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HomeMy WebLinkAboutPermit D14-0103 - SPRINT - ANTENNASSPRINT 10400 MARTIN LUTHER KING JR WAY EXPIRED D14-0103 Parcel No: Address: Project Name: 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.gov DEVELOPMENT PERMIT 0323049026 Permit Number: 10400 MARTIN LUTHER KING JR WAY Issue Date: S Permit Expires On: SPRINT D14-0103 2/5/2015 8/4/2015 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: SEBCO INC 4020 E MADISON #320, SEATTLE, WA, 98112 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: 12/14/2016 SELF FUNDED - SPRINT 1 1 I DESCRIPTION OF WORK: ADD A NEW STEALTH CANISTER WITH THREE PANEL ANTENNAS ON THIS ROOFTOP WITH NO CHANGE TO THE EQUIPMENT AREA IN PARKING LOT Project Valuation: $18,000.00 Fees Collected: $757.78 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: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 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: No Permit Center Authorized Signature: Volumes: Cut: 0 Fill: 0 Number: 0 Date: ✓"�✓'� I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: Z" Print Name: 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: Readily accessible access to roof mounted equipment is required. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: 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. 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: 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 Per mit No. 1)14—IWO IQ 3 Project No. 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: Tenant Name: S P r : r► t- PROPERTY OWNER Name: •ygcvl 2.nc, Address: 1 4rG ZO E . l'tsa. el; , j,w.t t-C. 32.0 City: State: Zip: CONTACT PERSON - person receiving all project communication Name: +�.A66o .r.-s ., Address: '9)10 a r a. "/ ct •g. R-c << 4/s E City: Au 6 ., N ' St3:� Zip: 9�o9Z Phone G - 7 9 0 _ y6 SS Fax. Email:1 %.cs 4.pv.. o.. 6 to v'N- e s c 1 CO+S 11-c a c t, Co H'l GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: King Co Assessor's Tax No.: t p 4 c 0 / t c r -14 11 L. r k' "- 7 7, 1•17 Suite Number: New Tenant: Floor: ❑ Yes ❑ .. No ARCHITECT OF RECORD Company Name: Dace ► d D t t ti- D t4 b Architect Name: 11 4 Z "i Z 4 i.- A-vc S E. Address: 4, City: sst7bt.st,(l State:4, 4- 'tS cL7 Phone: Fax: 4zs- t.s7—bS"SL Email: 4t..,i di, dcrgn Q A.'SA,rbm ENGINEER OF RECORD Company Name: .=•,`, -c._ 7„ „c d A., si 7h -.ti; ktcr s Engineer Name: D 4_u d 40 yvt s 67 Address: 12- O 0 -p 44-1, ilrvc. s y t'I•r I 1 o e t City: Sea'Ef'lc. State. A- a18:101 Phone: Fax: 20 6 - 2 6I - 1 12_1 Email: t, Go Q? i •t-e�ir•toi'7 LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: � / A- — 5c h� (4#4 c '1 5 P f'r11— Address: City: State: Zip: H:\Applications\Forms-Applications On Line\2012 Applications'Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 1 of 4 BUILDING PERMIT INFORMATI( 206-431-3670 Valuation of Project (contractor's bid price): $ 1$, 0 0 0 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): 4- 4 dl ct. r, e. S c «. 44•. Gah4 5♦c✓ / •%et ( a c ►.aS -a-t e. a e ,n e d.+ o ,. +4 ► c ro v , 4-op &v e.e f..✓k►a"9 Will there be new rack storage? ❑ ....Yes Q'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 1st Floor 2nd Floor 3`d 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: Will there be a change in use? Compact: Handicap: ❑ 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:Wpplicationa\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 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 GENT: Signature: Date: 4-7-- l y Print Name: �.� s + i tr 6 o'f7f" Day Telephone: 26 6 - -1 5 0 - 4 6 SS - Mailing Address: g7 0 olrav 1R-s kd s e A-4.4-6 %Ay" 4.1 City (../A- 4180`12— State Zip H:\Applications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 4 of 4 ' PUBLIC WORKS PERMIT INF( NATION — 206-433-0179 Scope of Work (please provide detailed information): 4- 4 of q. c,J 'S +-c At- I -li•. cctvt ;c 4- c v �.✓I .✓tt (3) Pcsn t ✓lQS o'ia17 ruc 1' t..)I IA e cut& e +0 „c Ka tcra,evt,ckr+. Ca11 before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila 0 ...Water District # 125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate 0... Highline ❑ ...Valley View ❑ ... Renton 0 ...Sewer Availability Provided O ... Renton O ... 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 apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑... Geotechnical Report 0 .. Traffic Impact Analysis ❑ .. Bond ❑... Insurance ❑... Easement(s) 0...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 0 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 0...Right-of-way Use - Profit for less than 72 hours 0... Right-of-way Use — Potential Disturbance El...Work in Flood Zone 0... Storm Drainage O ...Abandon Septic Tank 0...Curb Cut O ... Pavement Cut O ... Looped Fire Line ❑ .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size ❑ .. Sewer Main Extension Public 0 ❑ .. Water Main Extension Public 0 79 1.9 O... Grease Interceptor ❑ ... Channelization 0... Trench Excavation ❑ ... Utility Undergrounding WO # (2) " WO # (3) " WO # WO # (2) " WO # (3) " WO # WO # 0 .. Deduct Water Meter Size " Private ❑ Private 0 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: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-I2.docx Revised: February 2012 bh Page 3 of 4 DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $469.76 D14-0103 Address: 10400 MARTIN LUTHER KING JR WAY S Apn: 0323049026 $469.76 DEVELOPMENT $447.60 PERMIT FEE R000.322.100.00.00 0.00 $443.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $22.16 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R4475 R000.322.900.04.00 0.00 $22.16 $469.76 Date Paid: Thursday, February 05, 2015 Paid By: SELECT SITE ACQUISITION LLC Pay Method: CHECK 1686 Printed: Thursday, February 05, 2015 1:02 PM 1 of 1 SYSTEMS DESCRIPTIONS PermitTRAK;. ACCOUNT QUANTITY PAID D14-0103 Address: 10400 MARTIN LUTHER KING JR WAY S Apn: 0323049026 $288.02 DEVELOPMENT $288.02 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R1676 R000.345.830.00.00 $288.02 $288.02. Date Paid: Wednesday, April 02, 2014 Paid By: SELECT SITE ACQUISITION LLC Pay Method: CHECK 1560 Printed: Wednesday, April 02, 2014 2:19 PM 1 of 1 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $66.50 D14-0103 Address: 10400 MARTIN LUTHER KING JR WAY S Apn; 032 049026. $66.50 DEVELOPMENT ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R6368 R000.345.830.00.00 1.00 $66.50 $66.50 Date Paid: Wednesday, October 07, 2015 Paid By: 3S NETWORK INC Pay Method: CREDIT CARD 615054 Printed: Wednesday, October 07, 2015 4:03 PM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit I ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 pfL/ O103 Project: r Type of sp ction (--7- ttcz I Address: to 1400 A tAC IIi)u_Y f Date Called. ki Special Instructions: 4/0 Date Wanted: 7— f' 7 — // (- a.m. p.m. Requester, I o ge/ 0 314404/ Phone No: f7,-S3z-(t33 EjApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Dater/ 7 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPE I N Na PERMIT NO. pI- 0103 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter 8Ivd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 '' rr'v t Type of inspection: , 6cdi F ( Add ss: VO O O t. C<, W'.1J'• Date Ca le Special Instructions: PfM , Date Wa ed: -g - CS a.m. p.m. Requester: Phone No: Approved per applicable codes. DCorrections required prior to approval. COMMENTS: F(eks:t, matt(, Pr�a vt'de (, CU a fre' ✓e-of (crJ 9 dam/ pePec/ 0 0 d l r�e.Y rev( S (ate �- h-Zc (6 i LtHc $ 1) z t d f 6 LS -� C54 ( -t)v- rvrIVQ-C4-t (S (1 , inspector: Date6_8 (..5,_ REINSPECTIQN FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN PE TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 pr'i-6(°3 .Pro r rot i Type of s ection: b ( 9 flAc i d ss: R.,: ,..„„, A . Date Called`. penal Instructions: IIA Date Wanted: ( /0:00G. Re ste*: Phone No: Approved per applicable codes. Corrections required prior to approval, COMMENTS: fr ieto ( kt �t K - 4i Ui O e_13 (�1,.ee4f- GQ (c(.c. k i V, ctdd d r (ocq#( ,a a x ) - (-V-t k r fi-kA k-e- . C-cf/I . die(tilde-C. f-/e nspector. Date,5— C REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cali to schedule reinspection. tic INSPECTION RECORD .__. Retain a copy with permit IPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D11-1—o,03 RVY om 1 Typr,gf, tsc�pecti / Address: , JolifoO-utahklLt tic i Date Called: o. wwpec' l Instructions: 4_,,,, D a Wanted: a.m. 5'- 20— rr p.m. Req)mt P'°q"�—_ Ito 7..7 q1 �Approved per applicable codes. ,Corrections required prior to approval. COMMENTS: feLot y�0 f a c ce-ss Cinzs Csd( fv r€ cvts rof Inspector. r� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. REVISIONS No changes shall he r-rlde to the scope of ‘""ork withc>.tt prior epproval of TWavila Building Division. h'OTT: RaVzions will require a new pan submittal and may ibiude additional plan revue tees. FILE COPY Permit No. 3 Plan review approval is subject to errors and ornfsslons. Approval r s construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions acknowledged: By: _IV ?Gnc Date: , 47 J._ City of Tukwila BUILDING DIVISION RE , WED FOR CODE COMPLIANCE APPROVED OCT 0 7 2015 City of Tukwila BUILDING DIVISION REC =;'VED CITY OF TUKWILA SEP 18 2015 PERMIT CENTER tSC: PP; Ti.: T:7;',:,1T REQUIRED FOR: i��!schanical (I icctrical Ca/Plumbing iadas Piping City of Tukwila BUILDING DIVISION Fa integrated design auENGINEERS STRUCTURAL CALCULATION REPORT FOR THE ANTENNA MOUNT SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 September 18/2015 RVIS1ONNO._.' - 9,8-,s 01 FM integrated design ENGINEERS STRUCTURAL ASSESMENT SE25XC333 Tukwila, WA INTRODUCTION The purpose of this analysis is to verify that the existing building is capable of resisting the proposed antenna configuration. TIA/EIA-222-G is used. This report was commissioned by Sprint. REFERENCES • ANSI/TIA/EIA-222-G • 2012 International Building Code RESOURCES The Following information was provided to assist in the tower analysis (Appendix A) • Drawings dated 02-23-2014 provided by Acquisition, LLC • Construction drawings dated 02-23-2014 provided by Acquisition, LLC DISCUSSION MOUNT DESCRIPTION The Antennas are placed on a one story building located in Tukwila, WA. The antennas are mounted to a tripod frame positive attached to an existing building roof. The antennas are shielded by a 38" shroud. LOADING The two tables below show the primary loads supported by the tower. All existing and proposed antenna information was provided by Sprint. Existing/Reserved Appurtenance Configuration Elevation Appurtenance Proposed Appurtenance Configuration Elevation 30' 30' Cartier Sprint S ' rint Appurtenance (3) ET-X-WM-18-65-8P 3 RRH-P4 Note: BOLD type indicates a new appurtenance 1200 Fifth Avenue, Suite 1208, Seattle, Washington 98101 pl 206.264.1121 f i 206.264.1122 www.id-engr.com Analysis Antenna Mount The purpose of this structural analysis is to verify that the mounts meet TIA/EIA-222-G requirements with the proposed appurtenance configuration. Al l Omph design wind speed was used..25" of ice with 30 mph wind was also considered. For the purpose of this analysis, the building is assumed to be adequately designed. This report does not verify that the structure meets current or past code. Results of the analysis are summarized in the table below. lid Antenna mount Existing building roof Positive connection to existing roof Percent Capacity 57% OK OK CONCLUSTIONS AND RECOMMENDATIONS Based on the analysis, the existing structure is adequate for the proposed antenna configuration. 1200 Fifth Avenue, Suite 1208, Seattle, Washington 98101 PI 206.264.1121 f 1206.264.1122 www.id-engr.com Antenna Blount Lndarnurtlen 1111 Integrated design , csocyca,4 MD Design Wind speed 110 E N t I N E E R t Location: Tukwila, WA Date: 9/1fi/2015 Wind speed with ice 30 mph Service Wind Speed 60 Design ice Thickness 0.25 Structure Category 2 Exposure Category C Terrain Category 1 Terralo H - ft hnportana Factors: Wind speed no ice Wind speed with ice ke thickness WWI Weary per TIA-22243 H Ift) 2s 4 w Project Info Company Sprint Date Received 9/18/2015 Antenna Configuration Pre -Manufactured Mounts Worst Case Mourn All Sectors T Factor r N/A I N/A 30 900 95 OAS 0.98 N/A 60 to err 60 otnoice let ice 91 service 1.00 0.495 0.95 29.90 2.15 8.60 whrd Leading Der 111.222i Antenna Mount components Calla Note: Weight includes mounting materials Front No ice WRh ice SMk From Side Weight (b) w/o ice ' w/ice 9'-11' tall 36' Shred 21.80 21.80 22.53 22.53 60.00 287.08 fifiH-P4 on 36' long pipe 2std 2.01 3.38 2.22 3.16 75.98 102.94 Double aryls logs 1.77 1.77 2.04 2.04 20.00 33.34 6' tong P1000 unistrur 1.63 1.63 2.24 2.24 12.00 22.22 ET-X-WM-1165-9P 7.82 3.55 6.26 4.04 56.70 103.90 Forces Oh) Front Side Design w/ice Service Design w/ice Service 630.2 41.4 317.5 630.2 48.4 187.5 53.0 4.9 17.2 97.1 6.3 29.1 51.1 4.4 15.2 51.1 4.4 15.2 47.0 4.3 14.0 47A 4.3 14.0 226.2 17A 673 102.7 8.7 30.6 integrated design A ENGINEERS Location '� W1 ? Client se--R DESIGN SHEET Sheet a, /0/ 0ateet3/2 ?/2 �,p p /» UJ)' y'/.5/e/j,, e 630.2Ib fi & fii 630*5*12/4.05=9.3 i 0 G//7;_f'2 % /3/40',%1 Sx = o,2yy Win id 58+47=105Ib fere!, �, O /, (7 r°/ - ,.r7 = /443. ,14, = 105 • Z / 1 S se.20 y / -'f - o /yl ?1 = �",- ti/ +�1� �y = 9; _TS O, • ' j^ • 7/ yY piintegrated design .1 ENGINEERS tmiect S2 2s'a< <.77 Location Client DESIGN SHEET Sheet By /f Date 09/18/15 t B 630a21b 1338Ib � 9-8 4.2' . .4' 3.6' /1/4/ 1338Ib total DL(equipment, tripod mount and platform) 630.2*7.8+(58*3+51.1 *3+47*3)* 1.5-1338*3.6-F*7.8=0 Re.wind+DL=1021b Attachment to the roof: use min. (6) SDS 25800 each tray with 2.5" embedment 6*2.5*172=25801bs withdraw capacity, see section A -A RA,wind=(630.2*7.8+(58*3+51.1 *3+47*3)* 1.5)/7.8=720Ib piintegrated design ENGINEERS Project se 2� c 3 33 Location DESIGN SHEET Sheet By ,4f Client Ownere/e —PG' Date 0///Y�/S` Dew jo 110,4 I 41/:1c must` 2S, �i"7 yX76 t';;;ir..'nU ei? %/9 oaf a///P/1/7 a /P' Dee4 '1.- 4 (5) f>c..76' YYOOG� 6 PO/y/ piintegrated design ENGINEERS Project DESIGN SHEET Sheet Location Client By /0461 Datet9.9 r/17 /V "-'4 r - // 0 104 1/32" ".* li;n2,C5‘-2eif 0fr * II 42 9/ 6" 85 3/4" 120 3/32" /fie pie/7 if /wealtod 1.)Q o$P 42 9/ 6" FM integrated design .1 ENGINEERS (E)4"x16" Beam 14'-4" v � v Protect SE 12 c 11.2 Location Client DESIGN SHEET Street BY /eV 3651b-tripod weight 6691b DL720Ib Wind 5541b-equipment weight 4191b-platform weight 13381b-total additional DL, 6691b per beam 7201b-wind, per beam LL 200/eic-- pL /2D'ef X/6 �� -'(eir (#m ‘ea,17 (fo,. _ c'c. !'-c, t Jet o/7 S Roof loading Platform area 96 ft2 Existing roof loading LL=96*20=19201b DL=96*15=14401b Date t9449 2CV.7— 2vF-v9 D/h7f SP /seP' 1 l Roof loading including proposed platform, equipment and antenna mount. DL=13381b<1920Ib Wind reaction 7201b<14401b The roof is capable to support the proposed antenna mount, platform and equipment. We have assumed the existing roof was designed properly. 27.522 Ted s Project Job Ref. Section Sheet noJrev. 1 Calc. by MD Date 9/18/2015 Chk'd by Date App'd by Dab STRUCTURAL GLUED LAMINATED TIMBER (GLULAM) BEAM ANALYSIS & DESIGN (NDS) In accordance with the ANSUAF&PA NDS-2012 using the ASD method 1.209 0.0 1 nj kip fl 0.0 1 TEDDS reticulation version 1.8.03 Load Envelope - Combination 1 1 25 1 Bonding Moment Envelope n1 kips 3.799 0.0 -3.799 Applied loading Beam loads Load combinations Load combination 1 3.8 27.5 25 1 Shur Fora Envelop* 0.8 n� -3.8 25 Wind point load 720 Ib at 150.00 in Dead point Toad 669 Ib at 150.00 in Live full UDL 160 ib/ft Dead full UDL 120 Ib/ft Dead self weight of beam x 1 Support A Dead x 1.00 Live x 0.75 Ted s Project Job Ref. Section Sheet nohev. 2 Calc. by MD Date 9/18/2015 Chkd by late App'd by Date Analysis results Maximum moment Design moment Maximum shear Design shear Total Toad on member Reaction at support A Unfactored dead load reaction at support A Unfactored live Toad reaction at support A Unfactored wind load reaction at support A Reaction at support B Unfactored dead Toad reaction at support B Unfactored live load reaction at support B Unfactored wind Toad reaction at support B i kepi Span 1 Support B Wind x 0.75 Dead x 1.00 Live x 0.75 Wind x 0.75 Dead x 1.00 Live x 0.75 Wind x 0.75 Minix = 27522 lb_ft Mmn = 0 Ib_ft M = max(abs(Mmax),abs(Mmn)) = 27522 lb_ft Finax = 3799 Ib Fran = -3799 Ib F = max(abs(Finax),abs(Fmn)) = 3799 Ib Wa = 7598 Ib RA_m.x = 3799 Ib RA_mn = 3799 Ib RA_D.ad = 2029 Ib RA_Liv. = 2000 Ib RA_wind = 360 Ib Rs_max = 3799 Ib Re_mn = 3799 Ib Rs_uad = 2029 Ib Rs_Liv. = 2000 Ib R/_wrw = 360 Ib Glulam section details Net finished breadth of sections b = 4 in Net finished depth of sections d = 16 in Number of sections in member N =1 Overall breadth of member be = N x b = 4 in Alignment of laminations Horizontal Stress class 24F-V4 DF/DF Bending parallel to grain Fb = 2400 Ib/in2 Tension parallel to grain Ft = 1100 Ibfin2 Compression parallel to grain Fc = 1650 Ib/in2 Compression perpendicular to grain Fay = 650 Ibfin2 Shear parallel to grain Fv = 265 Ib/in2 Modulus of elasticity E= 1800000 Ib/in2 Ted s Project Job Ref. Section sheet no.hsv. 3 Calc. by MD Date 9/18/2015 Chk'd by Date App'd by Date Modulus of elasticity, stability calculations Em*n = 950000 Ib/in2 Mean shear modulus Member details Service condition Length of bearing Load duration Section properties Cross sectional area of member Section modulus Second moment of area Adjustment factors Load duration factor - Table 2.3.2 Temperature factor - Table 2.3.3 Flat use factor - Table 5A Bearing area factor - c1.3.10.4 Length of beam between points of zero moment For species other than Southem Pine Volume factor - eq.5.3-1 Depth -to -breadth ratio - Beam is fully restrained Beam stability factor - c1.3.3.3 Ga.t = E / 16= 112500 Ib/in2 Dry Lb = 6 in Ten years A=Nxbxd=64.00in2 Sx=Nxbxd2/6 = 170.67 in3 Sy=dx(Nxb)2/6=42.671n3 Ix=Nxbxd3/12=1365.33in` ly = d x (N x b)3 / 12 = 85.33 in` CD = 1.00 Ct = 1.00 Ciu = 1.01 Cb = 1.00 Lo=25ft x=10 Cv = min((21 ft / Lo)'b` x (12 in / d)'x x (5.125 in / br", 1) = 0.98 d/(Nxb)=4.00 Ct. = 1.00 Bearing perpendicular to grain - c1.3.10.2 Design compression perpendicular to grain Fcyary' = Fc_ynp x Ct x Cb = 650 Ib/in2 Applied compression stress perpendicular to grain fc_pary = RA_max / (N x b x Lb)=1581b/in2 fcyary / Fc_paip' = 0.244 PASS - Design compressive stress exceeds applied compressive stress at bearing Strength In bending - c1.3.3.1 Design bending stress Actual bending stress Strength in shear parallel to grain - c1.3.4.1 Design shear stress Actual shear stress - eq.3.4-2 Deflection - c1.3.5.1 Modulus of elasticity for deflection Design deflection Fb' = Fb x Co x Ct x min(Ci, Cv) x Cc = 2349 Ib/in2 fb=M/Sx=1935Ib/in2 fb / Fb = 0.824 PASS - Design bending stress exceeds actual bending stress Fv. = Fv x Co x Ct = 265 Ib/in2 fv=3xF/(2xA)=891b/in2 ff I Fv' = 0.336 PASS - Design shear stress exceeds actual shear stress E' = Ex x Cr& x Cs =1800000 Ib/in2 Sadm = min(1.66 in, 0.006 x Lat) = 1.660 in Ted s Project Job Ref. Section Sheet no.'ev. 4 Cat. by MD Date 9/18/2015 Chk'd by Date App'd by Date Bending deflection Shear deflection Total deflection Sb.+=1.375in &a=0.064in 6.