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HomeMy WebLinkAboutPermit D17-0092 - SPRINT - ROOFTOP ANTENNASSPRINT 5301 SOUTHCENTER BLVD EXPIRED 01/14/18 D17-0092 Parcel No: Address: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov DEVELOPMENT PERMIT 1157200140 5301 SOUTHCENTER BLVD Project Name: SPRINT Permit Number: D17-0092 Issue Date: 7/18/2017 Permit Expires On: 1/14/2018 Owner: Name: Address: PK PROPERTIES LLC PO BOX 571, BLACK DIAMOND, WA, 98010 Contact Person: Name: AMANDA NATIONS Address: 650 S ORCAS ST - SUITE 103 , SEATTLE, WA, 98108 Contractor: Name: MASTEC NETWORK SOLUTIONS INC Address: 22263 68 AVE S , KENT, WA, 98032 License No: MASTENS863JS Lender: Name: SPRINT Address: 6200 OVERLAND PKWY , KANSAS CITY, KS, Phone: (206) 778-1548 Phone: (253) 370-8961 Expiration Date: 4/10/2018 DESCRIPTION OF WORK: REPLACEMENT OF (3) PANEL ANTENNAS, ADDITION OF (5) RRU'S, (2) FILTERS. (2) HYBRID CABLES, AND.(4) POWER CILINDERS ON EXISTING ROOFTOP WIRELESS COMMUNICATION FACILITY Project Valuation: $20,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $840.75 Occupancy per IBC: U Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: VP1Dater -1 6. V1 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agr- - . the condi ions attached to this permit. Signat a , �il moi/ Date: Print Name: This permit shall become null and void if the wor is not commenced wi in 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from t - last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: Install an EMERGENCY POWER OFF (EPO) switch in a clearly visible, readily accessible location. The switch must shutdown ALL primary and battery backup power. 10: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 8: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 9: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the a need for placement away from normal paths of travel. (IFC 906.5) 11: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 12: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 13: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL O CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.Tukwi IaWA.gov Building Permit No. b 1%1^ 0 0 2 Project No. Date Application Accepted: 11-1 — 7 Date Application Expires: 10^k ti( -1 7 (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 King Co Assessor's Tax No.: 1157200140 Site Address: 5301 Southcenter Blvd Tenant Name: Sprint Suite Number: PROPERTY OWNER Name: Amanda Nations Address: Name: PK Partnership City: Seattle State: WA Zip: 98108 Cit': Seattle State: WA Address: PO Box 571 Phone: (206) 778-1548 Fax: Zip: 98108 City: Black Diamond State: WA Zip: 98010 CONTACT PERSON — person receiving all project communication Name: Amanda Nations Address: Address: 650 S Orcas Street, Suite 103 City: Seattle State: WA Zip: 98108 Cit': Seattle State: WA Zip: 98108 Phone: (206) 778-1548 Fax: Zip: 98108 Email: amanda.nations@taec.net Phone: GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: Architect Name: Vlad Diaconu City: Seattle State: WA Zip: 98108 Address: 650 S Orcas Street, Suite 103 City: State: Zip: 98108 Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:Wpplications\Forms-Applications On Line\2011 Applications\Pennit Application Revised - 8-9-1I.docx Revised: August 2011 • bh New Tenant: Floor: ❑ Yes m ..No ARCHITECT OF RECORD Company Name: Technology Associates EC Company Name: Technology Associates EC Architect Name: Vlad Diaconu City: Seattle State: WA Zip: 98108 Address: 650 S Orcas Street, Suite 103 Email: vlad.diaconu@taec.net City: Seattle State: WA Zip: 98108 Phone: Fax: Email: vlad.diaconu@taec.net ENGINEER OF RECORD Company Name: Technology Associates EC Engineer Name: Vlad Diaconu Address: 650 S Orcas Street, Suite 103 City: Seattle State: WA Zip: 98108 Phone: Fax: Email: vlad.diaconu@taec.net LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: NI* S ?.-1 ki Address: (9706 GV ,p w Zip: City: u`T S CLi State: yds Page 1 of 4 BUILDING PERMIT INFORMATION - — ▪ 206-431-3670 Valuation of Project (contractor's bid price): $ 20,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): replacement of (3) panel antennas; addition of (5) RRUs, (2) filters, (2) hybrid cables, and (4) power cylinders on existing rooftop wireless communication facility Will there be new rack storage? ❑ Yes m.. 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): 23,800 Floor area of principal dwelling: N/A• Floor area of accessory dwelling: NA *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: 0 Compact: 0 Handicap: 0 Will there be a change in use? 0 Yes Z No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers ❑ Automatic Fire Alarm I None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 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 O On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: ApplicationsWomts-Applications On Line \2011 Applications\Pennit Application Revised - 8-9-11.docx 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 1st Floor rd Floor 3'd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 23,800 Floor area of principal dwelling: N/A• Floor area of accessory dwelling: NA *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: 0 Compact: 0 Handicap: 0 Will there be a change in use? 0 Yes Z No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers ❑ Automatic Fire Alarm I None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 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 O On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: ApplicationsWomts-Applications On Line \2011 Applications\Pennit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District 0 ...Tukwila ❑ ...Sewer Use Certificate 0 .. Highline ❑ ...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond 0 .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way Non Right-of-way ❑ ...Total Cut ❑ ...Total Fill ❑ ...Sanitary Side Sewer ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) 0 .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone 0 .. Storm Drainage ❑ .. Abandon Septic Tank ❑.. Curb Cut ❑ .. Pavement Cut 0 .. Looped Fire Line ❑...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public 0 ❑ ...Water Main Extension Public 0 0 .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation 0 .. Utility Undergrounding WO ft WO ft WO # 0 ...Deduct Water Meter Size Private 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line 0 ...Water 0 ...Sewer Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) 0 ...Sewage Treatment Mailing Address: Day Telephone: City State Zip Water Meter. Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING Q ER OR AUT RIZ AGENT: Signature: Date: Q�y� Print Name: ' . '' ` ' Q ND,t ‘ O1.1S Day Telephone: Mailing Address: \ -0 3 Q C 163 SO -K-1" w Pc 1 E 1(Y$ City / State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Pennit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of. Tukwila Receipt Number R11933 DESCRIPTIONS ACCOUNT PermitTRAK , QUANTITY PAID $521:01 D17-0092 Address: 5301 SOUTHCENTER BLVD . Apn: 1157200140 $521.01 DEVELOPMENT $496.41 PERMIT FEE R000.322.100.00.00 0.00 $491.91 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $24.60 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTAL FEES PAID BY RECEIPT: R11933 $24.60 $521.01 • Date Paid: Tuesday, July 18, 2017 Paid By: TECHNOLOGY ASSOCIATES EC Pay Method: CHECK 23085 Printed: Tuesday, July 18, 2017 10:33 AM 1 of 1 CirtMVSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $319.74 $319.74 $319.74 $319.74 $319.74 D17-0092 Address: 5301 SOUTHCENTER BLVD Apn: 1157200140 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R11269 R000.345.830.00.00 0.00 Date Paid: Friday, April 14, 2017 Paid By: TECHNOLOGY ASSOCIATES EC INC Pay Method: CHECK 22623 Printed: Friday, April 14, 2017 8:09 AM 1 of 1 CRSYSTEMS Technology Associates Headquarters 3115 Melrose Drive Suite 110 Carlsbad, CA 92010 Tel (760) 765-5275 www.taec.net Structural Calculations For SE35XC001 Thorndyke Antenna Upgrade REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2017 City of Tukwila BUILDING DIVISION CIT OF TUKWILA APR 14 2017 PERMIT CENTER Technology k Associates EXECUTIVE SUMMARY The purpose of this report was to provide a structural analysis for the replacement of (3) antennas and the addition of (5) pieces of radio equipment with (3) filters. This report was commissioned by Sprint Wireless. The site is located at 5201 Southcenter Blvd., Tukwila, WA 98188. Applicable codes: • International Building Code 2015 • • City of Seattle Design Provisions • • Washington State Building Code 2015 • TIA/EIA-222G • ASCE/SEI 7-10 Design Criteria Seismic Zone: D • • Ss: 1.468g; 51: 0.548g • Wind Speed: 110 MPH • Exposure Category C • Risk Category: II Headquarters 3115 Melrose Drive Suite 110 Carlsbad, CA 92010 Tel (760) 765-5275 www.taec n et Technology ' Associates Existing Loading Configuration Elevation Sector Carrier Appurtenance 35' 01° Sprint (1) ET -X -M -18-65-8P (1)RRH-V3 (1) 2.5GHz Filter (1) APXVRR13-C-A20 (1) 1900 MHz RRU 35'110° B Sprint (1) ET -X -M -18-65-8P (1) RRH-V3 (1) 2.5GHz Filter (1) HBXX-9014DS-A2M (1) 1900 MHz RRU 35' 270° Sprint (1) ET -X -M -18-65-8P (1) RRH-V3 (1) APXVRR13-C-A20 (1) 1900 MHz RRU Proposed Loading Configuration Elevation Sector Carrier Appurtenance 35'01° A Sprint (1) ET -X -M -18-65-8P (1) RRH-V3 (1) 2.5GHz Filter (1) KMW ETCR-6541L12H6 (2) 800 MHz RRU (1) 800 MHz Filter 35' B 110° Sprint (1) ET -X -M -18-65-8P (1) RRH-V3 (1) 2.5GHz Filter (1) APXVERRI8-C-A20 (1) 800 MHz RRU (1) 800 MHz Filter 35' G 270° S print p (1) ET -X -M -18-65-8P (1) RRH-V3 (1) 2.5GHz Filter (1) KMW ETCR-6541L12H6 (2) 800 MHz RRU (1) 800 MHz Filter All proposed loading and geometry has been obtained from the structural report provided by Integrated Design Engineers, dated 03/28/20014. It is assumed that the current existing roof conditions are consistent with the existing structural report produced by Integrated Design Engineers. Headquarters 3115 Melrose Drive Suite 110 Carlsbad, CA 92010 Tel (760) 765-5275 www.taec.net Technology Associates The contractor must verify all dimensions, materials, elevations, equipment specifications, and other assumptions in this analysis before installation. Any discrepancies in the assumptions may invalidate this report and are subject to further review. CONCLUSIONS AND RECOMMENDATIONS By engineering analysis and comparison, the existing antenna mounting system and roof structure is capable of supporting the existing and final equipment loading without causing an overstress condition. DISCLAIMER OF WARRANTIES The engineering services rendered by TAEC in connection with this design are limited to the analysis and capacity of its members. TAEC does not analyze the fabrication and quality of construction, except as included in this report. TAEC makes no warranties, expressed or implied, in connection with this report and disclaims any liability arising from material, fabrication, and construction of this structure. TAEC will not be responsible whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this report. The maximum liability of TAEC pursuant to this report will be limited to the total fee received for preparation of this report. Headquarters 3115 Melrose Drive Suite 110 Carlsbad, CA 92010 Tel (760) 765-5275 www.taec.net Search Results for Map Page 1 of 1 ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Contact Search Results nal Query Date: Wed Jan 25 2017 Latitude: 47.4646 Longitude: -122.2676 ASCE 7-10 Windspeeds (3 -sec peak gust in mph7: Risk Category 1:100 Risk Category I1: 110 Risk Category III -N: 115 MRI" 10 -Year: 72 MRI"' 25 -Year. 79 MRI" 50 -Year. 85 MRI" 100 -Year: 91 ASCE 7-05 Windspeed: 85 (3 -sec peak gust in mph) ASCE 7-93 Windspeed: 70 (fastest mile in mph) -Maes per hour ''Mean Recurrence Interval Users should consun with local building oRciela to determine II there are communGy.Specitic wind speed requirements that govern. I�. 