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Home My WebLink AboutPermit D12-307 - SPRINT - TELECOMMUNICATIONS FACILITYSPRINT 10825 EAST MARGINAL WY S EXPIRED 04 -02 -13 D12-307 City akukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 0323049198 Address: 10825 EAST MARGINAL WY S TUKW Suite No: 1Project Name: SPRINT Permit Number: D12-307 Issue Date: 10/04/2012 Permit Expires On: 04/02/2013 1Dwner: Name: PABO2 LLC Address: PO BOX 606 , VANCOUVER WA 98666 Contact Person: Name: SUSAN BAER Address: 3301 BURKE AV S , SEATTLE WA 98103 Contractor: Name: WREN CONSTRUCTION INC Address: 1410 80 ST SW #A , EVERETT WA 98203 Contractor License No: WRENCCI902JK Lender: Name: Address: Phone: 206 - 213 -9932 Phone: 425 252 -1282 Expiration Date: 04/12/2014 ]DESCRIPTION OF WORK: SPRINT PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY. REMOVE (6) EXISTING ]PANEL ANTENNAS (2 PER SECTOR), INSTALL (3) NEW PANEL ANTENNAS (1 PER SECTOR). REMOVE (1) BATTERY CABINET, (1) RECTIFIER CABINET, (1) MODCELL CABINET. INSTALL (1) NEW MMS CABINET, (1) NEW BBU CABINET, (1) NEW FIBER JUNCTION BOX. REMOVE ALL EXISTING SPRINT ANTENNA COAX CABLES. INSTALL (3) NEW BBHYBRFLEX FIBER OPTIC CABLES USING EXISTING COAX ROUTE (1 PER SECTOR). INSTALL (6) NEW RRU'S. Value of Construction: $20,000.00 Fees Collected: $779.67 'Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0026 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** ,doc: IBC -7/10 D12 -307 Printed: 10 -04 -2012 • Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie N N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Public: Non - Profit: N Public: Date: 110 ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not pr construction or the performance of work. to this permit. Signature: Print Name: e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit and agree to the conditions attached /4/ge, I2 Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. doc: IBC -7/10 D12 -307 Printed: 10 -04 -2012 ;f: All electrical work shall be inspected anc roved under a separate permit issued by tl ty of Tukwila Building Department (206- 431 - 3670). 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. doc: IBC -7/10 D12 -307 Printed: 10 -04 -2012 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. b W.7 Project No. Date Application Accepted: Date Application Expires: )-0— t3 (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: 10825 E MARGINAL WAY S Tenant Name: Sprint King Co Assessor's Tax No.: 032304 -9198 rooftop ❑ Yes ..No Suite Number: New Tenant: PROPERTY OWNER Company Name: T calciv �/ Name: Susan Baer Name: PAB02, LLC Address: 3301 Burke Ave S ' ,( xp Date: Li III �✓ Contr Reg NV>O I9t,0j _E \ Address: PO Box 61889 103 Phone: (206) 213 -9933 Fax: (206) 213 -9932 City: Vancouver State: WA Zip: 98666 CONTACT PERSON — person receiving all project communication Company Name: T calciv �/ Name: Susan Baer City: State: Zip: Address: 3301 Burke Ave S ' ,( xp Date: Li III �✓ Contr Reg NV>O I9t,0j _E \ City: Seattle State: WA Zip: 98 103 Phone: (206) 213 -9933 Fax: (206) 213 -9932 Zip: Email: sbaer @vinculums.com State: GENERAL CONTRACTOR INFORMATION Company Name: T calciv �/ Address: City: State: Zip: Phone: Fax: ' ,( xp Date: Li III �✓ Contr Reg NV>O I9t,0j _E \ .J Tukwila Business License No.: n'�/ f OI c4 H:Wpplications \Forms-Applications On Line \2011 Applications \Permit Application Revised - 0- 9- 11.docx Revised: August 2011 bh Floor: ARCHITECT OF RECORD Name: Company Name: TRK Engineerng LTD City: State: Zip: Architect Name: Randy Marks Address: 17688 66th Ave Address: City: Surrey BC V3S7X1 State: CAN Zip: Phone: (604) 574 -6432 Fax: State: Email: rmarks @trkeng.com Phone: ENGINEER OF RECORD Name: Company Name: same as above City: State: Zip: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206 = 431 -3670 Valuation of Project (contractor's bid price): $ 20,000 Describe the scope of work (please provide detailed information): Sprint proposes to modify an existing unmanned telecommunications facility. Remove (6) existing panel antennas (2 per sector). Install (3) new panel antennas (1 Per sector). Remove (1) battery cabinet, (1) rectifier cabinet, (1) modcell cabinet. Install (1) new MMS cabinet, (1) new BBU cabinet, (1) new fiber junction box. Remove all existig Sprint antenna coaxial cables. Install (3) new bhybrflex fiber optic cables using existing coax route (1 per sector). Install 6 new RRU's. Existing Building Valuation: $ Will there be new rack storage? ❑ Yes E.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications \Forms - Applications On Line \201 1 Applications \Permit Application Revised - 0 -9 -1 Ldocx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 2m' Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications \Forms - Applications On Line \201 1 Applications \Permit Application Revised - 0 -9 -1 Ldocx Revised: August 2011 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 0 R OR AUK H I ZED AGEN Signature: Date: 09/20/2012 Print Name: Susan Baer/V. culums Day Telephone: (206) 213 -9933 Mailing Address: 3301 Burke Ave N, Suite 100 H:\Applications \Forms - Applications On Line\201 1 Applications \Permit Application Revised - 8- 9.11.docx Revised: August 2011 hh Seattle WA 98103 City State Zip Page 4 of 4 11 40 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 0323049198 Permit Number: D12-307 Address: 10825 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 09/20/2012 Applicant: SPRINT Issue Date: Receipt No.: R12 -02661 Initials: WER User ID: 1655 Payment Amount: $779.67 Payment Date: 09/20/2012 01:16 PM Balance: $0.00 Payee: GENERAL DYNAMICS INFOMATION TECHNOLOGY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 0945 779.67 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $779.67 469.80 305.37 4.50 doc: Receiot -06 Printed: 09 -20 -2012 MSA Architecture & Planning 3194-C1 Airport Loop Drive,Costa Mesa CA 92626 949.251 1 177 las 949 251 1 120 inni.mrsa -rrp.c ni Pk!! ce) STRUCTURAL CALCULATIONS Project: SE03XC409 SR599 Location: 10825 E. Marginal Way S. Tukwila, WA98168 Client: Vinculums Date: September 14, 2012 Rev: 0 Applicable Codes: 2009 IBC, Standards & Amendments -WAC 51 -50 ASCE7 -05 Minimum Design Loads for Buildings & other structures TIA -222 -G F CODE REVIE>y�Ep R COMPLIA NCE APPROVED OCT 032012 BUILDING City DIVISION Scope of Calculations: Analyze proposed 1900 MHz replacement antennas, (1) per sector, (3) sectors, to be mounted on (E) pipe mount: ensure structural adequacy of mounting & anchorage. Analyze (3) (N) RRUs, (1) per sector (3) sectors, mounted behind (E) mounting pipes. Also it is proposed to remove, (1) Rectifier cabinet, (1) CDMA cabinet. It is also proposed to install, (1) (N) MMBS -BBU cabinet & (1) (N) MMBS- battery Cabinet. Results: The proposed antennas mounting & anchorage have been analyzed at the existing pipe mount & are sufficient. The proposed equipment does not add substantial seismic or gravity load to the supporting substructure & therefore will not require re- analysis of these components. All engineering services are performed on the basis that the Information used is current & correct. The information may consist of, but not limited to information supplied by the client regarding the structure itself. It is the responsibility of the client to ensure that the information provide to MSA is correct & complete.MSA assumes that all structures were constructed in accordance with the drawings & specifications & are in good condition & have not deteriorated,& that their capacity has not significantly changed from the "as new" condition. All services are performed, results obtained & recommendations made in accordance with generally accepted engineering principles & practices. D 307 RECEIVED CITY OF TUKWILA SEP ^ 0 2012 PERiviUT CENT tic T MSA Architecture ct, Planning 31514 -Ir! Airpurl I.+xtp Wisc.( ()Sla 1Its.:1 C 1 92626 k+' 2'I.117' Iin .J.JU?'1 112,1 •.inumSa•..J�.��n, Project : SPRINT SE03XC409 Page: 1 Proposed Antenna: SPRINT 1900 MHz Antenna Specifications h= w= d= Aa = Weight = in in in ft2 Ibs h w < > ■ t d GP8*7TENNA (2) NEW OUTBOARD ANTENNAS YOUNTEp TO METAL ANGLES o s' -9 MIN. SEPARATION 6 -X60 RAIL WE • (2) FUTURE INBOARD ANTENNAS GUYED M AST BY OTHERS CABLE TRAY CHAIN LINK FENCE BTS EQUIPMENT STEEL FRAME PLATFORM EXISTING WEST ELEVATION I } MSA Architecture & Planning 3191 -UP Airp in Loop I)rke.( osiu t 1 92626 049 251 1177 Ian 'd7i1 �` 1 I I?si ,i n �� ;q•a7 -; +., rnr Project : SPRINT SE03XC409 Page: 2 !, Design Maps Summary Report User - Specified Input Building Code Reference Document ASCE 7 -10 Standard (w hich makes use of 2008 USGS hazard data) Site Coordinates 47.50019 °N, 122.29456 °W Site Soil Classification Site Class 0 - "Stiff Soil" Risk Category I /II/III District East Boeing Field -King County International Airport I Gatewood • SW 7histt: 51 ,� •, _ White Center Z yX�, Riverton-6o ~ d . Park `. V shon USGS- Provided Output 5, = 1.521 g S. = 0.571 g Burien SeeTac Normandy 599 'Newport Cougar Newport Mountain 111115 Rent Tukwila • + i Seattle- Tacoma 4- International Aiwor. SR, = 1.521 g 5,,, = 0.857 g Cougar Mountah 4. 2 Fr Re, o0 isaea�S z S,a = 1.014 g S 0.571 g For information on how the SS and S1 values above have been calculated from probabilistic (risk- targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.76 1.60 1.44 1.29 1.12 0.96 U1 0.00 0.64 0.40 0.32 0.16 0.00 MCER Response Spectrum 0.00 0.20 0.40 0.60 0 90 1.00 1 20 1 40 Period. T (sec) 1 GO 1 00 2 00 1.10 0.99 0.90 0.77 01 0.66 y 0.55 0.44 0.33 0.22 0.11 0.00 0 00 For PGR., T., C.:, and C., values, please view the detailed report. Design Response Spectrum 0 20 0.40 0 -60 0.00 1.00 1.20 1.40 1.60 1.00 2.00 Period. T (sec) HI}LISA Architecture Planning 31194 -t-1 Airpnrl L+rcrp llri +e.( os9:➢ t i 926?6 +4Q 2 I 117" 112%. •i r 1. +n, ; •., .•+u Project : SPRINT SE03XC409 Page: 3 Seismic Design F = (KH) MAX { 0.3 SDS IP W, MIN [0.4 ap SDS Ip (1 +2zJh) /Rp W, 1.6 SDS IP W] } = 1. 3 MAX {0.306W, MIN [0.4896W,1.632W]} where 0.64 0.45 MUM SDS = Ip = ap = Rp = KH = WD, (SD) WD, (ASD) Ibs (SEE SHT 5 FOR WD) (ASCE 7 -05 Sec. 11.4.4) (ASCE 7 -05 Sec. 13.1.3) (ASCE 7 -05 Tab. 13.6 -1) (ASCE 7 -05 Tab. 13.6 -1) (ASCE 7 -05 Sec. 13.4.2a) I MSA Architecture Planning 3191-('1 Airport Loop i)o'i +e,('o+la ■le4.3 ( 1 92620 'r.:`+ [ I 1 1'" tati .i Ju ?; 1 1 1 2.. •■ r c rn�r;- �;F•� :•n, Wind Design Design Code: Internationale Building Code, 2009 Edition, Chapter 16 ASCE 7 -5 Exposure "C" Basic Wind speed = 85.0 mph Height of structure = 58 ft VELOCITY PRESSURE ASCE (6 -15) WIND LOAD where qz = 0.00256 Kz Kzt Kd I V2 `1z (MIN.) = psf 16.0 psf P= gZGCf F= PCrAa KZ =2.01 (Z / Z9 )21°` _ Kn = Kd = V= I= Cr = G= Cf = psf Ibs ill Govems Roof Top Factor (Sec. 6.5.15) MSA .Architecture Planning 314.11-i'1 .\irp ir1 I.i ap Ori.r.Uo,1m 11o.:1 C \ 92626 4'1'r i :1 11' lit\ ".7u 11-2u •1 r is 1q'.i r•r�•. •�r.• Project : SPRINT SE03XC409 Page: 5 Gravity Specifications Depth = Weight = d= Mounting Brackets Weight = Mounting pipes Weight = H= Diameter = Total Gravity Load WD= Anchorage of Appurtenances SPRINT 1900 MHz Antenna 15T0;y F = 235.4 Ibs WD = 65.3 Ibs d = 3.5 ft in (including mounting brackets) Ibs in (mounting hole distance) Ibs Ibs in in Ibs Analyze Tension T = F/2 + (WD x Ecc / d) = 146 Ibs Analyze Shear V =WD /2= 33 Ibs F WD T d C Analyze Pipe Mast Anchorage Use (2) 1/2" A307 U -Bolts to secure each mounting bracket to existing or new pipe mast T allowable = Ft -rr d2 /4 = 20.0 it 0.52/ 4 = 3.93 k = 3930 Ibs > 146 Ibs (small) OK V allowable = Fv Tr d2 /4 = 10.0 7r 0.52/ 4 = 1.963 k = 1960 Ibs > 33 Ibs (small) OK Results The antenna mounting and anchorage has been analyzed and is sufficient for the proposed appurtenances. The replacement antennas are of equivalent dimension and weight of the original appurtenances and therefore do not induce additional lateral or gravity Toads on the remaining tower support structure. The remainder of support structure will pass, by inspection. MSA Architecture & Planning 3194-(i Airport 1.1)up )rk.( osta,1,10.3 92(,2n 4.4 ' • I 1 1 7 fits. J17l 1 1 2. • 1. Project : SPRINT SE03XC409 Page: 6 Proposed RRH's RRH Specifications le-1 3/4" h= d= Aa = "Iffri At, 1,,'fri Fwind = P Cr Aa Gravity Specifications Weight = d= Mounting Brackets Weight = Gravity Load W0= in in in ft2 h Ibs El Governs w ANTENNA PORTS ANT 0 ANTI ANT 2 ANT 3 ROUND POWER PORT —48 VOLTS RET SORT d DIMENSIONS 0S55Chc605x228mra (13.8%23.8-x9) WEIGHT: 65LB5 MOUNTING TABS, TY,". Ibs in (mounting hole distance) Ibs Ibs VISA Architecture Planning 3874 -i'1 Airport Loup Drive,( +)s1a \re'a t S 92626 4'1" I I 1:- fay ?^ l 112%, r i. 1n, •.,r -r; •. .