=8b_.,+&.i=1.438in 6./&dm=0.867 PASS - Design deflection 1s less than total deflection Appendix A 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: ww w. wa sh i ngton 811. corn FMFRGENCY: CALL 911 Know what's below. CaII 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 GOVERNING AUTHORITIES. NOTHING IN THESE SHEETS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES: 2009 IBC, STANDARDS AND AMENDMENTS—WAC 51-50 2009 IMC, STANDARDS AND AMENDMENTS—WAC 51-52 2009 IFC, STANDARDS AND AMENDMENTS—WAC 51-54 2009 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 MEDUSA • INSTALL (3) PROPOSED HYBRID CABLE USING EXISTING COAX ROUTE (1) PER SECTOR SIGNATURE BLOCK APPROVAI SIGNATURE DATE SITE ACQUISITION MANAGER CONSTRUCTION MANAGER A&E MANAGER PLANNING CONSULTANT RF MANAGER RF ENGINEER PROPERTY OWNER SPRINT REPRESENTATIVE AAV MANAGER THIS IS AN EXISTING SPRINT WIRELESS TELECOMMUNICATION FACILITY NETWORK VISION EQUIPMENT UPGRADE 2.5, GHZ UPDATE MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY LATITUDE: 47.50880833 / 47° 30' 31.709" (NAD 83) (GPS READING) LONGITUDE: —122.2791444 / —122° 16' 44.92" (NAD 83) (GPS READING) ROOFTOP (TRIPOD TOWER) SEATTLE MARKET AREA MAP VICINITY MAP DRIVING DIRECTIONS FROM SEA TAC INTERNATIONAL AIRPORT: TO SITE: HEAD SOUTH ON DEPARTURES DR 0.4 MI CONTINUE ONTO AIRPORT EXPRESSWAY 1.3 MI KEEP RIGHT AT THE FORK AND MERGE ONTO WA-518 E 1.5 MI TAKE THE INTERSTATE 5 N EXIT ON THE LEFT TOWARD SEATTLE 0.6 MI MERGE ONTO 1-5 N 2.5 MI TAKE EXIT 157 FOR ML KING WAY 0.4 MI MERGE ONTO MARTIN LUTHER KING JR WAY S DESTINATION WILL BE ON THE RIGHT 0.4 MI 10400 MARTIN LUTHER KING JR WAY S SEATTLE, WA 98178 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 Be 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 SPRINT P.O. BOX 1292 MAPLE VALLEY, WA 98038 CONTACT: JUSTIN ABBOTT PHONE; 206-790-4655 PROPERTY INFORMATION: PROPERTY OWNER: PROPERTY OWNER ADDRESS: SEBCO, INC. 4020 E MADISON, SUITE 320 SEATTLE, WA 98112 TOWER OWNER: N/A/ SITE ID: SE25XC333 ZONING CLASSIFICATION: CONSTRUCTION TYPE: OCCUPANCY: LIGHT INDUSTRIAL (LI) EXISTING JURISDICTION: CITY OF TUKWILA CURRENT USE: UNMANNED WIRELESS TELECOMMUNICATIONS NEW USE: UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY FACILITY PROJECT DIR ARCHITECT: DHD ARCHITECTURE PLLC. 13424 246TH AVE SE ISSAQUAH, WA 98027 CONTACT: DAVID H DEAN PHONE: 425-657-0552 EMAIL: davidhdean®msn.com SITE ACQ. PROJECT MANS SPRINT CORPORATION CONTACT: KEVIN FOY 206-427-5856 LEASING CONSULTANT: SELECT SITE ACQUISITION, LLC P.O. BOX 1292 MAPLE VALLEY, WA 98038 CONTACT: TOM SPAULDING PHONE; 650-3 CONSTRUCT SPRINT CORPO!{A CONTACT: JIM �0 PHONE: 206-387-5657 PHONE: 208-672-6402 W BUILDING DEPARTMENT: WED FOR CQMPLIANCE APPROVED OCT 0 7 2015 I 4 City of Tukwila BUILDING DIVISION SIONNOI � CITY OF NEWCASTLE 12835 NEWCASTLE WAY, SUITE 200 NEWCASTLE, WA 98056 PHONE: 425-649-4444 ELECTRICAL COMPANY: PUGET SOUND ENERGY PHONE: 1-888-321-7779 TELCO COMPANY: NAME PHONE AW MANAGER: NAME ADDRESS ADDRESS CONTACT PHONE RF ENGINEER: NAME ADDRESS ADDRESS CONTACT PHONE EMAIL IKECENED CITY OF TUKWILA SEP 18 2015 PERMIT CENTER D1. olp'� MIN S pri nt °> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 02—XX-14 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473) \ REGISTERED ARCHITECT DAVID H. DEAN \STATE OF WASHINGTON SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 REVISION: A DHD PROD. NO. 2014-002 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. GFNFRAI CONSTRUCTION NOTFS 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE, THE LATEST EDITIONAND ALL OTHER APPLICABLE CODES AND ORDINANCES. 2. CONTRACTORSHALL CONSTRUCT T SITE IN ACCORDANCE WITH THESE DRAWINGS AND SP RINT 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 VISIT THE JOB SITE 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 DISCREPANCIES 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 CONDITIONS. 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 OUESTIONS 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. B. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIOUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING 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 CONSTRUCTION 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 BE 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 REOUIRED 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 SHALL 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 REQUIRED FOR THE ELECTRICAL SERVICE UPGRADE. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY 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 REOUIREMENTS, 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., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE 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. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER & TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDED BUT NOT BE LIMITED TO: A. UL -- UNDERWRITERS LABORATORIES B. NEC -- NATIONAL ELECTRICAL CODE C. NEMA -- NATIONAL ELECTRICAL MANUFACTURERS ASSOC. D. OSHA -- OCCUPATIONAL SAFETY AND HEALTH ACT E. IBC -- INTERNATIONAL BUILDING CODE F. NFPA -- NATIONAL FIRE CODES 4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPAENT, AND CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND AND LOCATIO NS WHEN NEEDED. 5. EXISTING SERVICES: CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT 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 EQUIPMENT. 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 RESTRICTIONS, 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 BEGINNING ANY WORK. 9. MINIMUM WIRE SIZE SHALL BE j)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 IS 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 NOT 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 REOUIRED 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 SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG 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 RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION 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 ELECTRICAL CONTRACTOR. 24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK -MAKE AND OUICK-BREAK ENCLOSURES, AS REOUIRED 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 REOUIRED BY NEC. 28. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WITH TYPE THWN INSULATION, 600 VOLT, COLOR CODED. USE SOLID CONDUCTORS FOR WIRE UP TO AND 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 SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER. 30. SERVICE: 240/120V, SINGLE PHASE, 3 WIRE CONNECTIONS AVAILABLE 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 TWO LENGTHS OF WARNING TAPE AT 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 ON SHEET A-4. THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUCTION. 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 TOWER (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 COLOR CODED AS SHOWN ON SHEET RF-1 AND IN ACCORDANCE WITH SPRINT SPECIFICATIONS. 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF-1 AND AS FOLLOWS: A. MAIN LINE 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. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" 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. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED. 2. DO 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 HOT 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 SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO in r, '7*• FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS. • ` . �- • M ,1 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., 511CIT Y OF T L BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REOUIREMENTS. 10. STRUCTURAL FILLS SUPPOR'. V, :1 a..lf .M 1X11:1=8.'"' ••� • .�• • MAXIMUM 9 ill 11. NEW GRADES NOT IN BUIL•` .; ;' CollynIAMIL EYED BY FILLING WITH APPROVED CLEAN FIL DENSITY. PERMIT CE 12. ALL FILL SHALL BE PLACE P MOMS SHOULD NOT EXCEED THAT WHICH CAN BE PROP. • PACE DEPTH PITH THE EQUIPMENT AVAILABLE. STANDARD PROCTOR DRY D 13. ANY FILLS PLACED ON EXI VERTICAL SHALL BE PROPE GEOTECHNICAL ENGINEER. SLOPES' P µ.REAT7E 10 H RIZOITAL TO 1 NCHE ITHE I INC AS DIRECT D BY A 14. CONTRACTOR SHALL CLEAN . i E SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS. THRASH, WEEDS, BRUSH OR OTHER DEPOSITS WILL REMAIN. ALL MATERIAL: COLLECTED DURING CLEANING OPERATIO ALL BE DISPOSEDOFOFF-SITE BY THE GENT RAL CONTRACTOR. 15. ALL TREES AND SHRUBS WH '.;E '1_�+. RO CT 4 E IMPROVEMENTS SHALL BE PROTECTED BY THE GEN: ':,1 1 v �..._. ,��K�/,� {`�^J N 16. ALL SITE WORK SHALL BE C _ -• - �CNERAL SNTKPI WITH LOCAL UTILITY COMPANY, TELEPHON - • - HAVING JURISDICTION OVER THIS LOCATION SEP 18 2 Spri nt Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 02-XX-14 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED D ARCHITECT WiLA H. DEAN J15 STATDEAOFDWASH NGTON TER SHEET TITLE: GENERAL NOTES SHEET NUMBER: REVISION: AI. DHD PROD. NO. , 2014-002 NE 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 PROHIBRED. FOUNDATION, EXCAVATION AND BACKFILL NOTES 1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. RTICAL. IL PLACEMENT ONCRETE SHALL BE OF UNDISTURBED SO S PREPARED FOROFC 2. ALL EXCAVATIONS E ED 0 SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOILS, AND 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 UNSUITABLE 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 HRS 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. FDOT TYPE No. 57 FOR FENCED COMPOUND; FDOT 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 TO 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 MATTER, 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 EQUIPMENT 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 TO 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 OUALITY 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 A WITH THELATEST F THE AISCMANUAL OF STEEL 1 ALLSTEELWORK SHALL BE IN ACCORDANCE LA ES EDITION 0 0 CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITHAST M ASINDICATED 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 HOT 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 BE 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, LUMPS, 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 fc'=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 "B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #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 DRILLING 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 FOR WIRELESS SITES EA 3.6 WEATHERPROOFING CONNECTORS AND GROUND KITS: 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 'A' AND EXTENDING PAST THE CONNECTION BY TWO INCHES AS DISCUSSED BELOW; 2. THE COAXORIAL 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. 9. 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 MATING 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 SO 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. THE 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 SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. TAPE SHALL BE CUT WITH A SHARP KNIFE. C. BUTYL RUBBER TAPE INSTALLATION PROCEDURE: 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 DIRT. 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 SO 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 SO 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 E. ALLCABLLAYERS 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. REOUIRED 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 SO THAT THE ENDS ARE IN AN REVIE��JJ,,pp.��������''�� �..08'@� ....T .. +TINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED. 'I>f¢O1C ACH RMM TING BY 1TAPE NCHWITHESEH OTOPYERS OF �TIWw•O LAYBLACK'y��EELLLLE.�CTT}ICAL TAPE- 21 /� CT WITH THE TA ATER "'"�I �0�,�r,�� �HF;CT. THE LAYERS H APECOLLWIDTH) NDPPOOST THTTHESEF'>M4M T LL BE WRAPPE T,'TAPE' WILLB ELH LT PACKETS ARE HE(ELAS"1 WRAP EOFHAPE BEWRAPPED NOT D BEO PULLED OR STRETCHED. ALL oC3@TO % PE820151TH A SHARP KNIFE OR SCISSORS. SEP 18 2015 • PERMIT CENTER City of Tukwila BUILDING DIVISION Spri nt I Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SF25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 02-XX-14 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET '>173 REGISTERED ARCHITECT DAVID H. DEAN STATE OF WASHINGTON SHEET TITLE: GENERAL NOTFS SHEET NUMBER: N-2 REVISION: A DHD PROJ. NO. 2014-002 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. S. 104TH PL EXISTING zr,,,- PROJECT AREA ACCESS EXISTING PROJECT AREA ACCESS PROJECT AREA - SEE ENLARGED PLANS & ELEVATIONS GENERAL NOTES THIS IS NOT A SITE SURVEY. ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF -WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND OR SATELLITE IMAGES AND ARE APPROXIMATE. EXISTING BUILDING EXISTING PARKING l z r c m z 0 REWE FOR CODE DPM - IAN E ' APP O D 0, 00 7 115 City of To 'la BUILDING DIVI • ION 22"x34" SCALE: 1" = 50'-0" 11' 17" SCALE: 1" = 100'-0" 5 0' RECEVED CITY OF TUKWI SEP 18 2015 PERMIT CENTE OVERALL SITE PLAN' 1 PL17fflO'7 S pri nt\> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 02-XX-14 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 473 REGISTERED ARCHITECT DAVID H. DEAN \STATE OF WASHINGTON SHEET TITLE: OVERALL SITE SHEET NUMBER: A-1 REVISION: A DHD PROD. NO. 2014-002 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. PROJECT AREA - SEE NLARGED PLANS & ELEVATIONS EXISTING 1900MHZ SPRINT ...- ROOFTOP MAST & ANTENNA PLATFORM W/ RADOME TO REMAIN ►FLEX FFIFY - ACCESS TO SPRINT SITE FROM PUBLIC RIGHT-OF-WAY HFI FX EXISTING SPRINT UNDERGROUND TRENCH TO EQUIPMENT AREA (APPROXIMATELY 83' RUN) - PREPARE FOR INSTALLATION F NEW HYBRID LINE PROPOSED 2.5GHz SPRINT ROOFTOP MAST & ANTENNA PLATFORM W/ RADOME TO BE MOUNTED TO (E) ROOFTOP IFI FX- I4'I FX- LFI FX -EXISTING BUILDING PARAPET PROJECT AREA - SEE ENLARGED PLANS & ELEVATIONS EXISTING ROOF TOP CABLE TRAY W/ EXISTING COAX CABLE LINES FROM GROUND BASED EQUIPMENT TO ANTENNAS !FI FX 1 GENERAL NOTES THIS IS NOT A SITE SURVFY- ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF -WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND OR SATELLITE IMAGES AND ARE APPROXIMATE. REVIEWED FOR QDE COMPLIANCE APPROVED OCT 0 7 2015 City of Tukwila BUILDING DIVISION CITY OF rjie SEP 18 2 PERMIT CEN J 22"x34" SCALE: 3/32" = 1'-0" eiemm 11"x17" SCALE: 3/16" = 1'-0" 16 8 0 16' ENLARGED SITE / COM OUND PLAN I 1 D1'"flf (Y Sprint> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SF2SXC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 02-XX-14 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ' A ARCHITECT i DAVID H. DEAN .R \...STATE OF WASHINGTON SHEET TITLE: ENLARGED SITE SHEET NUMBER: A-2A REVISION: DHD PROJ. NO. 2014-002 1' r THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS 5 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. in 13'-6" 12'-0" EXISTING CABLE TRAY W/ I EXISTING HYBRIFLEX ELEC. TELCO 01 EXISTING SPRINT TELCO / PPC CABINET TO REMAIN EXISTING SPRINT BATTERY CABINET EXISTING SPRINT MMBS CABINET EXISTING 6'-0" CHAIN LINK FENCE TO REMAIN 0 in 13'-6" PROPOSED SPRINT HYBRIFLEX TO ROOFTOP m 0 0 EXISTING CABLE TRAY W/ EXISTING / HYBRIFLEX 12'-0" II II \�, I I ALL EXISTING SPRINT GROUND BASED EQUIPMENT TO REMAIN — NO ADDITION SPRINT EQUIPMENT INSTALLED AT THIS TIME EXISTING SPRINT TELCO / PPC CABINET TO REMAIN EXISTING SPRINT BATTERY CABINET EXISTING SPRINT MMBS CABINET EXISTING 6'-0" CHAIN LINK FENCE TO REMAIN 22"x34" SCALE: 1/4" = 1'-0" 11%17" SCALE: 1/8" = 1'-0" 32' 1 0 EXISTING EQUPMENT PLAN 22x34" SCALE: 1/4" = 1-0" 11"x17" SCALE: 1/8" = 1'-0" 4' 3' 2' 1' 0" 4' PROPOSED TEMP. EQUIPMENT PLAN 0 Lf) 13'-6" 12'-0" PROPOSED SPRINT HYBRIFLEX TO ROOFTOP 0 0 EXISTING CABLE TRAY W/ EXISTING HYBRIFLEX 8 22"x34" SCALE: 1/4" = 1'-0" 11"z17" SCALE: 1/8" = 1'-0" 4 3 2 1 0 4' wu w ALL EXISTING SPRINT GROUND BASED EQUIPMENT TO REMAIN — NO ADDITION SPRINT EQUIPMENT INSTALLED AT THIS TIME EXISTING SPRINT TELCO / PPC CABINET TO REMAIN EXISTING SPRINT BATTERY CABINET EXISTING SPRINT MMBS CABINET EXISTING 6'-0" CHAIN LINK FENCE TO REMAIN PROPOSED EQUIPMENT PLAN 13 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. 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 ViEWED FOR E COMPLIANCE APPROVED OCT 0'7 2015 City of Tukwila DING DIVIS9- / R OVED ITEMS 14 1) 410(h RE.:CEVED CITY OF TLfl<W L SEP 1 8 2015 PERMIT CENTE Spri nt> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: McEC�QUIEEN 10400 MARTIN 5XC333UTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 02—XX-14 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED A ARCHITECT DAVID H. DEAN STATE OF WASHINGTON SHEET TITLE: ENLARGED EQUIPMENT PLANS SHEET NUMBER: A-3A REVISION: DHD PROJ NO. 2014-002 EXISTING SPRINT 1900HMZ RRU (1 PER SECTOR — TOTAL OF 3) EXISTING ANTENNA TRI—POD FRAME ATTACHED TO ROOF EXISTING BUILDING PARAPET EXISTING SPRINT 1900MHZ QUAD ANTENNA (1 PER SECTOR — TOTAL OF 3) EXISTING SPRINT 38" RADOME TO REMAIN 22"x34" SCALE: 3/16 = 1-0 11"x17" SCALE: 3/8 = 1'-0" 8' 4 EXISTING ANTENNA PLAN (P) SPRINT ANTENNA TRI—POD FRAME ATTACHED TO (E) ROOF W/ NEW UNI—STRUT BRACING FOR (P) RRH'S (P) SPRINT 38"0 RADOM, (PROVIDED BY OTHERS) VERIFY SIZE W/ PROPOSED ANTENNAS PRIOR TO CONSTRUCTION EXISTING BUILDING PARAPET (P) SPRINT 2.5GHz PANEL ANTENNA MOUNTD ON (P) 3Y2"0 O.D. PIPE — 1 PER SECTOR, TOTAL OF 3 (P) SPRINT 2.5GHz RRH MOUNTED ON (P) 3Yz" O.D. PIPE. PROVIDE PIPE ADAPTER KIT TO SUIT IF NECESSARY — 1 PER SECTOR, TOTAL OF 3 22"x34" SCALE: 3/16" = 1-0" 111 11"x17" SCALE: 3/8 = 1'-0" 8' 4' 0" 8' PROPOSED TEMP. ANTENNA PLAN EXISTING SPRINT 1900HMZ ANTENNAS & RRU (1 PER SECTOR — TOTAL OF 3) TO REMAIN (P) SPRINT ANTENNA TRI—POD FRAME /Q EW UNI- STRUT TBRACING O (E) OFORF W(P)N RRH'S IH" (P) SPRINT 38"0 RADOM, (PROVIDED BY OTHERS) VERIFY SIZE W/ PROPOSED ANTENNAS PRIOR TO CONSTRUCTION , .. .1 , .. t ,w, \ IV \ \ ����&T��1 ■vi���suvacw•: EXISTING BUILDING PARAPET (P) SPRINT 2.5GHz PANEL ANTENNA MOUNTD ON (P) 3Y2"0 0.D. PIPE — 1 PER SECTOR, TOTAL OF 3 (P) SPRINT 2.5GHz RRH MOUNTED ON (P) 3) " 0.D. PIPE. PROVIDE PIPE ADAPTER KIT TO SUIT IF NECESSARY — 1 PER SECTOR, TOTAL OF 3 NOTE: 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 BY 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 130' 1" 1/2" 6' 9.8' COMMSCOPE iRET AISGv2.0 BETA 2.5GHz RRH (1)2.5GHz 130' 1" 1/2" 6' 9.8' COMMSCOPE iRET AISGv2.0 GAMMA 2.5GHz RRH (1)2.5GHz 130' 1" 1/2" 6' 9.8' COMMSCOPE iRET AISGv2.0 ANTENNA SCHEDULE SECTOR ANTENNA FREQUENCY ANTENNA MFR. ANTENNA MODEL ANTENNA QUANTITY AZIMUTH RAD CENTER ANT. SIZE ELECT TILT MECH TILT ALPHA 2.5 GHz KMW ET-X-WM-18-65-8P 1 (PER SECTOR) 0' 30'-0" 69.7" -O' N/1L"+ NSA BETA 2.5 GHz KMW ET-X-WM-18-65-8P 1 (PER SECTOR) 120' In'_n" 69.7" GAMMA 2.5 GHz KMW ET-X-WM-18-fi�� j(E-R]yr �lpj�A �O'-O" I69.7" -3' CIT> CODE CQMPLIANCE APPROVED OCT 0 7 2015 City of Tukwila BUILDING DIVISION •, ; 1i✓ T;��r,V11 SEP 18 2015 PERMIT CENTE 22"x34" SCALE: 3/16" = 1-0" 11"x17" SCALE: 3/8 = 1'-0" 84 0 8' PROPOSED ANTENNA PLAN 1 3 NOTES / ANTENNA SCHEDULE 14 ijUI' MO'1 Spri nt> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 02—XX-14 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET \7%4S REGISTERED ARCHITECT DAVID H. DEAN A \.STATE0FWASHINGj TON SHEET TITLE: ANTENNA PLANS SCHEDULES SHEET NUMBER: A_4 REVISION: A DHD PROD. NO. 2014-002 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. TOP OF (N) SPRINT NV ANTENNAS IF ELEV. 34'40" AGL 66 RAD CENTER OF (N) SPRINT NV ANTENNAS ELEV. 30'-0' AGL (E) BUILDING ROOF DECK IF ELEV. 24'-8" AGL EXISTING SPRINT HYBRID CABLE ROUTE FROM GROUND BASED EQUIPMENT TO ANTENNAS — PREPARE FOR NEW HYBRID LINES Lik FINISH GRADE ELEV. 1T-0" REF. EAST ELEVATION (P) SPRINT RADOME SCREEN TO MATCH (E) — VERIFY IN FIELD (P) SPRINT 2.5GHz PANEL ANTENNA MOUNTD ON (P) 31V"0 O.D. PIPE — 1 PER SECTOR, TOTAL OF 3 P) SPRINT 2.5GHz RRH MOUNTED ON (P) 3Yz" 0.D. PIPE. PROVIDE PIPE ADAPTER KIT TO SUIT IF NECESSARY EXISTING BUILDING EXISTING SPRINT TRI—POD BASE TO REMAIN -- BEYOND / NOT SHOWN FOR CLARITY 7 22"x34" SCALE: 3/64 = 1'-0" 11"x17" SCALE: 3/32" = 1'-0" 8 6 4 2 0 In • • • • • • • 8' EXTERIOR ELEVATION 12 PAINT NOTES PAINT NOTES: 1. (N) SPRINT EXPOSED ANTENNAS AND MOUNTING HARDWARE TO BE PAINTED TO MATCH (E) SITE CONDITIONS PER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. 