1=3 Print your results fektron Seebeck Cis) fieierori •IW .rru.n. r lo. Y.?� RotheII Poalab0 Ka 1. I Redmond Bmnbilged 121a6d Seattle. /' pqi `Bremertont� y •� kIssaquah ptsi Seal ae rti 0 Tacoma LnFcnvotR Puve up svt Kenn Snoqua,nr DtMUTY (ED vicea Map damiltgOeSsPoogile WINDSPEED WEBSITE DISCLAIMER While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the windspeed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the goveming building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed load report. Sponsored by the ATC Endowment Fund • /wolfed Technoloav Council • 201 Redwood Shores Parkway, Suite 240 • Redwood City, California 94065 • (650) 595-1542 http://windspeed.atcounci 1.org/index.php?option=com_content&view=article&id=10&dec... 1/25/2017 1125/2017 Design Maps Summary Report "(JSGS Design Maps Summary Report User -Specified Input Report Title Seismic Design Summary Wed January 25, 2017 23:52:23 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.46465°N, 122.26758°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/111 .sem _ BASE 1 . RtN�♦ IO�Ni ,i ssaquali - - / // I4 N! , Y ..• .. . � E3Ui'iE ! VaIshoi y I, TA COLO 1 it //, AIRPORT !1/ `' (Des Moine% 11 USGS-Provided Output Ss = 1.468 g S1 = 0.548 g SM5 = 1.468 g SMI = 0.823 g ,Kent F Maple Valley . 71\o_ C Sos = 0.979 g SDI = 0.548 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. NICER Response Spectrum 1.65 1.10 1.50 1.00 1.35 0.90 1.20 0.80 1.05 0.70 0.90 C, 0.60 V y, IA 0.75 0.50 0.60 0.40 0.45 0.30 0.30 0.20 0.15 0.10 0.00 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 Period, T (sec) 2.00 Design Response Spectrum 0.00 0.20 0.40 0.60 0.80 1.00 1.20 Period, T (sec) 1.40 1.60 1.80 2.00 Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. htipJ/earthquake.usgs.gov/designmaps/us/summary php?template=minimal&latitude=47.464648&lorgitude=-1222675848.=natioss=3&riskcategory=0&edition=... 1/1 Technology'` Associates Project Information Site #: SE3SXC001 Date: 3/13/2017 Site Name: Thorndyke Design by: SD TIA-222-G/ASCE 7-10 Wind Loading Wind speed v= 3 sec Gust w/ice Vice= Design ice thickness t;= Escalated ice thickness t;= Gust Effect Factor GH= Wind Direction Factor Kd= Structure Class/Risk Cat. Exposure Category Avg. Equipment/building Height h= Velocity Pressure Coefficient. K,= Topographic Coefficient K„= Wind Importance Factor Lind. Wind +Ice Importance Factor Velocity Pressure q= 110 30 0.25 0 0.85 0.85 mph (3 -sec gust) Annex B (ASCE Figure 26.5-1A) mph Annex inches Annex inches C 35.00 1.01 1.00 1.00 1.00 26.59 feet Section 2.6.7& 2.6.9 (ASCE 7-10 , Section 26.9.1) Table 2-2 ( ASCE Table 26.6-1) Table 2-4 ( ASCE Table 29.3-1) Table 2-5 ( ASCE Figure 26.8-1) psf Velocity Pressure, q, =0.00256*K, * K *Kd •V2 *! Appurtenance Loading Description CaAa w/ no ice (ft2) CaAa w/ ice (ftz) Weight(Ib) Wind pressure Front Face Forces (ib) Side Face Forces (Ib) CL (feet) Front Side Front •Side no ice w/ ice q, * GH no ice w/ ice no ice w/ice Ericsson APXV9ERR18-CA20 35 8.02 5.29 8.42 5.70 50.00: 50.09 22.60 181 14 119 10 800MHz RRU 35 1.65 2.31 1.77 2.45 59.50 59.67 22.60 37 3 52 4 loft 3 STD Pipe Mount 35 3.50 3.50 4.02 4.02 75.80 75.82 22.60 79 7 79 7 KMW ETCR-654L12H6 35 15.72 4.61 16.19 5.00 38.50 38.64 22.60 355 27 104 8 Sprint ESTER 2.5G Radar Filter 35 0.80 0.32 0.89 0.39 22.00 22.02 22.60 18 1 7 1 Samsung 2.5 GHz RRH 35 2.66 1.42 2.82 1.55 71.82 71.94. 22.60 60 5 32 3 KMW ETX-WM-18-65-8P 35 6.66 2.20 6.99 2.48 47.00 47.06 22.60 151 12 50 4 Technology'' Associates ASCE 7-10 Seismic Design Project Information Site 4: SE35XC001 3/13/2017 Site Name: (Date: Thorndyke Design by: SD 0.2s Spectral Response Acceleration 5,= 1.0S Spectral Response Acceleration 51= Site Coefficient Per Ss and Site Class Fa Site Coefficient Per 51 and Site Class Fr Short period Mapped MCER, F, * S, Spa= 1s period Mapped MCER. F„ " Si SMI= Design Spectral Acceleration at short period, 2/3 * SMS Su:= Design Spectral Acceleration at is, 2/3 `SMs Soi= Per ASCE 7-10 Chapter 13 Component Amplification Factor ap= Component Importance Factor to Component Operating Weight Component Response Modication Factor Rp Height in Structure at point of attachment of component z= Average roof height of structure h= Seismic Design Force: Fp = (0.4ap5DsWp)/Rp/Ip•(1+2z/h) Fp= Max. Seismic Design Force: Fpmax= 1.6SDSIpWp Min. Seismic Design Force: Fpmin = 0.3SDSIpWp 1.468 0.548 1.000 1.500 1.468 0.822 0.979 0.548 g USGS Java Motion Calculator g USGS Java Motion Calculator IBC 2015 Table 1613.3.3(1) IBC 2015 Table 1613.3.3(2) g IBC 2015 Equation 16-37 g IBC 2015 Equation 16-38 g IBC 2015 Equation 16-39 g IBC 2015 Equation 16-40 1.00 1.50 Wp 2.50 35.00 47.00 0.585 2.349 0.661 ASCE 7-10, Table 13.6-1 ASCE 7-10, Section 13.1.3 ASCE 7-10, Table 13.6-1 ft ft Wp ASCE 7-10 Eq. 13.3-1 Technology `' Associates Lateral Loads: Wind Velocity Pressure: Project: SE35XC001 Date: 03-13-2017 By: SD Attached Mast Analysig qz= 26.59 psf Frame members drag Cf:=1.4 coefficient: Gust Effect Factor: GH:=0.85 qz .=g2•Cf.GH=31.65 lb Equipment Loads: (arranged 1 thru 7) Equipment Front (Ib) Side(Ib) Weight no ice(Ib) Ericsson APXV9ERR18-CA20 181.37 119.46 50.00 800MHz RRU 37.30 52.22 59.50 10ft 3 STD Pipe Mount 79.11 79.11 75.80 KMW ETCR-654L12H6 355.43 104.11 38.50 Sprint 8T8R 2.5G Radar Filter 18.08 7.18 22.00 Samsung 2.5 GHz RRH 60.19 32.16 71.82 KMW ETX-WM-18-65-8P 150.52 49.82 47.00 Seismic Response Coefficient: I Cs= 0.661 Cs 0.661 wp Spectral Design ! SDs= 0.979 g Accelerations: !SDI"' 0.548 g I. ft2 7117 SW Beveland St. Suite #101 Tigard, OR 97223 Tel. (971) 245-3120 Technology Associates Project: SE35XC001 Date: 03-13=2017 By .SD 7117 SW Beveland S - Suite.44101 Tigard, OR 97223 Tel . (971) 295-3120 • Typical Antenna Connection Detail` Technology'`;:. Associates Parapet Walls Sector Alpha/ Gamma (Viewed from Front) S/ed Mount • Sector Beta (Viewed from. Front) • Project: SE35XC001 Date: 03-13-2017 By: SD Layout 7117 SW Beveland St. Suite #101 Tigard, OR 97223 Tel. (971) 255-3120 ETCR Antenna + (2) 800 Wind, :=F4+2 F2+F5+F3=527 ib MHz RRU + Filter + Mount Pipe: 2.5 GHz Antenna + RRU Wind2:=F7+ F6+F3 = 290 lb + Mount Pipe: 2.5 GHz Antenna + RRU W2nd3:=F7+F6+F3=290 lb + Mount Pipe: APXV9 Antenna + 800 MHz Wind4:=F1+F2+F3+F5-316 lb + Filter + Mount Pipe Check Antenna Mast: Lateral Loads: Component Mass (w/ proposed loading): Seismic Vertical Component: Seismic Horizontal Component: WW:=W4+2 W2+W5+W3=255 lb Ev:=0.2•SDS•Wn=50 lb p:=1.0 Q :=CS•W1,=169 lb EH:=p•QF=169 lb Technology's Associates Project: SE35XC001 Date: 03-13-2017 By: SD 7117 SW Beveland St. Suite #101 Tigard, OR 97223 Tel . (971) 245-3120 Design Wind Force: Ww:=qZ.-31.6 ib ft2 Component Wind Force: F,,,:= Qf •Windi=627 lb 9z if (Fw>EH, "Wind Controls", "Seismic Controls"="Wind Controls" Antenna Mast: Eccentricity: Moment Values: 3 Std Pipe Mount e:=6 in Windy • 4 f t MI — —527 4 Bending due to Weight: MD := Wp • e= 128 ib • ft M„:=M1 + 1.2 MD= 680 lb • ft Flexural Strength: 4M,, := 5.75.103 • ib • ft (AISC Table 3-15) Axial Load: P„:= 1.2 • Wi = 306 ib Effective Length Factor: K:= 1.0 (AISC C -A-7.1) Effective Length: KL := 4 ft Radius of Gyration: r=1.17 in Gross Area: A9 := 2.07 in2 Yield Strength: Fy:=35 ksi Available Critical Stress: Axial Strength: KL =41 r .011,.:= 28.9 ksi 4P,, := 4Fc,. • A9 = 59823 lb (AISC Table 4-22) Technology' " ;.. Associates AISC Equations H1 -la and H1 -lb :. Existing Pipe Mounts are sufficient to support the proposed loading. Project: SE35XC001 Date: 03-13-2017 By: SD DCR:= l if Pu>0.2 OPn 11 Pu +8• Mu 11 0Pn 9 q5Mn• also if " < 0.2 OPn II 1Pt, 9 I(8 Mu. 1 II 2 OPn 8 l9 OM„, else 7117 SW Beveland St. Suite #101 Tigard, OR 97223 Tel. (971) 245-3120 s 1=0.121 if (DCR < 1.0, "OK", "N.G.") = "OK" Bolt Connection TQ Assume 1/2" dia A307 Anchors as conservative Parapet Wall: approach Number of Bolts per Line: Nb:= 2 Bolt Diameter: Shear Per Bolt: Allowable Shear Strength Per Bolt: Allowable Tension Strength Per Bolt: Bolt Spacing: Tension: db:= 2in 1.2 W F,; := 1' —153 lb Nb Or„u:= 3.98 -103 • lb (AISC Table 7-1) 4rnt:=6.63 (103 •lb) (AISC Table 7-2) s:=4 ft Windt Ft := —263.6 lb 2 Force Interaction: Int := Ft + F„-0 078 4 r, CbrTIV. if (Int < 1.0 , "OK" , "N.G") = "OK" No information was provided for the cmu wall, therefore with such small lateral loads the wall is okay by inspection. Technology Associates Include « Project: SE35XC001 Date: 03-13-2017 By: SD 7117 SW Beveland St. Suite #101 Tigard, OR 97223 Tel. (971) 245-3120 Ballasted Sledmount Analysis C:\Users\jeremiah:donart\Documents\Structural\Roof Top Analysis\Sprint\SE35XC001 Thorndyke\Analysis \Attached Antenna Check.mcdx Sled Mount Detail *As conservative measure apply all loading at the tip of the 3"Pipe Mounts 4.1 *Sketch provided IDE u lG 6/ *Sketch provided IDE F:=Windt = 527 lb Al,,:=F•7 ft= 3.691.103) lb•ft Wp = 255.3 lb TechnologyAssociates Antenna Mast: Project: SE35XC001 Date: 03-13-2017 By: SD 3 Std Pipe Mount 7117 SW Beveland St. Suite #101 Tigard, OR 97223 Tel. (971) 295-3120 Flexural Strength: bMn:= 5.75.103 • lb • ft (AISC Table 3-15) Axial Load: P :=1.2 • Wp = 306 ib Effective Length Factor: K:= 1.0 (AISC C -A-7.1) Effective Length: KL := 7 ft Radius of Gyration: r:=1.17 in Gross Area: Aa := 2.07 int Yield Strength: FY. -35 ksi KL =72 Available Critical Stress: g5Fc,.:= 24.2 ksi (AISC Table 4-22) Axial Strength: OP„ :=OF0.•A9=50094 ib AISC Equations H1 -la and H1 -1b DCR:=. if P„ >0.2 11=0.645 OPS: IIP„+8•M,e Ii qPn .. 