•n: Project : SPRINT SE03XC409 Page: 7 Anchorage of Appurtenances RRH F = 32.7 Ibs WD = 75.0 Ibs d = 1.33 ft F WD� Analyze Tension T = F/2 + (WD x Ecc / d) = 16 Ibs Analyze Shear V =WD /2= 38 Ibs V T d c Analyze RRH Anchorage Use (2) 1/2" A307 U -Bolts to secure each mounting bracket to existing or new pipe mast T allowable = Ft it d2 /4 = 20.0 it 0.52 / 4 = 3.93 k = 3930 Ibs > 16 Ibs (small) OK V allowable = Fv it d2 /4 = 10.0 Tr 0.52/ 4 = 1.963 k = 1960 Ibs > 38 Ibs (small) OK Results The RRH mounting and anchorage has been analyzed and is sufficient for the proposed appurtenances. The remainder of support structure will pass, by inspection. I MSA Architecture & Planning 31•.4-(1 Airp orl Limy I)rke,I l »j:t ♦Ie.a I % 7262A zI 117' la .Nu 7 -i 117.. •1 n r, a• +;- ;�•.rr:r. Project : SPRINT SE03XC409 Page: 8 TYPICAL ANTENNA MOUNT DETAIL TOP VIEW NEW SAMSUNG MOUNTING BRACKET AND HARDWARE ANTENNA MOUNTING 6 PIPE s og 30 (N) 1/2'0 A-307 BOLT TTP. PER RRU TECHNOLOGY REQUIREMENTS NEW SAMSUNG MOUNTING BRACKET AND HARDWARE ANTENNA MOUNTING ANIMA MOUNTING PIPE PIPE LEFT SIDE VEW TYPICAL RRU MOUNT DETAIL FRONT VIEW MSA Architecture & Planning 38'144 Airport I. +7up Driat.( »1:h %I0.:3 ( 1 92626 w.:v : ;1 1 r- tar a lu ?,1 1 12. r is laat r•,rJ•., •:u Project : SPRINT SE03XC409 Page: 9 CABINET ANCHORAGE Design C International Building Code, 2009 Edition Designing For Total Lateral Force W = 2500 # Fp= ).4apSpsll(1.0 +2 Z ) W, SITE CLASS "D" Rp h OCCUPANCY CATEGORY "II" SEISMIC DESIGN CATEGOR "D" Fp = 0.4 x 1.0 x 1.02 xl .0 (1 + 0) Wp 3.0 Fp = 0.14 Wp Fp min. = 0.3 Sps Ip Wp 0.3 x 1.02 x 1.0 Wp 0.31 Wp Governs Sos = 1.02 ap= 1.o Jr p 1.0 Rp 3.0 Use Fp= 0.7 x 1.3 x 0.31 Wp WS 696 Use Fp = 0.28 wp 3' V =0.28 x Wp V = 696 # Vone bolt = 696 4 USE Vone bolt = 2500# T -1044 1044 1250 1250 NO UPLIFT # 2' 174 # (4)1/2 "0 HILTI KWIK BOLTS W/ MIN. 4" EMB. 1 Vallow = 1250 # HI1MSA Architecture & Planning, 3101-(i Airpurl Loop 1)1114.( 0",1:1 ‘Icca ( 1 92626 +4 2;1 1 1 ; . la,. +a.1u ?c I 112s. •■ 1...:r... ;u Project : SPRINT SE03XC409 Page: 10 BBU Specifications IBS i FRONT VIEW 'FrnnN a 3'-5" 2._5" SI 'IE VIFW 2' -3- BBU EQUIPMENT WEIGHT & DIMENSIONS BBL.. CABINET Ia00x700x1018(820)mrr./10.81n . 79.Sin r 40.1(l7.Opn BBL' CABINET 1613-49 (370Ibe) W/C BATTERY 1•36kg A1TH BATTERY j+nTTOM VIEW SECTION A , TOP 'NMI LIFTING LUCS Call Before you Dig 1- 800 - 424 -5555 Northwest Utility Notification Center www.wnh6lgton611.com THIS IS AN EXISTING SPRINT WIRELESS TELECOMMUNICATION FACILITY NETWORK VISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. )TE: Revisions witrequire a new plan submittal and may include a ti al plan review fees Sprint WASHINGTON STATE 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 PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. • 2009 IBC. STANDARDS AND AMENDMENTS -WAC 51 -50; • 2009 INC. STANDARDS AND AMENDMENTS -WAC 51 -52; • 2009 IFC. STANDARDS AND AMENDMENTS -WAC 51 -54, • 2009 IPC. STANDARDS AND AMENDMENTS -WAC 51 -56: 51 -57 ACCESSIBILITY REQUIREMENTS: FACILrTY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2009 IBC BUILDING CODE. CODE BLOCK SPRINT PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY • REMOVE (6 EXISTING PANEL ANTENNAS (2 PER SECTOR) • INSTALL (3 NEW PANEL ANTENNAS (1 PER SECTOR) • REMOVE (1 POWER AND BATTERY CABINET • REMOVE 1 MODCELL CABINET • REMOVE 1 RECTIFIER CABINET • INSTALL (1 NEW MMBS CABINET • INSTALL 1 NEW B9U CABINET • INSTALL 1 NEW FIBER JUNCTION BOX • REMOVE ALL EXISTING SPRINT ANTENNA COAXIAL CABLES • INSTALL (3) NEW HYBRIFLEX FIBER OPTIC CABLES USING EXISTING COAX ROUTE (1 PER SECTOR) • INSTALL (3) NEW RRU'S PROJECT DESCRIPTION ■ APPROVAL 1 DESCRIPTION SIGNATURE TITLE SHEET DATE GENERAL NOTES N -2 GENERAL NOTES SITE ACQUISITION MANAGER OVERALL SITE PLAN A -2 ENLARGED SITE PLAN CONSTRUCTION MANAGER ENLARGED EQUIPMENT PLANS - ANTENNA PLANS AND SCHEDULES A -5 NEW SOUTH & EAST ELEVATIONS A -6 EQUIPMENT DETALS A&E MANAGER -. A -8 EQUIPMENT DETAILS A -9 PLANNING CONSULTANT RF -1 ANTENNA AND CABLE COLOR CODING DETAILS - .. .Ili ONE -UNE DIAGRAM & POWER PANEL SCHEDULE RF MANAGER - E -3 . � RF ENGINEER E -5 OCT 0 3 201111/ ., PROPERTY OWNER -. MIts rMI GROUNDING DETAILS SPRINT REPRESENTATIVE R ' . ■ - Y NCI 1 I!♦11 � MV MANAGER -e SIGNATURE _ BL• NETWORK VISION MMBS LALIW.r %$ N®. 1727Vi1 ()Plan review approval is subject to errors and on `-J 1 ..� -' -" L ' :.70Val of construction documents does not aU SE03XC409 1:4 o!aelon of any adopted code or ordinance. 01 G.pproved Pie 10825 E MARGINAL WAY SEATTLE, WA. 98168 By KING COUNTY Date: y and conditions is ackno (0/4‘72,/ LATITUDE: 47.50582 / 47° 30' 20.95' (NAD 83) (GPS READING) LONGITUDE: —122.291124 / —122° 17' 28.05" (NAD 83) (GFel R T ROOFTOP/MONOPOLE BUILDING DIVISION 3t >�rle m a , SITE Houton Fo•d 'rock Center 8011 CALL )I 5 TerryaL, Smite JapCr B'go • AREA MAP • 1 VICINITY MAP • FROM SPRINT OFFICE IN: BELLEVUE, WASHINGTON TO SITE • HEAD SOUTH ON 124TH AVE NE TOWARD NE 10TH PL 135 FT • TAKE THE 1ST RIGHT ONTO NE 10Th PL 459 Fr • CONTINUE ONTO BELLEVUE REDMOND RD /BEL RED RD 0.3 MI • CONTINUE ONTO NE BTH ST 0.4 MI • SUGHT RIGHT ONTO THE 1 -405 S RAMP 0.2 111 • KEEP LEFT AT THE FORK AND MERGE ONTO 1 -405 5 13.3 MI • TAKE THE EXIT ONTO 1 -5 N TOWARD SEATTLE 1.4 MI • SUGHT RIGHT ONTO WA -599 N (SIGNS FOR TUKWILA/W MARGINAL WAY) 1.8 MI • TAKE THE TUKWILA INTERNATIONAL BLVD N EXIT 0.3 MI • MERGE ONTO TUKWILA INTERNATIONAL BLVD 0.5 MI • TURN RIGHT TOWARD E MARGINAL WAY S 105 FT • SUGHT RIGHT ONTO E MARGINAL WAY S 292 FT • DESTINATION WILL BE ON THE RIGHT DRIVING DIRECTIONS • SEATTLE MARKET • SHEET 1 DESCRIPTION T -1 TITLE SHEET N -1 GENERAL NOTES N -2 GENERAL NOTES A-1 OVERALL SITE PLAN A -2 ENLARGED SITE PLAN A -3 ENLARGED EQUIPMENT PLANS A -4 ANTENNA PLANS AND SCHEDULES A -5 NEW SOUTH & EAST ELEVATIONS A -6 EQUIPMENT DETALS A-7 EQUIPMENT DETAILS (OUTDOOR SPECIFICATIONS) A -8 EQUIPMENT DETAILS A -9 EQUIPMENT DETAILS RF -1 ANTENNA AND CABLE COLOR CODING DETAILS E -1 ONE -UNE DIAGRAM & POWER PANEL SCHEDULE E -2 DC POWER ONE -UNE DIAGRAM E -3 ELECTRICAL DETAILS (OUTDOOR SPECIFICATIONS) E -4 CONDUIT ROUTING E -5 GROUNDING PLAN E -6 GROUNDING DETAILS E -7 GROUNDING DETAILS SHEET INDEX APPLICANT. SPRINT SPECTRUM LLC 6200 OVERLAND PARKWAY KANSAS CRY. M0 66251 CONTACT: TODD WALTON PHONE: (206) 334 -4116 PROPERTY INFORMATION• PROPERTY OWNER: PAUL NICEWONGER ADDRESS: 901 W EVERGREEN VANCOUVER, WA 98 CONTACT: PAUL NICEWONGER PH: (360) 696 -3312 TOWER OWNER: UNKNOWN SITE ID: UNKNOWN ZONING CLASSIFICATION: - CONSTRUCTION TYPE: UNKNOWN OCCUPANCY: JURISDICTION: CURRENT USE: NEW USE: SEPARATE PERMIT REQUIRED FOR: McClhanical Electrical w Plumbing ! Gas Piping City of Tukwila BUILDING DIVISION U KING COUNTY UNMANNED WIRELESS TELECOMMUNICATIONS FACIUTY UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY PARCEL NUMBER(S); 032304 -9198 LEASE_ AREA: UNKNOWN 7 PROJECT SUMMARY • ARCHITECT & STRUCTURAL ENGINEER. TRK ENGINEERING LTD. j2O1 - 17688 66TH AVE SURREY. BC V3S 7X1, CANADA CONTACT: RANDY MARKS PH: (604) 574 -6432 EMAIL rmorksOtrkeng.com ELECTRICAL ENGINEER: UNKNOWN UNKNOWN UNKNOWN CONTACT: PH: EMAIL UNKNOWN UNKNOWN UNKNOWN SITE ACQ. PROJECT MANAGER: GO WIRELESS SERVICES 1000 124TH AVE NE, SUITE 200 BELLEVUE. WA 98005 CONTACT: DAVID SIMARD PHONE (425) 201 -3747 EMAIL dovid.simordOgdit. •L 1,L L1 9'i GD WIRELESS SERVICES 1000 124TH AVENUE NE. SUI BELLEVUE. WA 98005 CONTACT: ED MARQUEZ PHONE (415) 736 -4991 EMAIL• edrord.morguez 1 BUILDING DEPARTMENT. UNKNOWN UNKNOWN UNKNOWN CONTACT PH: EMAIL• UNKNOWN UNKNOWN UNKNOWN ELECTRICAL COMPANY: P5E PHONE: (888)225 -5773 TELCO COMPANY: OWEST PHONE: (206)346 -9803 AAV MANAGER: CONTACT. STEVE LEUPOLD PHONE', (425) 623 -5782 EMAIL: UNKNOWN RF MANAGER: STA NETWORK SERVICES 1000 12411 AVE NE. SUITE 2 BELLEVUE. WA 98005 CONTACT: MIKE LEE PHONE: (425) 201 -3751 EMAIL: mike2.leeOsta.somsung. corn buL3o7 PROJECT TEAM THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED, Sprint S/1 II /ISU III G Ions. orialt NERAL DYNAMICS ,14' ELESS SERVICES iged: ENGINEERING PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH SR 599 SE03XC409 10825 E MARGINAL WAY SOUTH SEATTLE, WA KING COUNTY ISSUE DATE 7-31-12 ISSUED FOR ZONING /PERMITTING REVISIONS REV. DUE DESCRIPTION IM,ULS A 07/31 /12 90% CD'S L.W. 0 09/07/12 100% CC'S ..__ NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICE \SURE RECEIVED CITY OF TUKWILA SEP 2 0 2012 PERMIT CENTER SHEET TFRF: TITLE SHEET SHEET NUMBER: T -1 REVISION: ° 1253 -G40 GENERAL CONSTRUCTION NOTES: 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE. THE LATEST EDITION AND ALL OTHER APPLICABLE CODES AND ORDINANCES. 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND SPRINT INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATEST REVISION). THE SPECIFICATION IS THE RUUNG 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 ArtLIlnb Inc rnurufu AURA IV'.0 ]!VILE Mnnc rAVVIWUN3 nJ IV Inc .1 incmcw. CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPUSHED 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. THESE DRAWINGS SHOW THE COMPLETED PROJECT ONLY AND 00 NOT INCLUDE COMPONENTS THAT MAY BE NECESSARY FOR CONSTRUCTION SAFETY. 5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. AU. DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDEUNES ONLY AND MUST BE VERIFIED. 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY TRK ENGINEERING LTD. 7. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS, ELECTRICAL UNES, AND ANTENNA CABLES. 8. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAY, ETC. IS INDICATED AS PROPOSED LOCATIONS ONLY. CONFIRM THE EXACT ROUTING WITH THE ON -SITE CONSTRUCTION MANAGER PRIOR TO THE START OF WORK 9. THE GENERAL CONTRACTOR SHALL ENSURE THE STABILITY OF THE STRUCTURAL COMPONENTS AND THE STRUCTURE AS A WHOLE DURING ALL STAGES BY TEMPORARILY SUPPORTING AND BRACING AS NECESSARY UNTIL COMPLETION OF THE PROJECT. 10. THE USE OF THESE DRAWINGS IS STRICTLY UNITED TO THE INSTRUCTION NOTED IN THE REVISION BLOCK OF THESE DRAWINGS AND SHALL BE USED FOR CONSTRUCTION ONLY WHEN THE DRAWING HAS BEEN ISSUED FOR CONSTRUCTION'. 11. 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. 12. 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. 13. 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. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE UKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALJ. CONFORM TO ALL OSHA REQUIREMENTS. 15. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS & GROUNDS AND SCHEDULE HIS ACTMTIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. 16. 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. 17. INSTALL ALL EOUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 18. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 19. WHEN 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. 20. ALL DAMAGE OR OPENING UP OF THE EXISTING STRUCTURE MUST BE MADE GOOD TO THE PRE - CONSTRUCTION CONDITION OR BETTER. 21. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L USTED AND FIRE CODE APPROVED MATERIALS. 22. KEEP CONTRACT AREA CLEAN. HAZARD FREE. AND DISPOSE OF ALL DIRT, DEBRS, 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. 23. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS RECOMMENDATIONS. 24. 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. 25. 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 EROSTION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY AUTHORITIES. 26. CONTRACTOR SHALL SECURE AU. NECESSARY PERMITS AND /OR WIRING CERTIFICATES REQUIRED FOR THE ELECTRICAL SERVICE UPGRADE. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION AND SCHEDUUNC WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION AUTHORITIES. 27. OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REQUIRED FOR COMPLETION OF WORK AND ACCEPTANCE. PROVIDE CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYING THAT THE WORK CONFORMS TO THE REQUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION. 28. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS 5 ALLOWED, WITHOUT WRITTEN APPROVAL FROM TRK ENGINEERING LTD. FAILURE TO OBSERVE THIS RULE MAY RESULT IN CONTRACTOR CORRECTING THE INSTALLATION AT THEIR EXPENSE. 29. ALL ITEMS NOT USTED AS 'COSTING' OR PROVDED BY OTHERS' ARE TO BE SLIPPUEO AND INSTALLED BY THE CONTRACTOR SITE WORK NOTES: 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY UNES OR LEASE ONES, 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 UTIUIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN AS V TO THE SUFFICIENCY 'OR� ACCURACY OF ,THE�INFORMATION SHOWN NVOON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACIUTIES PRIOR TO STMT 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 GRACING LIMITS. 