2. (N) SPRINT EXPOSED ANTENNA SUPPORT EQUIPMENT AND MOUNTING HARDWARE TO BE PAINTED TO MATCH (E) SITE CONDITIONS PER EOUIPMENT MANUFACTURER'S RECOMMENDATIONS. NOTES 1. FINAL ANTENNA CONFIGURATION SHOWN ON THIS PLAN —. SEE ANTENNA PLAN SHEETS FOR EXISTING AND TEMPORARY INTERIM CONFIGURATION. 2. EXISTING TOWER INVENTORY PROVIDED BY OTHERS. 3. ALL (N) ANTENNA, RRU, AND CABLING WORK SHALL NOT COMMENCE UNTIL A SIGNED AND SEALED STRUCTURAL TOWER/POLE, SPRINT PLATFORM AND FOUNDATION REPORT IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES MATCHING THE DESIGN DEPICTED ON THESE DRAWINGS HAS BEEN PROVIDED. 4. ALL (E) SPRINT COAX CABLES AND ANTENNAS ARE TO BE REMOVED FROM THE SITE. 5. IF PRESENT, ALL (E) CLEARWIRE ANTENNAS, MICROWAVE DISHES AND COAX CABLES TO REMAIN. 6. (N) SPRINT NV ANTENNAS ARE TO BE INSTALLED SO THAT THE TOP OF THE (N) ANTENNA ALIGNS WITH THE TOP OF THE (E) SPRINT CDMA ANTENNAS THAT ARE TO BE REMOVED. EXISTING SPRINT 1900MHZ QUAD ANTENNAS Sc RRU'S (1 PER SECTOR, TYPICAL OF 3) MOUNTED BEHIND (E) RADOME TO REMAIN TOP OF (N) SPRINT NV ANTENNAS IF ELEV. 34'-10" AGL Ak RAD CENTER OF (N) SPRINT NV ANTENNAS 4117. ELEV. 30'-0" AGL (E) BUILDING ROOF DECK ELEV. 24'-8" AGL di FINISH GRADE ELEV. IT-0" REF. SOUTH ELEVATION (P) SPRINT RADOME SCREEN TO MATCH (E) — VERIFY IN FIELD (P) SPRINT 2.5GHz PANEL ANTENNA MOUNTD ON (P) 3Y2"0 0.D. PIPE — 1 PER SECTOR, TOTAL OF 3 (P) SPRINT 2.5GHz RRH MOUNTED ON (P) 3Y2" 0.D. PIPE. PROVIDE PIPE ADAPTER KIT TO SUIT IF NECESSARY EXISTING BUILDING REWED FOR CODE COMPLIANCE APPROVED OCT 0 7 2015 • City of Tukwila BUILDING DIVISION CITY OF TUi:Wi SEP 18 20 PERMIT CENT 22"x34" SCALE: 3/64 = 1'-0" MI IN MI • 11"x17" SCALE: 3/32" = 1'-0" 8' 6' 4' 2 0" 8' EXTERI R ELEV TIQN 14 IJ (4/ 0 E Spri nt Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SF?5XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 02—XX-14 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT DAVID H. DEAN TON \.STATE0FWASHINGj R SHEET TITLE: EXTERIOR ELEVATIONS SHEET NUMBER: A-5A REVISION: DHD PROD. NO. 2014-002 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. 22"x34" SCALE NOT TO SCALE 11"x17" SCALE: NOT TO SCALE EQUPMENT DETAIL I 1 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE EQUPMENT DETAIL 12 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE EQUPMENT DETAIL 13 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 SPECIFICATIONS ARE SUBJECT TO CHANGE W/ OUT NOTICE RF CONNECTOR (TYP) IQ BOTTOM ANTENNA INFORMATION PULLED FROM PRELIMINARY PRODUCT DATA SHEET (E) OR (P) PIPE MOUNT FRONT SIDE 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE ANTENNA DETAIL 14 2.5GHz RRU W/ FINGER GUARD MANUFACTURER: SAMSUNG MODEL: XXXXXXXXXX WEIGHT: 59.5 LBS (27kg) DIMENSIONS: 15.5" X 18.6" X 9.45" PORTS: 8RF OUTPUT - MINI DIN SPECIFICATIONS ARE SUBJECT TO CHANGE W/ OUT NOTICE 1'-3 1/2" RF CALIBRATION PORT N-TYPE 8 RF OUTPUT PORTS - MINI DIN 00 0 0 000 II F BER MPO CONNECTOR 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 0 0 000 000� O 0 0 0 O 0 0 0 0 000000000 000000000 0 000000000 0 000000000 000000000000000000 0 00 00 00 00 00 00 00 00 0 O O O O O O O O 0 0O0O0O0O0O0O0O0O� -0-0-0-0-0-0-0-0-0 00000000000000000 0 00 00 00 00 00 00 00 00 0 O O 0 0 O O O O 0 0 000000000 0 000000000 000000000000000000 O0O0O0O0O0O0O0O0O, ®eee 8 ege12 000 DC POWER CONNECTOR 9 1/2" 000000000 000000000 O O O O 0 0000 00000 000000000 000000000 O 0 a 0 0 00 00 0000 _9 ?9 0000 0 2.5GHZ RRU MECHANICAL SPECIFICATIONS 16 PROPOSED SAMSUNG RRH MOUNTED BEHIND NEW ANTENNA PROPOSED SAMSUNG MOUNTING BRACKET & HARDWARE EXISTING OR PROPOSED 3"0 PIPE MOUNT PROPOSED ANTENNA - SEE DETAIL FOR ADDITIONAL INFORMATION 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE Ilnu6nuu°muui ulll �J- IIIIIIIIIIIIIIIIIIIIIII:I0 BOTTOM EXISTING OR PROPOSED 3Y="0 PIPE MOUNT PROPOSED SAMSUNG RRH MOUNTED BEHIND NEW ANTENNA REAR PROPOSED SAMSUNG RRH MOUNTED BEHIND NEW ANTENNA PROPOSED SAMSUNG MOUNTING BRACKET & HARDWARE EXISTING OR PROPOSED 3V4"0 PIPE MOUNT SIDE PROPOSED ANTENNA - SEE DETAIL FOR A IA ORMA EEWED FO CODE_�Cw/QMPLIAI� A wNNA MOUAIP ROVED MANUFACTURER OCT 0 7 2015 City of TukwI� BUILDING DIVIS RRU POLE INSTALLATION DETAIL 18 ADDITIONAL INFORMATION PROPOSED HYBRID CABLES, JUMPERS, CLAMPS, ETC. NOT SHOWN FOR CLARITY 111 - SEE ANTENNA / RRH DETAILS FOR SEE STRUCTURAL REPORT FOR ADDITIONAL BALLAST INFORMATION PROPOSED RUBBER MAT UNDER BALLAST TIE DOWN KIT EQUPMENT DETAIL 110 22%34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE THE INFORMATION CONTNNED 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. 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE PROPOSED TRI-POD ANTENNA POLE PROPOSED SPRINT ANTENNAS PER PLAN PROPOSED 36" 0 RADOME - VERIFY SIZE OF SPRINT ANTENNAS & MOUNTS CITY OF Tj PRIOR TO RADOME DESIGN & CONSTRUCTION PROPOSED SPRINT RRH'S ATTACHED TO NEW VALMONT NON -PENETRATING TRI-POD MOUNT - INSTALL ADDITIONAL UNISTRUT BRACING AS REQUIRED PROPOSED TRPD-HD VALMONT NON -PENETRATING TRIPOD ANTENNA MOUNT (OR APPROVED EQUAL) (E) ROOF MEMBRANE SEP 1 PERMIT CE TRI-POD / ANTENNA / RADOM DETAIL 112 114/ MO? Spri nt> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD 0202 -XX-14 CD FINAL DHD ICE D ON NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED L ARCHITECT ♦U11 ILA '.015 DAVID H. DEAN v...,STATE OF WASHINGTON ITER SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: A-6 REVISION: A DHD PROJ NO. 2014-002 TYPICAL HYBRID CABLE COLOR CODE SECTOR FIRST RING SECOND RING THIRD RING A GREEN NO TAPE NO TAPE B GREEN GREEN NO 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/LF (FT) INCHES (LBS) TYPE 1 30.-135' 1.35 1 #8 AWG TYPE 2 136.-225' 1.5 1.5 )f6 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 CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE COLOR CODING 22x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE HYBRID CABLE TYPES 14 1 3/4" TAPE 7/8" SPACE FIRST RING BETWEEN HYBRID COLOR CODE RINGS (4) PAIR COPPER TO RRU (6) FIBER CABLES HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) (4) PAIR COPPER TO CABINET{ (6) FIBER CABLES 1 3/4" TAPE SECOND RING (IF APPLICABLE PER SECTOR) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 1 3/4" TAPE FIRST RING HYBRID COLOR CODE 1 3/4" TAPE 7/8" SPACE SECOND RING BETWEEN (IF APPLICABLE PER RINGS SECTOR) 7/8" SPACE BETWEEN RINGS 1 3/4" TAPE THIRD RING (IF APPLICABLE PER SECTOR) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 7/8" SPACE BETWEEN RINGS HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) NOTE: HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 1 3/4" TAPE THIRD RING (IF APPLICABLE PER SECTOR) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 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 FIRST 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. 3. THE HYBRID CABLE COLOR SHALL BE APPLIED IN ACCORDANCE WITH THE "TYPICAL HYBRID CABLE COLOR CODE" TABLE ABOVE FOR THE RESPECTIVE SECTOR. 4. INDMDUAL 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 INDMDUAL CABLES, AND THE TAPE SHALL BE KEPT IN THE SAME LOCATION AS MUCH AS POSSIBLE. 8. COLOR BAND ON JUMPERS SHALL BE 2" WIDE WITH A 2" SPACE. 1 3/4" SPACE BETWEEN HYBRID 1 3/4" TAPE 1 3/4" TAPE CABLE COLOR CODE FIRST RING SECOND RING AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR COLOR CODE CODE CODE NO SPACE BETWEEN CABLE FREQUENCY COLOR CODE (SEE TABLE FOR DETAILS) 1 3/4" SPACE BETWEEN HYBRID 1 3/4" TAPE 1 3/4" TAPE CABLE COLOR CODE FIRST RING SECOND RING AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR COLOR CODE . CODE CODE NO SPACE BETWEEN CABLE 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 FIRST RING HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 1 3/4" SPACE FROM END OF BREAK-OUT CYLINDER 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) WRAP TAPE AROUND CABLE. THREE TIMES, MIN. (TYP) HYBRID CABLE TO CABINET 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 SECOND RING FREQUENCY COLOR CODE 1 3/4" TAPE FIRST RING FREQUENCY COLOR CODE WRAP TAPE AROUND J HYBRID CABLE CABLE. THREE TIMES, TO RRU MIN. (TYP) 1 3/4" SPACE BETWEEN CABLE CODE AND FREQUENCY COLOR CODE i 1 3/4" TAPE THIRD RING CABLE # FO D 2015 of Tukwi BUILDING DIVIS RECEi E 7/8" SPACE CITY OF TUK 2 FROM RRU 1 7/8" SPACE 1 3/4" TAPE THIRD RING CABLE # 1 3/4" SPACE BETWEEN CABLE CODE AND FREQUENCY COLOR CODE 1 3/4" TAPE FIRST RING FREQUENCY COLOR CODE 1 3/4" TAPE SECOND RING FREQUENCY COLOR CODE 1 RRU & END C OF JUMPER JUMPER CABLE CONNECTION AT RRU AND ANTENNA ANTENNAEND 0FSEP 18 ;0 JUMPER PERMIT CEN FROM ANTENNA 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 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. HYBRID V"$bt// CLE COLOR DtI/E�TAIL 112 Spri nt> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 02-XX-14 CD FINAL DHD C CE plp { fR CONSTRUCTION UNLESS LABELED AS VV���� CONSTRUCTION SET 7473 REGISTERED ARCHITECT VI A 5 DAVID H. DEAN STATE OF WASHINGTON ERA SHEET TITLE: ANTENNA AND CABLE DETAILS SHEET NUMBER: RF-1 REVISION: A DHD PROJ NO. 2014-002 FI FCTRICAI NOTES FI FCTRICAI NOTES (CONY) 1 ALLCONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE 1. ELECTRICAL WORK SHALLDONEIN ACCORDANCE WITH CURRENT NATIONAL 6. CO DU S ALL ELEC C L 0 BE ELECTRICAL CODES AND ALL LOCAL AND STATE CODE, LAWS. AND 346-10. NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT WITH 1 MINIMUM IN I W P FOR ALLCONDUITS 2" OR LARGER. ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC ELBOWS 2INSIDE SWEEPS S 0 0 STANDARDS. 17. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING 2. CONTRACTOR SHALL COORDINATE WITH LOCAL POWER COMPANY FOR REQUIREMENTS OF GROUNDING BUSHINGS. POWER SERVICE LINE TO THE METER BASE, WHEN REQUIRED. POWER SERVICE REQUIREMENT IS COMMERCIAL. AC NOMINAL 120/208 VOLT OR 120/240 VOLT, SINGLE 18. ALL WIRE SHALL BE "TYPE THWN, SOLID. ANNEALED COPPER UP TO SIZE 1/10 AWG PHASE WITH 200 AMP RATING. (18 AND LARGER SHALL BE CONCENTRIC STRANDED) 75 DEGREE C. (167 DEGREES F), 98' CONDUCTIVITY. MINIMUM #12. 3. CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE COMPANY FOR SERVICE LINE REQUIREMENTS TO TERMINATE AT THE PPC CABINET. 19. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES. J-BOXES, EQUIPMENT BOXES AND 4. CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER BASE AND 200A DISCONNECT CABINETS WITH APPROVED PLASTIC TAGS, ACTION CRAFT, BRADY, OR APPROVED EQUAL. SWITCH PER SITE PLAN DETAIL DRAWINGS AND PER LOCAL UTILITY COMPANIES 20. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. SPECIFICATION, WHEN REQUIRED. THE METER BASE SHOULD BE LOCATED IN A MANNER WHERE ACCESSIBLE BY THE LOCAL POWER COMPANY. 21. CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE MECHANICAL EOUIPMENT TO AVOID LOCATION TO CONFLICTS. VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS 5. LOCAL POWER COMPANY SHALL PROVIDE 200 AMP ELECTRIC METER. CONTRACTOR SHALL REQUIRED. COORDINATE INSTALLATION OF METER WITH LOCAL POWER COMPANY. 6. UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON 22. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. TRENCH. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT 23. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE EXPOSED ABOVE GROUND SHALL BE GALVANIZED RIGID STEEL TUBING UNLESS OTHERWISE SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE INDICATED. BONDED AT ALL JUNCTION BOXES. PULLBOXES, AND ALL DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. 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 24. THE CONTRACTOR SHALL PREPARE AS -BUILT DRAWINGS. DOCUMENT ANY AND ALL DESIGNATED TELCO DEMARCATION OR 2-FEET OUTSIDE FENCED AREA, NEAR UTILITY POLE WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS (IN FENCED AREA), OR END CAP OFF AND PROVIDE MARKER STAKE PAINTED BRIGHT CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION. ORANGE WITH DESIGNATION FOR TELCO SERVICE. 25. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED 8. CONDUITS INSTALLED AT PCS EQUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH SHALL BE STUBBED AND CAPPED AT 6" ABOVE GRADE OR PLATFORM. IF SERVICE LINES CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM (NO EXCEPTIONS.) CANT BE INSTALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS. PROVIDE SAMPLE FOR CONSTRUCTION MANAGER'S APPROVAL. 9. THE SPRINT CABINET, INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL, SHALL BE 26. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH PROVIDED BY OWNER AND INSTALLED BY THE CONTRACTOR. CONTRACTOR IS TO INSTALL (ADA) AMERICANS WITH DISABILITIES ACT AS ADOPTED BY THE APPLICABLE BREAKER(S) NOT PROVIDED BY MANUFACTURER. SEE PANEL SCHEDULE ON THIS SHEET STATE. FOR BREAKER REQUIREMENTS. 27. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH 10. LOCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE PROVIDED BY GENERAL BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION CONTRACTOR. MANAGERS APPROVAL. SLEEVES ANO/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING 11. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. ANY OF THE WALL OR STRUCTURE. FILL FOR FLOOR PENETRATIONS SHALL PREVENT PASSAGE QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE OF WATER, SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS CONTRACTORS FUNCTIONS. THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO PURPOSE. THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. 28. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE FIELD IER 12. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE VERIFIEDPRIORT WITH THE- OWNER'S CONDUIT REPRESENTATIVEDWIRE.AND EQUIPMENTIPEHALL BE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO NK CT ROUGH -IN ACCORDING Of AND WIRE. ALL FEURNISHED ONSHALL BE PROPERLY CONNECTED TO THE NAMEPLATE DATA FURNISHED THE ROUGH -IN. EQUIPMENT (THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE 13. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION INFORMA110N AT THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS. VARY FROM DESIGN AS SHOWN ON THESE DRAWINGS). 14. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. 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. SITENUMBER: T.B.D. MODEL NUMBER: TBD U VOLTAGE: 240V 120 PHA 1 WIRE: 3 OL AGE: / SE. AMPSA C: MAIN BREAKER: AMP BUSS RATING: 200 YES / MOUNT: SURFACE NEUTRAL BAR: YES GROUND BAR: FIELD VERIFY TYPE:BOND: FIELDVERIFY ENCLOSURE NIT 3R N GROUND PANEL STATUS: EXISTING INTERNAL TVSS: YES CKT LOAD DFSCRIPTION BREAKERBREAKERBREAKER AMPS POLES STATUS BREAKER STATUS BREAKER BRREAES BREAKER AMPS OAD DFSCRIPTION CKT 1 BTS 100 2 ON ON 2 MO SURGE PROTECTION 2 3 -- -- -- ON ON -- -- -- 4 5 BLANK -- -- N/A ON 1 10 TELCO FAN 6 7 SAMSUNG MMBS CABINET 100 2 NEW ON 1 20 CFCI 8 9 -- -- -- NEW ON 1 20 LIGHT 10 11 SAMSUNG BBU CABINET 15 1 NEW N/A -- -- BLANK 12 13 BLANK -- -- N/A N/A -- -- BLANK 14 15 BLANK -- -- N/A N/A -- -- BLANK 16 17 BLANK -- -- N/A N/A -- -- BLANK 18 19 BLANK -- -- N/A N/A -- -- BLANK 20 21 BLANK -- -- N/A N/A -- -- BLANK 22 23 BLANK -- -- N/A N/A -- -- BLANK 24 NOTES GENERAL CONTRACTOR TO CHECK REOUIREMENTS WITH LOCAL POWER COMPANY AND JURISDICTION. ADDITIONAL SUB PANEL OFF THE PPC CABINET MIGHT BE REQUIRED TO FEED NEW NETWORK VISION EQUIPMENT. 11"x17" SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE ELECTRICAL NOTES 1 2"x34" SCALE: NOT TO SCALE 121"x17" SCALE: NOT TO SCALE ELECTRICAL PANEL SCHEDULE I 2 / EXISTING 200A EXISTING 200A GENERATOR METER/DISCONNECT RECEPTACLE 1 ••rvr mom. •4 - - ___ .. • •\VVGY - - " U j LU 1.% 1 TO EXISTING UTILITY POWER 200A M r� -� / SWITCH SOURCE TRANSFER SWITCH & LOAD CENTER _� 0 _ _.. ._ _. 200A 200A Jr �� EXISTING MMBS EXISTING BBU l' C t l�'✓ gi p EXISTING SERVICE GROUND /-, /-, CABINET CABINET CIT I O� L. Y / / l Tr., fo K' - 0 0-0 /h /- CIRCUIT SCHEDULE o 0-0 �" '°°" SEP NO FROM TO CONFIGURATION -to r\ 18 2015 , ^ ,SA Q SOURCE METER CENTER EXISTING - 0 •-- ^ /--. PEW' I Q METER/DSC RCSWITCH & TRANSFER E%ISTING EXISTING LOADS (REFER TO �� /� EXISTING LOADS (REFER TO (py�� . r' E N TE i TRANSFER SWITCH & LOADPANEL GENERATOR SCHEDULE o �'�' 0-0 PANEL SCHEDULE ® LOAD CENTER RECEPTICLE EXISTING /.. /1 q TRANSFER & LOAD MMBS CABINET o-o ® EXISTING e--e �°► CENTER SUB -PANEL TRANSFER & LOAD BBU CABINET o •�T7`tl,L,� + R� © CENTER SUB -PANEL EXISTING 0-0 ^ �� , . �° PE /1► ' I PRI GROUND APPi AL" f• / RADDI REQ./ al LENT AT THIS al 11"x17" SCALE: NOT TO SCALE SCHEMATIC 22"x34" SCALE: NOT TO SCALE �l�E_I11NED)AGA.AM 12 Sprint> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 02-XX-14 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 473 REGISTERED A ARCHITECT DAVID H. DEAN \ STATE OF WASHINGTON SHEET TITLE: ONE LINE DIAGRAMS SCHEDULES SHEET NUMBER: E-1 REVISION: A DHD PROJ. NO. 2014-002 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. 0 In 13'-6" 12'-0" 0 0 EXISTING CABLE TRAY W/ EXISTING HYBRIFLEX I I ELEC. TELC —T-1 — m 3 n Lk \ w EXISTING SPRINT TELCO / PPC CABINET TO REMAIN EXISTING SPRINT BATTERY CABINET EXISTING SPRINT MMBS CABINET 0 In 13'-6" 0 EXISTING CABLE TRAY W/ EXISTING HYBRIFLEX 12'-0" (P) SPRINT HYBRID CABLE FROM (E) GROUND BASED EQUIPMENT TO (P) 2.5GHz RRH'S m>o ELEC TELC EXISTING SPRINT TELCO / PPC CABINET TO REMAIN EXISTING SPRINT BATTERY CABINET EXISTING SPRINT MMBS CABINET 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE EXISTING ROUTING PLAN I 1 22"x34" SCALE NOT TO SCALE 11"x17" SCALE: NOT TO SCALE PROPOSED TEMP. ROUTING PLAN 12 0 13'-6" 0 0 EXISTING CABLE TRAY W/ EXISTING HYBRIFLEX 12'-0" 4 (P) SPRINT HYBRID CABLE FROM (E) GROUND BASED EQUIPMENT TO (P) 2.5GHz RRH'S n \\ n � ♦ II 01. I I ELEC. II II II ti y II E l TELC —T� 3 EXISTING SPRINT TELCO / PPC CABINET TO REMAIN EXISTING SPRINT BATTERY CABINET EXISTING SPRINT MMBS CABINET A AV sar__7 ........ / .:.E/ CITY OF TU;; yv: SEP 18 2015 PERMIT CENTE IN P FfafrAt 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE PROPOSED ROUTING PLAN 13 22' 34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE lik/Vouf I 4 Sprint) Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 02—XX-14 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT -A DAVID H. DEAN \ STATE OF WASHINGTON 1 SHEET TITLE: CONDUIT ROUTING SHEET NUMBER: E-2A REVISION: DHD PROJ N0. 2014-002 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. (P) 2.5GHz RRH'S CONNECTED TO (E) ANTENNA GROUND BAR - LEGEND • EXOTHERMIC CONNECTION [7 MECHANICAL CONNECTION o COMPRESSION CONNECTION CGB COLLECTOR GROUND BAR MGB EXTERNAL GROUND BAR 22"x34" SCALE: 1/2" = 1'-0" 11"x17" SCALE: 1/4" = 1'-0" .01 WEMM (P) 2.5GHz PANEL ANTENNA W/ RRH, 1 PER SECTOR, TOTAL OF 3 (E) CONNECTION FROM NEW SPRINT GPS TO EXISTING MASTER GROUND BAR N GROUNDING NOTES 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. 