9 qSMn also if P„ <0.2 ,Pn, 1P„ +9•I(8 M„ i 2 OPn 8 \ 9 4•Mp :. Existing Pipe Mounts are sufficient to support the if (DCR < 1.0 , "OK” , "N.G.") = "OK" proposed loading. Technology :a Associates Check Sledmount:for Overturning: (22) 8x8x16 CMU Blocks on. each side of the sled. F1:=F, +F7+F5 350 lb F2;=,3 •F3=237 lb F2+F6=97 ib F4 := 704 lb.. . Project: SE35XC001 Date: 03-13-2017 By SD 7117 SW Beveland St Suite #101 Tigard, OR 97223 Tel. (971) 245-3120 *Sketch provided IDE Overturning .Moment: MOT:= 0.6 (F1.9 5 ft+F2.6 ft'+F3.4 ft) = (3.083 .103 ib • ft Resisting Moment: MR; =F4.8 ft := (5.632.103) ,ib • ft Factor of Safety Against • FSot MR 1.827 Overturning. MOT if (FS,G>,1.33 "OK" "N.G.') = "OK„ Technology Associates Check Sledmount for Sliding: Project: SE35XC001 Date: 03-13-2017 By: SD 7117 SW Beveland St. Suite #101 Tigard, OR 97223 Tel. (971) 245-3120 Frame Weight: fr:=200 lb Total Equipment Weight: Equip :=W1+W2+3 W3+W5+W6+W7=478 ib' Total CMU Block Weight: cr/2U := 2 F4 =1408 lb Total Weight: W:=fr+Equip+emu =2086 lb Total Wind Load: Wind= F1+F2+F3=685 lb Assumed coefficient of µ:= 0.6 Friction: Factor of Safety Against FSs1:= µ. W —1 827 Sliding: Wind if (FS,/ >1.2, "OK" , "N.G.") = "OK" R).\ Y iC't''� 1 'v 7�• Crif ::achanicai LJ E!ectrlcai � iurnbin Ig Cas • ng Ciy of Tu.'v B .k 11 Fl1(:I.. Div!' v v v rint®) Know whats below. CALL before you dig. DIG ALERT CALL AT LEAST TWO WORKING DAYS BEFORE YOU DIG WASHINGTON STATE CODE COMPLIANCE: ALL WORK AND MATERIALS SHALL BE PREFORMED 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. THE WASHINGTON STATE BUILDING CODE IS COMPRISED OF THE MODEL CODE EDITIONS BELOW WITH WASHINGTON STATE AMENDMENTS: - 2015 INTERNATIONAL BUILDING CODE • 2015 INTERNATIONAL RESIDENTIAL CODE - 2015 INTERNATIONAL MECHANICAL CODE - 2015 INTERNATIONAL FIRE CODE - 2015 UNIFORM PLUMBING CODE - 2015 IECCIWASHINGTON STATE ENERGY CODE • LOCAL CODES AND AMENDMENTS FCC NOTE: THIS WIRELESS COMMUNICATION FACILITY COMPLIES WITH FEDERAL STANDARDS FOR RADIO FREQUENCY IN ACCORDANCE WITH THE TELECOMMUNICATION ACT OF 1996 AND SUBSEQUENT AMENDMENTS AND ANY OTHER REQUIREMENTS IMPOSED BY STATE OR FEDERAL REGULATORY AGENCIES. CODE BLOCK APPROVAL DESCRIPTION: SIGNATURE DATE SITE ACQUISITION MANAGER T-2 GENERAL NOTES CONSTRUCTION MANAGER GENERAL NOTES A-1 ASE MANAGER A-2 ENLARGED SITE PLAN PLANNING CONSULTANT A-3 ANTENNA PLANS RF MANAGER ELEVATIONS A-5 RF ENGINEER A-6 ANTENNA DETAILS PROPERTY OWNER A-7 DETAILS SPRINT REPRESENTATIVE GROUNDING PLAN AAV MANAGER GROUNDING DETAI A RVIEVIODt SIGNATURE BLOCK THORNDYKE SE35XC001 ROOF TOP 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 KING COUNTY LATITUDE: 47° 27' 52.7328" N (47.464648) LONGITUDE: 122° 16' 3.3024" W (-122.267584) PNW MARKET VICINITY MAP SPRINT PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY, THE PROJECT CONSISTS OF: • REMOVE (9) EXISTING PANEL ANTENNAS 8 REPLACE WITH NEW (9) PANEL ANTENNAS - INSTALL (5) NEW RRUa -INST w60-10313AT/ONF4TER..... INST - INST - INST L 12) NEW HYBRID CABLE REVISIONS L(2) Plifeliffitf5s shill 1:o made to the ;con( L (2) NEW FIBF,� YLIND R I V SA.! ii a.1/ithoz;i p.pprovvl ni I uk1.vIIa 6114' fing- D vi ion I Asn-fr-. r .: \„:,1_ r,-.„ arPRO:4ECTIIDESCRI:PTION : f i :;: STARTING FROM SEATTLE -TACOMA INTERNATIONAL AIRPORT: 1. START OUT GOING NORTH. 2. TURN RIGHT. 3. TURN LEFT. 4. TURN SLIGHT LEFT ONTO AIRPORT EXPY. 5. MERGE ONTO WA -518 E TOWARD I-5A-405/SEATTLE/TACOMA 8. TAKE THE 51ST AVE S EXIT TOWARD SOUTHCENTER PKWY. 7. TURN LEFT ONTO 51ST AVE S. e. TURN RIGHT ONTO S 151ST ST. 9, TAKE THE IST RIGHT ONTO 52ND AVE S. 10. TURN LEFT ONTO SOUTHCENTER BLVD. 11. 5201 SOUTHCENTER BLVD, TUKWILA, WA 98188, 5201 SOUTHCENTER BLVD IS ON THE RIGHT. DRIVING DIRECTIONS ENGINEER: TECHNOLOGY ASSOCIATES 817 8th AVENUE SOUTH SEATTLE, WA 08104 CONTACT: VLAD DIACONU PHONE: (218) 375.23:0 EMAIL: Y1ad.diaconu@taac.nat SITE ACQUISITION PROJECT MANAGER: TECHNOLOGY ASSOCIATES 817 8th AVENUE SOUTH SEATTLE, WA 98104 CONTACT: BARB CHANEY PHONE: (208)310-0477 EMAIL: barbare.chaneyQteeanet CONSTRUCTION MANAGER: SPRINT CONTACT: JAN SOMERS REGIONAL SITE DEVELOPMENT PHONE: (425) 278.7681 RF MANAGER: SPRINT CONTACT: SCOTT GERDTS PHONE: (425) 278-7581 EgY.L. COPY' "‹ 1 � Sprint) Plan review approval is subject to errors and orr€ scicr Permit No. Approval of cons6i cation documents doss not ai dho� 7� Ni the violation of any adopted code or ordinance. Recd ,74PLANS PREPARED BY: of approved Fid Copy and •n +ns is nowledgc 1: B Date: Citi -o Tukwila BUILDING DIVISION SHEET NO: DESCRIPTION: T-1 TITLE SHEET T-2 GENERAL NOTES T-3 GENERAL NOTES A-1 OVERALL SITE PLAN A-2 ENLARGED SITE PLAN A-3 ANTENNA PLANS A-4 ELEVATIONS A-5 ELEVATIONS A-6 ANTENNA DETAILS A-7 DETAILS G-1 GROUNDING PLAN GROUNDING DETAI A RVIEVIODt C jo � NCE OMPL C OMMPIA [ APPROVED 8 2011 JUN 2 . v.) Pf--- SHEET I ity of Turli DING DIVISIO APPLICANT: SPRINT CONTACT: JAN SOMERS REGIONAL SITE DEVELOPMENT PHONE: (425) 278.7581 RECEIVED CITY OF TUKWILA PROPERTY INFORMATION: PROPERTY OWNER: P K PARTNERSHIP ADDRESS: P.O. BOX 571 BLACK DIAMONDWA w98010 PROPERTY pawn' CENTER 253-804.6840 APR 14 2011 CONTACT: PH: ZONING CLASSIFICATION: CONSTRUCTION TYPE: OCCUPANCY: JURISDICTION: CURRENT USE: PRO--- •USE: 1157 PROJECT TEAM ERS: REGIONAL COMMERCIAL MIXED USE • RCM IlA U CITY OF TUKWILA UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY PROJECT SUMMARY TechnologyAssociates PNW MARKET OFFICE 617 8TH AVENUE SOUTH SEATTLE, WA 98104 PROPRIETARY INFORMATION THE INFORMATION CONTAINED N THIS SET OF DRAWINGS IS PROPRIETARY a CONGa)EN11,LL TO SPRINT ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO SPRINT IS STRICTLY PROHIBITED PROJECT INFORMATION: THORNDYKE SE35XC001 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 REVISIONS REV. DATE DESCRIPTION 8Y A 03/13/2017 ISSUED FOR 90% CD REVIEW JCC 03/24/2017 ISSUED FOR 100% CD CMB 3, 1 I EXPIRES 11 SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 GENERAL CONSTRUCTION NOTES 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: OWNER - SPRINT SUBCONTRACTOR- CONTRACTOR (CONSTRUCTION) 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND SPRINT PROJECT SPECIFICATIONS. 3. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT / ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES, GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 6. UNLESS OTHERWISE, THE WORK SHALL INCLUDE FURNISHING, MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7. PLANS ARE NOT TO BE SCALED, THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO BE FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT 15 CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WTH THE WORK. DETAILS ARE INTENDED TO SHOWN DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ARCHITECT/ ENGINEER PRIOR TO PROCEEDING WITH WORK. 8. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE SPACE FOR APPROVAL BY THE ARCHITECT / ENGINEER PRIOR TO PROCEEDING. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLES. 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. SUBCONTRACTOR SHALL KEEP AREA CLEAN. HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. SUBCONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWING PRIOR TO THE BEGINNING CONSTRUCTION. 15. SUBCONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 18. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BY REPAIRED AT THE SUBCONTRACTORS EXPENSE TO THE SATISFACTION OF THE OWNER. 17. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR 70 THE START OF CONSTRUCTION. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND SUBCONTRACTORS TO THE SITE AND / OR BUILDING. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 20. THE GENERAL CONTRACTOR SHALL MAINTAIN, IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 21. THE GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A TO 2-A-10B:C AND SHALL BE WITHIN 75 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ARCHITECT / ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE, BUT NOT BE LIMITED, TO: A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY. D) TRENCHING & EXCAVATION. 23. ALL EXISTING INACTIVE SEWER WATER, GAS. ELECTRIC, ANO OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ARCHITECT / ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND / OR LOCAL UTILITIES. 24. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED 8Y THE TOWER EQUIPMENT OF DRIVEWAY, SHALL BY GRADED TOA UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 25. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION, EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 26 NO FILL OR EMBANKMENT MATERIAL SHALL BY PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACE IN ANY FILL OR EMBANKMENT. 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BY BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL. PRE -APPROVED BY THE LOCAL JURISDICTION. 28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 29. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 30. SUBCONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 31. SUBCONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED). 33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY SPRINT TECHNICIANS. 34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION SPRINT MOBILITY GROUNDING STANDARD 'TECHNICAL SPECIFICATION FOR CONSTRUCTION OF WIRELESS SITES' AND 'TECHNICAL SPECIFICATION FOR FACILITY GROUNDING.' IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. 38. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF SUBCONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. 37. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OF PROCEEDING WTH CONSTRUCTION. 39. NO WHITE STROBIC LIGHTS ARE PERMITTED. LIGHTING, IF REQUIRED, WILL MEET FAA STANDARDS AND REQUIREMENTS. 40. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 41. NO NOISE, SMOKE, DUST, OR VIBRATION WILL RESULT FROM THIS FACILITY. (DISREGARD THIS NOTE IF THIS SITE HAS A GENERATOR) 42. NO ADDITIONAL PARKING TO BE PROPOSED. EXISTING ACCESS AND PARKING TO REMAIN, UNLESS NOTED OTHERWISE. 43. NO LANDSCAPING IS PROPOSED AT THIS SITE, UNLESS NOTED OTHERWISE. SITE WORK & DRAINAGE PART 1 -GENERAL CLEARING, GRUBBING, STRIPPING, EROSION CONTROL SURVEY, LAYOUT, SUBGRADE PREPARATION AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS. 1.1 REFERENCES: A. DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION - CURRENT EDITION). B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS). C. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION). 1.2 INSPECTION AND TESTING: A. FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY SUBCONTRACTORS INDEPENDENT TESTING LAB. THIS YORK IS TO BE COORDINATED BY THE SUBCONTRACTOR. 8. ALL WORK SHALL BY INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR WHO SHALL CARRY OUT THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE WORK AS SPECIFIED AND / OR CALLED FOR ON THE DRAWINGS. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK INACCESSIBLE OR DIFFICULT TO INSPECT. 