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY WD 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 UFTS. THE UFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH 1145 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 AFTER CONSTRUCTION SUCH THAT 410 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. AU. TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFUCT 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 COMPAY, AND ANY OTHER UTILITY COMPANIES RAVING JURISDICTION OVER THIS LOCATION. ANTENNA Sc COAX NOTES: 1. VERIFY EACH COAXIAL HYBRID CABLE LENGTH, DIAMETER, ROUTING, COLOR CODING AND ALL APPURTENANCES WITH SAMSUNG. 2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER HAS BEEN ESTIMATED 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 SAMSUNG. 3. ALL MAIN CABLES SHALL UTIUZE GROUND KTT5, 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, 0. AT MASTER GROUND BAR 3' -0' FROM 1AMES -066 CABINET 4. ALL TOP JUMPERS 511ALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR. 5. ALL MAIN CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF -1 AND IN ACCORDANCE SPECIFICATIONS. 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A -4, RF -1 AND AS FOLLOWS: A. B. C. 0. E. MAIN LINE COLOR BANDS SHALL BE 2' WIDE. MAINTAJN 1" SPACING BETWEEN COLORS. FREQUENCY COLOR BANDS SHALL BE 2 WIDE WITH NO SPACE BETWEEN COLORS. JUMPER COLOR BANDS SHALL BE 1' WIDE WITH 1' SPACE. START COLOR BANDS 2 BEYOND WEATHERPROOFING. START SELECTOR COLOR NEXT TO END CONNECTORS. WITH SPRINT 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 GO. 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 SPECIFED IN THE COAXIAL CABLE ROUTING D 10. PROVIDE AT LEAST 6' OF SLAC PROVIDE FOR FUTURE CONNECT , 1. v Y ; ea • _ IN�piegfI WED FTNf/Ri ENNA CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION NTING ELEVATION TO FOUNDATION. EXCAVATION AND BACKFILL NOTES: I. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, 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 reosl9TY is RE4rucn AT THE 0CQV:NF11 FYrAVAT1TIN DEPTH. THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO RS 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 STABIUZE 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 UFT 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 ESTABUSH SPECIFIED ELEVATIONS WHERE REOUIRED. 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXOLE FABRIC TYPE: TYPAR -3401 AS MANUFACTURED BY 'CONSTRUCTION MATERIAL 1 -800- 239 -3841' OR AN APPROVED EQUIVALENT, SHOWN ON PLANS. THE GEOTEXTTLE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WIT11IN 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: FOOT 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 EXIST1NG /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 SU8 GRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL SHALL NOT BE USED FOR FILUNG 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 NEGUGENCE 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 ADOmONAL 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 UMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR IS REPSONIBLE FOR TAKING ADEQUATE MEASURES FOR CONTROLUNG EROSION. AD05ONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. 5, THE CONTRACTOR 5 RESPONSIBLE FOR MAINTAINING POSIT0E DRAINAGE ON THE SITE AT ALL TIMES WITH SHIT 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 5EO114E410 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 ACCOMPUSHED AS 50041 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. THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint SI\ Iv' SUIIIG GENERAL DYNAMICS WIRELESS SERVICES ENGINEERING PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH SR 599 SE03XC409 10825 E MARGINAL WAY SOUTH SEATTLE, WA KING COUNTY ISSUE DATE: 7-31 -12 ISSUED IOR ZONING /PERMITTING REVISIONS REV. OA1E DESCRIPTION INITIALS A 07/31/12 90% CD'S L.W. 0 D9/07/12 100% CD'S P.r_S NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE RECEIVED CITY OF TUKWILA SEP 2 0 2012 PERMIT CENTER SHEET TITLE GENERAL NOTES SHEET NUMBER N -1 REVISION: 0 1253 -040 STRUCTURAL STEEL. NOTES: 1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTI,I AS INDICATED BELOW: W- SHAPES: ASTM A992, 50 K51 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 AJSC. 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 WFIH ZINC ENRICHED PAINT. 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. SPUCES 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: 16 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 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 DRILUNG HOLES IN ELEVATED CONCRETE SLABS. 7. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER ICBO & MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. 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 5' (MINIMUM 1,800 PSI AT 28 DAYS). 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRNGTH 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 UNTEL 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 UFTS IN EXCESS OF 4' -0' OF HEIGHT. 9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. 10. CEMENT SWILL 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 UFT 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 SOUD WITH GROUT, EXCEPT AS NOTEED IN 115 DRAWINGS OR SPECIFICATIONS. 16. CELLS SHALL BE IN VERTICAL AUGMENT, DOWELS IN FOOTINGS SHALL BE SET TO AUGN 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. WEATHERPROOFING NOTES: STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES 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 K 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. REOUIRED 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: SUDE 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 AUGN 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: SUDE THE COLD SHRINK TUBE OVER THE CONNECTION TO THE SPECIFIED START DIMENSION MARK. HOLD THE COLD SHRINK TUBE AND COAXIAL CABLE IN ONE HAW() 50 THAT THE EDGE OF COLD SHRINK TUBE IS IN UNE 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 UGHTLY 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 I5 INSTALLED. STEP 7: EXCESS COLD SHRINK TUBE EXTENDING 11V0 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: REQUIRED MATERIAL: BLACK ELECTRICAL TAPE -2 INCH WIDE AND BUTYL RUBBER TAPE 2 TO 3 INCHES WIDE. 2. REOUIRED TOOLS: KNIFE OR SCISSORS. MEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. WRAP CONNECTOR /GROUND KR 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 KR ON EACH SIDE. TWO ROWS SHALL BE APPUED, ONE IN EACH DIRECTION, WITH THE TOP ROW SHINGLED TO PROMOTE WATER RUNOFF. STEP 2: WRAP CONNECTOR /GROUND KR 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 UNE 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 BUM 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. 0. 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 APPUCATION. 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 KR USING HALF OVERLAP (0.75 INCH WIDE) LAYERS. STEP 5: WRAP OVER AND PAST THE CONNECTOR /GROUND KR 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 APPUED 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 6: WRAP OVER SELF - AMALGAMATING TAPE WITH TWO LAYERS OF BUCK 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 1110 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 PACKETS ARE PRESENT. 115 LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. ELECTRICAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY /ALL ELECTRICAL WORK INDICATED. ANY /ALL CONSTRUCTION SHALL BE IN ACCORDANCE W /DRAWINGS AND ANY /ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER. THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WRH ANY /ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO TH5 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 emeoM Wn 1 ,M Mn WAV on M,C rnum•ATAD Ar DroCAOUIMr.. All WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF T115 NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER & TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDED BUT NOT BE UNITED 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 EQUIPMENT. AND CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND AND LOCATIONS WHEN NEEDED. 5. EXISTING SERVICES: CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE OWNER. 6. CONTRACTOR SHALL PAY FOR ANY /ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR 15 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 CONFUCTS 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 I5 NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR I5 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 UCENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSIEM 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 ONE YEAR FROM DATE OF ACCEPTANCE. 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDIRONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OF THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN. 17. ADEOUATE AND REOUIRED LIABIU Y 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 BACKF1LLING AND COMPACTION. REFER TO NOTES AND REQUIREMENTS, EXCAVATION, AND BACKFILUNG. 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 UGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 22. ANY CURING 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 HEAW -DUTY, QUICK -MAKE AND QUICK -BREAK ENCLOSURES. AS REQUIRED BY EXPOSURE TYPE. 25. ALL CONNECTIONS SHALL BE MAD5 WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS °NO -OXIDE A' BY DEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. 26. REACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 - 1990. CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL -6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLD CALV'. 27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 28. CONDUCTORS: CONTRACTOR SHALL USE 98R CONDUCTMTY 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 PULL STRINGS AS INDICATED ON DRAWINGS. 32. ELECTRICAL AN 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 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY 81' NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint SI\1111SU III G GENERAL DYNAMICS WIRELESS SERVICES ENGINEERING PROJECT INFORMATION: NETWORK VISION M,V%BS LAUNCH SK 599 SE03XC409 10825 E MARGINAL WAY SOUTH SEATTLE, WA M LNG COUNTY ISSUE DATE 7 -31 -12 ISSUED FOR ZONINC /PERMI I I INC REVISIONS REV. DATE DESCRIPTION INITIALS A 07/31/12 90% CD'S L.W. 0 09/07/12 100% CD'S RLS _• " 'FOR 1 '111 OT'LIANC :1 7'._ST, D ! }1rtaf + !�I. zaraber:i '7- .' -u- ' • LICENSURE RECEIVED CITY OF TUKWILA SEP 2 0 2012 PERMIT CENTER SHEET TITLE: GENERAL NOTES SHEET NUMBER: N -2 REVISION: 1253 -040 (EXISTING RIVER) \ / EXISTING COMMERCIAL / BUILDING. TYR. \ v1 / EXISTING COMMERCIAL J / AREA /PARKING = / 4 .II o_ yq 1 S 8 W -fi t - -.. I I EXISTING COMMERCIAL J AREA /PARKING EXISTING COMMERCIAL BUILDING, TYP. EXISTING RAILWAY TRACK EXISTING WAREHOUSE, TYP. GENERAL NOTES THIS IS NOT A SITE SURVEY' ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF - WIDTHS HAVE BEEN OBTAJNED FROM A TAX PARCEL MAP AND ARE APPROXIMATE. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION 22 °x34° SCALE: 1° e 80' -0° 11°x17° SCALE: 1" 160' -0° 8 OVERALL SITE PLAN 1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Spri nt SIIII /ISU III G GENERAL DYNAMICS WIRELESS SERVICES ENGINEERING PROJECT INFORMATION: NLTWORK VISION MMBS LAUNCH SR 599 SE03XC409 10825 E MARGINAL WAY SOUTH SEATTLE, WA KING COUNTY ISSUE DATE: 7-31-12 ISSUE °E`ER ZONING /PERMITTING REVISIONS REV. DATE DESCRIPTION NIIIALS A 07/31/12 90% CD'S LN. 0 39/07/12 100% CD'S R•_S NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURL RECEIVED CITY OF TUKWILA SEP 2 0 2012 PERMIT CENTER SHEET TITLE OVERALL SITE ELAN SHEET NUMBER: A -1 REVISION: 1253 -040 EXISTING EQUIPMENT COMPOUND. REFER TO A -3 FOR DETAILS EXISTING CABLE TRAY DUSTING GPS ANTENNA TO BE REMOVED FOR FINAL CONFIGURATION NEW SPRINT CPS APPROXIMATE LOCATION OF EXISTING CABLE ROUTING. FOLLOW SAME PATH AS EXISTING FOR HYBRIFLEX CABLES AND PROVIDE FASTENING HARDWARE TO SUIT EXISTING SPRINT EQUIPMENT, TYP. (EXISTING ROOFTOP EXISTING SPRINT 'I,, MONOPOLE ON TOP OF ROOF EXISTING SPRINT PANEL ANTENNA. REFER TO A -4 FOR DETAILS REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION 22'x34' SCALE 1/8' a 1' -0' 11'x17' SCALE: 1/16' = 1 -0' 8 6 4 2 0 Ili t 8' ENLARGED SITE PLAN THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint S I\ II/I S U III G GENERAL DYNAMICS WIRELESS SERVICES afgENGINEERING PROJECT INFORMATION: NETWORK VISION MMBSLNUNCH SR 599 SE03 XC409 10825 E MARGINAL WAY SOUTH SEATTLE, WA KING COUNTY ISSUE DATE 7-31-12 ISSUED FOR: ZONING /PERMITTING REVISIONS REV. DATE DESCRIPTION NITWS A 07/31/12 90% CD'S LW. 0 39/07/12 100% CD'S @LS NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE RECEIVED CITY OF TUKWILA SEP 2 0 2012 PERMIT CENTER SHEET TITLE ENLARGED SITE PLAN SHEFT NUMBER: A -2 REVISION: ° 1253 -040 20' -0• 15'-0• -_ -___ __ - ...