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUNDING BAR AND BOLTED ON THE BACK SIDE. INSTALL BLACK HEAT -SHRINKING TUBE, 600 VOLT INSULATION ON ALL GROUNDING TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION. 6. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE 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. WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 9. SUPPLIED AND INSTALLED BY 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 MANUFACTURERS RECOMMENDATIONS FOR GROUNDING CONNECTIONS TO 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 50X 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 TOWER 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 STANDARDS. 6. ELECTRICAL 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. 8. ALL EXISTING GROUND BARS, WIRES & CONNECTIONS SHALL BE FIELD VERIFIED. ANY DEFICIENT ITEMS SHALL BE REPLACED AS REOUIRED TO ACHIEVE ADEQUATE GROUNDING REQUIRED BY SPRINT. • ANTENNA GROUNDING PLAN 22"x34 SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE GR EXISTING CABLE TRAY W/ EXISTING HYBRIFLEX EXISTING SPRINT MASTER GROUND BAR ou I 1 . I 1 n ii ELEC. TELCO 'ELEC. f W / 1= / / / I // // // / I / MSGB EricI STING SPRINT TELCO / -PC CABINET TO REMAIN EXISTING SPRINT BATTERY CABINET EXISTING SPRINT MMBS CABINET EXISTING CABLE TRAY W/ EXISTING HYBRIFLEX EXISTING SPRINT MASTER GROUND BAR 7 MSGB n<� u 1 I 1 .I to ELEC. TELCO (P) HYBRID CABLE INTERNAL GROUND WIRE TO BE TRIMMED TO FIT & ATTACHED TO GROUND BAR /6•rl=rrwnAllli PAISTING SPRINT TELCO / NTC CABINET TO REMAIN -' i::i.C':i�1/LD CITY OF TUKllh'IL SEP 18 2015 HERMIT CENTER EXISTING SPRItts BATTERY CABI EXISTING S AL MMBS CABIN- �?1 /,. 22"x34" SCALE: 1/4" = 1'-0" - 11"x17" SCALE: 1/8" = 1'-0" 4 3 2 1 0 4' EQUIP. GROUNDING PLAN (INTERIM) I 3 22 o34: SSE: 1/8- = 1-0" 4 3 2 1 0 4' EQUIP. GROUNDING PLAN (FINAL) 14 DE7 D1U' S p ri •nt) Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 02-XX-14 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET n REGISTERED ARCHITECT DAVID H. DEAN \STATE OF WASHINGTON SHEET TITLE: GROUNDING PLAN SHEET NUMBER: G-1 REVISION: A DHD PROJ. NO. 2014-002 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER 7HAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. LIST. CGB 1 ANTENNA SECTOR 11 1900 MHz SPRINT ANTENNA • 0 z HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR NEW GPS ANTENNA #10 AWG (P) 2.5 GHz SPRINT ANTENNA I I I Fg I I JT #10 AWG IT LIST. CGB L DC L FIBER �E)J2 AWG (ANTENNA SECTOR 21 1900 MHz SPRINT ANTENNA HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR (E) #2 AWG EXISTING UPPER TOWER GROUND BAR 10 AWG ✓ LIST. CGB 41� I (E 2 AWG (ANTENNA SECTOR 31 1900 MHz SPRINT ANTENNA ✓ HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FR AND ATTACHED TO GRD BAR DC./ FIBER SPRINT M/W ANTENNA it 10 AWG (P) 2.5 GHz SPRINT ANTENNA I i J Q10 AWG L I I J DC / FIBER EXISTING DEI CABINET EXISTING CABINET (E) #2 AWG COAX 2 AWG #6 AWG WITH WEATHERPROOFING EXISTING #2 AG GROUNDS TO EXISTING GROUND RING /l MGB..° 0 0 1. w CO 0 0 L L EXISTING LOWER TOWER GROUND BAR N2 AWG #2 AWG EXISTING #2 AG GROUNDS TO EXISTING GROUND RING NEW MMBS CABINET 1 az 0 0I 4161 EMMBS GND BAR LEGEND MMIV I ■ EXOTHERMIC CONNECTION ▪ MECHANICAL CONNECTION o COMPRESSION CONNECTION CGB COLLECTOR GROUND BAR MGB EXTERNAL GROUND BAR GROUNDING NO ES q.• HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR EXISTING BBU CABINET C IONS SHALL BE MADE BY EXOTHERMIC _L S SHALL INCLUDE ALL CABLE TO CABLE, GROUND RODS, GROUND RODS ECTIONS SYSTEM AS INDICATED. cncvvvv fL�,.D f1..,. v.�Y 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. 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 I"1 STANDARD PROCEDURES. GROUND GRID RESISTANCE SHALL CCITT, EXCEED 5-OHMS. Y OFT 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 INCLOSUFjf 6. ALL RADIO EQUIPMENT AND UTILITY CABINETS GROUNDS LEAD}} BE #2 AWG STRANDED GREEN JACKETED FROM BUSS TERMINAL. SEP 1 MIT C 7. FOR ADDITIONAL GROUNDING NOTES SEE N-1 OR N-2. 8. ALL ANTENNA MOUNT GROUNDS SHALL BE #2q GREEN JACKETED CABLE GROUNDS SHALL BErm64� 9 AL#2LAWG SOLLIIDWIRES FROM B RE AS REQUIRED.OUND BARS AND 10. VA GROUND WI E SALL ABOVE O PENETRATINGUND WIRES HINTO ALL BGROUNDE O � L SOLID BARE. Z6 BE 22"x34" SCALE: NOT TO SCALE 11"z17" SCALE: NOT TO SCALE GROUNDING R. ER DIAGRAM 1 4 ono Spri nt®� Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 02-XX-14 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT c; 'ILA 201 DAVID H. DEAN STATE OF WASHINGTON \ITER SHEET TITLE: GROUNDING DETAILS ,SHEET NUMBER: G-2 REVISION: A DHD PROJ. NO. 2014-002 THE INFORMATION CONTANED 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. NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. 2. WEATHER PROOFING SHALL BE ANDREWS. (TYPE & PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) RRU TO ANTENNAS CONNECTOR WEATHERPROOFING KIT (TYP.) SEE NOTE 2 Y'f TOTAL OF 6 LINES PER SECTOR IF THE SITE HAS BOTH 800 & 1900 WEATHERPROOFING //-- KIT (TYP.) STANDARD GROUND KIT (TYP.) (SEE DET/3 E-5) ANTENNA CABLE TO SHELTER (TYP.) / —ANTENNA GROUND AWG BAR, SIMILAR TO CONTRACTOR TO K16-057. MOUNT VERIFY THAT THE GROUND BAR NEAR GROUND BAR IS TOP OF MONOPOLE, GROUNDED TO THE TOWER OR WAVEGUIDE TOWER OR RING LADDER. ANTENNA CABLE `12" TO 24 " WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KIT #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (SEE NOTE 1 & 2) 2 1/2'0 MAX. CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH TWO —HOLE LUG. 3. WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING TAPE KIT, COLD SHRINK SHALL NOT BE USED. EXTERNAL TOOTHEAD 3/8"0x 1 1/ S/S NUT S/S LOCK WASHER S/S FLAT WASHER INSPECTION WINDOW REQUIRED FOR ALL INTERIOR TWO —HOLE CONNECTORS BUTT CONDUCTOR INSULATION UP AGAINST THE CONNECTOR BARREL CLEAR HEAT SHRINK TINNED COPPER GROUNDING BAR S/S FLAT WASHER S/S BOLT (1 OF 2) "DO NOT DISCONNECT" TAG ON ALL GROUND BAR INTERCONNECTS AND EQUALIZERS 1/4" MIN CLEAR HEAT SHRINK 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE NOT USED 22"x34" SCALE: NOT TO SCALE COAX TO ANTENNA GROUND ( 2 11"x17" SCALE: NOT TO SCALE �V/� l ANTENNA Gl �l �1/�_ 22"x34" SCALE: NOT TO SCALE CABLE GROUNDING 13 11"x17" SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE TWO HOLE LUG 14 TYPE SS TYPE HS TYPE TA TYPE HA TYPE GT TYPE VS TYPE GR TYPE GL LUG TYPE VB TYPE PG RRU GROUNDS STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION. SIZE AS SPECIFIED GROUND BAR ON ANTENNA TOWER 00 O 0 O 0 0 #2 TINNED GROUND FROM ANTENNA/RRU MOUNTING PIPE HYBRID CABLE GROUND LEAD 0 0 0 0 00 O O O O �OQ/ O 0 0 0 O 0 0 0 0 O TWO —HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16 x 1 1/4"STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE. EXISTING 4"x12"x1/4" THK. TINNED GROUND BAR & CONNECTIONS. 'PROVIDE NO—OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR 'CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE TYPICAL EXOTHERMIC WELD CONNECTIONS 1 6 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE SECTOR GROUND BAR CONNECTIONS 18 L8 HOUSING FOR ELECTRIC CONDUIT 2" LIQUID TIGHT CONDUIT FOR HYBRID CABLES #8436 NEW MMBS CABINET, 2" LIQUID TIGHT COUPLING #88711 2" LIQUID• TIGHT COUPLING # 8871 CONNECTION TO GROUND BAR INSIDE CABINET I I NEW BATTERY CABINET 2" PORT w/ ADAPTOR 2" RGS A/C CONDUIT 2" RGS A/C CONDUIT 2" RGS DC CONDUIT TO NEW MMBS CABINET 2 LIQUID TIGHT COUPLING #88711 2" LIQUID TIGHT #8435 #2 GREEN EXISTING GROUND RING MGB #2 TINNED BCW RING EXOTHERMIC WELD DIAGRAMMATIC LAYOUT ONLY. MAY VARY. #6 AWG GREEN STRANDED CU GROUNDING CONDUCTOR FROM RRU UNIT TO #2 AWG GROUNDING CONDUCTOR THIN WALL C—TAP W/PINK DYE INDEX (SEE NOTES) #2 AWG STRANDED CU GROUNDING CONDUCTOR NOTE: CONTRACTOR TO SURROUND COMPLETED CONNECTION W/ WEATHER PROOFING TAPE TO ENSURE WEATHER PROOF CONNECTION. STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION. SIZE AS SPECIFIED GROUND BAR ON WALL, FLOOR OR ON ANTENNA TOWER -J GROUND LEADS TO EACH SECTOR GROUND BAR COAX CABLE GROUND LEADS 00000000000000000000®00 000000000000000000@00 O 0 �Y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NOTF• PROVIDE NO—OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC CONNECTION. TWO —HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16 x 1 1/4"STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE. EXOTHERMIC WELD WITH #2 AWG SOLID TINNED BARE CU WIRE OR STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION TO ANTENNA STRUCTURE, BUILDING, RING GROUND OR MGB O C l:e.,fa CITY OF TUY SEP 18 2 EXISII IG�osiab-e� & CONNECTIONS SEPARATE Ta'y,TAND 7 APPROVAL RSQUIE EQUPMENT DETAIL 12 22"x34" SCALE: NOT TO SCALE (`ApIA iIT atom C('LlC1IA�i� I C� 11"x17" SCALE: NOT TO SCALE %34" SCALE: NOT TO SCALE C-TAP CONNECTION 10 22 x34 SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 22"z34" SCALE: NOT TO SCALE CABINET GR. UND SCI1C1:1/� 1. TOWER MASTER GROUND BAR Cr5NEcTIONS 12 0 Spri nt) Select Site Acquisition, LLC P.O. Boa 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 02—XX-14 CD FINAL DHD C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET f L 7473 REGISTERED ARCHITECT R DAVID H. DEAN \ STATE OF WASHINGTON SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: G-3 REVISION: A DHD PROJ. NO. 2014-002 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. CORRECTION FILE COPY ra integrated design .0 ENGINEERS STRUCTURAL CALCULATION REPORT FOR THE ANTENNA MOUNT SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 January 23, 2015 01/23/2015 bi'+ 0103 RECEIVED CITY OF TUKWILA JAN 2 6 2015 PERMIT CENTER II ENGINEERS Integrated design STRUCTURAL ASSESMENT SE25XC333 Tukwila, WA INTRODUCTION The purpose of this analysis is to verify that the proposed antenna mount - Tripod TRPD-HD is capable of resisting the proposed antenna configuration. TIA/EIA-222-G is used. This report was commissioned by Sprint. REFERENCES • ANSI/TIA/EIA-222-G • 2012 International Building Code RESOURCES The Following information was provided to assist in the tower analysis (Appendix A) • Construction drawings dated 02-23-2014 provided by Acquisition, LLC DISCUSSION MOUNT DESCRIPTION The Antennas are placed on a one story building located in Tukwila, WA. The antennas are mounted to a ballasted tripod mount TRPD-HD (Valmont catalog). The antennas are shielded by a 38" shroud. LOADING The two tables below show the primary loads supported by the tower. All existing and proposed antenna information was provided by Sprint. Existing/Reserved Appurtenance Configuration Elevation Carrier Appurtenance Proposed Appurtenance Configuration i elevation 30' 30' Carrier Sprint Sprint Appurtenance (3) ET-X-WM-18-65-8P (3) RRH-P4 Note: BOLD type indicates a new appurtenance Analysis 1200 Fifth Avenue, Suite 1208, Seattle, Washington 98101 p1 206.264.1121 f 1206.264.1122 www.id-engr.com Antenna Mount The purpose of this structural analysis is to verify that the mounts meet TIA/EIA-222-G requirements with the proposed appurtenance configuration. A 110 mph design wind speed was used..25" of ice with 30 mph wind was also considered. For the purpose of this analysis, the building is assumed to be adequately designed. This report does not verify that the existing structure meets current or past code. Results of the analysis are summarized in the table below. Item Percent Capacity Pipe Mast 19% Sliding S.F=2.3 Overturning S.F=1.5 CONCLUSTIONS AND RECOMMENDATIONS Based on the analysis, the existing structure is adequate for the proposed antenna configuration. 1200 Fifth Avenue, Suite 1208, Seattle, Washington 98101 p1 206.264.1121 f 1206.264.1122 www.id-engr.com Antenna Mount Information IntegO I d design Project: NEERS Design Wind speed 110 Location: Wind speed with ice 30 mph Service Wind Speed 60 Design Ice Thickness 0.25 Structure Category 2 Exposure Category C Terrain Category 1 Terrain H - Importance Factors: Wind speed no ice Wind speed with ice Ice thickness Wind Loading per TIA-222-G 5E25XC333 Tugwila, WA Project Info Company Sprint Date Received 1/21/2015 Antenna Configuration Pre -Manufactured Mounts Worst Case Mount All Sectors Topogra hic Factor By: Date: MD 1/21/2015 H(ft) 2r Km„ K. Kr Kr 30 900 9.5 0.85 0.98 N/A N/A Ks N/A Kn Gx qz no ice qz ice qz service 1.00 0.495 0.95 28.90 2.15 8.60 Wind Loading per TIA-222G Antenna Mount components 8'-0" tall 38" Shroud RRH-P4 on 24" long pipe2std Double angle legs 44" long 4" Std pipe ET-X-WM-18-65-8P CaAa (ft') Note: Weight includes mounting materials No Ice Front I Side 17.75 1.81 1.77 1.18 6.68 17.75 3.14 1.77 1.18 2.99 With Ice Front I Side 18.38 1.97 2.04 1.42 7.07 18.39 2.99 2.04 1.42 3.40 Weight (lb) w/o ice I w/ ice 60.00 72.32 20.00 39.60 56.70 248.26 97.54 33.34 50.93 98.09 Forces (lb) Front Side Design w/ ice Service Design w/ ice Service 513.0 39.5 152.6 513.0 39.5 152.6 52.4 4.2 15.6 90.9 6.4 27.0 51.1 4.4 15.2 51.1 4.4 15.2 34.2 3.0 10.2 34.2 3.0 10.2 193.2 15.2 57.5 86.3 7.3 25.7 integrated design .I ENGINEERS Pmiecl location Client fait 30.o" A' 9D Cemeede s rr �' --,�—T -004 to n ; i L III //54,/ A 11014 ET --W/1-/'-6S -. d'/' DESIGN SHEET Sheet . Byro Date 00V2414,S` T//0d kf omenf f ' i/t °O -/�'D G1�.;3 iQti zi A/aoo " rely n7Gun 6_c/z 2 "SA/ ?,;0' e l ep stoe -/ Q CAe (. r 3 "S)49/ 13,)o e 24 e _ elew. 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Sprint WA CODE COMPLIANCE —wp mU mn s a,an�c aa. PROJECT DESCRIPTION • WALL (°, s,o.ow, ,A ew ANa .,o.«. D ..R SECTP, . WW1 Pl'ammo u °w RAH (1 Pa SECTOR) . ,m . IA ....® rea .mF Ammo, rnAoon U PER MOM . MULL (9 ..°mm .o.o...om. c.oun (, .w SECTOR, . MOLL 11, �. •.0 ) rxw® 22 0 0 S my ECM (I) SIGNATURE BLOCK 1101110E I» CONSTMCION MOOD. le PIMP MRESENT THIS IS AN DUSTING SPRINT WIRELESS TELECOMMUNICATION FACIIIY NETWORK VISION EQUIPMENT UPGRADE 25 GHZ UPDATE MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY LATITUDE: 47.50880833 / 47' 30' 31.709" (NAD 83) (GPS READING) LONGITUDE: —122.2791444 / —122' 16' 44.92" (NAD 83) (GPS READING) ROOFTOP (TRI-POD TOWER SEATTLE MARKET DRIVING DIRECTIONS PON SEA TAG INITERM11014, IMPORT WAD MUM ON DEPANTUMS PI 0.4 l• COM. PRO MOM EPROM. 1.3 IA laGHT AT THE EOM MP MON PTO ile-SIS IS NI APAA PTO 1-3 DESTIONTION MI. RE EN THE RIM 0 4 IN 10400 MTN LUMP IONO JR WAY 5 SHEET INDEX PROJECT DIRECTORY SHEET DESCRIPOON II-2 MOM MOM A-3 PAM, COMM NM AMEN. MANS • MECUM MEM ELEVATIONS DETALS 304.11C COMM ROOM PROJECT SUMMAR1 APS, !CANE SELECT SRI AIMSEROK LLC P WPM OF SOW wwwc PROPER, 111Frn2ATIOLL SM. WA 80112 Aftworry mot soca NC Dart CRY OP RMELA LOTIT D rr400 PM ME S'ELLC MAMA WA MOS7 COMM OM OPI SRRe AGOO. P�FCT M4MDEHL IMINT IF IFAN.' CONSULTANT MAw0GR: VIM CORM. COMP: Ad OMTSPIE 0UJJ MNf. DEPARD/ENT CRY OF MGM. 12•13 MPS. M. SURE SOD FI FtTRICM Cn SOM PPP gun GOLnAW mom MOM ROE 00 FN0INFF0; PHOPC EMIL Sprint Select Site Acquisition, LLC P.O. lee 12 2, Maple V.Iq, WAND$ Mee»vn11.405 PROJECT IN ORMATION: MCQUEEN SE25XCI.33 10100 NWfIN LAMER RING JR WAY TURMNLA WA 95178 C COUNTY ISSUED DATE: 02-23-14 SSUED FOR: BUILDING PERMIT DOI oz-ss-II REVISIONS CO RHEUM .D CD FINAL WO NO FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTON SET " ,REGISTERED ECT I \JJ ARCHITECT DAVID H. DEAN STATE OF WASHINGTON SHEET 117LE: TITLE SHEET SHEET NUMBER: T-1 REMSIONL A 2014-002 OMSBILMEMICOOMMES ME SE EMT owmE IDEMERI .12 TERSE MM. �.O.B TOTHEA u�, I. T A.NTO mecum wm mama MIO/OR DES. MEM. WC MM.. POLL SE ROPMADDI 002.0 ME M. JC41 COMM. DR Morr.s. A. MA KOMCAMOM S. IN M AM OF • TEONICAO. NOLONO NO N.M. NM FOR MM.. OW POEM. Is ER Memo .LM Eno MM. MM. FoR FAST.. OE NOMA mxRir xxwrmwb Ica[ xurt i WSmmToTmn n MPl¢an.rz x[mros ulo ses memos. naoum RATED Ems Am DA am nEE Ammo maims • am mom. Ar FM nos Er. fors Dure:OR ▪ ' arm `WTH•"1I<° col. or 1I� TEME EMT TO ME • U. AND MOTIN AMMO. MAD MEMO., EOM. MAK MEM • m▪ amW 1I«1 mNNrz r1w aN xos.00 „.IOU MC. ELECTRICAL NOTES /. MAMMA N9014 xwrwlm mom... .�. Do- moms m omomm.WKBW MEC IN MOM OF STE MM. AM Mt NOT mx n m.iyO.wmmm 16.000e. COMMIE MT MSWT.mSION AS Poor. MT POEM OF r/.To ITTE OF AAR SMEMEXT. A. COMM Min SPOSTINCOOM AMY NMI NO MO TO MAN PERM MD NAMM0h0 SLEINNE. MCC TO ME PORK MM. OR SPICCR. DIUMMINT "a:x«a.o4� OM▪ ES COMM. ETC COMM.. MAMMA PIMA16MMNWR 9Ka¢ AMoeons sm. RE ERMED MEI Pi ow Loma. DA. MP TM IMO. Me mom ALL REDusorws Fon IRE MEM To IS M M.. POND MOM. MM. WO APPRO. P COMPRXMON WOMEN Of H. Las MN ,W Ems COPITEMOR SWAM oN/ a,W1° COMOMMICIRS MO A MOM..IN m1¢rz m, moo COMMIX. OF AM MEATS SE MOLE. NYMON OCOOM. MIME DO ATMs MIME DAME me nEIT. MOOS WO MUM MUTT MM. Eo Rs. Drmaw FOR nmrcnm .rear rla¢ LOSS NM :fax worm nozrart. memo. Euts sm. Dom a•nut Ems we mrs FOR " E. • , Lura M. REM To xm¢ W W EEL a ll. x¢.I oPamiss aR .TW*IGW.RMEA PON.COMDCTE. ImOCR RE. To ...Am M▪ OMS OR MO CM. IN AS MM. VT Et 29. C▪ OMM. FOR POSER MEMMES: MLA LIK Mem TREE IMAM. NOS4 I„m .zwn r FORPa.0 mN.mBaer cW A•.N.au: Mu mums oW«es cram mere mom. ma mem DOM cam. WM MAE TAPE INOETTED ANTENNA k COAX NOTES oNNIP aprO .m.EWW tEOMR S. ILL COMM CAM ESL •ESEPARED TO ME Ma. REPORT MEM AT anwEs RD. PTIMSC AVAX31.10:-.12.4 T.,LE wax am.. man AT THE winom ANTENNA & HYBRID CABLE NOTES suan EMT MR. DAM Lem, ROME MM. 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RE Wam nw m. vs12 AIL or,C0.202, Mu w. A .. %wI®. STRENGTH x,,.00.ARW .1 x MS UNLESS ECHOi1.m 1 .WM n >« .'w0.. RUINE.0fr./2 O THE um .w CONOCK OM LWOW TO LAM OR WAIER OR NOT WTI MAW TIE 00.001 • .Vii.n TOOR1RKX i .vmm AT ALL vrom m0o m 0007v7 0.«0 . AQmVAx fl1.012 OVIH m,.an.xAAwHOD WL MOW ID 1I<0..xa.=OTC AK..w`mm.c WSW Iu.. OEPERICOOlt NA NMI CALM. ACH RC., BY 1 SCH. TICCE 110 TA LAMS .1410 ALSO BE mow AC CAM PM DM OM • OW SW) LWAS. SW NW WA rraidOST mWmwi..OUW Arr. TOT s rr.v STEP • MD MR Or 2211-22.121221RIME MLL ACED IN TM AMOS IN 0.1111.4.11 CAM. TOP WEER SIM BE AVM SO Ma 111E ADS raI • PM OWN/ au.« COMM MAID MEW 1004 TIC AA SO MED Sal Of WM. SO AM ALL Laws am csweED 30 TM IN DOS ANC ru''uCarArcx�OW NO SPN'PE 10[ 0011.001(01 WOW/ • 10•1 Irr Cr COWK.C.011 moons ra•RIEN.2 au Naos WC UK CO CAROONIK COCO WO Sol 1011 RWIEI. /0 ONO WOW WOKS • S.C. Sprint Select Site Acquisition, LLC P.O. I. MI, MNl9 VYW, WA NS3S OIDa I1N4W-4636 PROJECT INFORMATION: MCQUEEN SE25XC333 10.00 MARTIN LUMER BRIG JR. WAY ULD .WIWA 99170 NING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT Pre ATE 02-23-14 REVISIONS CO PREUM DND 02-XX-1♦ CO FINAL DHD NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 747'' * REGISTERED ECT I \JJJ ARCHITECT ` DAME/H. DEAN \ STATE OF WASHINGTON SHEET TITLE: GENERAL NOTES SHEET NUMBER: N-2 REVISION: A GENERAL NOTES Sprint or c.��R ,�.I moot 1.0sx �x.. ISelect I Site Acquisition, LLC PA. Box 1292, Ms* vary, WA NM oews11cr►4s11 PROJECT INFORMATION: MCQUEEN SEMCC333 10 00 MARTIN LONER KING JR "AY N.Bu MA 981703 KING COUNTY �N� M S. 104TH PL / \ E D XI Z I rC —I ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT ♦REVISIONS c wrz Dz zz Ia COoPRELIM x MARS B 02-XX-I4 CO FOUL CHO G D 'OE23 i m 73 NO FOR CONSTRUCTION CONSTRUCTION UNLESS LIBELED SET AS ! 11 \} \ tl I I I _ J ' s w / i i I �aT3\jj ,REGISTEREDARCHITECT I 1 ` °AVID H. DEAN ` S1ATE OF WASHINGTON \ SHEETR . OVERALL SITE SHEET NABER: REMSICN: A '-1 II.Irw.s.I -Ime o. OVERALL srrr FLAN! I R.. TES GENERAL Sprint' ,,,,, pg “wr ,, wr, \ MO MET SEEN NP.