The URL can be used to link to this page

Home My WebLink AboutPermit D18-0261 - SPRINT - ANTENNA REPLACEMENTSSPRINT 5301 SOUTHCENTER BLVD 018-0261 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 1157200140 5301 SOUTHCENTER BLVD Project Name: SPRINT Permit Number: D18-0261 Issue Date: 10/25/2018 Permit Expires On: 4/23/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: PK PROPERTIES LLC PO BOX 571, BLACK DIAMOND, WA, 98010 MEGHAN HOWEY 650 S ORCAS ST - SUITE 103 , SEATTLE, WA, 98108 MASTEC NETWORK SOLUTIONS INC (CONST) 806 S DOUGLAS RD 11TH FLOOR , CORAL GABLES, FL, 33134 MASTENS876KN SPRINT 650 ORCAS ST - SUITE 103 , SEATTLE, WA, 98108 Phone: (253) 682-8556 Phone: (866) 545-1782 Expiration Date: 5/14/2019 DESCRIPTION OF WORK: REPLACEMENT OF (3) PANEL ANTENNAS, ADDITION OF (5) RRU'S, (2) FILTERS, (2) HYBRID CABLES AND (4) POWER CYLINDERS ON AN EXISTING ROOFTOP WIRELESS COMMUNICATIONS FACILITY. Project Valuation: $20,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $887.09 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: 2017 2017 2017 2015 / Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: Date: id I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Date: This permit shall become null and void if the work' not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a p of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 6: 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. 7: 1) Provide an emergency shut off for both A/C and D/C power to the antenna array or provide a study conducted by Professional Engineer with experience with the Evaluating compliance with FCC Guidelines for Human Exposure to Radio Frequency Electromagnetic Fields OET Bulletin 65. Specifically, on exposure limit(s) to Fire Department personnel working within 50' of the antenna locations. (Roof Top Modeling) 2) Equipment room shall have fire alarm installed and tied into the main building fire alarm panel 8: These plans were reviewed by FM 51, if you have any questions or to schedule an inspection call 206-575- 4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. 171 Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 5301 Southcenter Blvd Tenant Name: Sprint King Co Assessor's Tax No.: 1157200140 Suite Number: Floor: PROPERTY OWNER Name: Meghan Howey Address: 650 S Orcas Street, Suite 103 Name: PK Partnership Phone:(253) 682-8556 Fax: Email: meghan.howey@taec.net Address: PO Box 571 State: City: Black Diamond State: WA zip: 98010 CONTACT PERSON — person receiving all project communication Name: Meghan Howey Address: 650 S Orcas Street, Suite 103 City: Seattle State: WA Zip: 98108 Phone:(253) 682-8556 Fax: Email: meghan.howey@taec.net GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: Address: 650 S Orcas Street, Suite 103 City: Seattle State: WA Zip: 98108 Phone: Fax: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:'Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: ❑ Yes m ..No ARCHITECT OF RECORD Company Name: Technology Associates EC Inc. Architect Name: Vlad Diaconu Address: 650 S Orcas Street, Suite 103 City: Seattle State: WA Zip: 98108 Phone: Fax: Email: vlad.diaconu@taec.net ENGINEER OF RECORD Company Name: Technology Associates EC Inc. Engineer Name: Vlad Diaconu Address: 650 S Orcas Street, Suite R-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: N/A Li Yi `� Address: ,S 0 (S ^ ' Ste -tin f5 (6 City: SC CAC State: % Zip: 4 % Page 1 of 4 14. BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 20,000 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 Existing Building Valuation: $ Will there be new rack storage? ❑ Yes V1.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm 121 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 ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line \2011 Applications\Permit 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 1SL Floor 2"d Floor PI Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm 121 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 ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line \2011 Applications\Permit 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): Sprint proposes modifications to an existing telecommuication facility This project includes the removal of (3) panel antennas and the installation of (3) panel antennas, (5) RRUs, (3) filters, (2) hybrid cables, (2) power cylinders, and (2) fiber cylinders. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 0 ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 0 .. Highline ❑ ... Valley View ❑ .. Renton ❑...Sewer Availability Provided 0 .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond ❑ .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ...Total Cut 0 ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements 0 ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water 0 ...Permanent Water Meter Size... 0 ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ❑ ...Water Main Extension Public 0 ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis 0 ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage 0 .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line )f ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding WO # WO # WO # 0 ...Deduct Water Meter Size Private 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docz 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 OWN ' t ' A �% ZED A T: Signature: j Date: 08.21.18 Print Name: eghan Howey, ethnology Associates EC Inc. Day Telephone: 253-682-8556 Mailing Address: 650 S Orcas St, Ste R-103 H:Wpplications\Forms-Application On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Seattle WA 98108 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT PermitTRAK I QUANTITY PAID $887.09 D18-0261 Address: 5301 SOUTHCENTER BLVD Apn: 1157200140 $887.09 Credit Card Fee $25.84 Credit Card Fee R000.369.908.00.00 0.00 $25.84 DEVELOPMENT $836.65 PERMIT FEE R000.322.100.00.00 0.00 $491.91 PLAN CHECK FEE 8000.345.830.00.00 0.00 $319.74 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $24.60 TECHNOLOGY FEE R000.322.900.04.00 TOTAL FEES PAID BY RECEIPT: R15222 0.00 $24.60 $887.09 Date Paid: Tuesday, August 21, 2018 Paid By: TODD TELKAMP Pay Method: CREDIT CARD 026305 Printed: Tuesday, August 21, 2018 4:07 PM 1 of 1 SYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 08/21/2018 04:07:06 PM CREDIT CARD SALE VISA CARD NUMBER: **********9926 K TRAN AMOUNT: $887.09 APPROVAL CD: 026305 RECORD #: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Page 1 of 2 https://classic.convergepay.com/V irtualMerchant/transaction.do?dispatchMethod=printTra... 8/21/2018 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 08/21/2018 04:07:06 PM CREDIT CARD SALE VISA CARD NUMBER: **********9926 K TRAN AMOUNT: $887.09 APPROVAL CD: 026305 RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy Page 2 of 2 https://classic.convergepay.com/V irtualMerchant/transaction.do?dispatchMethod=printTra... 8/21/2018 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: c ; Tfinspection:ection: rprKY istA, Address: 5301 J1u WDate p) Called: /_"'----, Special Instruction • .( / €L tir� .Cj) R R L`S • (S) ,Gl (41)G e y ik • (a an) Reef --el, -S Date Wanted: VD- a {-ZO43. ca.m? p.m. Requesteffes r j Phone No: 1 -2.04 -8g2 -1/5L18 pproved per applicable codes. ElCorrections required prior to approval. COMMENTS: Rif a /ii/el "(5 Inspector. 00 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit D1.8--02 61 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: i!" !(f " T e of Inn�sgqection: owe tai hTC,,. r,PSP4�L- Addr ss: 53U I Sot-(ar &vet Date Called: V Date Wanted: 10 - 3O - 20%8/ m. p.m, Special Instructions: VINO rte Ne - SltA41 4 aNC — (f40.915-/ 782. Requester. Mt. J-» ) Phone o: 253 682 -85S ( Approved per applicable codes. Corrections required prior to approval. /f() /01-ccess vc)v-7-rt 2 ,va flails- or Qt./14Y o va ire. 3' PfrcirCA�Lt LE e& re tC7'� doil-Y t Inspector „ n CO_ Date:to/re/24,3 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit N 02,6/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 41 --7-g# Type of Inspection: 7 4// i ''-4 v/ Address: Suite #: 630 i ' a Contact Person: Special Instructions: Phone No.: []Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ai lzi-Ka 3 /4214,1-,4-( lidoU S . 