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Permit D14-0102 - SPRINT - ANTENNAS
SPRINT 5301 SOUTHCENTER BLVD D14-0102 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: htto://www.TukwilaWA.aov DEVELOPMENT PERMIT 1157200140 Permit Number: D14-0102 5301 SOUTHCENTER BLVD 1 Project Name: SPRINT Issue Date: 8/27/2014 Permit Expires On: 5/25/2015 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: HEPPENSTALL PHYLLIS+BUTT KRIST 901 W MAIN ST STE #A, AUBURN, WA, 98001 JUSTIN ABBOTT 870 ORAVETZ RD SE , AUBURN, WA, 98092 3 S NETWORK INC 26000 TOWNE CENTRE DR, STE 230 , FOOTHILL RANCH, CA, 92610 3SNETSN8731Q SELF FUNDED - SPRINT 1 Phone: (206) 790-4655 Phone: (949) 916-4561 Expiration Date: 4/18/2015 DESCRIPTION OF WORK: REPLACING THREE (3) PANEL ANTENNAS ON THIS EXISTING ROOFTOP MOUNT, WITH THREE (3) NEW PANEL ANTENNAS AND THREE (3) RRH'S. SEE DRAWINGS FOR DETAILS. NO NEW GROUND EQUIPMENT & ANTENNA REPLACEMENT WITH NO INCREASE TO EXISTING COUNT Project Valuation: $13,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Electrical Service Provided by: TUKWILA FIRE SERVICE Fees Collected: $591.18 Occupancy per IBC: Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: °14II� I hearby certify that I have read and exaninedlthis permit and know the same to be true and correct. All provisions of law and ordinances gover ng th 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 permittnd agree e conions attached to this permit. Signature: Print Na f e: Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1700 BUILDING FINAL** Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Aov DEVELOPMENT PERMIT 1157200140 Permit Number: D14-0102 5301 SOUTHCENTER BLVD 1 Project Name: SPRINT Issue Date: 8/27/2014 Permit Expires On: 2/23/2015 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: HEPPENSTALL PHYLLIS+BUTT KRIST 901 W MAIN ST STE #A, AUBURN, WA, 98001 JUSTIN ABBOTT Phone: (206) 790-4655 870 ORAVETZ RD SE , AUBURN, WA, 98092 WESTOWER COMMUNICATIONS INC Phone: (407) 852-1755 9961 SYDNEY HAYES RD , ORLANDO, FL, 32824 WESTOCI975J8 Expiration Date: 12/14/2014 SELF FUNDED - SPRINT I 1 I DESCRIPTION OF WORK: REPLACING THREE (3) PANEL ANTENNAS ON THIS EXISTING ROOFTOP MOUNT, WITH THREE (3) NEW PANEL ANTENNAS AND THREE (3) RRH'S. SEE DRAWINGS FOR DETAILS. NO NEW GROUND EQUIPMENT & ANTENNA REPLACEMENT WITH NO INCREASE TO EXISTING COUNT Project Valuation: $13,000.00 Fees Collected: $591.18 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Occupancy per IBC: Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: I hearby certify that I have read and J\kkuk/91 Date: d this permit and know the same to be true and correct. All provisions of law and ordinances govhis 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 and agree to the conditions attached to this permit. Signature: Print Name: A6b o'+A Date: 8--2 7— IL/ This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** CITY OF TUK. ,A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. (1[-D(D� Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION 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 Site Address: 5 2.01 s -►-t. C ewe rr 131 ✓ 'l Tenant Name: se r vs'} - PROPERTY OWNER Name: r le "Pa.✓+hc.- chi e Address: y e t we s-I M0. . N. S4 v s c 'f' City: State: Zip: CONTACT PERSON - person receiving all project communication Name: 3-.a..SA' H Alob o4 -re.- 5pr►K"1" Address: 42)1 o o ird,-U e.+" woad SE City:State bvrv% 9130etZ Phone: Fax: 2-06-190-4655 Email: , I %J.s+%„. 4IACit. e.se,tec+s teexcg.ccy GENERAL CONTRACTOR INFORMATION Company Name: Li e s,+E anJ`a� Low► wiKai ce-IianS Address: �aS UcLws 'Re Kof City: Tw k.,+' t a State: Zip: w A--. Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: King Co Assessor's Tax No.: 1 15 -% 20 6 14 O Suite Number: Floor: New Tenant: ❑ Yes ®.. No ARCHITECT OF RECORD Company Name: Architect Name: D v% 4k p e .L.Y% - b 5 b Address. • 13 ciZ;i z1..16,`41 Ave St City: L s s q. ct 144.k S jet at g Zip: Phone: Fax: yZS- 65 1 -osSz Email: d �� . d hdea•t Q. msn. coon ENGINEER OF RECORD Company Name: =.n+ c7rft+toi AtS7N E-n7.Kte✓$ Engineer Name:.bav; al H. o r rl, S 6 y Address: i Z a D z -f t A.,, ,• ,,,,,,,,, i s......„, um, City: S Q c._{+A C State: 4.J A- R R i o 1 Phone:. b _ Zlod -1121 Fax: Email: -,...a. cd-en7r. .,.h LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: NJ 1A_ Sit yti- Set-C..:wdcd Address: City: State: Zip: H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 1of4 BUILDING PERMIT INFORMATIC 206-431-3670 1 1 Valuation of Project (contractor's bid price): $ 13 $ 0 0 0 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): tat P i a. c i n , -I-1, re c ( 3 ) Pan e 1 citi c k-RK . S o -1-k Ft i S e X i S 4-I a, It v o o 40 0 P r't o t.t w -f ! IA ,` 4. -s4 Yc c (3) r vac J PaKe ( 6Lv►,4e.itK.‘i_S et lot d (.3 iga. / 1s . sc c etVa..L..l;Kys to✓ ACA* I1%., a *`G� �21wt evnt�i1- av 4-e4K4 rtpl�.cc'vtevr'i w1 Ka r 7�hCfttSe +Q. 4-XtS*4104-5 C•aan.+ Will there be new rack storage? ❑ ....Yes 12(No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC la Floor 2"d Floor 3rd Floor Floors thru Basement 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 dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:_ *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. 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 ❑ None ❑ 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 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forma-Applications On Line\2012 Applicationa\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 !PUBLIC WORKS PERMIT INF( 'IATION — 206-433-0179 Scope of Work (please provide detailed information): R- c p l & Cawt. 7 et • ..-i-e.rt k 4,s ©« 4%_ ter/ o o f + a p ...J t +L r /c e. q H d .'%.der (g/1) R-R14 (s kD ,—to( It?lr -I1vcc (1) tx�s4l+i h.g ra teI (3) h c. c 1 p ea . t I a.wi-c vt vacs 'I'.-(- c w.dt S vi t t t to +C rt 4 ►t C ( Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District # 125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate El ...Valley View ❑ ...Sewer Availability Provided ❑... Highline ❑... Renton ❑...Renton 0... Seattle Septic System: ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which aDD1v): ❑ .. Civil Plans (Maximum Paper Size - 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑... Geotechnical Report ❑ .. Traffic Impact Analysis ❑ .. Bond El...Insurance 0... Easement(s) ❑... Maintenance Agreement(s) 0 .. Hold Harmless - (SAO) ❑ .. Hold Harmless - (ROW) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑.. ❑.. ❑.. ❑.. El...Right-of-way Use - Profit for less than 72 hours ❑... Right-of-way Use - Potential Disturbance ❑... Work in Flood Zone ❑... Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line ❑ .. Permanent Water Meter Size (1) " WO # ❑ .. Temporary Water Meter Size (1) " WO # ❑ .. Water Only Meter Size " WO # ❑ .. Sewer Main Extension Public 0 ❑ .. Water Main Extension Public ❑ Private Private O ...Grease Interceptor O ... Channelization ❑... Trench Excavation ❑...Utility Undergrounding (2) " WO # (3) " WO # (2) " WO # (3) " WO # ❑ .. Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\2012 Applications\Fermit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 PERMIT APPLICATION NOTES — 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 grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 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 AUTHORIZED AGENT: Signature: Date: I-+ I z 1 ► 4 Print Name: T 5 + ' A-b b Day Telephone: Z o 6 - ct Mailing Address: 8 `7 0 O ra v P 0 a J S E A2, City State Zip H:\Applications\Forms-Applications On Line\2012 Application3\Pcrmit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $366.86 D14-0102 Address: 5301 SOUTHCENTER BLVD 1 Apn: 1157200140 $366.86 DEVELOPMENT $349.60 PERMIT FEE R000.322.100.00.00 0.00 $345.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $17.26 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R2945 R000.322.900.04.00 0.00 $17.26 $366.86 Date Paid: Wednesday, August 27, 2014 Paid By: SELECT SITE AQUISITION LLC Pay Method: CHECK 1659 Printed: Wednesday, August 27, 2014 12:32 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAI D $224 $224.32 $224.32 $224.32 $224.32 PermitT! D14-0102 Address:530: SOUTHCENTER' BLVD 1 Apn: 1157200140 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R1675 R000.345.830.00.00 Date Paid: Wednesday, April 02, 2014 Paid By: SELECT SITE ACQUISITION LLC Pay Method: CHECK 1559 Printed: Wednesday, April 02, 2014 2:13 PM 1 of 1 CRWSYSTEMS INSPECTION RECORD Retain a copy with permit PERM CITY OF TUKWILA, BUILDING DIVISION V‘ik 6300 Southcenter Blvd., R100, Tukwila. WA 98188 (206) 431-36 Permit Inspection Request Line (206) 438-9350 °' T ;- Address: a l �C � � � Date Called: Special Instructions: goof i O INNXet.) ACj Date Wanted: ,, aZ l bt-1 &m. A r i€ P _ 4O Avv\ Requester: . C?�r1A+v "hone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS \?ei IQ-m Id- /t ► N �1 L_- or: Date: NSPECTION FEE REQUIRED. P or to next inspection. fee must be d at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit P RMI NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd», #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Protect: t 'Type inspectioni, !l; /k(_. Address 5� %IL�. Date lied: InstrucUans: Date Wanted: 2_4a.m. Requester: G� N r Y Phone No: 417-5Z-4' 7348 ❑ Approved per apphcabie codes. Corrections required prior to approval. COMMENTS: r; polo"' t1A ce, 3 & u(e 1--0 r vN7 41/47/ r Date:, ,+ REINSPECPIQN FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Gait to schedule reinspection. City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / Z' ',el ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: /7 %'/-z j Z RECEIVIM "ITV n LA DEC 04 2014 Project Name: $Piy4'yF PERMIT CENTER Project Address:.Jgoi S.-9t, C t►�r� -t Contact Person: `J f, ✓i f ��e4 C y Phone Number: c%ZS'- Z. O rt - 7 ? L{S Summary of Revision: 3 S4 elt-t.Livilk ,q_‘,/.‘) C.4w, L J-4 Vepvi r(Irk4 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 1 ZlC-1 I WESTOWER° COMMUNICATIONS Hi Bill, Westower is requesting to be removed as the contractor of record from the permit D14-0102. Thank you very much, Vinny Dix Field Superviser 22263 68th Avenue South Kent, WA 98032 vdix@westower.com 1206 730-1534 www.westower.com MCA 0000 RECEIVED CITY OF TUKWILA DEC 0 3 2014 PERMIT CENTER WesTower Communications -7525 SE 24' ST., Suite 500 - Mercer Island, Wa. 98040 - Phone: 206-236-4118 - Fax: 206-236-4207 City of Tukwila Department of Community Development April 24, 2014 JUSTIN ABBOTT 870 ORAVETZ RD SE AUBURN, WA 98092 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D14-0102 SPRINT - 5201 SOUTHCENTER BLVD Dear JUSTIN ABBOTT, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • 1. Codes are referenced to show compliance in accordance with 2009 Building codes on the plans and engineering pack. Provide revised plan and engineering to show project complies with the current 2012 Building codes. 2. The engineer shall specify if there are special inspections for bolting, anchoring and steel frames. If so, provide those special inspection requirements. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a' Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D14-0102 6361).Cnuthrontar Rnulovnrd .Cuito if MI) • Tulrwiln Wnchinotnn ORIRR a Phnno 7f6_431_36711 a Pnr 7n�i_d71_2/,GS ?EMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0102 PROJECT NAME: SPRINT DATE: 06/20/2014 SITE ADDRESS: 5201 SOUTHCENTER BLVD Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: A-T AUti Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 06/24/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 07/22/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0102 DATE: 04/02/14 PROJECT NAME: SPRINT SITE ADDRESS: 5201 SOUTHCENTER BLVD X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 00K Buing Division 176M 14Vc Public Works AW\ (Aill) Fire Prevention Structural CVL Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/03/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 05/01/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only '1 U CORRECTION LETTER MAILED: 2'"1-, _ ` Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.citukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6 - Zo - l Plan Check/Permit Number: D 14-0102 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Sprint Project Address: 5201 Southcenter Blvd Contact Person: Summary of Revision: 1Z e t % s a- C d et s +r4. c +..c r.� I e vt K e t r r 0.'f1Fot-ckvKe.:ti45 +0 -lit. b.. 1 A r •19 A-19 b o ,.�. Phone Number: of vt.. T S et JUN 2 0 2014 lERMIT CENTER 2-0(--790-- 6g-5- -Itek rati #I.e propose #1 �s►�� a-3C 201Z. Sheet Number(s): T- ( t e J S A "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: jkj Entered in TRAKiT on Q(. 1 w f 11 `tom \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: 3 S NETWORK INC Page 1 of 2 0 Washington State Department of Labor & Industries 3 S NETWORK INC Owner or tradesperson DANESH, SAEID Principals DANESH, SAEID, PRESIDENT TAGHIPOOR, AZAM, VICE PRESIDENT Doing business as 3 S NETWORK INC WA UBI No. 602 148 102 26000 TOWNE CENTRE DR STE #230 FOOTHILL RANCH, CA92610 949-916-4561 Business type Corporation p3L QUI License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. 3SNETSN873JQ Effective — expiration 04/18/2013— 04/18/2015 Bond Western Surety Co Bond account no. 61653882 $12,000.00 Received by L&I Effective date 04/18/2013 04/15/2013 Expiration date Until Canceled Insurance Allstate Insurance Co $2,000,000.00 Policy no. 648142818 Received by L&I Effective date 06/09/2014 06/01/2014 Expiration date 06/01/2015 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602148102&LIC=3SNETSN873JQ&SAW= 12/04/2014 WESTOWER COMMUNICATION" INC Page 1 of 3 Washington State Department of Labor & Industries WESTOWER COMMUNICATIONS INC Owner or tradesperson JARVIS, MIKE ARTHUR Principals JARVIS, MIKE ARTHUR, PRESIDENT BARKER, J JOHN EDWARD, VICE PRESIDENT CARR, MICHAEL DOUGLAS, TREASURER PAYNE, CALVIN JAY, DIRECTOR MARTINICH, MATTHEW, VICE PRESIDENT (End: 01/26/2011) Doing business as WESTOWER COMMUNICATIONS INC WA UBI No. 601 979 870 16259 SE 120TH AVE., STE 201 CLACKAMAS, OR97015 503-210-1000 Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. WESTOCI975J8 Effective — expiration 04/28/2003-12/14/2014 Bond HARTFORD FIRE INSURANCE Bond account no. 52BSBAD6506 $12,000.00 Received by L&I Effective date 04/28/2003 04/02/2003 Expiration date Until Canceled Insurance Hartford Fire Ins Co $1,000,000.00 Policy no. 20ECS000527 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601979870&LIC=WESTOCI975J8&SAW= 08/27/2014 CALL FOR UNDERGROUND UTILITIES 2 DAYS PRIOR TO DIGGING CALL 811 TO SPEAK TO WASHINGTON 811 STAFF OR BYPASS CALL CENTER AND COMPLETE PROCESS ON LINE: •.woshington811.com FMFRGENCY' CALL 911 Know what's below. Call before you dig. Sprint WA CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL COVERNING AUTHORITIES. NOTHING IN THESE SHEETS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES: 2012 IBC. STANDARDS AND AMENDMENTS-WAC 51-50 2012 IMC, STANDARDS AND AMENDMENTS-WAC 51-52 2012 IFC, STANDARDS AND AMENDMENTS -WAG 51-54 2012 IPC, STANDARDS AND AMENDMENTS-WAC 51-56, 51-57 ACCESSIBLITY REQUIREMENTS: FACILITY IS EXISTING AND UNMANNED AND NOT FOR HUMAN HABITATION - HANDICAPPED ACCESS REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2009 IBC BUILDING CODE. PROJECT DESCRIPTION SPRINT PROPOSES TO MODIFY THE EXISTING UNMANNED TELECOMMUNICATIONS FACILITY BY: • INSTALL (3) PROPOSED 2.5 GHz PANEL ANTENNAS (1 PER SECTOR) • INSTALL (3) PROPOSED 2.5 GHz RRH (1 PER SECTOR) • INSTALL (3) PROPOSED FIBER OPTIC JUNCTION CYLINDERS (1 PER SECTOR) • INSTALL (3) PROPOSED POWER JUNCTION CYLINDERS (1 PER SECTOR) • INSTALL (1) PROPOSED RADAR FILTER, V.I.F. • INSTALL (3) PROPOSED HYBRID CABLE USING EXISTING COAX ROUTE (1) PER SECTOR REVISION& AN EXISTING No changes shall be made to the approval of pA cat work without prior Tukwila Building Division. NOT i cvisions will require a new plan submittal an-; may include additional plan review W S: PRINT WIRELESS TELECOMMUNICATION FACILITY NETWORK VISION EQUIPMENT UPGRI 2.5 ghZ upcate OR\D\/ SH 35XC001 5201 SOUTHCENTER BLVD TUKWILA, WA 98188 City of Tukwila KING COUNTY `BUILDING DIVISION LATITUDE: 47.464648 / 47° 27' 52.7328" (GOOGLE EARTH) LONGITUDE: —122.267584 / —122° 16' 3.3024" (GOOGLE EARTH) ROOFTOP SEATTLE MARKET AREA MAP S I G N T U NG r,,,,�,„�. DIRECTIONS APPROVAL OM SEA -TIC AIRPORT. SITE ACQUISITION • SOUTH At TAKE EXIT TOWARDS WA 99 TO Si170TH ST, (407') CONSTRUCTION MANAGER �� O� O IN1f2NATIONAL BLVD / WA-99N (1.1 O&M lit �l •• r•••E�$j2M•e ONTO S'JTHCENTER BLVD (1.0 MILES) A&E MANAGER PLANNING CONoULTANTanniniravhoorutittsoco RF MANAGER RF ENGINEER )� PROPERTY OW TER ' _ ;•; SPRINT REPRESENTA • L�/w4 AAV MANAGER h�• V • MILES) SHEET INDEX SHEET DESCRIPTION T-1 TITLE SHEET N-1 GENERAL NOTES N-2 GENERAL NOTES A-1 SITE PLAN A-2 ENLARGED PLAN A-3 ENLARGED EQUIPMENT PLANS A-4 ANTENNA PLANS & SCHEDULES A-5 EXTERIOR ELEVATIONS A-6 EQUIPMENT DETAILS RF-1 ANTENNA & CABLE COLOR CODING DETAILS E-1 SCHEMATIC ONE -LINE DIAGRAM & POWER PANEL SCHEDULE E-2 SCHEMATIC CONDUIT ROUTING G-1 SCHEMATIC GROUNDING PLAN G-2 GROUNDING RISER DIAGRAM G-3 GROUNDING DETAILS PROJECT SUMMARY APPLICANT: SELECT SITE ACQUISITION, LLC ON BEHALF OF P.O. BOX 1292 MAPLE VALLEY, WA 98038 CONTACT: JUSTIN ABBOTT PHONE: 206-790-4655 PROPERTY INFORMATION: PROPERTY OWNER: ADDRESS: CONTACT: PH: TOWER OWNER: SITE ID: P K PARTNERSHIP 901 WEST MAIN STREET AUBURN, WA 98001 PROPERTY MANAGER 253-804-5640 N/A SE35XC001 ARCHITECT: V _r r> U-lit, PERMIT MIT rEa.fii7-7D FOR: 6iPtlecchaniicai Iirtiectrical eptumbing Las Piping FILE COPY PROJECT DIRECTORY imam Permit No. 12 0 DHD 13424 URE PILL. _ _ and 13424 A is subject to errors �11V ISSAO A . CONTAC : DAVID H DEdocuments does dd . � SITEt e.v,,y,ed(Iny adopted code or orth SPRNI t CO PHONE: 206-4 7-5856 LEASING CONSULT/j:,. Field Copy and conditions is SELECT SITE ACQUISITION, L C P.O. BOX 1292 �+� MAPLE VALLEY, WA 98 : S — 2-7 I 4 CONTACT: PAT HINMAN PHONE; 425-306-2733 CONSTRUCTION MANAGER: SPRINT CORPORATION CONTACT: JIM GOETTSCHE PHONE: 206-387-5657 M PHONE: 208-672-6402 W BUILDING DEPARTMENT: City of Tukwila BUILDING DIVISION CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD, #100 �,. ,r ILA, WA 98188 SAINT REVIEWED FOR PH IE: 206-431-3670 CODE COMPLIA NSEE .TRICAL COMPANY: r IA�/ SEAALE CITY LIGHT 700 5TH AVE, SUITE 3200 SUCKLE, WA 98104 PHO E: 206-584-3000 ZONING CLASSIFICATION: REGIONAL COMMERCIAL CONSTRUCTION TYPE: I5 APPROVED AUG 262014 TEL,0 COMPANY: C LINK virim T AVE SOUTH WA 98134 206-346-9803 City of Tukwila AW MANAGER: 'BUILDING DIVISIONE ADDRESS CONTACT PHONE OCCUPANCY: U JURISDICTION: CITY OF TUKWILA CURRENT USE: UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY NEW USE: PARCEL: LEASE AREA: UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY 1157200140 15'-6" X 18.-0" (400 SO. FT) RF ENGINEER: NAME ADDRESS ADDRESS CONTACT PHONE EMAIL CORRECTION LPi(44)0ZT E Sprint> Select Acquisition, P.O. Box 1292, WA Office 206-790-4655 Site LLC Maple Valley, 98038 PROJECT INFORMATION: THO\DY<E SE35XC001 5201 SOUTHCENTER TUKWILA, KING WA COUNTY BLVD 98188 OX ISSUED 06-18-14 DATE: ISSUED ornissigrayiLDING FOR: PERMIT REVISIONS f Ether t,7e DESCRIPTION INITIALS iAA Iot8 022--226p�-1144 CD PRELIM DHD P`-'OT�+ CD FINAL DHD :CODE DATE REV DHD D '— C CITY RECEIVED OF TUKWILA JUN202014 PERMIT CENTER NOT FOR CONSTRUCTION CONSTRUCTION UNLESS LABELED AS SET 7473 REGISTERED VI STATE OF ARCHITECT H. WASHINGTON N SHEET TITLE: TITLE SHEET SHEET NUMBER: / REVISION: C DHD PROJ. NO. 2014-035 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. pS ri nt> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: THORNDYKE SE35XC001 5201 SOUTHCFNTER BLVD TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-26-14 CD PRELIM DHD B 04-01-14 CD FINAL DHD C D RECEIVED CITY OF TUKWILA JUN 2 0 2014 PERMIT CENTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT VI H. N STATE OF WASHINGTON • HEET TITLE: GENERAL NOTES SHEET NUMBER: Ni_REVISION: B H PROJ. NO. DHD 2014-035 GFRFRAL CONSTRUCTION NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE, THE LATEST EDITION AND ALL OTHER APPLICABLE CODES AND ORDINANCES. 