`A TW R.E. POR NIO OR SAM..AGES MC OM Select Site Acquisition, LLC In 12 2 bqr Wag, WA$SIS$ OM=111L7f•4655 r I I \ I i/X ENLAPA. EIF'ATIEpONSPVNS IA EXISTING MOM. SPRINT ROOFTOP ANTENNA ''�. POOROP MA k MEN H W/ RADOUE i0 ��'�•I� 1 REMAIN /-I PROPOSED 3.SCNz SPRINTF �� �•�\\�f'•� ROOFIOP MAST k ANTENNA ���\I%/.I PUTFORN W/ RADOME TO BE innwmint PROJECT INFORMATION' �j�,�7�� MCQUEEN SE25XC333 Iwo MARON LUTHER N. JR, WA TUxWII,� WA GBI"!B KING COUNTY W'MIASMIC MOUNTED TO (E) ROOFTOP 1 _ q I 7�`LIN I 4 yI 4 ACCESSPRINT IT SPRINT S0-E T pUBIIC cHr-or-w,Ar `EXISTING SPRINT H TO EQUIPMENT MU VRPE xIMATELY BS RUN) - REPARE FOR D LRIE 110N • F NEW HYBRID LONE ExISRND BUILDING PARAPET TRAYEXISTING ROOT TOP LABLE OAX W/ EXISTINGFROM CABLE GROUND BASED LINES FROM ORWNO BASEDEQUIPMENTMENr TO ANTENNAS ISSUED DATE: 02-23-14 SSUED FOR: BUILDING PERMIT S R.0z-n I. DEPREu0N S xnws OHO e 02-xx-I4 CO FINAL ONO L 0 NO FOR ON UNLESS LABELED AS CONSTRUCTION BET JJJ ,A1`42J REGISTERED 1 \ 1 ARCHITECT I ` DAV D H. DEAN ` SLATE OF WASHINGTON I 1 I 1 1 I T � ® D PLANS !EE EMI NS I I I I SHEET TITLE, ENLARGED SITE SHEET NUMBER. REVISION: `-� Ml�oos '°"""r • - `-w W ENLARGED SITE / COMPOUND PLAN I I ,I ue MwE: vs. _ I., I 12-0 ELEC. TELCO EXISTING CABLE TRAY / EXISTING HYBRIREX FPC CABINET STING ITo REIGAUQN/ EXISTING SPRINT BATTER.' CABINET EXISTING SPRINT MMBT CABINET EXISTING e.-0- CN0.1N UNN FENCE TO REMAIN 0" T-_ TELCO ELEC PROPOSED SPRINT HYBRIPEX 0 ROOFTOP EXISTING GBLF TRAY E%LSONG ALL EXImNG SPRINT GROUND BASED EQUIPMENT TO REMAIN - NO ADDITION SPRINT EQUIPMENT INSTALLED AT THIS ME ` EXISRNG SPRINT TFECO / PPC CABNET TU REMAIN EXISTING R tiET A MMBSEXISTINaRINETT EXISTING B-0" CHIN LINK FENCE TO RDA. IIY, spry In. - 1-P EXISTING EQUPMENT PLAN I I PROPOSED TEMP. EQUIPMENT PLAN 12 ;PRINT POINTED HYBRIFLEX TO ROOFTOP EXISTING CABLE TRAIT W/ SONG HYBI RINEX ELEC ELCO • ALL EXISTING SPRINT GROUND BASED EOUWMENT TO REMAIN - NO ADDITION SPRINT EQUIPMENT INSTALLED AT THIS IIME SPRINT EXPTING / PPG CABINET TO REMAIN FORTING SPRINT BITTER,' CABINET EXISTING ;PRIM MMBS CABINE EXISTING 8'-0" CHIN UNN FENCE TO REIANN NOTE: STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS. FLAGPOLES ANO TOWER SITES BEFORE INSTAWOON OF NEW ANTENNAS NEW RRUS. A NEW .11NETS/TEMPOW. PLATFORMS. STRUCTURAL ANALYSIS PRONGED ON BEHALF OF SPRINT EXISTING ITEMS TO BE REMOVED COMA ANTENNA CDLN CABINET BBU CABINET MICRwAVE CABINET COAX GBLE PROPOSED EQUIPMENT PLAN 3 MIIIMMINI WOW., • on 19•11•4101 Itatuk•xl• • Po..., or mum oar e••••••• Ow. wow nor ••• males IV Wwwr ritaWA wows wooly 'mamma NOTES / REMOVED ITEMS 14 Sprint Select Site Acquisition, LLC P.O. la 1191, Maple VYq. WAN S OmL.2S 7,44453 PROJECT INFORMATION: MCQUEEN SE25XC333 10100 IAWON IUTHER INN JR. WAY llIOALA. WA 98178 RING 000N1T ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS 02-23-11 LICSINWRON CO PREUM OHO 02-XX-11 CO FINAL NO FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET I�47J ,REGISTERED I ARCHITECT DAVID H. DEAN STATE OF WASHINGTON SHEET ENLARGED EQUIPMENT PLANS SHEET NUMBER: A-3 REM9W: A 2014-002 • EXISTING SPRINT 1900HMZ RRU (1 PER SECTOR - TOTAL OF 3) .2 EXSTING ANTENNA TRI-POD FRAME ATTACHED TO ROOF /,' `� �, /'/ '` ter♦'/ , �_`� P) SPRINT ANTENNA TRI -POD FRAME ATTACHED TO (E) ROOF W/ NEW DNI_STRUT BWLYIG FqV (P) RRH•5 (P) SPRINT WO RADON. / .. .. (FRONDED BY OTHERS) /I % , ` /'/ `•` CONSTRUC110I,OR‘ VERIFY SIZE W/ TO OSED /'/ `�` i♦�'/ 1•�� ♦�'/ \��r_ ` Sp r i ntW Site Acquisition, LLC P.O. 1217,WA E vWl. //,`riro,•�,� `•` //�/I 9114 //,\�� /'/I�\\��W' �•4�,� /,\%� �`4�• `•` �J/cy� a `•` PROJECT INFORMATION: 10400 MyBDN LUTHER KING JR. WAY TUKWILA, WA 98128 NC COUNTY III!!I\/1!LI m� 1 1 1 I Ilii�i\IIr1I3 a — � -- \ EXISTING BUILDING PARAPET EXISTING SPRINT 19oounz QUAD ANTENNA L1 PER SECTOR - F 3) oISTING SPRINT 38' RADOME E / EXISTING BUILD. PARAPET (P) SPRINT 2.50H2 PANEL ANTENNA PER SEROR o u o f o.o. PIPE - 1 ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT B�W T eu (P) SPRINT 2.SGHz RRH MOUNTED ON (P) ]1SO.D. PIPE. PROVIDE PIPE ADAPTER NIT SU OFIF NECESSARY - 1 PER SECTOR, REVIS ,Sm A 02-23-14 GO PRELIM DM TOTAL0 B 02-XX-14 CD FINAL DH0 CrLW[: 1,T,1r mM„ I _ I' _ EXISTING ANTENNA PLAN I I AW II 1 .".. 3n . I'd - ,, PROPOSED TEMP. ANTENNA PLAN 2 C ANTENNANM _ _ P) SPRINT 1900HMZ SPRINT /� ATTACHED TO (E) ROOF W/ NEW E A RRU (1 PER •<. U -STRUT BRACING FOR (P) RRH'S....66f OTAL OFC3) TO RENA /` I , (P )Rp,,,.. Rf m SPRINT are RADON, I 1. / `p` AAERINNASIZ W/R PROPOSED /',� ``�`ALL /, / �` CONSTRUCTX)N �, / ♦.` /4 / \.—` 2 / \ �—` 9.EXISTING posr. n FXIsxP ADATINS. IRE MN TO MST/CAT. snucnRUL PW WAATMrW _ _ .o MEM WM NUPE .I.MUNOI m Ism map.. MI. ARE. A In ce..IFno.wl. n �< pig 'S STMLL ErE VOWED ON DO PIPE RIX. TIO WO. SEWN TO VAT STOTAVN . DEINT I. MEET A-S. wlPlx BFFVRE RE'PFwnn TIc AINI[wA IF uwao. IRMn A^WRMA Rn STEW TO BE GRAM WORE RELOCATION Of WOO. TO BE ESTABUSIED GLOOM% MN NI TRUE NORTH TDONTL. CONTIKTOR 5,141.1FI KY xnutx, ATO CENTER AND ONIENTARONS PITH WSW PCS 6.0 ION. rOUROAITON NWT BE HOMED BY A LICENSED Of WINO. MDR TO ATTAZTIND AMER. NEN IbA. RUNTING 40[M TO .5r�RLCREMUWiO To TP.[R O mR BmIWI.1 LIWUc xo Omd m Mimrw25 G. FDUIPMEM ONLY qn R PRaRL v imumwL oivfm. D /`'�'`,` /��,�`/` ,`A`_ _�'4I \_ /�/eI1 �`:�A `/� f'�/J \\I����, ��',`��R�11�'���/,ulim _./4I ``:♦� • �;RRU \R FOR CONSTRUCTION UBYE55 ETFD AS CONSIIKICiION SET /N RID CABLE SCHA� E/�� Ww um IAN LIME NET CADIZ NCT CAME �IRea.I1 In' 7477`;y/.a ,REGISTERED I ARCHITECT V5DAVID H. DEAN 1ATE OF WASHINGTON DneW1� Ix M• n a Re mWom.s NWT ANTENNA SCHEDULE IIIII\I'4I •(' IINOMMlriLMF TOKEN A 1 (AUNT SECTOR) I Ir TEO n�a N/A ..�A -� A A• oW W. :s OTT XW. s* ..I-I.-a+e. RMm MC1oo RTOO-, ROT _3 as INN EXISTING BUILDING PARAPET 0 (P) SPRINT 2.SGHB PANEL ANTENNA 00. PIPE - I PER lay MO 4D ?Up SHEET ANTENNA PLANS SCHEDULES or: LEI (P) SPRINT 2.5000 RRH OUMED ON (P) 91' D.D. RPf. PROv1DF IP ADMTER K ® - 1EPER SECTOR, SHEET NUMBER: A REN 9W: A TDTA OF174CESSARY ' `_� WaPB �__ 1 To' W X01e' `>" PROPOSED ANTENNA PLAN 13 NOTES/ANTENNA SCHEDULE 14 • TOP OF (N) EPRER N V ANTBINI BEV.lK10 Aft A. 'PRIM RAD CENTER OF PO'PRNV AMBINB ELEV. WO' (14ILiO/ G ROOF DECK ELEV. 'P-rAd. EXISTING SPRINT HYBRID CABLE ROUTE FROM GROUND BASED EQUIPMENT TO ANTENNAS - PREPARE FOR NEW HYBRID UNES EAST ELEVATION (P) SPRINT RA00ME SCREEN TO MATCH (E) - MAIM N nun (P) SPRINT 2.SGHT PANEL ANTENNA MOUNTO ON (P) 94'A 0.0. %PE - 1 PER SECTOR. TOTAL OF ] P) SPRINT 2.50HR RRH MOUNTED ON (P) 3k. 0.D. PIPE. PROVIDE PPE ADAPTER NR TO SUR IF NECESSARY w w Ars EXISTING BUNTING EXISTING SPRINT TRI-POD BASE TO REMAIN - BEYOND / NOT SHOWN FOR CURRY II SIT scam a/fir - I'-R R i Rtf EXTERIOR ELEVATION 12 I143116. (4)1aNNr DENT. 41461103 NW ww < _ Tw(0 sE R (qI¢ nawr a�NOP® wnwr. aeTm mlwon minElrt IN✓MTMmIY • PLAT 611114 4011 canon MO 444Tecco NI: croon i .i eRIDIDAAN2l06 1161 WOWS. Mi. MO a OR WWI. YE TO retTALLE0 SO KMNow 7:4 Of 1IE((Fj seNNI cox AnLMv iwrmmiA[ rt EAISRNG SPRINT 1900MHZ QUAD ANTENNAS A RRU'S (1 PER SECTOR. TYPICAL OF ]) MOUNTED BEHIND (E) RADOME TO REMAIN TOPOF OEPRIMNVAMBIAS ELEV. N-10'AFL $RAD COMER OF DI IP9n NV ANnOIMs ELEV. WV AFJL (E) DOMINO ROOF DICK ELEV. fre AIL SOUTH ELEVATION (P) SPRINT RADOFE SCREEN TO MATCH (E) (P) SPRINT MOUNT° ON (P) lri O.D. PIPE - 1 PER SECTOR, TOTAL OF ] (P) SPRINT ].SGIN RRH MOUNTED ON (P) ]A' O PIPE PROVIDE PIPE AMPTER NN1 TO SUR F NECESSARY EXTERIOR ELEVATION 14 Sprint Select Site Acquisition, LLC P.O. Ma 12/10.R Mega VRkEJ, WA NOS Oaks 211109•4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LTHER LNG JR . WAY TUKWIA, WA 913178 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT INN REVISIONS CD PREUM COD 02-INN-11 CD FINAL DOD NO FOR CONSTRUCTION UNLESS LIBELED AS CONSTRUCTON SET ;\42J'REGISTERED I �� \\JUJU ARCHITECT DAVID H. DEAN \......ZIATE OF WASHINGTON SHEET TITLE: EXTERIOR ELEVATIONS SHEET NUMBER: A-5 REVISION: A MOW/MIR lam OW NE ro SEM INISMOJC7 DATE SHEET 026 1 SIX .,r. ro EQUPMENT DETAIL I 11H111Pdllll IIIIIliU I�o.0 0000. �'00■— �Iiiiriiiiiiiiii�lIIIII�III EQUPMENT DETAIL 12 .In • >•ro,u,X EQUPMENT DETAIL I 3 PROPOSED PERSONS labi NEW ATIIIONE PROPOSED CaSIRC HHHHI BOTTOM ECU. OR PIPE INTOIT SEER 11,1T *me Nor to SALE ANTENNA DETAIL 14 m.N rcNorm g,.c 2.5GHZ RRU MECHANICAL SPECIFICATIONS 16 11111T SEAM NOT 70 SC. NOrODED KITED MU& ...ER .o- mnwixa� a� 0▪ Ill."St Et Mom RRU POLE INSTALLATION DETAIL 18 POO OSEOLIIIIED D TO ..wim r«.0 WENT WYE TO SD. EQUPMENT DETAIL 110 TR I -POD / ANTENNA / R ADOM DETAIL 112 Sprint Select Site Acquidtton, LLC P.O. an 1292, Ms* Vsisy, WA MS Odin 21111-79•4655 PROJECT INFORMATION: MCQUEEN SE25XC333 1.00 NWRIN LONER KING JR . WAY U Nvmn WA SWIM NINO COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT Osa3-1. REVISIONS IlESPIPILN CD PREUN 0]-XX-1a CD FINAL DHD NO FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET �477 ,REGISTERED I \JJ ARCHITECT ` DAM H. \ DEAN STATE OF WASHINGTON SHEET lITLE: EQUIPMENT DETAILS =HEETA-6 RENS., A 2014-001 TYPICAL HYBRID CABLE COLOR CODE MST folO NOTE, Rrn ion ONO OREM 003 Inc TNI DION GREEN m0 TOE CEO COLOR COOE FOR PAIRS ANDFIBERY EOUENCYCABLES OF HYBRID CABLE FIRST ROO SECOND .0 is cm. TYPICAL LYPER CABLE COLOR CODE .1non Rom COCO ALE NIX ANT 2 WIN ANT .3 RED arouot moon woo ODRA RR rOwSN (uB ws w AWL JOON OHM POOR con tl • CANS DINETER OW 711. l.,rna IRRIONO Cf. wen Lcpc.-Lcan soar .DE an PO. O DLE SPEC a roc ono • Roo R nil PE PPE rinrm PE PPE 22,3r Soto lo Sc. COLOR CODING I I HYBRID CABLE TYPES 1 4 PxA Cam.. In Sew MRCS mom coaR cox Ton (SEE INL TIROS, N, FA CAS. 7 NrTA .w CRAM lA' LAU y¢ua/• lI 4 lTe' MWz coup vor Oa 'Pal PEIN„ RODE .Ioneper, >/.'DD O q1.0 NOTE: caaAw nrE w TOOL 1 2 7.7 RA, c000r 113 TO On Er OE Mal ME SWIM AINFROF 717,723.OT CR. OWE WOOS An ROOL OOLER OF .71044•1- VOLE AWE No ,... .LE .11E NO B E/, OPE J 1. yr/•/•• maI roR Dann NORD TOFFemu, a/.' l/r suz n R n lK > w¢ /n� pew myRNO V, UPC 1 A//. WILE MOLE. COLOR FREDA.,s• rrc tittiL 1 a Nw 4 1 . Yam/. „< , ,AO, Ora .. 3, INS: I a.• ...E FBI ww COX , COno FREouon Rm.. X P andCOX JUMPER CABIF CONNECTION AT RRU AND ANTENNA Do or PAPER n RULE on.. MORRO MR. ILI Fr LeNEILORta [0:4001. • PR:Rall. RI PORE I* I. OF Me R. nom ...71 woo lo moor Rohm o Eno. now. HYBRID CABLE COLOR DETAIL 112 Sprint Select Site Acquisition, LLC T.O. Du 122, Maple Wig, WA711at OE n I96-710405 PROJECT INFORMATION: MCQUEEN SE25XC333 1.00 MARON LUSHER NI . WA IA TUNWI, WA SWIMS JR KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT Lon REVISIONS 02-23-14 CD PRELIM PRIVLS DUO CD FINAL O1D HOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET .zz ,REGISTERED I \j ARCHITECT ` DA1D H. DEAN \ SLATE OF WASHINGTON SHEET TIRE: ANTENNA AND CABLE DETAILS SHEET NUMBER RF-1 RENSION: A RIO.PROI. MO. • MPS ,: • 1n "I'in le 17 ICO 117 NIA 21 RYA TWA ISO BM, WINN PAW 0.1111 10 IN 24 v RH NOT roAcmn 00Ku. P. 02 WALL 0E00 .27. ne .a wc.1w a ums N.Tu WR �arxln a.nw rR s rvw n cow. mmmom mo, 2aRN Nas WM HO WWA.WW. .d.w 120mew 1mn IS 7CIPP0 or Loco 1no..o e 3033. Lk ream n:<<cmounwro. 121 02. Ni rev woe, spool HMS 012- comm. merrrano• or hirmt vim Lock maw =nom alICE0 Prc o is F r OIL MO .002 WM 00 PAINTEDPAINTEDHwr AT cmrxrvi mnvox 'E meun� bire gi7t rrm 02.105 KTAS KOPKO MM.wVrmE IA APPRO.° FOR THIS .oWm RONWMo.MRz �oRm1°�110 IND 0011.WN.. E.m 000 W.' TALL NT SCILE ELECTRICAL NOTES I I 8410. 10/0 KILL ELECTRICAL PANEL SCHEDULE 12 20. H CONFICAPAT. AD DO ® 10/09C QHmo m 11 crornm RAC mnW m MWNA ri aW,<+ Qam.c ®.u.-w.¢ w MKT 0240 P III I.ummm COHAN wAn som Imu H ALL ENISPNG SPRIT GROUND BASED EQUIPMENT TO REMNN - NO ADDITION SPRINT EQUIPMENT INSTALLED AT THIS TIME SCHEMATIC ONE -LINE DIAGRAM 112 Sprint Select Site Acquisition, LLC P.O.I. 1292, IM4M Mary, WA was Glees 21/11-79►4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MANPN LUTHER KING JN WAY KMIA WA 9811E NINO COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REV .112 02-23-14 REVISIONS 0001001 CO PREUM DHD 02-II-1. CD FAIL DHD NO FOR CONSTRUCTION UNLESS UBEIID AS CONSTRUCTION SET REGISTERED ECT I ARCHITECT ` DAVID H. DEAN SLATE OF WASHINGT`N SHEET PRE: ONE LINE. DIAGRAMS SCHEDULES SHEET NUMBER' E-1 PENSION: A 3'-6 EXISTING SPRINT TELCO / PPC CABINET TO REMAN EXISTING SPRINT BATTERY CABINET EXSTING SPRINT YMBS CABwET (P) sPRXTT HYBRID CARLE FROM (E) GROUND BASED EQUIPMENT TO (P) 3.SGHz RRH'S EXI61XG SPRINT TELCO / PPC CABINET TO REM.. EXISTING SPRINT BATTERY CABINET EXISTNG SPRINT IAMBS CARNET 13 (P) SPRINT HYBRID CABLE EROL1 (E) GROUND BASED EQUIPMENT TO (P) 1.50111 RRHS EXISTING ROUTING PLAN I I EXISTING SPRINT TEL./ C CABINET TO REMAIN BATTERY CABINET TWISTING SPRINT PAWS CABINET 9.22 PROPOSED TEMP. ROUTING PLAN 12 PROPOSED ROUTING PLAN 13 221•111 OGLE NO1 TO SCALE NOT USED 14 Sprint Select Site Acquisition, LLC P.0. 16% un. Ma* Va.y, WAN 3$ omN. 20479410ffi PROJECT INFORMATION: MCQUEEN SE25XC333 10.00 MARTN LUTHER KING JR. WAY KWILA, WA PIN TB KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT OUT REVISIONS CD PRELIN OHD 0]-XX-11 CD FINAL DHD NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 'ARCH:\jjj 1 REGISTEREDECT I ITECT DAVID H. DEAN STATE OF WASHINGTON SHEET RTLE: CONDUIT ROUTING SHEET NUMBER: E-2 REN9M: A OM /Nell NO. ' (P) 2.SCH. RRH(S CONNECTED TO (E) ANTENNA GROUND BM EGEND TOTOolic TN/EL-nos IFEENTas CONNECT. COMMESSION 3406.110 \fi J • RRN2.SGH! PSECLOR, TONAL �taxx[CIUI IIOI GROUNDING NOTES EC NOLL SSE PENAMEN/ WOWS TO MT 111T OTT SCOTT 3. 44.1.T14107/01.1-• SWABS STEEL. WOK. LOCE WATER INTO Pa IMAM. TEL OE SWUM STEEL VS NON op TTE• W.. SOWN UM AND STEEL OTT Ili STMT. 1341. AS AT-4.W 03.0.110 WORE TOM of pp., Lpyspia. ToosorT4 NOTATE AS TOTEM 7. ONCOIONG NE/ TOT SE TOT MO NW/ MOOD AS 9.03.11ED S. NESSEIRMOTTIO TOLL BE 119E TO NTT MATT T TO Or A 70 Or TONER MOINNA MUTT. TO OTTO. OASENOTEK I. MI DOTS MI SNOT PI TOOT 1.16. TILT POIALLATO• NOT TWO Ct. OUT ITN. OR 4011 rsg u =".13.R R. RN r wrin.airas, mop To NarATAT/T or STMT. TOTS DOTIONT ELL CaT1BMIC MO OTTO ,r w,E 1, EXISTING CABLE EXISTING HYBRIFLEx PRINT WASTER NG GROUND BAR ANTENNA GROUNDING PLAN I I NG SPRINT TELCO / C CABINET TO REMNN TOTTERY 110 SPRINTBIN T BASTING NGSPRRINT 223, TALL NOT TO SCALE 11117/ 14141: MOT TO SCALE EXISTING CABLE mBRP1Dt DUSTING SPRINT LUSTER GROUND BM GROUNDING NOTES 12 C S Taco TO REMAIN NT B TTETERY GBINEET IXISTNCSPPoTNT EQUIP. GROUNDING PLAN (IN I ERIM) 13 NEMINAIST OTSTO TINE Ts TTP140104 ONDATE• mkTPETT/ in MOUT On UT OP M.O. MIT MT 114.111 SI.C11 FTEST• le SITS OAST 21.113 SNICILY 'MOM") EQUIP. GROUNDING PLAN (I1NAL) 14 Sprint Select Site Acquisition, LLC P.O. •a 1211, Malik Paley, WA NM Omn 21167!11-4165 PROJECT SE25XC333 10100 WARM LUTHER KWIC JR. TAT KWILA, WA 981213 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT 02-23-14 REVISIONS DESCRTION CO PRELIN OHO 02-XX-T1 CD FINAL DHD NO FOR CONSTRUCTION UNLESS VBEEED AS CONSTRUCTION SET REGISTERED I ARCHITECT DAVID H. DEAN STATE OF WASHINGTON SHEET TIRE GROUNDING PLAN SHEET WARR: G-1 REVISION: A 1110.446/ GRIEMMEMB KO INz __J9Er 11 1 EGEND comEcnox mGE ESTORK GROUND SW GROUNDING NOTES Au GROUNDING CONNECTIONS SHAL1 BE NUE BY EMT INCL. NI CABLE TO CABLE WELDS. EXOTHERMIC INCL.Oai TO GROUND ROOS. DRDUxo ROos UBD (W . MANDATOR LYETTMM.I TODIS, ETC.) SHALLLBEE EfOINERMIC WELDED MD INSTALLED PER RECOMMENDATIONS AND PROCEDURES. GROLUND CONDUCTOR SHALL HAVE A MINIMUM 24. BENDING RADIUS SURFACES ALL EXOTHERMIC WELD GOMEL-DOW 014 SHALL DE CLEANED THOROUGHLY AND COLORED TO SUliFKE WITH (2) TWO COAT DE 0 RTR vTE (1E) PALM. OR sLNERRRRE (MUMlxuu). 3 ALL ELECTRICAL tr WORM.. GROUND CONNECTIONS SRN, WIVE ANTIOXIDANT COMPOLIND APPLEO TO CONNECTION 4 GROUND TESTS SIOLL BE PERFORMED AS REWIRED BY SPRINT STANDARD PRCCEDURES. GROUND GRID RESISTANCE SHALL NOT EXCEED S-OHMS. CPORACTOR LREPORT AS S LL U suexrz THE GROUND RESISTANCE TT 1. RE (1) COPY M OWNER REPRESENTATNE 2. RE (1) COPY To ENGINEER s. ONE (1) COP/ TO REEF INVOE EDUIPMOR INCLOSURE 6 ALL RAM MENEM D NIUE/ CABINETS GROUNDS LENDS TO BE I AK STRANDED GREEN JA E. FROM ea TERMINAL FOR MpTIDNAL GROUNDING NOTES SEE N-1 OR N ]. N =c1 SHAUE42:Z ro. tc. Ali GROUND WIRES MOM GROUND BARS TO GROUND SFNU. BE u AMG SOLO BARE AS REQUIRED. GROUND RES °PENETRATING INTO RES SI-LN1 BE NMIO BELOW SSiW1 BE SO.J0 BARE 11,17, StALD NOT TO KALE GROUNDING RISER DIAGRAM I 4 Sprint Select Site Acgniritton, LLC P.O. Berl Im Mph Whey, WA MS om.uc»0rss PROJECT INFORMATION: MCQUEEN SE25XC333 1w00 MMEDN LUTHER RING IR. WAY TWIRL, WA BRIM XING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT 0a-O3-14 REVISIONS CO PRELINI OHO 03-%N-14 CO FINAL OHO NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTOR SET 1 Z ,REGISTERED I \%% ARCHITECT ` DAVID H. DEAN STATE OF WASHINGT`N S EET TITLE: GROUNDING DETAILS SHEET NUMBER: G-2 RENSION: A RD POW NO. .2014-933 LLECTRIC MIR COMM MMO CABLES M M.EN Z. MOMAR u NR t0A 1 ) Mm o-s, 'AMINm xim MP., IAA IPA IA TMa M MC - N CD IM MUCIE ANTEM Mar PEAMEMMOMI MILE GROUND MI DS MG STRANDED COMM 040.00 (**SET LITITZ FONNFCTION OF CART F GROUND KIT TO ANTENNA CARIF NUL IMPS 3�. INSPECTION MOON RECARRED FOR ILL PITEMOR MO MAT. UP INE TONED COVER =MOM MR /1100 M 2) DISCONNECT. TIC CO ALL GROUND MO FM/USERS 11,1P SCAM NUT 10 SCALE NOT USED I I : A COAX TO ANTENNA GROUND' 2 , N„ ro _", CABLE GROUNDING 1 3 TWO HOLE LUG 14 TYPE GT TYPE NR rn[ w TYPE GI. LUG mE Pc Do, ooso9ps moo.. oD NtaAAncx 5¢ isfPU�[n AMMO MP 04 0 MOUND FNM ,NTEMI VR+U o O O O OQ o O O O QO o O O O 0 0 0 0 0 0 0 0 O TOO-MLE LUG. TO v.STNGROOM 'Mam STEEL he �xuDDOLTS PARMAL TIMED (MOUND & 22,3•• KALE NOT TO SCALE TYPICAL EXOTHERMIC WELD CONNECTIONS 16 1,1P SM. NOT TO SCALE SECTOR GROUND BAR CONNECTIONS 18 Sprint Select Site Acquisition, LLC P.O. In 13f), MN& VYq, WA MOO OM.3K7)FINO PROJECT INFORMATION: MCQUEEN SE25XC333 104.00 MARTIN LUMEN KINC TUKWTu WA 90178 JN. WA KING COUNTY ISSUED DATE: 02-23-14 SSUED FOR: BUILDING PERMIT REVISIONS 01-23-14. MICRIPTIM CO PRELIM MTVLS OHO 02-KM-14 CD FAVL OHO uouP URM 1^�'r► SAP' III m..ME 1111II1I�III Ail 2 RCS NED MASS MDIMFT N IXNOgtAUC ED COMOUrt MEER DgyjnGRw:aR "rn MAIM R : PLATER " EROF FMC ,"NTAPE TO Ws mom. L ,.rm Anw. O SMALL LSE IXOPIDWIC A1A1A1 O'()liuO 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 Ot"td 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 ODPM COME GROUND LEADS roo-oo.E WC. lc`iTO GAMMO lop ,s.. ,yeSTANLEss srEEL Hu HEAD nomoom ono DM .I DIMMED C W M � �. MMM..;W«„Hm WSWATIONm wSTRUCTURE. IMUMG. MOUND CP MD O�i corM[npra EQUPMENT DETAIL 12 CADET GROUND KIEMATIC 1 9 /1117. SCALE NOT TO SONE C TAP CONVECTION 110 LAM. SMLE MOT To sc.. TOWER MASTER GROUND BAR CONNECTIONS! 12 FOR CONSTRUCTION UNl£A LABELED AS CONSTRUCT. SET �477 ,REGISTERED I \JJ ARCHITECT DAVID H. DEAN STATE OF WASHINGTON SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: G-3 RENS. A 0110n4R01 NO. City of Tukwila Department of Community Development 2/2/2016 JUSTIN ABBOTT 870 ORAVETZ RD SE AUBURN, WA 98092 RE: Permit No. D14-0103 SPRINT 10400 MARTIN LUTHER KING JR WAY Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 3/15/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 3/15/2016, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, \ivel Rachelle Ripley Permit Technician File No: D14-0103 )9161 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development December 5, 2014 JUSTIN ABBOTT 870 ORAVETZ RD SE AUBURN, WA 98092 RE: Application No. D14-0103 SPRINT Dear JUSTIN ABBOTT: Jim Haggerton, Mayor Jack Pace, Director Permit application D14-0103 for the work proposed SPRINT at 10400 MARTIN LUTHER KING JR WAY S has not been issued by the City of Tukwila Permit Center. Per the International Building, Residential, and Mechanical Codes as well as the Uniform Plumbing Code and/or the National Electric Code, every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of COMMENTS OUT and is due to expire 02/12/2015. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is completed for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that your permit is not issued, we do not receive your written request for extension, or your request is denied your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, enm ermi Fil r Marshall Technician 14-0103 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director November 17, 2014 Justin Abbott 870 Oravetz Road SE Auburn, WA 98092 RE: Request for Application Extension Sprint —10400 Martin Luther King Jr Wy S Dear Mr. Abbott, This letter is in response to your written request for an extension to Application Number D14-0103. The Building Official has reviewed your letter and considered your request to extend the above referenced application. It has been determined that the City of Tukwila Building Division will be extending your permit application and additional 90 days, through February 12, 2015. If you should have any questions, please contact our office at (206) 431-3670 extension 1. Sincerely, JAiv1kL( Jen ife Mar all Pe t h ian File: Permit D14-0103 W:\Permit Center\Extension Letters\Applications\2014\D14-0103 App Extension Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 1 11 - t-+-I4 c c 1 +-7 a .C` T.�.: lc..., I % ck 14 carrEit . a-t_nn; Cc Mag's 4.4,11 V V-E : Ape e(4.4 oh 1 11-1 -O 163 • CSPr;w.-i- l o Moo /`tL.Pc' Tv% wet-7 S " "PI c_aS ra"_-1— Q 41. ti S I e et -f- s + + L.e_ aL Il. O VC r✓l C rl1.-O vt ( A p.. .. 1 iI 1 oft P C ✓441 1 I- A A Pp 1 e...,.. -1oh . -rk` Lord we. ?c •-t,`-f- ( (L- 14 -e 0-7 3) L•&-s v.e c.1 6e_evt s b •i i *-ktif s so u.-1 c. v.k. c c A +O ►ic c c p ' IN el c „-4_o in el; 1 I LL .vt k- i o �� ...ifrct_, ...„..._) mks 4.-;.. A 6 b o-4- 8 7 o o .r.k v &-1-4. Rd s E 4 (_2_0() - L'? `t o ibSSvRequest for Extension # 1 Current Expiration Date: Ik1 I l'iI1ti Extension Request: t1 Approved for I d days d'-' cri, .. !•:r !M. ❑ Denied (provide explanation) Signature/Initials _+fi City of Tukwila Department of Community Development October 10, 2014 JUSTIN ABBOTT 870 ORAVETZ RD SE AUBURN, WA 98092 RE: Application No. D14-0103 SPRINT 10400 MARTIN LUTHER KING JR WAY S Dear JUSTIN ABBOTT: Jim Haggerton, Mayor Jack Pace, Director Permit application D14-0103 for the work proposed at SPRINT (10400 MARTIN LUTHER KING JR WAY S) has not been issued by the City of Tukwila Permit Center. Per the International Building, Residential, and Mechanical Codes as well as the Uniform Plumbing Code and/or the National Electric Code, every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of COMMENTS OUT and was due to expire 10/02/2014. Due to a change in software there has been a lapse in application expiration notices being sent. Due to this circumstance the Permit Center is allowing action to be taken through November 14th to remedy the situation. If no response is received by that date the permit application will expire. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is completed for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that your permit is not issued, we do not receive your written request for extension, or your request is denied your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Marshall echnician File D14-0103 City of Tukwila Department of Community Development April24, 2014 JUSTIN ABBOTT 870 ORAVETZ RD SE AUBURN, WA 98092 Jim Haggerton, Mayor Jack Pace, Director RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D14-0103 SPRINT - 1400 MARTIN LUTHER KING JR WAY Dear JUSTIN ABBOTT, 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. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. (BUILDING REVIEW NOTES) 1. Codes are referenced to show compliance in accordance with 2009 Building codes on the engineering pack. Provide revised 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. PLANNING DEPARTMENT: Carol Lumb at 206-431-3661 if you have questions regarding these comments. • This building permit cannot be approved until a Type 1 Wireless Facility permit is approved by Planning. 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. D14-0103 A2/1/1 c,,..tl.,.,,.,.or 1:1.,,.1a,,.,..1 r.,;t, j1M T..L,.,.1., W .1,.« ,s ... OR12R - D1.,,... 1/1A_A41.2A7/1 . E ..')/l/ A21 2XKG ?ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0103 DATE: 09/23/15 PROJECT NAME: SPRINT SITE ADDRESS: 10400 MARTIN LUTHER KING JR WAY Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: 3-1,S A Y\ AY/4- CpL I)/i1- Building ivtsion Fire Prevention +��J Planning Division ill Public Work Structural E Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 09/24/15 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Denied (ie: Zoning Issues) (corrections entered in Reviews) Approved with Conditions DUE DATE: 10/22/15 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0103 DATE: 01/26/15 PROJECT NAME: SPRINT SITE ADDRESS: 10400 MARTIN LUTHER KING JR WAY S Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Build ing Division op Fire Prevention Public Works n Structural Planning Division up Permit Coordinator IN PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 01/27/15 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: 02/24/15 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 Jain. COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0103 DATE: 04/02/14 PROJECT NAME: SPRINT SITE ADDRESS: 10400 MARTIN LUTHER KING JR WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 1I`i Building Division up VOn Public Works F Structural PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) >Nv\ NIA ii)'I I (rr& i't')J j ire Prevention Planning Division 10 Permit Coordinator DATE: 04/03/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required j (corrections entered in Reviews Denied (ie: Zoning Issues) DUE DATE: 05/01/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only t CORRECTION LETTER MAILED: LI j / Departments issued corrections: Bldg Fire ❑ Ping PW 0 Staff Initials: l�' K w18/2013 PROJECT NAME: Spv,\ evt- PERMIT NO: U I H- 0 103 SITE ADDRESS: 0400 Mciv14, L04.4 ILker (,-ORIGINAL ISSUE DATE: a S'•1 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I _ I-10-IS 1":? Atli Summary of Revision: loc o„ I e v.1 r i e r i cot trAi ic,t4-i'-o'v S Recdived by: nru REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 9/ I D! L Plan Check/Permit Number: --) j[ f_ Q 1 9 3 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued M Revision requested by a City Building Inspector or Plans Examiner Project Name: S P'ijrrl "t II - t II- Project Address: `\c) 4 0 O �G 6' tr ✓i Ltd fh¢ ( kite j R l./l4 /, / i u k Vvl,/LI , w' rt Contact Person: im V d. RgIi do (p, n Phone Number: Li. 2 5 20.9 -73 9I Summary of Revision: Cr- SEP 18 2015 PERMIT CENTER '/la% eg; s b`.5 r s a Rpa I f e_ 0 p r? p se d oc rt i_e_,w ct Can 4 tpifo Pest's RECEWD CITV OF TUKWI A SEP '18 2015 CetA \ C 4-e q-7 is 83--\\a3 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 111 Entered in TRAKiT on City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I Z 1,1%5 Plan Check/Permit Number: To 14 — 0 1 0 3 ❑ Response to Incomplete Letter # IS, Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 5) r - 5 E 2 S) .0 3 3 3 J'& c- ( •ti<< h Project Address: Contact Person: I O 4 O o Mw is ►t7 Tr I,/ a.1 S. S'"-S 4 r A-b y er14— Phone Number: Zv 6 - '7 cj o — 4 fe S S Summary of Revision: /� 7'o (z) Si+s o-k- r t.yigeo4 s4rt&c.4Kr.%. c.._1.,,,..1.,1.4:oIwo TZ�p• r+ .c. r +Lc roe -f-.g 1+4 0•-•t4e el ALA--twt. K..t.s . eklc 1cc+or<S are_ bccSe_d o•‘'•(' ZOlZ 1 13L . -Th. 4._ proQestb a..-fit..'t solot 0.k..106- - r el v. % f'- L A r1 S P C 1t � 4 �, i r. S P t C'11 a �11 a.. 5, -V4—L wt0w4_4- /S �h`i/ vie_ eve el /tsisM6lc61 £ -4-1%-c_ r41 ti -Cot_ e..4 •. r t r RIMMED V 4� TU�cw PERMIT CENTER Sheet Number(s): Z 5 e + S "Cloud" or highlight all areas of revision including date of revise n Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on WESTOWER COMMUNICATIONS TNC Search L&I Page 1 of 3 _ ........ . SEARCH Home Inicio en Espanol Contact A-Z Index Help My Secure 1,8d Safety Claims & Insurance Workplace Rights Trades & Licensing WESTOWER COMMUNICATIONS INC Owner or tradesperson APPLE, ROBERT ERNEST Principals APPLE, ROBERT ERNEST, PRESIDENT PITA, GEORGE LOUIS, VICE PRESIDENT DE CARDENAS, ALBERTO IGNACIO, SECRETARY MARTINICH, MATTHEW, VICE PRESIDENT (End: 01/26/2011) JARVIS, MIKE ARTHUR, PRESIDENT (End: 12/03/2014) BARKER, J JOHN EDWARD, VICE PRESIDENT (End: 12/03/2014) CARR, MICHAEL DOUGLAS, TREASURER (End: 12/03/2014) PAYNE, CALVIN JAY, DIRECTOR (End: 12/03/2014) Doing business as WESTOWER COMMUNICATIONS INC WA UBI No. 601 979 870 2460 SAND LAKE RD ORLANDO, FL32809 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 04/28/2003-12/14/2016 Bond HARTFORD FIRE INSURANCE Bond account no. 52BSBAD6506 $12,000.00 Received by L&I Effective date 04/28/2003 04/02/2003 Cancelation date 04/02/2015 Insurance .............. Ace American Insurance Company $1,750,000.00 Policy no. XSLG27336589 Received by L&I Effective date https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601979870&LIC=WESTOCI975J8&SAW= 02/05/2015 Page 2 of 3 WESTOWER COMMUNICATIONS INC 12/01/2014 11/04/2014 Expiration date 09/15/2015 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. LAI Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations ................................................. No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 981,234-00 ........................ Doing business as WESTOWER COMMUNICATIONS INC Estimated workers reported Quarter 3 of Year 2014 "Greater than 100 Workers" L&I account representative T3 / STEPHANIE HENDERSON (360)902-6266 - Email: HSTE235@lni.wa.gov Account is current. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Citation issue date 09/08/2014 Inspection no. 317381853 Location 22263 68th Ave S. Kent, WA 98032 Citation issue date 07/29/2014 Inspection no. 317227924 Location Burbank Creek Road Yakima, WA 98902 Citation issue date 06/04/2014 Inspection no. 316967165 Location 22263 68th Ave S. Kent, WA 98032 Citation issue date 12/04/2012 Inspection no. 316557503 Location 1990 Observation Dr Pullman, WA 99163 No violations Under appeal. The results of the inspection are being challenged. Date of appeal 10/28/2014 No violations No violations https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601979870&LIC=WESTOCI975J8&SAW= 02/05/2015 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: www.woshi ngton8l 1. corn EMERGENCY. CALL 911 S Know what's below. Call before you dig. • WA CODE COM o chge hall . - ma to _ cope of work without prior ap • oval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal FILE COPY Permit No. `) I4x D T IIS IS AN EXISTING SPRINT WIRELESS TELECOMMUNICATION FACILITY EQUIPMENT UPGRADE Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: Date: i- 5 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—WAC 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 R •10 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 MEDUSA INSTALL (3) PROPOSED HYBRID CABLE USING EXISTING COAX ROUTE (1) PER SECTOR SIGNATURE BLOCK APPROVAL SIGNATURF DATE SITE ACQUISITION MANAGER CONSTRUCTION MANAGER A&E MANAGER PLANNING CONSULTANT RF MANAGER RF ENGINEER PROPERTY OWNER SPRINT REPRESENTATIVE AAV MANAGER C BUI la 2.5 GHZ UPDATE MCQU EEN SE25XC333 10400 MARTIN LUTHER KING JR. W TUKWILA, WA 98178 PLANNING APPROVE[ No changes can be madeto plans without approval fron Planning Division of DC Approved By: AUate: t SION KING COUNTY LATITUDE: 47.50880833 / 47° 30' 31.709" (NAD 83) (GPS READING) LONGITUDE: —122.2791444 / —122° 16' 44.92" (NAD 83) (GPS READING) ROOFTOP (TRI-POD TOWER) SEATTLE MARKET DRIVING DIRECTIONS FROM SEA TAC INTERNATIONAL AIRPORT: TO SITE: HEAD SOUTH ON DEPARTURES DR 0.4 MI CONTINUE ONTO AIRPORT EXPRESSWAY 1.3 MI KEEP RIGHT AT THE FORK AND MERGE ONTO WA-518 E 1.5 MI TAKE THE INTERSTATE 5 N EXIT ON THE LEFT TOWARD SEATTLE 0.6 MI MERGE ONTO 1-5 N 2.5 MI TAKE EXIT 157 FOR ML KING WAY 0.4 MI MERGE ONTO MARTIN LUTHER KING JR WAY S DESTINATION WILL BE ON THE RIGHT 0.4 MI 10400 MARTIN LUTHER KING JR WAY S SEATTLE, WA 98178 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 SPRINT P.O. BOX 1292 MAPLE VALLEY, WA 98038 CONTACT: JUSTIN ABBOTT PHONE; 206-790-4655 PROPERTY INFORMATION: PROPERTY OWNER: PROPERTY OWNER ADDRESS: SEBCO, INC. 4020 E MADISON, SUITE 320 SEATTLE, WA 98112 TOWER OWNER: N/A/ SITE ID: SE25XC333 ZONING CLASSIFICATION: CONSTRUCTION TYPE: OCCUPANCY: LIGHT INDUSTRIAL (LI) EXISTING JURISDICTION: CITY OF TUKWILA CURRENT USE: UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY NEW USE: UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY PROJECT DIRECTORY ARCHITECT: DHD ARCHITECTURE PLLC. 13424 246TH AVE SE ISSAQUAH, WA 98027 CONTACT: DAVID H DEAN PHONE: 425-657-0552 EMAIL: davidhdeanOmsn.com SITE ACQ. PROJECT MANAGER: SPRINT CORPORATION CONTACT: KEVIN FOY 206-427-5856 LEASING CONSULTANT: SELECT SITE ACQUISITION, LLC P.O. BOX 1292 MAPLE VALLEY, WA 98038 CONTACT: TOM SPAULDING PHONE; 650-380-3140 CONSTRUCTION MANAGER: SPRINT CORPORATION CONTACT: JIM GOETTSCHE PHONE: 206-387-5657 M PHONE: 208-672-6402 W BUILDING DEPARTMENT: CITY OF NEWCASTLE 12835 NEWCASTLE WAY, SUITE 200 NEWCASTLE, WA 98056 PHONE: 425-649-4444 ELECTRICAL COMPANY: PUGET SOUND ENERGY PHONE: 1-888-321-7779 TELCO COMPANY: NAME PHONE AW MANAGER: NAME ADDRESS ADDRESS CONTACT PHONE RF ENGINEER: NAME ADDRESS ADDRESS CONTACT PH E EM v vEFARA E PFi 1ll- F vQ-.0 i R-ED FOR: IZ fechanical Electrical ❑ Plumbing ❑ Gas Piping City of Tukwila BUILDING DIVISION REVIEWED FUR CODE COMPLIANCE APPROVED .D FEB 0 3 2015 C ofTukwh:a BUILDING DIV!SON 0103 S �1 1 less rint the ' Ac P.O. lox elect Site uisition, LLC 1292, Maple Valley, WA 98038 Office 206-790-4655 r INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD C D RECEIVED CITY OF TUKWILA APR 0 2 2014 PERMIT CENTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 1 7/.: IP. DAVIT STATE OF REGISTERED ARCHITECT ,r WASHINGTON W. 'N SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 REVISION: B DHD PROJ. NO. 2014-002 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. GENERAL CONSTRUCTION NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE, THE LATEST EDITION AND ALL OTHER APPLICABLEODES AND ORDINANCES. C 2. CONTRACTOR SHALL CONSTRUCT TRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND SPRINT INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATEST ST 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 VISIT THE JOB SITE 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 DISCREPANCIES 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 CONDITIONS. 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 AND 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 COORDINATING 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 CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN WITH ADJACENT SURFACES. 6. 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 BE 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 SHALL 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 REQUIRED FOR THE ELECTRICAL SERVICE UPGRADE. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION AUTHORITIES. ELECTRICAL NOTES 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., THAT ARE PART OF THE FINAL SYSTEM. SHALL BE VERIFIED BY THE 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. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER & TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDED BUT NOT BE LIMITED TO: A. UL -- UNDERWRITERS LABORATORIES B. NEC -- NATIONAL ELECTRICAL CODE C. NEMA -- NATIONAL ELECTRICAL MANUFACTURERS ASSOC. D. OSHA -- OCCUPATIONAL SAFETY AND HEALTH ACT E. IBC -- INTERNATIONAL BUILDING CODE F. NFPA -- NATIONAL FIRE CODES ANDELEVATIONSFOREXACT LOCATIONS DRAWINGS, REFER TO SITE PLANS EX C L 0 4. DO NOT SCALE ELECTRICAL D G , MANAGER' ANY AN AND LOCATIONS OF ALL EQUIPMENT, AND CONFIRM WITH 'CONSTRUCTIONSIZES D WHEN NEEDED. 5. EXISTING SERVICES: CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT 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 EQUIPMENT. 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 RESTRICTIONS, 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 BEGINNING 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 IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT 70 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 NOT 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 SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG 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 RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION 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 ELECTRICAL 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 7C2 - 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 CALM'. 27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 28. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WITH TYPE THWN INSULATION, 600 VOLT, COLOR CODED. USE SOLID CONDUCTORS FOR WIRE UP TO AND 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 SOLDERLESS MECHANICAL TERMINAL LUGS FOR N0. 8 AWG AND LARGER. 30. SERVICE: 240/120V, SINGLE PHASE, 3 WIRE CONNECTIONS AVAILABLE 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 TWO LENGTHS OF WARNING TAPE AT 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 ON SHEET A-4. THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUCTION. 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 TOWER (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 BECOLOR CODED AS SHOWN ON SHEET RF-1 AND IN ACCORDANCE WITH SP RINT SPECIFICATIONS. A WITH SHEETA-4 RF-1 AND AS FOLLOWS: 6. BANDING SHALL BE IN ACCORDANCE , A. MAIN LINE 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. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWE B. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE. C. START COLOR BANDS 2" BEFORE MAIN CABLE END. N r em ! I. -- p. 7. FINAL HYBRID CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RF ENGINEER. EE HYBRID CABLE SCHEDULE SHEET RF-1, BASED ON FINAL CABLE RUN LENGTHS DETERMI ED BY GDI 8. ALL HYBRID CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE T DISTANC L.L.J 3 ;. NOT TO EXCEED 3' HORIZONTALLY OR 4' VERTICALLY OR THE CABLE MANUFACT ER'S SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE HYBRID ABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL SUPPORT. SITE WORK NOTES City of Tukvii BUILDING D V� 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, tt111LE55 OTHERWISE NOTED. 2. DO 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 HOT 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 SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS. 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. 10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95% OF MAXIMUM STANDARD PROCTOR DRY DENSITY. 11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 95% OF STANDARD PROCTOR DENSITY. 12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE. 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER. 14. CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS, THRASH, WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF OFF -SITE BY THE GENERAL CONTRACTOR. 