIIfI y -, �I1HII1I J ' OREGON ,- - - - - - - - - - - - . _ _ _ . - -. - - - - - - - - - - - - DIAGRAM REPRESENTS ANTENNA SECTOR 6�L'071�5$9 C> co �'�' GEOMETRY ONLY AND MAY NOT ACCURATELY �I1/CL` `���� a REPRESENT ACTUAL MOUNTING POSITIONS El GROUND LEVEL (GL) •OF ANTENNAS. ■ - O CC SOUTHEAST ELEVATION 11x17 SCALE: 1'•20' I 1 AZIMUTH DIAGRAM SCALE: NTS 2 1 NOTE TOP OF ANTENNAS NEW T-MOBILE BETA SECTOR ANTENNA ARRAY: (3) ANTENNAS, (2) RRUs MOUNTED TO W C7 1. THIS DRAWING IS FOR REPRESENTATIONAL PURPOSES ONLY $® 95'-8" AGL +/- -- - SIDE OF EXISTING PENTHOUSE AND PAINTED TO MATCH PENTHOUSE cc F 2 STRUCTURAL WORK BY OTHERS III EXISTING () r r�l 90 Q ANTENNA RD-CEN PENTHOUSE ��- • r'01 3N p ® 92'-3.5- AGL +/- a -- • NEW T-MOBILE ALPHA SECTOR ANTENNA ARRAY: (3) ANTENNAS, (2) RRUs MOUNTED TO o°g. p W 0 SIDE OF EXISTING PENTHOUSE AND PAINTED TO MATCH PENTHOUSE oz& BOTTOM OF ANTENNAS! -- ��R CMp 2 T oo " N F- O ROOFTOP 8W-8" AGL �® gg'_11" AGL +/- 1 l O O EMBA TSY SUITES __ ■ mR � I NEW 7' TALL LADDER INSTALLED ■ oa Q Z I-- - - - - - - - -- FOR ACCESS TO COAX AND - - - -- - - - -- - -• EL., > _ NEW T-MOBILE GAMMA SECTOR ANTENNA ARRAY: (3) ANTENNAS r Q ■ ANTENNAS, (2) RRUs MOUNTED TO SIDE OF EXISTING -- • PENTHOUSE AND PAINTED TO MATCH PENTHOUSE T- -- -- -- - ■ I I CO NEW T-MOBILE EQUIPMENT INCLUDING (1) TELECT ROUTE TELCO FROM TELCO ROOM THROUGH CABINET MOUNTED ON A NEW 8'-0" X 10'-0" DROP CEILING FOLLOWING CRICKETS TELCO PATH. g ' STEEL PLATFORM _ -" -- -- - --- - - - - -'CORE VERTICALLY THROUGH (8) STORIES TO THE - - - - - _.. -- -r T CATWALK FLOOR. EQUIPMENT. ALONG an RMFASE 4/21/11 MIND R£NTY1 -. — —. _.. _ _ ..._. __ —. _.. — —- — _. — — — _ _. ._ ..- �.. — — 3/1/11 /1111 2dK y/11271µ 12/11/u 1M1 2drG wsmK �_ 1/25/13 PPE CC467114C1 =MOM 1 ! - T - -- - - --^ -- - 2/1/13 CE/6IRUC110N MITT L F - . 3/1/13 IS L C0161741CRON?,II TGl - . I ! T - - _.-- ROOM LOCATED ON FIRST F100R - _-�11 SHEET'EMI ELEVATIONS I I 1 1 { SHEET NUMBER GROUND LEVEL (GL) I C_3 SOUTHWEST ELEVATION 11x17 SCALE: 1•=20. 13 I TYPICAL EQUIPMENT ANCHORAGE TELECT CABINET W = 2000# 145:..eePRQ:\ OREGON SEISMIC ANCHORAGE EQUIPMENT WEIGHTS `4v cuSN�� . AE Ew L WE 17/ TELECT DUAL Fp - .4(ap)Sds Wp (1 +2()0 212/31/13/iJ BAY SUPPORT Rp/1p (1) TELECT CABINET: 2.000 LBS CABINET Fp = .4(1.0)(1.0)(Wp)(1) = .160 Wp 2.5/1.0 TOTAL EQUIPMENT WEIGHT: 2.000 LBS o INI1111111141111111111%sssitiii„..........".. F10)(10)Wp = Wp 3(1.0)(1.0)wp .30 Wp —oov. C. G j N ::no 0 �`' :c' �, t a fib, 1:/ 1....„1.1,1 I F TELECT = .30(20000 = BOO/ I , Tq �, .5 TRY 3/8'a HILTI-KWIK-BOLT-TZ, EMBED 2-5/8' MIN OOjtEGON .1-`;' N USE: (4) 3/8'0 HILTI-KWIK-BOLT-T2 STAINLESS n RC p7 \5a9 .s Y STEEL EXPANSION ANCHOR, EMBED 2-5/8" MIN, PER BEAM 04, N��G v m r 3 ANCHORAGE CALCULATIONS & EQUIPMENT WEIGHTS SCALE: NTS 2 a !pi j 3° " 4'-2 3/8' CONNECT CABINET TO BEAM WITH -BEAM (4) 5/8"0 A307 BOLTS r-- 3 PLINTH y r-r ^' \ M N N 0 I FASTEN TO PLATFORM PER CO ,` MANUFACTURERS SPECIFICATIONS O lia , 1 p cii cc P `y ) to-W6X9 ALUMINIUM • r4 oN 0 6. 1'-_g 3/4" I-BEAM PLINTH BY ATC s� v 11 EQUIPMENT ISOMETRIC VIEW SCALE: NTS 1 PROVIDE APPROVED LEVEL CD i R m zz j WO.g 3.. �,. 3" PLINTH LAY OUT SCALE: NTS 4 <o 2 a C7 - / / / 3 Z ? z 5'-5° 1. J1 e5//3 • c� = O / �-I -- �,- - —I mIL 3 Z TELECT I I OREGON I ''3 AFC g9 art REllASE 1 OO •07 A4 G" ./:1/n ]01MC KAY - :� __ _ I ,1/CUS1\0 5/0/11 Mk Lone SL/IRfu 4",,_,.-_ I 12/5/12 PRE I01e1C 9AH11M. • I 12/11/12 11411 20.1111C SUBNTT1l TELECT 1/25/13 PRE c0•aiwlc nW OCCN1E715 1 ( 2/1/13 C 601110 ON 5.*OTTAl In \ •\ , 1 ■ I 3/10/13 PM.C0161RUCMA smarm) \ \ I ., , \ \ I , A A A - �6`, \ \ I I-BEAM PLINTH - I \ \ / 11 I-BEAM \j I SHEET MX■ :„.....„....c.„.-- PLINTH I REQUIRED SERVICE CLEARANCE EQUIPMENT \ t -, DETAILS L J SHEET C-4 EQUIPMENT ELEVATION VIEW SCALE: NTS 3 EQUIPMENT PLAN VIEW SCALE: NTS 5 GENERAL NOTES: GENERAL NOTES CONTINUED: SITE WORK NOTES CONTINUED: A/c MR CONDITIONING MFR MANUFACTURER 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, 15. CONTRACTOR TO PROVIDE A PORTABLE ARE EXTINGUISHER WITH A RATING OF NOT 8. BEDDING MATERIAL FOR UTILITY LINES, CULVERTS AND PIPING: CLEAN SAND, AD,/ ADJUSTABLE MGR MANAGER THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC LESS THAN 2-A OR 2-A108C WITHIN 75 FEET TRAVEL DISTANCE TO ALL MEDIUM TP COARSE, SUB ROUNDED NATURAL RIVER OR BANK SAND, WASHED, AFf ABOVE FINISH LEVEL MIN MINIMUM PURPOSED ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S PORTIONS OF PROJECT AREA DURING CONSTRUCTION. FREE OF SILT OR CLAY, LOAM, FRIABLE OR SOLUBLE MATERIALS, AND ORGANIC AGL ABOVE GRADE LEVEL NtSC MISCELLANEOUS +':4 APPROX APPROXIMATELY N NORTH SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR MATTER; GRADED IN ACCORDANCE WITH THE FOLLOWING GRAIN SIZE DISTRIBUTION: ASTM AMERICAN SOCIETY FOR NA NOT APPLICABLE oacoM AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE INSTALLATION AS 16. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO SIEVE SIZE PERCENT PASSING TESTING AND MATERIALS NIC NOT IN CONTRACT °2 •T,A v DESCRIBED IN THE DRAWINGS AND OWNERS PROJECT MANUAL. AVOID DISTURBING NORMAL BUSINESS. 108 AWG AMERICAN WIRE GAUGE NTS NOT TO SCALE 4LV CUSN� . NO. 4 MESH 60-90 BLDG BUILDING OC, o/c ON CENTER 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED 17. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L. USTED OR FIRE NO. 8 MESH 0-45 BLK BLOCK OD OUTSIDE DIAMETER REHCwti PAW 2/3/ DETAILS THAT REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND MARSHAL APPROVED MATERIALS AS APPLICABLE TO THIS FACILITY AND OR NO. 16 MESH 0-25 BUR BASE MOBILE RADIO OPG OPENING REQUIREMENTS MUST BE SUBMITTED TO AND APPROVED BY T-MOBILE WIRELESS PROJECT SITE. NO. 100 MESH 0-2 B/S BUILDING STANDARD OPP OPPOSITE REPRESENTATIVE PRIOR TO START OF WORK NO. 200 MESH 0-2 CLG CEILING OHP OVERHEAD POWER 18. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES, SCHEDULING. UGP UNDRGRND POWER 3. PRIOR TO THE SUBMISSION OF BIDS. CONTRACTORS INVOLVED SHALL VISIT THE COORDINATING SPECIAL AND BUILDING DEPARTMENT INSPECTIONS. 9. BMP'S FOR TEMPORARY EROSION/SEDIMENTATION CONTROL SHALL BE IMPLEMENTED CLR CLEAR OK OVERHEAD TELCO PER LOCAL, CITY OR COUNTY GUIDEUNES AND PER PLAN IF APPLICABLE. CONC CONCRETE UGT UNORGRNO TELCO JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE CONST CONSTRUCTION PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH 19. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND UTIUZING ORIGINAL TOWER/POLE NOTES: CONT CONTINUOUS PR PAIR OOD g8X THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND ROOFING CONTRACTOR AS REQUIRED TO 1WNTAIN ANY EXISTING ROOFING DBL DOUBLE g CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO WARRANTY. 1. VERIFICATION THAT THE EXISTING TOWER-POLE CAN SUPPORT THE PROPOSED DIA, 0 DIAMETER PROJ PROJECT 0 8 n PROCEEDING WITH CONSTRUCTION. ANY ERRORS. OMISSIONS, OR DISCREPANCIES PROP PROPERTY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY ANTENNA LOADING IS TO BE DONE BY OTHERS. DIAG DIAGONAL j/�/i PT PRESSURE TREATED 2D. ROUTING OF All CONDUITS, CABLES, CABLE TRAYS ETC ARE INDICATED AS DIM DIMENSION ( / G r PROPOSED LOCATION ONLY. CONFIRM THE EXACT LOCATION AND ROUTING WITH 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL REVD REQUIRED : m a AND IN WRITING. DN DOWN THE ON SITE T-MOBILE CONSTRUCTION MANAGER PRIOR TO STARTING WORK. RM ROOM • -. Xgi INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED DTL, DETL DETAIL r+A ( C . ROUGH OPENING h hti 4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S DWG DRAW + 1.. o BL X WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY REQUIREMENTS. E C. / ' 1 N:,.T SOUTH .?LEI DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. CONCRETE NOTES; EL, ELEV --(� L.(•. • 7 SIMILAR I Ill SPECIFICATION . 3 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318 AND VAULT NOTES: ELECT :`?. ICAL q,,y2 _ SO SQUARE �'u ae CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR NE SPECIFICATION CAST-IN-PLACE CONCRETE. THE FOLLOWING INSTALLATION INFORMATION COVERS THE MAIN ASPECTS OF THE EQ SS STAINLESS STEEL nr ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES. SEQUENCES, SAFETY, AND EQUIP EQUIPMEt J`1- �j PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2450 PSI AT VAULT INSTALLATION. REFER TO ASTM SPECIFICATION C-891 'INSTALLATION OF E.W. y AY ORF.GOl7 ST 1 STRUCTURAL m ��: CONTRACT. UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES' FOR ADDITIONAL DETAILS. EXIST � VI 1 28 DAYS (UNO). Q.. ASP SUSPENDED o 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO 1. EXCAVATION AND BEDDING: FIN FIN •.- �C 07 AC'' fit: SHEET VINYL � 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED • THROUGH m 10 X! MANUFACTURER'S ENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A FLUOR FLUO' �► r ��. '^ i WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. INSTALLATION OF VAULTS REQUIRES THAT THE CUSTOMER PROVIDE THE FLOOR CUaN o TINNED c 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPUCES CLASS 'B T.O.C. TOP OF CONCRETE EXCAVATION IN WHICH TO LOWER THE INDIVIDUAL COMPONENTS INTO PLACE. THE ❑ FOOT AND ALL HOOKS SHALL BE STANDARD (UNO). EXCAVATION MUST ALLOW FOR OVERALL HEIGHT OF VAULT PLUS THE ADDED T.D.M. 10P OF MASONRY F 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN GA GAUGE TYP TYPICAL STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND HEIGHT OF RISERS, ACCESS DOORS, FRAMES AND COVERS, ETC. BEDDING GALV GALVANIZE(D) ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL 4. THE L UNLESS MINIMUM CONCRETE ON COVER SHALL O PROVIDED FOR AGAINST EARTH MATERIAL SHOULD CONSIST OF 3�TO 6' OF COMPACTED PEA GRAVEL, GRADED GC GENERAL CONTRACTOR UBC UNIFORM BUILDING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH CODE LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC - 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: LEVEL A MINIMUM CLEARANCE OF 6' AROUND THE SIDE AND END WALLS OF GRND GROUND U.N.O. UNLESS NOTED N AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND THE VAULT IS REQUIRED FOR EASE OF INSTALLATION. GWB GYPSUM WALL BOARD OTHERWISE c4 STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. �6 AND LARGER 2 IN. GYP BD GYPSUM BOARD cb #5 AND SMALLER & WWF 1-1/2 IN. 2. OFF-LOADING AND SETTING: HARD'WD HARDWOOD VENT VERTICAL oc HORIZ HORIZONTAL VIE VERIFY IN FIELD cc 8. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF VT VINYL TILE ; 0 CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH 5. A 1/2' TROWELED RADIUS SHALL BE PROVIDED AT ALL EXPOSED EDGES OF THE VAULT IS ASSEMBLED BY LOWERING EACH SECTION INTO THE EXCAVATION. HR HOUR W WEST Ci THE PROJECT. THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE CONCRETE (UNO). HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE THE BASE SECTION IS LOWERED FIRST, SET LEVEL AND FIRMLY POSITIONED HT HEIGHT W/ WITH • SHEET IS STAMPED IN RED INK FOR CONSTRUCTION' AND EACH SUCCESSIVE 1/8' LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL BEFORE PLACING INTERMEDIATE AND/OR TOP SECTION. THE EXCAVATION MUST HVAC HEATING, VENTING WIN WINDOW SHEET BEARS THE ARCHITECT'S/ENGINEER'S SIGNED WET STAMP. CONFORM TO HER RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON NOT CONTAIN WATER WHEN SETTING VAULT. WHEN INSTALLING VAULT SECTIONS AND AIR CONDITIONING W/0 WITHOUT (I) W THE DRAWINGS. AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN THE THAT HAVE FOUR LIFT POINT LOCATIONS, USE FOUR-WAY CABLE RIGGING WITH I.D. INSIDE DIA. WP WATERPROOF IY F 9. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ELEVATED SLAB. CABLES BEING OF EQUAL LENGTH AND WIDTH NO MORE THAN A 45 DEGREE IN INCH 4 ANGLE t•"'4 0 < ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ANGLE FROM VERTICAL DO NOT UFT BY LESS THAN FOUR CABLES. INFO INFORMATION & AND • r� I^ O Q ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER INSUL INSULATION w THE SEAL SURFACES BETWEEN SECTIONS MUST BE CLEAN AND THE INT INTERIOR Q. CENTER LINE cZ (� W PRACTICES. MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. o R � GASKET/SEALANT MUST BE IN PLACE. SPLICE GASKET/SEALANT AWAY FROM LB(S) POUND(S) R PROPERTY LINE O io-' N Z 5 10. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. 7. FLOAT SURFACE SHALL BE A SMOOTH FINISH. SURFACE SHALL BE FREE OF ALL CORNERS. REFER TO CATALOG DRAWING FOR PLACEMENT LOCATION. LNA ANTENNA AMPLIFIER g AT W61: O MI oo.;. F- 0 OBVIOUS DEPRESSIONS. SURFACE SHALL BE SLOPED AT 2% TO PROMOTE MAX MAXIMUM # NUMBER < A (' 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING DRAINAGE AWAY FROM EQUIPMENT. MECH MECHANICAL WzR_ Z co 3. KNOCKOUTS: Z CONSTRUCTION AND REPAIR ALL DAMAGES TO EQUAL OR BETTER NEW MET, MTL METAL ■ z 2 = o CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONSULTANT OF ANY KNOCKOUTS ARE PROVIDED IN VARIOUS LOCATIONS IN SUFFICIENT NUMBER TO to cc Cl) f' DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND THE SITE WORK NOTES: MEET THE MAJORITY OF REQUIREMENTS. KNOCKOUTS ARE EASILY REMOVED BY ABBREVIATIONS LEGEND • 4a a cz PROJECT. THE T-MOBILE REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS STRIKING IN THE CENTER WITH A HAMMER OR SIMILAR TOOL. A SINGLE ■ S Z TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL 1. RUBBISH. STUMPS. DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE _ MODERATELY HEAVY BLOW WILL GIVE BETTER RESULTS THAN NUMEROUS LIGHT REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 1 REVISION 100 ROOM NUMBER ■ MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTOR'S BLOWS. ONLY USE THE KNOCKOUT AREAS PROVIDED ON VAULT FOR CONDUIT EXPENSE. AND PIPE PENETRATIONS. A BLOCKOUT IN ANY OTHER AREA COULD WEAKEN THE KEY NOTE • 3 2. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM STRUCTURAL INTEGRITY OF THE VAULT. Q SECTION REFERENCE • 12. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING THE PCS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS. - CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND 4. BACKFIWNG: DETAIL REFERENCE V) ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. 3. NO ALL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. ELEVATION DATUM FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY ALL OR BACK FILL AROUND THE VAULT SHOULD CONSIST OF GOOD COMPACTIBLE MATERIAL ® ELEVATION REFERENCE POINT 1 13. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS. WALL, CEILING. OR OTHER EMBANKMENT. SUCH AS PEA GRAVEL, SANO, OR SELECT BACKFILL MATERIAL IN NO CASE SHALL CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, THE MATERIAL BE SATURATED SOIL OR CONTAIN LARGE ROCKS OR CHUNKS. NO °"T PISA% PLUMBING, ELECTRICAL, OR STRUCTURAL MODIFICATIONS. WHERE THE EXISTING 4. THE SUBGRADE SHALL BE COMPACTED MO BROUGHT TO A SMOOTH UNIFORM VOIDS SHOULD REMAIN BETWEEN THE VAULT WALLS AND NATIVE SOIL OF CHAINLINK FENCE 0 0 0 0 0 0 4/21/11 20010 M11 CONSTRUCTION DOORS. PARTITIONS, CEILING, ETC.. ARE TO BE REMOVED, GRADE PRIOR TO THE CRUSHED STONE APPLICATION. O(CAVATION CEDAR FENCE ❑ ❑ ❑ ❑ y/y/„ ' MSC-wsrtw MODIFIED, OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL, +2/3/1: .a m.+c weAr'ca ELECTRICAL. SYSTEMS ARE ADDEO OR MODIFIED, THE GENERAL CONTRACTOR ALL ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE BACKFIWNG SHOULD NOT BE DONE UNTIL VAULT IS COMPLETELY ASSEMBLED POWER -P P P P- 12/11/12 r►w MANIC susrrtM. SHALL REPAIR, PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE MAKING CERTAIN TO COMPACT THE BACK FILL PROGRESSIVELY FROM THE BOTTOM ALL FLOORS WALLS ANO CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS TO THE TOP SURFACES. ALL BACKFlLIING IS THE RESPONSIBILITY OF THE TELCO -r T r T 1/2s/11 vrt oolamxtnw=NOM IS MODIFIED, THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE 2/1/1} a1SPRUCT R weWrrK CUSTOMER/CONTRACTOR. IF IN THE PUBLIC RIGHT OF WAY, PUBLIC APPROVAL TIES. MATCH THE EXISTING BOND. WHERE CONCRETE CONSTRUCTION IS MODIFIED, CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILI POWER ELCO -1/P T/P T/P VP- 1/1! i/11 k 1tM NSW& THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR CONTRACTOR SHALL. PROVIDE SAFETY TRAINING FOR THE WORKING CREW. FROM GOVERNING AGENCY WILL NEED TO BE OBTAINED. /T CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL GAS - CAS-GAS OAS- GAS- _ _ CONTRACT. 6. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, SECTIONAL VAULTS USED AS OIL/WATER SEPARATORS. GREASE TRAPS, OR HOLDING WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND TANKS MUST NOT BE FILLED WITH WATER UNTIL BACKFIWNG IS COMPLETE. OVERHEAD COAX -oHC oHC oHC cHC- 14. IF CONTRACTOR OR SUBCONTRACTOR AND R NECESSARY TO DEVIATE FROM SHALL BE CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH ATTENTION (OREGON SITES ONLY): COAX -COAx :oAX COAX COAX- - ORIGINAL APPROVED PLANS, THEN R IS THE CONTRACTOR'S AND THE WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE SUBCONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CONSULTANT WITH 4 COPIES APPROVAL OF ENGINEERING. CENTERLINE - - - ' OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE CALL 1-�00-332-2344 48 HOURS BEFORE YOU DIG, OREGON LAW REQUIRES SHEET mu WORK. IN ADDITION THE CONTRACTOR AND SUBCONTRACTORS SHALL BE 7. THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED BY THE WORK AND NOT YOU TO FOLLOW OAR 952-001-0010 THRU 952-001-0090. COPIES ARE EASEMENT GENERAL RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING COVERED BY THE BUILDING, DRIVEWAY OR CRUSHED STONE, SHALL BE GRADED AVAILABLE AT THE OREGON UTILITY NOTIFICATION CENTER 503-232-1987 Y LINE - - TO A UNIFORM SLOPE WITH CRUSHED STONE NOTES AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. ATTENTION (WASHINGTON SITES ONLY): THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS ANO APPROVALS FROM BUILDING AUTHORITIES Gel I 1-800-424-5 555 48 HOURS BEFORE YOU DIG WASHINGTON LAW SHEET NUMBER DURING THE EXECUTION OF THE WORK. REQUIRES YOU TO FOLLOW RCW 19.122. CHAPTER 144 SYMBOLS LEGEND G-1 GENERAL NOTES 1 GENERAL ELECTRICAL NOTES C.O. CONDUIT ONLY O.H. OVERHEAD 1- INSTALLATION OF SECONDARY POWER AND 7. CONTRACTOR SHALL PROVIDE TEST OF THE NAMEPLATE SCHEDULE CONT CONTINUATION O.H.P. OVERHEAD POWER 1 44 " CONNECTION TO METER SHALL BE COMPLETED IN GROUNDING SYSTEM BY CERTIFIED TESTING AGENT. COMPLIANCE WITH NATIONAL ELECTRIC CODE, NFPA PROVIDE INDEPENDENT TEST RESULTS TO THE _ 70, LOCAL AND STATE LAWS, RULES AND PROJECT MANAGER FOR REVIEW. GROUNDING SYSTEM \ • CU COPPER P.U.D PUBUC UTILITY DISTRICT mu:. 1 REGULATIONS FOR INSTALLING ELECTRIC WIRES & RESISTANCE TO GROUND SHALL NOT EXCEED 5 OHMS. �✓2. °T.NAG EQUIPMENT. ALL LATEST ISSUE, AND WITH ALL ABOVE GRADE INTERIOR GROUNDING CONNECTORS T MOBILE O.C. ON CENTER TYP TYPICAL Off' • SPECIFICATIONS PER A.S.T.M. B 231, B 400, I.C.E.A. SHALL BE DOUBLE-LUG COMPRESSION TYPE- ALL m"cMk 0,0112/303 S651-401, I.C.E.A. P81-570, & LOCAL PUD. BELOW GRADE AND EXPOSED EXTERIOR GROUNDING MOUNT ON METER BASE WP WEATHERPROOF CONNECTIONS TO PERMANENT EQUIPMENT AND FIXED I EXIST EXISTING 2. PROVIDE A METER BASE PER LOCAL UTILITY BUILDING ELEMENTS SHALL BE CADWELD TYPE. CARE 1 STANDARDS MOUNT ON ELECTRICAL PANEL SUPPORT SHALL BE TAKEN TO REVIEW CONNECTION LOCATIONS G.A. GAUGE -P- POWER CONDUIT FRAME AND MATERIAL TYPES TO AVOID POSSIBLE GALVANIC a 3. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CORROSION. ALL EXPOSED GROUNDING CONNECTIONS \ � CHLORIDE CONDUIT: SCHEDULE 40, TYPE 1, TO BE COATED WITH ANTI- CORROSIVE AGENT SUCH PROPERTY OF T—MOBILE MIN MINIMUM —T— TELEPHONE CONDUIT c 0+'.L CONFORMING TO UL ARTICLE 651: WESTERN PLASTICS 200A PANEL AS "NO-OXY", "NOAOLX" OR "PENETROX VERIFY I POWER COMPANY: E OR CARLON MANUFACTURER. COUPLINGS SHALL BE PRODUCT WITH PROJECT MANAGER. ALL BOLTS. 