3 I ,`ex ( Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 0 ,ri5-7 Date: %/30// s Hrs.: / 0 f $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 18 2018 City of Tukwila BUILDING DIVISION IFILD! Structural Calculations For SE35XC001 Thorndyke Antenna Upgrade ,A° °I+, +fp?' RECEIVED CITY OF TUKWILA AUG 21 2018 PERMIT CENTER Headquarters 3115 Melrose Drive Suite 110 Carlsbad, CA 92010 Tel (760) 765-5275 www.taec.net EXECUTIVE SUMMARY The purpose of this report was to provide a structural analysis for the replacement of (3) antennas and the addition of (5) pieces of radio equipment with (3) filters. This report was commissioned by Sprint Wireless. The site is located at 5201 Southcenter Blvd., Tukwila, WA 98188. Applicable codes: • International Building Code 2015 • City of Seattle Design Provisions • Washington State Building Code 2015 • TIA/EIA-222G • ASCE/SEI 7-10 Design Criteria • Seismic Zone: D • Ss: 1.468g; SI: 0.548g • Wind Speed: 110 MPH • Exposure Category C • Risk Category: II AJ$WAW OS f,• GIRL{ Headquarters 3115 Melrose Drive Suite 110 Carlsbad, CA 92010 Tel (760) 765-5275 www.taec.net A Technology • Associates Existing Loading Configuration Elevation Sector Carrier Appurtenance 35' DI° Sprint (1) ET -X -M -18-65-8P (1)RRH-V3 (1) 2.5GHz Filter (1) APXVRRI3-C-A20 (1) 1900 MHz RRU 35' 110° Sprint (1) ET -X -M -18-65-8P (1) RRH-V3 (1) 2.5GHz Filter (1) HBXX-90140S-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 (1) ET -X -M -18-65-8P (1) RRH-V3 35' A S print p (1) 2.5GHz Filter 01° (1) KMW ETCR-6541L12H6 (2) 800 MHz RRU (1) 800 MHz Filter (1) ET -X -M -18-65-8P (1) RRH-V3 35' B S print p (1) 2.5GHz Filter 110° (1) APXVERRI8-C-A20 (1) 800 MHz RRU (1) 800 MHz Filter (1) ET -X -M -18-65-8P (1) RRH-V3 35' G 270° S print p (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 ASCE 7 Windspeed ASCE 7 Search Results Query Date: Wed Jan 25 2017 Latitude: 47.4646 Longitude: -122.2676 ASCE 7-10 Windspeeds (3 -sec peak gust In mphl: Risk Category I: 100 Risk Category II: 110 Risk Category Ill -IV: 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 Windepeed: 70 (fastest mile in mph) 'Mass per now —Moan Rea/rents Interval Applied Technology Council W/NDSPEED BVLOCATION Ground Snow Load Related Resources Sponsors About ATC Contact Users should consult voith local building officials to determine If there are comm mity4pecitic wind speed requirements that govern. aPrint your results eel &I i x;=x Redmond Seattle ., awlvr �• f - a3 Kent AI9nG -,) awn Tacoma 'IAkewood Puyatwp evr L1 . Issaquah Ll Ustoc .96'10e SnoqueM. L'v v Cueenwa Map datodo2OViapeogle 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 governing 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 • poked Technology Council • 201 Redwood Shores Parkway, Suite 240 • Redwood City. California 94065 • (650) 595-1542 Page 1 of 1 http://windspeed.atcouncil.org/index.php?option=com_content&view=article&id=10&dec... 1/25/2017 1/25/2017 Design Maps Summary Report USGS 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/III USGS-Provided Output Ss = 1.468 g S, = 0.548 g SMS = 1.468 g SM, = 0.823 g SDS = 0.979 g Sp, = 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. 1.65 1.50 1.35 1.20 1.05 0.90 IA 0.75 0.60 0.45 0.30 0.15 0.00 0.00 0.20 MCER Response Spectrum 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 Period, T (sec) 2.00 1.10 1.00 0.90 0.80 0.70 171 0.60 A 0.50 0.40 0.30 0.20 0.10 0.00 0.00 Design Response Spectrum 20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) 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. 1 his tool is not a substitute for technical subject -matter knowledge. e ttp://earQquake.usgs.gov/desigrmaps/ts/sunmary.php?template=mirimal8Jatitude=47.464648&longitude=-122.2675848siteclass=3&riskcategary=08aditian=... 1/1 Technology`' Associates Project Information Site #: SE35XC001 {Date: 3/13/2017 Site Name: Thomdyke Design by: SD TIA-222-GIASCE 7-10 Wind Loading Wind speed 3 sec Gust w/ice Design ice thickness Escalated Ice thickness Gust Effect Factor Wind Direction Factor Structure Class/Risk Cat. Exposure Category Avg. Equipment/building Height Velocity Pressure Coefficient Topographic Coefficient Wind Importance Factor Wind +Ice Importance Factor Velocity Pressure V= Vke ti= G:= GH= Kd= h= K,= K,t= 'wind= Iwind+ke= q= 110 30 0.25 0 0.85 0.85 C 35.00 1.01 1.00 mph (3 -sec gust) Annex 8 (ASCE Figure 26.5-1A) mph Annex B inches Annex8 inches 1.00 1.00 26.59 feet oaf 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) Velocity Pressure, q,=0.00256•K, •Kt, •Kd•V2 *1 Appurtenance Loading Description Ericsson APXV9ERR18-CA20 800MHz RRU loft 3 STD Pipe Mount