--` -_ __ -_ —_ _ ------ __..___-- _ :EXISTING COMA r-- - ----- _ ----- _.COAX - _ - - - - -- COAX ROUTE I __ _ 'COAX �� COAX_ - - E%ISTING SPRINT _ COMA CABINET 'I 3 �I EXISTING SPRINT EXISTING CABLE TRAY �'• ° RECT CABINET 'I - _� J EXISTING SPRINT I.l -•.I - I - 'I AC PANEL 0 OII 1, I, I I • EXISTING TELCO 1\EXTlNGCONCRflE r - - - _ _ - -- _ - - -- ' r NEW SPRINT HYBRIFLEX CABLES ROUTED WITH EXISTING COMA COAX -- - f_�-- ------_ _ -- - - ___'HYBRIFL.EX EXISTING COMA COAX ROUTE - - ----------- HYBRIFLEX ----- _---_ TO BE REMOVED FOR FINAL — I� ___ - -COAX CONFIGURATION �Tr'- -- __ -_�- T- _ -` I EXISTING SPRINT CDMA NEW SPRINT CABINET TO BE EXISTING CABLE l� ICE BRIDGE 1Fl u 8 I REMOVED FOR FINAL I TRAY N =�' NEW SPRINT III �r 1 CONFIGURATION ' POSTING SPRINT MMBS CABINET _ __ __ ' AC PANEL II , 4 EXISTING TELCO ISTING CONCRETE I - - _ - _ - -- - EXISTING SPRINT RECT '1 ..--- — CABINET TO BE REMOVED FOR FINAL CONFIGURATION I I+ II 1 22•x34 SCALE 1/4• - 1' -0 EXISTING EQUIPMENT PLAN 1 22•x34• SCALE: 1/4• a 1' -0- NEW TEMP. EQUIPMENT PLAN (INTERIM) 2 11•x17' SCALE 1/B• = 1' -0• 4 3 2 1 0 4' 11•x17• SCALE 1 /B• = 1' -0• 4 3 2 1 0 4' NEW SPRINT MYBPoFLEX CABLES NEW SPRINT ICE BRIDGE NEW SPRINT MMBS CABINET ____ - - -'-_ _ 1 - q{YBRIFLEX - ___ __ __.IIYBRIFLIX _____ -_____ , ----------- r---- EXISTING CABLE • , TRAY d�'�' NEW SPRINT EXISTING SPRINT BBU CABINET 1 AC PANEL rEXISTING TELCO I EXISTING CONCRETE IEOUIPMENT PAD __J II NO: 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. Pif71A15 EXISTING ITEMS TO BE REMOVED 07/31/12 COMA CABINET 1 RECT CABINET 1 CDMA ANTENNA (6 TOTAL, 2 PER SECTOR) COAX CABLE (6 TOTAL, 2 PER SECTOR) REVIEWED FOR CODE COMPLIANCE APP OCT 0 3 ROVED 2012 City of Tukwila BUILDING DIVISION Noa1N SCALE 1/4• - 1' -0• � F NEW EQUIPMENT PLAN (FINAL) 3 NOT USED 4 1122•x34• •x17• SCALE 1 /B• t' -0• 4 3 2 1 0' 4' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint sI\ iv' suhic GENERAL DYNAMICS WIRELESS SERVICES ENGINEERING PROJECT INFORMATION: NLI WORK VISION MMBS LAUNCH SK599 SE03XC409 10825 E MARGVNAL WAY SOUTH SEATTLE, WA KING COUNTY ISSUE DATE 7-31-12 ISSUED FOR: ZONING/PERMITTING REVISIONS REV. DATE DESCRIPTION Pif71A15 A 07/31/12 805 CD'S L.N. 0 29/07/12 1005 CD'S RLE NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICLNSURE RECEIVED CITY OF TUKWILA SEP 2 0 2012 PERMIT CENTER SHEET TITLE EQUIPMENT PLAN SHFFT NUMBER A -3 REVISION: C 1253-040 Q it � - �-'I EXISTING COMA ANTENNA �/ L..1 _ Z r d ;;z 1 Z b 0 Iv = I- b EXISTING CDMA `ANTENNA EXISTING VACANT / ANTENNA MOUNT. ,_ TYP. 0 r� EXISTING CDMA /W\ z Q_I a S oIo N- U 13 W Q u) O u a ? U 3 w Q U v 1 ? N Q Ov NEW SPRINT 1900MHz RRU NV ANTENNA MOUNTED ON NEW PIPE F Z EXISTING VACANT 0 ANTENNA MOUNT, EXISTING COMA ANTENNA TO BE REMOVED FOR FINAL CONFIGURATION �l_ /, -- /1 A -6 AI OFO SrCTOD) EXISBINGCOMA ANTENNA TO BE REMOVED FOR FINAL CONFIGURATION I T CDMA ANTENNA �•�W EXISTING CDMA REVISIONS REV. - 3• 3' -0 `ANTENNA ANTENNA TO BE REMOVED FOR FINAL, ,� EXISTING CONFIGURATION !�, MONOPOLE ©NEW SPRINT 1900MHz RRU FINAL CREMOVED POR u \ ©NEW SP RINT 1900MHz RRU 3' 0. -O EXISTING CDMA , • ANTENNA �! \ T \ \�� '\ `- •�� JC1' V :D 1` EXISTING VACANT O 0- ANTENNA MOUNT, P. �`„ ' . s. 'o • ' ■ EXISTING CDMA ANTENNA 1. 1 — O -T - ( �� ' EXISTING MONOPOLES r7F s. • /h ?p. se �7 ?' ,' EXISTING VACANT /'('1�j ANTENNA MOUNT, /Y % TYP. i.1 EXISTING CDMA �� +e.s 1W E NOR1H LLNmLTC NORTH (1 PER SECTOR) NEW SPRINT 1900MHz © ` 1 0 my (1 PER SECTOR) © ANTENNA SPRINT NA 1900MHz NV ANTENNA MOUNTED ON NEW PIPE 1 .0 �O(i S�l �j�'G �J ANTENNA TO BE Q -t lA�' REMOVED FOR FINAL � `�)1 Q� CONFIGURATION �i 1 O‘340.,c, �� .�; ��0 �G�p J�1l EXISTING To 9E 5 H- REMOVED FOR FINAL C CONFIGURATION _ ON NEW PIPE EXISTING VACANT ,O ANTENNA MOUNT. r/ S. SFCj 4� Q '9r/ 0,,p 1� F r 7 ?C.l ,'lyJB, J (�20 Se NORTH '92 /,y�jy 2 /MV 9• ) \ j, ,1 ) 11'x34' SCALE: NOT TO SCALE EXISTING ANTENNA PLAN 11'x17' SCALE NOT TO SCALE 1 22-x34- SCALE: NOT TO SCALE NEW TEMP. ANTENNA PLAN (INTERM) 11'x17 SCALE: NOT TO SCALE 2 ^ \ / ` < w QZ J = ce r a- r 0 ui IAN CO Q Z < a Z a NEW SPRINT 1900MHz 21 b D 010 �' im tlQ1E: 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. SOIL EXISTING ANTENNAS ARE COMA 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. AZIMUTHS ARE TO BE ESTABUSHED CLOCKWISE FROM THE TRUE NORTH HEADING. CONTRACTOR SHALL VERIFY NEW ANTENNA WAD 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. NV ANTENNA MOUNTED vgy ON NEW PIPE Iv �I © NEW SPRINT 1900MHz RRU EXISTING VACANT ANTENNA MOUNT, NEW (1 PER SECTOR) RRU / HYBRID CABLE SCHEDULE TYP. I ∎ ,. SECTOR RRU MODEL RRU FREGUENCY HYBRID CABLE LENGTH HYBRID CABLE DIAMETER JUMPER SIZE ,LIMPER LENGTH RET LENGTH RET CABLE MANUFACTURER RET CABLE MODEL NUMBER 111 + F / , /r ALPHA RRH -P4 (1)1900MHz 160' N/A 1/2' 6' 9.8' COMMSCOPE IRET AISGv2.0 \EXISTING ©NEW SPRINT - MONOPOLE 1900MHz RRU BETA RRH -P4 (1)1900MHz 160' N/A 1/2- 6' 9.8' COMMSCOPE RET AISGv2.0 GANNA RRH -P4 (1)1900MHz 160' N/A 1/2- 6' 9.8' COMMSCOPE IRET AISGv2.0 $00/1900 EQUIPMENT my (1 PER SECTOR) ©NEW SPRINT 1900MHz 9 ' NEW SPRINT `�.,• © 1900MHz RRU ANTENNA SCHEDULE SECTOR ANTENNA FREQUENCY ANTENNA MFR. ANTENNA MODEL ANTENNA OUAN TITY AZIMUTH RAO CENTER ANT. SIZE ELECT TILT IA ECH TILT NV ANTENNA MOUNTED TalY ON NEW PIPE � �'"� "' (1 PER SECTOR) ,`` , A© NEW SPRINT 1900MHz ALPHA 1900 MHz ANDREW - HBXX 601405 A7JA 1 (PER SECTOR) 0' - 58' 0- 501.9- 0' 0' BETA 1900 MHz RFS APXVRR13 -C -A20 1 (PER SECTOR) 135' 58' -O 54.8- 0' 0' GAMMA 1900 MHz RFS AP XVRR13- C - A20 1 (PER SECTOR) 237' 58' -O 54.8- 0- 0' mricrNV NEW PIPE MOUNTED ON NEW PIPE .G '(O9- 'C\S1 EXISTING VACANT Q en E�<1J �,- EXISTING VACANT ' ANTENNA MOUNT. `��o�a�\ Pti "J ANTENNA MOUNT, v ', ' r TYP. �2 "� s 9 °TO f'j �G� q tiJ NORTH 2ijyJ . MAGNETIC REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 • il City of Tukwila BUILDING DIVISION_ NOTES & ANTENNA SCHEDULE 4 22•x34 SCALE: NOT TO SCALE SCALE: NOT TO SCALE 1 1 � x17� NEW ANTENNA PLAN (FINAL) 3 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint SI\llliSUIIIG GENERAL DYNAMICS WIRELESS SERVICES ENGINEERING PROJECT INFORMATION: NETWORK VISION MMBSL LINL_I -1 SR 599 SE03XC409 10825 E MARGINAL WAY SOUTH SEATTLE, WA KING COUNTY ISSUE DALE 7_31 -12 ISSUED FOR ZONING /PERMITTING REVISIONS REV. DATE DESCRIPTION INITIALS A 07/31/12 905 CD'S L.W. 0 39/07/12 1005 CD'S RLE NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET L10ENSURE: RECEIVED CITY OF TUKWILA SEP 2 0 2012 PERMIT CENTER SHEET TITLE ANTENNA PLANS AND SCHEDULES SHEET NUMBER A -4 REVISION, 0 1253 -040 ALTO. ROOF 330' -0` T.O. ROOF 330' -0` RADE T.O. MONOPOLE 360' -O` SPRINT ANTENNA RAD CENTER 358' -0` NEW SPRINT 1900 MHz NV ANTENNA MOUNTED ON NEW PIPE NEW SPRINT 1900MHz RRU (1 PER SECTOR) EXISTING MONOPOLE L j is w w EAST ELEVATION. T.O. MONOPOLE 360' -0` SPRINT ANTENNA RAD CENTER 358' -0` NEW SPRINT 1900 MHz NV ANTENNA MOUNTED ON NEW PIPE NEW SPRINT 1900MHz RRU (1 PER SECTOR) EXISTING MONOPOLE EXISTING EQUIPMENT COMPOUND. REFER TO A -3 FOR DETAILS EXISTING SPRINT EQUIPMENT, TYP. RADE -0 GRADEjs SOUTH ELEVATION. STRUCTURAL ANALYSIS MUST BE PERFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW CABINETS /TEMPORARY PLATFORM. STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION GRADE 22`x34° SCALE: 1/8° ■ 1' -0° 11°:17 SCALE: 1/16" = 1 -0 8 6 4 2 0 8' NO MI i i NEW SOUTH & EAST ELEVATION 1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint> SIIII /ISU III G GENERAL DYNAMICS WIRELESS SERVICES iffri:1414ENGINEERING PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH SR 599 SE03XC409 10825 E MARGINAL WAY SOUT -; SEATTLE, WA PINC COUNTY ISSUE DATE 7-31-12 ISSUED FOR ZONING /PERMITTING REVISIONS REV. DATE DESCRIPTION INTMLS A 07/31/12 90% CD'S L W. 0 39/07/12 100% CD'S RLS NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE RECEIVED CITY OF TUKWILA SEP 2 0 2012 PERMIT CENTER SHEET TITLE ELEVATIONS SHEET NUMBER A -5 REVISION: 1253-040 .1 NEW 3 1/2' O.D. MOUNTING PIPE SIII1 /ISUIIIG GENERAL DYNAMICS WIRELESS SERVICES RC tl lll• D—� -- F CODE COMPLIANCE APPROVED I� OCT 0 3 201 !� City of T111M/jIa BUILDING DIVISION co I NEW SAMSUNG ANI LIVIVP YIYL muum �' v. NEW TING G RRU MOUNTING HARDWARET NEW PIPE MOUNT HARDWARE. USE ADEQUA SHALL ENGINEERING ///:- �1 NEW 1900 MHZ RRU NEW HYBRID FREQUENCY n.o� NEW HYBRID BREAK -OUT EH! NDER AND ENCLOSURE. RACOR SHALL MOUNT ADEQUATE HARDWARE TO EXISTING FRAME. USE ADEQUATE FITS WITH AN EXISTING ISSUED FOR: ZONING/PERMITTING '_ IM ,J!! FRAME II u ��, ,— — NEW HYBRID CABLE FROM NEW NEW PANEL ANTENNA RF CABINET WITH MOUNTING FRMENG ANTENNA HARDWARE NEW JUMPER (TYP.) REFER TO 6 /A -8 22 °x34° SCALE: NOT TO SCALE 11°x17° SCALE: NOT TO SCALE ANTENNA HYBRID CABLE 1 22 °x34° SCALE: NOT TO SCALE 11'x17° SCALE: NOT TO SCALE NOT USED 2 NOT USED 3 NOT USED 100% CD'S 1' -1 3/4' PORT ANTENNA PORTS PER RRU TECHNOLOGY REQUIREMENTS OPTIC __.__ —_ __ —__ __ —__ —_ -- -- \ 1 SEW MIE O I • G MOUNTING MOUNTING AND ,IANE .1. '■ • o O o uI c r c . 0 ANT 1 ANT 2 ANT 3 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET - III .� SHEET NUMBER A -6 _ _ I 1253 -00 pj 1I BRACKET AND � tl �,( O CC a �_ MOUNTING PIPE :!: ■ �FZA = UyI a ) DIMENSIONS - ---- HxWxD: 350x605z228mm POWER PORT (13.8 °x23.8'x9) PORT PO WEIGHT: 65LB5 48 VOLTS MOUNTING TABS, TYP. FGND - GROUND 11I' TOP VIEW 3 1/2' 0.0. MOUNTING PIPE SIDE VENN •T T+. IR FRONT VIEW 3 1/2' 0.0. MOUNTING PIPE .•P• LEFT © °,0. •,Q, •.Q� •.0 . • I: CIO O - IBI 22'x34° SCALE: NOT TO SCALE 1900 MHZ RR.H -PF MECHANICAL SPECIFICATIONS 11'x17° SCALE: NOT TO SCALE 5 22°x34' SCALE: NOT TO SCALE RRU POLE INSTALLATION DETAIL 11°x17' SCALE: NOT TO SCALE (j RECTIFIER URDU RF- ANTENNA • Jilt 5) CPRI CABLE • 6) RET CABLE 4) POWER CABLE Q , • ' r ^' 7) RF CABLE 3) RRH -P4 GROUND CABLE FEEDER UNE GROUND CABLE (GROUND KIT/7 /8 IN. FEEDER UNE OR MORE) MGB TGB ••• w • 1) MG8 GROUND CABLE 2) TGB GROUND CABLE I TGB AND GROUND KIT ARE USED IN CASE OF THE 7/8 IN. FEEDER UNE OR MORE - 22•x34° SCALE: NOT TO SCALE SAMSUNG MMBS WIRING DIAGRAM 11'x17° SCALE: NOT TO SCALE 7 NOT USED 8 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint SIII1 /ISUIIIG GENERAL DYNAMICS WIRELESS SERVICES ENGINEERING PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH SK 599 SE03XC409 10825 E VARGINAL WAY SOUTH SEATTLE, WA FING COUNTY ISSUE DATE: — 3 1 -1 2 ISSUED FOR: ZONING/PERMITTING REVISIONS REV. DATE DESCRIPTION NIlU0S A 07/31/12 901 CD'S L:W. 0 39/07/12 100% CD'S RLS NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICEN'SURE RECEIVED CITY OF TUKWILA SEP 2 0 2012 PERIVMIT CENTER SHEET TITLE EQUIPMENT DETAIL SHEET NUMBER A -6 REVISION: ✓ 1253 -00 J 3" MIN 36" MAX SI\I1 /ISUIII6 GENERAL DYNAMICS WIRELESS SERVICES ITEM SPECIFICATIONS CAPACITY MAX. 4 BATTERY STRINGS AC INPUT CIRCUIT BREAKE' BATTERY BREAKER #4 BATTERY BREAKER #3 BATTERY BREAKER #2 BATTERY BREAKER #1 BATTERY CABLE TERMINAL FROM VIEW ISSUED 1 ZONING /PERMITTING REVISIONS REV, DATE DESCRIPTION NTTWLS COOLING AIR - CONDITIONER /COOLING WITH FAN FOR EMERGENCY MODE (MCLEAN T20 HVAC) 905 CD'S LW, 0 09/07/12 1005 CD'S RLS n 1 iLEVEL m o re oz � 0 x i. g SOUND LEL 65BA 01.5m 1 4TH BATTERY n 1 SIZE 27.6( x INCH x 27.6(W) INCH 1800(2) x 104R(D) x 7OD(W) mm - CABINET WEIGHT 370 LBS 1 3RD BATTERY — N PER BATTERY STRING WEIGHT 529 LBS - -� N NEW BBU CABINET NEW MMBS CABINET '� ig BATTERY NARADA 190AH (12NDT190) AGM TYPE (VRLA) 1 2ND BATTERY 1 AC POWER 220VAC, 3.5AMP TYP. 14.4AMP STARTING 1253-040 DC POWER 10A MAX 048DVC 1 II 1 1ST BATTERY GROUND BAR CABLE ENTRANCE :Z el 22 "x34" SCALE: NOT TO SCALE 7' MMES & BBU -TYPICAL LAYOUT 11 "x1 SCALE: NOT TO SCALE 1 22"x34" SCALE NOT TO SCALE MMES BBU CABINET 11 "x17" SCALE: NOT TO SCALE 2, N REVIEWED FOR CODE COQ( pLIANCE \M■ AP P\ _OVED OCT 0 3 2012 2. -7• xe- e �- \ �. o 'i i` 2. -8. gB 8 B ;3 a a o00 BgBB S M N BB6v e e a Bee B 1 13 e 8 • 6 g • 9 S B >3 ;3 I � °I 3•_7• TOP VIEW City of Tukwila DIVISIOPI� t II I In �= ILDING — j J ICI • e ° e O 1 ) 1 ° 1 ° ° Irk A 000i00 - (I o 1 v - O � 1111 _ j l ° o FRO VIEW SIIIE VIEW SECTION A M 2 -3" HEX HEAD STOPPING PLUGS 2" 1' -10" 2" in m BACK VIEW 20E-Via FROM VIEW "1Q O II I I o I 1101 TOP WLTH LFTG S 46sT TV MOUNTING 11• I • Al 2 -2 1 fl BOTTOM VIEW 10.e_1(151 j I" 2 -5" I ,SECTION BOTTOM VIEW MMBS EQUIPMENT WEIGHT & DIMENSIONS BBU EQUIPMENT WEIGHT & DIMENSIONS MMBS CABINET 18000000 018(820)mm/70.8in x 29.51n x 40.1(37.0)in BBU CABINET 1800x700x1018(820)mm/70.13in x 29.5in x 40.1(37.0)in MMBS CABINET 251kg (5531b5) W/0 DU SHELF 1300kg W/4 DU SHELF 0131.1 CABINET 168kg (37016s) W/O BATTERY 1136kg WITH BATTERY 22 "x37" SCALE: NOT TO SCALE MMBS MECHANICAL SPECIFICATIONS 11 "x17" SCALE: NOT TO SCALE 4, 22•'37• SCALE NOT TO SCALE BBU MECHANICAL SPECIFICATIONS 11 "x17° SCALE: : NOT TO SCALE 5 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint' SI\I1 /ISUIII6 GENERAL DYNAMICS WIRELESS SERVICES ENGINEERING PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH SR 599 SE03XC409 10825 E MARG!N.A'. WAY SOUTH SEATTLE, WA KING COUNTY ISSUE DATE 7-31-12 ISSUED 1 ZONING /PERMITTING REVISIONS REV, DATE DESCRIPTION NTTWLS A 07/31/12 905 CD'S LW, 0 09/07/12 1005 CD'S RLS NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICE \SURF: RECEIVED CITY OF TUKWILA SEP 2 0 2012 PERMIT CENTER SHEET TITLE EQUIPMENT DETAILS (OUTDOOR SPECIFICATIONS SHEET NUMBER A -7 REVISION: ° 1253-040 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY 8Y NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint) S 111111 S U 111 G GPS- TMR- HR -28NCM UNIT �� S ANTENNA MOUNT I_ ATTACHED TO 1.0 PIPE U _�� 140TFS 1. THE GPS ANTENNA MOUNT IS DESIGNED 40. GALVANIZED STEEL OF STAINLESS STEEL THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED MOUNTING TO NEW MMES -980 USING A ASSURE A USED. THE C SMOOTH BE PERPENDICULAR PIPE END SHALL DEBURRED. 