2. CON TRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND SPRINT INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATEST REVISION). THE SPECIFICATION IS THE RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. CONTRACTOR SHALL V:SIT THE JOB S'TE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE NEW WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD COND TIONS. 4. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK. 6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING. AND SHALL RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 8. CONTRACTOR SHALL SUPERVISE ANC DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS. METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATNG ALL PORTIONS OF THE WORK UNDER CONTRACT, UNLESS OTHERWISE NOTED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS. 10. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS & GROUNDS AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 14. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., MUST BE CLEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. 15. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTICN SUCH THAT THEY MATCH AND BLEND IN WITH ADJACENT SURFACES. 16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS. 17. KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT. DEBRIS. AND RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BF REMOVED. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. 18. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS RECOMMENDATIONS. 19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER. 20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY AUTHORITIES. 21. LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE. DARK SHADED LINES AND NOTES REPRESENT THE SCOPE OF WORK FOR THIS PROJECT. CONTRACTOR SHALL VERIFY IF EXISTING CONSTRUCTION IS COMPLETE. CONTRACTOR SHALT NOTIFY ENGINEER OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 22. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REOJIRED FOR THE ELECTRICAL SERVICE UPGRADE. IN ADD'TION, CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILTY AND LOCAL INSPECTION AUTHORITIES. ELECTRICAL NOTES 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP., LIGHT FIXTURES. ETC., THAI ARE PARI OF THE FINAL SYSTEM, SHALL BE VERIFIED BY 1HE CONTRACTOR. PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND 3. ALL WORK SHALL BE PERFORMED ALL CODES ANC LOCAL ORDINANCES OF THE LOCAL POWER & TELEPHONE COMPANIES HAVING JURISDICT'ON AND SHALL INCLUDED BUT NOT BE LIMITED TC: UNDERWRITERS A. UL - UNDE RS LABORATORIES E B. NEC - NATIONAL. ELECTRCAL CODE C. NEMA -- NATIONAL ELECTRICAL MANUFACTURERS ASSOC. D. OSHA -- OCCUPATIONAL SAFETY ANC HEALTH ACT E. IBC -- INTERNATIONAL BUILDING CODE F. NFPA -- NATIONAL FIRE CODES ANDELEVATIONS FOR EXACT LOCATIONS 4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS C N MANAGER' ANY SIZES AND AND LOCATIONS I WITH'CONSTRUCTION OF ALL EQUIPMENT, AND CONFIRM W T WHEN NEEDED. V 5. EXISTING SERVICES: CON TRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITH OUT WRITTEN PERMISSION OF THE GDIT. 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EOUIPMEN'. 7 THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL. 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO REG,NNING ANY WORK. 9. MINIMUM WIRE SIZE SHALL BE #12 AWG. NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. 10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 11. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR 15 EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY SPECIFICATION, SET FORTH BY SPRINT. 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULL OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS OR A PERIOD OF NO' LESS THAN TWO YEARS FROM DATE OF CUSTOMER'S ACCEPTANCE. 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OF THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN WITHIN 48 HOURS. 17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. 18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED. 19. DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO NOTES AND REQUIREMENTS, EXCAVATION, AND BACKFILLING. 20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IEEE. 21. CONTRACTOR SHALL SIIBMIT SHOP DRAWINGS OR MANUFACTURES CATAIOG INFORMATION OF ANY/ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSBILITY AND SHALL_ BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATSFACTON OF THE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE. 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRCAL CONTRACTOR. 24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK -MAKE AND QUICK -BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE. 25. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS "NO -OXIDE A" BY DEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. 26. REACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 - 1990. CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLD CALV'. 27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC, 28. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WITH TYPE THWN INSULATICN, 600 VOLT, COLOR CODED. USE SOLID CONDUCTORS FOR WIRE UP TO ANC INCLUDING NO. 8 AWG. USE STRANDED CONDUCTORS FOR WIRE ABOVE NO. 8 AWG. 29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST -ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOIDFRLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER. 30. SERVICE: 240/120V, SINGLE PHASE, 3 WIRE CONNECTIONS AVALABLE FROM UTILITY COMPANY. OWNER OR OWNERS AGENT WILL APPLY FOR POWER. 31. TELEPHONE SERVICE. CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH MULE TAPE AS INDICATED ON DRAWINGS. 32. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPTH. 33. CONTRACTOR SHALL PLACE 1WO LENGTHS OF WARNING TAPE Al A DEPTH OF 12" BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC" OR "BURIED TELECOM". 34. ALL BOLTS SHALL BE STAINLESS STEEL. ANTENNA & COAX NOTES 1. VERIFY EACH COAXIAL CABLE LENGTH, DIAMETER, ROUTING, COLOR CODING AND ALL APPURTENANCES WITH GDIT. 2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER IS SHOWN LENGTHFOR FABRICATION OR CONSTRUCTION. ON SHEET A-4. THIS CABLE IS TO BE USED 0 ACTUAL ANTENNA CABLE LENGTH(S) MUST BE VERIFIED. COAXIAL CABLE SHALL BE PROVIDED BY GDIT. 3. ALL COAX CABLES SHALL UTILIZE GROUND KITS, GROUNDED AS FOLLOWS: A. NEAR ANTENNA RAD CENTER ELEVATION, B. MIDDLE OF LOWER ;MID-HEIGH OF ANTENNA), IF CABLE RUN IS OVER 200, C. BOTTOM OF TOWER, D. AT MASTER GROUND BAR 3'-0" FROM MMBS-BBU CABINET 4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR. 5. ALL CABLES SHALL BE - AC CORDANCE CODED AS SHOWN ON SHEET RF 1 AND IN CC ORDANCE WITH SPRINT SPECIFICATIONS. 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF-1 AND AS FOLLOWS: A. MAIN UNE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN COLORS. B. FREQUENCY COLOR BANDS SHALL BE 2" WIDE WITH NO SPACE BETWEEN COLORS. C. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE. D. START COLOR BANDS 2" BEYOND WEATHERPROOFING. E. START SELECTOR COLOR NEXT TO END CONNECTORS. 7. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RF ENGINEER. SEE ANTENNA SCHEDULE SHEET A-4. BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GD. 8. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. 9 ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 10. PROVIDE AT LEAST 6" OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. ANTENNA & HYBRID CABLE NOTES 1. VERIFY EACH HYBRID CABLE LENGTH, ROUTING, DIAMETER, COLOR CODING AND ALL APPURTENANCES WITH GDIT. 2. THE HYBRID CABLE AND DIAMETER LENGTH IS SHOWN ON A-4. EXCESS CABLE LENGTHS TO BE DRESSED IN A MANNER APPROVED BY GDIT. CABLES CANNOT BE CUT TO FIT. 3. HYBRID CABLE INTERNAL GROUND WIRE TO BE GROUNDED AT TOP AND BOTTOM PER SAMUSUNG'S (SPRINT) SPECIFICATIONS. 4. EXCESS TOP 15' HYBRID CABLE FIBER JUMPERS TO BE DRESSED IN A MANNER APPROVED BY GDIT, CANNOT BE COILED, MUST BE SECURED TO TOWER MOUNTS.. 5. ALL MAIN CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1 & IN ACCORDANCE WITH SPRINT SPECIFICATIONS. 6 BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF-1. A. MAN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN I" SPACING BETWEEN. B. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE. C. START COLOR BANDS 2" BEFORE MAIN CABLE END. 7. FINAL HYBRID CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RF ENGINEER. SEE HYBRID CABLE SCHEDULE SHEET RF-1, BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GDIT. 8. ALL HYBRID CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' HORIZONTALLY OR 4' VERTICALLY OR THE CABLE MANUFACTURER'S SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE HYBRID CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL SUPPORT. SITE WORK NOTES 1. CO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED. 2. DC NOT SCALE BUILDING DIMENSIONS FROM DRAWING. 3. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND PLACED ON AS -BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. 4. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. 6. CONTRACTOR SHALL CALL LOCAL DIGGER HCT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCTION. 7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. 8. GRADING OF THE S'TE WORK AREA IS TO BE SMOOTH AND CCNTINJOUS IN SLOPE AND IS TO FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS. 9. AL_ TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC.. SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT 1 - AL SAFELY AND HEALTH ADMINISTRATION (OSHA) REOUIREMENTS. Fl)tlllEO F 10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 5% 0 OR STANDARD PROCTOR DRY DENSITY. C D 11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO E ACHI VED Sr IICCIRRMPLIANr WITH APPROVED CLEAN FILL AND COMPACTED TO 95% OF STANDARD " OCTOR DENPPROVED HOULD NOT EXCEED 12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE EQUIPMENT AVAILABLE. EPTH WITH THE 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 11 HORIZONTAAAG 2 6 2014 VERTICAL SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE • DIRECTED BY A GEOTECHNICAL ENGINEER. 14. CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION UCH THAT NO PAPERS, THRASH, WEEDS. BRUSH OR AM' OTHER DEPOSITS WILL REMAIN. ALL ATERIALS ECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF OFF -SITE BY THE GEN TolfO ru - rh H/�y(y'9 v KWI BEn �'� DIVISION 16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CCNTRACTO .. UTILITY COMPANY, TELEPHONE COMPANY, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOC410N. 15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH BE PROTECTED T CTED BY THE GENERAL CONTRACTOR. THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. FOUNDATION, EXCAVATION AND BACKEILL NOTES 1. ALLFINAL GRADED SLOPES SH ALL BE A MA XIMUM HORIZONTAL TO 1 VERTICAL. OF 3 0 Z T SHALL BE 0 F UNDISTURBED SOILS, AR F OF CONCRETE ALLZOP LC 0R PLACEMEN T 2. OR FROZEN SOILS,AND SUBSTANTTIALLYYHORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL WITHOUT THE PRESENCE OF POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REQUIRED. COMPACTION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUTABLE MATERIAL. IF INADEQUATE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. ANY STONE SUB BASE MATERIAL, IF USED, SHALL NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS. AND SO FORTH PRIOR TO BACK FILLING. BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH, LOAM SANDY CLAY, SAND AND GRAVEL. OR SOFT SHALE. FREE FROM CLODS OR LARGE STONES OVER 2 1/2" MAX DIMENSIONS. ALL BACK FILL SHALL BE PLACED IN COMPACTED LAYERS. 5 ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6" THICK LIFTS BEFORE COMPACTION. EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557. 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 FIRS PRIOR TO BACK FILLING. 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER. THE FINAL (FINISH) ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER. FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE ELEVATIONS. PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED. 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC TYPE: TYPAR-3401 AS MANUFACTURED BY "CONSTRUCTION MATERIAL 1-800-239-3841" OR AN APPROVED EQUIVALENT, SHOWN ON PLANS. THE GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER. ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4" DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED. I.E. FOOT TYPE No. 57 FOR FENCED COMPOUND; 'DOT TYPE No. 67 FOR ACCESS DRIVE AREA. 9. IN ALL AREAS TO RECEIVE FILL, REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE. 10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL MATERIAL, SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTURE -CONDITION AND/OR AERATE THE SOILS AND RE -COMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. 11. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION OPERATIONS. REPLACE GRAVEL SURFACING TC MATCH ADJACENT GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED. ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT ANY UNFAVORABLE AMOUNTS OF ORGANIC HATER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE. FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE. 13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED. ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQU PMENT LOADS WILL OPERATE. . 15. DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. 16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. ENVIRONMENTAL NOTES 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION. 2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION & RELEASE OF SITE. 3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT 70 EROSION. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF SITE DRAINAGE. ANY DAMAGE TO ADJACENT PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THE CONTRACTORS EXPENSE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A MINIMUM. ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. 8. SEEDING SAND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS, AND CHECK DAMS. 10. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD, SOUND, DURABLE, UNIFORM IN QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL. ORGANIC MATTER, OIL. ALKALI, OR OTHER DELETERIOUS SUBSTANCES. STRUCTURAL STEEL NOTES WORK SHALL BE IN ACCORDANCE WI TH THE LATEST EDITION OF THE AISC MANUAL OF STEEL 1. OSTEEL 0 A WITH ASTM INDICATED CONSTRUCTION. STEEL SECT IONS SHALL BE IN ACCORDANCE S AS AND C BELOW. W-S HAPES: ASTM A992, 50 KSI ANGLES, BARS CHANNELS: ASTM A36 36 KSI HSS SECTIONS: ASTM 500, 46 KSI PIPE SECTIONS: ASTM A53-E, 35 KSI 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOl DIPPED GALVANIZED. 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL BE TOUCHED UP. 4, NON-STURCUTRAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A 307 BOLTS UNLESS NOTED OTHERWISE.. 5. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. CONCRETE MASONRY NOTES 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90. GRADE N-1, (F'M=1,500 PS). MEDIUM WEIGHT (115 PCF). 2. MORTAR SHALL BE TYPE "S" (MINIMUM 1.800 PSI AT 28 DAYS). 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER. HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW TOP OF THE UPPERMOST UNIT. 7. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS. 8. PROVIDE INSPECTION AND CLEAN -OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS OF 4'-0" OF HEIGHT. 9. ALL GROUT SHALL 8E CONSOLIDATED WITH A MECHANICAL VIBRATOR. 10. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 11. REINFORCING BARS - SEE NOTES UNDER "STRUCTURAL CONCRETE NOTES" FOR REQUIREMENTS. 12. PROVIDE ONE BAR DIAMETER (A MINIMUM OF 1/2") GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS. 13. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET. 14. HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT SPECIFICATIONS AND SECTION 2104.6.1 OF U.B.C. 15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT AS NOTED IN THE DRAWINGS OR SPECIFICATIONS. 16. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL. 17. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTER AND JOINT TYPE. 18. SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST, LJMPS, SHALE, ALKAU OR ORGANIC MATERIAL. 19. BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER. STRUCTURAL CONCRETE NOTES 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301-05, ACI 318-05 AND THE SPECIFICATION FOR CAST -IN -PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH fo'=3,000 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 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "6" 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: #6 AND LARGER 2 IN. #5 AND SMALLER & WWF 1 1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL 3/4 IN. BEAMS AND COLUMNS 1 1/2 IN. 5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WHEN DRII. LING HOLES IN ELEVATED CONCRETE SLABS. 7. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER ICBO & MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. WEATHERPROOFING NOTES STANDARD CONSTRUCTION SPECIFICATIONS R N FOR WIRELESS STIES 3.6WEATHERPROOFINGONNECTORS AND GROUND KITS: A. C A. ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER WEATHERPROOFING AND TAPE. THIS INSTALLATION MUST BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION OR AS SHOWN ON THE CONSTRUCTION DRAWINGS (WHICHEVER IS GREATER). IF NO DIRECTION IS PROVIDED, WEATHERPROOFING MUST BE DONE PER THE FOLLOWING INSTRUCTIONS. 1. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE ENCOMPASSED INTO COLD SHRINK AND COMPLETELY WRAPPED WITH 2 INCH WIDE ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY ) AND EXTENDING PAST THE CONNECTION BY TWO INCHES AS DISCUSSED BELOW; OR 2. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF ELECTRICAL/BUTYL RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW; OR 3. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH TWO LAYERS OF 1.5 INCH WIDE SELF -AMALGAMATING TAPE COVERED WITH TWO LAYERS OF ELECTRICAL TAPE AS DISCUSSED BELOW. B. COLD SHRINK INSTALLATION PROCEDURE: 1. REQUIRED MATERIAL: COLD SHRINK TUBE, SPACERS AS NEEDED, BLACK ELECTRICAL TAPE-2 INCHES WIDE 2. REQUIRED TOOLS: KNIFE AND TAPE MEASURE STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. MARK THE MAIN FEED (LARGER DIAMETER) COAXIAL CABLE AT LEAST TWO INCHES ABOVE THE CONNECTION AS THE SPECIFIED START DIMENSION FOR THE COLD SHRINK. STEP 2: SLIDE THE COLD SHRINK TUBE OVER THE PRE-CONNECTORIZED END OF THE LARGER DIAMETER COAXIAL CABLE PRIOR TO MAT CONNECTOR INTERFACES. MAKE THE CONNECTION. STEP 3: REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL CABLE DIRECTLY BEHIND THE CONNECTOR. REMOVE THE WAX PAPER FROM THE OTHER SPACER HALF AND ALIGN THE TWO SPACER HALVES WITH ADHESIVE PORTIONS FACING EACH OTHER. PRESS THE SPACER HALVES TOGETHER. THE SPACER WILL BE PLACED NEXT TO THE CONNECTOR ON THE SMALLER DIAMETER COAXIAL CABLE SIDE. STEP 4: SLIDE THE COLD SHRINK TUBE OVER THE CONNECTION TO THE SPECIFIED START DIMENSION MARK. HOLD THE COLD SHRINK TUBE AND COAXIAL CABLE IN ONE HAND 50 THAT THE EDGE OF COLD SHRINK TUBE IS IN LINE WITH THE MARK. STEP 5: WITH YOUR FREE HAND, BEGIN REMOVING COLD SHRINK TUBE CORE. THE CORE WILL BE REMOVED BY UNWINDING IN A COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY PULLING THE ATTACHED CORD AWAY FROM THE TUBE. STEP 6: USE BOTH HANDS TO CONTINUE THE UNWINDING PROCESS AS THE COLD SHRINK TUBE BEGINS TO COLLAPSE INTO POSITION. CONTINUE THE UNWINDING PROCESS UNTIL THE CORE IS COMPLETELY REMOVED AND THE COLD SHRINK TUBE IS INSTALLED. STEP 7: EXCESS COLD SHRINK TUBE EXTENDING TWO INCHES BEYOND THE SPACER HALVES CAN BE REMOVED OR LEFT IN PLACE. EXCESS COLD SHRINK TUBE CAN BE CAREFULLY CUT OFF WITH A KNIFE. STEP 8: WRAP OVER THE COLD SHRINK TUBE WITH ONE LAYER OF BLACK ELECTRICAL TAPE 2 INCH WIDTH OVERLAPPING EACH ROW BY 1/2 INCH. THIS TOP LAYER MUST BE WRAPPED USING A SHINGLED EFFECT. 