KMW ETCR-654L12H6 Sprint 8T8R 2.5G Radar Filter Samsung 2.5 GHz RRH KMW ETX-WM-18-65-8P Cl (feet) 35 35 35 35 35 35 35 CaAa w/ no ice (ft2) Front Side 8.02 5.29 1.65 2.31 3.50 3.50 15.72 4.61 0.80 0.32 2.66 1.42 6.66 2.20 CaAa w/ ice (ft�) Front Side 8.42 5.70 1.77 2.45 4.02 4.02 16.19 5.00 0.89 0.39 2.82 1.55 6.99 2.48 Weight(lb) no ice w/ ice 50.00 50.09 59.50 59.67 75.80 75.82 38.50 38.64 22.00 22.02 71.82 71.94 47.00 47.06 Wind pressure Front Face Forces (Ib) q= • GH no ice w/ ice 22.60 181 14 22.60 37 3 22.60 79 7 22.60 355 27 22.60 18 1 22.60 60 5 22.60 151 12 Side Face Forces (Ib) no ice w/ice 119 10 52 4 79 7 104 8 7 1 32 3 50 4 TechnologyAssociates ASCE 7-10 Seismic Design Project Information Site #: SE35XC001 Date: 3/13/2017 Site Name: Thomdyke Design by: SD 0.2s Spectral Response Acceleration 1.0S Spectral Response Acceleration Site Coefficient Per Ss and Site Class Site Coefficient Per S1 and Site Class Short period Mapped MCER, F,' SS is period Mapped MCER, * S, Design Spectral Acceleration at short period, 2/3' SMS Design Spectral Acceleration at ls, 2/3 * SM1 Per ASCE 7-10 Chapter 13 Component Amplification Factor ap= Component Importance Factor IP Component Operating Weight Component Response Modication Factor RP Height in Structure at point of attachment of component z= Average roof height of structure h= Ss= S1= Fa Fv= SMS= SM1= SDs= SDI= Seismic Design Force: Fp = (0.4apSDsWp)/Rp/Ip*(1+2z/h) Fe 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 8 1.00 1.50 Wp 8 8 g 8 2.50 35.00 47.00 0585 2.349 0.661 ft ft Wp USGS Java Motion Calculator USGS Java Motion Calculator IBC 2015 Table 1613.3.3(1) IBC 2015 Table 1613.3.3(2) IBC 2015 Equation 16-37 IBC 2015 Equation 16-38 IBC 2015 Equation 16-39 IBC 2015 Equation 16-40 ASCE 7-10, Table 13.6-1 ASCE 7-10, Section 13.1.3 ASCE 7-10, Table 13.6-1 ASCE 7-10 Eq. 13.3-1 Technology ` " Associates Lateral Loads: Wind Velocity Pressure: Project: SE35XC001 Date: 03-13-2017 By: SD Attached Mast Analysis qz= 26.59 psf Frame members drag Cf:=1.4 coefficient: Gust Effect Factor: Equipment Loads: (arranged 1 thru 7) GH:=0.85 9Z,.=4Z•Cf•GH=31.65 ft 7117 SW Beveland St. Suite #101 Tigard, OR 97223 Tel. (971) 295-3120 Equipment Front (Ib) Side(ib) Weight no ice(Ibl 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: Spectral Design Accelerations: SDs= s02= Cs= 0.661 Cs=0.661 wp 0.979 g 0.548 g Technology', Associates Project: SE35XC001 Date: 03-13-2017 By: SD Typical Antenna Connection Detail 7117 SW Beveland St. Suite #101 Tigard, OR 97223 Tel. (971) 245-3120 Technology,' Associates Project: SE35XC001 Date: 03-13-2017 By: SD Layout 7117 SW Beveland St. Suite #101 Tigard, OR 97223 Tel. (971) 245-3120 Parapet Walls Sector Alpha/ ETCR Antenna + (2) 800 VVind, :=F4+ 2 F2 + F5 + F3= 527 lb Gamma MHz RRU + Filter + Mount (Viewed from Pipe: Front) 2.5 GHz Antenna + RRU Wind2:=F7+ F6+F3= 290 lb + Mount Pipe: Sled Mount 2.5 GHz Antenna + RRU Wind3:=F7+F6+F3= 290 lb Sector Beta + Mount Pipe: (Viewed from Front) 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: Wp:=W4+2 W2+W5+W3=255 lb Ev:= 0.2 • SDS*Wp= 50 lb p:=1.0 QE:=Cs • Wp= 169 lb EH:= p• QE= 169 Ib Technology', ' Associates Project: SE35XC001 Date: 03-13-2017 By: SD Design Wind Force: Wu,:=qz,=31.6 lb ft2 Component Wind Force: Fu,:= 9z •Windi=627 lb q< 7117 SW Beveland St. Suite #101 Tigard, OR 97223 Tel. (971) 245-3120 if (Fu,>EH, "Wind Controls", "Seismic Controls") ="Wind Controls" Antenna Mast: Eccentricity: Moment Values: Bending due to Weight: 3 Std Pipe Mount e:=6 in M' Wind] .4 ft_5271b•ft 4 MD:=WP•e=128lb•ft Mu=MI +1.2 MD=680 lb• ft Flexural Strength: OM„ := 5.75 .103 • lb • ft (AISC Table 3-15) Axial Load: Pu:=1.2•In= 306 lb 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: Ag:=2.07 in2 Yield Strength: F := 35 ksi Available Critical Stress: Axial Strength: KL =41 r 4Fc,.:= 28.9 ksi ¢P,, := ¢F. • Ag =59823 lb (AISC Table 4-22) Technology* Associates AISC Equations H1 -la and Project: SE35XC001 Date: 03-13-2017 By: SD H1 -1b DCR:= :. Existing Pipe Mounts are sufficient to support the proposed loading. if Pu>0.2 OPn ii ,Pu 8 Mu Y II 'Pn 9 q5Mn also if u. -.(11p. 0.2 �Pn 111 II 1Pu +9•I(8 Mu 1i 2 4Pn 8 l 9 7F1/17F1/1I else H 111 if (DCR < 1.0 , "OK", "N.G.") = "OK" 7117 SW Beveland St. Suite #101 Tigard, OR 97223 Tel . (971) 245-3120 =0.121 Bolt Connection To 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: 1 db:= 2 in " F.