2. R IS CRITICAL THAT THE GPS ANTENNA 2 DEGREES OF VERTICAL AND THE BASE LEVEL 3. DO NOT SWEEP TEST GPS ANTENNA 4. ATTACH GPS MOUNTING PIPE TO NEW BOLTS AND (4) 1' PIPE STRAPS. CPS ABOVE MMBS -8&I CABINET. � TO HAND IS OF MMBS TO BE 1° OIA SCH. w STEEL GALV. PIPE FASTEN TO A STANDARD 1'0, SCH. PIPE. THE PIPE MUST NOT BE LENGTH (MIN. OF 18', 8. -0' IF OR ROTARY PIPE CUTTER TO N SAW SHALL NOT BE MOUNTED SUCH THAT IT IS WITHIN THE ANTENNA IS WITHIN T OF -BBU USING (4) 8MMx15MM SS MOUNTED A MIN. OF 2' -0' MINIMUM OF 75X OR 270' IN ANY DIRECTION GPs GPS �, OBSTRUCTIONS MUST BE 15' BELOW L'1ANUFACTURER: ANDREW MODEL HBXX- 9014DS -A2M WEIGHT: 29.8 0.9 DIMENSIONS: 50.9' X 12.0' X 6.5' FREQUENCY: REFER TO RF DATA SHEET ISSUED FOR: ZONING /PERMITTING MANUFACTURER: RFS MODEL APXVRR13 -C -A20 WEIGHT: 32.0 4.8 DIMENSIONS: 54.8° % 13.8' X 4.3° FREQUENCY: REFER TO RF DATA SHEET 13.8' 4• ,3 12.0' 4° 8.5' 13.8' RIOALS MAX SIDE. 905 CD'S 12.0' •� MAX 1005 CD'S RLS -1 - EHONT o _ m o. ,Q7 • e. N IQE 12.0' ME m �� aioxic RF CONNECTOR, N- X1• RF CONNECTOR, TYP (19 BOTTOM NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET RF CONNECTOR, REMOTE ELECTRICAL DOWNTILT ACTUATOR, SHEET TITLE EQUIPMENT DETAIL S RF CONNECTOR. TYP REMOTE ELECTRICAL DOWNTILT ACTUATOR. TYP _ _ _ TYP �. 1 ` TYPE SSE ANTENNA INFORMATION PULLED FROM PRELIMINARY PRODUCT DATA SHEET TYPICAL DETAIL ANTENNA INFORMATION PULLED FROM PRELIMINARY PRODUCT DATA SHEET TYPICAL DETAIL 22 °x34' SCALE: NOT TO SCALE 11'x17 SCALE: NOT TO SCALE 1900 ANTENNA DETAIL 22'x34° SCALE: NOT TO SCALE 11'x17 SCALE: NOT TO SCALE 1900 ANTENNA DERAIL 2 22'x34° SCALE: NOT TO SCALE 11•417- SCALE: NOT TO SCALE GPS UNI -I- MOUNT PIPE 3 22 °x34' SCALE: NOT TO SCALE 11'x17' SCALE: NOT TO SCALE GPS REQUIREMENTS 4 GPS SURGE ARRESTOR NEW 4' SST CLAMP, ANDREW #31670-3, - REVIEWED FOR CODE COMP LIANCE - APPROVED OCT 0 3 2012 • City of Tukwila — STANDARD HANGER IN BUILDING DIVISION SNAP -IN FOR EXCESS NEW 3 1 2' •... DROOM COMSEAL - MARKER:ROXTEC .— �� U `,I� °e MI :iu i u iii: un BIM mg • O • �{j� L11..J • BATTERY 11 BATTERY $0 RRH GAMMA AC /GROUND RRH BETA RRH ALPHA PORT LAYOUT DETAIL I- - UDA OR BH CABLE ENLARGED TO SHOW NOTES - P /N:COMSEAL 18/16 III/ GPS CABLE MUDROOM DETAIL ENLARGED TO SHOW NOTES NP, OF (2) PER BREAKOUT UNIT EXISTING MONOPOLE NEW SST STANDARD CABLES ANTENNA MOUNTING PIPE EXISTING I / MONOPOLE MOUNT HANGER (3) NEW BREAKOUT — UNITS, TYP OF (SECTO COLOR CODE — BANG 0 �� /�r / PROPOSED 800 / 1900 NEW CROSS -OVER PLATE (MRS PN XP-2040) 0 NEW MMES -BBU CARNET o o f NEW MMBS -8BU CABINET r— SEE MUDROOM DETAIL 0 SEE PORT LAYOUT DETAIL o O MUDROOM 3 0 O . 2° LB HOUSING INTO MUDROOM CONDUIT FOR HYBRID CABLEW P/N #8436 2' HEAVY WALL COUPLING O o MUDROOM SING INTO 2' HEAVY WALL COUPLING g � L r. I —_I.. . _ I.' ' EXISTING ANTENNA SUPPORT FRAME- # SUPPORT HYBRI. ti / 7 O 2' SEAL TITS STRAIGHT CONNECTOR 2' SEAL ME FLEXIBLE CONDUIT TO NEW 1� ❑ f NEW SST TOWER NEW 3 -1/2. OA. 0000 0 EQUIPMENT 2' SEAL TITE STRAIGHT N01IP -dillq• -dill STAN OFT- ANDREW TYPE ANTENNA N MOUNTING • 2' HEAVY WALL CONNECTOR CONDUIT COUPLING CABLE WITHIN 12' OF MEDUSA NEW 1900 I I'= �- I' RRU SEE PORT LAYOUT DETAIL �� 2' SEAL TITS j ` ° o I,' ,. -]lI'' I ]- , �' • I� 1 OAX BLCCK5 FLEXIBLE CONDOR EtOSTNG SHELTER NEW UNIVERSAL CONCRETE SLAB ANGL E ADAPTER - - - -- - - - CASTING SHELTER CONCRETE SLAB NEW HYBRID FANOUT CABLE SUPPORTED O BY HOISTING GRIP EVERY 200 -0 / ^�/ C \ ``+ +y1� \ \` \` ° \ °1 ,` �� ,�I ❑ . I �� EW JUMPER CABLE NEW - RET GABLE I NEW BUTTERFLY CONDUIT HANGERS 2' SCH 80 PVC FROM TELCO BOX 2' HEAVY INTO MUDROOM WALL CONDUIT REALM( RMF VIEW SUPPORT TO ANTENNA MOUNT PIPE OR MOUNT WITH BLOCKS 22'x34° SCALE: NOT TO SCALE 11'x17' SCALE: NOT TO SCALE HYBRID AND TELCO LINE SUPPORT DETAIL 5 22°x34° SCALE: NOT TO SCALE 11 °x17- SCALE: NOT TO SCALE TYPICAL BOOM & STAND OFF DETAIL 800/1900 ANTENNA DETAIL 6 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY 8Y NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint) S 111111 S U 111 G GENERAL DYNAMICS WIRELESS SERVICES ENGINEERING PROJECT INFORMATION: NETWORK VISION :MMBS LUNCH SR 599 SE03XC409 10825 E MARGINAL WAY SOUTH SEATTLE, WA KING COUNTY ISSUE DATE 7-31-12 ISSUED FOR: ZONING /PERMITTING REVISIONS REV. DATE DESCRIPTION RIOALS A 07/31 /12 905 CD'S L.W. 0 29/07/12 1005 CD'S RLS NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE RECEIVED CITY OF TUKWILA SEP 2 0 2012 PERMIT CENTER SHEET TITLE EQUIPMENT DETAIL S SHEET NUMBER: A -8 REVISION: 0 1253 -040 EXISTING CONC. SLAB p10TF%. 1. THE CONTRACTOR SHALL ACCURATELY LOCATE ALL EXISTING REINFORCING BY X -RAY OR EQUNALENT METHODS. NO REBAR OR TENDONS SHALL BE CUT. ALL EXPENSES RELATED TO REPAIR OR CUT REBAR OR TENDONS SHALL BE ENTIRELY AT THE EXPENSE OF THE CONTRACTOR. 2. SPECIAL INSPECTION IS REQUIRED FOR (HILTI KWIK BOLT -TZ PER ESR -1917) CONCRETE EXPANSION ANCHORS AGAINST SEISMIC. 3. INSTALLATION OF WEDGE ANCHORS IN MASONRY IS NOT ALLOWED. 4. VERIFY WITH CABINET MANUFACTURER FOR MOUNTING HOLE LOCATIONS. ANCHOR SCHEDULE BOLT DIA. HOLE DIA. "E' EMBEDMENT 3/8" 3/8' 2' 1/2" 1/2" 3' S /8' 5/8" 31/e 3/4" 3/4" 3 3/4" EQUIPMENT CABINET HILTI KWIK BOLT -T2 USE S.S. KB -TZ FOR OUTDOOR APPLICATION 22x34' SCALE: NOT TO SCALE 11'x17' SCALE: NOT TO SCALE NOT USED CABINET ANCHOR DETAIL 2 22x34' SCALE: NOT TO SCALE 11'x17' SCALE: NOT TO SCALE NOT USED 3 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION 22x34" SCALE: NOT TO SCALE 11°x17" SCALE: NOT TO SCALE NOT USED 4 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint> SI\ Iv' SU III G GENERAL DYNAMICS WIRELESS SERVICES ENGINEERING PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH SR 599 SE03XC409 10825 E MARGINAL WAY SOUTH SEATTLE, WA KING COUNTY ISSUE DATE 7 -31 -12 ISSUED FOR ZONING /PERMITTING REVISIONS REV. GTE DESCRIPTION wTMLS A 07/31/12 90% CD'S L.W. D D9/07/12 100% CD'S P.LS NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET L IC.E-.NSURE RECEIVED CITY OF TUKWILA SEP 2 0 2012 PERMIT CENTER SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER A -9 REVISION: C' 1253 -04C 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 B00 MHz YELLOW GREEN 1900 MHz YELLOW RED TYPICAL JUMPER CABLE COLOR CODE FREQUENCY ANTENNA PORT RRU PORT CABLE COLOR 800 MHz RET RET N/A 800 MHz +45' ANT 1 WHITE 800 MHz -45' ANT 0 BLUE 1900 MHz PCS1 -45' ANT 0 BLUE PCS1 +45' ANT 1 WHITE PCS2 -45' ANT 2 GREEN PCS2 +45' ANT 3 BROWN RET RET RED NOTES. ON HIGH CAPACITY SITE5 OR ON FOUR - SECTOR 9765 NEEDING AN ADDMONAL UNE AND RRU CONTACT GDR SIZE SUPERVISOR FOR COLOR CODE INFORMATION ON ADDITIONAL UNES. SUPPUER SAMSUNG FIBEROPRCS ASIA TAI TYPE LENGTH TOTAL WEIGHT WEIGHT /LF TOTAL WEIGHT WEIGHT /LF (FT) (KG) (LBS) (KG) (LEIS) (KG) (LEIS) (KG) (LOS) TYPE 1 60 13 28 0.2 0.5 19 41 0.3 0.7 75 16 35 0.2 0.5 22 49 0.3 0.7 90 19 42 0.2 0.5 26 57 0.3 0.7 2 PAR POWER AND OPTIC CABLEAND WITH PE PIPE 105 30 66 0.3 0.6 29 65 0.3 0.7 120 34 75 0.3 0.6 33 73 0.3 0.7 1253 -040 150 43 94 0.3 0.6 51 112 0.3 0.7 165 47 104 0.3 0.6 55 122 0.3 0.7 TYPE 3 180 69 151 0.4 0.8 72 160 0.3 0 7 195 75 164 0.4 0.8 78 173 0.3 0 7 210 80 177 0.4 0.8 85 167 0.3 0 7 TYPE 4 225 89 196 0.4 0.9 102 224 0.3 0.7 240 95 209 0.4 0.9 109 239 0.3 0 7 255 101 222 0.4 0.9 115 254 0.3 0.7 TYPE 5 270 133 293 0.5 1.1 122 270 0.3 0.7 285 141 310 0.5 1.1 152 335 0.3 0 7 300 148 326 0.5 1.1 160 353 0.3 0 7 315 155 342 0.5 1.1 168 371 0.3 0 7 330 163 359 0.5 1.1 176 388 0.3 0.7 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 PAR, AWG 12 3 PAR AWG 8 1 PAIR, AWG 10 3 PAIR AWG 8 1 PAIR, AWG 8 1 PAR, AWG 10 2 PAIR AWC 6 1 PAIR, AWG 8 3 PAIR AWG 4 1 PAIR, AWG 6 1 PAIR, AWG 8 2 PAR 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" 1800 "/30.00" 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 WTTH 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 C WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAR POWER AND OPTIC CABLEAND WITH PE PIPE 2 PAIR POWER OPTIC CABLE WITH PE PIPE SUPPLIER TESSCO TYPE LENGTH TOTAL WEIGHT (FT) (KG) (LBS) PROJECT INFORMNTION: N LTWORK VISION .W IBS L \UNLJ I SR 599 SE03XC409 10825 E MARGINAL WAY SOUTH SEATTLE, WA KING COUNTY ISSUE DATE 7-31-12 1 0.73 1.6 TYPE 6 1000 732 1613 07/31/12 420 402 887 79/07/12 1 1 2.2 TYPE 7 1000 1008 2218 550 553 1220 22"x34" SCALE: NOT TO SCALE HYBRID AND JUMPER CABLES COLOR CODING 11°x17" SCALE: NOT TO SCALE 22'3(34" SCALE: NOT TO SCALE 11%17" SCALE: NOT TO SCALE 1 IYBRID CABLE TYPES (4) PAI R COPPER TO RRU { (6) FIBER CABLES 2" TAPE FIRST RING HYBRID COLOR CODE 1" SPACE BETWEEN RINGS 2" TAPE SECOND RING OF APPUCABLE PER SECTOR) 1' SPACE BETWEEN RINGS 2" TAPE THIRD RING OF APPUCABLE PER SECTOR) 2" SPACE BETWEEN HYBRID CABLE COLOR CODE AND FREQUENCY COLOR CODE 2° TAPE 2" TAPE FIRST RING SECOND RING FREQUENCY COLOR FREQUENCY COLOR CODE I CODE ___J HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) (4) PAIR COPPER - TO CABINET (6) FIBER CABLES HYBRID COLOR CODE J HYBRID COLOR CODE TAPE (SEE TABLE TAPE (SEE TABLE FOR DETAILS) FOR DETAILS) 2' TAPE 1" SPACE FIRST RING BETWEEN HYBRID COLOR CODE . RINGS 2" TAPE SECOND RING OF APPUCABLE PER SECTOR) 1' SPACE BETWEEN RINGS 2" TAPE THIRD RING (IF APPUCABLE PER SECTOR) 2" SPACE BETWEEN HYBRID CABLE COLOR CODE AND FREQUENCY COLOR CODE NO SPACE BETWEEN J CABLE 2" TAPE FIRST RING FREQUENCY COLOR CODE FREOUENCY COLOR CODE (SEE TABLE FOR DETAILS) 2" TAPE SECOND RING FREQUENCY COLOR CODE HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETA LS) NOTE: 1 ALL CABLES SHALL BE MARKED AT THE TOP AND BOTTOM WITH 2' COLORED TAPE OR STENCIL TAG. COLOR TAPE SHALL BE OBTAINED FROM GRAYBAR ELECTRIC. 2. THE FIRST RING SHALL E CLOSEST TO THE END OF THE CABLE AND SPACED APPROXIMATELY 2" FROM AN END CONNECTOR. WEATHERPROOFING, OR BREAK -OUT CYUNDER, WITH 1" SPACE BETWEEN EACH RING. 3. THE HYBRID CABLE COLOR SHALL BE APPUED 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 FREOUENCY COLOR CODE. 6 THE 2" COLOR RINGS FOR THE FREOUENCY 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 INDMOUAL CABLES, AND THE TAPE SHALL BE KEPT IN THE SAME LOCATION AS MUCH AS POSSIBLE. B. 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 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION 2" SPACE FROM END OF BREAK -OUT CYUNDER 2' TAPE RING FIRST RING • •• • 1" SPACE BETWEEN RINGS 2" TAPE RING SECOND RING (IF APPUCABLE PER SECTOR) 2" TAPE RING 1" SPACE THIRD RING BETWEEN (IF APPUCABLE PER RINGS . SECTOR) .•r• •ft /!l1 HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 2" SPACE FROM END OF BREAK -OUT CYUNDER 2" TAPE RING FIRST RING HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) WRAP TAPE AROUND CABLE. THREE TIMES, MIN. (TYP) 2' TAPE RING 1" SPACE SECOND RING BETWEEN (IF APPUCABLE PER RINGS SECTOR) HYBRID CABLE TO CABINET 2" TAPE RING 1" SPACE THIRD RING BETWEEN (IF APPUCABLE PER RINGS SECTOR) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 2 FROM RRU HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 2" TAPE SECOND RING FREQUENCY COLOR CODE WRAP TAPE AROUND HYBRID CABLE CABLE. THREE TIMES, TO RRU MIN. (TYP) 2" TAPE 2" SPACE FIRST RING BETWEEN CABLE CODE FREQUENCY COLOR AND FREQUENCY CODE COLOR CODE 2" TAPE THIRD RING CABLE iY 1" SPACE 1 R07-1) k END JUMPER 1" SPACE 2" TAPE THIRD RING CABLE # 2" SPACE BETWEEN CABLE CODE AND FREQUENCY COLOR CODE 2" TAPE FIRST RING FREQUENCY COLOR CODE 2" TAPE SECOND RING FREQUENCY COLOR CODE JUMPER CABLE CONNECTION AT RRU AND ANTENNA ANTENNA END Of JUMPER 1 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 CARRIER SERVICES IS STRICTLY PROHIBITED. HYBRID CABLE COLOR SCI IEME DETAIL Sprint S I\ Ip /I S U III 6 GENERAL DYNAMICS WIRELESS SERVICES ENGINEERING PROJECT INFORMNTION: N LTWORK VISION .W IBS L \UNLJ I SR 599 SE03XC409 10825 E MARGINAL WAY SOUTH SEATTLE, WA KING COUNTY ISSUE DATE 7-31-12 ISSUED FOR ZONING/PERM I I INC REVISIONS REV. DATE DESCRIPTION INI1WS A 07/31/12 90% CD'S LW. 0 79/07/12 100% CD'S RLS NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICE \SURE RECEIVED CITY OF TUKWILA SEP 2 0 2012 PERMIT CENTER SHEET TITLE: ANTENNA AND CABLE COLOR CODING DETAILS SHEET NUMBER KF -1 REVISION: ° 1253 -040 -ELECTRICAL NOTES ELECTRICAL NOTES ( CONTT) S I\ I\/I S U II G 1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL 15. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC ELECTRICAL CODES AND ALL LOCAL AND STATE CODE. LAWS. AND ORDINANCES. PROVIDE TABLE 346 -10. NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. ELBOWS WITH 12- MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2. OR LARGER. 2. CONTRACTOR SHALL COORDINATE WITH LOCAL POWER COMPANY FOR REQUIREMENTS OF 16. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT POWER SERVICE LINE TO THE METER BASE. WHEN REQUIRED. POWER SERVICE INSULATING GROUNDING BUSHINGS. REQUIREMENT IS COMMERCIAL. AC NOMINAL 120/208 VOLT OR 120/240 VOLT. SINGLE PHASE WITH 200 AMP RATING. 17. ALL WIRE SHALL BE 'TYPE THWN, SOUD. ANNEALED COPPER UP TO SIZE 1/10 AWG (18 AND LARGER SHALL BE CONCENTRIC STRANDED) 75 DEGREE C. (167 3. CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE COMPANY FOR SERVICE UNE DEGREES F), 98' CONDUCTIVITY. MINIMUM 112. _ �..�. �VV� ^_.^" TO TMA,, ~F AT THE Cy117 18. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES. J- BOXES. EQUIPMENT 4. CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER BASE AND 200A BOXES AND CABINETS WITH APPROVED PLASTIC TAGS. ACTION CRAFT, BRADY, OR DISCONNECT SWITCH PER SITE PLAN DETAIL DRAWINGS AND PER LOCAL UTILfTY APPROVED EQUAL COMPANIES SPECIFICATION, WHEN REQUIRED. THE METER BASE SHOULD BE LOCATED IN A MANNER ACCESSIBLE BY TICE LOCAL POWER COMPANY, 19. ALL NEW MATERIAL SHALL HAVE A U.L LABEL 5. LOCAL POWER COMPANY SHALL PROVIDE 200 AMP ELECTRIC METER. CONTRACTOR SHALL 20. CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT COORDINATE INSTALLATION OF METER WITH LOCAL POWER COMPANY. TO AVOID LOCATION TO CONFLICTS. VERIFY WITH MECHANICAL CONTRACTOR AND 6. UNDERGROUND POWER AND TELCO SERVICE UNES SHALL BE ROUTED IN A COMMON COMPLY AS REQUIRED. TRENCH. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT 21. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. EXPOSED ABOVE GROUND SHALL BE GALVANIZED RIGID STEEL TUBING UNLESS OTHERWISE INDICATED. 22. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE 7. ALL TELCO CONDUIT LINES SHALL BE 4' SOH. 40 PVC CONDUIT UNLESS OTHERWISE SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL. BE BONDED AT ALL JUNCTION BOXES. PULLBOXES, AND ALL DISCONNECT SWITCHES, INDICATED. THE TELCO CONDUIT FROM THE PPC SHALL BE ROUTED AND TERMINATED AT STARTERS, AND EQUIPMENT CABINETS. DESIGNATED TELCO DEMARCATION OR 2 -FEET OUTSIDE FENCED AREA, NEAR UTILTY POLE (IN FENCED AREA), OR END CAP OFF AND PROVIDE MARKER STAKE PAINTED 23. THE CONTRACTOR SHALL PREPARE AS -BUILT DRAWINGS. DOCUMENT ANY AND BRIGHT ORANGE WM1 DESIGNATION FOR TELCO SERVICE. ALL WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION. 8. CONDUITS INSTALLED AT PCS EQUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL BE STUBBED AND CAPPED AT 6' ABOVE GRADE OR PLATFORM. IF 24. ALL DISCONNECT SWITCHES AND OTHER CONTROLUNG DEVICES SHALL BE SERVICE UNES CANT BE INSTALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS. PROVIDED WITH ENGRAVED PHENOUC NAMEPLATES INDICATING EOUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS 9. THE SPRINT CABINET, INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL SHALL BE FED FROM (NO EXCEPTIONS.) PROVIDE SAMPLE FOR CONSTRUCTION MANAGER'S PROVIDED 81 OWNER AND INSTALLED BY THE CONTRACTOR. CONTRACTOR IS TO INSTALL APPROVAL BREAKER(S) NOT PROVIDED BY MANUFACTURER. SEE PANEL SCHEDULE ON THIS SHEET FOR BREAKER REQUIREMENTS. 25. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF ME DEVICES SHALL COMPLY WITH (ADA) AMERICANS WITH DISABILITIES ACT AS ADOPTED BY THE APPUCABLE 10. LOCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE PROVIDED BY GENERAL STATE. CONTRACTOR. 26. PROVIDE CORE DRIWNG AS NECESSARY FOR PENETRATIONS OR RISERS 11. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BD. ANY THROUGH BUILDING. 00 NOT PENETRATE STRUCTURAL MEMBERS WITHOUT QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONSTRUCTION MANAGERS APPROVAL. SLEEVES ANO /OR PENETRATIONS IN FIRE CONTRACTORS FUNCTIONS. THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED MATERIAL WHICH THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FILL FOR PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE. FIRE AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. 12. LOCATION OF EOUIPMENT. CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO 27. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE ROUGH -IN. FIELD VERIFIED WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPUER 13. THE CONDUIT RUNS AS SHOWN ON THE FUNS ARE APPROXIMATE. EXACT LOCATION PRIOR TO ROUGH -IN Of CONDUIT AND WIRE. ALL EQUIPMENT SHALL BE AND ROUTING SHALL BE PER EXISTING FIELD NS ARE NS. PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON THE EQUIPMENT (THE DESIGN OF THESE PLANS ARE BASED UPON BEST 14. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. AVAILABLE INF0RMA11ON AT THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM DESIGN AS SHOWN ON THESE DRAWINGS). 28. 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. * 4'• SITE NUMBER: SE03XC409 MODEL NUMBER: EILA5APC -4W2 VOLTAGE: 240V /200 PHASE: TBD WIRE: TBD MAIN BREAKER: 200 AMP BUSS RATING: 200 AMP A /C: IBD MOUNT: SURFACE NEUTRAL BAR: TBD GROUND BAR: TBD ENCLOSURE TYPE: TED N to GROUND BOND: TBD PANEL STATUS EXISTING INTERNAL TVSS: TBD CKT LOAD DESCRIPTION BREAKERBREAKERBREAKERBREAKER8REAKERHREAKER AMPC POI FS STATUS STATUS POLES AMPS I OAD DESCRIPTION CKT 1 SAMSUNG BBU CABINET 15 2 ON ON 2 60 TVSS 2 3 -- -- -- -- -- -- -- -- 4 5 SAMSUNG MMBS CABINET 100 2 NEW ON 2 60 NOT LABELED 6 6 9 NOT LABELED 20 1 ON ON 2 20 NOT LABELED 10 11 NOT LABELED 10 1 ON -- -- -- BUNK 12 Ht " NOTES EXISTING CIRCUIT BREAKER TO BE REPLACED AFTER THE DECOMMISSIONING OF EXISTING EQUIPMENT NEW CIRCUIT BREAKER WITH A.I.C. RATING TO MATCH EXISTING CONTRACTOR STALL BE fESFONSII E To OBTAIN E ECIi'80AL PWET F REQUIRED AND INSPECTION OF INSTALLATION IS ACCEPTABLE TO THE AUTHORITY HAVOC JIILLSOICI10f'1 WORK UNOERDYmI, ELECTRICAL ENSURE FDML OVER THE 22':34' SCALE: NOT TO SCALE SCALE: NOT TO SCALE 11'x17' ELECTRICAL NOTES 1 ELECTRICAL PANEL. SCHEDULE 2. EXISTING 200A EXISTING 200A GENERATOR SWITCH RECEPTACLE TO EXISTING UTILITY POWER 200A /1-N /1-N METER /DISCONNECT © O SOURRCE © - 11)- 11)- \ 1,, TRANSFER SWITCH & LOAD CENTER -0 200A 200A NEW IAMBS CABINET NEW BBU CABINET /I EXISTING SERVICE GROUND J I � CIRCUIT SCHEDULE EXISTING LARDS (REFER TO ( PANEL SCHEDULE P's r•---N o-o /\ /N UCCA NO 01 FROM SOURCE TO METER CENTER CONFIGURATION EXISTING 0.- A-1\ /\ 15A °-O n EXISTING LOADS REFER TO PANEL SCHEDULE Q2 METER/OSC TRANSFER SWITCH & LOAD CENTER TRANSFER SWITCH & LOAD CENTER GENERATOR RECEPTACLE EXISTING EXISTING /\ /'� ' o-o ^ �0"--"N OO ® TRANSFER & LOAD CENTER SUB -PANEL TRANSFER & LOAD CENTER SUB -PANEL NEW IAMBS CABINET NEW BBU CABINET (3) (!2 AWG, (1) 18 GLAD IN 2 CONDUIT (3) 110 AWG, (1) 110 CND IN 1' CONDUIT ��\ °-O ` \- C°�J SEpA A o^o --0. 0_o/\ PERMIT REPROAND A ,AL QUIRE„ 22'x34 SCALE: NOT TO SCALE ELECTRICAL ONE -LINE DIAGRAM 11' :17' SCALE: NOT TO SCALE 3 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PR0HIBrTED. Sprint)* S I\ I\/I S U II G GENERAL DYNAMICS WIRELESS SERVICES ENGINEERING PROJECT INFORMATION: NETWORK VISION MMBS LAUNU I SR 599 SE03XC409 10825 E MARGINAL WAY SOUTH SEATTLE, WA KING COUNTY ISSUE DATE 7-31-12 ISSUED FOR ZONING /PERMIiii ING REVISIONS REV. DATE DESCRIPTION INITIALS A 07/31/12 908 CD'S L,'W, 0 39/07/12 1008 CD'S 9LS NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE RECEIVED CITY OF TUKWILA SEP 2 0 2012 PERMIT CENTER SHEET TITLE ONE -LINE DIAGRAM & .EWER PANEL SCHEDULE $J ET NUMBER E -1 REVISION: y 1253 -040 Spri nt GENERAL DYNAMICS WIRELESS SERVICES NEW BBU CABINET NEW MMBS CABINET ENGINEERING LOAD CENTER PROJECT INFC'R.M4TIQN: NLTWORK VISKN VLMBS LAUNLH SR 599 SE03XC409 10825 E MARGINAL WAY SOUTH SEATLE, WA KING COUNTY ISSUE DATE 7 -31 - 1 2 ISSUEDF(P ZONING /PERMITTING REVISIONS REV, 5 4 3 2 A 1 0 905 CD'S !.N. 1 9/07/12 1005 CD'5 FS 1/0 AWC - J MMBS PORT LAYOUT 6 AWC CONDUIT NO. USACE SEE ELECTRICAL ONE UNE DIAGRAM REFER TO HYBPoD CABLE SPECS 0 BATTERY SECTOR 1 SECTOR 2 1 AC /GROUND SECTOR 7 2 RRU SECTOR 1 DC POWER ELECTRICAL NOTES: DC CABLING WITHIN PRE MANUFACTURED HYBRID CABLES 3 RRU SECTOR 2 1. MINIMUM CABLE LENGTH BETWEEN THE OU AND BATTERY IS 7OMM (2.75 in) 2. MAXIMUM CABLE LENGTH DISTANCE IS 900mm (35.43 in). WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING TAPE KIT, COLD SHRINK SWILL NOT BE USED. 3. ROUTE DC CONDUCTORS IN CONDUITS TO NEW MMBS CABINET 48V0C POWER DISTRIBUTION PANEL TO AND FROM NEW BBU CABINET. 4 RRU SECTOR 3 5 BATTERY 4. —48 VDC CABLES BETWEEN NEW MMBS CABINET & RRU'S ARE FACTORY ASSEMBLED AND EQUIPED WITH ONE PRE— TERMINATED END. 5. ALL FlELD INSTALLED OC CABUNG SHALL BE TYPE RHH /RHW AND SHALL BE UL THERMOSET INSULATED. 22'x34° SCALE: NOT TO SCALE DC POWER. DIAGRAM 11 °x17° SCALE: NOT TO SCALE • 22 x34' SCALE: NOT TO SCALE NOT USED 11 °x17° SCALE: NOT TO SCALE 2 2" SEAL TTTE 90� CONDUIT CONNECTOR P /N:500007 OR EQUIVALENT APPRT�. ��• +mil D O O ❑ NEW MMBS CABINET ❑ O SEAL TITE CONNECTION SHEET — DETAIL D 2° SEAL TITE FLEXIBLE CONDUIT FROM STUB UP TO EOUIPMENT f6.0� MAX.) i i i NEW EQUIPMENT i I 000 0 i EXISTING SHELTER CONCRETE SLAB 2 SEAL TITE FLDOBLE CONDUIT 22 °x34° SCALE: NOT TO SCALE EQUIP. POWER CONDUIT CONNECTIONS 11'x17° SCALE: NOT 70 SGALE EQUIP. 22 °x34° SCALE: NOT TO SCALE SEAL TITS POWER CONDUIT CONNECTION 11'x17° SCALE: NOT TO SCALE 4 22 °x34° SCALE: NOT TO SCALE NOT USED 11'x17° SCALE: NOT 70 SCALE Spri nt GENERAL DYNAMICS WIRELESS SERVICES ENGINEERING PROJECT INFC'R.M4TIQN: NLTWORK VISKN VLMBS LAUNLH SR 599 SE03XC409 10825 E MARGINAL WAY SOUTH SEATLE, WA KING COUNTY ISSUE DATE 7 -31 - 1 2 ISSUEDF(P ZONING /PERMITTING REVISIONS REV, DALE DESCRIP11ON NFIIALS A 7/31/12 905 CD'S !.N. 0 9/07/12 1005 CD'5 FS NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LiCENSURL RECEIVED CITY OF TUKWWA SEP 2 0 2012 PERMIT CENTER SHEET TITLE DC POWER ONE -L_INE DIAGRAM EET NUMBER E_2 REVLSION: J 1253 -040 LEFT DIN RAIL SERVICE LIGHT 66 BLOCK PUNCH -OUT GROUNDING BAR /:— CABLE HOLE -- DOOR "fiENGINEERING SMOKE DETECTOR PROJECT INFORMATION: NLIWORK VLSION MMES L1UNCI I SR 599 SE03XC409 10825 E MARGINAL WAY SOUTH SEATTLE, WA KING COUNTY 34U 32G= 30U= 28U 26U 24U _ — — = — — _ - — = — — — — ,_ — — _ _ 1`/ z_ REV. DATE DE.SCRIP11ON 1 A 70 ° _ r- I�. 1 I 111111 RIGHT DIN RAIL ► SUPPORT PLATE _ 1ST GROUP OF DC 2N0 GROUP OF DC �- �r-g � oc000000000000c000' 60 40— 30 20 I�.� 000 ©00000za22a::,:a� — — — o o H;O:O''O:O:O:O':O:O'1.�� 0 a e e ` CCOCOOOOCOOOOCOCCO LOAD BREAKERS ON LVLO F1 -FIB — 966 fil�� GROUND BUS BAR III1 liralli A 0:07:0 :0::0:0::0:0,• , �' I, 7 BLOCK BLOCK I ll oo ®II �•.TA CJl��CI rrG� 1 I�CZ ice, NEW HOLE ie • 2U 22U- 2DU= pry H 18U H 16U 14U 8U— 8U 4U 2U id- I ,4 14 1 4 �, 11 �) -iJ� ��4 ]M LICENSURE RECEIVED CITY OF TUKWILA SEP 2 0 2012 PERMIT CENTER SHEET TITLE: ELECTRICAL DETAILS (OUTDOOR SPECIFICATIONS) SHEET NUMBER E -3 REVISION: v' i 1 le ,� li ' SPA POWER CORE I ' SUPPORT FOR BSDU RECTIFIERS 3RD GROUP OF DC SPD• HXDXW: 1R00x823x700MM INCLUDING MUDROOM; 1600x823x905MM 1/0 MONROR CABWFT HEIGHT • `�� -Ij o O� _:=67.==z7_:==5:=:=:.=:_ 1 i • urr� POLY PHASER AND POLYPHASER MOUNTING BRACKET BRACKET POLYPHASER SURGE CPS CABLE PROTECTOR UM OR UNK CABLE GROUND CABLE OR M/W CABLE AC POWER CABLE I I' �:I y7" /O PUNCH• 1650MIA / ♦ WITH 7% FAN AND FlI TER 22'034' SCALE: NOT TO SCALE 11'017 SCALE: NOT TO SCALE MMBS-BBU ELECTRICAL DETAILS 1 22x34' SCALE: NOT TO SCALE MUDROOM ELECTRICAL DETAILS 11'417" SCALE: NOT TO SCALE 2 II�/��•pt ��j p� _ �� `hP •qo/'r 4AJo V E/►f EXISTING TELCO DEMARC AT PPC (SEE NOTE 3) NEW MMES -BBU MUDROOM (SEE NOTE 2) EXISTING TELCO DEMARC ( HOFFMAN BOX) (SEE NOTE 1) J L i (6) BLACK SHIELDED 24 AWG (3) BLACK SHIELDED 24 AWG CAT5e IN NEW 2 CONDUIT CAT5e IN EXISTING CONDUIT NOTES: I. CONTRACTOR TO INSTALL NEW 66 BLOCK IN EXISTING HOFFMAN BOX AT SITES MAIN TELCO DEMARC. 