120/240V, 1PH, 3W O.D. OUTSIDE DIAMETER PACIFIC POWER o 3 N1S SLIP-ON, SOLVENT SEALED T PIPE: SOLVENT, ~\ WESTERN TYPE COMPATIBLE WITH PVC DUCT. ALL WASHERS AND NUTS USED ON GROUNDING MOUNT ON PANELBOARD PHONE NUMBER: m =" CONNECTIONS SHALL BE STAINLESS STEEL. (888) 221-7070 ; BENDS SHALL BE (36" MINIMUM RADIUS FOR POWER 8" ( ) 8 ''° 8. ALL JUNCTION AND OUTLET BOXES TO BE LABELED { -- AND TELEPHONE)- ALL CONDUIT UNDER ROADS SHALL WITH KROY TAPE. OR EQUAL, DESIGNATING ALL T a 3 `s� BE RGS, (OR PVC ENCASED IN 8"x18" RED CONCRETE CIRCUIT NUMBERS CONTAINED IN EACH BOX. ° 66_ DUCTBANK). NOTE: ms 4 K.x3 4. CONDUIT USED INDOORS SHALL BE E.M.T., AND RIGID 9. CONTRACTOR SHALL COORDINATE WITH SITE SURVEY ALL NAMEPLATES TO BE 1/8" THICK LAMACOID, BLACK .. it: TO LOCATE EXISTING UNDERGROUND UTILITIES. :2'4_ GALVANIZED STEEL FOR OUTDOORS. COUPLINGS FACE, WHITE CORE, FASTEN WITH APPROVED ADHESIVE. 8:; WHEREVER POTENTIAL CONFLICTS/INTERFERENCES u v g I SHALL BE RIGID STEEL AND COMPRESSION TYPE FOR EXIST. HAND EXCAVATE TO AVOID DAMAGE. CONTACT = y E.M.T. SET SCREW FITTINGS ARE NOT PERMITTED. FOR ALL STUBS-UPS, USE RIGID GALVANIZED STEEL ALL UTILITIES TO LOCATE UNDERGROUND PIPING IN `�PUBLIC ROW. }i CONDUIT. � 5. WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE 10. ELECTRICAL, POWER, AND GROUNDING SHOWN IS P3 AS REQUIRED BY NEC. THERE WILL BE NO SPLICES BASED ON CURRENT T-MOBILE EQUIPMENT AND 3 b16 ALLOWED. PROVIDE HOPE PULLING HAND HOLES AS STANDARDS. VERIFY ALL SITE SPECIFIC H ; NEEDED. REQUIREMENTS AND EQUIPMENT BEFORE PROCEEDING s 6. ALL GROUND BARS SHALL BE COATED WITH ANTI- WITH INSTALLATION. obi CORROSIVE AGENT SUCH AS LPS-3 OR AS PER 11. CONTRACTOR TO PROVIDE ALL ADDITIONAL DRAWINGS Yi GROUNDING NOTES ON SHEET E-2. REQUIRED BY LOCAL AGENCIES. GENERAL NOTES SCALE: NTS 1 SIGNACE SCALE: NTS 2 LEGEND SCALE: NTS 3 CO 0 I . le 'N. h. • 0 ft) I.0 \\ / • • r4 i'ry D O © O , \, 1—C if?!m i 0 fn W \-111‘. N 0 n 04,.-..., S F- a / O , r < R O v Z ©\ si, Z -± 0 t • .. NI- �, 40:01' r ■ ' �4 a -\%& _ \` • 3 \ I,e 4 >,...;,e' Get RELEASE `` l 4/21/11 IOWC KMEW s.` �\e ;/ r 5/9/11 not.2MJ6 RIb�tK • ` V 12/5/12 PRE ZOQI Sleli1k IllItilk 12/11/12 EY44 1pRY SVERCTu �`� M 1/25/13 TAE C0167RUCIxY1 OOIXME171S . / , f 2/1/t5 Cd6Wt.000M SL&RTK ` , 7/11/13 111111 Cp6TAx./IOM 51.6t41TK g<> - NOTE: TELCO SOURCE AND ROUTING TO BE - - FIELD VERIFIED BY CONTRACTOR AND FIELD // _ ENGINEER AT TIME OF CONSTRUCTION. - - SHEET NOTES - SHEET 1151 Oj POWER SOURCE FROM 480A EXISTING PANEL. 0 TELCO SOURCE IN TELCO ROOM LOCATED ON FIRST ELECTRICAL FLOOR. SITE PLAN O INSTALL STEP-DOWN TRANSFORMER. O TELCO BOX & NOTES OINSTALL CUT-OFF SWITCH AND SUB-METER. O POWER DISTRIBUTION SHEET 111,10&R E-1 NOT IN USE SCALE: NTS - 4 NOT IN USE SCALE: NIS 5 ELECTRICAL SITE PLAN SCALE: NTS 16 GENERAL GROUNDING NOTES \, Rd7 1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE D NATIONAL ELECTRICAL CODE. \ " 2. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR IS 8", WHEN OPCC BENDING IS NECESSARY. GROUND CONDUCTORS ARE TO BE AS \\ 4/y C OM STRAIGHT AS POSSIBLE. r' /// \, �{�` _ aCHEwu.CITE 12l302 3. NO SPLICES PERMITTED IN GROUND CONDUCTORS. \ 4. INTERCONNECT ANTENNA GROUND LUG TO #2 SOLID BARE \, TINNED COPPER (IF APPLICABLE). ,\ r 5. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT /// \\ a g AT THEIR MATING SURFACES AND INSTALLED PER IN' �b P r MANUFACTURER'S RECOMMENDATIONS. USE PENETROX OR ce EQUIVALENT ANTIOXIDANT GREASE. / o a 6. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG -� CAOWELO CONNECTION SEE •� i s COMPRESSION TYPE. STACKED CONNECTIONS ARE NOT 3 L DETAILS, TYP. a 6S ACCEPTABLE. BACK TO BACK CONNECTIONS ON OPPOSITE � 4 SIDES OF THE GROUND BAR WILL BE PERMITTED. ��& / 0 © � kaf CS CI 7. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE ® ® \ "�9 i i SS MANUFACTURER'S SPECIFIED VALUES. I,),N, S �l \ c I°'9 4 �." FOR ANTENNA GROUNDING s N 8. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN 1, f�SEE DETAIL G�U n w ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISHING if�. 1 \ � r A "CHOKE" POINT. / ���j` v:: 9. FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE \ c �� GROUND WIRE SHALL NOT BE USED. METAL CLIPS THAT DO IO NOT COMPLETELY SURROUND THE GROUND WIRE OR PLASTIC / f C� -II,4, "21 CLIPS ARE ACCEPTABLE. X. 1 ` , B „ c 10. GROUND BARS SHALL NOT BE FIELD MODIFIED. 'r�� ► rr —PROVIDE GROUND BAR CONNECTIONS FOR AGB MOUNTED NEAR o g r ANTENNA, TYP. RADID EQUIPMENT AND LEAVE COILED AT 11. ALL OUTDOOR CONNECTIONS TO BE EXOTHERMIC CADWELD, ;o\' BAR; VERIFY W/ MFR NUMBER OF GROUND INTERIOR CONNECTIONS CAN BE A PROPERLY APPLIED CRIMP . TO PROVIDE TYPE UNLESS OTHERWISE SPECIFIED. \, N GENERAL NOTES SCALE: Nis Pr \l FOR ANTENNA SEE DETAIL • CC Av 0 0 l ® QC' • . • LL •GB ACCESSORY GROUND BAR �� .