1HE LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THIS TOP LAYER OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE COLD SHRINK TUBE ONTO THE UNDERLYING CABLE. TAPE SHALL BE WRAPPED 50 THAT NO VOIDS OR AIR PACKETS ARE PRESENT. TAPE SHALL BE CUT WITH A SHARP KNIFE. C. BUTYL RUBBER TAPE INSTALLATION PROCEDJRE: 1. REQUIRED MATERIAL: BLACK ELECTRICAL TAPE-2 INCH WIDE AND BUTYL RUBBER TAPE 2 TO 3 INCHES WIDE. 2. REQUIRED TOOLS, KNIFE OR SCISSORS. STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DRT. WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE-2 INCH WIDTH OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH. THESE LAYERS OF TAPE MUST BE WRAPPED TIGHT ENOUGH 50 THAT NO VOIDS OR AIR PACKETS ARE PRESENT AND MUST EXTEND ONE INCH PAST THE CONNECTOR/GROUND KIT ON EACH SIDE. TWO ROWS SHALL BE APPLIED, ONE IN EACH DIRECTION, WITH THE TOP ROW SHINGLED TO PROMOTE WATER RUNOFF. STEP 2: WRAP CONNECTOR/GROUND KIT WITH ONE LAYER OF BUTYL RUBBER TAPE (2 TO 3 INCHES WIDTH) OVER THE BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH. THE BUTYL RUBBER TAPE MUST EXTEND 2 TO 3 INCHES (THE TAPE WIDTH) PAST THE ELECTRICAL TAPE AND COME IN GOOD CONTACT WITH THE UNDERLYING CABLE. ON CONNECTORS. WHEN WEATHERPROOFING FROM THE MAIN LINE TO THE JUMPER, BUILD UP THIS AREA WITH EXTRA BUTYL RUBBER TAPE TO INSURE A SMOOTH TRANSITION FREE OF VOIDS AND AIR PACKETS DOWN TO THE SMALLER DIAMETER CABLE. STEP 3: WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE 2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE LAST TWO LAYERS MUST BE WRAPPED USING A SHINGLED EFFECT. THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE 50 WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE BUTYL RUBBER TAPE ONTO THE UNDERLYING CABLE. ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. D. SELF -AMALGAMATING TAPE INSTALLATION PROCEDURE: 1. REQUIRED MATERIAL: SELF -AMALGAMATING TAPE -1.5 INCHES WIDE AND BLACK ELECTRICAL TAPE - 2 INCHES WIDE. 2. REQUIRED TOOLS: KNIFE OR SCISSORS. STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. STEP 2: START WRAPPING SELF -AMALGAMATING TAPE ON THE CABLE AT LEAST 2 INCHES FROM THE CONNECTOR/GROUND KIT. MAKE SURE TAPE IS STRETCHED TIGHT DURING THIS APPLICATION. STEP 3: WHILE STRETCHING TAPE, MAKE ONE WRAP OF THE TAPE AROUND THE CABLE, MAKING SURE THE TAPE IS WRAPPED ONTO ITSELF. THE TAPE WILL ONLY ADHERE TO ITSELF. STEP 4: CONTINUE WRAPPING THE CABLE AND CONNECTOR/GROUND KIT USING HALF OVERLAP (0.75 INCH WIDE) LAYERS. STEP 5: WRAP OVER AND PAST THE CONNECTOR/GROUND KIT AT LEAST 2 INCHES. STEP 6: TO TERMINATE THE SELF -AMALGAMATING TAPE. WRAP THE TAPE AT LEAST ONE FULL ROUND OVER THE CABLE STRETCHING THE TAPE TIGHT. CUT THE TAPE USING KNIFE OR SCISSORS AND APPLY THE LOOSE END TO THE UNDERLYING SELF -AMALGAMATING TAPE USING THUMB PRESSURE. STEP 7: TWO ROWS OF SELF -AMALGAMATING TAPE SHALL BE APPLIED IN THIS MANNER, IN ALTERNATING DIRECTIONS. THE TOP LAYER SHALL BE WRAPPED 50 THAT THE ENDS ARE IN AN UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED. STEP 8: WRAP OVER SELF -AMALGAMATING TAPE WITH TWO LAYERS OF BLACK ELECTRICAL TAPEE�� INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. T WRAPPED USING A SHINGLED EFFECT. THE LAYERS IN THE UPWARD DIRECTION CREATING A SHINGLED E REPELLED AND NOT ALLOWED TO COLLECT AND PO MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST UNDERLYING CABLE. ALL LAYERS OF TAPE SHALL B PACKETS ARE PRESENT. THE LAST WRAP OF TAPE TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCIS City of Tukwila BUILDING DIVISION Spri nt> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: THORNDYKE SE35XC001 5201 SOUTHCENTER BLVD TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-26-14 CD PRELIM DHD B 04-01-14 CD FINAL DHD G ° RECEIVED OF TUKWILA C CITY JUN 2 0 2014 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT VI H. N STATE OF WASHINGTON SHEET TITLE: GENERAL NOTES SHEET NUMBER: N-2 REVISION: B DHD PROD. N0. 2014-035 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. SOUTHCENTER BLVD APN: 1157200035 APN: 1157200033 53RD AVE S ui W 11II,IIIII1�, APN: M 1157200140 L() GENERAL NOTES THIS IS NOT A ALL PROPERTY : OUNDARIES, ORIENTATION F TRUE NORTH AND STREET HALF -WIDTHS HAVE BEEN OB • INED FROM A. IAX- PARCEL MAP AND OR SATELLITE IMAGES AND ARE APPROXIMATE. - - - - 22"x34" SCALE: 1" = 30.-O" 11"x17" SCALE: 1" = 60'-0" 3 1 30 REVIEWED FOR C ' DE COMPLIANCE APPROVED UG 2 6 2014 Ci of Tukwila BUILD! G DIVISION OVERALL SITE PLANT 1 pS ri nt> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: THORNDYKE SE35XC001 5201 SOUTHCENTER BLVD TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-26-14 CD PRELIM DHD B 04-01-14 CD FINAL DHD C D RECEIVED CITY OF TUKWILA JUN 2 0 2014 PERMIT CENTER NOT FOR CCNSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT VI H. N STATE OF WASHINGTON SHEET TITLE: OVERALL SITE SHEET NUMBER: A-1 REVISION: B DHD PROD. NO. 2014-035 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. EXISTING SPRINT GROUND BASED EQUIPMENT AREA TO REMAIN EXISTING SPRINT CABLE TRAY TO REMAIN - PREPARE FOR NEW HYBRID CABLE AS REQUIRED EXISTING BUILDING ROOFTOP 411111Z iIIIIIIIIIIIIIIIIIIIIII III►,. SPRINT ANTENNAS - SEE ENLARGED FLANS & LEVATIONS EXISTING EXTERIOR EDGE OF BUILDING / GENERAL NOTES THIS IS NOT A SITE SURVF'L ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF -WIDTHS HAVE BEEN OBTAINED FROM A IAX PARCEL MAP AND OR SATELLITE IMAGES AND ARE APPROXIMATE. 22"x34" SCALE 1/6" = 1'-0" MMMM MMMM 11"x17" SCALE 1/16" = 1'-O" B' 6' 4' 2' 0 B' REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 6 2014 City of Tukwila BUILDING DIVISION ENLARGED SITE / COMPOUND PLAN I 1 Sprint> NI/. Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: THORNDYKE SE35XC001 52C1 SOUTHCENTER BLVD TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-26-14 CD PRELIM DHD B 04-01-14 CD FINAL DHD C D RECEIVED CITY OF TUKWILA JUN 2 0 2014 PERMIT CENTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT •VI H. N STATE OF WASHINGTON SHEET TITLE: ENLARGED SITE SHEET NUMBER: A-2 REVISION: B DHD PROD. N0. 2014-035 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. (E)11'-0"X20'-0" SPRINT EQUIP. ELEVATED ROOFTOP PLATFORM WITH STAIRS AND RAILING (TYP.) (E) SPRINT 200A PPC AND TELCO CABINET (E) ±12" WIDE COAX SHROUD TO GAMMA SECTOR ANTENNAS X31.1H3H X31jH --X3-I jH (E) SPRINT (3) HYBRID, ROUTED AT (E) CABLE TRAY (1 PER SECTOR). SPRINT COAX ROUTE TO ALPHA AND BETA SECTORS TO FOLOW (E) ROUTING (E) SPRINT GPS ANTENNA PIPE MOUNTED TO COAX RACK POST (E) COAX RACK AT BACK OF RE CABINET PROPOSED SPRINT HYBRIFLEX CABLE TO NEW 2.5GHz ANTENNAS PROPOSED SPRINT HYBRIFLEX CABLE TO NEW 2.5GHz ANTENNAS 22"x34" SCALE: 1/4" = 1'-0" 11"x17" SCALE 1/8" = 1'-0" 4' 3' 2' 1' 0" 4 (E)11'-0"X20'-0" SPRINT EQUIP. ELEVATED ROOFTOP PLATFORM WITH STAIRS AND RAILING (TYP.) (E) SPRINT 200A PPC AND TELCO CABINET EXISTING EQUPMENT PLAN I 1 22"x34" SCALE: 1/4" = 1'-0" 11"x17" SCALE: 1/8" = 1'-0" 4' 3' 2' 1' 0" 4' ALL EXISTING SPRINT GROUND BASED EQUIPMENT TO REMAIN — NO ADDITION SPRINT EQUIPMENT INSTALLED AT THIS TIME PROPOSED TEMP. EQUIPMENT PLAN 12 (E) ±12" WIDE COAX SHROUD TO GAMMA SECTOR ANTENNAS X31JH--_X313H X313H-_X313H X31JH (P) SPRINT MMBS & BBU CABINETS (E) SPRINT (3) HYBRID, ROUTED AT (E) CABLE TRAY (1 PER SECTOR). SPRINT COAX ROUTE TO ALPHA AND BETA SECTORS TO FOLOW (E) ROUTING (E) SPRINT GPS ANTENNA PIPE MOUNTED TO COAX RACK POST (E) COAX RACK AT BACK OF RF CABINET X NOTE: STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW CABINETS/TEMPORARY PLATFORMS. STRUCTURAL ANALYSIS PROVIDED ON BEHALF OF SPRINT EXISTING ITEMS TO BE REMOVED CDMA ANTENNA 0 CDMA CABINET 0 BBU CABINET 0 MICROWAVE CABINET 0 COAX CABLE 0 22"x34" SCALE 1/4" = 1'-0" 11 "x17" SCALE 1/8" = 1'-0" 4' 3 2' 1 0 4 PROPOSED EQUIPMENT PLAN 13 EVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 6 2014 City of Tukwila BUILDING DIVISION NOTES / REMOVED ITEMS 14 Spri nt Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: THORNDYKE SE35XC001 5201 SOUTHCENTER BLVD TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-26—'4 CD PRELIM DHD B 04-01—'4 CD FINAL DHD C D RECEIVED CITY OF TUKWILA 2 0 2014 JUN PERMIT CENTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT •VI H. STATE OF WASHINGTON N SHEET TITLE: ENLARGED EQUIPMENT PLANS SHEET NUMBER: A-3 REVISION: B DHD PROD. NO. 2014-035 THE INFORMATION CONTAINED IN THIS SET or CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. EXISTING PIPE MOUNT - PREPARE FOR NEW ANTENNAS E(E) SECTOR "G" (270AZIMUTH) EXISTING SPRINT 1900MHZ QUAD ANTENNA W/ 1900HMZ RRU (1 PER SECTOR - TOTAL OF 3) (E) ANTENNA NON -PENETRATING FRAME TO REMAIN EXISTING CABLE TRAY ON ROOF - PREPARE FOR NEW HYBRID LINES EXISTING PIPE MOUNT - PREPARE FOR NEW ANTENNAS EXISTING SPRINT 1900MHZ QUAD ANTENNA W/ 1900HMZ RRU (1 PER SECTOR - TOTAL OF 3) EXISTING PIPE MOUNT - PREPARE FOR NEW ANTENNAS EXISTING SPRINT 1900MHZ QUAD ANTENNA W/ 1900HMZ RRU (1 PER SECTOR - TOTAL OF 3) ill) SECTOR "G" (270 AZIMUTH) (P) SPRINT 2.5GHz PANEL ANTENNA MOUNTD ON (E) 3Y2 0.D. PIPE - 1 PER SECTOR, TOTAL OF 3 (P) SPRINT 2.5GHz RRH MOUNTED ON (E) 3)/2" 0.D. PIPE. PROVIDE PIPE ADAPTER �� KNECESSARY gqiI 1 IT PERTO SECTOR,SUITIF TOTAL OF 3- 1111P JP) Se A2/MOrH%� 22x34" SCALE: 3/16 = 1'-0" 11"x17" SCALE: 3/8 = 1'-0" 8 <(Pi SECTOR "G" (270' AZIMUTH) E(E) SECTOR "G" (270' AZIMUTH) 4 EXISTING ANTENNA PLAN 22x34" SCALE: 3/16 = 1'-0 11"x17" SCALE: 3/8 = 1'-0" 8' 4 PROPOSED TEMP. ANTENNA PLAN (P) SPRINT 2.5GHz PANEL ANTENNA MOUNTD ON (E) 31 ' 0.D. PIPE - 1 PER SECTOR, TOTAL OF 3 (P) SPRINT 2.5GHz RRH MOUNTED ON (E) 3)2" 0.D. PIPE. PROVIDE PIPE ADAPTER KIT TO SUIT IF NECESSARY - 1 PER SECTOR, TOTAL OF 3 S �>>oE�TOR A2 MOTy) / 411111111r°Von Cj R SU; STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW CABINETS/TEMPORARY PLATFORM. STRUCTURAL ANALYSIS PROVIDED 8Y GENERAL DYNAMICS. NOTE: EXISTING ANTENNAS ARE CDMA UNLESS NOTED OTHERWISE. NEW SPRINT ANTENNAS INCLUDE RESPECTIVE RRU'S WHICH SHALL BE MOUNTED ON THE PIPE BEHIND THE ANTENNA SIMILAR TO THAT SHOWN ON DETAIL 1, SHEET A-6. FIELD VERIFY EXISTING AZIMUTH BEFORE RELOCATING THE ANTENNA, IF REQUIRED. PRIOR APPROVAL FROM SPRINT TO BE GRANTED BEFORE RELOCATION OF ANTENNAS. NOTES' ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE NORTH HEADING. CONTRACTOR SHALL VERIFY NEW ANTENNA RAD CENTER AND ORIENTATIONS WITH SPRINT PCS PRIOR TO INSTALLATION OF ANTENNAS. PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS, EXISTING TOWER AND TOWER FOUNDATION MUST BE ANALYZED BY A LICENSED STRUCTURAL. ENGINEER TO VERIFY TOWER IS CAPABLE OF SUPPORTING THE NEW LOADS. REFER TO STRUCTURAL ANALYSIS BY OTHERS. CONTRACTOR SHALL REFER TO TOWER STRUCTURAL CALCULATIONS FOR ADDITIONAL LOADS. NO ERECTION OF MODIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER. 2.5 GHz EQUIPMENT ONLY RRU / HYBRID CABLE SCHEDULE SECTOR RRH MODEL RRH FREQUENCY HYBRID CABLE LENGTH HYBRID CABLE DIAMETER JUMPER SIZE JUMPER LENGTH RET LENGTH RET CABLE MANUFACTURER RET CABLE MODEL NUMBER ALPHA 2.5GHz RRH (1)2.5GHz 100' 1" 1/2" 6' 9.8' COMMSCOPE iRET AISGv2.0 BETA 2.5GHz RRH (1)2.5GHz 60' 1" 1/2" 6' 9.8' COMMSCOPE iRET AISGv2.0 GAMMA 2.5GHz RRH (1)2.5GHz 60' 1" 1/2" 6' 9.8' COMMSCOPE iRET AISGv2.0 ANTENNA SCHEDULE SECTOR ANTENNA FREQUENCY ANTENNA MFR. ANTENNA MODEL ANTENNA QUANTITY AZIMUTH RAD CENTER L itI t 7� ALPHA 2.5 GHz KMW ET-X-WM-18-65-8P 1 (PER SECTOR) 110' 335'-0" 69.7R VIE Di BETA 2.5 GHz KMW ET- X-WM-18-65-BP 1 (PER SECTOR) 270' t35'-0"� OC,�I GAMMA 2.5 GHz KMW ET-X-WM-18-65-8P 1 (PER SECTOR) 1' f35.-0" 22"x34" SCALE: 3/16" = 1'-0" 1 11"x17" SCALE: 3/8 = 1'-0" 8' 4' 0" 8' PROPOSED ANTENNA PLAN 13 FOR IANCE AUG 262014 City of Tukwila BUILDING DIVISION NOTES / ANTENNA SCHEDULE 14 Spri nt:),,.Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: THORNDYKE SE35XC001 5201 SOUTHCENTER BLVD TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-26-14 CD PRELIM DHD B 04-01-14 CD FINAL DHD C D C CITY RECEIVED OF TUKWILA JUN 2 0 2014 PERMIT CENTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT VI H. N STATE OF WASHINGTON SHEET TITLE: ANTENNA PLANS SCHEDULES SHEET NUMBER: A-4 REVISION: B DHD PROD. N0. 2014-035 HE INFORMATION CONTAINED IN THIS SET or CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. (P) SPRINT 2.5GHz PANEL ANTENNA MOUNTED ON (E) 3Y2"0 O.D. PIPE - 1 PER SECTOR, TOTAL OF 3 (P) SPRINT 2.5GHz RRH MOUNTED ON (E) 3Y2" 0.D. PIPE. PROVIDE PIPE ADAPTER KIT TO SUIT IF NECESSARY - 1 PER SECTOR, TOTAL OF 3 EXISTING SPRINT 1900MHZ QUAD ANTENNA W/ 1900HMZ RRU (1 PER SECTOR, TYPICAL OF 3) 11 1 I I 1 1 1 1 1 1 1 1 1, 1 1 1 1 I 1 I 1 I 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 I 1 I 1 1 I I 1 11 1 I 1 1 1 1 1 1 1 11 I 1 I 1 1 1 I I I I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I 1 I I I I I 1 I 1 I 1 I 1 1 1 I I 1 1 1 1 1 I 1 I I 1 1 EXISTING SPRINT EQUIPMENT PLATFORM ON ROOFTOP EXISTING BUILDING I 1 I 1 II 1 I I 1 1 1 1 1 1 1 1 I 1 11 1 I 1 1 1 1 1 11 1 1 1 1 1 1 1 1 ' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I /// / 1 1 1 1 1 1 1 I1 f11111 1111I 1 1 1 1 1 I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 I J I 1 1 I 1 1 1 I I I 1 1 1 I 1 1 1 1 1 I J I I I I 1 I 4412.12 J 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I (E) ROOF TOP $ ELEV. i47-0' (E) SPRINT ANTENNA RAD CENTER ELEV. 8AS-0- (E) TOP OF PARAPET di ELEV. 4!'-1O" (E) ROOF DECK EXISTING BUILDING 1 1 I WEST ELEVATION 22"x34" SCALE: 3/32" = 1'-0" 11"x17" SCALE: 3/64" = 1'-0" 8 4 0 8' ELEV. 214-2. WEST EXTERIOR ELEVATION 12 /1111111 I111 1 I 1 1 1 1 1 11 I 1 1 I 11 1 1 I 1 1 1 1 1 1 1 1 1 I 1 I I 1\1 1 I 1 1 11 1 1 I 1 1 1 1 1 1 1 1 1 1 1 111111111 1 1 1 1 1 1 1 1 1 I I I I I I 1 1 I 1 (P) SPRINT 2.5GHz PANEL ANTENNA MOUNTD ON (P) 3Y2"0 0.D. PIPE - 1 PER SECTOR, TOTAL OF 3 (P) SPRINT 2.5GH7 RRH MOUNTED ON (E) 3Y2" 0.D. PIPE. PROVIDE PIPE ADAPTER KIT TO SUIT IF NECESSARY - 1 PER SECTOR, TOTAL OF 3 EXISTING SPRINT 1900MHZ QUAD ANTENNA W/ 1900HMZ RRU (1 PER SECTOR, TYPICAL OF 3) rEXISTING BUILDING \ �\ �\ \ �\ �\ \ \ �\ ��\ \ EAST ELEVATION (E) ROOF TOP 22"x34" SCALE: 1/8" = 1'-0" 11"x17" SCALE: 1/16" = 1'-0" 8' 6' 4' 2' 0" 8 ELEV. t4T-0" (E) SPRINT ANTENNA RAD CENTER ELEV. *95-0" (E) TOP OF PARAPET d ELEV. 2.11'"10" Y (E) ROOF DECK ELEV. T8.? REVIEWED FOR CODE COMPLIANCE APPROVED QTE: AUG 2 6 2014 -AX JUMPER LENGTH = 10' City of Tukwila BUILDING DIVISION EAST EXTERIOR ELEVATION 14 pS rint> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: THORNDYKE SE35XC001 5201 SOUTHCENTER BLVD TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-26-14 CD PRELIM DHD B 04-01-14 CD FINAL DHD C D RECEIVED CITY OF TUKWILA JUN 2 0 2014 PERMIT CENTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT VI H. STATE OF WASHINGTON N SHEET TITLE: EXTERIOR ELEVATIONS SHEET NUMBER: A-5B REVISION: DHD PROD. NO. 2014-035 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. MANUFACTURER: KMW MODEL: ET- X-WM-18-65-8P WEIGHT: 41.7 LBS DIMENSIONS: 69.7" X 12" X 4.3" FREQUENCY. REFER TO RF DATA SHEET (E) OR (P) PIPE MOUNT SPECIFICATIONS ARE SUBJECT TO CHANGE W/ OUT NOTICE f ' r•'1 1 O U a N RF CONNECTOR [�:°� (TYP) BOTTOM ANTENNA INFORMATION PULLED FROM PRELIMINARY PRODUCT DATA SHEET --11--- FRONTS 22" 34" SCALE: NOT TO SCALE EQUPMENT DETAIL 11"z17" SCALE: NOT TO SCALE I 1 %4SCALE: NOT SCALE NOT TO SCALE EQUPMENT DETAIL 11"x17"2SCALE 12 SCALE: NOT TO SCALE 11"x37"4" SCALE: NOT TO SCALE ANTENNA MOUNT 13 _ SCALE: NOT TO SCALE ;z x37" SCALE: NOT TO SCALE ANTENNA DETAIL 14 PROPOSED SAMSUNG RRH EXISTING OR MOUNTED BEHIND PROPOSED Ski"m NEW ANTENNA PIPE MOUNT PROPOSED SAMSUNG RRH MOUNTED BEHIND NEW ANTENNA Or' I �' 2.5GHz RRU W/ FINGER GUARD MANUFACTURER: SAMSUNG OOO {' 000� 9 1/2 MODEL XXXXXXXXXX WEIGHT: 59.5 LBS (27kg) DIMENSIONS 15.5" X 18.6" X 9.45" PORTS: SRF OUTPUT - MINI DIN SPECIFICATIONS ARE SUBJECT TO CHANGE W/ OUT NOTICE U U U 0 O O O o 0 0 0 0 O O O 000000000000000000 000000000000000000 U U U U U C.)0-0-0-0-0 O O O O O O 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O 0 0 0 0 0 O O O O O O O O O 000000000 1'-3 1/2" O O O O O O O O O O O O O O O O O 0 000000000 O O O O 0 0 0 O O o° °°° / RF CALIBRA'ION O O O O O O 0 O O O O O O O O,�O O O O O O O O O O O O O O O O 0 O O O O O O O O O O,�O,�O O O O O 0 O O O O 0000 O O o O O 0 0 O O 00_0 Illhillllllllllllllhlll 111111 nnni.1111i III � PROPOSED SAMSUNG MOUNTING BRACKET & HARDWARE ��`IIIIIIIIIIIIIIIIIIIII'IIID F• �� ;m�� JI 8^e�eoo°o^o= °^°�°g° 9 "9°k DRT2T imem-- PROPOSED ANTENNA - SEE DETAIL FOR INFORMATION PORT N-TYPE \ EXISTING OR K•�',to PROPOSED 3"0 °Bo°#=9°e^o ooao°° `0 IIi.1I 8 RF OUTPUT PORTS - MINI DIN O O O O O O O 0 0 1 ,o PIPE MOUNT EOM iuu oboWG ANTENNA MOUNT PER t 1, 00000000000000000000000000� — PROPOSED ANTENNA PROPOSED - SEE DETAIL FOR SAMSUNG RRH ADDITIONAL MOUNTED BEHIND INFORMATION NEW ANTENNA ° °O 1 PROPOSED SAMSUNG MOUNTING BRACKET & a HARDWARE — q Y. / MANUFACTURER 00 O O 000 000000000000000000 000000000000000000 ❑ I 00000p000000000000 0 O 0 000000000000000000 0°0°o°O,o°O°O°O�o° ., EXISTING OR PROPOSED 314"fl PIPE MOUNT _q� BOTTOM REAR SIDE ❑ /\\/) Q Q B e Q Q Q O O O Q `FBER MPO DC POWER \ CONNECTOR CONNECTOR i 11"z17" SCALE: NOT TO SCALE 7" SCALE: NOT TO SCALE 2.5GHZ 1"z1 RRU MECHANICAL SPECIFICATIONS 16 SCALE: NOT TO SCALE 22"x17" SCALE: NOT TO SCALE RRU POLE INSTALLATION DETAIL 18 1' D 1'-D" SPRINT 8T8R 2.5C RADAR FILTER DIMENSIONS: 12"x8"x3" WEIGHT: 22 LBS MAX INPUT POWER: 30W AVERAGE 300W PEAK / • • • • • • • ININ ` DOOR / OUTDOOR USE 8 CHANNEL BANDPASS FILTER i. II Q Q' 0 0 Q'0 II. '" V RADAR FILTER 11111111111111g RADAR FILTER BRACKET I -I BRACKET REVIEWED FOR CODE COMPLIANCE APPROVED ^h1/�� 2 6 //�2014 : • City of Tukwila BUILDING DIVISION 1 1 ��-��-��-�� PIPEAUG AROUND LSii EXISTING OR IIIW_I PROPOSED PIPE 22"z34" SCALE: NOT TO SCALE 2.5G RADAR FILTER. EQUPMENT DETAIL 11"x17" SCALE: NOT TO SCALE 110 1122"x17" SCALE: NOT TO SCALE SCALE: NOT TO SCALE NOT USED 112 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. pS rint> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: THORNDYKE SE35XC001 5201 SOUTHCENTER BLVD TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-26-14 CD PRELIM DHD B 04-01-14 CD FINAL DHD D C CITY RECEIVED OF TUKWILA JUN 2 0 2014 PERMIT CENTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED VI STATE OF ARCHITECT H. N WASHINGTON SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: A-6 REVISION: B DHD PROD. N0. 2014-035 TYPICAL HYBRID CABLE COLOR CODE SECTOR FIRST RING SECOND RING THIRD RING A GREEN NO TAPE NO TAPE B GREEN GREEN N0 TAPE G GREEN GREEN GREEN FREQUENCY COLOR CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE FREQUENCY COLOR CODE FIRST RING SECOND RING 2.5 GHz YELLOW RED TYPICAL JUMPER CABLE COLOR CODE FREQUENCY ANTENNA PORT RRU PORT CABLE COLOR 2.5 GHz PCS1 -45' ANT 0 BLUE PCS1 +45' ANT 1 WHITE PCS2 -45' ANT 2 GREEN PCS2 +45' ANT 3 BROWN RET RET RED SUPPLIER SAMSUNG MODEL NUMBER TYPE LENGTH RADIUS WEIGHT/LI (FT) INCHES (LBS) TYPE 1 30.-135' 1.35 1 #8 AWG TYPE 2 136'-225' 1.5 1.5 #6 AWG TYPE 3 226'-390' 1.75 BUT LESS THAN 2" 2.0 (%4 AWG TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 TYPE 7 TOTAL LENGTH -114'-9.95" ^-180'- 5.35" ^213'-3.05" ^262'-5.60" -328 1" -420.-0" -550.-0" HYBRID POWER CABLE CONFIGURATION AWG 10 1 PAIR, AWG 12 3 PAIR AWG 8 1 PAIR, AWG 10 3 PAIR AWG 6 1 PAIR, AWG 8 1 PAIR, AWG 10 2 PAIR AWG 6 1 PAIR, AWG 8 3 PAIR AWG 4 1 PAIR, AWG 6 1 PAIR, AWG 8 2 PAIR AWG 4 1 PAIR. AWG 6 3 PAIR AWG 2 1 PAIR, AWG 4 3 PAIR CABLE DIAMETER 0.98" 1.06" 1.18" 1.1871.25" 1.25" 1.56" 1.69" BENDING RADIUS 11.81" 12.99" 15.35" 17.71" 17.71" 18.00730.00" 21.00"/35.00" OPTIC CABLE LC/PC-to-LC/PC, SINGLE MODE DU CABINET (POWER CABLE TERMINAL MAX SIZE AWG 4) 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE RRU POWER CABLE SPEC AWG 8, 0 57"-0.60" AWG 10, 0.45'-0.48" 8 AWG CABLES 4 PAIRS NON USE POWER AND OPTIC CABLE PROTECTION 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLEAND WITH PE PIPE 2 PAIR POWER OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE AND WITH PE PIPE 2 PAIR POWER OPTIC CABLE WITH PE PIPE 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE COLOR CODING I 1 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE HYBRID CABLE TYPES 14 (4) PAIR COPPER TO RRU (6) FIBER CABLES _ J 1 3/4" TAPE 7/8" SPACE FIRST RING BETWEEN HYBRID COLOR CODE _ RINGS MOM WEE HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) (4) PAIR COPPER TO CABINET (6) FIBER CABLES HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) • 1 3/4" TAPE SECOND RING (IF APPLICABLE PER SECTOR) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 7/8" SPACE BETWEEN RINGS 1 3/4" TAPE THIRD RING (IF APPLICABLE PER SECTOR) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 1 3/4" TAPE 1 3/4" TAPE 1 3/4" TAPE 7/8" SPACE SECOND RING 7/8" SPACE THIRD RING FIRST RING BETWEEN (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER HYBRID COLOR CODE _ RINGS SECTOR) RINGS SECTOR) HYBRID COLOR CODE HYBRID COLOR CODE TAPE (SEE TABLE TAPE (SEE TABLE FOR DETAILS) FOR DETAILS) NOTE: 1. ALL CABLES SHALL BE MARKED AT THE TOP AND BOTTOM WITH 2" COLORED TAPE OR STENCIL TAG. COLOR TAPE SHALL BE OBTAINED FROM GRAYBAR ELECTRIC. 