15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR. 16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY, TELEPHONE COMPANY, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. 5 1)1(/17 DI pS rint) Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD 3B 04-.0114 CD FINAL DHD ION D RECEIVED CITY OF TUKWILA APR 0 2 2014 PERMIT CENTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 1.77L, REGISTERED ARCHITECT PI! DAVI ,/ . STATE OF WASHINGTON sj, + AN SHEET TITLE: GENERAL NOTES SHEET NUMBER: • ,12014-002 N-1 REVISION: B DHD PROD. NO. HE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES 70 SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. FOUNDATION, EXCAVATION AND BACKFILL NOTES AL. A MAXIMUM OF 3 HORIZONTALTOV 1 VERTICAL. C GRADED SLOP ES SHALL BE U 1. ALL FINAL G D F UNDISTURBED SOILS, T SHALLE O UND S U FOR PLACEMENT OF CONCRETE B PREPARED 0 LL E ALL EXCAVATIONS 2. FROZEN SOILS, AND SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR ROZE SO L 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 UNSUITABLE 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 70 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 50 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 HRS 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. FDOT TYPE No. 57 FOR FENCED COMPOUND; FDOT 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 70 PLACEMENT OF FILLS. 11. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION OPERATIONS, REPLACE GRAVEL SURFACING TO 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 MATTER, 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 EQUIPMENT 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 TO 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 1 ALL STEEL WORK SHALL BENACCORDANCE I WITH THE LATEST EDITION OF THE AISC MANUAL OF T CONSTRUCTION. STEEL SECT IONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED ICATED BE LOW: ASTM A 50 KSI W SHAPES S 992 A ANGLES, BARS CHANNELS: ASTM 36, 36 KSI HSS SECTIONS: ASTM 500, 46 KSI PIPE SECTIONS: ASTM A53-E, 35 KSI STEEL 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT 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 BE 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, LUMPS, 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 fc'=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 "B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #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 ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S R_ EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOI WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. 7. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. WEATHERPROOFING NOTES STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES S EC CONSTRUC O CONNECTORS WEATHERPROOFING CONNEC O S AND GROUND KITS: 3.6 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 1' 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 70 MATING 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 SO 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 0R 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. THE 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 SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. TAPE SHALL BE CUT WITH A SHARP KNIFE. C. BUTYL RUBBER TAPE INSTALLATION PROCEDURE: 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 DIRT. 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 SO 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 SO 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 70 ITSELF. STEP 4: CONTINUE WRAPPING THE CABLE AND CONNECTOR/GROUND KIT USING HALF OVERLAP (0.75 INCH WIDE) LAYERS. KIT AT LEAST 2 INCHES. 5: WRAP OVER AND PAST THE CONNECTOR/GROUND STEP TAP WRAP THETAPE AT LEAST ONE FULL STEP 6: TO TERMINATE THE SELF -AMALGAMATING E, 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 SO 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 TAPE- 2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE TOP TWO LAYERS MUST ALSO BE WRAPPED USING A SHINGLED EFFECT. THE LAYERS 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. THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE SELF -AMALGAMATING TAPE ONTO THE UNDERLYING CABLE. ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR ACKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL APE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. Sprint) Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SF95XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD C D RECEIVED CITY OF TUKWILA APR 0 2 2014 PERMIT CENTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET Ili:. DAVIT STATE OF REGISTERED ARCHITECT .+ WASHINGTON P?.. i AN' SHEET TITLE: GENERAL NOTES SHEET ,12014-002 NUMBER: N-2 REVISION: B OHO PROJ. N0. 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. S. 104TH PL EXISTING PROJECT AREA ACCESS EXISTING PROJECT AREA ACCESS PROJECT AREA - SEE ENLARGED PLANS & ELEVATIONS GENERAL NOTES THIS IS NOT A SITE SURVEY: ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF -WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND OR SATELLITE IMAGES AND ARE APPROXIMATE. EXISTING BUILDING EXISTING PARKING ON1)1 1:13H1(11 NI1HVW ED FOR 0L� pP4 'ACE FEB 03 2015 City of Tukvv ,I LNG D \ i 22"x34" SCALE: 1" = 50.-0" 11"x17" SCALE: 1" = 100'-0" 50' 2100' HE 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. at ovERAitqN I Sprint) Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SF75XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD C D ECEfVED CIT OF TUKWILA R 02. 2014 NOT FORD CTIOPQiVLCMRELED AS CONSTRUCTION SET 1147:bn_ IIIP. DAVI STATE OF REGISTERED ARCHITECT a . WASHINGTON W.4 + AN SHEET TITLE: OVERALL SITE SHEET NUMBER: A-1 " REVISION: B DHD PROJ NO. 2014-002 J 2 J HFLEX- PROJECT AREA - SEE ENLARGED PLANS & ELEVATIONS EXISTING 1900MHZ SPRINT ,..,-- ROOFTOP MAST & ANTENNA PLATFORM W/ RADOME TO REMAIN HFI FX - ACCESS TO SPRINT SITE FROM PUBLIC RIGHT-OF-WAY PROPOSED 2.5GHz SPRINT ROOFTOP MAST & ANTENNA PLATFORM W/ RADOME TO BE MOUNTED TO (E) ROOFTOP HFI FX- HFLEX- HFI FX- HFI FX- HFI EX- HFLFX -EXISTING BUILDING PARAPET EXISTING SPRINT UNDERGROUND TRENCH TO EQUIPMENT AREA (APPROXIMATELY 83' RUN) - PREPARE FOR INSTALLATION F NEW HYBRID LINE J PROJECT AREA - SEE ENLARGED PLANS & ELEVATIONS EXISTING ROOF TOP CABLE TRAY W/ EXISTING COAX CABLE LINES FROM GROUND BASED EQUIPMENT TO ANTENNAS 1 GENERAL NOTES THIS IS NOT A SITE SURVEY: ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF -WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND OR SATELLITE IMAGES AND ARE APPROXIMATE. 22"x34" SCALE: 3/32" = 1'-0" i i i E 11"x17" SCALE: 3/16" = 1'-0" 168' 0" 16' ENLARGED SITE / COMPOU P A I l 7n Spri nt I Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD C D : CEIVED CIT OF TUKWILA APR 02. 2014 PE' MIT CENTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 171`i: REGISTERED ARCHITECT •AVI . STATE OF WASHINGTON s.4 + AN SHEET TITLE: ENLARGED SITE SHEET NUMBER: A-2 REVISION: B DHD PROJ NO. 2014-002 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. 13'-6" 13'-6" ... ALL EXISTING SPRINT GROUND 12-0_BASED EQUIPMENT TO REMAIN - NO ADDITION SPRINT 12 0" EQUIPMENT INSTALLED AT THIS TIME ' 14L1 rt , I¢1 11 rt- 1 la, TELCO 1 11 TELCO ELEC. ELEC. rrrzznrF CY7nrrn PROPOSED SPRINT X I 01 ROBR LEX TO 8 ( J = EXISTING SPRINT TELCO / PPC CABINET TO REMAIN O EXISTING SPRINTTELCO/ PPC CABINET REMAIN TO I _ O I oI w = ' �_ EXISTING SPRINT BATTERY CABINET -0n I EXISTING CABLE TRAY W/ EXISTING I �_ EXISTING SPRINT BATTERY CABINET o HYBRIFLEX I- CABLE TRAYTINN6/ EXISTING SPRINT EXISTING SPRINT EXISTING 1 MMBS CABINET MMBS CABINET HYBRIFLEX \ t, 16m � �1 EXISTING 6'-0" CHAIN LINK FENCE TO REMAIN EXISTING 6'-0" CHAIN LINK FENCE TO REMAIN 1 1 ;;-x;;- SCALE: ;ie- - ; =0 �. PROPOSED TEMP. EQUIPMENT PLAN 2 22"x34" SCALE: _ ''—°" mom _ EXISTING EQUPMENT PLAN 4' - -" 1/4" 11%17" SCALE: 1/8" — 1'-0" 4' 3' 2' 1' 0" 4' 13'-6" ALL EXISTING SPRINT GROUND 12-0 BASED EQUIPMENT TO REMAIN - NO ADDITION SPRINT EQUIPMENT INSTALLED AT THIS TIME 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 rt a' ,a TELCO ELEC. "rY el. a EXISTING ITEMS TO BE REMOVED PROPOSED SPRINT X CDMA ANTENNA 0 CDMA CABINET 0 O I HYBRIFLEX TO ROOFTOP J = EXISTING SPRINT TELCO / PPC CABINET TO REMAIN BBU CABINET 0 MICROWAVE CABINET 0 n COAX CABLE 0 p) ., , I -In X EXISTING SPRINT BATTERY CABINET L ! L L._ F !� y 9 ;# ty i o'.,-- — "' ""d r..,(�^fi V v 1 I !-_''' ',�_ .: aW i ,.✓ -. .-..."--........___ EXISTING CABLE TRAY W/ EXISTING SPRINT EXISTING MMBS CABINET HYBRIFLEX EXISTING 6'-0" CHAIN LINK FENCE TO REMAIN I_3 NOTES / REMOVED ITF S� 4, 22"x34" SCALE: 1/4" = 1'-0" _ PROPOSED EQUIPMENT PLAN ' 11"x17" SCALE: 1/8" = 1'-0" 4' 3' 2' 10' 4' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. Me USE OR DISCLOSURE OTHER THAN THAT WHICH Spri • nt) ,./drSelect Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SF75XC333 10400 MARTIN JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD 0 D RECEIVED CITY OF TUKWILA APR 0 2 2014 PERMIT CENTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET li: PI! IAVI STATE OF REGISTERED ARCHITECT i . WASHINGTON WA r AN SHEET TITLE: ENLARGED EQUIPMENT PLANS SHEET NUMBER: A-3 It _ .01 REVISION: B DHD PROJ NO. 2014-002 (P) SPRINT ANTENNA TRI-POD FRAME � ATTACHED TO (E) ROOF W/ NEW /I\ UM -STRUT BRACING FOR (P) RRH'S - c 1- ID old (P) SPRINT 38"0 RADOM, / I. �` ' ` (PROVIDED BY OTHERS) 4it VERIFY SIZE W/ PROPOSED`.ANTENNAS PRIOR TO '.. 41 ''' • `•� CONSTRUCTION '',' `.` + I Ik , 4, �� / EXISTING SPRINT 1900HMZ RRU (1 PER SECTOR - TOTAL OF 3) <1= EXISTING ANTENNA TRI-POD II- FRAME ATTACHED TO ROOF �` 0-= ''��` ''' •A���,` ��j •II �.�. i ,A, vesm •• ‘ I 0�� `� . tisti" ,� ,: • • ,,, • IrAl �� �' \ J rye ` J \ I EXISTING BUILDING PARAPET (P) SPRINT 2.5GHz PANEL ANTENNA EXISTING BUILDING PARAPET EXISTING SPRINT 1900MHZ QUAD ANTENNA (1 PER SECTOR - TOTAL OF 3) MOUNTD ON (P) 3Y2"0 O.D. PIPE - 1 PER A-6 SECTOR, TOTAL OF 3 6 8 (P) SPRINT 2.5GHz RRH MOUNTED ON (P) EXISTING SPRINT 38" TO REMAIN RADOME A-6 3Y2" O.D. PIPE. PROVIDE PIPE ADAPTER KIT TO SUIT IF NECESSARY - 1 PER SECTOR, TOTAL OF 3 11""x17"" SCALE: 3/86� = PROPOSED TEMP. ANTENNA PLAN 12 22"x34" SCALE: 3/16" = 1'-0" EXISTING ANTENNA PLAN 1 1'.-0" 8' ' 8' 11"x17" SCALE: 3/8 = 1'-0" 8' 4' 0" 8' (P) SPRINT ANTENNA EXISTING SPRINT " 1900HMZ ANTENNAS / \ ATTACHED TO (E) ROOF & RRU (1 PER a r UNI—STRUT BRACING SECTOR - TOTAL .. (P)SPRINT 38"0 OF 3) TO REMAIN �7� " (PROVIDED BY OTHERS) ,, VERIFY SIZE W/ '♦,''''a`` ANTENNAS PRIOR ',`, ,��•� NSTRUCT ON �'. I ` � TRI-POD FOR RADOM, PROPOSED TO FRAME / ` W/ NEW Q r (P) RRH'S Ij old (' I` •J�` , �'/'��` ' '` ` ',,' ``.` ` , , R• �: NOTE: STRUCTURAL ANALYSIS PLATFORM. STRUCTURAL NOTE: EXISTING ANTENNAS NEW SPRINT ANTENNAS FIELD VERIFY EXISTING NOTES: ALL AZIMUTHS ARE PRIOR TO INSTALLATION STRUCTURAL ENGINEER STRUCTURAL CALCULATIONS MUST BE PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW CABINETS/TEMPORARY ANALYSIS PROVIDED BY GENERAL DYNAMICS. ARE CDMA UNLESS NOTED OTHERWISE. INCLUDE RESPECTIVE RRU'S WHICH SHALL BE MOUNTED ON THE PIPE BEHIND THE ANTENNA SIMILAR 70 THAT SHOWN ON DETAIL 1, SHEET A-6. AZIMUTH BEFORE RELOCATING THE ANTENNA. IF REQUIRED. PRIOR APPROVAL FROM SPRINT TO BE GRANTED BEFORE RELOCATION OF ANTENNAS. TO BE ESTABLISHED CLOCKWISE FROM THE TRUE NORTH HEADING. CONTRACTOR SHALL VERIFY NEW ANTENNA RAD CENTER AND ORIENTATIONS WITH SPRINT PCS OF ANTENNAS. PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS, EXISTING TOWER AND TOWER FOUNDATION MUST BE ANALYZED BY A LICENSED THBY OTHERS. CONTRACTORALSHALL INE REFER TO TOWER TO VERIFY TOWER L CAPABLE OF E SUPPORTING THE NEW LOADS. EH STRUCTURAL MADE FOR ADDITIONAL LOADS. NO ERECTION OF MODIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER 2.5 GHz EQUIPMENT ONLY '',`���•��,`` '�•i• Y •L•,�. / ��' • ' �`.` Y ,'`�'` I 7� `.,• ��\ ',`��X`4r5.01,'����` � %it/ ' , \`1\J J �`�' '`.`HYBRID V ` ` `� T. RRU / HYBRID CABLE SCHEDULE SECTOR RRH MODEL RRH FREQUENCY 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 130' 1" 1/2" 6' 9.8' COMMSCOPE iRET AISGv2.0 BETA 2.5GHz RRH (1)2.5GHz 130' 1" 1/2" 6' 9.8. COMMSCOPE RET AISGv2.0 GAMMA 2.5GHz RRH (1)2.5GHz 130' 1" 1/2" 6' 9.8' COMMSCOPE iRET AISGv2.0 SCHEDULE I ...,I,.�� �����ni���ivavas �41 ,(ANTENNA \ �\SwCT�., SECTOR FREQUENCY ANTENNA ANTENNA QUANT QUANTITYANTENNA AZIMUTH RAD CENTER ANT. SIZE ELECT TILT METH TILT ALPHA 2.5 GHz KMW ET-X-WM-18-65-8P 1 (PER SECTOR) 0' 30'-0" 69.7" -0' N/A 71•1-_1 N_��� � . T�J` ` BETA 2.5 GHz KMW ET-X-WM-18-65-8P 1 (PER SECTOR) 120' 30.-0" 69.7" -3' N/A GAMMA 2.5 GHz KMW ET-X-WM-18-65-8P 1 (PER SECTOR) 240' 30'-0" 69.7" -3 N`q r ° n 3 r. i v O i C,c, 6.-t ✓"; q.. 'l E`9,( 'M-,' EXISTING BUILDING PARAPET (P) SPRINT 2.5GHz PANEL ANTENNA 1 PER A 6 MOUNTD ON (P) 3Y2"0 0.D. PIPE — SECTOR, TOTAL OF 3 6 8 (P) SPRINT 2.5GHz RRH MOUNTED ON (P) A 6 3Y2 0.D. PIPE. PROVIDE PIPE ADAPTER KIT TO SUIT IF NECESSARY - 1 PER SECTOR, TOTAL OF 3 NOTES / A'��X°SC-IEDULFijk 4 1 22"x34" SCALE: 3/16" = 1.-0" ® ANTENNA PLAN 1 3 11"x17" SCALE: 3/8 = 1'-0" 8' 4' 0" 8'PROPOSED 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. StIP p int :),A Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SF.5XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD C D RECEIVED CITY OF TUKWILA APR 0 2 2014 NOT FORPERMIT QCENTER N UNLESS ELED AS CONSTRUCTION SET ih: Pill. OAVI STATE OF REGISTERED ARCHITECT i WASHINGTON Ir.4 + AN , SHEET TITLE: ANTENNA PLANS SCHEDULES SHEET NUMBER: A-4 ' _ ' ," , REVISION: DHD PROJ. NO. 2014-002 TOP OF (N) SPRINT NV ANTENNAS Tr ELEV. 34'-10" AGL RAD CENTER OF (N) SPRINT NV ANTENNAS IF ELEV. 30'-0" AGL (E) BUILDING ROOF DECK IF ELEV. 24'-8" AGL EXISTING SPRINT HYBRID CABLE ROUTE FROM GROUND BASED EQUIPMENT TO ANTENNAS - PREPARE FOR NEW HYBRID LINES pik FINISH GRADE ELEV. 1T-0" REF. I I EAST ELEVATION (P) SPRINT RADOME SCREEN TO MATCH (E) - VERIFY IN HELD (P) SPRINT 2.5GHz PANEL ANTENNA MOUNTD ON (P) 3Y2"O 0.D. PIPE - 1 PER SECTOR, TOTAL OF 3 (P) SPRINT 2.5GHz RRH MOUNTED ON (P) 3Y2" 0.D. PIPE. PROVIDE PIPE ADAPTER KIT TO SUIT IF NECESSARY EXISTING BUILDING EXISTING SPRINT TRI-POD BASE 'TO REMAIN - BEYOND / NOT SHOWN FOR CLARITY 22"x34" SCALE: 3/64 = 1'-0" 11"x17" SCALE: 3/32" = 1'-0" 8' 6' 4' 2 0 8' EXTERIOR ELEVATION 12 PAINT NOTES PAINT NOTES: 1. (N) SPRINT EXPOSED ANTENNAS AND MOUNTING HARDWARE TO BE PAINTED TO MATCH (E) SITE CONDITIONS PER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. 2. (N) SPRINT EXPOSED ANTENNA SUPPORT EQUIPMENT AND MOUNTING HARDWARE TO BE PAINTED TO MATCH (E) SITE CONDITIONS PER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. NOTES 1. FINAL ANTENNA CONFIGURATION SHOWN ON THIS PLAN -. SEE ANTENNA PLAN SHEETS FOR EXISTING AND TEMPORARY INTERIM CONFIGURATION. 2. EXISTING TOWER INVENTORY PROVIDED BY OTHERS. 3. ALL (N) ANTENNA, RRU, AND CABLING WORK SHALL NOT COMMENCE UNTIL A SIGNED AND SEALED STRUCTURAL TOWER/POLE, SPRINT PLATFORM AND FOUNDATION REPORT IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES MATCHING THE DESIGN DEPICTED ON THESE DRAWINGS HAS BEEN PROVIDED. 4. ALL (E) SPRINT COAX CABLES AND ANTENNAS ARE TO BE REMOVED FROM THE SITE. 5. IF PRESENT, ALL (E) CLEARWIRE ANTENNAS, MICROWAVE DISHES AND COAX CABLES TO REMAIN. 6. (N) SPRINT NV ANTENNAS ARE TO BE INSTALLED 50 THAT THE TOP OF THE (N) ANTENNA ALIGNS WITH THE TOP OF THE (E) SPRINT CDMA ANTENNAS THAT ARE TO BE REMOVED. EXISTING SPRINT 1900MHZ QUAD ANTENNAS & RRU'S (1 PER SECTOR, TYPICAL OF 3) MOUNTED BEHIND (E) RADOME TO REMAIN TOP OF (N) SPRINT NV ANTENNAS Tv ELEV. 34'-10" AGL RAD CENTER OF (N) SPRINT NV ANTENNAS IV ELEV. 30'-0" AGL (E) BUILDING ROOF DECK ELEV. 24'-8" AGL ALI FINISH GRADE ELEV. 1T-0" REF. SOUTH ELEVATION (P) SPRINT RADOME SCREEN TO MATCH (E) - VERIFY IN FIELD (P) SPRINT 2.5GHz PANEL ANTENNA MOUNTD ON (P) 3Y2"9) 0.D. PIPE - 1 PER SECTOR, TOTAL OF 3 (P) SPRINT 2.5GHz RRH MOUNTED ON (P) 3Y2" 0.D. PIPE. PROVIDE PIPE ADAPTER KIT TO SUIT IF NECESSARY EXISTING BUILDING 22"x34" SCALE: 3/64 = 1'-0" IN • • • IN • • IM 11"x17" SCALE: 3/32" = 1'-0" 8' 6' 4' 2' 0 8' EXTERIOR ELEVATION 14 Sprint) Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SF7 5XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD C D RECEIVED CITY OF TUKWILA APR . 0 2 2014 PERMIT C NTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET lih4:11:._ REGISTERED ARCHITECT P!W IAVI a . STATE OF WASHINGTON + AN SHEET TITLE: EXTERIOR ELEVATIONS SHEET NUMBER: A-5 • REVISION: B DHD PROJ NO. 2014-002 win fl ME MN • MI MI • 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-BP 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 r n h� a >Q '-D" a N RF CONNECTOR 1'.ice) (TYP),..q BOTTOM ANTENNA INFORMATION PULLED FROM PRELIMINARY PRODUCT DATA SHEET FRONT SIDE 1?"x17" SCALE: NOT To SCALE EQUPMENT DETAIL 1 SCALE: NOT TO SCALE 11"x37" SCALE: NOT TO SCALE EQUPMENT DETAIL 2 "x34" SCALE: NOT TO ??"x17" SCALE: NOT TO SCALE EQUPMENT DETAIL 3 11"x37" SCALE: NOT TO SCALE: NOT TO SCALE ANTENNA DETAIL 14 PROPOSED SAMSUNG RRH MOUNTED BEHIND EXISTING OR PROPOSED 3Y0 NEW ANTENNA PIPE MOUNT 0" \\\ PROPOSED SAMSUNG RRH MOUNTED BEHIND NEW ANTENNA i ,:,L ` d Vl 1 9 1/2 % 2.5GHz RRU W/ FINGER GUARD MANUFACTURER: SAMSUNG O 0 0 0 0 O, MODEL: XXXXXXXXXX WEIGHT: 59.5 LBS (27kg) DIMENSIONS: 15.5" X 18.6" X 9.45" PORTS: 8RF OUTPUT - MINI DIN SPECIFICATIONS ARE SUBJECT TO CHANGE W/O OUT NOTICE � U U U U U U U U U O O O O O O O O O O O O O O O O O O0O0O0O0O0O0O0O0O0 o0000000000000000 °0°0°000°0°0°0°00 O O OO O O O O O O O O O O 0000 00000 0 00000000 1'-3 1/2" O O O O O O O O o O O 0 0 O 0 0 0 0 0 0000 0 0 0 0 0 0 5 ?oo - RF CALIBRATION O O O O O O O O O O O O O O O O O O O O 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 0-0 O O O O O O 0000 0 O O O O O O 00�0 Illlillllllllllllllllillll PROPOSED IlM1I•I•I•I•I•PI•I.1I1 �. SAMSUNG MOUNTING �.