1.3 SITE MAINTENANCE AND PROTECTION: A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF THE SUBCONTRACT. B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. C. KEEP SITE FREE OF ALL PONDING WATER. D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT AND EPA REQUIREMENTS. E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS, AND SIMILAR DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK F. EXISTING UTILITIES: DO NOT INTERRUPT EXISTING SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE ENGINEER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED. G. PROVIDE A MINIMUM 48-HOUR NOTICE TO THE ENGINEER AND RECEIVE WRITTEN NOTICE TO PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE. PART 2 -PRODUCTS 2.1 SUITABLE BACKFILL: ASTM D2321 (CLASS I, II, III OR IVA) FREE FROM FROZEN LUMPS, REFUSE, STONES, OR ROCKS LARGER THAN 3 INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL. 2.2 NON -POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS 111, IVA OR IVB) COARSE AGGREGATE. FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN 3 INCHES IN ANY DIMENSION OR 07904 MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL. 2.3 POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM 52321 (CLASS IA, IB OR II) COARSE AGGREGATE FREE FROM FROZEN LUMPS, REFUSE STONES OR ROCKS LARGER THAN 3 INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL. 2.4 SELECT STRUCTURAL FILL: GRANULAR FILL MATERIAL MEETING THE REQUIREMENTS OF ASTM E850-95, FOR USE AROUND UNDER STRUCTURES YVHERE STRUCTURAL FILL MATERIAL ARE REQUIRED. 2.5 GRANULAR BEDDING AND TRENCH BACKFILL: WELL - GRADED SAND MEETING THE GRADATION REQUIREMENTS OF ASTM 02487 (SE OR SW -SM). 2.8 COARSE AGGREGATE FOR ACCESS ROAD SUB -BASE COURSE SHALL CONFORM ASTM 02940. 2.7 UNSUITABLE MATERIAL: HIGH AND MODERATELY PLASTIC SILTS AND CLAYS (LU45). MATERIAL CONTAINING REFUSE, FROZEN LUMPS, DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE MATTER, WOOD, STONES IN EXCESS OF 3 INCHES IN ANY DIMENSIONS AND DEBRIS A5 DETERMINED BY THE CONSTRUCTION MANAGER TYPICALLY WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, ML, AND OL. 2.8 GEOTEXTILE FABRIC: MIRAFI 500X OR APPROVED EQUAL. 2.9 PLASTIC MARKING TAPE: SHALL BE ACID AND ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY MANUFACTURED FOR MARKING THE LOCATING UNDERGROUND UTILITIES B INCHES WIDE W1TH A MINIMUM THICKNESS OF 0.004 INCHES. TAPE SHALL HAVE MINIMUM STRENGTH OF 1500 PSI IN BOTH DIRECTIONS AND MANUFACTURED WTH INTEGRAL CONDUCTORS, FOIL BACKING OR OTHER MEANS TO ENABLE DETECTION BY A METAL DETECTOR WHEN BURIED UP TO 3 FEET DEEP. TME METALLIC CORE OF THE TAPE SHALL BE ENCASED IN A PROTECTIVE JACKET OR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR SHALL BE RED FOR ELECTRIC UTILITIES AND ORANGE FOR TELECOMMUNICATION UTILITIES. PART 3 -EXECUTION 3.1 GENERAL: A BEFORE START GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL, MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE DRAINED AT ANY TIME. B. BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINE, GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE REMOVE TREES, BRUSH. STUMPS, RUBBISH, OTHER DEBRIS, AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED. 1. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAT 12 INCHES BELOW THE ORIGINAL GROUND SURFACE: ROOTS, STUMPS, AND OTHER DEBRIS, BRUSH AND REFUSE EMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK, OR PLOW THE AREA TO A DEPTH OF NO LESS THAN 6 INCHES, AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS AND OTHER DEBRIS THEREBY EXPOSED. 2. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS THE DEFINITION OF TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE MATERIALS. 3. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED TILL DEPRESSIONS RESULTING FROM CLEARING, GRUBBING. AND DEMOLITION WORK COMPLETELY WITH SUITABLE FILL. D. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS. BURNING WILL NOT BE PERMITTED. E. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND / OR TRENCHED TO VERIFY THE LOCATIONS OF FEATURES ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM THAT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION. NOTIFY THE CONSTRUCTION MANAGER OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS. F. SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE INA LEGAL MANNER 3.2 BACKFILL: A. AS SOON AS PRACTICAL, AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE, INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST -IN-PLACE CONCRETE, BACKFILL THE EXCAVATION WTH APPROVED MATERIAL TO RESTORE THE REQUIRED FINISHED GRADE. 1. PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE EXCAVATION CLEANED OF ALL TRASH, DEBRIS AND UNSUITABLE MATERIALS. 2. BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL OR SELECT GRANULAR BACKFILL MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN 8 -INCHES LOOSE THICKNESS AND COMPACTED. WHERE HAND OPERATED COMPACTORS ARE USED, THE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4INCHES IN LOOSE DEPTH AND COMPACTED. 3. WHENEVER THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED DENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS NECESSARY, SUCH AS DISKING AND DRYING, ADDING WATER OR INCREASING THE COMPACTIVE EFFORT TO MEET THE MINIMUM COMPACTION REQUIREMENTS. B. THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D 898. 3.3 TRENCH EXCAVATION: A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE GENERAL CONTRACTOR. PROVIDE SHORING, SHEETING AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS. B. EXTEND THE TRENCH WIDTH A MINIMUM OF 7 INCHES BEYOND THE OUTSIDE EDGE OF THE OUTERMOST CONDUIT. C. WHEN SORE YIELDING, OROTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED. BACKFILL AT THE REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE REQUIRED ELEVATION AND BACKFILL WTH GRANULAR BEDDING MATERIAL. 3.4 TRENCH BACKFILL: A. PROVIDE GRANULAR BEDDING MATERIAL IN ACCORDANCE WITH THE DRAWING AND THE UTILITY REQUIREMENTS. B. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING. C. CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE ACCEPTANCE TESTING. D. PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 8 -INCHES UNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO SPACE AROUND CONDUITS. E. PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE OR UNBALANCED LOADING. F. ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT SATISFACTORY BACKFILL MATERIAL IN 84909 MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE. G. COMPACT FINAL TRENCH BACKF111 TO A DENSITY EQUAL TO OR GRATER THAT THAT OF THE EXISTING UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH BUT NO LESS THAT A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D 898. 3.5 AGGREGATE ACCESS ROAD: A. CLEAR, GRUB, STRIP AND EXCAVATE FOR THE ACCESS ROAD TO THE LINES AND GRADES INDICATED ON THE DRAWINGS, SCARIFY TOA DEPTH OF 6 INCHES AND PROOF -ROLL. ALL HOLES, RUTS, SOFT PLACES AND OTHER DEFECTS SHALL BE CORRECTED. B. THE ENTIRE SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY A5 PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D 1557. C. AFTER PREPARATION OF THE SUBGRADE IS COMPLETE THE GEOTEXTILE FABRIC (MIRAFI 500Xi) SHALL BE INSTALLED TO THE LIMITS INDICATED ON THE DRAWINGS BY ROLLING THE FABRIC OUT LONGITUDINALLY ALONG THE ROADWAY THE FABRIC SHALL NOT BE DRAGGED ACROSS THE SUBGRADE. PLACE THE ENTIRE ROLL IN A SINGLE OPERATION, ROLLING OUT AS SMOOTHLY AS POSSIBLE. 1. OVERLAPS PARALLEL TO THE ROADWAY WILL BE PERMITTED AT THE CENTERLINE AND AT LOCATIONS BEYOND THE ROADWAY SURFACE WIDTH (I.E. WITHIN THE SHOULDER WIDTH) ONLY. NO LONGITUDINAL OVERLAPS SHALL BE LOCATED BETWEEN THE CENTERLINE AND THE SHOULDER. PARALLEL OVERLAPS SHALL BE A MINIMUM OF 3 FEET WIDE. 2. TRANSVERSE (PERPENDICULAR TO THE ROADWAY) OVERLAPS AT THE END OF A ROLL. SHALL OVERLAP IN THE DIRECTION OF THE AGGREGATE PLACEMENT (PREVIOUS ROLL ON TOP) AND SHALL HAVE A MINIMUM LENGTH OF 3 FEET. 3. ALL OVERLAPS SHALL BE PINNED WITH STAPLES OF NAILS A MINIMUM OF 10 INCHES. LONG TO INSURE POSITIONING DURING PLACEMENT OF AGGREGATE. PIN LONGITUDINAL SEAMS AT 25 FOOT CENTERS AND TRANSVERSE SEAMS EVERY 5 FEET. D. THE AGGREGATE BASE AND SURFACE COURSES SHALL BE CONSTRUCTED IN LAYERS NOT MORE THAN 41NCH (COMPACTED) THICKNESS, AGGREGATE TO BE PLACED ON GEOTEXTILE FABRIC SHALL BE END - DUMPED ON THE FABRIC FROM THE FREE END OF THE FABRIC OR OVER PREVIOUSLY PLACED AGGREGATE. THE FIRST LIFT SHALL BE BLADED DOWN TO A THICKNESS OF 8 INCHES PRIOR TO COMPACTION. AT NO TIME SHALL EQUIPMENT, EITHER TRANSPORTING THE AGGREGATE OR GRADING THE AGGREGATE, BE PERMITTED ON THE ROADWAY WITH LESS THAT 4 INCHES OF MATERIAL COVERING THE FABRIC. E. THE AGGREGATE SHALL BE IMMEDIATELY COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE PROCTOR TEST, ASTM D 1557 WITH A TAMPING ROLLER, OR WITH A PNEUMATIC - TIRED ROLLER, OR WITH A VIBRATORY MACHINE OR ANY COMBINATION OF THE ABOVE. THE TOP LAYER SHALL BE GIVEN A FINAL ROLLING WITH A THREE-WHELL OR TANDEM ROLLER 3.6 FINISH GRADING: A. PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH, EVEN SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION, GRADING SHALL BE COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES. B. UTILIZE SATISFACTORY FILL MATERIAL, RESULTING FROM THE EXCAVATION WORK IN THE CONSTRUCTION OF FILLS, EMBANKMENTS AND FOR REPLACEMENTS OF REMOVED UNSUITABLE MATERIALS. C. ACHIEVE FINISHED GRADE BY PLACING A MINIMUM OF 4 INCHES OF 1/2-- 3/4' CRUSHED STONE ON TOP SOIL STABILIZER FABRIC. D. REPAIR ALL ACCESS ROADS AND SURROUND AREAS USED DURING THE COURSE OF THIS WORK TO THEIR ORIGINAL CONDITION. 3.7 ASPHALT PAVING ROAD: A DIVISION 600 -KDOT FLEXIBLE PAVEMENT (UPDATE PER LOCAL DOT) B. SECTION 403 - MODOT ASPHALT CONCRETE PAVEMENT. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 14 2017 PERMIT CENTER Sprint PLANS PREPARED BY: TechnologyAssociates PNW MARKET OFFICE 617 8TH AVENUE SOUTH SEATTLE, WA 98104 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN TNM SET OF DRAWIMIS IS PROPRIETARY 8 CONFIDENTIAL TO SPRINT ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO SPRINT IS STRICTLY PROHIBITED PROJECT INFORMATION: THORNDYKE SE35XC001 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 REVISIONS MIME IIIMM2211IED El CZ= ISSUED FOR 90% CD REVIEW -=El ISSUED FOR 100% CD -- - -MEM 1111111 - -- - IN MIMI -- - -- - -- - _- LICENSURE SHEET TITLE: GENERAL NOTES SHEET NUMBER: T-2 •• •• de GENERAL NOTES 1 - - ABBREVIATION DEFINITION ABBREVIATION DEFINITION ABBREVIATION DEFINITION 1. THIS FACILITY IS EXEMPT FROM HANDICAP REQUIREMENTS PER 2012 INTERNATIONAL BUILDING CODE SECTION 1103.2.9. THIS FACILITY IS NON -OCCUPIABLE SPACE AND ENTERED ONLY BY SERVICE PERSONNEL. THIS SPACE IS NOT FOR HUMAN OCCUPANCY. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID. ANY DISCREPANCIES, CONFLICTS OR OMISSIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO SUBMITTING BIDS, AND PROCEEDING WITH ANY WORK. • 3. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE PLANS, SPECIFICATIONS. 8 NOTES PRIOR TO STARTING CONSTRUCTION. INCLUDING BUT NOT LIMITED BY DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERRORS, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE METHOD OF CORRECTION SHALL BE APPROVED BY THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT. 4. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK. CONTACT USA DIG ALERT @ 600.227-2800 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO PROPOSED OR EXISTING SURFACES, STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER. THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGED AREAS. 6. A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME INFORMATION AS THE APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE PURPOSE OF DOCUMENTING ALL AS -BUILT CHANGES, REVISIONS, ADDENDA, OR CHANGE ORDERS. THE CONTRACTOR SHALL FORWARD THE AS-BUILT/HIRED DRAWINGS TO THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT AT THE CONCLUSION OF THE PROJECT. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS COMPLETE. 8. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER. WATER, AN0 TOILET FACILITIES AS REQUIRED BY THE PROPERTY OWNER OR GOVERNING AGENCY. 9. ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE LATEST I.B.C. AND ALL OTHER GOVERNING CODES, INCLUDING THE THE MOST RESTRICTIVE CODE SHALL GOVERN. 10. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE REGULATIONS INCLUDING ALL OSHA REQUIREMENTS. 11. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. - 12. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK, USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS. HE IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES, PROCEDURES AND SEQUENCING AND COORDINATING ALL PORTIONS OF THE WORK UNDER THE PROJECT. 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND INSPECTIONS WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR AUTHORIZED AGENT. CONTRACTOR SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT. - 14. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCES. 15. THE CONTRACTOR 51-IALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR SUPPORTS FOR INSTALLATION OF ITEMS INDICATED ON THE DRAWINGS. 18. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL OR U.L APPROVED MATERIALS TO FILL/SEAL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. - 17. PROPOSED CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN FORM, TEXTURE, MATERIAL AND PAINT COLOR EXCEPT AS NOTED IN THE PLANS. 18. THE CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERS HAVING A MINIMUM 2A10-810 RATING WITHIN 75FT. OF TRAVEL TO ALL PORTIONS OF THE CONSTRUCTION AREA. (2012 INTERNATIONAL BUILDING CODE 908.1.1 AND SECTION 908.3.1) - 19. MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FOR APPROVING THE RESULTS. 20. ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE. 21. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT. PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED CONDITION AT ALL TIMES. - . - 22. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING AND CONSTRUCTION EFFORT AS MANDATED BY E ABBREVIANING TIONS 0ENCV. 23. ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY ETANDARDS. IF A CONTRACTOR HAS A QUESTION REGARDING THEIR EXACT MEANING THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT SHALL BE NOTIFIED FOR CLARIFICATIONS. 24. SITE CONTRACTOR TO CALL DIG ALERT (1-800-227-2800) TO LOCATE ANY AND ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. 25. ALL FACILITIES TO BE INSTALLED ARE UNMANNED. NO (E) PARKING SPACES WILL BE USED OR REMOVED BY THIS PROJECT. 28. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS, THE APPLICANT SHALL INCORPORATE ANY CONSTRUCTION BEST MANAGEMENT PRACTICES NECESSARY TO COMPLY WITH THE CITY'S MUNICIPAL CODES INTO THE CONSTRUCTION PLANS OR SPECIFICATIONS. 27. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS, THE APPLICANT SHALL SUBMIT A WATER POLLUTION CONTROL PLAN WPCP). THE WPCP SHALL BE PREPARED IN ACCORDANCE WITH THE GUIDLINES IN APPENDIX E OF THE CITY'S STORM WATER STANDARDS. AB. ANCHOR BOLT FAB. FABRICATION(OR) PWR. POWER (CABINET) ABV. ABOVE F.F. FINISH FLOOR QTY. QUANTITY ACCA ANTENNA CABLE COVER ASSEMBLY F.G. FINISH GRADE RAD.(R) RADIUS ADD'L ADDITIONAL FIN. FINISH(ED) REF. REFERENCE A.F.F. ABOVE FINISHED FLOOR FLR. FLOOR REINF. REINFORCEMENT(ING) A.F.G. ABOVE FINISHED GRADE FDN. FOUNDATION REG/D. REQUIRED ALUM. ALUMINUM F.O.C. FACE OF CONCRETE RGS. RIGID GALVANIZED STEEL ALT. ALTERNATE F.O.M. FACE OF MASONRY RRU. RADIO REMOTE UNIT ANT. ANTENNA F.O.S. FACE OF STUD SCH. SCHEDULE APPRX APPROXIMATE(LY) F.O.W. FACE OF WALL SHT. SHEET ARCH. ARCHITECT(URAL) F.S. FINISH SURFACE SIM. SIMILAR AWG. AMERICAN WIRE GAUGE FT.(') FOOT(FEET) SPEC. SPECIFICATION(S) BLDG. BUILDING FTG. FOOTING SQ. SQUARE BLK. BLOCK G. GROWTH (CABINET) S.S. STAINLESS STEEL BLKG. BLOCKING GA. GAUGE STD. STANDARD BM. BEAM GI. GALVANIZE(D) STL. STEEL B.N. BARE TNAILING G.F.I. GROUND INATE CIRCUIT INTERRUPTER TEMP. STRUCTURAL BTCW. BARETINNEDFOOTINGCONWIRE GLB.(GLU-LAM)SGLOBLAMINATEDBEAM TEMP. TEMPORARY B.O.F. BOTTOM OF GPS GLOBAL POSITIONING SYSTEM THK. THICK(NESS)W B/U CABINET CABINET GRND..HROUND TMA TOWER MOUNTED AMPLIFIER CAN. CABINET HDR. HEADER T.N. TOE NAIL CANT. CANTILEVER(ED) PLA ED) NT. HANGER T T.O.C. TOP OF ANTENNAB C.I.P. CAST IN PLACE HT. HEIGHT T.O.C. TOP OF CURB CLG. CEILING ICGB. ISOLATED COPPER GROUND BUS T.O.F. TOP OF FOUNDATION CLR. CLEAR IN.(") INCH(ES) T.O.P. TOP OF PLATE (PARAPET) COL. COLUMN INT. INTERIOR T.O.S. TOP OF STEEL CONC. CONCRETE LB.(#) POUND(S) T.O.W. TOP OF WALL . CONN. CONNECTION(OR) L.B. LAG BOLTS TYP. TYPICAL CONST. CONSTRUCTION L.F. LINEAR FEET (FOOT) U.G. UNDER GROUND CONT. CONTINUOUS L. LONG(ITUDINAL) U.L. UNDERWRITERS LABORATORY d PENNY (NAILS) MAS. MASONRY U.N.O. UNLESS NOTED OTHERWISE DBL. DOUBLE MAX. MAXIMUM V.I.F. VERIFY IN FIELD DEPT. DEPARTMENT M.B. MACHINE BOLT W WIDE(WIDTH) . D.F. DOUGLAS FIR MECH. MECHANICAL W/ WITH DIA DIAMETER MFR. MANUFACTURER WD. WOOD DIAG. DIAGONAL MIN. MINIMUM W.P. WEATHERPROOF DIM. DIMENSION MISC. MISCELLANEOUS WT. WEIGHT DWG. DRAWING(S) MTL. METAL t ' CENTERLINE DWL. DOWEL(S)NEW NEW R PLATE EA. EACH (40 (#) NUMBER EL. ELEVATION - N.T.S. - NOT TO SCALE ELEC. ELECTRICAL O.C. ON CENTER ELEV. ELEVATOR OPNG. OPENING EMT. ELECTRICAL METALLIC TUBING P/C - PRECAST CONCRETE E.N. EDGE NAIL PCS PERSONAL COMMUNICATION SERVICES ENG. ENGINEER PLY. PLYWOOD EQ. EQUAL PPC ' POWER PROTECTION CABINET . EXP. EXPANSION PRC PRIMARY RADIO CABINET EXST.(E) EXISTING P.S.F. POUNDS PER SQUARE FOOT EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH P.T. PRESSURE TREATED . - - - R R C ABBREVIATIONS 2 - - - Q C NEW ANTENNA OX GRID REFERENCE - Q EXISTING ANTENNA © P DETAIL REFERENCE ® 1;;------ OPERTI VIEWED FO R - CODE COMPLIANCE 28. THIS PROJECT PROPOSES NO DEVELOPEMENT IMPROVEMENTS OUTSIDE THE EXISTING BUILDING FOOTPRINT FOR THIS DISCRETIONARY REVIEWANDTHEREFOREDOESNOTREQUIREANYPERMANENTSTORMWATERBESTMANAGEMENTPRACTICES. 29. THIS IS ROOFTOP INSTALLATION ON AN EXISTING FACILITY AND NO GROUND DISTURBANCE OR TRENCHING IS PROPOSED BY THIS PROJECT. 30. THIS PROJECT PROPOSES NO WORK WRHIN THE PUBLIC RIGHT-OF-WAY. STORM WATER QUALITY NOTES CONSTRUCTION BMPS: ® GROUND ROD - M ® TCH LINE APPROVED ELEVATION REFERENCE r''' GROUND BUS BAR ® • MECHANICAL GRND. CONN. I RK POINT OUND DL7R 2 8• 2017 SECTION REFERENCE ® . CADWELD CON THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT. NOTES 1-6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMPS. 1. SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT, MUD OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET(S) OR STORM WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED CONSTRUCTION BMPS. 2. ALL STOCK PILES OF UNCOMPACTED SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FORA PERIOD GREATER THAN SEVEN CALENDER DAYS ARE TO BE PROVIDED WITH EROSION AND SEDIMENT CONTROLS, SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE PROBABILITY OF RAIN IS 40% OR GREATER. - - 3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN PLACE ON THE SITE. 4. ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. - - 5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. .. [•+. •,-•-- ---- ----1 GROUT OR PLASTER • T Iii GROUND ACCESS WELL LEPHONECONDODUIIITT of Tukwila - 1 1 (E) BRICK E E ELECTRIC BOX [ (°.�`ILDING ® (E) MASONRY E C GONDtl1T DIVISION - A COAXIAL CABLE - 0 TELEPHONE BOX- . I •. • I CONCRETE - - - - OVERHEA -T/E .I`/ED E 0 LIGHT POLE 4jl'� II_Ljl_I j1-1 jll EARTH .. . V {/CIO��NDUCT TUKWILA - o FND. MONUMENT o 0 0 0 0 o GRAVEL X gFfPtlNFE4 PLYWOOD GENERAL FIRE NOTES: • SPOT ELEVATION (J APR 14 2017 t® I `='`=' ' ' '-' SAND A SET POINT 1. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL BE IN ACCORDANCE WITH 2012 INTERNATIONAL BUILDING CODE AND ALL GOVERNING CODES. 2. ADDRESS SHALL BE PROVIDED FOR ALL PROPOSED AND EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.(2012 INTERNATIONAL BUILDING CODE 501.2) 3. DECORATIVE MATERIALS SHALL 8E MAINTAINED IN A FLAME-RETARDANT CONDITION.(2012 INTERNATIONAL BUILDING CODE 808.1) 4. PORTABLE FIRE EXTINGUISHERS: AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2-A-10B:C SHALL BE PROVIDED WITHIN 75 FEET MAXIMUM TRAVEL DISTANCE FOR EACH 8,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR.(2012 INTERNATIONAL BUILDING CODE 908.1.1 AND SECTION 908.3.1) r"� WOOD CONT. Q REVISION PERMIT CENTER - .I \ 1 WOOD BLOCKING - _ , =STEEL ' `GENERAL NOTES 1 LEGEND 3 � Spri nt) PLANS PREPARED BY: TechnologyAssociates PNW MARKET OFFICE 617 8TH AVENUE SOUTH SEATTLE, WA 98104 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY L CONFIDENTIAL 10 SPRINT ANY USE OR DISCLOSURE O1HER THAN AS IT RELATES TO SPRINT IS STRICTLY PROHIBITED 1 0 PROJECT INFORMATION: THORNDYKE SE35XC001 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 REVISIONS ISSUED FOR 90% CO REVIEW MI= ISSUED FOR 100% CD 1111111111•1111= - -_ - MEMEMENIMINIMINIIIMIE -I- - -® - LICENSURE 1 SHEET TITLE: GENERAL NOTES SHEET NUMBER: T-3 DISCLAIMER THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY LINES, EASEMENTS, AND SETBACKS SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. TAEC DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES. EASEMENTS, ROADS AND SETBACKS.. EXISTING BUILDING (TYP.) Y r yam, .7t3 ` -3 a A a ,CF''`y� aiit4j fid #`'�s�, hQ $ s d s^ t �2r SOUTHCENTER BLVD EXISTING SPRINT EQUIPMENT 8 ANTENiR ►/� ENLARGESRE R:/IE V�/ED FOR CODE APPROVED EXISTING • BUILDING (TYP.) `Q1 'S':'OLCLLt • EXISTING • DING (TYP.) / JUN 2 8 2017 City of Tukwila BUILDING DIVISION PARCEL # 1157200035 53rd AVE S. RECEIVED ITY OF TUKWILA APR 14 2011 PE MIT CENTER OVERALL SITE PLAN 30' 0 15' 30' SCALE: 1' • 30'.O (243‘38) (OR) 1n' = 30'4' (11x17) J Sprint') 1 PLANS PREPARED BY: TechnologyitAssociates PNW MARKET OFFICE 617 8TH AVENUE SOUTH SEATTLE, WA98104 PROPRIETARY INFORMATION THE UIFORINTION CONTAINED W THIS SET OF DRAWINGS IS PROPRIETARY S CONFIDENTIAL TO SPRINT ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO SPRINT IS STRICTY PROHIBITED 5 PROJECT INFORMATION: THORN DYKE SE35XC001 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 REVISIONS GM ' Ez ISSUED FOR 90% CD REVIEW Es -Eamm ISSUED FOR 100% CD MCI Ell =MI MIIIM=MIM -NM _MI M1111111.1111111 - -=•1 - -� -s ,1. LICENSURE: SHEET TITLE: • OVERALL SITE PLAN J SHEET NUMBER: A-1 i ENLARGED SITE PLAN EXISTING & NEW SPRINT ANTENNA AREA (ON SLED. SECTOR "G'), FOR ANTENNA PLANS SEE: 0© EXISTING SPRINT EQUIPMENT CABINETS ON STEEL PLATFORM (NO PROPOSED CHANGES IN EQUIPMENT AREA) EXISTING & NEW SPRINT ANTENNA AREA (MOUNTED ON WALL, SECTOR "A"), • FOR ANTENNA PLANS SEE: • Eh Eh ®® EXISTING & NEW SPRINT ANTENNA AREA (MOUNTED ON WALL, SECTOR "B"), FOR ANTENNA PLANS SEE: Eh© 4217 y II1 ft-- idIkIiiiIIIIIIIllfluIllIr1 / REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 14 2017 PERMIT CENTER • ENLARGED SITE PLAN SCALE: 1/6" - T-0" (24x36) (OR) 1116" • 1%0" (111(17) Sprint) PLANS PREPARED BY: TechnologyAssociates PNW MARKET OFFICE 617 8TH AVENUE SOUTH SEATTLE, WA 98104 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY B CONFIDENTIAL TO SPRINT ANY USE OR DISCLOSURE OTHER THAN AS IT REATES TO SPRINT IS STRICTLY PROHIBITED • 1 PROJECT INFORMATION: THORNDYKE SE35XC001 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 REVISIONS =imam m mzu ISSUED FOR 90% CD REVIEW Ezi mimmi ISSUED FOR 100% CD -s - Ms MINIM EN=i -- - -® 1•11111111111 IN LICENSURE SHEET TITLE: SHEET NUMBER: A-2 • 0 ■n b EXISTING SPRINT (2.5) RRH (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO REMAIN EXISTING SPRINT (2.5) ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO REMAIN Y (E) 'B' SECTOR @ 270' EXISTING SPRINT (1900) RRU (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO REMAIN EXISTING SPRINT (1900) ANTENNA (1 PER SECTOR, 3 SECTORS. 