2. THE FIRS" RING SHALL E CLOSEST TO THE END OF THE CABLE AND SPACED APPROXIMATELY 2" FROM AN END CONNECTOR, WEATHERPROOFING. OR BREAK-OUT CYLINDER, WITH 1" SPACE BETWEEN EACH RING. THE HYBRID CABLE COLOR SHALL BE APPLIED IN ACCORDANCE WITH THE "TYPICAL HYBRID CABLE COLOR CODE" TABLE ABOVE FOR THE RESPECTIVE SECTOR. 4. ND'VIDUAL POWER PAIRS AND FIBER CABLES SHALL BE LABELED WITH BOTH THE HYBRID CABLE COLOR FOR THE RESPECTIVE SECTOR AND A FREQUENCY COLOR CODE IN ACCORDANCE WITH THE "FREQUENCY COLOR CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE" TABLE ABOVE. 5. A 2" GAP SHALL SEPARATE THE HYBRID CABLE COLOR CODE FROM THE FREQUENCY COLOR CODE. 6. THE 2" COLOR RINGS FOR THE FREQUENCY CODE SHALL BE PLACED NEXT TO EACH OTHER WITH NO SPACES. 7. THE 2" COLORED TAPE(S) SHALL EACH BE WRAPPED A MINIMUM OF 3 TIMES AROUND THE HYBRID CABLE OR INDIVIDUAL CABLES, AND THE TAPE SHALL BE KEPT IN THE SAME LOCATION AS MUCH AS POSSIBLE. 8. COLOR BAND ON JUMPERS SHALL BE 2" WIDE W'TH A 2" SPACE. 1 3/4" SPACE BETWEEN HYBRID CABLE COLOR CODE AND FREQUENCY COLOR CODE 1 3/4" SPACE BETWEEN HYBRID CABLE COLOR CODE AND FREQUENCY COLOR CODE 1 3/4" TAPE FIRST RING FREOUENCY COLOR CODE NO SPACE BETWEEN J CABLE 1 3/4" TAPE FIRST RING FREQUENCY COLOR CODE NO SPACE BETWEEN J CABLE 1 3/4" TAPE SECOND RING FREQUENCY COLOR CODE FREQUENCY COLOR CODE (SEE TABLE FOR DETAILS) 1 3/4" TAPE SECOND RING FREQUENCY COLOR CODE FREQUENCY COLOR CODE (SEE TABLE FOR DETAILS) HYBRID CABLE CONNECTION AT CABINET 1 3/4" SPACE FROM END OF BREAK-OUT CYLINDER 1 3/4" TAPE RING HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 1 3/4" SPACE FROM END OF BREAK-OUT CYLINDER FIRST RING 1 3/4" TAPE RING 1 3/4" TAPE RING 7/8" SPACE SECOND RING 7/8" SPACE THIRD RING BETWEEN (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER RINGS SECTOR) RINGS SECTOR) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 1 3/4" TAPE RING FIRST RING HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 2 FROM RRU WRAP TAPE AROUND J HYBRID CABLE CABLE. THREE TIMES, TO CABINET MIN. (TYP) 1 3/4" TAPE RING 1 3/4" TAPE RING 7/8" SPACE SECOND RING 7/8" SPACE THIRD RING BETWEEN (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER RINGS SECTOR) RINGS SECTOR) HYBRID COLOR CODE J TAPE (SEE TABLE FOR DETAILS) 1 3/4" TAPE SECOND RING FREOUENCY COLOR CODE WRAP TAPE AROUND CABLE. THREE TIMES, MIN. (TYP) 1 3/4" TAPE 1 3/4" SPACE FIRST RING BETWEEN CABLE CODE FREQUENCY COLOR AND FREQUENCY CODE COLOR CODE , 7/8" SPACE 1 3/4" TAPE THIRD RING CABLE # 1 3/4" SPACE BETWEEN CABLE CODE AND FREQUENCY COLOR CODE 1 3/4" 'APE FIRST RING FREQUENCY COLOR CODE HYBRID CABLE TO RRU 1 3/4" TAPE Q/�g;�/@ THIRD R GABLE' M DINED FOR C IiIANCE 1 3/4"JAPE SECOND/ RING FREOUENC COLOR CO= APPROVED ,AUG 2 6 2014 1 RRU & END LJ OF JUMPER JUMPER CABLE CONNECTION AT RRU AND ANTENNA 22"%34" SCALE: NOT TO SCALE 11"%17" SCALE: NOT TO SCALE FROM ANTENNA City of Tukwila BUILDING DIVISION HYBRID CABLE COLOR DETAIL 112 Sprint>:),..Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: THORNDYKE SE35XC001 5201 SOUTHCENTER BLVD TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-26-14 CD PRELIM DHD B 04-01-14 CD FINAL DHD D RECEIVED CITY OF TUKWILA JUN 2 0 2014 PERMIT CENTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT VI H. STATE OF WASHINGTON N SHEET TITLE: ANTENNA AND CABLE DETAILS SHEET NUMBER: RF-1 REVISION: B DHD PROD. NO. 2014-035 THE INFORMATION CONTAINED IN THIS SET or CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. Ft FCTRICAI NOTES 1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL LOCAL AND STATE CODE, LAWS. AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. 2. CONTRACTOR SHALL COORDINATE WITH LOCAL POWER COMPANY FOR REQUIREMENTS OF POWER SERVICE LINE TO THE METER BASE. WHEN REQUIRED. POWER SERVICE REQUIREMENT IS COMMERCIAL. AC NOMINAL 120/208 VOLT OR 120/240 VOLT, SINGLE PHASE WITH 200 AMP RATING. 3. CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE COMPANY FOR SERVICE LINE REQUIREMENTS TO TERM'NATE AT THE PPC CABINET. 4. CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER BASE AND 200A DISCONNECT SWITCH PER SITE PLAN DETAIL DRAWINGS AND PER LOCAL UTILITY COMPANIES SPECIFICATION, WHEN REQUIRED. THE METER BASE SHOULD BE LOCATED IN A MANNER WHERE ACCESSIBLE BY THE LOCAL POWER COMPANY. 5. LOCAL POWER COMPANY SHALL PROVIDE 200 AMP ELECTRIC METER. CONTRACTOR SHALL COORDINATE INSTALLATION OF METER WITH LOCAL POWER COMPANY. 6. UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT EXPOSED ABOVE GROUND SHALL BE GALVANIZED RIGID STEEL TUBING UNLESS OTHERWISE INDICATED. 7. ALL TELCO CONDUIT LINES SHALL BE 4" SCH. 40 PVC CONDUIT UNLESS OTHERWISE INDICATED. THE TELCO CONDUIT FROM THE PPC SHALL BE ROUTED AND TERMINATED AT DESIGNATED TELCO DEMARCATION OR 2-FEET OUTSIDE FENCED AREA, NEAR UTILITY POLE (IN FENCED AREA), OR END CAP OFF AND PROVIDE MARKER STAKE PAINTED BRIGHT ORANGE WITH DESIGNATION FOR TELCO SERVICE. 8. CONDUITS INSTALLED AT PCS EQUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL BE STUBBED AND CAPPED AT 6" ABOVE GRADE OR PLATFORM. IF SERVICE LINES CAN'T BE INSTALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS. 9. THE SPRINT CABINET, INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL, SHALL BE PROVIDED BY OWNER AND INSTALLED BY THE CCNTRACTOR. CONTRACTOR IS TO INSTALL BREAKER(S) NOT PROVIDED BY MANUFACTURER. SEE PANEL SCHEDULE ON THIS SHEET FOR BREAKER REQUIREMENTS. 10. LOCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE PROVIDED BY GENERAL CONTRACTOR. 11. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS. THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. 12. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH -IN. 13. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS. 14. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. fl FCTRICAI NOTES (CON'T) 16. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE 346-10. NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER. 17. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING BUSHINGS. 18. ALL WIRE SHALL BE "TYPE THWN, SOLID. ANNEALED COPPER UP TO SIZE 1/16 AWG (18 AND LARGER SHALL BE CONCENTRIC STRANDED) 75 DEGREE C, (167 DEGREES F), 98' CONDUCTIVITY. MINIMUM #12. 19. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES. J-BOXES, EQUIPMENT BOXES AND CABINETS WITH APPROVED PLASTIC TAGS. ACTION CRAFT', BRADY, OR APPROVED EQUAL. 20. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. 21. CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION TO CONFLICTS. VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED. 22. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. 23. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES. PULLBOXES, AND ALL DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. 24. THE CONTRACTOR SHALL PREPARE AS -BUILT DRAWINGS. DOCUMENT ANY AND ALL WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION. 25. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM (NO EXCEPTIONS.) PROVIDE SAMPLE FOR CONSTRUCTION MANAGER'S APPROVAL. 26. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH (ADA) AMERICANS WITH DISABILITIES ACT AS ADOPTED BY THE APPLICABLE STATE. 27. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH BU''LDING. DO NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS APPROVAL. SLEEVES ANO/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FILL FOR FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. 28. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE FIELD VERIFIED WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN Of CONDUIT AND WIRE. ALL EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON THE EQUIPMENT (THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE INFORMA110N AT THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM DESIGN AS SHOWN ON THESE DRAWINGS). 29. LOCATION OF ALL OUTLET, BOXES, ETC., AND THE TYPE OF CONNECTION (PLUG OR DIRECT) SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN. EXISTING: SITE NUMBER: TBD MODEL NUMBER: TBD VOLTAGE: 240V/120 PHASE: 1 MAIN BREAKER: 100 AMP BUSS RATING: 100 AMPS WIRE: 3 MOUNT: SURFACE NEUTRAL BAR: YES A/C: TBD ENCLOSURE TYPE: NEMA 3R N TO GROUND BOND:TBD GROUND BAR TBD PANEL STATUS: EXISTING INTERNAL TVSS: TBD CKT LOAD DESCRIPTION 1 i co o co ` co 1 Q co 17{ I LOAD DESCRIPTION CKT 1 SAMSUNG MMBS 100 2 NEW ON 2 100 NOT LABELED 2 3 SAMSUNG MMBS 100 2 NEW ON 2 100 NOT LABELED 4 5 SAMSUNG BBU 15 1 NEW ON 1 20 NOT LABELED 6 7 WA N/A BLANK N/A ON 1 20 NOT LABELED 8 9 N/A N/A BLANK N/A ON 1 20 NOT LABELED 10 11 N/A N/A BLANK N/A ON 1 15 NOT LABELED 12 13 N/A N/A BLANK N/A ON 2 100 NOT LABELED 14 15 N/A N/A BLANK N/A ON 2 100 NOT LABELED 16 17 N/A N/A BLANK N/A OFF 1 20 NOT LABELED 18 19 N/A N/A BLANK N/A OFF BLANK N/A N/A 20 21 N/A N/A BUNK N/A OFF BLANK N/A N/A 22 NOTES: 1. PRIOR TO CONSTRUCTION, SPRINTS GENERAL CONTRACTOR IS TO FIELD VERFY EXISTING POWER CONDITIONS TO CONRRM THAT THE EXISTING MAN AC PANEL WILL FEED THE NEW NETWORK VISION EQUIPMENT. 2. SPRINTS GENERAL CONTRACTOR TO CHECK REQUREMENT8 WITH LOCAL POWER COMPANY AND JURISDICTION. ADDITIONM. SUB PANEL OFF THE PPC CABINET MIGHT BE REQUEED TO FEED NEW NETWORK VISION EQUIPMENT. NOTES GENERAL CONTRACTOR TO CHECK REQUIREMENTS WITH LOCAL POWER COMPANY AND JURISDICTION. ADDITIONAL SUB PANEL OFF THE PPC CABINET MIGHT BF REQUIRED TO FEED NEW NETWORK VISION EQUIPMENT. 22"x34" SCALE NOT TO SCALE 11"x17" SCALE: NOT TO SCALE ELECTRICAL NOTES I 1 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE ELECTRICAL PANEL SCHEDULE 12 TO EXISTING UTILITY POWER SOURCE EXISTING SERVICE GROUND CIRCUIT SCHEDULE NO FROM TO CONFIGURATION 0 SOURCE METER CENTER EXISTING ® 2 METER/DSC / TRANSFER SWITCH & LOAD CENTER EXISTING O TRANSFER SWITCH & LOAD CENTER GENERATOR RECEPTICLE EXISTNG ® TRANSFER & LOAD CENTER SUB -PANEL MMBS CABINET EXISTING TRANSFER & LOAD CENTER SUB -PANEL BBU CABINET EXISTING EXISTING 200A METER/DISCONNECT SWITCH EXISTING LOADS (REFER TO PANEL SCHEDULE 200A 200A I) l) T ,ho .. n ^ 100A 0 0-0 0 EXISTING 200A GENERATOR RECEPTACLE TRANSFER SWITCH & LOAD CENTER EXISTING LOADS (REFER TO PANEL SCHEDULE EXISTING MMBS CABINET EXISTING BBL CABINET 22"x34" SCALE NOT TO SCALE 11"x17" SCALE: NOT TO SCALE REVIEWED FOR CODE COMPLIANCE APPROVED AUG 262014 City of Tukwila BUILDING DIVISION ALL EXISTING SPRINT GROUND BASED EQUIPMENT TO REMAIN - NO ADDITION SPRINT EQUIPMENT INSTALLED AT THIS TIME SCHEMATIC ONE -LINE DIAGRAM 112 Sprint>)0..Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: THORNDYKE SE35XC001 5201 SOUTHCENTER BLVD TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-26-14 CD PRELIM DHD B 04-01-14 CD FINAL DHD C D RECEIVED CITY OF TUKWILA JUN 2 0 2014 P PERMIT CENTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT VI H. N STATE OF WASHINGTON SHEET TITLE: ONE LINE DIAGRAMS SCHEDULES SHEET NUMBER: E-1 REVISION: B DHD PROD. N0. 2014-035 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. (E)1 1'-0"X20'-0" SPRINT EQUIP. ELEVATED ROOFTOP PLATFORM WITH STAIRS AND RAILING (TYP.) (E) SPRINT 200A PPC AND TELCO CABINET } ,Z (E) ±12" WIDE COAX SHROUD TO / GAMMA SECTOR ANTENNAS X313H �_X3l3H-�X311H--X311H \ , P SPRINT MMBS & BBU �__ ( ) �� PROPOSED SPRINT HYBRIFLEX CAB_E TO NEW 2.5GHz // �} X31.iH _._X311H �_X3l�H p....... �p ��� x C ANTENNAS /• �� ■ _.pip (P) SPRINT HYBRID CABLE © FROM (E) GROUND BASED X31411__ X37jH ���wi =�=== ��p�� CC�p� x f- Le i �I x r x I x i x CABINETS ���=�= �' .��� (E) SPRINT (3) HYBRID, ROUTED AT a��� (E) CABLE TRAY (1 PER SECTOR). �p. SPRINT COAX ROUTE TO ALPHA AND ��... BETA SECTORS TO FOLOW (E) ROUTING ��� \11 = al ,=......i. x / x (E) SPRINT GPS m ANTENNA PIPE MOUNTED TO COAX RACK POST E) COAX RACK AT BACK OF ( I RF CABINET X I Mr EQUIPMENT TO (P) 2.5GHz RRH'S 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE EXISTING ROUTING PLAN 1 22"x34" SCALE: NOT TO SCALE: NOT TO SCALE SCALE PROPOSED TEMP. ROUTING PLAN (E)1 1' 0"X20' 0" SPRINT EQUIP. ELEVATED ROOFTOP PLATFORM WITH STAIRS AND RAILING (TYP.) (E) SPRINT 200A PPC AND TELCO CABINET A. 14 (E) ±12" WIDE COAX SHROUD TO GAMMA SECTOR ANTENNAS 1 s X3,-�H--X31dH -- �� X3l4H �X313H X31dH � � X31��� (P) SPRINT MMBS & BBU =��=� CABINETS ��p �.=�� (E) SPRINT (3) HYBRID, ROUTED AT x'�= MN (E) CABLE TRAY (1 PER SECTOR). - �me SPRINT COAX ROUTE TO ALPHA AND BETA SECTORS TO FOLOW (E) ROUTING x ,___ �I i ==-=" (E) SPRINT GPS ANTENNA PIPE MOUNTED REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 6 2014 .I City of Tukwila BUILDING DIVISION E TO COAX RACK POST i m (E) COAX RACK AT BACK OF RF CABINET z Amk (P) SPRINT HYBRID CABLE rri FROM (E) GROUND BASED rn lirEQU PMENT TO (P) 2.SG I RRH'S 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE PROPOSED ROUTING PLAN 13 11"x3722 " SCALE: NOT TO SCALE SCALE: NOT TO SCALE NOT USED Sprint) ':,\)). Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: THORNDYKE SE35XC001 5201 SOUTHCENTER BLVD TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS_ A 02-26-14 CD PRELIM DHD B 04-01-14 CD FINAL DHD C D RECEIVED CITY OF TUKWILA JUN 2 0 2014 PERMIT CENTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT VI H. N STATE OF WASHINGTON SHEET TITLE: CONDUIT ROUTING SHEET NUMBER: E-2 REVISION: B DHD PROD. NO. 2014-035 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS 15 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. II I,,•/'a I /11111 CM \ 2.5GHz PANEL ANTENNA BAR GROUNDING NOTES (P) CONNECTED TO (E) ANTENNA GROUND BAR y 1. EXOTHERMIC WELDS (2). 2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUNDING BAR. ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION ("P", "A", "N", "I') WITH 1" HIGH LETTERS. 3. ALL HARDWARE 18-8 STAINLESS STEEL, INCLUDING LOCK WASHERS. COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8 INCH DIAMETER OR LARGER. 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. &L SIDE OF THE 5 GROU DINGS BAR ANDL BOLTED ONBEED THE BACK FRONT THE IDE.INSTALL BLACK HEAT -SHRINKING TUBE, 600 VOLT INSULATION ON ALL GROUNDING TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION. 6. NUMBER GROUNDING BARS MAY VARY DEPENDINGTION THEN TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. 7. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 8 Sl PAPHEDPOR RECOMMENDEDROOFING SHALL E BY CABLE TYPE D MANUFACTURER. PART NUMBER AS 9. SUPPLIED AND INSTALLED B7 CONTRACTOR. 10. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A GROUNDING BAR TO AN EXISTING TOWER, THE SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO MOUNTING THE GROUNDING BAR TO THE TOWER. 11. EXTEND TWO (2) 2 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING AND CONNECT TO THE NEW TOWER. FOLLOW TONUFACTOWERS APPLMABNDATIONS FOR GROUNDING CONNECTIONS THE TOWER. (APPLICABLE TO NEW TOWERS ONLY.) 12. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUNDING BARS AS REQUIRED, PROVIDING 50% SPARE CONNECTION POINTS. 13. EXPOSED GROUND WIRES TO BE NON METALLIC LIQUID TIGHT. 1 ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM IOWER OR POLE USING MFR'S PRACTICES. 3. ALL GROUND CONNECTIONS SHALL BE EXOTHERMIC. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY SPRINT WIRELESS, LLC. REPRESENTATIVE. 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING ELECTRICALDAROS. 6. CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM PER SPRINT STANDARD GROUNDING METHOD, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED SPRINT MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL EXOTHERMIC AND GROUND RING 7, NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. B ALL EXISTING FIELD VERIFIED. ANYN DEFIID CIENT ITEMS ES &SH LL BETIREPLACED ONS LASE REQUIRED TO ACHIEVE ADEQUATE GROUNDING REQUIRED BY SPRINT. r. \ A. �' AGB ., ialf I at -' ' �� =� IP 11.111.111111111r ns. ,1111111111rHER -NUT. MI�.- �! ci I _ \ /� LEGEND 'Illto/ I / i --:\ \ // 41111 AMIN \ _ \ / �- I / / \ \ / —� / r. EXISTING FINAL , —�res �:� GROUND LEAD FROM MASTER GROUND I TO EXISTING BUILDING STEEL -_ �TO ''' ild ht;11.14 \ „ ", - i �4 RRH'S TO (E) GROUND (E) SPRINT ANTENNA • EXOTHERMIC CONNECTION (P) 2.5GHz O MECHANICAL CONNECTION CONNECTED ANTENNA CONNECTION o COMPRESSION BAR MOUNTING PIPE CONNECTED CGB COLLECTOR GROUND BAR TO EXISTING ANTENNA GROUND BAR MGB EXTERNAL GROUND BAR SCALE: 1/4" = 1'-0" ANTENNA GROUNDING PLAN 1 11"x17" SCALE: NOT TO SCALE GROUNDING NOTES C 11"x34" 11"x17" SCALE: 1/4" = 1'-0" 2' 1 0 2' (E)11'-O"X20'-0" SPRINT EQUIP. ELEVATED ROOFTOP WITH PLATFORM0 STAIRS AND..............�����STAIRS (TYP.)RAILING (E) SPRINT 200A AND TELCO CABINET _ IL. -2 (E) ±12" WIDE COAX SHROUD TO GAMMA SECTOR ANTENNAS X3-1_3H -- x31�H _X373H---X37_4H .---- --� X �� _CABINETTELCO ■ — 2 --- r m —. / x (E) SPRINT GPS ANTENNA PIPE MOUNTED —� (E)11'-0"X20'-0" SPRINT EQUIP. ELEVATED ROOFTOP PLATFORM WITH ANDRAILING (TYP.) (E) SPRINT 20111 / ,ram (E) t12" j/ GAMMA WIDE COAX SHROUD TO SECTOR ANTENNAS X31.i9 __X3ldH ..................-.- 1Jc — ����=p pPPC _ • I REVIEWED FOR '� — - ODE COMPLIANCE / r__- PAPPROVED X AUGFH 2 6 2014 S X31�H—_X3l�H BMWN_ � " � ��..---��5 __T ---___.. (E) SPRINT GPS ANTENNA PIPE MOUNTED TO COAX RACK POST x (E) COAX RACK AT BACK OF I TO COAX RACK POST x (E) COAX RACK AT BACK OF RF CABINET RF CABINET r x la ©FROM P(E) TGROUNID BASED x D CABLE in m BUILDING DIof VISION qvEQUIPMENT TO (P) 2.5GHz I RRH'S 22"x34" SCALE: 1/4" = 1'-0" _ EQUIP. GROUNDING PLAN (INTERIM) 3 11"x17" SOAVE: 1/4" = 1:-0" EQUIP. GROUNDING PLAN (FINAL) U 1 1 "x 17" SCALE: 1 /8" = 1'-0" 4' 3 2' 1' 0" 4' 4' 3' 2' 1' 0" 4' pS ri nt> Select Site Acquisition, LLC P.O. Boa 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: THORNDYKE SE35XC001 5201 SOUTHCENTER BLVD TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-26-14 CD PRELIM DHD B 04-01-14 CD FINAL DHD C D RECEIVED CITY OF TUKWILA 2 0 JUN 2014 NOT FORPERMIT QCENTER N UNLESS LED A$ CONSTRUCTION SET 7473 REGISTERED ARCHITECT VI H. STATE OF WASHINGTON N SHEET TITLE: GROUNDING PLAN SHEET NUMBER: G-1 REVISION: B DHD PROD. NO. 2014-035 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. ST. CGB 13 T !ANTENNA SECTOR 11 1900 MHz SPRINT ANTENNA al z wl HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR NEW GPS ANTENNA (P) 2.5 GHz SPRINT ANTENNA I 1 I# „, J T #10 AWG 0 AWG oa EE Y w T � L EXIST. COOT DC L FIBER (E)1/2 AWG !ANTENNA SECTOR 21 1900 MHz SPRINT ANTENNA HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR EXISTING UPPER TOWER GROUND BAR (P) 2.5 GHz SPRINT ANTENNA I Ii I J #10 AWG EXIST. CGB (E) #2 AWG 1ANTENNA SECTOR 31 1900 MHz SPRINT ANTENNA HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR SPRINT M/W ANTENNA 0 AWG I REVIEWED FOR DC / FIBER - CODE COMPLIANCE APPROVED AUG 262014 City of Tu BUILDING D EXISTING DEI CABINET EXISTING CABINET (E) #2 AWG COAX #6 AWG WITH WEATHERPROOFING 2 AWG MG 0 EXISTING FINAL GROUNDING EXISTING LOWER TOWER GROUND BAR 2 AWG a zl00 awl NEW MMBS CABINET U in az 00 gU U �I a z 00 0I EMMBS GND BAR 2 AWG HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR NEW BBU CABINE' O EXISTING #2 AG GROUNDS TO EXISTING GROUND RING EXISTING #2 AG GROUNDS TO EXISTING GROUND RING (P) 2.5 GHz SPRINT ANTENNA I li 1 6 I „ J #10 AWG, J LEGEND • EXOTHERMIC CONNECTION O MECHANICAL CONNECTION o COMPRESSION CONNECTION CGB COLLECTOR GROUND BAR MGB EXTERNAL GROUND BAR NG NOTES hrcuuN NG CONNECTIONS SHALL BE MADE BY EXOTHERMIC WELDS. EXOTHERMIC WELCS SHALL INCLUDE ALL CABLE TO CABLE, SPLICES, ETC. ALL CABLE TO GROUND RODS, GROUND RODS SPLICES AND LIGHTING PROTECTIONS SYSTEM AS INDICATED. GROUND FOUNDATION ONLY AS INDICATED BY PM. ALL MATERIALS USED (MOLDS, WELDING, METAL, TOOLS, ETC.) SHALL 8E EXOTHERMIC WELDED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND PROCEDURES. GROUND CONDUCTOR SHALL HAVE A MINIMUM 24" BENDING RADIUS. 