— 1.2 W 153 lb Nb (krtt,,:= 3.98 .103 • lb (AISC Table 7-1) := 6.63 (103 •lb) (AISC Table 7-2) s:=4 ft Winds Ft := —263.6 lb 2 Force Interaction: Int Ft + Ft, 0.078 �6rttt 4 rnv 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 Project: SE35XC001 Date: 03-13-2017 By: SD 7117 SW Beveland St. Suite #101 Tigard, OR 97223 Tel. (971) 245-3120 Ballasted Sledmount Analysis Include « C.\Users\jeremiah.donart\Documents\Structural\Roof Top Analysis\Sprint\SE35XC001 Thorndyke\Analysis \Attached Antenna Check.mcdx Sled Mount Detail *Sketch provided IDE *As conservative measure app/y all loading at the tip of the 3" Pipe Mounts iv 4-3' ., 4 of *Sketch provided IDE F:=Windt = 527 lb M,,:=F•7 ft= 3.691.103) lb•ft Wp = 255.3 lb Technology Associates 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) 245-3120 Flexural Strength: 4Mn := 5.75.103 • lb • ft (AISC Table 3-15) Axial Load: P,t:=1.2.4Vp=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: A9 := 2.07 in2 Yield Strength: F:=35 ksi KL =72 r Available Critical Stress: �F := 24.2 ksi Axial Strength: qPn :_ oFcr •A9 = 50094 ib AISC Equations H1 -la and H1 -1b DCR:= :. Existing Pipe Mounts are sufficient to support the proposed loading. if --2—> 0.2 OPT! (AISC Table 4-22) JPU8ML II4P" 9 (*in also if Pu <0.2 (i)Pn. II 1 P,L 9 I(8 M„ 2 OP" + 8 \ 9 —0Mn) else 11 JI 1 if(DCR < 1.0, "OK" , "N.G.") = "OK" = 0.645 Technology'," Associates Check Sledmount for Overturning: (22) 8x8x16 CMU Blocks on each side of the sled. +F7+F5=350 lb F2 := 3.1'3= 237 lb F3:=F2+F8= 97 lb F4 := 704 lb Project: SE35XC001 Date: 03-13-2017 By: SD 7117 SW Beveland St. Suite #101 Tigard, OR 97223 Tel. (971) 295-3120 *Sketch provided IDE Overturning Moment: MQT:= 0.6 (F1.9.5 ft+F2.6 ft+F3.4 ft) = (3.083.103) lb • ft Resisting Moment: MR:=F4.8 ft= (5.632.103) ib•ft Factor of Safety Against FSot := MR —1.827 Overturning: Mor if (FSOt> 1.33, "OK", "N.G.") = "OK" Technology t= . Associates Check Sledmount for Sliding: Project: SE35XC001 Date: 03-13-2017 By: SD 7117 SW Beveland St. Suite #101 Tigard, OR 97223 Tel. (971) 295-3120 Frame Weight: fr := 200 ib Total Equipment Weight: Equip:=W1 +W2+3 W3+W5+W6+W7=478 lb Total CMU Block Weight: cmu := 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 FS3,:= µ W —1 827 Sliding: Wind if (F.5,1> 1.2 , "OK" , "N.G.") = "OK" REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division NOTE: Revisions tviil rrecrAiro a new p1ar ubmittal and may i1;,;u!t:0 additional plan review Sprint0 Know what's 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 IECCNJASHINGTON 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 GENERAL NOTES T-3 GENERAL NOTES CONSTRUCTION MANAGER OVERALL SITE PLAN A-2 ENLARGED SITE PLAN A&E MANAGER ANTENNA PLANS A-4 ELEVATIONS PLANNING CONSULTANT ELEVATIONS A-6 ANTENNA DETAILS RF MANAGER DETAILS G-1 GROUNDING PLAN RF ENGINEER GROUNDING DETAILS PROPERTY OWNER SPRINT REPRESENTATIVE MV MANAGER SHEET INDEX SIGNATURE BLOCK FIIF rpY Permit No. PICt d%i0 THO R N DYKElan review approval is subject to errors and omissions. SE35XC001 ROOF TOP 5301 SOUTHCENTER BLVD Bk TUKWILA, WA 98188 Date: KING COUNTY LATITUDE: 47° 27' 52.7328" N (47.464648) LONGITUDE: 122° 16' 3.3024" W (-122.267584) PNW MARKET Approval of construction documents does not cuThorize the violation of any adopted code or ordinance of approved Field Copy and conditions is ac;:n ;r;$EWER FOR CODE -COMPLIANCE APPROVED AREA MAP VICINITY MAP SPRINT PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY, THE PROJECT CONSISTS OF: - REMOVE (3) EXISTING PANEL ANTENNAS 8 REPLACE WITH NEW (3) PANEL ANTENNAS - INSTALL (5) NEW RRUs -INSTALL (3) NEW CO -LOCATION FILTER - INSTALL (2) NEW HYBRID CABLE - INSTALL (2) NEW POWER CYLINDER - INSTALL. (2) NEW FIBER CYLINDER PROJECT DESCRIPTION City of Tukwila BUILDING DIVISION 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 I5/1-005/SEATTLE/TACOMA 8. TAKE THE 51ST AVE S EXIT TOWARD SOUTHCENTER PKWY. 7, TURN LEFT ONTO 51ST AVE S. 8. TURN RIGHT ONTO S 151ST ST. 9. TAKE THE 1ST 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 617 8th AVENUE SOUTH SEATTLE, WA 98104 CONTACT: VLAD DIACONU PHONE: (218) 375-2310 EMAIL: Nad.dieconu5taec.rat SITE ACQUISITION PROJECT MANAGER: TECHNOLOGY ASSOCIATES 817 8th AVENUE SOUTH SEATTLE, WA 98104 CONTACT: BARB CHANEY PHONE: (208)310-0477 EMAIL: barbere.chaney®ta`ecnet CONSTRUCTION MANAGER::-.,, r. SPRINT OLI 4'"11 .i ii L. 1 LrttVIl CONTACT: JAN SOMERS,! `.,.., FA R. REGIONAL SITE DEVELOPMENT (VT• PHONE: (425) 278-7581 RF MANAGER: SPRINT CONTACT: SCOTT GERDTS PHONE: (425) 278-7581 C /MaChanical { E 1E ccitnca1 Numbing !