3 TOTAL) TO BE REMOVED & REPLACED EXISTING NON -PENETRATING SLED EXISTING BUILDING (TVP.) ©c REVIEWd ED '.R Grart6 GkOttganIADich (cm iikirrntnt-D EXISTING ANTENNA PLAN 0 3"6" laMh Alk TV IV EXISTING SPRINT (2.5) RRH (1 PER SECTOR, 3 SECTORS, 3 TOTAL) (1EPERNG SPRINT (SECTO,3ANTENNA I ��� If i i! (1 SECTOR, 3 SECTORS, 3 TOTAL) _ MNII IIII II No\ II 5,... ` (E)' B' SECTOR @ 270'II A�•,A <(N)" B" SECTOR @)270* II a II EXISTING NON-PENETRATINGSLE. IaII a I .! j i NEW SPRINT FILTER I �+■ � •,'�i (1 PER SECTOR,3 " lit. SECTORS, 3 TOTAL) I[-rP4 I I lii_ tj: PIPE AS REQUIRED EXISTING SPRINT (1900) RRU (1 PER SECTOR, 3 SECTORS, 3 TOTAL) NEW SPRINT (1900800) DUAL BAND ANTENNA • (1 PER SECTOR B, 1 TOTAL) NEW 3" DIAMETER NEW SPRINT (800) RRU (2 PER SECTORS A 8 0, 1 PER SECTOR B, 5 TOTAL) a z NOTE: 1. INSTALLERS TO VERIFY LATEST RF DATA SHEET 8 PLUMBING / WIRING DIAGRAMS, PRIOR TO INSTALLATION. 2. INSTALLERS TO VERIFY ALL PIPES ARE 3" IN DIAMETER 3. INSTALL (2) NEW HYBRID CABLE INSTALL (2) NEW POWER CYLINDER INSTALL (2) NEW FIBER CYLINDER JUN 2 8 2017 City of Tukwila BUILDING DIVISION CITY TUKWILA Spri nt) PLANS PREPARED BY: Technology Associates PNW MARKET OFFICE 617 8TH AVENUE SOUTH SEATTLE, WA98104 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS PROPRIETARY A CONFIDENTIAL TO SPRINT ANY USE OR DISCLOSURE OTHER TNAN AS IT RELATES TO SPRINT IS STRICTLY PROHIBITED I PROJECT INFORMATION: THORNDYKE SE35XC001 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 REVISIONS EV DATE DESCRIPTION BY A 03/13/2017 ISSUED FOR 00% CD REVIEW JCC 0 03/24/2017 ISSUED FOR 100% CD CMB APR 14 2017 NEW SPRINT (800) RRU (2 PER SECTORS A S 0,1 PER SECTOR B, 5 TOTAL) AI NEW SPRINT TRIBAND ANTENNA (1 PER SECTORS A & G, 2 TOTAL) © ®® FINAL ANTENNA PLAN 0 3"6" 1' SCALE: 314:1'-0" (24)(36) (OR) 318"""1•-0"(11x17) EXPIRES 11 2.018 SHEET TITLE: ANTENNA PLANS SHEET NUMBER: A-3 r eak TOP OF EXISTING BUILDING ELEV. 4T-0" AGL. RAD CENTER OF EXISTING SPRINT ANTENNAS ELEV. 35'-0" AGL chk TOP OF EXISTING PARAPET ELEV. 28'-10" AGL 406 TOP OF EXISTING ROOF DECK ELEV. 25'-2" AGL ak FINISH GRADE ELEV. 0'-0" AGL EXISTING SPRINT (1900) ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL). TO BE REMOVED 8 REPLACED EXISTING SPRINT (1900) RRU (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO REMAIN EXISTING NON -PENETRATING SLED 1 EXISTING SPRINT (2.5) ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO REMAIN EXISTING SPRINT (2.5) RRH PRE SECTOR, 3 SECTORS, 3 TOTAL) TO REMAIN ' r I 1 1 1 r I I l t rr 1 �Jr r 11 1 lJ 1, I l 1 11't�i�1l. ltd/ 71,07=,l :a #1Mu 9 4171Apui ucu4-arsu it uclA,_A-'.u.^.. ?ftz-' : 1.4- [frr?,-, /rvit>l .440 uu7,,,71.u7444 4,;_iv'`xuc u'sitipywi °' .T.'T-3/�IAT�„r ra uam�a ils >>wii, EXISTING BUILDING (TYP.) EXISTING EAST ELEVATION SCALE: 1/8” A 1"-0" (2438) (OR) 1%8".1"-0' (11x17) 1 Ark Y TOP OF EXISTING BUILDING ELEV. 47-0" AGL NEW SPRINT FILTER (1 PER SECTOR, 3 SECTORS, 3 TOTAL) NEW SPRINT TRIBAND ANTENNA (1 PER SECTORS A 8 0, 2 TOTAL) a® VW NV piRAD CENTER OF NEW 8 EXISTING SPRINT ANTENNAS ELEV. 35'0" AOL pik TOP OF EXISTING PARAPET ELEV. 28'-10" AGL •TOP OF EXISTING ROOF DECK ELEV. 25'-2" AGL 6 di FINISH GRADE Y ELEV. 0'0" AGL 1 NEW SPRINT (800) RRU (2 PER SECTORS A & O, 1 PER SECTOR B, 5 TOTAL) IMEIMMEIMMMMIE 11• '== r NEW 3" DIAMETER PIPE AS REQUIRED (TYP.) EXISTING NON -PENETRATING - SLED NEW SPRINT (800) RRU (2 PER SECTORS A & 0, 1 PER SECTOR 8, 5 TOTAL) NEW SPRINT (1900/800) DUAL .BAND ANTENNA (1 PER SECTOR B, 1 TOTAL) EXISTING SPRINT(1900)RRU • (1 PER SECTOR, 3 SECTORS, 3 TOTAL) 137 EXISTING SPRINT (2.5) ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING SPRINT (2.5) RRH (1 PER SECTOR, 3 SECTORS, 3 TOTAL) I r r L 1 _ I r silk, Ufti/7 n!(%!lzl ,. 4A1gebri3Nli i/�.::!ll MF!/hp gr,- lNo �l;14_,5a1�„N `�! ! k^�4 4N 44- ., % , / -4-`4/4.N*ap� �pyl+ .N !�! 8 / l/Vlo! _. , _ - nsS�i 4, ,.LA�:.N�wl!'. nTT~ a / u ��rF�,: x,�'Nx�y[,ul(v/�.N u� �2..!��/ad u�„�cAF�� �7!.. EXISTING BUILDING (TYP.) NOTE: 1. INSTALLERS TO VERIFY LATEST RF DATA SHEET PLUMBING / WIRING DIAGRAMS, PRIOR TO INSTALLATION. 2. INSTALLERS TO VERIFY ALL PIPES ARE 3" IN DIAMETER 3. INSTALL (2) NEW HYBRID CABLE INSTALL (2) NEW POWER CYLINDER INSTALL (2) NEW FIBER CYLINDER REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2017 City of Tukwila E1J141 IVip SiON CITY OF TUKWILA APR 14 2017 PERMIT CENTER FINAL EAST ELEVATION SCALE: 1/8" - 1"-0" (24x36) (OR) 1/16" A 1"-0" (11x17) Spri nt•) PLANS PREPARED BY: TechnologytAssociates PNW MARKET OFFICE 617 8TH AVENUE SOUTH SEATTLE, WA 98104 1 1 PROPRIETARY INFORMATION THE INFORAUTION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARYCONFIDENTIAL. TO SPRINT ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO SPRINT IS STRICTLY PROHIBITED PROJECT INFORMATION: THORNDYKE SE35XCOO 1 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 REVISIONS MONm -=I ISSUED FOR 90% CD REVIEW .. -MI= ISSUED FOR 100% CD -- - -� MI=M EMEMIMIMII - MMINIM= 11111111111111111111•1EM IIIIMIIIMMINIEN -® - -MEM MN MIME MI ,1. LICENSURE SHEET TITLE: ELEVATIONS SHEET NUMBER: A-4 EXISTING BUILDING (TYP.) EXISTING SPRINT (2.5) ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO REMAIN EXISTING NON -PENETRATING SLED EXISTING SPRINT (2.5) RRH (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO REMAIN EXISTING SPRINT (1900) ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO BE REMOVED 8 REPLACED EXISTING SPRINT (1900) RRU (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO REMAIN r-L1'YT 1 1 1 1 1 el, riti N-'L'r�a5 rT ?% n, 8,Tlr '<.-4kL PY44 884-4=uu 18-14trirt 7---140,10,1411 p?yi!L:4 ^` ul�.8,- -F auii riu pn: 0- / 7 TOP OF EXISTING BUILDING 7 ELEV. 47'-0" AGL RAD CENTER OF EXISTING SPRINT ANTENNAS ELEV. 35'-0" AGL TOP OF EXISTING PARAPET ELEV. 28'-10" AGL TOP OF EXISTING ROOF DECK ELEV. 25'-2" AGL FINISH GRADE 4) ELEV. 0'-0" AGL EXISTING WEST ELEVATION SCALE: 1/8' - 1'-0" (24636) (OR) 1/16" • 1'-0" (11617) 1 NEW 3" DIAMETER PIPE AS REQUIRED (TYP.) EXISTING SPRINT (2.5) ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING NON -PENETRATING SLED EXISTING SPRINT (2.5) RRH - - (1 PER SECTOR, 3 SECTORS. 3 TOTAL) EXISTING BUILDING (TYP.) NEW SPRINT (19001800) DUAL BAND ANTENNA (1 PER SECTOR B, 1 TOTAL) Ark AEI EXISTING SPRINT (1900) RRU (1 PER SECTOR, 3 SECTORS, 3 TOTAL) NEW SPRINT FILTER (1 PER SECTOR, 3 SECTORS, 3 TOTAL) NEW SPRINT (800) RRU (2 PER SECTORS A 8 G, 1 PER SECTOR B, 5 TOTAL) 1111 MIA AI TV NV I J r 1 t I 1 1 1 L I 1 1 1 I 1 I I T,\ 7T/ 11'1 .....v =r' I =111111111,11141, 11 a /tir0T...„,„7 rg••,-yr=u.j! �-0hn�ra, e� �,-1, grift (ia /iaIayTgrgn Fu'au�nL cr 2./. TOP OF EXISTING BUILDING ELEV. 47'-0" AGL RAD CENTER OF NEW 8 EXISTING SPRINT ANTENNAS ELEV. 35'-0" AGL TOP OF EXISTING PARAPET ELEV. 28'-10' AGL TOP OF EXISTING ROOF DECK ) ELEV. 25,2" AGL FINISH GRADE AI '-0 ELEV. 0,0' AGL NOTE: 1. INSTALLERS TO VERIFY LATEST RF DATA SHEET 8 PLUMBING / WIRING DIAGRAMS, PRIOR TO INSTALLATION. 2. INSTALLERS TO VERIFY ALL PIPES ARE 3" IN DIAMETER 3. INSTALL (2) NEW HYBRID CABLE RE'MEWEIDD 'OR CODE COMPLIANCE APPROVED JUN 2 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 14 2011 PERMIT CENTER FINAL WEST ELEVATION SCALE: 1/8" - 1'4)" (24836) (OR) 1/16" a 1'-0" (11617) Sprint> PLANS PREPARED BY: TechnologyAssociates PNW MARKET OFFICE 617 8TH AVENUE SOUTH SEATTLE, WA 98104 • PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY 8 CONFIDENTIAL TO SPRINT ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO SPRINT IS STRICTLY PROHIBITED PROJECT INFORMATION: THORNDYKE SE35XC001 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 REVISIONS =I MEE m ENE= ISSUED FOR 90% CD REVIEW �1{� 1=11 ISSUED FOR 100% CD s� OE 111111111•1111111111= II- S� IN Ell s S® MN ®® IN® LICENSURE 1 SHEET TITLE: ELEVATIONS , i SHEET NUMBER: A-5 ■ v b 1 Ei Sprint) 0, PLANS PREPARED BY: TechnologyitAssociates PNW MARKET OFFICE 617 8TH AVENUE SOUTH SEATTLE, WA 98104 0 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF 0004I600IS PROPRIETARY a CONFIDENTIAL TO SPRINT ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO SPRINT IS STRICTLY PROHIBITED PROJECT INFORMATION: THORNDYKE SE35XC001 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 REVISIONS 111=1111 m 1:11=1111 ISSUED FOR 90% CD REVIEW Il'1l"®' ISSUED FOR 100% CD MCI i� i =11111•11111 -I>• NIIIIM11111111111111111111111. LICENSURE: SHEET TITLE: ANTENNA DETAILS SHEET NUMBER: A-6 deo l:•�� "441 , 1y 1 (N) MOUNTING BRACKET SUPPLIED W/ ANTENNA (TVP) CONTINUOUS BEAD OF WATERPROOFING SEALANT UNDER MAIN SUPPORT BRACKET (ALCAT 0849147038) (N) RRH NT I \ \ ®� • \ /° �I / / � I EIRE 0849147053), WHEN WHNREQUIRED `1� - �~ SUPPORT (707 (2) R REQUIRED kiiIIIP I-= '-�^1 BRACKET PER RRH PER (N) 3' DIA SHARED ANTENNA MAST MOUNT MAST MOUNT BRACKET (ALCATEL-LUCENT #848079779), 14 (2) PER RRH ` Ikr WITH SAMSUNG -""'"IIIIIIII‘llir UNISTRUTANCHORHEAD. AND 800 MHz RRU - XXX DIMENSIONS (H x W x D): 18' x 11' x 15.4' WEIGHT: RRU: 59.5 Wa. FILTER: 8.8 110. TOP OF EXISTING WALL 9' DIA SHARED - (N) ANTENNA MAST MOUNT t41114. MAIN SUPPORT (ALCATEL-LUCENT p8491470�) NEW RRH X SECURE TO BRACKET 010 WALL USING: ...r I ,�\3 11` I`/4 ` ` , (N) 1-5/8' UNISTRUT MOUNTED TO PARAPET ` MOUNT BRACKET�bI`�� (ALCATEL•LUCENT 0849079773), (2) PER RRH SIDE SUPPORT BRACKET WITH EARS (ALCATEL-LUCENT 0849147053), POWER CONSUMPTION: 540W II I. IIIIII IIII I1 Idl • r err -1 16.4' 3' ANTENNA0 MOUNTING MOUNTING PIPE (�) (N) ANTENNA MOUNTING BRACKET SUPPLIED W/MAST ANTENNA (TYP)NW i; ' (N) ANTENNA, PER PLAN TOP Til 055 tr •� • • • • °1 •• In i • • ' I e:. n ♦ ' SIDE _ FRONT - Q WOOD: 1170 LAG SCREWS WITH 2• MIN. EMBED. (2) PER RRH WHEN REQUIRED 82 CONCRETE:MILT1 ( KB -TZ WITH MIN.EMBER. 