2. ALL EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES SHALL BE CLEANED THOROUGHLY AND COLORED TO MATCH SURFACE WITH (2) TWO COATS OF GALVITE (WHITE) PAINT. OR SILVERBRITE (ALUMINUM). 3. ALL ELECTRICAL & MECHANICAL GROUND CONNECTIONS SHALL HAVE ANTIOXIDANT COMPOUND APPLIED TO CONNECTION. 4. GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY SPRINT STANDARD PROCEDURES. GROUND GRID RESISTANCE SHALL NOT EXCEED 5-OHMS. 5. CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEXT REPORT AS FOLLOW: 1. ONE (1) COPY TO OWNER REPRESENTATIVE 2. ONE (1) COPY TO ENGINEER 3. ONE (1) COPY TO KEEP INSIDE EQUIPMENT INCLOSURE 6. ALL RADIO EQUIPMENT AND UTILITY CABINETS GROUNDS LEADS TO BE #2 AWG STRANDED GREEN JACKETED FROM BUSS TERMINAL. 7. FOR ADDITIONAL GROUNDING NOTES SEE N 1 OR N-2. 8. ALL ANTENNA MOUNT GROUNDS SHALL BE #2 AWG STRANDED GREEN JACKETED CABLE GROUNDS SHALL BE BLACK FROM MFR. 9. ALL GROUND WIRES FROM GROUND BARS TO GROUND SHALL BE #2 AWG SOLID BARE AS REQUIRED. 10. ALL ABOVE GROUND WIRES SHALL BE GREEN JACKETED. ALL GROUND WIRE'S PENETRATING INTO GROUND AND BELOW SHALL BE SOLID BARE. 22%34" SCALE NOT TO SCALE 11"x17" SCALE: NOT TO SCALE GROUNDING RISER DIAGRAM 14 Sprint) Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: THORNDYKE SE35XC001 5201 SOUTHCENTER BIVD TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-26-14 CD PRELIM DHD B 04-01-14 CD FINAL DHD C D RECEIVED CITY OF TUKWILA JUN 2 0 2014 PERMIT CENTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT • VI H. STATE OF WASHINGTON N , SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: G-2 REVISION: 8 DHD PROD. NO. 2014-035 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. FILE COPY Permit No. REVIEWED FOR ;`CODE COMPLIANCE APPROVED AUG 2 6 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 2 0 2014 PERMIT CENTER integrated design .91141ENGINEERS STRUCTURAL CALCULATION REPORT FOR THE ANTENNA MOUNT SE35XC001 5201 SOUTHCENTER BLVD TUKWILA, WA 98188 June 20, 2014 06/20/2014 CORRECTION Dt'-V OIO2. - Structural Assessment SE35XC001 Tukwila, WA INTRODUCTION The purpose of this analysis is to verify that the existing Antenna Mount is capable of resisting the proposed antenna configuration. TIA/EIA-222-G is used. This report was commissioned by Sprint. REFERENCES The following referenced were used in the mount analysis. - ANSI/TIA/EIA-222-G - 2012 International Building Code - AISC 360 14th Edition RESOURCES The following information was provided to assist in the mount analysis - Latest project information received 02/26/2014 provided by Select Site Aquisitions (Appendix A). DISCUSSION Mount Discription The Antennas are placed at an elevation of 35' on a building located in Tukwila, WA. There are antennas mounted in two separate ways. There will be a single antenna mounted to a roof sled. Another two are being mounted onto a penthouse wall. All dimensions and section sizes have been assumed from the resources provided by Smartlink. Please refer to appendix A for site mapping pictures and information. Configuration The two tables below show the primary configurations of the controlling antenna mount supported by the building. All existing and proposed antenna information was provided by Select Site Aquisitions. Existing/Reserved Appurtenance Configuration Elevation Carrier 35' Sector A Sprint Appurtenance (1) APXVRRI3-C-A20 (1) RRH-P4 35' Sector B Sprint (1) APXVRR13-C-A20 (1) RRH-P4 35' Sector C Sprint (1) APXVRR13-C-A20 (1) RRH-P4 Proposed Appurtenance Configuration Elevation Carrier Appurtenance (1) APXVRR13-C-A20 35' Sprint (1) RRH-P4 Sector A (1) ET-X-WM-18-65-8P (1) RRH-V3 (1) 8T8 Radar Filter (1) APXVRR13-C-A20 35' Sprint (1) RRH-P4 Sector B (1) ET-X-WM-18-65-8P S1 1 RRH-V3 (1) APXVRRI3-C-A20 35' (1) RRH-P4 Sector C Sprint (1) ET-X-WM-18-65-8P (1) RRH-V3 (1) 8T8 Radar Filter Note: BOLD type indicates a new appurtenance Antenna Mounts The purpose of this structural analysis is to verify that the antenna structurals meet T1A/EIA-222-G requirements with the proposed appurtenance configuration. A 110 mph design wind speed was used. This analysis does not include the existing building structural analysis or the existing antenna pipe mount analysis for the proposed antenna configuration. This analysis assumes that the clamping forces of all mount connections in this report are sufficient for the design loads. Sectors A,G are assumed to have the highest demand. Results of the analysis are summarized in the table below. Item Pass/Fail Demand/Capacity Sector G Pass 46% Capacity Sector A,B Pass 11 % Capacity CONCLUSION AND RECOMMENDATION Based on the analysis, the existing antenna mount structure is adequate for the proposed antenna configuration. Design Wind speed Wind speed with ice Service Wind Speed Design Ice Thickness Structure Category Exposure Category Terrain Category Terrain H Importance Factors: Wind speed no ice Wind speed with ice Ice thickness 110 30 mph 60 0.25 2 C 1 ft Integrated design ANI ENGINEERS Project: Location: SE35XC001 Tukwila, WA Project Info Company Sprint Date Received 2/26/2014 Antenna Configuration Worst Case Mount Sectors A,G Topographic Factor By: Date: MD 6/20/2014 H (ft) Zg a Kg K, K, Kh K„ t,, Gh Kd qz no ice qz ice qz service 35 900 9.5 0.85 1 1.01 N/A N/A N/A 1.00 0.50 1 0.95 29.86 2.22 8.88 Wind Loading perTIA-222-G CaAa (ft2) Note: Weight includes mounting materials No Ice With Ice Front I Side Front I Side APXVRR13-C-A20 6.65 2.60 RRH4P4 1.79 2.72 ET-X-W M-18-65-8P 6.68 2.99 RRH-V3 2.40 1.22 10' Pipe (3') 3.50 3.50 8T8 Radar Filter 1.23 0.27 7.00 2.97 1.96 2.91 3.41 1.35 4.54 0.34 7.07 2.57 4.54 1.36 Weight (Ib) w/o ice I w/ ice 32; 74.7679 65.00 86.50 36.40 78.50 59.50 77.58 75.80 100.63 20.00 28.80 Forces (Ib) Front Side Design w/ ice Service Design w/ ice Service 198.4 15.5 59.0 77.8 6.6 23.1 53.5 4.3 15.9 81.3 6.5 24.2 199.6 15.7 59.4 89.2 7.6 26.5 71.7 5.7 21.3 36.4 3.0 10.8 104.5 10.1 31.1 104.5 10.1 31.1 36.7 3.0 10.9 8.0 0.8 2.4 gintegrated design .S ENGINEERS DESIGN SHEET Sheet 59Lleg V Location (01i/l 9 3"At) P iy.P i Client ?�,��' ,/ter",/l. 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D' �CJJ.il 0/7'40,7,74, J . v� • integrated design :Obi ENGINEERS /7/11l/7/c-s S:</oRrr /9 6 i Plow $-- 31hlroD7 Location DESIGN SHEET Sheet client 1Q f/ t - Date 06/20/,6j / / le"'d ©h e—./4"e 4M 5's e L2 Cfry I e.on.SPk!/U // ✓[ /,7e6s I,/ , 5' ce+as,/+,-& / ve D/421./2. - j 2, 1y % h //-�u se t l "free,/70/ 1Pc/fo/2 415' HRH Jo pe (.?? + 6:2, J'. S = Q 62/X40-1 i THIS IS AN EXISTING SPRINT WIRELESS TELECOMMUNICATION FACILITY NETWORK VISION EQUIPMENT UPGR CALL LDIES UNDERGROUND Y5PRIOR 0 DIGGINL'i CALL 811 O.TONB STAFF OR BYPASS CALL CENTER ANLINE: DCOMPLETE PROCESS ON wwwwoshington811 corn FCMALF` 91,Ct Know what's below. CaII before you dig. Sprint> WA CODE COMPLIANCE L WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED N ACCORDANCE W THE CURRENT EDITIONS OF THE FOLLOWING IN AS ADOPTED BY BY THE LOCAL GOVERNING AUTHORITIES. CONSTRUCTED 0 PERMIT WORK NOT CONFORMING SHEETS THESE BE 2012 In, DAC, STANDARDS AND AMENDMENTS R..D 51-AND AMENDMENTS -RAC 52 AMENDMENTS-RAC2012 'EC. STANDARDS AND 2012 C, STANDARDS AND AMENDMENTS -RAC 51B. 51-52 ACCESSIBLITY RFOUIREMENTS• FACI'Itt 6 EXIS a AND V NNED AND NT FOR HUM REDURMENTS ARE N REOUREDNIu ACCORDANCE WITH THE 2009 IBC BUILDING CODE. PROJECT DESCRIPTION SPROrt PROPOSES TO MODIFY THE EXISTING UNMANNED TELECOMMUNICATIONS FACILITY BY • INSTALL (3) PROPOSED 2.5 GHz PANEL ANTENNAS (1 PER SECTOR) • .TALL (3) PROPOSED 2.5 GHz R. (1 PER SECTOR) • INSTALL (3) PROPOSED FIBER 0P1IC JUNCTION CYLINDERS (1 PER SECTOR) • INSTALL (3) PROPOSED POWER JUNCTION CYLINDERS (I PER SECTOR) • INSTALL ( I ) PROPOSED RADAR FILTER. V.I F. • PER LL () PROPOSED HYBRID CABLE USING EXISTING COAX ROUTE (1) SIGNATURE BLOCK ARPROVAL SIGNATURE Drz SRC ACQUISITION MANAGER CONSTRUCTION MANAGER ME MANAGER PLANNING CONSULTANT RE MANAGER RE ENGINEER PROPERTY OWNER SPRINT REPRESENTATIVE MA, MANAGER 2.5 ghZ update OR\D\/ S 35XC001 5201 SOUTHCENTER BLVD TUKWILA, WA 98188 KING COUNTY LATITUDE: 47.464648 / 47' 27' 52.7328" (GOOGLE EARTH) LONGITUDE: —122.267584 / —122' 16' 3.3024" (GOOGLE EARTH) ROOFTOP SEATTLE MARKET DRIVING DIRECTIONS HEAD SOUTH A TAKE EXIR TOWARDS A 99 TURN RIGHT ONTO S 17 0 TH ST. (.OT) KEEP LEFT ONTO INTERNATIONAL / WA 99N (1.1 MILES) BLVD KEEP RIGHT ONTO SOUTHCENTER(I.0 MILES) SHEET INDEX SHEET DESCRIPTION N-1 TITLE SHEET GENERAL NOTES N-3 GENERAL NOTES A-1 SITE PLAN A-2 ENLARGED PLAN EOUIPMENT PLANS - ANTENNA D PLANS W SCHEDULES A-5 EXTERIOR ELEVATIONS A-6 EQUIPMENT DETAILS RE-1 ANTENNA 6L GBLE COLOR COO. DETAILS E-1 SCHEMATIC ONE -LINE DIAGRAM a POWER PANEL SCHEDULE E-2 SCHEMATIC CONDUIT ROUTING G-1 SCHEMATIC GROUNDING PL. 0-2 GROUNDNG RISER MGR. G-3 GROUNDING DETAILS PROJECT SUMMARY APPLICANT. SELECT SITE ACQUISITION, LLC ON BEHALF OF SPRINT P.O. BOX 1292 AMPLE CONTACT4J IN ABBOTT PHONE: 206-790-4655 PROPERTY INFORMATION• PROPERTY OWNER- ARTNERSHIP ADDRESS: 907K WEST MAIN STREET AUBURN, WA 98001 CONTACT PROPERTY MANAGER TOWER OWNER: N/A eD.-56A0 SITE ID. SE35XC001 ZONING TYPE. CLASSIFICATION REGIONAL CCMMERCWL MIXED USE - RCM OCCUPANCY JURISDICTION: Cm OF TUKWILA CURRENT USE: UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY NEW USG UNMANNED WIRELESS TELECOMMUNICATONS FACam 57200140 LEASE AREA 1S.-6' X 18'-0' (400 50. 1) PROJECT DIRECTORY ARCHITECT' DHD ATaC1URE PE"' 13aza 2a6TH AVE SE 55AOUNI, WA 98027 PHONE ENE 4 N 5-552 0552 EMAIL EP+EH6.wIOlnn.caw ITEMS PROJECT MANAGER SPRINTCORPORATION ELAN FOAL PHONE: 205-421-5855 ASIND. CONSULTANT' SELECT SITE MWB:IT.. LLC P.O. BOX 1292 LEY. WA 98035 CONTACT: PAT PHONE, 425-305-2733 CONSTRII(:TION MANAGER. SPRINT CORPOMION CONTACT: JIM COETTSCHE PHONE - PHONE. 208672 6a02 W BUILDING DEPARTMENT: CFO, OF TUKWILA DEPARTMENT DE COMMUNITY 100 KWILA, WA5300 C98188 ENTER BLV D. IDEV DEVELOPMENT FI FCTRICAL COMPANY' tHr'rr DI1 SEATTLE. URA 9810. PHONE. 206-554-300D TELCO COMPANY. CENTURYLINKU 25TTLE. WA 98AVE TH 34 PHONE: 205-346-9803 AW MANAGER. ADDRESS ADDRESS CONTPHONACR F ENGINEER. NAME ADDRESS ADDRESS CONTACTPMONE MAIL CO D IN THI5 SET OE CONSTRUCTION ODDMENTS IS PROPRIETARY BY NATURE. ANT USf OP 06CLOSURE 01110R 11Iw WHAT 'WHICH REUTES 70 SPRINT CARPER SEmxES 6 sRKnY PROHIBI. E Spri nt> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 9003E Mee 206-790.4655 PROJECT INFORMATION: THORNDYKE SE35XC001 5201 SOUTHCENTER BLVD TUKWILA, WA 95180 KING COUNTY ISSUED DATE: 06-18-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE A 02-26-14 DESCRIPTION CD PRELIM INITIALS DHD B 04-01-14 CD FINAL DHD C 04-15-14 CODE DATE REV DHD D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED VI STATE OF ARCHITECT H. WASHINGTON N SHEET TITLE: TITLE SHEET SHEET NUMBER: T 1 REVISION: PROJ NO DFNFRAI CONSTRIICTION NO. I SHALL CONFORM TO THE REQUIREMENTS F THE LOC BUILDING C00E THE LATEST EDRR AND ALL OTTER APRIGBLE CODES AND ORDIWNCES CONRMCTOR SNLLL CTN0TRIT SITE IN ACCORDANCE WITH ESE ORANNWS SPRINT INTEGRATEDSPECI Os CONSTRUCTION STANDARDS FOR WIRE R�9 E ROCS SHOULD E RUUNG DOCUMENT RIO TO E.TIEENTINIES O BET ENGINEERN THE �RO F T N 0 THESE DRA BROUGHT M D F PROCEEDING CORN CONSTRUCTION. CONTRACT TMSHALL VISIT THE JOB SITE AND SHALLWM ALL FARRIZE HIMSELF WL CONDITIONS AFFECTINGF X LAKE PROVISIONS AS TO ME COST THEREOF. FIELD CONDITIONS AND DIMENSONS ANO CONFIRM. THAT THE WORN MAY BE T PROCEED.. WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT ISHED AS .OWNE PRIOR N^ BE AWARDEDHE B ED ON CLAN OF LACK G KNOWLEDGE FK. FIELD CONDITIONS ARE NOT TO BE SCALED. MESE PUNS ARE INTENDED TO BE OM A GRNMMATC OUTLINE ONLPUNLESS OTHERWISE APPURT APPURTENANCES, E WORK SHALL INCLUDE OR NECESSARY TO EFFECT FURNISHING EQUIPMENT AND D.OR INSTALATIONS AS INDICTED ON THE DRAWINGS. DIMENSIONS SHOWN ARE T FINISH SURFACES ORBS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT C.C. MBMOHDEEBAY QUETIONRGDITHEREFORE. TDOCUMENTS. NCCOMMONS AND/OR DESIGN INTENT, ME CONTRACTOR SHALL BE RE ONSME FOR OMANIN ME WORK. DEWS ARE MENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAT BE REQUIRED TO .IT JOB DMENSKXIS R CONDITION. AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF ME WORN. CONTRACTOR S.LL RECEIVE TO PROCEED BEFORE CLARIFICATION WRITING. ON ANY MIS CLGRLY DEFINED OR IDENTIFIED WRITING ALITHORIGTION CCHTRACT DOCUMENTS. STARTINGK O CONTRACTOR S.LL SANTH D DIRECT E WORK USING THE BEST CONSTRUTON SKILLS AND ATTENTON. CONTRACTOR .ALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MENDS,, TCHW NES. SEQUENCES UNLESS D PROCEDURES OV AND FOR CDDIHATNC ALL Rs O F ME WORK EUNDER OTH NN0ED. AND BUUILiLTDI oOCCU OCCUPANTS ATSIBLE M* UEBLYTHE SAFETY OF THE TO BE AFFECTED BY THE *WORK014 UNDERNT ARDS THIS CONTRACT.CONFORM 0 KL CS. REOUREMENTS. 10. CONDUCTOR SHALL OORDIHATE HIS WORK W THE SUPERINTENDENT OF BUILDINGS GROUNDS IAND WORD ORS IN ACCORDANCE INTHE GROUI 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDNTN NS WORK WITH ME WORK OF OTI.S NIT NAY ELATE T RADIO EOUIMEM. NIENNAS AND AM OTHER PORTIONS OF ME WORK 12 KL EQUIM44 QT AND MATER5 IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICTED OR WIRE LOCAL CODES OR REGUUTONS TAKE PRECEDENCE. 13. IONNECESGRY PROVISIONS TPROTECT EXISTING SURFACES. EQUIPMENT. IMPROVEMENTS PIN IMLEDATELY REP NR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. IN DRILLING TOLES PENETRATIONS MROIGII ME FLOOR FOR CONDUIT NUNS. PIPE R.S.ETC. MUST BE CLEANLY UNDERSTOOD THAT REIN STEEL SO. NOT BE DRILLED INTO, CUT ON DAMAGED UNDER ANY CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LBCTIONSOF REINF ORCING O STEEL ARE NO DEFINITELY KNOWN AND MEEFDRE MUST BE SGRCHED FOR BY APPRORNTE ME HCOS AND EQUIPMENT. 15. REPNR .L EXISTNG W.L SURGCES DMIA.FD DURING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN WIEN ADJACENT SURFAC.. Ie. SGL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CANE APPROVED RATERS,. TX KEEP CONTRACT ARG M NOT SPECIFIED AS HAZARD FREE. NO DISPOSE OF ALL EMNNOG . PROPERTY OF THE SANER DEBRIS. DE RUBBISH. EQUIPMEREMOVED. LOVE REMISES IN CLEAN CO D FREE FROM SHALL BE RESPONSIBLE TORu UNTO N.GSAA11 OEMS UU.LLOR • GCOMPLRONY OF CONSTRUCTION. OR 18. MINIMUM BEND RADIUS DE ANTENNA CABLES SHNL BE IN ACCORDANCE WITH CABLE MANUFACTURERS RECOMMENDATION. 19 ALL EXIST. RUC. SEWER, WATER, GAS, ELECTRIC AND 0 UDLITIESWN00 INTERFERE NMI ME PLUGGED OR OTHERWISE DISCONTINUED POINTS EC.. OF 05 WORK, SESS. BE RGOVEO AND/OR WHIR WILL NOT INTERFERERWTTIE H PEXECUTION OF ME MEIN. SURER TO ME APPROVAL F THE ENiNER. 20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE WRING CONSTRUCTION. EROSION CONTROL MEASURES, IF R QUIREO DURING CONSTRUCTION SHALL E IN CONFONJANCE MATH COOIROINA WITHH STATEREGUUTORYOA IUTTHOR. SR EROSIR NCONTROL N OR AND DEJNES O SEDIMENT N1HO SHADED21. L5HT DIES REPRESENT WORK PRWLY SDONE. DARK SHADED ROES MID REPRESENT ME SCOPE F WORK FORNIs PROJECT. CONTRACTOR SHNL VERIFY IF EXISTING CONSTRICTION IS COMPLETE CONDUCTOR SHALL NOT, ENGINEER F ANY EXISTING CONDITIONS THAT DEVIATE FRCN ME DRAWINGS PRIOR TO BECJNNINCONSTRUCT. 22. EOOONDUCTOR SHALL SECURE ALL NECESSARY PER.. WRNS CERTFIGT6 REQUIRED DE ALL NECESSARY COORTHE DINATION LAND SCHEDUCE E. IN ADDITION UN WITH THE SERA BR..EICTR.LSHALL PBIIMLIIY AND INSPECTION AUTHORITIES. ELECTRICAL NOTES I ELECTRIOK C.TRACTOR SHALL SURLY ND IHSTNL AN'/ALL ELECTRICAL WORK INDICTED. AM/ONL C.STRUCIIAON SHALL BE IN 0 ACCRDANNCED BY COMPLYING NVALL A IGBLE REGUIRENRGISS, CONTRACTORSHALLSHALL NOISY 'CONSTRUCT. MANAGER' AS SOON AS POSSIBLE. NTER M HALL NOT PROCEED WII THAT PORTON OF N• UNTIL ME CONSTRUCTION MANAGER. HAS DIRECTED ME CORRECTIVE ACTORS TO BE TNKE. 2. ELECTRICAL CONTRACTOE SELL VISIT MEOFAMI JR 0N SITE N0 LURIZE HIMSELF WITH ANY/ALL CONDITIONS D MAKEPROVISIONS N TONE COST THEREOF. ALL EXISTING CONDITIONS F ELECTRICAL EQUIP., UGHT FIXTURES. ETC.. T.T ARE ME RN. SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO A9MITTA O ISTHISBID. FAILURE TO COMPLY NM PARAGRAPH CONTACTOR OFWORKPERFORMING KL WORK NECESSARY FOR A LRPLETE AND WORK.GBMTG. E ALL WORK SELL BE PERFORMED IN ACCORDANCE WITH ME LATEST EDITION OF ME NEC D CODESALL AND LOC. ND SAL RINLUDR BUT NOTBDRINICES OF THE E LIMI1Ep TO TELE9NNE COMPARES WOG JURISDICE A UL __ UNDERWRITERS TOR. 710.L ELECTRIC. CODE C. NEW - HANATIONAL ELECRIGL MANUFACTURERS ASSOC. D. OSHA -- OCCUPATIONAL SAAND ACT NNKSCN F. NEPA - NATIONAL FIE CODES • NOT SGIE ELECRKAL OWINTOS, REFER STE PUNS AND ELF'ATONS FOR EXACT LFAN TOIPMERE AND CONFIRM NM 'CONSTRUCTION MANAGER' ANY SQ. AND AND LOGnONS WHEN NEWEDED. • EXISTING SERVICES: CONTRACTOR SH.1 NOT INTERRUPT EXISTING SERVICES WITHOUT WRIT. PERMISSION 6 TO OBTAIN PPERM�ITS ANNY FOR D APPROVED SUBMITTALS PRIOALL PEWITS. R T05PECTONS THE WORKND BEGINNING OR ORDERING RING OR S EQUIPMENT. u 75ROVIDE' USED CONSTRUCTOR DOCUMENTS AND SPECIFOATONS. IND.. THAT ME CONTRACTOR HALL FURNISH AND INSTALL • COTrt0ACI0R SHALL TN CONFIRM W. LOLL EMERY COMPANY AN//041 01WIREUEM5 SUCH AS ME LUC SIZE ESN. CONDUIT ENTRY. SIZE OF OWNNER' CONIMANAGER, PRIOR T/ LI COONIFLC FLICTS SH.1 BE *HT RE ROUGTO MRN E ATTION OF ME COU 9. O0AERU0 0 B05CONUUCORSESEw12L 0E'co0PER LUlOIiNOHM N101 001* . UNLESS NOTED 10. WET/DAMP LEOCATIONS KINPRESSED STEEL IN DRY D SECHK ENCLOSURES FOR OTHER CLASSIFIONS. CAST IED �. Y WITH THREADED HUBS IN tt IT IS NOT THE CONTRACTOR IS EXPECTED NTENT OF MESE BDETAIL TO SHOW EVERY MINOR Of TOE G EXPECIED TO FURNISH INSTALL ALL ITEMS FOR AOFR CEIEELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR ME EQUIPMENT TO BE PLACED IN PROPER WORKING FDER. 12. SLECN TRICAL SYSTEM FORTS 4Y SPRINT. AND EFFECTIVELY GROUNDED, AS REWIRED BY 13. ALL WON SHALL BE PERFORMED BY A LICENSED ELECTRICAL FULL OPERATIVE INA FIRST COMPLETEDWORKMANLIKE MANNER THE CT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTOR MMUGER. 14. PROGRESS OF LL BE COORDINATED WITH OTHER INTERFERENCE TRADES TO A.D ERFERENCE . ME PR 15. CONTRACTOR S.LL GUARANTEE ANY/Au MATERIALS AND WORN FREE FROM DEFECTS R A PERIOD OF NOT LESS MAN TWO IFJJ. FROM DATE OF CUSTOMER'S ACCEPTANCE. 15. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPUCEMENT OF THE REPNR OF ANY OTHER PHASE OF THE INSTALUTION, WHICH NAY HAVE BEEN GA4AGED "THEREIN WITHIN 48 HOURS. 17. ADEOw4E AN REDUIRED LMBILm INSURANCE SHALL BE PROCEED FOR PROTECTION AGINST PUBLIC LOSS AND NY/ALL PROPERTY DAMAGE FOR ME DURATION OF WORK. 18. PROVDE ANTI INST.L COND.. CONDUCTORS. PULL DUES, BIKES. COVER PUBS AND DEVICES FOR ALL OUTLETS AS INDICATED. 19. DITCHING AND RACK FILL: CONTRACTOR SH. PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILUN AND COMPACTION. REFER T NOES AND REQUIREMENTS. EXCAVATION. AND RACKETEER. 20. MATERIALS. PRODUCTS AND EOUIPMEM, INCL D L ITEMS IRO COMPONENTS SHALL THEREOF. OR S.U.EED TOE NEW AND SHALL APPEAR CH THE UST OF LLL. REQUIREMENTS OF ME NEC, RENA AND IEEE ET 21. CONIRALIOt SHALL SUBMIT ESSNO DRAWINGS INMSERG0 *0001 0*01EBM65 RRKMP INFORMATION OVAL BY OF ANT/ALL CONSTRUCTIONBMAIAGER PRIOR TO INSULATION. 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK Is ME ELECTRIC.. CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN ME COST FOR WORK AND PERFORMED TO ME ...COON OF THE 'CO STRUCTION MANAGER' UPON FINAL ACCEPTANCE. 23. ME ELECROK CONTRACTOR SHALL LNEL ALL PANELS WITH ONLY TYPEWRITTEN DIECTORIES. ALL ELECTRICAL WIRING SHALL BE ME RESPONSIBILITY OF THE ELECTOR AL CONTRACTOR. 24. 0SC0NECT SWATCHES SHALL BE H.P. RATED HGW-DUTY. QUICK -NUKE AND OUCH -BREAK RES. AS REQUIRED BY EXPOSURE TYPE. 25. ALL CONNECTORS SHALL BE MADE WITH A PROTECTIVE COATING FAN ANTI -OXIDE COMPOUND SUCH AS 'MO -OXIDE A. BY DEARBORNE CHEMICAL CO. CGT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED CORER SURFACES. INCLUDING GROUND RIGS, SHALL BE TREATED - NO SUBSTITUTIONS. B. CONTRACTOR SHALL PLUG LAND GPEACHH END OF SPMAN BE D O EEXCEEDING RENA C E90 EMPTY CONDUITS ANDPROVIDE 2 SEPARATE PULL STRINGS - 200 LABS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FLR. CONDO. WHEN SPEORED. SHALL u L-N FOR GLVN12ED STEEL AU. FITTIN GS 5HLL BE SUITABLE USE WM THREADED RIGID CONDUIT. COAT ALL MNMI E NEMS WIRZINC' OR MOLDED C.V. 27. SUPPORT OF ALL ELECT -RIG/ WORK .ALL BE AS REQUIRED BY NEC. B. CONDUCTORS: CONTRACTOR SHALL USE 9. CONDUCTIVITY' CORER WITH TYPE TOWN INSULATION, 600 USE STRANDED CONDUCTORS FOR WIRE ABOVE NO. 8 , COLOR COOED. USE SOLID CONDUCTORS ,IRE UP TO AND INCLUDING NO. B AWL. 29. CONNECTORS . PRESSURE TYPE INSU.TED ON CONNECTORS R NO.110 A. AND SELLER. USEUSOLDERLESS ...CHANGE TERMINAL LUGS B NOLARGER. 