�1 Cas Piping Ciiy of Tukwila DIVISION PROJECT TEAM SEP 18 2018 A -J City of 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 G-2 GROUNDING DETAILS SHEET INDEX APPLICANT: SPRINT CONTACT: JAN SOMERS REGIONAL SITE DEVELOPMENT PHONE: (425) 278-7581 RECEIVED CITY OF TUKWILA AUG 21 2018 PROPERTY INFORMATION: PROPERTY OWNER: P K PARTNERSHIP ADDRESS: PBLAC.O.BOKDIAX571MO KRAIT CENTER CONTACT: PROPERTY MANAGER PH: 253-804-5840 ZONING CLASSIFICATION: CONSTRUCTION TYPE: OCCUPANCY: JURISDICTION: CURRENT USE: PROPOSED USE: PARCEL NUMBER(S): 1157200140 REGIONAL COMMERCIAL MIXED USE - RCM IIA U CITY OF TUKWILA UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY PROJECT SUMMARY Spri nt•> PLANS PREPARED BY: TechnologyAssociates PNW MARKET OFFICE 617 8TH AVENUE SOUTH SEATTLE, WA 98104 PROPRIETARY INFORMATION TME INFORMATION CONTAINED N THIS SET OF DRAWINGS IS PROPRIETARY 6 CONFIDENT.. TQ 6PRNT ANY VSE OR OISQIOSURE OTHER THAN AS IT RELATES TO SPRINT IS STRICTLY PROHIBITED PROJECT INFORMATION: THORNDYKE SE35XC001 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 REVISIONS 1 REV. DATE DESCRIPTION BY A 03/13/2017 ISSUED FOR 90% CD REVIEW JCC 03/24/2017 ISSUED FOR 100% CD CMB SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 13 Me 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. 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL 8E 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. 8. 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 IS 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 WITH 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 MANUFACTURERS 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 DRAWNGS. 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 TO 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, 6) CONFINED SPACE, C) ELECTRICAL SAFETY, D) TRENCHING 8 EXCAVATION. 23. ALL EXISTING INACTIVE SEWER WATER, GAS, ELECTRIC, AND 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 OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OF DRIVEWAY, SHALL BY GRADED TO A 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. 28. 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. 36. 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 WITH 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 WORK IS TO BE COORDINATED BY THE SUBCONTRACTOR. B. 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 15 THE SUBCONTRACTORS 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. E))ISTING UTILITIES: 99 NOT INTERRUPT EXISTING ERVIN . Fp,cvngs. 00154IED BY THE OWNE13.96 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: 4515102321 (CLASS 1, 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 NONPOROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS III, IVA OR IVB) 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. 2.3 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 WHERE STRUCTURAL FILL MATERIAL ARE REQUIRED. 2.5 GRANULAR BEDDING AND TRENCH BACKFILL: WELL -GRADED SAND MEETING THE GRADATION REQUIREMENTS OF ASTM D2487 (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 (L1>45). MATERIAL CONTAINING REFUSE, FROZEN LUMPS, DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE MATTER, WOOD, STONES IN EXCESS OF 31NCHES IN ANY DIMENSIONS AND DEBRIS AS DETERMINED BY THE CONSTRUCTION MANAGER. TYPICALLY WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, ML, AND 01. 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 8 INCHES WIDE WITH A MINIMUM THICKNESS OF 0.004 INCHES. TAPE SHALL HAVE MINIMUM STRENGTH OF 1500 PSI IN BOTH DIRECTIONS AND MANUFACTURED WITH INTEGRAL CONDUCTORS, FOIL BACKING OR OTHER MEANS TO ENABLE DETECTION BY A METAL DETECTOR WHEN BURIED UP TO 3 FEET DEEP. THE 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 TOA 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 8 INCHES, AND REMOVE TOA 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 WITH 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 REOUIRED 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 4 INCHES 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 698. 