��' F Y4-x4"x12" \ �9/• • MECHANICAL CONNECTION �� / • ^4 g� j d 111411114 MGB MASTER GROUND BAR \� ti\Q i Z ''RRR- Yi"x4"x12" �' FOR ANTENNA GROUNDING ° R/ SEE DETAIL O 2:_ N Z Q ig LEGEND SCALE: Nrs 2 A ` � ,/ �`f ■ Z3 n y o , < ,.. ..., ,0 o s f•. • m°a Q Z 40.' e • 3 .0 \ an ko,u 4/2,/,1 ZOIJL x5 W 5/1/11 /II1k ZO.GIC S.l1/I1k 12/5/1Z nq ZO1w6 Sl81IRAL lele:":".. 12/11/12 INIL NNW 51J11WRK . \ N 1/25/13 Mt W161RCC11h1 00[tll[xIS 2/1/13 CO 15VC110M SLMIK 3/11/13 PAUL CC iT&Cigw S1.BV11µ :: - \\k \ \ %11166,i ..\ SliEET TIRE GROUNDING ` NS UIT PLAN SHEET & DETAILS \\\.' ` E-2 . NOT IN USE SCALE: NTS 3 GROUNDING LAYOUT SCALE: NTS 4 CADWELD CONNECTION �.. t` ` 4G�""1 - •MECHANICAL CONNECTION 4 rp�,; \ cScS�o NI t O.CfAN . ..,1 TYPE GT - '� c \; ?m.�v TYPE VV TYPE VN TYPE NC f CtF'�+ TYPE GL cr.r.a DOE+�/+/+� T-MOBILE ANTENNA, (TYP.) TYPE VS 4\ tb � ` " �r1 . . I s° .- .-. a; TYPE VB TYPE TA TYPE SS ► 4 a TYPE PT is. p E6 #2 THW —ANTENNA JUMPER CABLE, TYPE GY TYPE GR GREEN ANTENNO SEE SHEETS RF-1 AND 6 `fir RF-2 FOR DETAILS TYPICAL CADWELD CONNECTIONS SCALE NTS F 2 t 3 ,,-c. ga6 MOUNT III . TI .! i-:2 r -BOND RRU TO ANTENNA 3/8" X 1/2" .2 O r MOUNT W/#2 GREEN THY! S.S WASHER BUSS BAR OR .E u N r_ RRU EQUIPMENT - SEE (TYP_) I I FLAT SURFACE OF .' i i 1,7; SHEET RF-2 FOR 3/8" S.S EQUIP. / WIREWAY c ; II I ADDITIONAL INFORMATION LOCKWASHER� S ^ II ' (Np) `` ' ','-. NO-LUX ANTI-OXIDIZING p - I n COMPOUND NOTES g^ 1 E 1. TYP. ALL GROUND WIRES �� - I FOR ELECT. AND OTHER 1° a I I GROUND AND WEATHER 3/8" S.S. I �- PROOFING KITS, INSTALL HEX NUT 3/8" X 1" S.S HEXBOLT EQUIPMENT. y aZ IN - IN 2. THE ENTIRE LUG AND o � .>... ) BELOW ANTENNAS, (TYP.) _ ` I. .I MI AREA TO BE SPRAYED WITH 7 CLEAR LAQUER OR COLD �, GROUND TAIL, (TYP.) 3/8" S.S 3/8" 5.5 LOCK WASHER GALVINIZING SPRAY STAR (TYP.) 3. GROUND LEADS TO BE rt AGB WASHER CADWELDEQ TO GROUND RING. N MOUNTED (TYP.) 3/B" X 1/2" S.S FLAT NEAR 4 WASHER (TYP.) ANTENNAS BOND ALL BTS EQUIPMENT TO TWO HOLE O A1GB - y2 THW #2 STRO rum COMPRESSION CRIMP 1 0 GREEN (TYP) GREEN LUG (#2) DETAIL !S • II INSULATED TYP. Of 7W4 NUTS ^ l i‘ler COAXIAL CABLE, EQUIPMENT— WIRE `u BOLTS c ) SEE SHEETS RF 1 JUMPER CABLE. ....0 oo < t� #2 THW AND RF-2 FOR SEE SHEETS RF-1 r4 4r GREEN DETAILS (TYP) AND RF-2 FOR ^ 'co.'" 7_ Q W ROUTED DETAILS ��/ 8ax W1 P --I I TYPICAL CABINET GROUNDING 4 `� tW ^ N o D ANTENNA t SCALE NTS CABLES �. -- WK53r a°53"'s_ GROUND AND - O (5 N WEATHERPROOFING KITS, HARGER GALVANIZED GROUNDING BAR #IGB14824 (OR ■ Z E = OZ MGB EQUAL) WITH HOLE PATTERN, STANDOFF INSULATORS o•-51 MOUNTED LOCATED NEAR EQUIPMENT, we fn N (T�) AND MOUNTING BRACKETS AS SHOWN AT BOTTOM •ssu�r� #2 GREEN INSULATED COPPER WIRE HARGER GALVANIZED • mn° Q Z 1112:iiu: '° TO AGB AT ANTENNAS #GBI1441R20G ORNEQUAL E 3 t #2 TRW GREEN (TYP) COAX CABLE GROUNDING KITS ,J 3 1 I WITH LONG BARREL 1 19 I► ANTENNA MOUNT GROUND • • MOUNT MGB NEAR BTS COMPRESSION LUGS, INSTALLED �� A COAX CABLE 1 ' 3 EQUIPMENT BY CONTRACTORS a GROUNDING KITS ® 'I' co BOND CABINET GRD. BAR TO I A GROUND RING - #2 SOLID I-____ __ , Al N Ill0 �I 1 ��,'', M p MIAS( i I I BARE TINNED COPPER J I 1 A ^ �� `` - 111.1]� �/ un./It/11 TON24 L1.11N —__� -----I--- BOND MGB TO BUILDING GROUND I I / 1 A N; �� A � V �� 14, e/y/„ rtwtancneur*u#2 SOLID BARE TINNED I A N A ^ ♦? i 12/5/12 Pn zcwwc am•nu ii,— M 1 ` ____________________ N CONTRACTOR TO VERIFY _- _ I I j--- J • r#m I�1 A ©/ / 12/11/12 nw:wN ursmK -- ' - - -------------------- ri A N • #2 GREEN 1/25/13 HEtd6JCroNDawCIO3 • #2 SOLID BARE i INSULATED 1/1/+3 CAN aarnti A M' M ' TINNED COPPER BUILDING GROUND r/A 1 • 1 COPPER WIRE 3/15/13 M++ swwmK ri WIRE TO BUILDING TO MGB AT GROUND - • . 1'/I PROVIDE (2) PER ♦ = BOTTOM I . - MGB < IP A = CADWELD - _ AMU SHEET 1- NOTE: BENDS SHOWN ON GROUND TAILS AND GROUND CONNECTION WIRES ARE FOR ILLUSTRATION PURPOSES ONLY. AVOID O MGB (AT BTS EQUIPMENT) NOTE: ALL GROUND ELECTRICAL BARS TO BE STAMPED GROUNDING EXCESSIVE BENDS. WIRES TO BE AS STRAIGHT AS POSSIBLE; INSTALL DIRECT FROM EQUIPMENT TO GROUND POINT. AS T-MOBILE PROPERTY AGB (AT ANTENNAS) DETAILS Sr:R i.'J1.43;.4 TYPICAL ANTENNA GROUNDING RISER SCALE NTS 1-5-- E-3 1 GROUND BAR DETAILS SCALE: NTS 1 SITE LOADING CHART ANTENNA AND COAX GENERAL NOTES ANTENNA MECHANICAL RADIATION 1. ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BE FURNISHED BY T-MOBILE ANTENNA SECTOR VENDOR AZIMUTH COAXIAL CABLE NUMBER OF CABLE MIN. BENDING AND INSTALLED BY CONTRACTOR. eier:\ MODEL # (TN) DOWNTILT CENTER COAX RUNS LENGTH RADIUS mow„ f . 2. COAX COLOR COOING: ANTENNAS TO BE NUMBERED IN A CLOCKWISE MANNER °�m.