19 CMU: AOL HILTI KB3 WITH 2-1N' EMBED. IF THRl180LTE0: 1/270 A307 THRLYBOLTS AND NUTS. NOTE: CONTRACTOR TO FIELD VERIFY THAT THE08 (E) ANTENNA MOUNTING PIPE WILL SUPPORT (N) ANTENNA - PER PLAN ANTENNA TO PIPE MOUNTING SCALE 10 RRH MOUNTING SCALE 7 RRH MOUNTING SCALE 4 800MHz RRU SPECIFICATIONS SCALE 1 N.T.S. N.T.S. N.T.S. N.T.S. ry 1,''..: 11_Rp1,,`rrpu . • � . Product Data Sheet I APXV9ERR18-GVICE K EDTA (Electrical Down Tilt Antenna) irra Mao..P .. Field Replaceable Internal RET 817-869MHz, XX -pal., H65° 1 V°, ETO-8° ' 1850-1995MHz, XX -poi•, H60° / V5°, ETO-8° AISG `- Triple Band Dual Polarized Antenna, 806-1995, 8odeer 14-17dBi, 1.8m, VET, 0-l0de9 f�- i i� 2496-2690MHz, XXXX-pol., H70° I V5°, ETO-6° • Electrical Specification Product Description This antenna is an ideal choice for dual band site upgrade for high traffic areas. It features 4 ports in 1900MHz and 2 ports in 800MHz. Product Number ETCR.854L12R6 . Frequency Range - 817-8691.00 1650-1895/04 2496-2690MHo �'� 3da Honxontal 6525' 60 t5' 70 t5' Features/Benefits •Variable electrical downtilt - provides enhanced precision in controlling intercell - interference. The tilt is infield adjustable 0-10 deg. • High suppression of all upper sidelobes (Typically < 18 dB) - •Independent control of electrical downtllt for 800 and PCS bands •Remote till - AISG compatible • Low profile for low visual impact •Quid( and easy to adjust : .High front -to -back rata , B°iT'WM°° Vertical 87 88' 5' 21' s' 11' Gain (481) 15.0 20.5 18.0 10.5 16.0 10.5 Electrical Down Tilt Range 0 - 8' 0 - 8' 0 - 6' - 10 Upper Sldelobe Buppreaalon > 1848 (up le 15' EL) > 8848 (up to 10' EL) 0 1845 (up l0 10 EL) FronLWBate Redo 423100415• (rem power) > 2546 > 2848 > 2848 Polateallon Type WSlate 145 al. Dual. Sian! 145' Dual SWM 845' Dues -Polar B HBW > (548 > 7548 > 1348 i' Dixdminatlon(XPO) "0• > 1048 > 1008 > 746 RoV I E WE D F O R "°""""'°" CW Power 250W 25014 `" CODE COMPLIANCE Impedance 500 500 500 VSWR '1.43:1 .1.43:1 .41.43:1 - APPROVED Dura Amy 02808 >2803 02648 Technical Specifications Electrical Specifications 0egu, 08 Bartle, MHO 806.869 1850-1995 1850.1995 Pat Isolation Inter May >28d8, Co Pd. 02408, Co Pd. Inter Band 800MHz 1/ 2600MHz : > 2848 1900M/R // 2600MWz:02808 JUN 2 8 .201 Horizontal Beamwidlh, deo 80 80 80 Vertical Seamy/010k deg - - 10.5 5.5 - 5.5 - - Passive Intermodulation,IM3 (Q21143d8m) - 6.11o48n, s-110dEtm s -10508m 1 - Elxtdcal DOAmtilt, deg 0-10 Gain, 4B:(d6,4 14(11.9) 16.7(14.6) 16.7)14.6) Operation - -40'C to .55.0 •temperature J� ,,,r, 1+ ' 161 Upper Sidelahe Su 81001. da 015 415 - 415 - - Front -70 -Bad( Ratio, d9 030 027 027 ConInterfaceReidReplaceable tCorn. Interface Anila Internal RET, AISG2.0 City of I Tuf\1•�/ � Polarization Duel poi N-05•lenna Polarization .415:1 •Beamformin Specification g pee - - DIVISION bedB Ports, 3rd Order lts 0 2 Bm, 46c 0153 >3 >153 5>28 Impedance Ohms 50 Cross Pole Configuration e2600M/0 0.651 ,BUILDING Maximum Power Input, W 250 - Broadcasting dBl 17S g - - - - Lightning Rotection - - - Direct GroundGCain,n, Connector Type - (6) 7-I6 OIN Female - beamHorizontal 8eamwMN, deg. 65.2 5' - - - - Mechanical Specifications - -MH;,in) 1829,3020l76(72.0, 11.8 a 7) Gain, 481 22.5 80.5 RECEIVED � veep HO's 859. deg. 2D' II / Weight w/o MIg Hardware, 49(81) � 22.7 (50) - WNght w/o lg H00 01 8 Radome Material A50. • Meehan cal Specification CITY O TUKWILA Radane Color Ught Grey RAL7035 Mountn9 Hardware Material Oiecasted Aluminum and Galvanized Med Dimension (Length a Width: Depth) 2156mm x 53311 It 180nun(84.7 x 21.7 x 6.3') 8 9 Ordering information APM40-2 Dynlet Kit Mounting u Antenna Weight 38.59 / 84.9 APR 14 2017 Adjustable Clamp weight 6.449 / 14. tlba 2 Mounting Diameter, mm M( - 60.120 ¢.4.4.7) • Pipe PIpo Diameter. Mounting Hardware Weight, kg do) 3.4 (7.5) Fled Gimp WelgM 1.849 / 4.00s i • rd F. aro b 1.0ntl w.08 rue seen m mage. Mac Wino Speed 67nUF (150mpf) PERMIT CENTER Wind Load(61110mph), Front/Bide/Rear 1763N/529N/1763N(39710t/1191M/397 BD Connector (iypelPoelUon) B x 7/16' WN(Fellwle), 8 x MINI DIN(Famale), 1 x N typaCel Pat Female) / Bottom - • SpeeBka0all are subject to dunes wl0wut notice. September 23', 2016 RFS The Clear Choice APXV9ERR18-C I Rev, Relim I MTM Date: 07.02.201T g ,,y- 1818E. Orangettlorpe Avenue, Fullerton CA 92831 USA fril l ant . Plate visit a an the Internet a1 httPJ/www.rfsvvodd.wm Radio Fnre8N7 Sysb0s ANTENNA SPECIFICATION SCALE 9_ ANTENNA SPECIFICATION . SCALE ../ , N.T.S. N.T.S. Sprint) 0, PLANS PREPARED BY: TechnologyitAssociates PNW MARKET OFFICE 617 8TH AVENUE SOUTH SEATTLE, WA 98104 0 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF 0004I600IS PROPRIETARY a CONFIDENTIAL TO SPRINT ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO SPRINT IS STRICTLY PROHIBITED PROJECT INFORMATION: THORNDYKE SE35XC001 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 REVISIONS 111=1111 m 1:11=1111 ISSUED FOR 90% CD REVIEW Il'1l"®' ISSUED FOR 100% CD MCI i� i =11111•11111 -I>• NIIIIM11111111111111111111111. LICENSURE: SHEET TITLE: ANTENNA DETAILS SHEET NUMBER: A-6 / 1 NOT USED SCALE 10 NOT USED SCALE 7 NOT USED SCALE 4 NOT USED SCALE 1 N.T.S.. N.T.S. N.T.S. N.T.S. . - - - : - - - - - - - - - . . .. �.,.� Product Cla f IMBOOCADL 1D FIMROOCAH C20 F IMSOOCAD-C3S HM800CAH-A I D 800MHz BIILT Co -Location Filter PI(duct DesuI -tion This Interference Mibgatlon Filter is placed in an 800MHz � LTFJCDMA system to reduce system Out Of Band emissions on _ aGlacenf BAL7 band. � The Unit Uses Ceramic tiller techndpgy t0 minimize Cad On passband. Oovmlink insertion loss Is less than tdB for a COMA - - Calder od tend edge. Typical Downlink insertion loss is less than 0.7M3.Lplink insertion loss is fess then 0.508. The unit is easy to install with in -Ane connector placements and - meets IP67 requirements for ingress protection. REVIEWED • CODE realUr05 and BenefitsPPROVED • Low Horton Loss- minimizes impact on site coverage, • Rugged full Aluminium aretnsure Nil/Wands- Nilands long term sheets of harsh environment • Wine centtguration — easy instivalion • Equipped with Weather valves — guards against internal condensation buildup. - CDMA INIF Eleatic..I Speciicabwis .. , FOR COMPLIANCE JUN 2 8 2017 Passband Frequency range. MHe See Thole on twee number Insertion Loss, dB DL:A1,tl dB we 1.2544Na � i. Ut:-n0508 •FIJI ity of Tukwila DING DIVISION Return toss, UL and DL- dB NSNRI - 10(.1.3) - Power Reop al p4rPod n 0pWr5i co. Cern. - IRaaivs 0 - RECEIVED P40 .155 d8avale two 4340,, tees DCJNS6 Pass - No lnpetlecaids OF f OF TUKWILA Configuration COIlagira6on . - Dualr Sin�e'See Teck an PaOe number - - - Lenoneck DIN 7116 Weight. lbs - S3 - - .1.1.051000.10 9.650 a 6°.5 Survival/Rated eO Sind. kmtl lmpal - 05.2 240 {150) „Gil 11001 _ APR 4 load W1rld lea RaI� Wind. N llbtl tiled TSC 20 7 Mounting - PaWWaa Environmental Specfiaias - - - Temper0Wre Range. 'C _.. -4010.65 : •Erremninental ETSI300-019.2.4 Class 4.1E Ingress Protection 4maeedl .!".Ji I96/ - • REIT CENTER LgNnim Protection. as pods IEC 67000,65 Level 4 /IEC 61312-4110 k.4,620 us. /ENER MTBF 0 2500000 Ns ,NOT USED SCALE • 9 _ FILTER SPECIFICATION SCALE 3 l N.T.S. N.T.S. Sprint • PLANS PREPARED BY: TechnologyAssociates PNW MARKET OFFICE 617 8TH AVENUE SOUTH SEATTLE, WA 98104 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY 6 GONFIDENTNIL TO SIREN l ANY USE ilk Otio50H1 YYHEp' NAN AS IT RELATES TO SPRINT IS STRICTLY PROHIBITED PROJECT INFORMATION: THORN DYKE SE35XC001 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 REVISIONS "® 111111:82 I311 0E= ISSUED FOR 90% CD REVIEW Ell = ISSUED FOR 100% CD M® MINIM s �- MI Ell® i LICENSURE SHEET TITLE: DETAILS SHEET NUMBER: A-7 u b 1 v r GENERAL GROUNDING NOTES: 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. 3. ALL GROUND CONNECTIONS SHALL BE EXOTHERMIC. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY SPRINT REPRESENTATIVE. 5. REFER TO DIVISION 18 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 8. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM PER SPRINT STANDARD GROUNDING METHOD, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED SPRINT 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 8 CONNECTIONS SHALL BE FIELD VERIFIED. ANY DEFICIENT ITEMS SHALL BE REPLACED AS REQUIRED TO ACHIEVE ADEQUATE GROUNDING REQUIRED BY SPRINT. 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. G.C. SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION CP', "A", 14', 9') 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 8 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. 8. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. 7. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 8. WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 9. WEATHERPROOFING SHALL BE SUPPLIED AND INSTALLED BY CONTRACTOR. 10. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A GROUNDING BAR TO AN EXISTING TOWER, THE SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO MOUNTING THE GROUNDING BAR TO THE TOWER. 11. EXTEND TWO (2) 2 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING AND CONNECT TO THE PROPOSED TOWER. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR GROUNDING CONNECTIONS TO THE TOWER. (APPLICABLE TO NEW TOWERS ONLY.) 12. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUNDING BARS AS REQUIRED, PROVIDING 50% SPARE CONNECTION POINTS. 13. EXPOSED GROUND WIRES TO BE NON METALLIC LIQUID TIGHT. LEGEND • EXOTHERMIC CONNECTION • MECHANICAL CONNECTION EQUIPMENT GROUND BAR r.. ANTENNA GROUND BAR (AS REQUIRED) #2 AWG GROUND LEAD (AS REQUIRED) 41 NOTE: 1. CONTRACTOR TO REPLACE ALL MISSING GROUND BARS AND GROUNDING CONNECTIONS AS REQUIRED. NEW 02 AWO (AS REQUIRED) FROM PIPE TO GROUND BAR ITYP) NEW 08 AWO FROM RRU TO GROUND BAR (TYP) ®® ®® MECHANICAL LUG CONNECTION (TYP.) �.3 D �O 77 Sprint) PLANS PREPARED BY: 1 TechnologyAssociates PNW MARKET OFFICE 617 8TH AVENUE SOUTH SEATTLE, WA98104 1 1 PROPRIETARY INFORMATION THE INFORMATION CONTAINED P1 THIS SET OF 060008205 PROPRIETARYb CONFIDENTIAL TO SPRINT Al,ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO SPRINT 6 STRICTLY PROHIBITED PROJECT INFORMATION: THORNDYKE SE35XC001 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 EXISTING SPRINT ANTENNA GROUND BAR; FIELD VERIFY LOCATION (TYP) 145, EXOTHERMIC WELD (AS REQUIRED) ANTENNA MOUNTING PIPE (TYP.) 147 REVISIONS El= ISSUED FOR 90% CD REVIEW 11:11113326111 ISSUED FOR 100% CD MI -- -- - -- - -II- - -® - -®1011=1111==11111= -IIM _- LICENSURE: City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 14 2017 PERMIT CEN ER `NOTES & LEGEND SCALE I N.T.S. ANTENNA GROUNDING (FINAL) SCALE n N.T.S. L f SHEET TITLE: GROUNDING PLANS SHEET NUMBER: G-1 u a a 1 Spri nt) PLANS PREPARED BY: Technology` Associates PNW MARKET OFFICE 617 8TH AVENUE SOUTH SEATTLE, WA98104 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY L CONFIDENTIAL TO SPRINT ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO SPRINT IS STRICTLY PROHIBITED PROJECT INFORMATION: THORNDYKE SE35XC001 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 REVISIONS =I MEM IM11:12=MINm EN'1 ISSUED FOR 00% CD REVIEW 1831 -"®' ISSUED FOR 100% CD -- - -- - -- - - I- -- - Mill -MM - �� i LICENSURE: 1 SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: G-2 NOTES: 1. PROVIDE AT CONTACT HEAT SHRINK BURNDV GROUND LUG STRANDED CU WIRE WITH GREEN, SIZE AS SPECIFIED 600V, THHN/THWN INSULATION.