30. WCUOE: 540/12M MLIBOI11 0 FOR, 3POMEBE CRNET0N5 AVNUBLE FROM Mery COMPANY. OWNER 31. TELEPHONE SERVICE CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WAIN MULE TAPE AS INDICATED . DRAWINGS. 32. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEF.. 33, CONTRACTOR SOUL PLACE TWO LENGTHS OF WNNINO TAPE AT A DEPTH OF 12" BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND TELCO SEANCE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC" OR "BORED TELECOM'. 34. KL BOLTS SHALL BE STNNLESS STEEL. ANTENNA & COAX NOTES 1. VERIFY EACH 00A.X. CABLE LENGTH. ONMETER. ROUTING. COLOR CODING AND KL APPURTE.NCES GDR. 2. THE MAXIM. GE LENGTH CORKSPRDCOAXIAL SH KIAL CABLE DIAMETER OE ON 01 HIBD .O T A-4.. THIS CABLE LENGTH IS TO BE USED FOR FABRIGTR F OR CONSTRUON. 0010 ANTENNA AAE LENGM(5) MUST BE VERIFIED. COAXIAL CABLE SNLLL BE PROVIDED BY CDT. 3 KL LOAM GBL6 SHALL TLRE CNUN NUR GROUNDED N FOLLOWS: A NUR ANTENNA RAD R CENTELEVATOR. B. NXX OF TOWER (RCAB D-HBGH OF ANTENNA), IF S RUN 5 OVER 200% C. BOTTOM OF TOWER. D. AT OUSTER GROUND BN 3'-0FROM ANA95-19. CABNET 4. ,ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND 0TKLED BY CONTRACTOR. 5 ALL CA S BE COLOR CODED AS �D ON SHEET RF-1 AND IN ACCORGNF WTM SPRINT ICATIONS LANE COLOR BANDS SHNL BE 2' WIDE. MAINTAIN . • WLL B. FREQUENCY COLOR BANDS SL BE 2' WIDE WTHNOISPACE SPACING BETWEEN COLORS. C. JUMPER COLOR BANDS SHALL BE 1' WIDE WITH 1' SPACE. D. START COLOR BANDS 2. BEY.° WEATHERPROOFING. E. sum SELECTOR COLOR NEXT T ENO CONNECTORS. RE ANTENNA SCHEDULESHEET A-40ZR15E0 ON FsRALL INAL C�BBIBLEINED RUNBLN ENGTHS DETERMINED BY CO B B. SEE CONSTRUCTION MANAGER FOR ANTEING SUPPORT ASSEMBLY TYPE. B ALL COAXAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' OR ME CABLE MANUFACTURES SPECIFICATOXS WHICHEVER 5 LESS, WITH HARDWARE SPECIFIED IN THE COAXAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 10 PROVIDE AT LEAST 6. OF S.CK N THE MAIN CGXML CABLES AT THE ANTENNA MOUNTING PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. ELEVATION ANTENNA & HYBRID CABLE NOTES 1. VERIFY EACH HYBRID CABLE LENGTH. ROUTING. DIAMETER, COLOR CODING AND ALL URTENENCES WITH GOTT. 2 LENGTHS BE DRESSED BIN A MANNER APPROVED LS TTOBY DDT.CABLES CANNOT BE CUT TO FM 3. HYBRID CABLE IRTEBNLL GROUND WIRE TO BE GROUNDED AT TOP AND BOTTOM PER MMUSUNGS (SPRINT) SPECI ROTORS. A EXCESS EDP 15' 15' HYBRID CABLE FIBER JUMPERS TO BE DRESSED A .TUNER µPROVED BY USGDR. CANNOT BE COILED, T BE SECURED TO TOWER MOUNTS., 5. ALL MAN GB,S I TSHALL BE . COLOR CODED AS SHOWN ON SHEET RE-1 BIN ACCORDANCE WITH SPRINT SPECIFG N. BANDING STALL BE IN ACCORDANCE WTM SHEET A-4, RF-I. RUN UNE COLOR BANDS SHALL BE 2' WOE. MAINTAIN 1' SPACING BETWEEN. B. JUMPER COLOR BANDS SHALL BE I WIDE WITH 1SPICE. C. START COLOR BANDS 1' BEFORE MAIN CABLE END. 7. FN. HYBRID CABLE SIZES SHALL BE DETERRED BY SAMSUNG RE ENGINEER. .E HMSO CABLE SCHEDULE SHEET RF-1, BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GOTT B. ALL HYBRID GBLE WILL BE SECURED M DIE MSG./ SUPPORT STRUCTURE AT DISTANCES NOT FIiGTONS WHICHEVER IS LESS. 4. VERTGLLY OR THE CABLE MANUFACTURER'S SPECIFWIM .RDNARE SPEORED IN THE HYBRID CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL SUPPORT, SITE WORK NOTES I DO NOT EXCAVATE OR DISTURB BEYOND TE PROP., LINES OR LEASE LINES. UNLESS OTHERWISE NOTED. 2. CO NOT SCALE BUILDING DIMENSIONS FROM OMR.. 3, SIZE. LCCAPON AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVGENTS S.LL BE ACCUMTELY NOTED AND PULED ON AS -BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARONECT/ENGINEER AT COMPLETION F PROJECT, ALL ERSDO�G COSIES. mums. COx0dTd5 ATHE ND FERRIC OWTERS.OWN 00N PUNS HAVE BEEN RESPONSBILOY WHATSOEVER A9 TTOFROM AVNGBIE CR THE TTHE SSUFFI RC C ACCURACY MEMNFOR.II. SHOWN USTMENT. CONTRACTOR SHALL BEBTIE PUNS RESPONSIBLE FOR DETERMINING EXACT LOGTON OFR OF THEIR REMO,. BALL EXISTING UTILITIES AND FACILRES PRIOR TO START OF DETAILED INFORMATION ONSRUCTIOONTRACTORLL60AINRUTILITY ITu.COG SCHEDULES AND METHODS 0 REMOVING OR ADJUT EXISTING UTILITIES. 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTITES BOTH HRBOMALLY AND VERT... PRIOR TO SAWN F CRSTRUCTON. ANY DISCREPANCIES R DOUBTS N TO ME INTERPRETATION F PUNS SHALL BE IMMEDIATELY REPORTED T ME ARCHITECT/ENGINEER FOR RES)U ON AND INSFURTHERHM AND NO FURTHER WORK SL BE PERFORMED UNTIL ME DISCREPANCY IS CHECKED AND CORRECTED se THE MEANS CONTRACTOR WILL HAVE WOWED AT HIS NGINEER. FAILURE M .CURE H INSTRUCTION/HER CAN RISK AND EXPENSE. 8. CONTRACTOR SHOODIGGERLK DIGGER HOT UNE FOR UTILITY LOCATIONS 48 HOUR PRIOR TO START 7 .L NEW NO EXISTING IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL UT BE ADJUSTED TO FINISH ELEVATIONS PRIOR T FINAL INETON F WORK. 8. GRADING OF TRHESTE WORK 5 TO BE SMOOTH N CONTINWUS IN SLOE VINO 5 TO FEATHER NM TIN E GRADING UNITS. 9. ALL TEMPORARY EXCAVATIONS FOR ME INSTALLATION OE FOUNGTRS, UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFELY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. 1D. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95X OF WAMUM PROCTOR DRY DENSITY. 11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPR VENDOR AREA M BE ACHIEVED BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 95X F STANG. PROTON DENSITY. SHOUU3 NOT THAT wHIOH CAN BEPLACED PROPERL COMPACTED THROUGHOUT TSCKNESS ENTIE DEPTH W. THECEED EQUIPMENT AVAILABLE. 13. ANY FILLS PEED ONE PBE ROPERLY BENCHEEDD THAT THE STEEPER THAN ID DRIZTE BY 1 GEOTECHNIGL ENGINEER. SLOPE 14. CONTRACTOR SHALL CILN ENTIRE SITE ONLY AFTER CONSTRUTR SUCH THAT NO PIPERS, RASH. WEEDS. BRUSH R AM OTHER DEPOSITS WILL REMNN. ALL .TERMS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED F OFT -SE BY ME CENRK CONTRACTOR. 15. ALL TEES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH ME IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR. 15. ALL SITE WORK SHALL BE GREFULLT COORDINATED BY GENERAL CONTRACTOR WITH LOCAL tm COMPANY, TELEPHONE COMPANY. AND AM OTHER UTILITY COMPANIES HAVING JURISDTON OVER M5 LOCATION. TIE MWLWBLMON TMTA.3 M Me SET C. CONSTRUCTOR ONWOBS 5 PROPRIETARY R NATURE AM' U. OR DISCLOSURE TIER TON MAT WHICH REUTER TO SORT G ERNFR SOIREES 5 STRATI" Pp9TA Sprint' Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 9803$ Office 206-7904655 PROJECT INFORMATION: THORNDYKE SE35XCODI 5201 SOUTHCENTER BLVD TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. A 02-26-14 N CD PRELIM INITIALS DHD B 04-01-14 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 VI STATE OF REGISTERED ARCI 11 WASHINGTON CT N SHEET TITLE: GENERAL NOTES SHEET NUMBER: N-1 REVISION: DHD PRaB 2014-035 G. FOUNDATION, EXCAVATION AND BACKFILL NOTES 2. J. ALL Hum. GRADED SLOPES SHALL BE A MAX WUM OF 3 HORIZONTAL TO 1 VERTICAL ALLY%WGVAVA YNNOMIEEPAAREDONTAL FOR O 1001 FROM CONCRETE SHALL BE OF UNDISTURBEDTERVAL OR _ SOILS, SUWITHOUT THE PRESE NCE OOF POUNDING FWATER. DENATURANY ING FOR EXCESABLE S GROUND WATER Nita B AND OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS TEHAI 95K OF THE MODIFIED PROCTOR MAJTIMIIM DRY DENSITY FOR ME SOIL IN .CNWDE WITH ASIM D1552. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGNIC OR UNSUITABLE MATERIAL. IF INAOEOWTE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL N ID BE EXCAVATED TO OS DEPTH AErt BE REPUGED WITHMECNNICALLY COMPACTED GRIN UUR MATER. OR HE EXCAVATION SHALL BE FLWI LED M CONCRETE SPECIFIED FOR THE NOABON. CRUSHED STONE MAT BE USED F THE SHALL SUBS,. EXCAVATION. ANY STONE SUB BASE GTERIAL, IF USED, SL NOT SU,. FOR REOUIRED THICKNESS OF CONCRETE Emum XXCAVATKNS SHALL BEST OF UNSUITABLE MA ETATN TRASH DEBRIS AND SO FILLING. RACK nu_ SHALL PRED MATERIALS SUCH ENTIN LOAM SANG CLAY, SAND AND GRAVEL OR SOFT SWLESMOVAs FREE FROM CLODS N URGE STONES OVER 2 1/2• MAX MENSIONS. ALL BACK FILL SHALL BE PUCE) IN COMPACTED LAYERS. MDBEFORE P.TON FILL FAC RIALS AND FOUNDATION BACK nu. REQUIRED AND C.P.TED To NOT LE. nuN 95S OF THE MODIFIED PROCTOR SINUS. DRY DENSITY FOR SOIL IN KCORGNCE WITH ASTM 131557. e. NEWLY PUCE, CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 22 HRS PRIOR TO BACK FILLING. THE FINISH N(0015H) ELEVATIONRADING SHALL BE SOF STAB LOPED N FOUNDATIPROVIDE ONS BH SLOOSMVE PE AWAY IN PREVENTALL DIRECTIONS FROM THE CENTER. FI ISH GRADE OF CONCRETE P H GRADE ELEVATIONS. PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATORS WHERE REDUIRED. 0 NEWLY GRADED SURFACE AREAS TO RECENT GRAVEL SHSL BE COVERED WITH GEOTEXTILE FABRIC TYPE MM-3401 AS MANUFACTURED -CONSTRUCTION MATERAL 1 -800 - 230 -3841-N AN GROVE° EOUIVAFNT, SHOWN N PLANS. THE GEOTEXI. FAHNIC SHALL BE BUCK N COLOR TO CONTROL M RECURRENCE N VEGETATIVE GROWTH ASO EXTEND TO WAIN 1 E ESY NONG N ELECTRICAL GROUNDING STEM PER 6 GREATER. ALL FABRIC SHAL BE COVERED W1M A MINIMUM OF a• DEEP CO.. I.E. FOOT TYPE Ne. 57 FN FENCED COMPOUND: FOOT TYPE No. 67 FOR ACCESS NNE AREA REMOVE ALL vEGETATIOH TNSGLsomsFAcToRy SOIL MATER.., OBSTRUCTIONS. AND DELETERIOUS MATERIALS FROM GROUND SURFACE. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN NTI 1 VEGL TO HORIZONTAL SUCH FILL MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE. to. THE ELL MATESUB RAI, OR SSOGI,ACMEE GROUND SURFACE U REQUI000, THAN PULVERIZE. REQUIRED FOR AND/N AERATE THE SOILS AND E-COMPACT PO E REQUIRED DENSITY PRIOR TO PUCEMENT OF FILLS. 11 WHICH N AREAS IEXISTING GRAVEL SURFACI G IS REMOVED OR DISTURBED DURING CONSTRUCTION OPERATIONS, REPLACE GRAVEL SUEAINC TO MATCH .L OCRAAVVELOSSURFFA SURFACING ANDRESTOREDTO THE SAME THICKNESS AND COMPKTON AS SPECIFIED. FA HALL E FREE FROM CORRUGI ONS AND WAVES. 12 EXISTING GRAVEL SURFACING GI BE EXCAVATED SEPARATELY AND RINSED TH THE CONDITION MA ANY UNEAVO/NBLE TO REUSE. AMOUNTS AAP .DrtICNN GRAVEL aE RESURFACING DELETERIOUS AS NE DED TO PEOVED A PRIOR COMPACTED SURFACE THROUGHOUT SITE. 5 13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACOON AND SUB GRADE ELEVATORS SHAL BEFORE GGVEL E THOROUGHLY COMPACTED ING IS P SAND ANY/ DEPRESSONS IIOR RESTORED. AN MEOSUBLOSEO0RAE SHBNL BE FILLED AND COMP.TED WITH APPROVED SELECTED MATERIAL. GRAVEL SNEKIRO GTE.. SHALL NOT BE USED FOR FLUNG DEPRESSIONS IN THE SUB GRADE. 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EWINERT LEADS WILL OPERATE. 15.NEAN STRUCS O/N UTILITIES RESULTING FROM CONTRACTORS NEGUGENCE SHALL BE EPNRED AND/OR REPLACED TO ME GAGERS SATSF2BOM AT NO 0DOOHAL COST TO THE CONTRACT. I MATERIAL FOR BACK FILL OF ME SHE S TOPSGL AND Ux AT INCLUDED S IN BYces GOVERN. AENCCIIESAAT NO ADTIONA COST TO ME CONTRACT. SITE ENVIRONMENTAL NOTES A, wORRESPONSIBLEE K ERfNMEO BE HONE Tors. HALL NE . ACCORDWC NTH ISSUED PERssME CONTRACTOR SHALL E RESPONSIBLE FOR PAYE OFEFN. AND PROPER E P FOR AREAS Ix ',OUTER. CONMKTOR AND/ E G MEGA. D SEDIMENTATION CONTNNSWRIxG CONSTRUCTOR FORPROTEC OR OEEAN ADAPENT PROCERRES. ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PUKE THROUGH FIN. JURISGICBGMI NSPECTN A RELEASE N SITE 3 CNMCTOR1NSTALL/ONs1R11NEC SSRY SEOIMNI/SILT CONTROL FENCINGNCINC AHD PROTECTIVE A THE W THIN � SITE DSNRBANGE PRIOR TO CONSTRUCTION. SEDIMENTNO SHALL BE .LOWED TO D AT THE PROPER.. THE CONTRACTOR IS RESPONSIBLE FOR TN° BEOUETE ME.UR OR CONTROLLING EROSION.IRON. SEDIENT CONTROL NCI DUIRED IN ANY AREAS SUBJECT N EROSION. TIE CONTRACTOR LTT SIDRAMA.O SITE D EROS. CONTROL MEASURES MN NNED NTHDOWN TRGM 91 TIM ES TH SILT ANOF SITE DRANACE. ANY INN s TO ADJACENT PPOPERIT AS A RESULT OF EROSION MILL BE CORRECTED AT THE CONTRACTORS EXPENSE. 6. CONTRACTOR SHALL BE RESPONGLE FN DIMLY INsp.7.5 Go ANY REPA OF ALL SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. CLEARING7. AND BE HELD TO MN. ON C TREES NECESSARY FD TREE EMOVAL SHALL BE N CONSTRUCTOR 0 LIY AS THE FACILITEE SHALL BE REMOVED. POSSIBLE AFTER COMHINC 000/ ME PROJECT FAXLMES AEONA=SIS ED A ESDON A5 S CONTRACTOR BY LOCAL, COTY AND STATE CODES AN ORDINANCES TO PROTENTATION CONTROL CT RES REOUNEDCOUNTY FROM SOIL LOSS AND TO PREVENT ACCUMUUBN OF SOIL AND SILT IN STREAMS ANL DRNNAOE STRAW LEANING THE SEDIMENT CONSTRUCTOR AND. AR.ECK MISINCLUDE SUCH MEASURES AS SILT ENHES, 1 RP OF AZES INDICATED SNAL CONSIST OF CLEAN, HP IN DUNIGTED ELETERIOUSDUALITY SUBSTANCEE FTREE OF S. DISDETINTEGRATED ALTER. D IC MATTER°FALL SOUND, DURABLE.UNIFORMGR STRUCTURAL STEEL NOTES 1 ALL STEEL WORM SOUL BE IN ACCORDANCE WON TE LATEST EDITION OF THE NSC MABUL OF STEEL CONSTRUCTION. STEEL SECTIONS SHALL BEN ACCORDANCE WITH ASTER AS INDICATED BELOW: RAPES: ASTM .92, 50 K51 ANGLES. AST/ A. .6. }fi ISO HSS 1 PIE SECTIONS, OSTIA .3-E, 35KSJ 2. NL EATERIN EXP05ED STEEL AND HARDWARE SHALL BE HOT DIPPED G.VAN1EO. 3. ALL WELDING FILLET BE PERFORMED USING E20XX ELECTRODES MINWELDING SHALLCONFORMTO C. ERE WELD SIZES ARE E UM SIZE PER ABLE J2.4 IN THE ARC 1ANGL OF STEEL CONSTRUCTOR. PAINTED SURFACES SHALL BE TOUCHED UP. NOTED OTHERWISE, CONNECTIONS FOR STEEL GRATING uG USE 5/8. ASTM A 307 BOLTS UNLESS 5. FIELD MODIFICATIONS ARE TO BE COATED WR H ZINC ENRICHED PANES CONCRETE MASONRY NOTES 1 CONCRETE MASONRY rt5 STU L BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRAVE N-1, (FM-1,500 PS). MEDIUM WEIGHT (115 PCF). 2. MORTAR SHALL BE TYPE S• (MINIMUM 1,800 PSI AT 28 DAYS). 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 BAYS. 4. ALL CELLS CONTAINING REINFORCING STEEL OR MBEDCED ITEMS ARD ALL CELLS IN RETAINING WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. N CROUING 5 STOPPED FOR 01 HEAR 1/LONL lASHOTI051 O TME UNSRNLTN 0(11 AWL BE FORMED BY STOPPNG ME f,ROUT PoUa ' PpFRMOST NO T. ALL BOND BEAM BLOCK SHALL BE MEP cur NR15. S. PRESIDE I.PECTION AND 4 -0 OF HEIGHT EI OUT HOT. AT BASE OF VECA CELLS GANG GROUT LLFTS EXCESS DIN 9. ALL GROUR SHALL BE CNSOUDATED WIM A MECHANICAL VIBRATOR, 10. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE 11. REINFORCING BARS - SEE NOTES UNDER .STRUCTURAL CONCRETE NOTES• FOR REQUIREMENTS. 12. 0NWIDE NEAR R DIAMETER (A MINIMUM OF 1/2•) GROUT BETWEEN MN REINFORCING AND MASONRY I3. LOOM LIFT GNBSTR.TN. MAXIMUM GROUT POUR E.1 IS 4 FEET. 1 4. H. LI. GROUTED CONSTRUCTOR MAY BE USED IN CONFORMANCE WM PROJECT SPECIFICATIONS AND S 21..13.1 G U.B.C. 1 DRAWINGS OR SPNCRETE BLOCKS SHALL BE FILLED SOW WON GROUT, EXCEPT AS NOTED IN ME 16 CO TUNING REINFO,cryp IMALIGNLENT, DOG. M FOOTINGS SHALL BE SET TO AWN WTI COMES TYPE. O ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTER AND JOINT 18. SAND SHALL BE CLEAN. SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST, LUMPS, OR SHALE, ALKG ORGNIC MATERIAL. 19. BRICK SHALL CONFORM TO AST I C-62 AND SHALL BE GRADE MY DR BETTER. STRUCTURAL CONCRETE NOTES 1. AL CONCRETE WORN SHALL E IN ACCORDANCE WN THE ACI 301-05, AC 318-05 AND THE SPECIFICATION FOR CAST -N-PUCE CONCRETE. 2 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSCOMPRESIREN./SIRENfc'.3.000 PSI AT 211 DAYS UNLESS NOTED OTHERWSE. 3. EINFOENG STEEL FABRIC CONFORM EEL SHALL CONFORM TO .TM 61 GRABS 0 DEFORMS NLFSS NOTED T1 H A 1EL S WELDED STEEL MIRE FABRIC UNLESS NOTED OMERWSE. SPLICES cuss 'a- um ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE 4. THEEFOLLOWING MINIMUM CNCRETE COVET SHALL BE PROVIDE) FOR REINFORCING STEEL UNLESS OTHERMISE N DRAWINGS: CONCRETE CAST AGAINST GIRT/ 3 IN. CONPNEE EXPOSED TO EARTH OR WEATHER: CONCRETE NOT EXPOSED TO EARTH N REATH. OR NOT CAST AGAINST THE GROUND: SAND WAL..............J/a N. BEGS AND caw., ............_1 1/z N. 5. A 3/a• COED AT nu EXPOSED EDGES OF CGNCREIE U.N.O. IN 000E000001 WTH ALI 30IMASECTION 4.2A PFOVI1 e. HOL. TO RECEIVE ANCHOR BOLT. COM, OR ROD µD SAIL E 1 MANCE...NS URGER RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE D.P.. LOCATE AND AVOID curTNG EXIST. REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SUBS. 7. USf AND INSTALLATION OF CNCRETE IXPANS.N..GE NNNOR. SHALL BE PER EEO 8 SNUFACNRNER'S ARMEN RECOMMENDED PROCEDURES. WEATHERPROOFING NOTES STANDARD CONSTRUCTOR SPECIFICATIONS FOR TIRELESS SITES 3.6 WGTHERPRIDOENG CONNECTORS AND GROUND KRIS: A ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUM RUBBER WUCOFNG D TAPE. 5 NSTNIATON MUST BE DONE IN KCOROWCE WITH THE MAN UF UFOCIUREVS RECOMMENDATION OR . SHORN N M DRAWINGS(WHICHEVERIS INSTRUCTIONS. NO DIRECTOR 5 PROVIDED, WEATHERPROOFING MUST BE DONE PER THEFOAL G 1. THE COAX. CABLE CONNECTOR NPLETELY WRMPE0 WITH 2 INCHNORWE.CTR1CAL TAPE OVER UPPING EACHIDE COROW CAD BSSEO AND APPROXIMATELY ' AND EMERGING PATT THE CONNECTION BY TWO INCHES AS DISCUSSED THE COAXIAL CABLE CONNECTION N LAYERS OF BELOW; OR 2 3. ELECTRICAL/BUTYL RUBBER/ElECTRGL GROUND EOAS DISCUSSED WBELOW; OR NON WIDE SEHE COAX. LF BAMLL.GTINGLE NTAPE COVERED W. TWOS ./EFS OF ELLFTWO LAYERS OF 1.5 FCIRIGL TAPE AS P 1.1.DISCUSSED BELOW. EQUIRED MAT.. COLD SHRINK TUBE. SPALERS AS NEEDED, BUCK ELFCTRMu TAPE-2 2. INCHES TOOLS: KNRE AND TAPE MSTEP 1: THOROUGH, CLEAN AND DRY EASURE SURFACE OF C0%ul CABLE AND CONNECTOR GREASE GO DIRT. MARK ME CONNECTIONN FEED (URGER DLAMETER) COG .L CABLE AT RLEASTN INCHES ABOVE TAW HECONNECTIONNS N As THE SPECIFIED START DIMEIN FOR THE COLD SHRINK. STEP 2: SLIDE THE GOLD SHRINK NEE OVER THE PE LARGER DIAMETER COAXIAL CABLE PRIOR TO G CONNECTOR IRA STEP 3, REMOVE WAX PAP EBHAf AND PRESS ONTO SCWtALFGBLE DIRECTLY REMOVE FROM WA% PAPER FROM ME OTHER SP THEM TWO SPACER HAVES WITH AHESE PORTIONS FACING EACH OTHER. PRESS LITHE SPACER EVES TOGETHER. THE SPACER WILL BE PACED NEXT TO THE CONNECTOR ON THE SMALLER EER CGXIA CABLE SIDE. STEP 4: SIDE THE COLD SHRINK TUBE OVER THE CNNECTN TO THE SPECIFIED START DMENSON MAR AND COAXIAL CABLE IN ONE FLGO SO THAT THE ED. Of NE 6 IN LIE SAMBME MAG. STEP 5: WITYOUR FREE HAND E THE CORE WILL BE REMOVED BY UNWINDING N A HAND, BEGIN DCMMSE DIRECTION WHILE LIGHTLY PULING ME ATTACHED CORD AWAY FROM ME TUBE. STEP B: USE BOTH HANDS TO CONTINUE THE UMMNDING PROCESS . THE COLD SHRINK TUBE BEGINS TO COMPLETELY REMOVEED LNTO AND ME MCOLD011. GSIHRNNETHE NBE 6 1HSTI PROCESS UNTIL THE CITE IS STEP EXCESS COLD SHRINK TUBE EXTENDING TWO IN REMOVED LEFT IN PLACE EXCESS COLO SHRINK K VIBE CAN BE CAREFULLY cur OE YATH STEP IB: WRAP OVER THE COLD SHRINK TUBE WITH NEUSER OF BUCKHES BEYOND S ELECTRICAL TAPE 2µ OR INCH MTH OVERLAPPING EACH BY 1/2 US NMT BE WRAPPED USING A SHINGLED EFFECT. THE UYER BALL BE GAPPED SO THAT THE ENDS NIE IN THE UPWARD DIRECT. CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER VA, BE EPELED AND NOT ALLOWED TO COLLECT ARO POOL THIS TOP UTER OF ALES (THE TAPE T WIDTH) PAST THE COLD SHRINK TUBE ONTO THE AUNDERLYNG GALE TAP SH.L BE T WRAPPED SO AT NO.1DS N AIR PACKETS ARE PRESENT. TAPE SHALL BE CUT W. A SHARP KNIFE. RUBBERBUTYL EWSEML. IREO BUCK ELECTRICAL TAPE-2 INCH WIDE AND BUTYLBUTYLRUBBER TAPE 2 TO 3 NOES WIDE 2. REWIRED TOOLS: KN SCISSORS. STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAX. CAB. AND CONNECTOR TO WUFAY ALL GRAND DIRT. WRAP CONNECTOR/GRITCONNECTOR/GROUND KIT W. TWO LAYERS OF BLACK BECTOINIGL TAPE-2 INCH MOM WET Y 1/2 THESE UTERS OF N'NT ENOUGH SO THAT NO VOIDS OR AN PACKETS ARE PRESENT AND MUSTTW NIPTHE WNNECIOR/GROUND KIT ON EACH SIDE. O ROWS SHALL BEMPUED,ONE NGCHDIRECTION. WITH THE TOP ROW SHINGLED TO PROMOTE WATER RUNOFF, STEP 2: WRAC CONNECTOR/GROUNDRUBBER TAPE (2 N 3 INCHES WIDTH) OVER ME BULK ELECTRICAL OW BY GPROX1INTELY I/O INCH, THE BUTYL RUBBER TAPE E MUST E%TND OVERLAPPING 3 IN HESL(THE TAPE TOTH) PAST THE ELECTRICAL TAPE AND COME IN GOOD CONTACT WITH THE UNDERLYING CABLE. ON CONNECTORS, WHEN WEATHERPROOFING FROM THE MAN UNE TO THE JUMPER. BBIID UP THIS AREA WITH IXIM BUTYL RUBBER TAPE TO INSURE A SMOOTH TGNSTION FREE OF VOIDS AND NR PAC.TS DOWN TO THE SMALLER DIAMETER GB.. EP 3: MAIM CONNECTOR/GROUND PT CT./ TAPE 2 INN MTH OVER1MPNG EACH ROW BY t WIGGED USING A SHINGLED EFECT. M ER SOUL BE WRAPPED SOFT. TIE ENDS ARE IN THE AND NOIRECT5N CREATING A SNINGLLD EFFECT ECT WITH THE TAPE SO WATER *ILL BE REPELLED OT ALLOWED TO COLLECT AND POOL THESE TOP UYEE OF ELECTRIC./ TAPE MUST wan, TWO IMCHES (THE TAPE ADM) PAST THE BUM RUBBER TAPE