� R-1 ALPHA FROM TRUE NORTH AND COLOR CODED AS FOLLOWS: �y Ct15��� ALPHA RENEW&DATE 12/31/13 TMBxX-6517-R2M-OD ANDREW 110' 0' 92'-3.5" LDF4 1/2" DIA. 6 75'-0" 2" ANTENNA DESIGNATION - RG-1 ALPHA SECTOR COLOR COOING RG-2 ALPHA ALPHA SECTOR R1 - 1 RED BAND B-1 BETA 15 R4 - 4 RED BANDS 6 ? RG1 - 1 RED BAND, 1 GREEN BAND N 1 B-4 BETA TMBXX-6517-R2M-OD ANDREW 180' O' 2•, RG2- 1 RED BAND, 2 GREEN BANDS $Y BG-1 BETA 92'-3.5" LDF4 1/2" Of 6 7E,'-0" BETA SECTOR 81 1 BLUE BAND 0 E Vb BG-2 BETA ° B4 - 4 BLUE BANDS 3 r _ 5E 801 - 1 BLUE BAND, 1 GREEN BAND W-1 GAMMA 2 BG2- 1 BLUE BAND, 2 GREEN BANDS 6 3 m ES W-4 GAMMA 1 .12 '' r GAMMA SECTOR WI - 1 WHITE BAND § i„ 6 TMBXX-6517-R2M-1D ANDREW 270• 0' 92'-3.5" LDF4 1/2" DIA. 6 20'-0" 2' 48 W4 - 4 WHITE BANDS - E WG-1 GAMMA l WG-2 GAMMA 1- WG1 - 1 WHITE BAND, 1 GREEN BAND . 2 i N _ .2 WG2- 1 WHITE BAND, 2 GREEN BANDS a f • ii i GPS - 58532A SYMMETRICOM - TBD ANDREW 1/2" DIA. 1 12'-0" G U n 1 1/4° 3. THE ABOVE COAX COLOR CODING APPLIES TO SECTORIZED SITES; FOR .1^ 1r - OMNI SITES USE THE ATO, BTO, GTO COLOR CODES ONLY. 5 911 - BSDB18U8 COMTELCO _ TBD ANDREW 1/2" DIA. 1 12'-0" 1 t/4' 4. COAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING 1" WIDE 3° 8Z v WEATHERPROOF COLORED VINYL TAPE, AT THE FOLLOWING LOCATIONS: 1; y§ V) 6i COAXIAL CABLE NOTES; #1 AT ANTENNA CONNECTION #2 AT c 7 ENTRY TO EQUIPMENT CABINET o 1. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHERPROOFED. 5- RUN COAXIAL CABLE WITH MINIMUM 12" SLACK 12" FROM EDGE OF EQUIPMENT CABINETS, ACROSS WAVE GUIDE BRIDGE, UP TOWER LEG 2. CONTRACTOR TO PROVIDE DRIP LOOPS IN CABLES AND JUMPERS WHERE AND DISTRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL N NECESSARY. MINIMUM OF (3) GROUND KITS PER COAXIAL CABLE PER ELECTRICAL n DRAWINGS. VERIFY NUMBER OF ANTENNAS, CABLE AND CABLE CA 3. JAGGING: DIAMETER WITH PROJECT • 0 3.1 ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO , O INDICATE THE ANTENNA SECTOR. • ,,. 3.2 COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND ^ l EACH END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE. I./ U F (NOT TO INTERFERE WITH WEATHERPROOFING). r■I 4 COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 3'-0" • r� °o = cc ON CENTER. CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED c"; p ci w TO MEET THIS REQUIREMENT. z ago z ogg•�tl a W,,., a0D COAXIAL CABLE SPECIFICATIONS SCALE: NTS 1 `° 2 LI 0 '.'z°v a z z is 1" 1.. �., N )- � � i t ma � - .,: _.,., Z.. > }.. - �.. SLOT FOR _ t F ADJUSTABLE ,_ i i _ i.21. US a to . F. > _- _.._ ._1/ . GROUNDING CLAMP BAND CLAMP 3 2 - ' \ TAPE CO �: 1/4" 20 —CONNECTORS — N HARDWARE Q ELECTRICAL TAPE BUTYL TAPE (ALSO KNOWN AS ` 7d5(1 LAYER) MASTIC, TAFFY TAPE) GROUNDING STRAP P ASSEMBLY L6 DROUND STE 1 STEP Z STEP 3 LEAD 4/2 20.046 _ ./21/11 ZO REVIEW FIGURE 1 FIGURE 2 FIGURE 3 5/9/11 F144 MOG SOWN. I 1 12/5/12 PRE 20F0C SL9111TIH 12/11/12 F)NL 2ONIC SUN TTN 1/25/13 P C COM7RIIC'fd t W IRS 2/1/13 Ca61R�CTIG1 SW1ffT.0 X / 3/1$/13 Fw1L COST LCi0„SuBWnuL �_ __ NOS ADJUSTABLE - �> VERTICAL CONNECTIONS SHALL BE BAND CLAMP N6 GROUND LEAD t ---.....______ TAPED FROM THE BOTTOM UP SO �i=s9ie.-01 ELECTRICAL r ?`- �� OVERLAP MOVES WATER AWAY FROM �'f TAPE OVER ( 1 _ —t___ CONNECTION, (TYP). ree,‘ G/S/ MASTIC TAPE ,�'; TWO HOLE - COMPRESSION CRIMP - - GROUNDING LUG (IY6) TO - PROVIDE "CANUSSA" HEAT SHRINK IN GROUND BAR sH_n Try PLACE OF TAPE FOR QUAD POLES AND CLAMP LNA's (TYP). RF ELECTRICAL TAPE: 3 LAYERS WITH 2" TAPE AND 3 FIGURE 4 FIGURE 5 FIGURE 6 DETAILS LAYERS IN 3/4" TAPE (ALL WITH MINIMUM 50% OVERLAP). ALL TAPE ENDS SHALL BE CUT (DO NOT STRETCH). COAT STEP 4 --/ WITH 3M SCOTCH COTE SPRAY SEALER __.4,_. SHEET NUMBER RF-1 COAXIAL CABLE WEATHERPROOFING SCALE: NTS 2 COAXIAL CABLE GROUNDING SCALE: NTS 3 GPS ANTENNA 14" P 6.6" MOUNTING iths;\ ,r r BRACKET-S&G GPS ANTENNA- ctcco" • L ...\ INDUSTRIES SIPS AROMAT IyV1C-100. 316 OR EQUAL MOUNT USING S.S. Q� C•H\+('ie I SCREWS PROVIDED 1K STRAP CABLE TO ti NE» DATE 12/303 MANUFACTURER MODEL NUMBER MOUNTING BRACKET PIPE, ROUTE „ ANDREW TMBX--6517-R2M INCLUDED CABLE UNDER ICE .- BRIDGE TO RADIO LENGTH I WIDTH DEPTH WEIGHT r: CABINET e" a 82.9" 6.6" 3.3" 15.4 lbs 1 � 911 ANTENNA :1: NOTE: LENGTH INCLUDES ACATORS STRAP CABLE TO tin ANGLE, ROUTE '�' GPS ANTENNA { p CABLE UNDER ICE ■!I CABLE TO RADIO C - 00 Ea k •-__ BRIDGE TO RADIO N CABINET �� > „i CABINET g l big TO STANDARD 1-1/2" MIOUNTIING IPE w H GALVANIZED PIPE KIT-MTS PART 1j-E�3 . i1 #BB-510 £ v515 M .er STANDARD 3"e-� d "' v: NOT IN USE SCALE: NTS 1 DUAL ANTENNA DETAIL SCALE: NTS 4 GALVANIZED STEEL BASE SHOE PIPE 8 COLUMN 3 R ig I nib In } , Ca 4,11.9 GPS MOUNT SCALE: NTS 7 Y M CV CV CO • O MANUFACTURER MODEL NUMBER IMOUNTING BRACKET , a, \ I p ANDREW TMBXX-6517-R2MI INCLUDED m - N. • TYPE "N" • CC LENGTH I WIDTH I DEPTH WEIGHT 1'-3" CONNECTOR ^ l 4 w 82.9" I 11.9" 6.3" 44.4 lbs OF BASE oo CC vF 911 ANTENNA DATA ANTENNA . .