\\/t`—1 -� --_. .-� LUGASE BETWEEO-OX N SURFACE BETWEEN LUG AND GROUND BAR 2. CONTRACTOR WILL VERIFY BUSS BAR . GROUNDING TO THE TOWER OR RING. 3. GROUND BARS AT BOTTOM OF TOWERS OR WIRE SIZE BURNDY LUG BOLT SIZE (SEE TABLE FOR SIZE AND MODEL) #6 AWG GREEN INSULATED - - YA6C-2TC38 3/8" - 16 NC S 2 BOLT NUT (TVP.) LOCK WASHER GROUND BAR \ ON TOWER 1 GROUND LEADS TO EACH HYBRID CABLE SECTOR GROUND BAR GROUND LEADS --� MONOPOLES SHALL USE EXOTHERMIC • CONNECTION. #2 AWG SOLID TINNED YA3C-2TC38 3/e' - 16 NC S 2 BOLT (TYP.) - - �—,- mei I FLAT WASHER — —-�=e_ #2 AWG STRANDED YA2C-2TC38 3/8" - 16 NC S 2 BOLT (TVP.) #2/0 AWG STRANDED YA26-2TC38 3/8" - 16 NCS 2 BOLT-',.BURNDY GROUNDING '•' °' TWO HOLE LUG WITH LONG BARREL FOR #6 AWG STRANDED OR i 0 00'000000000000000000 \ O #4/0 AWG STRANDED YA28-2N 1/2" - 16 NC S 2 BOLT CONDUCTOR GROUND BAR FLAT WASHER BOLT (TYP.) 0. EQUIVALENT O I� �1� L 00000000000000000000 Q 0 OOOOOOOOOOOOOOOOOOO . • . 0 Q o Q Q 0 0 o o o Q 0 o V/V�}(� 0 0• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ----- - O EXISTING GROUND BAR & CONNECTIONS (TYP.) NOTES: 1. ALL HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL. ALL HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER, GROUND BAR, GROUND LUG, FLAT WASHER AND NUT. 2. COPPER SHIELD, ANTIOX, CR NO -OX OR EQUIVALENT SHALL BE PLACE WHERE ALL DISSIMILAR METALS CONNECT. 3. ALL LUGS ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. A. j BARE WIRE TO BE NO -OX AT BOTH ENDS ' GROUND BARS OF TOWERS OR SHALL USE EXOTHERMIC CONNECTION. V TWO -HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16 x 1 1/4"STAINLESS STEEL HEX HEAD — BOLTS AND HARDWARE. — .� --- AT BOTTOM EXOTHERMIC WELD WITH #2 AWG SOLID TINNED MONOPOLES BARE CU WIRE OR STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION TO ANTENNA STRUCTURE, BUILDING, RING GROUND OR MGB MECHANICAL LUG CONNECTION SCALE 7 TOWER MASTER GROUND BAR SCALE 1 Ip'' TYPE HS TYPE 2-YA-2 TYPE XA TYPE VA -2 TYPE GT • - RRH GROUNDS WITH GREEN, INSULATION. #2 TINNED GROUND ANTENNA/RRH STRANDED CU WIRE 600V, THHN/THWN SIZE AS SPECIFIEDil FROM •��:�!■��S MOUNTING PIPE WEATHERPROOFING RRH TO KIT (TVP.) 12' TO 24' ANTENNAS ISLE : ANTENNA CABLE . ,♦0—'. • ilL O \,• •---,.. \ TYPE TA H`- TYPE VN •� ��, ,,,,IN ��� TYPE NC TYPE SS TYPE GV JUMPER t (TVP.) �■i.,■� � KIWT (SEE NOTE3) ���� .�■�� S i / 66 AWG STRANDED COPPER GROUND ANTENNA CABLE WIRE (GROUND TO GROUND BAR) M ANTENNA GROUND BAR ON TOWER "' HYBRID CABLE - GROUND LEAD d WEATHERPROOFING KIT ( TVP.) �� (TYP.) (SEE NOTE 1 8 2) CABLE GROUND KIT TO ANTENNA CABLE 71 TYPE W Cid TYPE VS — !!i� TYPE VB TYPE PT TYPE GRGRTINNED o ...<1„,....... Q• Q• 'Q` o O o 0 0� 0,0".. 00.. v • •b O 0 0 0 0 0 0 0 0 0 0 0 0 0 O Or EXISTING 4"z12"x1/4' GROUND BAR & ANTENNA GROUND BAR if AWG CONNECTION II ll II II II NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. NOTE: ERICO EXOTHERMIC MOLD TYPES SHOWN HERE ARE EXAMPLES. CONSULT WITH PROJECT MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. CONNECTIONS. a GROUNDING BAR MOUNTED NEAR ANTENNAS 2. GROUNDING KIT SHALL BE WITH TWO -HOLE LUG. CONTRACTOR TO VERIFY THAT THE GROUND 3. WEATHERPROOFING SHALL INCORPORATE PPC WEATHERPROOFING BAR IS GROUNDED TO THE GROUND RING TAPE KIT, COLD SHRINK SHALL NOT BE USED. TWO -HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16 x 1 1/4' STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE. REVIEWED FOR SCALE 11 SCALE CODE CO SECTOR GROUND BAR N.T.S. 8 EXOTHERMIC WELDING N.T.S. CABLE GROUNDING J1:__RRHPERPLAN t.. 1 ` (jUNCigAPPR^/ JUN 2 8 20 1 1 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 14 2011 PERMIT CENTER SEE DETAIL 'A' •ES.,1' ,,,. �,_ ` #B AWG HEAT SHRINK TUBE DETAIL 'A" `800MHz RRH GROUNDING SCALE 12 NOT USED NCTSE 9 NOT USED SCALE 3 Spri nt) PLANS PREPARED BY: Technology` Associates PNW MARKET OFFICE 617 8TH AVENUE SOUTH SEATTLE, WA98104 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY L CONFIDENTIAL TO SPRINT ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO SPRINT IS STRICTLY PROHIBITED PROJECT INFORMATION: THORNDYKE SE35XC001 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 REVISIONS =I MEM IM11:12=MINm EN'1 ISSUED FOR 00% CD REVIEW 1831 -"®' ISSUED FOR 100% CD -- - -- - -- - - I- -- - Mill -MM - �� i LICENSURE: 1 SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: G-2 �vJ ILA h, yz City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director July 11, 2018 Meghan Howey Technology Associates EC Inc. 650 S Orcas St — Suite R-103 Seattle, WA 98108 RE: Request for Extension/Reopen — D17-0092 Sprint — 5301 Southcenter Blvd Dear Ms. Howey, This letter is in response to your request to re -open the already expired permit D17-0092. The Building Official has reviewed your letter and determined that the City of Tukwila Building Division will not be re -opening the permit. A notice was mailed to the designated contact for this permit (Amanda Nations) a full month ahead of expiration (letter was dated and mailed December 1, 2017) which provided two options to keep the permit in good standing. The first was to continue construction and have an inspection and the second option was to submit for extension at least (7) days in advance of the expiration date. The request we did receive was received (4) weeks after the actual expiration of the permit. This is why your request for extension has been denied. In order for work to continue and inspections be conducted, a new permit will need to be issued. To do this, complete and submit a new application. As with the original submittal of the permit, this submittal will need to be made in person. If you have any concerns or questions, feel free to contact me in the permit center at 206 431-3670. If you wish to discuss the determination made, please contact the Building Official directly at 206 431- 3675. R,A1 Bill Rambo Permit Technician File: Permit No. D17-0092 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Bill Rambo From: Meghan Howey <meghan.howey@taec.net> Sent: Monday, July 9, 2018 1:55 PM To: Bill Rambo Subject: Request to Reactivate/Extend Permit Number D17-0092 (Sprint SE35XC001 Thorndyke) Attachments: SE35XC001_DOESS800_BP_07.18.17.pdf Hi Bill, Thank you so much for your assistance! As we discussed, my client's permit (D17-0092) expired in January. I'm wondering if we can reactivate and extend it. If so, what is required? Thank you! © Building Official Meghan Howey Technology Associates EC INC. Real Estate Specialist II 1 meghan.howey@taec.net 1 Cell: 253-682-8556; Office: 425-954-8047 Ext. 1615 650 S Orcas St, Ste R-103 1 Seattle 1 WA 1 98108 ® Please consider the environment before printing this e-mail. The information contained in this e-mail message is intended for the use of the individual or entity to which it is addressed and may contain information that is proprietary, privileged, confidential, and exempt from disclosure under applicable laws. If the reader of this message is not the intended recipient, or the employee or agent responsible for delivery to the intended recipient, you are hereby notified that any use, printing, reproduction, disclosure or dissemination of this communication may be subject to legal action or sanction. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. 1 ] Request for Extension # j Current Expiration Date: Extension Request: —Approved for days yDenied (provide explanation) Eyr/e a >c p v--ect Signature/Initials 1 RECEIVED CITY OF TUKWILA JUL 09 2018 PERMIT CENTER 12/1/2017 City of Tukwila Department of Community Development AMANDA NATIONS 650 S ORCAS ST - SUITE 103 SEATTLE, WA 98108 RE: Permit No. D17-0092 SPRINT 5301 SOUTHCENTER BLVD Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 1/14/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 1/14/2018, 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, Rachel le Ripley Permit Technician File No: D17-0092 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 O O PERMIT COORD COPY: PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0092 PROJECT NAME: SPRINT DATE: '04/14/17 SITE ADDRESS: 5301 SOUTHCENTER BLVD X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: � MVV� uildin Divi,, sion I 61g )-6-1.%17 Public Works TWO Fire Prevention Structural Al7nt. 911161/1 Planning Division Permit Coordinator 7-11 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 04/18/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 05/16/17 Notation: REVIEWER'S INITIALS: DATE: !Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 MASTEC NETWORK SOLUTIONCJC Horne Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries 0 Search L&I A -Z Index ilelp Page 1 of 2 My L &I . Workplace Rights Trades & Licensing MASTEC NETWORK SOLUTIONS INC Owner or tradesperson Principals APPLE, ROBERT E,. PRESIDENT DE CARDENAS, ALBERTO I, VICE PRESIDENT PITA, GEORGE L, TREASURER CORPORATE CREATIONS NETWRK INC, AGENT Doing business as MASTEC NETWORK SOLUTIONS INC WA UBI No. 603 235 974 22263 68th AVE S KENT, WA 98032 253-370-8961 KING County Business type Corporation Governing persons ROBERT APPLE ALBERTO DE CARDENAS; GEORGE PITA; GEORGE L PITA; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Electrical Contractor Active. Meets current requirements. License specialties GENERAL License no. MASTENS863JS Effective — expiration 04/10/2014— 04/10/2018 Designated administrator Brubach, Anthony J Active. Meets current requirements. License type License no. Electrical Administrator BRUBAAJ868QF Bond .............. Travelers Cas and Surety Co of America Bond account no. 106063550 $4,000.00 • Received by L&I Effective date 04/10/2014 03/31/2014 Expiration date Until Canceled Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603235974&LIC=MASTENS863JS&SAW= 7/18/2017 MASTEC NETWORK SOLUTIONSINC Savings No savings accounts during the previous 6 y dr period. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 011,664-04 Doing business as MASTEC NETWORK SOLUTIONS INC Estimated workers reported N/A L&I account contact TO / (360)902-4715 Account is closed. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes ........................................................ No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 05/30/2017 Inspection no. 317945101 Location 22263 68th Ave S Kent, WA 98032-1914 Inspection results date 04/27/2016 Inspection no. 317940066 Location 18315 9th St E. Sumner, WA 98390 No violations No violations Page 2 of 2 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=603235974&LIC=MASTENS863JS&SAW= 7/18/2017