2. CONTRACTOR SHALL INSTALL RJ -45 ENDS ON ALL (6) RUNS OF CAT5e INTO MMBS-BBU MUDROOM. 3. CONTRACTOR TO INSTALL NEW 66 BLOCK IN EXISTING GELCO BOX NEXT TO EXISTING PPC CABINET. 22•x34' SCALE: NOT TO SCALE 11'x17 SCALE: NOT TO SCALE TELCO RISER. DETAIL 3 22x34" SCALE NOT TO SCALE NOT USED 11x17' SCALE: NOT TO SCALE 4 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint> SI\IUISU III G GENERAL DYNAMICS WIRELESS SERVICES "fiENGINEERING PROJECT INFORMATION: NLIWORK VLSION MMES L1UNCI I SR 599 SE03XC409 10825 E MARGINAL WAY SOUTH SEATTLE, WA KING COUNTY ISSUE DATE: 7-31-12 ISSUED IOR: ZONING /PERMITTING REVISIONS REV. DATE DE.SCRIP11ON wfIALS A 07/31/12 90% CD'S L.W. 0 DS/07/12 100% CDS RLS NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE RECEIVED CITY OF TUKWILA SEP 2 0 2012 PERMIT CENTER SHEET TITLE: ELECTRICAL DETAILS (OUTDOOR SPECIFICATIONS) SHEET NUMBER E -3 REVISION: v' 1253 -040 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint SI\II /ISU III G GENERAL DYNAMICS WIRELESS SERVICES _ --- -` - -- `--- _a -------------- - I �- - _ __ ------ - EXISTING SPRINT ' CDMA CABINET II I - - -- EXISTING CABLE EXISTING SPRINT TRAY �RECT CABINET EXISTING SPRINT 1 1 _ _ AC PANEL - ti-_ '4'- {L _ EXISTING TELCO 'F.-1,..---, Sj I _' 1 - EXISTING SPRINT POWER ROUTE 1. r _ !STING SPRINT --I __ - - - - -" - - -- TELCO ROUTE • •\ ''�"1s�s - , 1 -- - - - - -- !_ i-- - - --'i - - - - - EXISTING SPRINT COMA NEW SPRINT ,- I i CABINET TO BE MMES CABINET 11 REMOVED FOR FINAL ` I NEW SPRINTi �� CONFIGURATION, DDSTING SPRINT POWER ROUTE I _ ESE 1 AC PANEL NEW SPRINT 1 , C D C E --E EXISTING TELCO TELCO ROUTE ErO 7�T I I t 7 Syi ��_ CiT T EXISTING CONCRETE I I - II EQUIPMENT PAD I , I 1 ^ ,, I I l 1 i I i �. _ -_- -1 i 1 - — _ -- CABINET SPRINT RECT _ — CABINET TO BE REMOVED FOR L_-- - I FINAL CONFIGURATION Ij i 1es ENGINEERING 22 x34. SCALE: 11•x17• SCALE: 1/4• = 1 /8• = 1' -0- 1' -0• ■ ■ EXISTING ROUTING PLAN 1 22 x34. SCALE: 1/4" = 1' -0" NEW TEMP. ROUTING PLAN 2 � 2 11.,17. SCALE: 1/8. = 1' -0- 4 (INTERIM) 07/31/12 905 CD'5 L W. t--- _ - - - -- -- ---------------- -- NEW SPRINT C - 1 EXISTING CABLE NNBS CABINET 1 F, , 1 NEW SPRINT TRAY CABINET NEW SPRINT _T;. EXISTING SPRINT 39/07/12 NO PLS 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. • PERMTAI tve POWER ROUTE I 1 _ -� _�_S� E ) I AC PANEL NEW SPRINT 1 ' 1 , i- CL —ESE --E E E EXISTING TELCO TELCO ROUTE �'i'^,�- 1T y, T— T— TAT -1 —T 1EXISTING CONCRETE 1I '� '_- ,IEOUIPNENT PAD 1 r. ■ I ' 1 (f..r..---4"\''. ' 0 22'x34' SCALE 11%1r SCALE: 1/4' = 1/e• = 1' -0- 1*-0• NEW ROUTING PLAN 3 NOT USED 4 4 3 2 1 0 4' (FINAL) THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint SI\II /ISU III G GENERAL DYNAMICS WIRELESS SERVICES ENGINEERING PROJECT INFORMATION: NLTWORK VISION M.MBS LAUNCH SR 599 SE03XC409 10825 E MARGINAL WAY SOUTH SEATTLE, WA KING COUNTY ISSUE DATE 7_31 -12 ISSUED FOR ZONING /FERMITT;NG REVISIONS REV. DATE DESCRIPTION INMALS A 07/31/12 905 CD'5 L W. 0 39/07/12 1005 CD•S PLS NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET Lb-ENSURE: RECEIVED CITY OF TUKWILA SEP 2 0 2012 PERMIT CENTER SHEET TITLE CONDUIT ROUTING ,SHEFT NUMBER E_4 REVISION: O 1253-040 1 NEW ANTENNA MOUNTING PIPE CONNECTED TO EXISTING l ANTENNA GROUND BAR NEW SPRINT RRU'S CONNECTED TO EXISTING ANTENNA 1. ALL DETAILS ARE SHOWN IN GENERAL TERNS. 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/MWN. 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. REPRESENTATVE. 5. REFER TO DMSION 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 8Y AUTHORIZED SPRINT MOBIUTY 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 RELU VERI TED. ANY ADEQUT ITEMS SHALL BE REPLACED S REQUIRED TO ACHIEVE ADEQUATE GROUNDING REQUIRED 8,' SPRINT. GROUND _� BAR (1) CONNEC11ON PER RRU _ NEW SPRINT RRU'S CONNECTED �, TO EXISTING ANTENNA GROUND BAR (1) CONNECTION PER RRU ^' \�� NEW ANTENNA MOUNTING PIPE �,' CONNECTED TO EXSTING �� ANTENNA GROUND BAR °` /-, :.., ,_� �� 1 `" • '.`�1 CONNECTION FROM EXISTING ,j SPRINT ANTENNA GROUND BARS TO EXISTING MASTER GROUND BAR EXISTING SPRINT MASTER GROUND BAR BOTTOM II L L x a '} I \ / NEW SPRINT RRU'S CONNECTED �, TO EXISTING ANTENNA GROUND ,BAR (1) CONNECTION PER RRU •'�,, \, ' �� NEW ANTENNA MOUNTING PIPE CONNECTED TO EXISTING ANTENNA GROUND BAR ASSUMED POSITION OF EXISTING SPRINT ANTENNA ® GROUND BAR (3 TOTAL, 1 ) �. PER SECTOR) 'as GENERAL GROUNDING NOTES AT ^`` ® OF MONOPOLE .. EXISTING FINAL GROUND LEAD FROM MASTER GROUND BAR TO EXISTING LEGEND BUILDING GROUND, TYP. OF 2 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 ONE NDRLABEL EACRKER TO DRAW THE LINES BETWEEN EACH SECITON AND LABEL EACH SECTION ('P', 'A', 'N', '17 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 ONN THE ■ EXOTHERMIC CONNECTION I =] MECHANICAL CONNECTON /// o COMPRESSION CONNECTION / ` / CGB COLLECTOR GROUND BAR \ ' MGB EXTERNAL GROUND BAR \ / 22•x34• SCALE: NOT TO SCALE 11•x17' SCALE: NOT TO SCALE TYPICAL ANTENNA GROUNDING PLAN 1 _ ___ _- - - --'-- _ _ _- _--- - --' -- _ - -_ __ _.__---- -_ -___ -_ __________ -- ____.._ __. "__________ C _ -_ - -- -- " '. _ " _ - _ _ _ - - - _ _ _ _ _ - i �,r - - - -- r - - - -- -- - - -- - _______ - __— _ -_ -- I , EXISTING FINAL GROUND I NEW SPRINT MNBS �• LEAD FROM MASTER CONNECTED TO EXISTING ' M�'B GROUND BAR TO EXISTING SPRINT MASTER GROUND I __ -� I EQUIPMENT GROUND RING, BAR �__ TYP. OF 2 1- _ -� -�` -j� 1''I, • "` - - - - r• I'' 'I I -,I ,' Ii ' -. 1C 1 - - - F q = - - - " '11 • ,'c —_ == ', • _ -- - --"-- - �_ - - -- -_ - —_ - _____- ______— ___ ___ -- y __________ — - -- "___- _ - - - -- -- - - i _ _ _ _ _ _ _ 'I _ -_ __ _ _ _ _ _ - I __ -___ -_ - -� _ - - -- 11 :-- ____ -- ----- -_ - - -- , ' II ' NEW SPRINT MMES I'. MSGB CONNECTED TO EXISTING I� - SPRINT MASTER GROUND B4R ,.Ji i --"1 f , I Imo^ EXISTING FINAL GROUND '''I _— m LXIS G fl A GRO I GROUND BAR TO EXISTING I EQUIPMENT GROUND RING, .i ' ', , NP. OF 2 1� ', -- NEW SPRINT BBU CONNECTED I J t1 �: - ... __- - TO EXISTING SPRINT MASTER , GROUND BAR %, ;. I I TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. 7. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPUED OR RECOMMENDED BY CABLE MANUFACTURER. 8. WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS SUPPUED OR RECOMMENDED BA CABLE MANUFACTURER. 9. SUPPUED 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 50R SPIAREACONNE TC ONR�NNDTISNG GARS AS REQUIRED, PROVIDING 13. EXPOSED GROUND WIRES TO BE NON METALUC LIQUID TIGHT. SEPARATE .qjj ` +j L t. 4 �ED 90% CD'S z2 °x34• SCALE: 3/8• - ,' -o° EQUIPMENT GROUNDING PLAN 2 z2•x34• 3 /B° - ,• -o° EQUIPMENT GROUNDING PLAN 3 RLS 11'x17' SCALE: 3/18' e 1 -0 2 1 0 2' (INTERN) SCALE: 11'x17• SCALE- 3/16° = 1' -O' 2 1 0 2' (FINAL) THE INFORMATION CONTAINED IN THI5 SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint S 11 Il /l S U Ill G GENERAL DYNAMICS WIRELESS SERVICES ENGINEERING PROJECT INFORMATION: NLT WORK VISION MMBS LUNCH SR 599 SE03XC409 10825 E MARGINAL WAY SOUTH SEATTLE, WA KING COUNTY ISSUE DATE 7 - 31 -1 2 ISSUED FOR: ZONING /PERMITTING REVISIONS REV. DATE DESC IPTON WOIALS A 07/31/12 90% CD'S L1N. 0 09/07/12 1D0% CD'S RLS NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURL: RECEIVED CITY OF TUKWILA SEP 2 0 2012 PERMIT CENTER SHEET TITLE GROUNDING PLAN SHEET NUMBER: E -5 REVISION: 0 1253 -040 'ANTENNA SECTOR 31 (ANTENNA SECTOR 11 EXISTING 1900 MHz SPRINT SPRINT ANTENNA ANTENNA gI I [COAX JUMPER EXIST. CGB zr-- '- -'- -- — "— '-- -- -- '- - ° --' E__— _.— HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FR AND ATTACHED TO GRD BAR CO glA r #10 AWG( �_ iE (ANTENNA SECTOR 21 EXISTING 1900 MHz SPRINT SPRINT ANTENNA ANTENNA EXET_CGB [COAX JUMPER HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FR AND ATTACHED TO GRD BAR DC / FIBER L'; #10 AWG L__—_.--'--'--'—'--"----"--'--'---- '-- "— '-- --- -'- -'— '-- "— '- -(E)�2 AWG -'— "— "— '-- --- "— '-- -- --'1 I � NEW GPS ANTENNA EXISTING UPPER TOWER GROUND BAR EXISTING 1900 MHz SPRINT SPRINT ANTENNA ANTENNA <I NI �I 2' 6I E.E(KoraT COAX JUMPER LEg %10 AWG HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR DC / FIBER EXISTING DEI CABINET EXISTING CABINET #6 AWG WRH WEATHERPROOFING COAX 42 AWG 1 of z rcI �I zl G, of 1,1i 1 NEW IAMBS CABINET EXISTING LOWER TOWER GROUND BAR 42 AWG 0 eo EMMBS CND BAR 42 AWG HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO AT AND ATTACHED TO GRD BAR NEW BBL( CABINET EXISTING /2 AG I I I EXISTING /2 AG GROUNDS TO EXISTING GROUNDS TO EXISTING GROUND RING GROUND RING 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, SPUCES, ETC. ALL GABLE TO GROUND RODS, GROUND RODS SPUCES AND UGHTING 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 2e BENDING RADIUS. 2. ALL EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES SHALL BE CLEANED THOROUGHLY AND COLORED TO MATCH SURFACE WTM (2) TWO COATS OF GALVITE (WHITE) PAINT. OR SILVERBRITE (ALUMINUM). 3. ALL ELECTRICAL & MECHANICAL GROUND CONNECTIONS SHALL HAVE ANTIOXIDANT COMPOUND APPUED TO CONNECTION. 4. GROUND 1LO10 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 a2 AWG SOLID BARE AS REQUIRED. 10. ALL ABOVE GROUND WIRES SHALL BE GREEN JACKETED. ALL GROUND WIRE'S PENETRATING INTO GROUND AND BELgL BE SCUD BARE 1::6., PA RA TE. R PR°V PAC '/O 22'x34' SCALE: NOT TO SCALE 11'x17' SCALE: NOT TO SCALE GROUNDING RISER DIAGRAM 1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Spri nt S11 iv' SU III G GENERAL DYNAMICS WIRELESS SERVICES ENGINEERING PROJECT INFORMATION: NETWORK VISION .MMES LAUNCH SR 599 SE03XC409 10825 E MARGINAL WAY SOUTr SEATTLE, WA KING COUNTY ISSUE DAIE 7 -31 -12 ISSUED FOR: ZONING /PERMITTING REVISIONS REV. CATE DESCRIPTION NI1ALS A 07/31/12 9O% CD'S C 79/07/12 100% CD'S PIE NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICEN'SURE RECEIVED CITY OF TUKWILA SEP 2 0 2012 PERMIT CENTER SHEET TfTLE GROUNDING DETAILS SHEET NUMBER E -6 REVISION': 0 1253 -040 • NOTES: 1. DO NOT INSTALL CABLE DIRECT GROUND WIRE 2. WEATHER PROOFING AS SUPPLIED OR RECOMMENDED r CONNECTOR WEATHERPROOFING KR TYP. ( SEE NOTE 2 `�t GROUND DOWN SHALL RRU r I . `K1 KIT AT A BEND AND ALWAYS TO ANTENNA GROUND BAR. BE ANDREWS. (TIFF & PART NUMBER BY CABLE MANUFACTURER.) TO ANTENNAS TS TOTAL IF UNES PER SECTOR IF THE SITE WA c Rmu arm a 190 I;I 0, WEATHERPROOFING /,,//KIT (TVP.) STANDARD GROUND KR (TYP.) (SEE OEf /3 E -5) . ��. ANTENNA CABLE TO SHELTER (TIP.) ,— ANTENNA GROUND 16 AWG BAR, SIMILAR TO KGROUND7 12 TO 24- INSPECTION WINDOW REQUIRED FOR BUTT CONDUCTOR ALL INTERIOR INSULATION UP EXTERNAL TWO -HOLE AGAINST THE ANTENNA CABLE - - -- - - - -- WEATHERPROOFING KIT ( 2 1/2.0 MAX. TOOTHIFAD CONNECTORS CONNECTOR 3/8'0x1 1/2" BARREL S/S NUT-- S/S LOCK ASHER S/S FLAT TEMPI MEI 1' MIN 1/4• MIN (SEE NOTE 3) 905 CD'S CABLE GROUND KR #:. A"G STRAC.DcD CCFPL^ GROUND WIRE •(GROUNDED TO GROUND BAR) (SEE NOTE 1 & 2) 0 CONNECTION OF CABLE GROUND KIT TO WASHER _ RLS / /� //� ■■■1.. I ANTENNA CABLE l = ∎ =.. CLEAR HEAT lalES; 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2 TWO -HOMED KIT SMALL BE ANDREW SUREGROUND TYPE KIT WITH 3, WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING TAPE KIT, COLD SHRINK SHALL NOT BE USED. , =-' ' =-' SHRINK LEAR TINNED COPPER GROUNDING BAR HEAT SHRINK S/S FLAT WASHER /5 BOLT (1 OF 2) "DO VERIFY THAT THE imam BAR NN EAR NOT DISCONNECT° TAG ON ALL GROUND BAR INTERCONNECTS AND EQUALIZERS GROUND BAR IS TOP OF MONOPOLE, TOWER OR GROUNDED TO THE WAVEGUIDE TOWER OR RING LADDER, TYPICAL COAX GROUNDING 22•x34' SCALE: NOT TO SCALE 11 "x17• SCALE: NOT TO SCALE NOT USED 1 22•x34° SCALE: NOT TO SCALEI -O ANTENNA GROUND BAR 11"x17" SCALE: NOT TO SCALE 2 22 °x34° SCALE. NOT TO SCALE CABLE GROUNDING 11 "x17• SCALE. NOT TO SCALE 3 22 "x34" SCALE: NOT TO SCALE TWO } IDLE LUG 11'x17" SCALE: NOT TO SCALE 4 111 \/� RRU GROUNDS STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION. SIZE AS SPECIFIED GROUND TOWER r LICENSURE RECEIVED CITY OF TUKWILA SEP 2 0 2012 PERMIT CENTER #2 TINNED MOUNTING MEL *PROVIDE NO -OX GREASE AT CONTACT GROUND FROM ANTENNA /RRU SURFACE BETWEEN LUG AND GROUND BAR PIPE 'CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. HYBRID GABLE �GROUNO LEAD - REVISION: 0 r GT `f TYPE GR TYPE TA TYPE ' O I O 0 o000 O O 0 O 0 0 0 0 0 0 0 0 0 o 0 0 0 0000 0 0 0 0 1 EXISTING 4- x12'x1/4" THK., TINNED GROUND BAR & CONNECTIONS. 