�• oO�°° BRACKET & ` 11 HARDWARE it 000Eo^°^o^ 00=&000g=000ea '°o / PROPOSED ANTENNA - SEE DETAIL FOR ADDITIONAL PORT N-TYPE --"O'�°O°�'" INFORMATION EXISTING OR ��� PROPOSED 3XZ"0 ooa9.oee00000 ovogo°�oog °o I'•� II ` 8 RF OUTPUT PORTS - MINI DIN 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O O O PIPE MOUNT --- �T� "'' ooa 000e^e000= _ ° • �uu odoWL • / ANTENNA MOUNT PER 000�0�0�0�O�U0°0O00OU0 _ PROPOSED ANTENNA PROPOSED - SEE DETAIL FOR SAMSUNG RRH MOUNTED BEHIND ADDITIONAL NEW ANTENNA INFORMATION 1 3. PROPOSED SAMSUNG MOUNTING BRACKET & HARDWARE —: // / MANUFACTURER v a O O O O 000 0 0 0 0 0 0 0 U 0 0 0 0 0 0 0 0 00 O O O O O O O O O O O O O 0 O O 0 0 I 1 1 0 O O O 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 0O 0O O 0O O O 0O 0 0 BOTTOM REAR EXISTING OR PROPOSED 3FZ"0 PIPE MOUNT ____1_F uSIDE Rn�' e 0 ‘,..,Q\k‘ 0 0 0 BER MPO DC POWER03 CONNECTOR CONNECTOR 11 "x17" SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE 2.5GHZ RRU MECHANICAL SPECIFICATIONS 16 2"x34" SCALE: NOT TO SCALE 1?"x 17" SCALE: NOT TO SCALE RRU POLE INSTAL LATION DETAIL 18 PROPOSED TRI-POIp ANTENNOrTpyE ¢ 11 N PROPOSED HYBRID CABLES, JUMPERS, CLAMPS, ETC. NOT SHOWN FOR CLARITY - SEE ANTENNA / RRH DETAILS FOR ADDITIONAL INFORMAITON SEE STRUCTURAL REPORT FOR BALLAST INFORMATION ID , 9 - I I PROPOSED 36" 0 RADOME - VERIFY SIZE OF SPRINT ANTENNAS & MOUNTS PRIOR TO RADOME DESIGN & CONSTRUCTION PROPOSED SPRINT RRH'S ATTACHED TO ADDITIONAL PROPOSED RUBBER MAT UNDER BALLAST TIE DOWN KIT �� / �� I � �II NEW VALMONT NON -PENETRATING TRI-POD MOUNT - INSTALL ADDITIONAL UNISTRUT BRACING AS REQUIRED , ,, PROPOSED TRPD-H � MOON NONNETRATING -PE(OR APPROVDED ODO VALMONTANTENNA (E) ROOF MEMBRANE 22"x34" SCALE: NOT TO SCALE22"x34" EQUPMENT DETAIL 11"x17" SCALE: NOT TO SCALE 10 SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE TRIPOD / ANTENNA / RADOM DETAIL 1 12 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. Sprint> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SF75XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD C D RECEIVED CITY OF TUKWILA APR 0 2 2014 PERMIT CE (E�( NOT FOR CONSTRUCTION U L S A ELED AS CONSTRUCTION SET Iiii4h: IIIPpI IAVI STATE OF REGISTERED ARCHITECT a . WASHINGTON � + AN SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: A-6 REVISION: B DHD PROJ. NO. 2014-002 Agin TYPICAL HYBRID CABLE COLOR CODE SECTOR FIRST RING SECOND RING THIRD RING A GREEN NO TAPE NO TAPE B GREEN GREEN NO 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/LF (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" 1.18"/1.25" 1.25" 1.56" 1.69" BENDING RADIUS 11.81" 12.99" 15.35" 17.71" 17.71" 18.00730.00" 21.00735.00" 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 CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE (4) PAIR COPPER TO RRU (6) FIBER CABLES COLOR CODING I 1 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE HYBRID CABLE TYPES 14 1 3/4" TAPE 1 3/4" TAPE 1 3/4" SPACE / BETWEEN HYBRID 1 3/4" TAPE 1 3/4" TAPE 1 3/4" TAPE 7/8" SPACE SECOND RING 7/8" SPACE THIRD RING CABLE COLOR CODE FIRST RING SECOND RING FIRST RING BETWEEN (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR HYBRID COLOR CODE RINGS SECTOR) RINGS SECTOR) COLOR CODE CODE CODE 1 3/4" SPACE FROM END OF BREAK-OUT CYLINDER 1 3/4" TAPE RING 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) (4) PAIR COPPER HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 1 3/4" TAPE 7/8" SPACE FIRST RING BETWEEN HYBRID COLOR CODE RINGS 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) NO SPACE BETWEEN CABLE FREQUENCY COLOR CODE (SEE TABLE FOR DETAILS) 1 3/4" SPACE BETWEEN HYBRID 1 3/4" TAPE 1 3/4" TAPE CABLE COLOR CODE FIRST RING SECOND RING AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR COLOR CODE CODE CODE 4 ���������•�� �����������1 ��� •i � Oiiiiiiiii� • il HYBRID COLOR CODE J WRAP TAPE AROUND J HYBRID CABLE TAPE (SEE TABLE CABLE. THREE TIMES, TO CABINET FOR DETAILS) MIN. (TYP) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 1 3/4" SPACE FROM END OF BREAK-OUT CYLINDER TO CABINET . id (6) FIBER CABLES HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) NOTE: 1. ALL CABLES SHALL BE MARKED A7 THE TOP AND BOTTOM WITH 2" COLORED TAPE OR STENCIL TAG. COLOR TAPE SHALL BE OBTAINED FROM GRAYBAR ELECTRIC. 2. THE FIRST 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. 3. THE HYBRID CABLE COLOR SHALL BE APPLIED IN ACCORDANCE WITH THE "TYPICAL HYBRID CABLE COLOR CODE" TABLE ABOVE FOR THE RESPECTIVE SECTOR. 4. INDIVIDUAL 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 WITH A 2" SPACE. NO SPACE BETWEEN CABLE FREQUENCY COLOR CODE (SEE TABLE FOR DETAILS) HYBRID CABLE CONNECTION AT CABINET 1 3/4" TAPE RING FIRST RING HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 2 FROM RRU RRU & END OF JUMPER 7/8" SPACE BETWEEN RINGS 1 3/4" TAPE RING SECOND RING (IF APPLICABLE PER SECTOR) JHYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 1 3/4" TAPE RING 7/8" SPACE THIRD RING BETWEEN (IF APPLICABLE PER =xxx,°" RINGS SECTOR) WRAP TAPE AROUND CABLE. THREE TIMES, MIN. (TYP) HYBRID CABLE TO RRU 1 3/4" TAPE 1 3/4" TAPE 1 3/4" SPACE SECOND RING FIRST RING BETWEEN CABLE CODE 1 3/4" TAPE FREQUENCY COLOR FREQUENCY COLOR AND FREQUENCY THIRD RING 7/8" SPACE CODE CODE COLOR CODE ,, CABLE 7/8" SPACE 1 3/4" TAPE THIRD RING CABLE # 1 3/4" SPACE 1 3/4" TAPE 1 3/4" TAPE BETWEEN CABLE CODE FIRST RING SECOND RING AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR COLOR CODE CODE CODE ( JUMPER CABLE CONNECTION AT RRU AND ANTENNA 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE ANTENNA & END OF JUMPER FROM ANTENNA HYBRID CABLE COLOR DETAIL I 1 Sprint) Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SF7SXC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD C D ECEIVED CIT OF TUKWILA $PR.022014 110T FOR tTIOf�01VLES5`L ELED AS CONSTRUCTION SET liPli:, REGISTERED ARCHITECT DAVI + . STATE OF WASHINGTON illjW4 + AN SHEET TITLE: ANTENNA AND CABLE DETAILS SHEET NUMBER: RF-1 REVISION: B DHD PROD. NO. 2014-002 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. 1 F NOTES I FCTRICAL ACCORDANCECU RRENT NATIONAL 1. ALL ELECTRICAL WORK SHALL BE DONE IN WITH CURR TAT CODE,LAWS. AND ORDINANCES. CODES AND ALL LOCAL ANDS E TO MEET NEC ANDWIRING SIZES AS REQUIRED ALL COMPONENTS PR VIDE INAN S 0 ORD CE 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 TERMINATE 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 CONTRACTOR. 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. FIFCTRICAL NOTES (CONET) ACCORDANCE WITH NEC TABLE H MADE IN MET WITH BENDS IT SHALLBE E 16. ALLCONDUITS 4CO THAN STANDARD CONDUIT VI OTHER 4 —1 NO RIGHT ANGLE DEVICE 3 6 0 ALLCONDUITS 2" OR LARGER. MINIMUM INSIDE SWEEPS FOR CO D ELBOWS WITH 12" M N U 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 1/10 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 BUILDING. 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. R: TBD SITE NUMBER:MBER T.B.D..O. MODEL NUMBER: VOLTAGE: 240V/120 PHASE:1 WIRE: 3 MAIN BREAKER: 200 AMP BUSS RATING: 200 AMPS A/C: YES R N MOUNT: SURFACE NEUTRAL BAR: YES GROUND BAR: FIELD VERIFY ENCLOSUREGROUND BOND: FIELD ' NEMA 3R N to VERIFY PANEELL STTAA STATUS: EXISTING INTERNAL TVSS: YES CKT J OAD DESCRIPTION BREAKER AMPS BREAKER POLES BREAKERBREAKERBREAKERBREAK STATUS STATUS POLES ER AMPS LOAD DESCRIPTION CKT 1 BTS 100 2 ON ON 2 60 SURGE PROTECTION 2 3 _— __ —— ON ON __ __ __ 4 5 BLANK -- -- N/A ON 1 10 TELCO FAN 6 7 SAMSUNG MMBS CABINET 100 2 NEW ON 1 20 GFCI 8 9 -- -- -- NEW ON 1 20 LIGHT 10 11 SAMSUNG BBU CABINET 15 1 NEW N/A -- -- BLANK 12 13 BLANK -- -- N/A N/A -- -- BLANK 14 15 BLANK -- -- N/A N/A -- -- BLANK 16 17 BLANK -- -- N/A N/A -- -- BLANK 18 19 BLANK -- -- N/A N/A -- -- BLANK 20 21 BLANK -- -- N/A N/A -- -- BLANK 22 23 BLANK -- -- N/A N/A -- -- BLANK 24 NOTES GENERAL CONTRACTOR TO CHECK REQUIREMENTS WITH LOCAL POWER COMPANY AND JURISDICTION. ADDITIONAL SUB PANEL OFF THE PPC CABINET MIGHT BE 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 200A EXISTING 200A METER/DISCONNECT SWITCH EXISTING SERVICE GROUND CIRCUIT SCHEDULE NO FROM TO CONFIGURATION Q SOURCE METER CENTER EXISTING 2 METER/DSC / TRANSFER SWITCH & LOAD CENTER EXISTING CDLOAD TRANSFER SWITCH & CENTER GENERATOR RECEPTICLE EXISTING ® TRANSFER & LOAD CENTER SUB —PANEL MMBS CABINET EXISTING © TRANSFER & LOAD CENTER SUB —PANEL BBU CABINET EXISTING J EXISTING LOADS (REFER TO PANEL SCHEDULE 200A 200A /Th • /Th 100A 0-o /1 • /1 15A 0-0 • • 0-0 • 0-0 /10-0 0-0 0-0 EXISTING 200A GENERATOR RECEPTACLE TRANSFER SWITCH & LOAD CENTER EXISTING LOADS (REFER TO PANEL SCHEDULE EXISTING MMBS CABINET EXISTING BBU CABINET 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE ALL EXISTING SPRINT GROUND BASED EQUIPMENT TO REMAIN — NO ADDITION SPRINT EQUIPMENT INSTALLED AT THIS TIME SCHEMATIC ONE -LINE DIAGRAM 112 Sprint> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD C D RECEIVFD CITY OF TUKWII A APR 0 2 2014 NOT FOR CPii CONSTRU TY4�111�IO 9igNTERD AS Iii: W. DAVI 'STATE OF REGISTERED ARCHITECT i . WASHINGTON + AN SHEET TITLE: ONE LINE DIAGRAMS SCHEDULES SHEET NUMBER: . . E-1 , REVISION: B DHD PROD. NO, 2014-002 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. 13'-6" _ 13'-6" 12-0' _ 12'-0" (P) SPRINT HYBRID CABLE Alik _ FROM (E) GROUND BASED lap EQUIPMENT TO (P) 2.5GHz RRH'S -u R n EXISTING XI TCABINERINT REMAON/ .,. \ EXISTING SPRINT TELCO / PPC CABINET TO REMAIN _ II TELC E— T TELC • E— T E ELEC. 7 E ELEC. 7 o i 4 4� II 1 I Ilmm 1 j 11 1 I in 4 1, r m 1 1 1 m D 1 III m III 1 ‘1_ m o In 0 11 1 / 1 EXISTING CABLE f EXISTING CABLE I TRAY W/ / EXISTING IL= — = E — — 3 TRAY W/ EXISTING 1 — E — z _ — 3 HYBRIFLEX 1 HYBRIFLEX SPRINT x EXISTING SPRINT EXISTING BATTERY CABINET BATTERY CABINET f -v ". 4 dl I¢ kw a EXISTING SPRINT MMBS CABINET EXISTING SPRINT MMBS CABINET 22"x34" SCALE: NOT TO SCALE 11"07" SCALE: NOT TO SCALE EXISTING ROUTING PLAN I 1 21 "x34" SCALE: NOT TO SCALE " SCALE: NOT TO PROPOSED TEMP. ROUTING PLAN 12 13'-6" _ .. " F:: 0 _ �_ V _ 12'-0" _ (P) SPRINT HYBRID CABLE Ark FROM (E) EQUIPMENT RRH'S GROUND TO (P) BASED lair 2.5GHz R- x R - �� \ EXISTING SPRINT TELCO / PPC CABINET TO REMAIN J� _= 11 TELC • E — T — E ELEC. om 10 W I 1 1 1 =1 III \ � CD EXISTING CABLE >< TRAY W/ EXISTING __ E — — / 3 HYBRIFLEX , EXISTING SPRINT x J BATTERY CABINET i, IQ ❑I a1 SPRINT EXISTING MMBS CABINET '22"x34" SCALE: NOT TO SCALE PROPOSED ROUTING PLAN 11"x17" SCALE: NOT TO SCALE _ 13 22"x37" SCALE: NOT TO SCALE SCALE: NOT TO SCALE NOT USED 14 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. Spri nt Ak Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN E25XC333 10400 MARTIN SJR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT _ REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD C D RECEIVED CITY OF TUKWILA APR 0 2 2014 NOT FOR P RMIITN Oh NSTIERED AS CONSTRUCTION SE Pliii! PAVIJ STATE OF REGISTERED ARCHITECT .0 WASHINGTON PP. 4 AN SHEET TITLE: CONDUIT ROUTING SHEET NUMBER: E-2B REVISION: DHD PROJ. NO. 2014-002 . , \)I.flI in /r \ \ (P) 2.5GHz PANEL ANTENNA W/ RRH, 1 PER SECTOR, TOTAL OF 3 GROUNDING NOTES 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. 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUNDING BAR AND BOLTED ON THE BACK SIDE, INSTALL BLACK HEAT -SHRINKING TUBE, 600 VOLT INSULATION ON ALL GROUNDING TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION. 6. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE 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.WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 9. SUPPLIED AND INSTALLED BY 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 MANUFACTURERS RECOMMENDATIONS FOR GROUNDING CONNECTIONS TO THE TOWER. (APPLICABLE TO NEW TOWERS ONLY.) OF 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 70 SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER 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 STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DE AILED 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. 8. ALL EXISTING GROUND BARS, WIRES & CONNECTIONS SHALL BE FIELD VERIFIED. ANY DEFICIENT ITEMS SHALL BE REPLACED AS REQUIRED TO ACHIEVE ADEQUATE GROUNDING REQUIRED BY SPRINT. AGB ' / / ' / ' / y�, I�H p n I' IIII \ � \ \ ♦, \ \ Ems, \ ' ` `AGB ♦ ♦ 7 1 ��\�� ��� ���� (P) 2.5GHz RRH'S T CONNECTED TO E ��%" ( ) ��"� ANTENNA GROUND �� _ , A �\ ` i.� # \ \ )� ) \ �� J/�; I , ......\ ` ` BAR ' •�. `� \ I / ` �,; ,/\,. �' / J J ( AGB e: t \ \ \ / / ____-/ \\ LEGEND _ —4 • EXOTHERMIC CONNECTION O MECHANICAL CONNECTION o COMPRESSION CONNECTION CGB COLLECTOR GROUND BAR MGB EXTERNAL GROUND BAR 224" SCALE: NOT TO SCALE 11"x137" SCALE: NOT TO SCALE GROUNDING NOTES 12 22"x34" SCALE: 1/2" = 1'-0" 1 ;, ANTENNA GROUNDING PLAN 1 , 11"x17" SCALE: 1/4" = 1'-0" 2' 1' 0 2 FISTING SPRINT TELCO / ll m C CABINET TO REMAIN PASTING SPRINT TELCO / R-w� s C CABINET TO REMAIN TELCO $ TELCO ELEC. ,�-,.' ''.. ELEC. 7. rz B�J• r " EXISTING CABLE TRAY W/ EXISTING1 a x �� /� ['`':,. .1 ` EXISTING CABLE TRAY W/ EXISTING r In fLa/ / _ /1 / / / HYBRIFLEX a //IW / HYBRIFLEX /W / / /////f / � /li / /% '...•./ f.. � A 7 IM / / r fMSGB w � k :cal, \ \ \-� = SPRINT \ 1l1- J \ \\ \ BATTERYEXISTING CABINETINT 1�i- J B EXISTING BATTERY CABINET EXISTING SPRINT MASTER EXISTING SPRINT MASTER GROUND BAR t:I INW GROUND BAR , Si EXISTING SPRINT (P) HYBRID CABLE INTERNAL MMBS CABINET GROUND WIRE TO BE TRIMMED TO FIT & ATTACHED TO GROUND BAR EXISTING SPRINT MMBS CABINET 3 22"x34" SCALE:-1'-o" ....... EQUIP. GROUNDING PLAN (FINAL) 14 22"x34" SCALE: 1/4" = 1'-0" EQUIP. GROUNDING PLAN (INTERIM) 11"x17" SCALE: 1/8" = 1'-0" 4' 3' 2' 1' 0" 4' -: Sprint) Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SF95XC333 10400 MKING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV, DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD G D C CITY RECEIVED OF TUKWILA APR 0 2 2014 NOT FOR MIRIV4INcNT§BLED AS CONSTRUCTION SET 117141: REGISTERED ARCHITECT pw DAVI ! , STATE OF WASHINGTON + AN SHEET TITLE: GROUNDING PLAN SHEET NUMBER: G-1 • REVISION: B DHD PROJ. NO. 2014-002 �01 Aih 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. EXIST. CGB 4❑I ANTENNA SECTOR 11 1900 MHz SPRINT ANTENNA HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR NEW GPS ANTENNA 10 AWG (P) 2.5 GHz SPRINT ANTENNA I „ J #1O AWG 1 D CO S EXIST. CGB 41❑ I 1 L DC 1 FIBER (E) '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 r I EXIST. CGB ❑ (E) #2 AWG [ANTENNA SECTOR 31 1900 MHz SPRINT ANTENNA • HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR DC_/ FIBER EXISTING DEI CABINET EXISTING CABINET (E) #2 AWG COAX #6 AWG WITH WEATHERPROOFING 0 m U 0 1. o: 0 0 L L r1 2 AWG B 0 0 0 0 EXISTING LOWER TOWER GROUND BAR 2 AWG NEW MMBS CABINET 7 1 a z 00 0I EMMBS GND BAR #2 AWG HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR EXISTING BBU CABINET ❑ EXISTING #2 AG GROUNDS TO EXISTING GROUND RING EXISTING #2 AG GROUNDS TO EXISTING GROUND RING SPRINT M/W ANTENNA 10 AWG L DC / FIBER (P) 2.5 GHz SPRINT ANTENNA H F LEGEND • EXOTHERMIC CONNECTION ❑ MECHANICAL CONNECTION o COMPRESSION CONNECTION CGB COLLECTOR GROUND BAR MGB EXTERNAL 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. 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"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE GROUNDING RISER DIAGRAM 14 Sprint) Select Site Acquisition, LLC P.O. Boa 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD C D RECEIVED CITY OF TUKWILA APR 0 2 2014 PERMIT CEN LER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET ii47h:„. REGISTERED ARCHITECT IIP •AVI a . STATE OF WASHINGTON ilr.4 + AN SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: G-2 REVISION: B DHD PROJ. NO. 2014-002 • . II 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 15 STRICTLY PROHIBRED. 4. NOTES: 1. DO NOT INSTALL CABLE DIRECT GROUND WIRE 2. WEATHER PROOFING SHALL AS SUPPLIED OR RECOMMENDED CONNECTOR WEATHERPROOFING KIT (N SEE NOTE 2 GROUND DOWN RRU KIT AT A BEND AND ALWAYS TO ANTENNA GROUND BAR. BE ANDREWS. (TYPE & PART NUMBER BY CABLE MANUFACTURER.) TO ANTENNAS TOTAL OF 6 LINES PER SECTOR IF THE SITE HAS BOTH 800 & 1900 WEATHERPROOFING KIT (TYP.) STANDARD GROUND KIT (TYP.) (SEE DET/3 E-5) ANTENNA CABLE TO SHELTER (TYP.) ( /—ANTENNA GROUND 6 AWG BAR, SIMILAR TO 12" TO 24" INSPECTION WINDOW REQUIRED FOR BUTT CONDUCTOR ALL INTERIOR INSULATION UP EXTERNAL TWO -HOLE AGAINST THE ANTENNA CABLE — — WEATHERPROOFING KIT } 2 I/2"0 MAX. TOOTHEAD CONNECTORS CONNECTOR 3/8"0x1 1/4" BARREL 1/4" MIN 1" MIN (SEE NOTE 3) S/S NUT S/S LOCK WASHER _ _S/S FLAT 1��' '•■, CABLE GROUND KIT #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) NOTE 1 & 2) (SEE CONNECTION OF CABLE GROUND KIT TO WASHER M NM HEE --- I ANTENNA CABLE =�=M CLEAR HEAT SHRINK ��MI IMMII TINNED COPPER oKcoc uueCLEAR NOTES: GROUNDINGHEAT BAR SHRINK S/S FLAT WASHER S/S BOLT (1 OF 2) "DO 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH TWO -HOLE LUG. 3. WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING TAPE KIT, COLD SHRINK SHALL NOT BE USED. CONTRACTOR TO K16-057. MOUNT NOT DISCONNECT" TAG ON ALL GROUND BAR INTERCONNECTS AND EQUALIZERS VERIFY THAT THE GROUND BAR NEAR GROUND BAR IS TOP OF MONOPOLE, TOWER WAVEGUIDE GROUNDED TO THE OR RING LADDER. TOWER OR 22"x34" SCALE: NOT TO SCALE NOT USED 11"x17" SCALE: NOT TO SCALE I 1 22"x374"" SSCALE: NOT TO SCALE CALE: NOT TO SCALE COAX TO ANTENNA GROUND I 2 11"x37" SCALE: NOT TO SCALE 22"x4" SCALE: NOT TO SCALE CABLE GROUNDING I 3 11"x37" SCALE: NOT TO SCALE 22"x4" SCALE: NOT TO SCALE TWO HOLE LUG I 4 111 ( �• TYPE SS TYPE TA TYPE �` GT • �`. TYPE GR RRU GROUNDS STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION. SIZE AS SPECIFIED GROUND BAR ON ANTENNA TOWER ' I — #2 TINNED MOUNTING NVIL "PROVIDE NO-OX GREASE AT CONTACT GROUND FROM ANTENNA/RRU SURFACE BETWEEN LUG AND GROUND PIPE `CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. HYBRID CABLE GROUND LEAD BAR O O 11° 0 O 0 O O O 0 0 0 0 0 0 0 00 0 0 0 0 O O O O OO 0 O O 0 D EXISTING 4"x12"x1/4" THK., t TINNED GROUND BAR & CONNECTIONS 1 a «- -• - �� !� 3 "�.Ary TYPE VB ��( / v `;i TYPE HS TYPE HA 101. TYPE VS \ \`� �/ ` TYPE GL LUG TYPE PG TWO -HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16 x 1 1/4"STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE. ,w i ;.+a, ., CC. 4; ,1m� 22"x34" SCALE: NOT TO SCALE TYPICAL EXOTHERMIC WELD CONNECTIONS 16 11"x17" SCALE: NOT TO SCALE 22"x34" 7" SCALE: NOT TO SALE SECTOR GROUND BAR CONNECTIONS 18 L8 HOUSING FOR ELECTRIC CONDUIT #6 AWG GREEN STRANDED CU GROUNDING CONDUCTOR FROM RRU UNIT TO #2 AWG GROUNDING CONDUCTOR STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION. SIZE AS SPECIFIED NOTE: PROVIDE NO-OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR GROUND BAR ON WALL, FLOOR OR ON ANTENNA TOWER _ GROUND LEADS TO EACH i� SECTOR GROUND BAR COAX CABLE GROUND LEADS — — 2" LIQUID TIGHT CONDUIT FOR HYBRID ° S CABINE b to TIGH2" QUID COUPLING #88711 BATTERY CABINET 2" PORT 7ADAPTOR THIN WALL C-TAP W/PINK DYE INDEX (SEE NOTES) CABLES #8436 2" LIQUID TIGHT ° ^ ` .-. u ° to CONNECTION TO GROUND o 2" RGS CONDUIT / \ /�/� � L 0 00000 00000 0 O 0 O 0 O 0 O 0 0 0 0 0 0 0 0 0 0 0 0000 0 0 0 0 0 0 0 0 0 0 0 0000 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 BOB EXISTING GROUND BAR & CONNECTIONS COUPLING _ BAR INSIDE #88711 CABINET 1 _ \ �` 2" RGS A/C s, r 2" LIQUID TIGHT COUPLING #88711 #2 AWG STRANDED CU CONDUIT 2" RGS DC 2" LIQUID GROUNDING CONDUCTOR " GROUND BARS OF TOWERS OR SHALL USE EXOTHERMIC CONNECTION. �_J „-- AT BOTTOM MONOPOLES TWO -HOLE LUG, BOLTED TO / .,- GROUND BAR USING 3 8 16 x 1 1/4"STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE. EXOTHERMIC WELD WITH #2 AWG SOLID TINNED BARE CU WIRE OR STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION TO ANTENNA STRUCTURE,BUILDING. RING GROUND OR MGB EQUPMENT �i --_. DETAIL 12 CONDUIT TO NEW MMBS TIGHT #8435 CABINET #2 GREEN S CONTRACTOR TO SURROUND COMPLETED i EXISTING GROUND RING MGB #2 TINNED BCW RING EXOTHERMIC WELD DIAGRAMMATIC LAYOUT ONLY. MAY VARY. CONNECTION W/ WEATHER PROOFING TAPE TO ENSURE WEATHER PROOF CONNECTION. 22"x34" SCALE: NOT TO SCALE CABINETGROUND SCHEMATIC 11'k17" SCALE: NOT TO SCALE l..(1111PIG� SCHEMATIC I 9 11"x17" SCALE: NOT TO SCALE SCALE: NOT TO SCALE C-TAP CONNECTION 110 11"x17"22"xSCALE: NOT TO SCALE SCALE: NOT TO SCALE TOWER MASTER. GROUND BAR. CONNECTIONS' 12 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY U Sprint> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 04-01-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-23-14 CD PRELIM DHD B 04-0114 CD FINAL DHD -f C P i CITY RECEIVED OF TUKWILA APR . 0 2 2014 NOT FOR C NSTRUCTION UNLESS tPLED AS CONSTRUCTION SET 117.7hL REGISTERED ARCHITECT PP IAVI r . STATE OF WASHINGTON lijr 4 + AN - SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: G-3 Mir 1 REVISION: B DHD PROJ. NO. 2014-002