ONTO THE UNDERLYING CABLE. AL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO WIN N AR PACKETS ARE PRESENT. THE UST HARM OF TAPE SHALL NOTE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT NTH A .ARP KNIFE OR .ISSORS. PROCEDURE. REWIRED MATERMU SELF -AMALGAMATING TAPE - 1.5 INCHES WOE AND BUCK ELECTRIC. TAP - 2 INCHES MOE. 2. REWIRED TOOLS: KNIFE OR SOSSNS. STEP I: THOROUGHLY CLEAN AND DRY ME SURFACE OF COG. CABLE AND CONNECTOR TO REMOVE AAL GREASE AND DIE. THE CABLE STHE TEP 2: START WRAP.. SELF --A SURE KWNTING TAPE ONSTEP1 MINE STTRETNNG TAPE.. E E TAPE 6 OE ME TA TIGHT CONNECTOR/GROUND LEPST 2 INCHES FROM D THEMM CABLE. MAKING .RE THE TAPE IS GAPPED ONTO Y ADFERE TO ITSELF (a 7 COG 5 INCH OE)E WRAPPING THE GOLF ADD CONNECTOR/CRRUIWND NTT US1NG HALL OVERLAP sreu 5, TRW OVER AND PAST THE CNNECIN/GPON0 KIT LEAST 2 STEP 6: TO TERMINATE THE SELF-AALGWATNG .PE. WRAP THE TME AT (LEAST NE FULL ROUND OVER THE W TAPE THE TATIGHT. CUT TTA.1 NO KNIFE OR SCISSORS AND APPLY THE LOOSE END TO THE UNDERLYING SELF-.MLGAAATNG TME USING THUMB PRES.RE STEP Z: ISO ROWS OF . THE TSL LAYERNG TAPE SAU. BEHALL BE APP WRAPPED SO E0 IN THAT THE ISFU ALTERNATING EROS MIN AN PWARD DIRECTOR CRATING A SHINGLED EEECT ACTH THE TAPE SO WATER WILL BE REPELLED. STEP 8: WRAP OVER SELF -AMALGAMATING TAPE WITH TWO UTE. OF BLACK E.CTRIGL TPE- 2 INCH WIDTH ...APING EACH ROW BY 1 INCH. ME. TOP TACO LAYERS MUST ALSO E WRAPPED USNG A SHINGLED EFFECT. ^ E U EELS LL BE WRAPPED SO THE ENDS ME THE UPWARD DIRECTOR CREATING WATER MLL BE REPELLED AND WOIIFCT IANND POOL THESE TOP LAYERS OF E05 001 G. TAPE MUST EXTEND TWO T N.. (THE i MOTH) PAS ME SELF-AMAGASTNG TAPE ONTO THE UNDERLYING CABLE. ALL TAMS OFFTAE SHALL BE WRAPPED SO THAT NO VOIDS OR NR PACKETS ME PRESENT. THE OAST WRAP OF TAPE .ALL BE PULLED N STRETCHED. ALL TAPE SHLL BE CUT WITH A SG. KNIFE N SOSSOE. INFORMADOR GOWNED IN MIS SET OF CONSTSUCTION 000.11ORS IS PREGET. NY NG. MY USE OR DISCLOSURE ODER DM MAT WHICH RELATES TO MG GARNER SERVICES 6 SMOLT INIDIETTED. SP ri nt® Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 9806E Office 206-790-4655 PROJECT INFORMATION: THORNDYKE SE35XC001 5201 SOUTHCENTER BLVD TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. A DATE 02-26-14 DESCRIPTOR CD PRELIM NRDALS DHD B 04-01-14 CO FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED VI STATE OF ARC H. WASHINGTON CT N SHEE I TITLE: GENERAL NOTES SHEET NUMBER: N-2 REVISION: OND AR. • GENERAL NOTES ALL PROPERTY NDARIEN ORIENTATION CIF UµDNdITTN�N SATELLITE NCL HALT -WIDTHS NAVE APPROXIMATE PMCEIIji L DARE SOUTHCENTER BLVD T^8- ill OVERALL SITE PLAN I I INE MEORIATION =NAMES IN THS SET OE CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR INSCIASUIN OTHER M. THAT WHICH RELATES TO SPRINT CARRIER SWAGES STINCRY PROHIBITED. Sprint' Select Site Acquisition, LLC F.O. Box 1292, Maple valley, WA 98038 office 2I6-790./6.55 PROJECT INFORMATION: THORNDYKE SE35XC001 5201 SOUTHCENTER BLVD TUKWILA, WA 98188 KING COUNTY ISSUED DATF: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS DATE A 02-26-14 DESCRIPTION CD PRELIM MONS DHD B 04-01-14 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARC VI H. STATE OF WASHINGTON CT N SHEET TITLE: OVERALL SITE SHEEI NUMBER_ A-111DH20-035 REVISION O' BASED EQUIPMENT AREA TO REMAIN GENERAL NOTES ALL PROPERTYoNENTASON OFM UENNORTH AND >�I+ttT HALF-mmo HAVE ROXIMAN OBTAINED FROM A TAX TF. PARCEL R eAIELLrtE 0 ME //LH-tit/4- /iIIIIIIIIIiIIIIIIIIIIIIIDp1 EXISTING SPRINT CABLE TRAY TO REMAIN — PREPARE FOR NEW HYBRID CABLE AS REQUIRED 4i1 =i OI1I I IIINIII1IIIIIj ENLARGED PLANS & EXISTING EXTERIOR EDGE OF LEVATIONS BUILDING ss-.DC SCALE vs- - - .SCALE: I/1P-P-0. 8 8 ♦2 0 ENLARGED SITE / COMPOUND PLAN I 1 INFORMIVION CONTAINCO 101 THIS SET CP CC•STRLCIION COMMENTS PRCPRILYARY Peof•f. Mff USE OR ISSMOSURS OMER RPM THAT SII.82H REIMS TO RIMINI CIAPIISR SOGICIM IS STRICTLY PROHOBED. Sprint® Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 O84ee 206-790-4655 PROJECT INFORMATION: THORNDYKE 5201SE001 0 5 EN` TER BLVD TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION NIIYL A 02-26-14 CD PRELIM DHD B 04-01-14 CD FINAL DHD NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARC I ECT VI H. STATE OF WASHINGTON N SHEET TITLE: ENLARGED SITE SHEET NUMBER: A-2 REVISION: DHDP PRO" D, 4 / �.� . (E) ±12' WIDE COAX SHROUD TO / GAMMA SECTOR ANTENNAS (E)11T-0r%20.-0" I _` X313H ----_2313H ---X313N — SPRINT EQUIP. X313H ELEVATED — ROOFTOP \ , (P) SPRINT IAMBS & BBU ---�- 11 PROPOSED SPRINT HYBRIFLEX CABLE TO NEW 2.5GHz ALL EXISTING SPRINT GROUND ANTENNAS '• E'--� / I I BASED EQUIPMENT TO REMAIN - NO ADDITION SPRINT EQUIPMENT INSTALLED AT THIS TIME %313N �X31Y1 �1n 3H =�= �• �__', ■ p '- PROPOSED SPRINT HYBRIFLEX i I CABLE TO NEW 2.5GHz 1- PLATFORM WITH CABINETS STAIRS AND �= RAILING (TYP.) II (E) SPRINT (3) HYBRID, ROUTED AT=�� (E) CABLE TRAY (1 PER SECTOR). =_ _'1 E SPRINT 200A SPRINT COAX ROUTE TO ALPHA AND () BETA SECTORS TO FOLOW (E) ROUTING -- PAC AND TELCO CABINET Ara (E) SPRINT GPS n ANTENNAPIPE MOUNTED COAX COAX TO RACK POST (E) COAX RACK AT BACK OF RF CABINET r ANTENNAS _0 EXISTING EQIIPMENT PLAN I 1 ;- 1/8 : 22„::'„: € ;;:''-'" PR POSED TEMP. EQUIPMENT PLAN 12 , ,. 3 2 1. 0�,. 4 •1 (E) ±12F WIDE COAX SHROUD TO GAMMA SECTOR ANTENNAS A" () - X313H �X 313H E 1II-0•X20'-0Tm. 313H —X X3U SPRINT EQUIP. .------____ ELEVATED X31}I ROOFTOP � �X31-,, � ��� PLATFORM WITH (P) SPRINT MMBS & BBU STAIRS AND NOTE: STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALIAPON OF NEW ANTENNAS, NEW RRUS. & NEW CABINETS/TEMPORARY PLATFORMS. STRUCTURAL ANALYSIS PROVIDED ON BEHALF OF SPRINT CABINETS RAILING (TYP.) (E) SPRINT (}) HYBRID, ROUTED AT sass(E) SPRINT 200A (E) CABLE TRAY (1 PER SECTOR). _�� PPC AND TELCO \II SPRINT COAX ROUTE TO ALPHA AND W " CABINET BETA SECTORS TO FOLOW (E) ROUTING --a==_ IJ / / I x f ....._ +r (E) SPRINT GPS ANTENNA PIPE MOUNTED EXISTING ITEMS TO BE REMOVED CDMA ANTENNA 0 COMA CABINET 0 BBU CABINET 0 MICROWAVE CABINET 0 COAX CABLE 0 TO COAX RACK POST i (E) COAX RACK AT BACK OF I RE CABINS 1 1.-- PROPOSED EQUIPMENT PLAN 13 ++2:%e:0^ NOTES / REMOVED ITEMS 14 SCALE: • 4 3 2 1 0 4. Sprint Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 90038 Ocoee 206-790-4655 PROJECT INFORMATION: THORNDYKE SE35XCOOI 5201 SOUTHCENTER BLVD TUKWILA, WA 98188 KING COUNTY 'SSUFD DATF: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INRIES A 02-26-14 CD PRELIM DHD 8 04-01-14 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED VI STATE OF ARC CT H. N WASHINGTON SHEET TITLE: ENLARGED EQUIPMENT PLANS SHEET NUMBER: REVISION: EXISTING PIPE MOUNT - PREPARE FOR NEW ANTENNAS I ESE�(270' SECTOR "G" AZIMUTH) EXISTING SPRINT 1900MHZ QUAD ANTENNA W/ 1900HMZ RRU (1 PER SECTOR ^ - TOTAL OF 3) (E) ANTENNA EXISTING PIPE MOUNT NON -PENETRATING FRAME - PREPARE FOR NEW h TO REMAIN ANTENNAS off' �IW EXISTING SPRINT Im 1900MHZ QUAD 51' ANTENNA W/ 1900HM2 i�A RRV (1 PER SECTOR - Sly' TOTAL OF 3) — EXISTING CABLE TRAY ON ROOF - PREPARE FOR NEW HYBRID LINES (P) SPRINT 2.5GHz L.- PANEL ANTENNA lap off% �IW MOUNTD ON (E) 3Vt•' Im O.D. PIPE - 1 PER �i10 SECTOR, TOTAL OF 3 cla P) SPRINT 2.5GHz RRH SP SECTOR "G" ' is' MOUNTED ON (E) 31r O.D. PIPE. PROVIDE PIPE ADAPTER KIT TO SUIT IF NECESSARY - E �270' AZIMUTH) I� 1 PER SECTOR, TOTAL OF� I I — ,I (F _ r)�p CTOR 42/410,7N�� EXISTING PIPE MOUNT - PREPARE FOR NEW ANTENNAS EXISTING SPRINT 1900MHZ QUAD R UR E(ANT1JAPER SECTOR Z TOTAL OF 3) JR— Af.CTOR - 2a'. SCAULEE' '/3/e - 16 "1''-D-D•• am. EXISTING ANTENNA PLAN I 1 • r se 'Tia' = r=o � PROPOSED TEMP. ANTENNA PLAN Z a (P) SPRINT 2.5GHzsles PANEL ANTENNA I-. I-. MOUNTD ON (E) 31i", -al"' oti 0.D. PIPE - 1 PER �I� SECTOR, TOTAL OF 3 la.Il N y / p � p SPJ SECTO E (270' AZIMUTH)R"G" A "1 AID ,'' \�., lie EjE( SECTOR 'G" ='�i/ �� (270 AZIMU 1 /_ I1� �II BIRD I FlAGPIXb AND TOWER SITES BEFORE INSTALUTION OF NEW ANTENNAS. NEW MS. h NEW CABINETS/TEMPORARY STRUCTURAL MUST BESPREFORMED PLATFORM.s BYN GENERAL ROOFTOPS, Nam isnSG ANTENNAS ARE COMA UNLESS NOTED OTHERWSE. NEYI BPMNT ANTENNAS INCLUDE RESPECTIVE RRUS WHICH SHALL BE MOUNTED ON THE PPE BEHIND THE ANTENNA SIMILVI TO THAT SHOWN ON DETAIL 1. SHEET A-6. FIELD VERIFY DIMING AZIMUTH BEFORE RELOUTING THE ANTENNA. IF REQUIRED. PRIOR APPROVAL FROM SPRINT TO BE GRNrtED BEFORE RELOCATION OF ANTENNAS. �MIUlHS ME TO BE ESTABLISHED CLOCKWISE FR. THE TRUE NORM HEADING. CONTRACTOR SHALL VERIFY NEW ANTFIIXA RIO CENTER AND ORIENTATIONS WITH SPRINT PCS PRIOR TO INSTALUiX)N OF ANTENNAS. PRIOR TO ATTCAPABLE ACHINGING NEW MOUNTING REFER W COSTING STRUipNITONERORAL ANALVSIS BY �UI� MUST BE ANALYZED BY A LICENSED STRUCTURAL REFER TO TOWER SIRUCIUAL EHDINEER TO ADD. TOWER WLUL0110N5 FOR W0IRONAL LOWS. NO ERECOON O MOOIFMATION OF TOWER SANL BE 080E WRHGIT APPROVAL OF 511u6NRAL ENGINEER. 75 CH; FOIIIPMENT ONLY RRU / HYBRID CABLE SCHEDULE SECTOR RRH uwEL RRH FRE UENLT RID CA IDEA NGTH LE N T AMETERLE iBRIO CAB RIPE SZER JUMPER 111Gn1 RET LENGTH NEI CABLE M ER REL CABLE NUMB MODEL NUMBER 250Hz RRM (1)2 Iw I/3• `NUFACNR IRET AISCv2.O BETA 2.5.2 RRH (I)2.5GH2 60' 1/2• a COMMSLWE GAMMA 2.SGHz RRH (1)2.SGHz 60' I/I• 6st 8.9' COMMSCOPE IRET AISCJZ.O Mr I P) SPRINT 2.5GHz RRH ANTENNA SCHEDULE MOUNTED ON (E) 3i" 0.D. PIPE. PROVIDE PIPE ADAPTER KIT TO SUIT IF NECESSARY - 1 PER SECTOR, TOTAL OF 3 a c �rDR�®, Ply 5ECTO ANWNNA fREWENCY NN N*- ANTENNA wA5641 AZIUUIH RAD CENTER ANT. SIZE ELECT TINT MECH TILT ALPHA 2.5 .2 - ET-N-wA-Ia-ED-BP 1 (PER SECTOR) 110. P..-0• SS,- BETA 2.5 GH2 ET-X-W4-1e-65-EP I (PER SECTOR) 270t P35.-0• 66.Z. 0 0' GAMMA 2.5 .2 NNW ET-N-RY-IB-65-6P 1 (PER SECTOR) 1 P30-0• BB.T 0' 0 ,rTSFCTQR 1 `" E' '/16 " ' ° PROPOSED ANTENNA PLAN C NOTES / ANTENNA SCHEDULE 4 . Y SC, /- - 30• 8 NEVINATEN CONT.. IN THIS SET ci CONSIRUCTION rOCULENTS PROPRIETARY Pt NATURE. NM USE OR 00CLOSURE MGR DIAN ..AT sm. MATES TO SPRINT CARRIER SERVeCrs sTRETLy pRomMITED. Sprint' Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 980311 Office 246-790-4655 PROJECT INFORMATION: THORNDYKE SE35XC001 5201 SOUTHCENTER BLVD TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REV)SIORNI REV. CATE A 02-26-14 N CD PRELIM NULLS DHD B 04-01-14 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARC • VI H. STATE OF WASHINGTON CT N SHEET TITLE: ANTENNA PLANS SCHEDULES SHEET NUMBER: A-4 REVISION: DHD PRaB. 2016-035 • EXISTING SPRINT 1900MHZ QUAD (P) SPRINT 2.5GHz PANEL ANTENNA ANTENNA W/ 1900HMZ RRU (1 PER SECTOR, TYPICAL OF 3) MOUNTED ON (E) 3h'0 0.0. PIPE - 1 ®' PER SECTOR, TOTAL OF 3 Tr,. YA IN MfO` in(P) SPRINT 2.5GHz RRH MOUNTED ON (E) 3O' 0.0. PIPE. PROVIDE PIPE ADAPTER KIT _ - -r _ _ _ _ ' ' n'wMFOM100M NIPTO SUIT IF NECESSARY - 1 PER SECTOR, 1i' irT' ' rT' TOTAL OF 3 1 r' 1 n iI 11 - II 1l ��i�' Qla.o ' V 1 + 1'L1� ,�'C'�l1 111111 WOOF0= �r '+L L' EXISTING SPRINT EQUIPMENT - 1 rr PLATFORM ON ROOFTOP ' II�y� 1 + rEXISTING BUILDING .r i%i1 trJJ r'l' 1 / -/--', \ / / EXISTING BUILDING / i Et 1 >71 f 1 c 1 WEST ELEVATION zz'.37. SSE 3/64' -' -° /ar - 1 -0' e a e• WEST EXTERIOR ELEVATION 12 (10a0T00 : (P) SPRINT 2.5GHz PANEL ANTENNAAft /MOUNTD SECTOR, oOTAL )OF3 O.D. PIPE - 1 PER aW.1 ,na 5'+' 1 ' '1 1( C� _ _ �OFO•O�aN.ziP Y i i �1 i + r 1 3 I -(P) SPRINT 2,50Hz RRH MOUNTED ON (E) in 1 1 1 I i' z.� R'i - 3)}' 0.D. PIPE. PROVIDE PIPE ADAPTER KIT + l'+ i ;J r Est 10 SUIT IF NECESSARY - 1 PER SECTOR. NIP r rt' r 1 TOTAL OF 3 V)r00OF MAIM A r 1 +r ....aNro V '1 tT' .ay.s+r r' EXISTING SPRINT 1900MHZ QUAD ANTENNA W/ 1900HMZ RRU (1 '' L PER SECTOR, TYPICAL OF 3) d% . t' EXISTING BUILDING 11117 I� NOTE `\ / \ `\ \- / ` \ \ \ / \ \ \� MAX JUMPER LENGTH = 10' \� \ s„,:s,s. \„:<: \� \s \� EAST ELEVATION 1 " "',` SCALE: `" , '/16 - ' .-0 EAST EXTERIOR ELEVATION 14 '. T SCALE: IN - P-O' ! E 2 !' THE IIIECIOARTMI CONTAINED TH• SET Of CONSTRUCIPI OCCIAIDOS PRCIRETARY at NATURE. AMY USE OR DISODSURE OMER MAN THAT M. REUTES TO SMUT CARRUI SEMMES IS STRICILY PRI34611.3. Sprint® Select Site Acquisitioon�,LLC y P.O. Box 1292, Valley, WA 9803$ Office 206790-/6SS PROJECT INFORMATION: THORNDYKE SE35XCOOI 5201 SOUTHCENTER BLVD TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS RC/.LATE A 02-26-14 OESCRIPHOH CD PRELIM u_ DHD 8 04-01-14 CD FINAL DHD 0 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED VI STATE OF ARCI II WASHINGTON CT N SHEET TITLE: EXTERIOR ELEVATIONS SHEET NUMBER: A-5 REV1510N. ITT 0110 . • A MANELKTURER AM (WN UT (IT)PIPE -SS-WP NI N1.] DIMENSIONS: 69.7% ¢- M ..3 REFER TO RE DATA SHEET \FFF W/ IRE SUBJECT CHANGEOUT NOTCE Ea Tx RF CONNECTOR "i, MP) BOIION PULLED EAOMAPRRELINNARY PRODUCT DATA SHEET EHONS 055 „ ,,, SCALE: NOT TO EQUPMENT DETAIL I 11 ,,,• SCALE: NOT TO SGLESC'S EQUPMENT DETAIL 2 11 „17. SCALE: „OT TO SE ANTENNA MOUNT 13 1 + +4• suLE "mo :o ANTENNA DETAIL 14 PROPOSED SAMSUNG BRH NEW ANTENNA PROPOSED MOUNTED NRN MOUNTED �BHINO EXISTING 01MOUNT•' WTI _-- IIII 111111111111111 III dim 2.5c ` RRU W/ ERcGUAR° r0 0 0 0 O O N �/� BS (]]IxO) SPECI DIMENSIONS: ,Ls •M ieLa• M s.u• - E W/ OUT Komi OUTPUTRE s ARE werEa TO CHANGE _ - 0 0 0 0 0 0 o u o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0E o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o-o-o-o-o 0 0 0 o 080800080 0000o 0 0 0 0 80000000000 /:• 0°0°0°0°000°0°000° o°o°0°0°00000°0°0° °o°o°o°o° RF wmEE 800080808080800080 800000800800800000800000800 OHO �O �O �O�O�O�O�O� � O O 0 0 o o O O 0000 O O O O O 0 o a o o O O 0000 O O PROPosm L, .,.,...,., !,I ci_• ~>• ~} • EMSWGHARDWAREAuOUNnxc 'W I III 1.� .Y rpl SEE DETAIL FOR Komaau ORNATION P�rsoPosEo s4'. ��i�] •• 39I+?' _? .... 'Ir ANTENNA PER S R OUTPUT �Poars - MIxI ON 000000000000000000 _ �O / OOOOOOOOOOOOOOOOOO �l _ _ __ --- '-A0s"EEOSoinw"ENNA PROPOSED uwEc RR PROPOSED Ammo.. MEW MOUNTEDBEHIND 4 SANSUNG MOUNT. FORMATION W BRKNEf n HARDWARE PIPE MOUNT _rr BOTTOM REAR SIDE MANUFACTURER O VO O O O O 0°0°0°0°00°0°0°0° — °°°°°000000000000 O O J 0°0'0'0'0'0'0'0'0° 020280,020202028280,, N O O O FIBER MPO CONNECTOR oc PD,NER ` CONNECTOi "S NOT TO SGLE I i .n S O SGLE 2.5GHZ RRU MECHANICAL SPECIFICATIONS 16 SGLE s;-„, WALE NOTSGLE: NOT TO SCALE RRU POLE INSTALLATION DETAIL 18 SPRINT BTBR 2.5RADAR FILTER -0 N,Tnno M INPUT INPUT POWER: SOW AVERAGE ° USE MMEEMEMM ,NELSLT. -Io0000000r RADAR FILTER � 11.11 FILTER BRACKET ° I BRACKET Plug Mouxr ARouNT ' 1,1; EXISTING 0 1-�_ PPDNDR I PIPE 226..- SCALESCALE N�: ,a N 25G RADAR. FILTER EQUPMENT DETAIL 10 u xSCAI_Er.IE NNOTOT TO SSGLE CALE NOT USED 1 12 FORINTION OONTANED IN THIS SET OF BY TURE. ANY USE OR DISCLOSURE OMER IVAN 'VAT WINN REGTES TO SPRNT CARRIER SERTKOTS IS STRICTLY PRONINTED. Sprint® Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJEC' INFORMATION: THOR.NDYKE SE35XC00I 5201 SOUTHCENTER BLVD TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE A 02-26-14 DESCRIPRON CD PRELIM WM. DHD B 04-01-14 CD FINAL DHD D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 RFGISTFRFD VI STATE OF AR f1 WASHINGTON f CT N SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: A-6IND0�a REVISION: 2. • 66 TYPICAL HYBRID CABLE COLOR CODE SUPPLER SUP SAMSU MODEL NUMBER SECTOR FIRST RING SECOND RING 1HIRD RING RADIUS WEIcGT/Lf TYPE I TYPE 3 TYPE 3 TOLE . TOLE 5 TYPE a G. ] 1VPE (� ) TOTAL LE3IGTN _1-9 5. _,eo-5.. _213-3.OS.. _282.-5.�R _ 2 - _420-0. _SSD-G. A GREEN _ NOTAPE NO TAPE TYPE , 30'-135' 1 ]5 t /6 AMC HYBRID POWER LLG CONFIGURATION AWG 12 J NM A. 1013 PAIR AWG IS 1 A eD 12 PAJRR A AWG 6 3 PNR PAIR AA. 9 1 2 R ABC 6 3 PAIN A. 4 3 PAIR GREEN G GEG GEER GREEN CABLE OMNEIER 098. 1.06" 1.16• 16•/1.25' 1.25• TYPE 2 136-225 1.5 1.5 /6 AWG BRADIUS 1111. 12.99 15.35' B 71 ,BOO•/30.00' 21.0./35.00• FREQUENCY COLOR CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE ovnL CABLE LC/PC-to-LC/PC. SINGLE MODE 1440 3 226'-]90' LE. TW! 2 2.0 04 A.DUG creu TERMIWLN W. SIZE AWG 4) 2 PAIR POWER AND OPTIC CAKE W. PE PIPE FNEOIENCY COLOR CODE FIRST RING SECOND RING 2.5 O17 YELLOW RED RRU SPEC ows• 0.4e. a AWL uaEs 4 PAIRS TYPICAL JUMPER CABLE COLOR CODE N OPTIC USE vow AN PROTECTION LE POWER CABEAND W. PE PIPE O CABLEAND OPTIC CABPAIR LEINO�WPOOPTIC CABRLE ITH PE PIPE PE PIPE PE PIPE 2 PAIR POWER .3L AND�WOi OPTIC POWER WITH PIE PIPE E WITH PIPE FREOUENCY ANTENNA PORT Rau PORT CBLUE PC51 -45' ANT 0 PCSI A45' ANT 1 WHITE 2.5 GH2 P.2 -45' ANT 2 CREEN PC52 ♦AV ANT J BROM RET RED 2— '4 115(1 SCALE: NOT TO NOT TO SCALE COLOR CODING 1 I 21;:34. 5 . N. TO S HYBRID CABLE TYPES 1 4 1 3/1 SPACE 7/6• SE ]/e' SPACE . TAPE 1 1 3//21 TAPE SPACE CONED RING AC THIRD RING BETWEEN HYBRID 1 3/4• TAPE 1 J/4. TAPE 1 3/l. SPACE FAEWEN�Cv COLOR FREQUENCYCOLOR BFROMREAK-OUT CDi OF UNDER 1 SA• TARE RING RING BE1WEEN E (IF APP.... PER S T,EEN (IF APPLIGBLE PER CABLE COLOR CODE FIRST RING SECOND COLOR FIRST RINGS RINGS MID CODE HYBRID COLOR CODE SECTOR) SECTOR)FIRST RING ]/e" SP E ]/e" SPACE 1 ' TAPE AC SECOND RNG4. TAPE NG AC 3TH4RD RING RING BRN� OF IPPLMIBLE PER BImN�N OF MPUGHLE PER SECTOR) SECTOR) (4) PAIR COPPER _� , L._ 11 - 1 L.L.. ICI _.B I1 fI IL...1.1.1111.1).: 1.. I:UI'1'ILLI 11'1:100'P P�%iii �iii iiii :iiii iiiiiF•ii AN • .,. . _: .. - .. L - ':.:_::.- • ••i.•i�0.OipOL•♦ NOiii0 : .: ::._-_: .{JIJ ..........:........... - P•• •..••0•iii• •4•••O• (6) FIBER CABLES I 1 //1 \ 1 J HYBRID COLOR HYBRID COLOR CODE) HYBRID COLOR CODE) NO SP.E BETWEEN) `FREWENCY COLOR HYBRID COLOR CODE) COLOR CODEI TAPE AROUNND—NYBRD GAOL TABLE DE ((SEE TABLE TAPE (SEE TABLE TAPE ((SEE TABLE CABLE. 0 CABINET TABLE TAPE FOR TAPE FOR TABLE TAPE FOR F R DETAILS) F R DETAILS) f R DETAILS) FORD AILS) FOR DETAILS) FOR DETAILS) MIN. (T'P) t J/a' SPACE - TAPE RING ]/e' SPACE C.. TAPE 1 RING ]/e" BPACE 3/RD• TAPE RM BETWEEN RYBRIO 13/A' TAPE t 3/4. TAPERING ]/8. SPACE 1 SECOND BRIN4. TAPE G 7/BSENAC 3THAIRD RING 1 J/� CAPE CABLE COLOR CODE I I01: CODE 1XYBRD COLOR CODE) NO T0542 ABLE CAPE O(SEE TABLE LODE AILS) F R DE1Nt5) FOR DETAILS) HYBRID CABI E CONNFCTION AT CABINFT FOR DETAILS) MIN. (M) , 3/4• TAPE 1 3/4• TAPE 1 3/4• SPACE _ SECOND RING nos' RING BETWEEN GBLE COOS 1NIRD RNG DR FREQUENCY CODE Q BoOD COLOR ANCOLFR moi GeLc / /B. SPACE �FRE NOTE: i iT A<L L e t M:KEEAT THE SAND WDN 2" COLORED TAPE OR STENCIL TAG 2 FROM RRU AN ENNA N 2. THE JUMPEREND OF FIRING. APPROXIMATELY THE GBLE ANO SPACED 3/4• SPICE 33/4 TAPE 1 3/4' TAPE FROM AN D CONNECTOR. WGTIERPROOFING.ORF BRGK-CAIT GUNDER. WITH 1- SPACE BL2WtLN 3. THEHYBRIDCABLE COLOR SHAD. BE APPLIED IN ACCORDANCE WITH THE TYPICAL HYBRID CABLE 3/4 TAPE mcANCABLE CODE HR.RING SEC D RI COLOR /6• SPACE THIRD RI,C COLOR UG FREQUENCY COLOR FREOUCOOECOLOR INDIVIDUAL CODE' 4 POWER PAINS AND FIBER ECAB FS SHLLl BE LIBELED WITH BDTI THE HYBRID GBLE ♦ GBLL E COLOR FOR THE RESPECTIVE SECTOR AND A FREQUENCY COLOR COOS IN ACCORDANCE WITH THE FREQUENCY COLOR CODE FOR PAIRS AND FIBER GBLES OF HYBRID GBLE' TABLE ABOVE. SEPARATE THE HYBRID CABLE COLOR CODE FROM THE FREQUENCY COLOR CODE. 1 OF JUMPER FROM ANTENNA 6. SPACES.LOLOR RINGS FOR THE FREQUENCY CODE SHALL BE PLACED NEXT TO GCH ORNER WITH NO ] APES) SN POSSIBORO NONDUAL GBLES,LLANO THE BiAPE 511111 BEMKEPT IIN TIE SANE LOGTpN A9ENUO1 AS e. COLOR BAND ON JUMPERS SHALL BE 2• WIDE WITH A 2• SPACE. JUMPER CABLE CONNECTION AT RRU AND ANTENNA 22".3l" SCALE: NOT TO SCALE , . HYBRID CABLE COLOR DETAIL 1 12 FORMABON WNW. M THIS SET OF coosrournoo OGGIAAENTS PROPRIETARY Wt NATURE Mr ir USE OR DOCLOSURE OTHER MAN .AT WON RELATES TO OMNI CARWER SEMLER IS 5-1741.11 PROMIMIL Sprint® Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 9803M Office 206-790-4655 PROJECT INFORMATION: THORNDYKE SE35XCA01 5201 SOUTHCENTER BLVD TUKWILA. WA 98188 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION LMMLS A 02-26-14 CD PRELIM DHD B 04-01-14 CD FINAL DHD D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 4/3 REGISTERED ARCh CT VI H. N STATE OF WASHINGTON SHEET TITLE: ANTENNA AND CABLE DETAILS SHEET NUMBER: RF-1DHO REVISION: B 2D1_ ♦ I ♦ 4 Fl FCTRIGIL NOTES FI F1R8'u NOTR TCONTI EXISTING: 1. ELECTRICAL WORK SHALL BE DONE 1N ACCORD WITH CURRENT .TONAL 16. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE NO RIGHTANGLE DEVICE OTHER THAN STANDND CONDUIT FLECTRIGL ALL AN NA ORDINCES. PROVIDE ALL COMPONENTS D WIRING SIM AS REQUIRED TO MEET NEC ELBOWS WITH 12 MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER. STANDARDS. .AHD tr ILL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THRDAr MUUTING Z F ELLOCAL SE W000 ER COMPCOMPANYFOR SEDE 200EMENIS OF GROUNDING BUSHINGS. IHEATETWITH P08800 STIR SH COORDI POWER REQUIREMENT IS COMMERCIAL. C NOLO,MB120/2013 VOLT ON 120/240 VOLT. 9B HGLE 1 ALL WIRE SHALL BE TYPE TR.. SCUD. ANNEALED COPPER UP TO SIZE 1/1O A. PHASE WITH ROO ANA RATING. (18 AND TANAGER SHALL BE CONCENTRIC STRANDED) 75 DEGREE C. (.7 CONTRACTOR STALL COORDINATE WITH Lw1 TELEPHONE COMPANY NR SETMCE LINEEGREES F). SB caNWCmITr. INIMUM /1x. 3. REOREMENTS TO TERMINATE AT IRE PPC CARNET. L 80 TAGGED AT ALPULL LroXESS.. J-BOXES, EQUIPMENT BOXES AND 4. CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER BASE AND 2DOA DISCONNECT 1 GARNETS WITH APPROVEDH APPROVED EQUAL. THE METER B.LS PER SHOULD LOCK UBE LOCATED TIUTT AINEA MANNER 20. ALL NEW MATERIAL sHA11NVE A U.L. LABEL. SNRCH PER SITE PUN DETAIL DRAWINGS AND SSPECIF-EDW... BY TIE COMPANY. 21. CONDUIT ROUGH -IN C HANG BE COOIBJI.TE WITH THE MECHANICAL EQUIPMENT TO G LOGE POEWER SCCOMMPANY SD.. FRONDS ROO AMP ELECTRIC METER. ONTRALTOR SHALL ....cfunW TO c MECHANICAL G AND COMPLY As C REQUIRED. INSTALLATION METER WITH Lout I>OAFR COMPANY. 8. NDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON 22. AL PANEL DIRECTORIES SHALL BE TPLYMITIEN NOT NAND WRITTEN. TRENCH. ALL UNDERGROUND C.DUR SHALL BE PVC SCHEDULE 40 AND CONDUIT 2J. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUTS PER THE EXPOSED ABOA2 GROUND SHALL BE GALVANIZED NOD STEEL ROVING UNLESS OTHERWSE SPECIBGAD . ANO NEC. THE EORPMENT GRWNOING 00000TORS SHALT . INDIUTED. BONDED STARTERS.T.0 EQUIPMENT CARNETSL�%Es. AND ALL DISCONNECT sArcHT3. ALL TLLCO CONDUIT UN. S.U. BE 1 SCH. 40 PVC CONDUIT UNLESS OTHERWISE T. INDICATED.E580 THE o*MAQRc0AT8N OIT AR 2-FEET oU SHALL CHANCES 2r2iE 0OMPLELI ANY UIPME LCONDITIONSAAN-MU FENCED AREA NNEAP UTILITY C 2a. THECONTRACTOR THIS 0NAFGE EN ED A EA OR EONND roGPTOFF ND PRO DE MARKER VANE PAr1ED BRIGHT CONTRACT. RUB IO Ar SUBSTANTIAL COMPLETION. SAND c0NIROLUNI DEVICES SHALL BE PRONGED B. CONDUITS INSTALLED AT PCS EQUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION WITH ENGRAVED PHEHOUCNAMEPLIESR INDICATING EQUIPMENT CONTROLLED.NPB ) SHAU. BE STUBBED AND LAPPED AT 6" ABOVE GRADE OR PLATFORM. IF SERVICE LINES CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM GNT BE INSTALLED INIRLLY, PROVIDE NYLON PULL CORD IN CONDUITS. PROMOS SAMPLE FOR CONSTRUCTION MANAGER'S APPROVAL. 9. ANEL sHA 28. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH OED BV LOWNER AHDLINSTAl£0 NT THE CO PNIRLTOR. CONTRACTOO 6 TO INSTALL A) AMERICANS WON DISA8ILmES ACT AS ADOPTED BY ME '''''''''LE'''''''''LE KER(S) x0 FRONDED BY MANUFACTURER SEE PANEL SCXroULE ON THIS SHEET (STDMATE. FOR BRWNFR REQUIREMENTS. 27. UGH 1 ELECTRIC METER AND DISCONNECT SWITCH TO BE PROVIDED BY GENERAL PROVIDECORE PENETRATE STRUCTURAL MEMBBERS WITTHOLR OR COM51NCTON O. CONTRACTOR MANAGERS APPROVAL. SLEEVES ANO/OR PENTR.AT..4 IN FIRE RATED CONSTRUCTION SHALL BE PACXED WITH FIRE RATNG THE 11. CONTRACTOR W� MI 0L DINS CONDITIONS PRUEL,. T. BID PERIOD IN REGARDS IOR TM SUBMITTING BID. ANY O THE WATER. L CRST UUC UURE FUMES. A11 MATERIAL STRATI BE UL 1PREVENTED FOR TIIAGSE COMRLTOS FUNCTIONS. THE SCOPE Of WORK. OR ANY OTHER ISSUE RE TIED TO PURPOSE. THIS PROJECT SHALL BE BROUGHT LP PBAECT MWACER FOR CURIFlG2ON NTTNG AFTEREBIDTH THE PERIODWITH HASTHE BEEN AWADE➢. 28. ELECTRICAL DMRACIERISTC5 OF AL EQUIPMENT (NEW AND COSTING) SRLL BE GELD 12. LOCATION OF EQUIPMENT. CONDUIT AND DEVICES SHOWN ON .E OW I GS ARE VERIFIED WIO THE OWNER'S CONDUIT-1N Of AND IMRE. AND EQUIPMENT SUPPLIER OVERLY EQUIPMENT ON 11. APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO CONNECTED ACACCORDING TOO THE NAMEPLATEE. DATA ROUGH -IN. UI NT (THE D 8051SHAL00 2 FOF LESION µNDASOME EQUIPMENT BEST 1 CONDUIT RUNS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOGAnoN INFORMA1 ION AT THE DESIGN MAY AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS. VARY FROM DESIGN AS SHOWN ON THESE DRAWINGS). PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN 0R REQUIRED BY NEC. ETTATTR OF ALL CURET. BONES. ETC.. AND THE T.TE OF CONNECTION (PLUG OR 14 R DIRECT)SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR i0 ROUGH -IN. 81IEMMER TBD MODEL NUMBER: Tall VOLTAGE 210VN120 PWABE: 1 MAIN BREAKER 100 AP BUBO MTBLO: 100I PS WIRE: 3 SURFACE �L BAR YES GR. TBD EMELSIRETYPE:IEMAM NTOGROUND LTVSS( ND:7BD GROUND BAR TK6 PANEL STATUE: EXISTING; INTERNAL TVSR TIED CRT LARD DESCRIPTION g 2( i8 SS i8 a8 S 21 iH s i8 LOAD DESCRIPTION CKT 1 SAMSUNG IAMB 10D 2 NEW ON 2 100 NOT LABELED 2 3 5AMBIMO MIME 70D 2 NEW ON 2 100 NOT LABELED 4 B W IBUNi MU 16 1 NEW ON 1 20 NOT LABELED 6 7 WA WA MAN( WA ON 1 20 NOT LABELED 6 0 WA WA BLANK WA ON 1 20 NOT LABELED 10 11 WA WA MAN( WA ON 1 15 NOT LABELED 12 13 WA WA MAW WA ON 2 100 NOTLABELED 14 15 WA WA MAN( WA ON 2 100 NOT LABELED 1I 17 WA WA MAN( WA OFF 1 20 NOT LIBELED 15 1S WA WA MAN( WA OFF BLAME WA WA 20 21 WA WA MAN( WA OFF BLANC WA WA 22 FaE! RLW. TO...gr."...TT.eBMNamWE ....ro linwPr g..... wwmaTMl .......... '.... i .M �AL/G CONINACIOR EM�:I•INORL LOCAL PINAR mMIIEMOJedIOL Im11YlKY WMLOIMRGGVIfFINRW IOR�IOF�IIMNTMO18LMgNAMrIF. NOTES GENERAL C A00 PANELREF THE W.CARNET POWERCOMPANY AND NMIGHTBE TO FEED NEW NETWORK VISION EQUIPMENT. STEALS: NOT TO SCALE ELECTRICAL NOTES I 1 11 .tY SGAE: HOT M SCALE 11 ',4,: SGUE I"Nm rro SLUE ELECTRICAL PANEL SCHEDULE 12 uET7FIN 0DA RIXE GENERATOR EttR/DISCONNECT SWITCH CEPTMLE TO EXISTING UTT DUPOWErTN URCE rT TRANSFER SWITCH • LOAD CENTER EXISTING SERVILE GROUND all I—_ I N NINE CE. ABINET CIRCUIT SCHEDULE _— NO FROM TO CONFlbJRAnW ^ 15A Qi SOURCE METER CENTER EXISTING ® METEIVOTC TRANSFER CENTER B C LGENERATOR CASTING COSTING LOADS (REFER TO > EXSTIXC EONS (REFER r0 TA5 R STITCH A PANEL SCHEDULE FUEL SCHEDULE \ ,,, TRANSFER dr LOAD SUB IAMBS UBIHET EXISTING CENTER -PANEL 8 000 ..NET © CENTENSFER R SUB ROLL EXISTING '-O ALL EXISTING SPRINT GROUND BASED EQUIPMENT TO REMAIN - NO ADDITION SPRINT EQUIPMENT INSTALLED AT THIS TIME 111,12�'LET TO SG"E SCHEMATIC ONE -LINE DIAGRAM 112 " SCALE :: NOT TO SGAE ME NECRAINTEN GM/MD SI INS SET OF CONSIRUCSON DOCIANNTS PROPRETANY NAIVRE. INS USE OR ISSODSURE OMER NON INA, UNION RIGAITS TO SSW. VARIER SERVO. IS STRICTLY PROMERLEIX Sprint` Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 9$03$ Office 296-790-4655 PROJECT INFORMATION: THORND\YKE SE35XCW1 5201 SOUTHCENTER BLVD TUKWILA, WA 98188 KING COUNTY ISSIIFD DATF: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-26-14 CD PRELIM OHD B 04-01-14 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED VI STATE OF ARCI H. WASHINGTON CT N SHEEI TITLE: ONE LINE DIAGRAMS SCHEDULES SHEE ( NUMBER: E-1 REVISION DHD mw. N 2014-035 0_ .., (E)11.-0"X20 0" SPRINT EQUIP. I ELEVATED ROOFTOP \1� PLATFORM WITH STAIRS AND RAILING (TYP.) (E) SPRINT 200AJ AND ' _ },,} (E) f12' WIDE COAX SHROUD TO GAMMA SECTOR ANTENNAS / X31A1 �X3lJH %3lfH -� ....... x3L MMBS & BBU = , PROPOSED CABLE ANTENNAS AIL SPRINT HYBRIFLEX TO NEW 25GHz ' TIN �%3,1.1 %3lJH � _ SPRINTCABLE P(E) TGROUNID BASED %31 ' x I CABINETS � (E) SPRINT (J) HYBRID, ROUTED AT a��.... ' (E) CABLE TRAY (1 PER SECTOR). _ SPRINT COAX ROUTE TO ALPHA AND BETA SECTORS TO FOLOW (E) ROUTING p• _PPC Ariff' Al (E) SPRINT DOS ANTENNA PIPE MOUNTED TO COAX RACK POST i (E) COAX RACK AT BACK OF 4 RF CABINET Niir EQUIPMENT TO (P) 2.5GHz RRH'S i NOT TO SG ` t i 3 T SCALE: NOT To SG/ / EXISTING ROUTING PLAN r 1r„'. SGLE ; NOT o s E PROPOSED TEMP. ROUTING PLAN �Z (E)11.-0"X20.-0' SPRINT EQUIP. ELEVATED ROOFTOP PLATFORM WITH STAIRS AND RAILING (TYP.) (E) SPRINT 200A PPC AND TELCO CABINET \; ____ II `I' h-� (E) ±12" WIDE COAX SHROUD TO GAMMA SECTOR ANTENNAS ', %31'"--x3T,1N X `'� 31 UN �x3TxH --'-- -- ___ 1[3lJN lif �X3,...,__ (P) SPRINT IAMBS & BBU � CABINETS .��� (E) SPRINT (J) HYBRID, ROUTED AT (E) CABLE TRAY (1 PER SECTOR). Y�Ein SPRINT COAX ROUTE TO ALPHA AND -" BETA SECTORS TO FOLOW (E) ROUTING i (E) SPRINT GPS ANTENNA PIPE MOUNTED m TO COAX RACK POST i (E) COAX RACK AT BACK OF RF CABINET ©(P) SPRINT HYBRID CABLE FROM (E) GROUND BASED ^ cirEQUIPMENT TO (P) 2.5CHz J f RRH'S 22 x34 SCALE: NOT TO SGLE x • SCALE: NOT TO SCALE PROPOSED ROUTING PLAN 13 22 x34, NO: TO NOT USED 14 RRdW1KN CONTAINED Y TN6 SET M W6lMCNON OOOAVOS 6 FROPRIETARI IN NATURE ANY USE CV OI9]DPnE OMER NON MT WHIN MUTES TO WNW vMNfR STRNF3 N SINCOY PROHNITEIL Sprint' Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Once 206-790-4655 PROJECT INFORMATION: THORNDYKE SE35XCOOI 5201 SOUTHCENTER BLVD TUKWIIA. WA 98188 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS aEv. PATE A 02-26-14 Po N CD PRELIM Nmus a DHD B 04-01-14 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED VI STATE OF ARC H. WASHINGTON ECT N SHEET TITLE: CONDUIT ROUTING SHEET NUMBER_ E-2 REVISION: B M. C — / RI 111 _ (P) 2.5GHz PANEL ANTENNA GROUNDING NOTES I AND CONSTRUCTION WY vARYEOUE TO SITE SPECIFIC CONOIRONS� x. GROUND ALL ANrNNA BASES. FRAMES, METALLIC COUNTED B.U51 GROUND ANTS NA ANDO SECT TO SURFACE MOUNTED GMANROUND COAX SHIELD TESFOR GROUNDING BO. ENDS AND EXIT Qf M TTOWE R OR USING LENS PRACTICES WIRES SHALL BE ALL U COPRA THMN .ILL GREEN INSULATED WIRE GROUNND CONNECTIONS SHALL BE D. R. CONRMCT a TO VER. AND TEST GROUND TO SOURCE. BY SPRINT UNDING AND OTHER OPEAAR ATIO.L TE NG V L1 BE WITNESSED 5. REREFER TOO DIVISION16YGENERAL ELECTRIC: GNERAL ELECTRICAL REQUIREMENTS OF GROUNDING GRODINRINT CONNECTED TO (E) ANTENNA GROUND BAR \� \ � ��,� �-' �'� � ®� \ ��I ELD ROUE ry A. BARE ONNED SOLID COPPER 1. CONDUCTORS WELDS DI OAR�LR CONDUCTORS TO BURIED GROUNDING RING AND PMDE EL EXOTHERMIC WELD. MARKER TO DRAW THE x EACH SECiIONEAVpRUBEL EACH SECTION (T', 'A', 1!'�'ID W. ALIGN LETTERS J. ALL HNtpWME 18-8 STNNLFSS STEELS INCWOING LOON WASHEIS. LMTALL SURFACES WRH AN ANTI-O%IDLER CWPQUND BEFOREPME MATING. ALL HARDWARE SHALL BE STAINLESS STEEL J/8 INCH DIAMETER OR LARGER. FOR MUM BOND TO STEEL ONLY INSERT A CADMIUM FUT ♦. WASHERXIDANTECO LUG AND STEFOE MA TALL SURFACES W. AN A. -OXIDANT BET EN LUG A BEFORE nNG. N wGNBAARR SHALL PAND MED ON THEN THE BACK �E SIOE L BLACK EATGRO-SHRINKING NEW, OISwOLT ON ALL IERMI THE GROUNDING MY ONEDOMD EDHEX GROUNDING TO AN EXISTING GBAIN AL FROM TBURIED ONS TLEGEND 12 GROUNDING LOLASA w µo co DEPENDING oNATHE TUE T441111111 Iii SUBCONTRACTOR GIQR Ip SHALL sAERs �isPONREspna[o PMDIA�Nc INSTALLING SPARE CONNECTION POINTS. tJ. EXwsEo GROUND WIRES TO BE NON METALUC LIQUID nGHr. — _ \ N (P) 2.5GHz CONNECTED ANTENNA GROUND RRH'S TO (E) (E) SPRINT ANTENNA ■ EXOTHERMIC conmem O MECHANICAL CONNECTION o COMPRESSON CONNECTION CGB COLLECTOR GROUND BAR MGB EXTERNAL GROUND BAR BAR MOUNTING PIPE CONNECTED TO EXISTING ANTENNA GROUND BAR 11507. SCALE: is : ;:-o: x �D ANTENNA GROUNDING PLAN I 11 iT SCALE: NOT TO SCALE GROUNDING NOTES 12 ./ 4/ (E) ±12" WIDE COAX SHROUD TO Wo (E) ±12- WIDE COAX SHROUD TO GAMMA SECTOR ANTENNAS GAMMA SECTOR ANTENNAS j (E)11'-0-X20•-0• SPRINT EQUIP. _..�_ X313H %313H—_%313H �X31. I _�_--____ (E)11'-0"X20.-0- SPRINT EQUIP. _._______'�� X�140 031.1--X`l�__X]l3N -�___ , ELEVATED ' II _ ELEVATED ROOFTOP \1 ROOFTOP PLATFORM WITH I =�� ��_��� PLATFORM WITH 1 t+��`-��� STAIRS AND GB STAIRS AND RAILING (TYP.) �� RAILING (TYP.) =P. (E) SPRINT 200A �� (E) SPRINT 200A , CAB AND TELCO ` CABINET 11� 1 illtil -m...... __==_ ,..,. mum a_ log T / I PPC AND TELCO CABINET sou ,..72.12NJ. al ==___ T .. gtirr (E) SPRINT CPS (E) SPRINT CAPS ANTENNA PIPE MOUNTED r ANTENNA PIPE MOUNTED r TO COAX RACK POST TO COAX RACK POST i (E) COAX RACK AT BACK OF I (E) COAX RACK AT BACK OF RF CABINET I RF CABINET ©(P) INT BI FROMSPR(E) GROUNDHYRN BASEDCABLE 7, ) I ialif EQUIPMENT TO (P) 2.5GHz RRH'S 22,,3, SCALE: I/4• - I1-0- Y SCALE. I/8- - - 4 3 2 EQUIP. GROUNDING PLAN (INTERIM) 13 3,: sue, ;/;:: ;:_e: EQUIP. GROUNDING PLAN (FINAL) 14 BF INFORM...TON =MANED IN TIM SET OF CONSTRICTION BY MN OBOOSTWO OMER INAN THAT .CH *BATES TO SPRINT COAXER sornms sreicm. NIONNTED. Sprint® Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98008 Office 206-790-4655 PROJECT INFORMATION: THORNDYKE� SE35XC001 5201 SOUTHCENTER BLVD TUKWILA, WA 98188 KING COUNTY ISSUED DATF: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV.DATE DESCRIPTION NIMLS A 02-26-14 CD PRELIM DHD B 04-01-14 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCI VI H. STATE OF WASHINGTON CT N SHEE1 TITLE: GROUNDING PLAN SHEE1 NUMBER: G-1 REVISION: DHD0,. N . x • 7 1900 MHz SP HYBRID CABLE INTERNALGRD WIRE TO RE ATTTAACHED To CARD BAR NEV/ CPS ANTENNA (P) 2.5 GEO SPRINT ANTENNA I I I It JT 010 AW i 1 L EXISTING �EI E (B2TERRiFg6T59--21 9C0 MHz SPRINT ANTENNA HYRRD ORD CARE IE TOILE ATTACHED TOOCRD BAR DC,L FIBER - CO/2 AWc _(E)J2 AwG EXISTING UPPER TOWER GRaNG BAR EXISTING CABINET COAX 2MG wFATN[a 34 0I I 1 1 a T (P) 2.5 GH2 SPRINT ANTENNA I I It I T _J 010 0 (ELe2 AWG 02 02 EXMTING LOWER TOWER GROUND BAR NEW NUBS CAHNET EMMBS CND BAR 1900 PRINT ANTENNA V 21 TRIMMED TO FR AND ATTACHED TO CRD BAR DC/FIBER HYBRID CABLE NRANA ORD WRE TO TRIMMED FµTTAEDTORD BAR NEW BEIU CABINET EXISTING 02 AG GROUNO GROUND RING To pomp& G1OUND6010Ex16TNG GROUND RIRG DC / FIBER (P) 2.5 GHx SPRINT ANTENNA 1 I1 I I J ,t0 AWG 1 J LEGEND ■ EXOTHERMIC CONNECDON o MECHANICAL CONNECTION CONNECTION CGB COLLECTOR GROUND MOB EMERNAL GROUND BAR GROUNDING NOTES 1. ALL GROUNDING CONNECTIONS SHALL BE MADE BY EXOTHERMIC WELDS. EXOTHERMIC WELDS SHALL INCLUDE ALL CABLE TO CABLE, SPLICES, ETC. ALL CABLE TO GROUND RODS, GROUND RODS SPLICES AND LIGHTING PROTECTIONS SYSTEM AS INDICATED. GROUND FOUNDATION ONLY AS INDICATED BY PM. ALL MATERIALS USED (MOLDS. WELDING. METAL, TOOLS. ETC.) SHALL BE EXOTHERMIC WELDED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND PROCEDURES. GROUND CONDUCTOR SHALL HAVE A MINIMUM 24' BENDING RADIUS. ALL EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES SHALL BE CLEANED THOROUGHLY AND COLORED TO MATCH SURFACE WITH (2) TWO COATS OF GALVITE (WHITE) PANT. OR SILVERBRITE (ALUMINUM). ALL ELECTRICAL & MECHANICAL GROUND CONNECTIONS SHALL HAVE ANTIOXIDANT COMPOUND APPLIED TO CONNECTION. 4. GROUND TESTS SHALL BE PERFORMED A5 REQUIRED BY SPRINT STANDARD PROCEDURES. GROUND GRID RESISTANCE SHALL NOT EXCEED 5-OHMS. 5. CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEXT REPORT AS FOLLOW: 1. ONE (1) COPY TO OWNER REPRESENTATNE 2. ONE (1) COPY TO ENGINEER 3. ONE (1) COPY TO KEEP INSIDE EQUIPMENT INCLOSURE 6. ALL RADIO EQUIPMENT AND UTILITY CABINETS GROUNDS LEADS TO BE N2 AWG STRANDED GREEN JACKETED FROM BUSS TERMINAL. 2_ FOR ADDITIONAL GROUNDING NOTES SEE N-1 OR N-2. 8. ALL ANTENNA MOUNT GROUNDS SHALL BE /2 AWG STRANDED GREEN JACKETED CABLE GROUNDS SHALL BE BLACK FROM MFR. 9. ALL GROUND WIRES FROM GROUND BARS TO GROUND SHALL BE r2 AWG SOLID BARE AS REQUIRED. 10. ALL ABOVE GROUND WIRES SHALL BE GREEN JACKETED. ALL GROUND WIRE'S PENETRATING INTO GROUND AND BELOW SHALL BE SOLID BARE. 22'1,34' SCALE: NOT TO SCALE . 2' SCALE: NOT TO SCALE GROUNDING RISER DIAGRAM 14 TIE SFORNATON COMM. THE SET OF CONSTRUCTION Docuuorts IS PROPRIETARY NI NATURE ANY USE OR DISCLOSURE OTHER INAH THAT WHICH RELATES TO SPRINT CARRIER SERNICES IS SUBMIT PRCHNITEO. Sprint® Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 °Mee 206-790-4655 PROJECT INFORMATION: THORNDYKE SE35XC001 5201 SOUTHCENTER BLVD TUKWILA. WA 98188 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE A 02-26-14 ION CD PRELIM DESCRIPTION INGMLs DHD B 04-01-14 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED VI STATE OF ARCF H. WASHINGTON CT N SHEET TITLE- GROUNDING DETAILS SHEET NUMBER: -2 REVISION. DHD PAC, No. 2014-03S 4 ' , s I. DO NOT INSTALL CABLE DIRECT GROUND WIRE WEATHER2. PROOFING SHALL AS SUPPLIED OR RECOMMENDED CONNECTOR WUTHERPROOFING Krt (EPP.)) SEE 2 GROUND DOWN RRU Krt AT A BEND AM ALWAYS TO ANTENNA GROUND BUR. BE ANDREWS. (TYPE b: PART NUMBER BY CABLE MANUFACTURER.) TO ANTENNAS r0 TALK 6 UUES PER SECT. IF THE SRE HAS BOTH 600 ! 1900 WEATHERPROOFING KIT (rm.)I� No STANDARD (mj GROUND DET/D E-5) ANTENNA CABLL TO SHELTER (TIP.) INIENNA GROUND �b AWG GROUND,. MOUNT ♦♦♦ 2' TO G. INSPECTION WINDOW REQUIRE FOR BUTT CONDUCTOR ALL HOLD t NSUGEON UP EXTERNAL ODTHUp CONNEC OORS 'WUNSi THE CONNECTOR 3/B'Wx, I/ ' BARREL S/S NUi S/S LOCK WASHER WAT WASHER _ N M. I 1/a' YIN ANTENNA CABLE / WEATHERPROOFING KIT I 2 1/B'W MAX.T (SEE NOTE J) CABLE GROUND Krt 16 AWG STRANDED COPPER GROUND RE (GROUNDED TO GROUND BAR) (SEE NOTE 1 h 1) CONNECTION OF CABLE GROUND KIT TO _ ,_� _ I iml . — ANTENNA CABLE CLEAR EAT M = SHRINK •• I • I TINNED COPPER GROUNDING BAR /S MT WASHER S/S BOLT (1 OF 2) 'DO HEAT SHRINK NOTES, 1. 00 NOT INSTALL LADLE GROUND NR DIRECT GROUND WIRE DOWN TO GROUND 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TWO -HOLE LUG. J WEATHER PROOFING SHALL INCORPORATE TAPE KIT, COLD SHRINK SHALL NOT AT A BEND AND ALWAYS BAR. TYPE KIT WITH PPC WEATHERPROOFING BE USED. o00011 MAT THE GROUND BAR NEAR GROUND GROUNDED TO E THE TOWER OR WAVEGLNDE TOWER OR RING UDDER. NOT DISCONNECT- TAG ON ALL GROUND BAR INTERCONNECTS AND EOUAUZERS "':;;" E° „m .o G E NOT USED I 1 ;' :' : B :o: ;o COAX TO ANTENNAGROUND 12 ' ,,, F „Dr r0 NF CABLE GROUNDING 13 IT .1, SHALL. NT TO TWO HOLE LUG 14 111 \ /� TYPE SS TYPE TA 411 \- \.\ TYPE H$ TYPE HA \�• TYPE Willik.1111:t TYPE V$ • ��\ �� le \ GT TYPE GR ,. TYPE GL LUG TYPE I IIII TYPE VR PG RRU GROUNDS STRANDED CU WIRE INSULAnENN SIZE E AS SPEC FlUED ANTENNA TOWER _' 2 TINNED MOUNTING ' 'PROVIDE NO-0% GREASE AT CONTACT GROUND FROM ANTENNA/RHU SURFACE BETWEEN LUG AND GROUND BAR PIPE 'CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. / CR'IrP'IDULEBA1 - o 0 O 0000 O • 0000 O O o A 0000 0 0 0 0 0 O O O 0000 00 �J O 0 O E%ISnNG 1'xt Yxt/a' THK.. �LONNFC00005D BAR 8 DNS. Two-HaE wc, BOLTED To GROUND BAR USING 3/8'-16 x ,/1'STANLESS STEEL HEX HEAD BOLTS AND HARDWARE. 1 '': '• B6GU`E: „Q' :a SCALE TYPICAL EXOTHERMIC WELD CONNECTIONS 16 •RCM 11•617: SCALE NOT TO SGLE SCALE SECTOR GROUND BAR. CONNECTIONS 18 LS FOR ELECTRIC CONDUrt PoRf 66 AWG GREEN STRANDED CU GROUNDING GROUNDING CONDUCTOR FROM RRU UNIT TO /2 AWG GROUND. CONOUCTOR STRANDED CU WIRE WITH GREEN, SIZE, TMHN/THWN INSUTATION. SIZE AS SPECIFIED GROUND BAR ON WALL, FLOOR OR ON ANTENNA GROUND LEADS TO EACH SECTOR GROUND BAR CIA% UBLE GROUND LUDS� /VVN APROMDE NO-O% GREASE AT CONTACT SURFACE BETWEEN LOG AND GROUND BAR THIN ALL C-TAP W/PINK DYE INDEX (SEE NOTES) 2' nOU10 CONDUI, FOR ES MYEW �� NS , , G 2' LIQUID / TIGHT c.... NEW TTERY CRAABINET II y W' ■ / I AUPTOR CAB /BIJ6r 2" LIQUID TIGHT • hA TOpNNECTIO C GROUND III 1 I 2' RGS CONDUIT 0 O ��{j��� O O 0 0 O O O O 0 0 00 O O O O O O O O O O O O O O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OOO 0 0 OOO 0 0 0 0 O O� 0 EXISTINGBAR kCO'NNEC CONNECTIONS LOUPUN-�G I I B R INSIDE UBINEL IIII'II Y111� /2 AWG STRANDED CU GROUNDING CONDUCTOR CONTRACTOR TO SURROUND COUPLETS CONNECTION Pt/ WUTHER PROOFING TAPE TO E„SURE WEATHER PROOF CONNECTION. _ z' RCS z• LIQUID TIGHT OUPLINC /88711 1 CONDUIT 2 RCS DC 2' LIQUID CONDUI O NEVI MNBS TIGHT j81]5 CARNET �M /2 GREEN • TOWERS AR MONOPOLES AT USE EXOTHERMIC CONNECTION. CONNECTION. TED3/1 TO V Two -HOLE LUG, USING -1 GROUND BAR USING JHEX FI x 1 BOLTS µDESS SRHE% HUD EXOTHERMIC WEE PAIN 62 AWG SOU, TINNED GMT..RARE CU WIRE OR STRANDED CU WIRE W. GREEN. BOW. STRUTHRCTURE. STRUCNRE. BUILDING. RING GROUND OR MGB BUILDING. 0 D OR IG. RING EQUPMENT DETAIL 12 EXISTING GROUND RING FA GB 62 TINNED BCW RING ONGFAMWTIC LAYOUT ONLY. „gYEXOTHERMIC WELD „m ,o sulE CABINET GROUND SCHEMA11C 19 ;':;;; SSG" "° C-TAP CONNECTION 110 J;: E: NOT TO S11:1TOWER MASTER. GROUND BAR. CONNECTIONS' 12 IRE INFORMATION CCINTNNED IN .6 SET OF CONSTRUCTION NI NA., ANY USE OR I:CCU/SURE OTHER TAX THAT WHICH RELATES TO SPRINT CARRIER BOWES IS SMOGGY PROMBITED. Sprint> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 90038 Office 206-790-4655 PROJECT INFORMATION: THORNDYKE SE35XC00I 5201 SOUTHCENTER BLVD TUKWILA, WA 98188 KING COUNTY ISSUED DATF: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REv. DATE A 02-26-14 N CD PRELIM INITML DHD B 04-01-14 CD FINAL DHD D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REciST:RED • VI STATE OF RCF ASHINGTON CT SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: G-3 REVISION: DHpPROD,N.