--i o.g : MECHANICAL SP CIFICATIQNS c 'a a NOTE: LENGTH INCLUDES ACTUATORS _I PART NUMBER HEIGHT 1 1.35 In I WEIGHT ICCNNEcT(LRS, riO� gu R f!1 W BSDB16U8 1 in 1.35 In 4 Ibs i} TYPE N !1 Eil Z PAINT TO MATCH EXISTING COLOR STANDARD MOUNTING HARDWARE W�< Q giliO BSMNTI 90q o 0 !!. ELECTRICAL SPECIFICATION WiR Z z FREQUENCY GAIN VERTICAL B.W VSWR Z a z 825-896, 1850-1990 MHz UNITY 75' <2:1 ■ S , 2 O POWER RATING ■ o oo cc CO I- 250 WATTS ma = NOT IN USE SCALE NTS 2 QUAD ANTENNA DETAIL SCALE: NTS 5 — . 3 911 ANTENNA SPECIFICATIONS SCALE: NTS 8 • 3 N 6-3/8' 3-1/2" 1 g an "mum -I rill CO) 4/21/11 r,,& INC. 5/9/11 Mt INC aBU+TK 27" O 0 I 12/9/12 ME! <sier+TK 1. t TYPE "N" 12/++/+2 mkt:aac aamx =� O CONNECTOR 1%15/13 '*E COa71l.C+GN=noes' IN BASE OF my I.3 commc'nowseum 3 1/8" ANTENNA MANUFACTURER MODEL NUMBER I MOUNTING BRACKET 3 1/4" (MOUNTING ula/u nw caalwcml 5lewrtu NOKIA FXFB, FRIG I INCLUDED , (ANTENNA) BAS ) - LENGTH WIDTH DEPTH WEIGHT � - • 22" 19.3" 5.2' 55 lbs GPS ANTENNA DATA = - — MECHANICAL SPECIFICATIONS _ PART NUMBF IGkIL DIAMETER WEIGHT - 58532A Z 163mm) 3.54"0 90mm) 15 oz (427 9) SHEET ME CONNECTORS MOUNTING HARDWARE RF TYPF "N" I AUB MAST DETAILS ELECTRICAL SPECIFICATIONS SPECIFICATIONS POLARIZATION ( 1565.42--11585.42MHz RIIGHT-HANDCIRCULAR !GAIN >30 dBil<2,5 POWER W G II 250 WATTS CW SnESHED N MICR , RF-2 NOT IN USE SCALE: NTS 3 RRU DETAIL SCALE: NTS 6 GPS ANTENNA SPECIFICATIONS SCALE: NTS 9 NSN Configuration 2A- 2012/2013 5 ,,T-,p sitrs 1,a C.nrl•Irp,,ti PC: F p.-..•trulr l'.rr1..••.. oI.. -...,li-q• a.. .�....•r-... .. 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MT[ RIIfASE iwE.ww]e•tla.<Ca■ *rte CI=ran cif 4/21/11 201110 REVIEW IP•ea.J 0/11/11 nw.L.moo SU0IORH 12/3/12 PRE 2CIe•:SWMRri 12/11/12 10111.201e1G SU4OTTAl 1/23/13 PRE CONSTRlC1Dx OOCIIENTS 2/1/13 C016TRUCION SIA1f11* 3/111/13 11M1 Ca61RUCTERI I*(1TK SHEET TERF RF Copyright n 2009 E&O B1, T-Mobile.All rights reserved DIAGRAM DATED: 11-15-12 S11EE' r.LuEER — RF-3 RF DIAGRAM SCALE: ins 1 SZZLB aO'aavou'au 3bIYl0S NO.DNIHSVM MS 0006 "“0 w b"°0 Sou ""'a w�., ,9 Y.OW 110.■033 ON 3b1V1105 NOlONIHSVM h bean 7.•r.,9w I xn 00.1 NOW. SL.nu.Su ow r1PCO 03 rq 1. MD AIMS @LWOW Sill CAW 314 b WOO:.110S 111 9 Oft aligNi on 9 9+aHN 5., as-mood 111111 g 0 0303.1203-8uigmrbeus • If£S-L8£(£0S) ♦IOC-9C[00:VA 0006-f IV(COG):3NN.1 i Q Will ' o VIZL6 YO 0P1^�IN'c9Z 219,S S 00 1 M as LOl OZZLB NO0321O ONVU. e Matig ua MID OVOti OOOMW301V 3N O98G [ g g Q i� '_V mq*10 U00 « • •• • aliao . . .� . . n $t? S._5 N I g � g L' Y T55 5.411P TS3x3x'/¢ { TENT(fay.6 L4)FL A. * I V t1TvRG Gkg+NGT ,1 l l ■ ,, , I ‘1.1 ! 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Aw•t to AG RoliN `�" �`^ �r 6 c Bi 46 'L uy.t � tt..._.■ CONSUITINC CONSUITINq / -- :CC ti3 Jco Na CG•1J as H)NG� R•.ssc 5114411.11.14 UfSIG4 6 E\GtAEfMKC•ant /Qf/pNA u"b U SIRCCiIRU DESK\BGnFEIiI�Y: 7110P cc. 111o4 t`glp -_._.- 1 P i 0 1a f 1 ell .a r 1ti A I s ��TI � it a s' 579 -71- 6tvv5 –1- Ili [— • -. Ta1,aGT GABrNGT is.J dfrt -s �, x v'N al. 1 i l \ L Es 1 �I I t: '_ s A U D Iti 3a� 1! E-y WlZXZ2 ----, ! l I i I + 2\„... .,W d1 �6EGAglu:T1 IZa) -I - y ey, / . . I:1 34 �3 ' ib `i, 1i f*Z111,.. L..e.\/,S wr5/41-4 riNi N' 1 T--- ___ __/z13:.__LI mu co" cc 3'� I 1 0 o 11 il cc m d /L q-�2L --trill O po1 R, D cmt Z Q ________ . _ ._?:Cf..CLA-S...c.L...C.L.1.-...6:_::;.(1.•_.. ....e--4- .....,...1t-voP - t Jr t L, a ? Z . �, 2 No — iX 6.!/ a 5 N4-6p rr < r N � 0 c lc & of Gtr. 1 a¢ MUSE 4/20 1 /NW Moro 5/9/11 F 1.20004 Mown& je 1:/5/12 Pitt taRw SIAMITTAL t b� w1 D `CS GAL . 12,1,2 Fli4 IO,t4L MWrtK —_—_ 2/1/13 t;ONG1.YCROt1 SUBMITTAL 3/18/0 HELL OM*ACtp SUlwn& 1 SHEET TIRE -- L STRUCTURAL DETAILS 2 SHEET NUMBER S-2 DETAIL 1 SCALE: NTS 1 DETAIL 2 SCALE: NTS 2 1G..1:lu __. _- P:.*.'1-1 /1 ,1 to r f V 7 11 a./V tt _ I ! l6.r- :�'6t!:.� Pro.au r=r 1/'®$/(iG B, ,q-.t AG Role N 3L����ll v AG RoliN TccnT[, a•0I 4, k=..,1 1/ CoNSUItiNg■ CONSUITINC� /,-/ (� / — ■.. ► r. / :c.sea .."1:`.6 SIRLCILRA'DESIGN P.ENY.1SEE16G C'er1 L� v f Ili�V■ ov vza .CD 1 G S1RLCfL'RAL 0ESIGN E.ENGI∎EIlimG_ L1�5�F IN 6� - -�-�I 0 L� TJja §�G ce- a IOaf- �I V/�(LIB% s 4, ________t — ---'� ' t— '1 I ?6e- s ra p, i 4g ;TI m x b� ^ -. '/42'42 rt.-OD (i6 1; illii i N /7 / /N / .' ;,, �- 1, i _ . _ _ _ _.... I� y ‘ 1. i- -: - ...:- .- .....- 2-:-". 1 W le x§ N 1 s :e III ‘P•)V e.112-0 r_ NNN 7 _ I - _ NEr^-) lzlz 0 co '_r:_., ___,.. „,„ ,..s- r` !A_ _ _______: (1-7,- A, (, r I I o cc • cc I ---------;--"r"-- i ac F it FO �+�.���—. I i I ;-. c Z Q IF O Zto N O ;t,L,',"3 GG f015 ( rg o 6 g -I Wz' E. Z Z 4.--... (0(4 UL/r Y A./ --,,,-( i j l T � / • rT , ; 5 '� ?rtios -- 1 ,{N'a/L -''`/t'.- / MT RELEASE +1 f / a/2,/1, :bOL RMEV s/aJ+� MAL zwa.c weumAL ; ..L,_ —< l 12/s/,2 PRE Wu%A.9+a1 m. � �� ///� /J �fj`/ h�/ !n/ �(} �J r/ 12/11/12 MIL 10■1NG SDBLmu ) ( �-6 L• ` O V C/R' �/ 7 r✓F Y 1 i�D - �_v^ I/25/13 WK ORS-RUMOR DDd,YEH,S / 2/1/13 CD16TRUCRDN MUM. 3/111/13 now.catsiRDCICN Sl6WITH . 0 slb* if 5p'v' - - . iir A 01- 1\)M 6 g. oTIvo _ SHEET TTRE STRUCTURAL _ DETAILS 3 SHEET NL'1A9ER S-3 DETAIL 1 SCALE: Nrs 1 DETAIL 2 SCALE: NTS 12