7YPE VB . * TYPE SS TYPE 115 TYPE HA iL TMPE us TYPE GL TUG TWO -HOLE LUG, BOLTED TO GROUND BAR USING 3/8• -16 x 1 1 /4"STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE. TYP P/1 22x34' SCALE: NOT TO SCALE TYPICAL EXOTHERMIC WELD CONNECTIONS 11 "x17• SCALE: NOT TO SCALE 5 22•x34" SCALE NOT TO SCALE SECTOR GROUND BAR CONNECTIONS 11"x17• SCALE NOT TO SCALE 1.8 HOUSING FOR ELECTRIC CONDUIT PORT #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) NOTE: STRANDED CU WIRE WITH GREEN, *PROVIDE NO GREASE AT CONTACT 600V, SHSPIFWN INSULATION. SURFACE BETWEEN LUG AND GROUND BAR SIZE AS SPECIFIED GROUND BAR ON WALL,— FLOOR OR ON ANTENNA TOWER A■ �. — -� _. MIA GROUND LEADS TO EACH SECTOR GROUND BAR COAX CABLE �--I GROUND LEADS — Gllj = 2 LIQUID TIGHT CONDUIT FOR HYBRID CABLES #8436 2 LIQUID COUP 436 TIGHT NEW MMES CABINEb , 2 LIQUID- TIGHT COUPLING 888711 CONNECT• TO A GROUND NEW BATTERY CABINET �' 2" W/ ADAPTOR I" I'II �� WO iI1CONDUIT 2" RGS A/C 0 o o 000000000..0000000o° 0 OO OO O • • O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OO OOOO o 0 1 _I EXISTING GROUND BAR 7 E CONNECTIONS BAR ' �__ til I #2 AWG STRANDED CU GROUNDING CONDUCTOR JIOTE; CONTRACTOR TO SURROUND COMPLETED CONNECTION W/ WEATHER PROOFING TAPE TO ENSURE WEATHER PROOF CONNECTION. • 2" RGS A/C \ 2• LIQUID TIGHT \COUPLING #88711 / I CONDUIT 2 RGS DC 2" LIQUID • GROUND WE SAOR OF TOWERS OR SHALL USE EXOTHERMIC CONNECTION. MAT ONOPOLES 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 600E CU WIRE OR STRANDED CU WIRE WITH GREEN, 600V, T RE, BUILDING, INSULATION TO ANTENNA STRUCTURE, BUILDING, RING GROUND OR MGB �+ j� spyJ/'��® P,ta ��' `�1TE ,� p /p�� LfIA///yyq��AA!®5:• ' •� %#�� ®VAL *y`. R - �� CONDUIT TO NEW IAMBS TIGHT #8435 CABINET #2 GREEN -------- - - - - -- - - - - -- --------------- - - - - -� EXISTING GROUND RING MGB #2 TINNED BCW RING EXOTHERMIC WELD DIAGRAM MATC LAYOUT ONLY. MAY VARY. 22•x34• SCALE: NOT TO SCALE CABINET GND SCHEMATIC 11'x17• • SCALE: NOT TO SCALE '7 22 "x34" SCALE: NOT TO SCALE C -TAP CONNECTION 11 "x17" SCALE: NOT TO SCALE 8 22x34" SCALE: NOT TO SCALE TOWER MASTER GROUND BAR CONNECTIONS 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 CARRIER SERVICES IS STRICTLY PROHIBITED. Spri nt SI \I111SU III G GENERAL DYNAMICS WIRELESS SERVICES ENGINEERING PROJECT INFORMATION: NETWORK VISION .ML ABS LIUNCI 1 SR 599 SE03XC409 10825 E MARGINAL WAY SOUTH SEATTLE, WA KING COUNTY ISSUE DATE 7-31-12 ISSUED FOR ZONING /PERMIT ZING REVISIONS REV. DATE DESCRPIWN INmALS A 07/31/12 905 CD'S L.W. 0 39/07/12 1005 CD'S RLS NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE RECEIVED CITY OF TUKWILA SEP 2 0 2012 PERMIT CENTER SHEET TITLE GROUNDING DETAILS )SHEET NUMBER E-7 REVISION: 0 1253 -040 Jennifer Marshall From: Bob Benedicto Sent: Thursday, August 01, 2013 9:38 AM To: 'Matteson, Richard (NE)' Cc: Bill Rambo; Jennifer Marshall Subject: RE: Building Permit # D12307 Good Morning Richard, Unfortunately your permit has been expired for five months cannot be reactivated or extended. You will need to re- apply for a new permit. The permit fee for this re application will be based upon the one outstanding inspection required by your permit. Contact the Permit technicians if you have further questions. 206/431 -3670. Bob. From: Matteson, Richard (NE) [ mailto :Richard.Matteson @GDIT.com] Sent: Thursday, August 01, 2013 8:49 AM To: Bob Benedicto Subject: Building Permit # D12307 Importance: High Hello, I am working with Sprint on their 4G upgrade to their wireless facilities and have an existing building permit that expired on 4/2/13. Sprint would like to extend the permit an additional 6 months to coordinate with the construction schedule. What would be the process to extend the permit? Sprint Network Vision Site ID: SE03XC409 Site Name: SR 599 10825 E Marginal Way Seattle, WA 98168 Permit #D12307 Kind regards, Rick Matteson Rick Matteson Construction A/E Coordinator General Dynamics Wireless Services 1000 124th Avenue NE Suite 200 Bellevue, WA 98005 425 - 301 -8145 (cell) richard.matteson(a�gdit.com www.gdwireless.com GENERAL DYNAMICS Wireless Services The information transmitted is intended only for the person or entity to which it is addressed and may contain confidential and /or privileged information. Any review, retransmission, dissemination or other use of, or taking of any action in reliance upon this information by persons or entities other than the intended recipient is prohibited. If you received this in error, please contact the sender and delete the material from any computer." 1 03 -05 -2013 SUSAN BAER 3301 BURKE AV S SEATTLE WA 98103 City of 7`ackkwil Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Permit No. D12 -307 SPRINT 10825 EAST MARGINAL WY S TUKW Dear Permit Holder: 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 04/02/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 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 04/02/2013, 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, r Marshall Technician File: Permit File No. DI2 -307 6300 Southcenter Boulevard, Suite #100 e Tukwila, Washington 98188 e Phone 206-431-3670 • Fax 206-431-3665 • Jennifer Marshall From: Sent: To: Subject: Ms. Marshall, Kelly Lester <klester @vinculums.com> Tuesday, March 12, 2013 1:35 PM Jennifer Marshall RE: D12 -307, Expiration Notice Please update the contact information as follows: Contact person: Office number: Mobile number: Office address: Email address: Kelly Lester (206) 213 -9932 x224 (425) 289 -9230 3301 Burke Avenue North, Ste. 100, Seattle, WA 98103 klester @vinculums.com I will follow up with our client, and contact you with an update. Thank you! Kelly Lester Project Coordinator 1"CULUMS 3301 Burke Ave. N., Ste. 100 Seattle, WA 98103 klester @vinculums.com Office: (206) 213 -9932, Ext. 224 Mobile: (425) 289 -9230 From: Susan Baer [mailto:sbaer @vinculums.com] Sent: Tuesday, March 12, 2013 1:22 PM To: klester @vinculums.com Subject: FW: D12 -307, Expiration Notice From: Jennifer Marshall [mailto: Jennifer .Marshall @TukwilaWA.gov] Sent: Tuesday, March 12, 2013 1:21 PM To: 'SBAER @VINCULUMS.COM' Subject: D12 -307, Expiration Notice Good afternoon Susan, I have attached a copy of a letter which was returned to the City of Tukwila Permit Center. This letter serves as notice that your permit will expire on April 2, 2013 if a final inspection is not conducted or an extension requested. Will you also provide me with an updated mailing address? The address of 3301 Burke Avenue S in Seattle 98103 was returned to us with the following notation "No Such Number." I would like to correct it in our database for future correspondence )ennifer Marshall Permit Technician, City of Tukwila T: 206 431 -3670, F: 206 431 -3665 jennifer .marshallOtukwilawa.gov 2 MSA Architecture & Planning r- 3194 -CI Airport Loop Drive,Costa Mesa CA 92626 949.251.1177 fax• 949 251.1 120 www.nisa- ap.ronr PILE c Py September 14, 2012 Vinculums 3301 Burke Ave. N, Suite 100 Seattle, WA 98103 Attn: Rick Matteson Re: Sprint Site SE03XC409, SR599 We are preparing this structural assessment letter for the above telecommunications site located at 10825 E. Marginal Way S., CODE CREVIEWED F APPROVED ROVED OCT 032012 BUILDING City DIVISION referenced Tukwila, WA98168 Existing antennas are installed on monopole tower on the roof top. Existing cabinets are installed on concrete slab on grade inside chain link fence. The following scope of work is proposed: • Remove (6) (E) panel antennas,(2) per sector • Install (3) (N) panel antennas, (1) per sector. • Install (3) (N) RRUs, (1 per sector. • Remove (1) (E) rectifier cabinet, (1) (E) CDMA cabinet. • Install (1) (N) MMBS -BBU cabinet. • Install (1) (N) MMBS- Battery cabinet. • Remove all (E) unused coaxial cables. The (N) panel antennas will be mounted on (E) pipe mount. There is an interim phase during installation when all (E) & (N) antennas will be at the site. Our structural assessment considers the worst case scenario. Once the (E) antennas are removed the new loading condition will be less severe than existing loading condition. It is our opinion that (E) pipe mounts are adequate to support (N) antennas. It is proposed to remove, (1) (E) rectifier cabinet & (1) (E) CDMA cabinet. It is also proposed to install, (1) (N) MMBS -BBU cabinet & (1) (N) MMBS -battery cabinet. There is an interim phase during installation when both (E) & (N) cabinets will be at the site. Our structural assessment considers the worst case scenario. Once the existing cabinets are removed the (N) loading condition will be similar to existing loadingRECEIVED condition. CITY OF T U K W I L A *1)1D- 307 SEP 2 0 2012 PERMIT CENTEFI NASA. Architecture & Planing 3194 -(7l Airport Loop Drive.Costa Mesa CA 92626 949 251 1177 la\. 949 251 1 120 wow uesu- up. corn The structural assessment /PE certifications completed by MSA on behalf of Vinculums was inclusive of the entire antenna structure, including towers, tower platform, arms and all other aspects of the structure that will support the Sprint Network Vision equipment deployment. Based on above findings, it is our opinion that the existing pipe mounts & concrete slab on grade adequate to support proposed loads & will conform to the requirements of the 2009 International Building Code. Sincerely, LA()LkkA.e. Mike Shewbridge A.1.A. 10451 REGISTERED ARCHITECT MICHAEL J. SHEWBRIDGE STATE OF WASHINGTON Brandon Miles From: Susan Baer < sbaer @vinculums.com> Sent: Wednesday, September 26, 2012 9:50 AM To: Brandon Miles Subject: RE: Sprint: 10825 East Marginal Way S There will be no change in the square footage. Susan Baer Project Coordinator VN,SU LUMS sbaer @vinculums.com Office: 206/213.9932, ext.228 Mobile: 425- 205 -7233 From: Brandon Miles [ mailto :Brandon.Miles@aTukwilaWA.gov] Sent: Wednesday, September 26, 2012 9:42 AM To: 'sbaer@ivinculums.com' Subject: Sprint: 10825 East Marginal Way S Hi Susan- I am the land use planner reviewing the Sprint building permit application at 10825 East Marginal Way South. It looks like the total number of antennas will be reduced. Just so that I have something for the file, will the square footage of the replaced antennas be less than what was removed? If this is the case, then no land use permit would be required. Thanks, Brandon J. Miles, Senior Planner City of Tukwila Department of Community Development (206) 431 -3684 Please note my new email address: Brandon.Miles@Tukwilawa.gov 1 PLAN REVIE • U1NG SLIP ACTIVITY NUMBER: D12 -307 DATE: 09 -20 -12 PROJECT NAME: SPRINT SITE ADDRESS: 10825 EAST MARGINAL WY S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision # After Permit Issued DEPARTMENTS: )�`) Ild1ng D +vlon I� Ilc Works Fire Prevention Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 09- 25-12 Not Applicable Comments: • Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: 16 DUE DATE: 10 -23-12 Not Approved (attach comments) n DATE: Permit Center Use Only . CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeople Pylier Friendly Page • Electrical Contractor A business licensed by L &I to contract electrical work within the scope of its specialty. Electrical Contractors must maintain a surety bond or assignment of savings account. They also must have a designated Electrical Administrator or Master Electrician who is a member of the firm or a full -time supervisory employee. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company WREN CONSTRUCTION INC 4252521282 1410 80Th St Sw #A Everett WA 98203 Snohomish Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 601925797 Active WRENCCI902JK Electrical Contractor 4/12/2010 4/12/2014 General Unused ted Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status WRENCI'002MG WREN CONSTRUCTION INC Electrical Contractor Telecommunications HAGY, DANIEL 7/7/2000 7/7/2012 Expired Electrical Administrator INFORMATION License BURKEJE905BK Name BURKE, JAMES E Status Active Business Owner Information Name Role Effective Date Expiration Date MCGOWAN, PATRICK J Agent 04 /09/2012 Bond Amount WREN CONSTRUCTION, INC Member 04 /09/2010 9807145 HAGY, DANIEL Vice President 04 /09/2010 BONSEN, RANDY President 04 /09/2010 04/09/2012 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 Lexon Ins Co 9807145 06/01/2011 Until Cancelled $4,000.00 05/04/2011 1 COLONIAL AM CAS & SURETY OF MARYLAND LPM4052913 06/01/2000 Until Cancelled 06/12/2011 $4,000.0004/12/2010 Assignment of Savings Information No records found for the previous 6 year period Insurance Information No records found for the previous 6 year period Summons /Complaint Information Summons and Complaints are not filed with the department for this contractor type Warrant Information Warrants are not filed with the department for this contractor type Infractions /Citations Information Infraction / Citation Date RCW Code Type Status Violation Amount ESTRL00892 4/20/2011 19.28.271 RCW ELECTRICAL CITATION Satisfied $250.00 https://fortress.wa.gov/lni/bbip/Print.aspx 10/04/2012