3.3 TRENCH EXCAVATION: A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWNGS 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, OR OTHERWISE 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 WITH 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 8-1908 MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE. G. COMPACT FINAL TRENCH BACKFILL 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 9596 OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D 698. 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 TO A DEPTH OF B 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 AS 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 ASINGLE 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 4INCHES OF 1/Y- 3/P 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:/�t FOR 01\ A. DIVISION 600- KDOT FLEXIBLE PAVEMENT (UPDATE PE LOCAL DREVIEWED i B. SECTION 403 - MODOT ASPHALT CONCRETE PAVEMEN K CODE COMPLIANCE APPROVED SEP 18 318 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 21 2018 PERMIT CENTER Sprint> l PLANS PREPARED BY: Technology4Associates PNW MARKET OFFICE 617 8TH AVENUE SOUTH SEATTLE, WA98104 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY 11. CONFIDENTIAL TO SPRINT ANY USE ON DISCLOSURE OTHER THAN AS IT RELATES TO SPRINT 0 STRICTLY PROHIBITED PROJECT INFORMATION: THORNDYKE SE35XC001 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 REVISIONS REV. DATE DESCRIPTION BY A 03/13/2017 ISSUED FOR 945 CD REVIEW JCC 03/24/2017 ISSUED FOR 1009E, CD CMB SHEET TITLE: GENERAL NOTES SHEET NUMBER: T-2 / GENERAL NOTES N 1. THIS FACILITY 15 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, & NOTES PRIOR TO STARTING CONSTRUCTION. INCLUDING BUT NOT LIMITED BY DEMOLITION. THE CONTRACTOR SHALL BE ABBREVIATION DEFINITION ABBREVIATION DEFINITION ABBREVIATION DEFINITION 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. q,B. ANCHOR BOLT FAB. FABRICATION(OR) PWR. POWER (CABINET) 4. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT ABV. ABOVE F.F. FINISH FLOOR QTY. QUANTITY SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF ACCA ANTENNA CABLE COVER ASSEMBLY F.G. FINISH GRADE RAD.(R) RADIUS REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK CONTACT USA DIG ALERT tg9 ADD'L ADDITIONAL FIN. FINISH(ED) REF. REFERENCE 800-217-2600 A.F.F. ABOVE FINISHED FLOOR FLR. FLOOR REINF. REINFORCEMENT(ING) A.F.G. ABOVE FINISHED GRADE FDN. FOUNDATION REQ•D. REQUIRED 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING ALUM. ALUMINUM F.O.C. FACE OF CONCRETE RGS. RIGID GALVANIZED STEEL CONSTRUCTION. ANY DAMAGE TO PROPOSED OR EXISTING SURFACES, STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR ALT. ALTERNATE F.O.M. FACE OF MASONRY RRU. RADIO REMOTE UNIT REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER. THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANT. ANTENNA F.O.S. FACE OF STUD SCH. SCHEDULE ANY DAMAGED AREAS. APPRX. APPROXIMATE(LY) F.O.W. FACE OF WALL SHT. SHEET ARCH. ARCHITECT(URAL) F.S. FINISH SURFACE SIM. SIMILAR 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 AWG. AMERICAN WIRE GAUGE FT.() FOOT(FEET) SPEC. SPECIFICATION(S) INSPECTION AT ALL TIMES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME BLDG. BUILDING FTG. FOOTING SQ. SQUARE INFORMATION AS THE APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE PURPOSE OF BLK. BLOCK G. GROWTH (CABINET) S.S. STAINLESS STEEL DOCUMENTING ALL AS -BUILT CHANGES, REVISIONS, ADDENDA, OR CHANGE ORDERS. THE CONTRACTOR SHALL FORWARD THE BLKG. BLOCKING GA. GAUGE STD. STANDARD AS.BUILT/HIRED DRAWINGS TO THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT AT THE CONCLUSION OF THE PROJECT. BM. BEAM GI. GALVANIZE(D) STL. STEEL 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS B.N. BOUNDARY TNOPG G.F.I. GROUND FAULT CIRCUIT INTERRUPTER TEMP. STRUCTURAL BTCW. BARETINNEDMCOPPER WIRE GPB.(GLU-LAM) GLUE LAMINATED BEAM TEMP. TEMPORARY COMPLETE. L B.O.F. BOTTOM OF FOOTING GPS GLOBAL POSITIONING SYSTEM THK. THICK(NESS) 8. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER WATER, AND TOILET FACILITIES AS REQUIRED BY THE PROPERTY ET CCABCABINET HDRGROUND TMA TOWER MOUNTED AMPLIFIER HDR.. HEADER OWNER OR GOVERNING AGENCY. CAB. CABINET T.N. TOP NAIL CANT. CANTILEVER(ED) HGR. HANGER T.O.A. TOP OF ANTENNA 9. ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE LATEST I.B.C. AND ALL OTHER GOVERNING CODES, INCLUDING THE C.I.P. CAST IN PLACE HT. HEIGHT T.O.C. TOP OF CURB THE MOST RESTRICTIVE CODE SHALL GOVERN. 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) 10. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE REGULATIONS INCLUDING ALL OSHA REQUIREMENTS. COL. COLUMN INT. INTERIOR T.O.S. TOP OF STEEL CONC. CONCRETE LB.(#) POUND(S) T.O.W. TOP OF WALL 11. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO CONN. CONNECTION(OR) L.B. LAG BOLTS TYP. TYPICAL EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE CONST. CONSTRUCTION LF. LINEAR FEET (FOOT) U.G. UNDER GROUND OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. CONT. CONTINUOUS L. LONGITUDINAL) U.L. . UNDERWRITERS LABORATORY ci PENNY (NAILS) MAG. MASONRY U.N.O. UNLESS NOTED OTHERWISE 12. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK, USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS. HEIS SOLELY DBL. DOUBLE MAX. MAXIMUM V.I.F. VERIFY IN FIELD RESPONSIBLE FOR ALL CONSTRUCTION MEW -IS. METHODS. TECHNIQUES PROCEDURES AND SEQUENCING AND COORDINATING ALL DEPT. DEPARTMENT M.B. MACHINE BOLT W WIDE(WIDTH) PORTIONS OF THE WORK UNDER THE PROJECT. D.F. DOUGLAS FIR MECH. MECHANICAL W/ WITH DIA DIAMETER MFR. MANUFACTURER WD. WOOD 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND INSPECTIONS WITH RESPECT TO THE DIAG. DIAGONAL MIN. MINIMUM W.P. WEATHERPROOF WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR AUTHORIZED AGENT. CONTRACTOR DIM. DIMENSION MISC. MISCELLANEOUS WT. WEIGHT SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT. DWG. DRAWING(S) MTL. METAL It CENTERLINE DWL. DOWEL(S)N) NEW Q PLATE �O.(#) 14. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCES. EA. EACH NUMBER EL. ELEVATION N.T.S. NOT TO SCALE 15. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR SUPPORTS FOR INSTALLATION OF ITEMS ELEC. ELECTRICAL O.C. ON CENTER INDICATED ON THE DRAWINGS. ELEV. ELEVATOR OPNG. OPENING 16. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL OR U.L APPROVED MATERIALS TO FILL/SEAL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. EMT. ELECTRICAL METALLIC TUBING P/C PRECAST CONCRETE E.N. ENG. EDGE NAIL PLY. PERSONAL COMMUNICATION SERVICES ENGINEER PCS PLYWOOD REVIEVVED 1= O R 17. PROPOSED CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN FORM. TEXTURE, MATERIAL AND PAINT COLOR EQ. EQUAL PPC POWER PROTECTION CABINET PRC PRIMARY RADIO CABINET EXCEPT AS NOTED IN THE PLANS. EXP. EXPANSION EXST.(E) EXISTING P.S.F. POUNDS PER SQUARE FOOT P.S.I. POUNDS PER SQUARE INCH CODE COMPLIANCE 18. THE CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERS HAVING A MINIMUM 2A:10 -BIC RATING WITHIN 75FT. OF TRAVEL TO ALL PORTIONS OF THE CONSTRUCTION AREA. EXT. EXTERIOR P.T. PRESSURE TREATED APPROVE® (2012 INTERNATIONAL BUILDING CODE 006.1.1 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. SEP 18 2018 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 THE GOVERNING AGENCY. ABBREVIATIONS City of Tukwila 2 23. ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY STANDARDS. IF A CONTRACTOR HAS A QUESTION REGARDING & I R �C e` o THEIR EXACT MEANING THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT SHALL BE NOTIFIED FOR CLARIFICATIONS. 24. SITE CONTRACTOR TO CALL DIG ALERT (1.800.227-2600) TO LOCATE ANY AND ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. t S ��r•�yR 1� l I Y I � V � 25. ALL FACILITIES TO BE INSTALLED ARE UNMANNED. NO (5) PARKING SPACES WILL BE USED OR REMOVED 8Y THIS PROJECT. 26. 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 Q NEW ANTENNA OX GRID REFERENCE - CENTERLINE WPCP SHALL BE PREPARED IN ACCORDANCE WITH THE GUIDLINES IN APPENDIX E OF THE CITY'S STORM WATER STANDARDS. PROPERTY/LEASE 28. THIS PROJECT PROPOSES NO DEVELOPEMENT IMPROVEMENTS OUTSIDE THE EXISTING BUILDING FOOTPRINT FOR THIS DISCRETIONARY LINE EXISTING ANTENNA ® DETAIL REFERENCE REVIEW AND THEREFORE DOES NOT REQUIRE ANY PERMANENT STORM WATER BEST MANAGEMENT PRACTICES. 29. THIS IS ROOFTOP INSTALLATION ON AN EXISTING FACILITY AND NO GROUND DISTURBANCE OR TRENCHING IS PROPOSED BY THIS PROJECT. ® GROUND ROD Q- MATCH LINE 30. THIS PROJECT PROPOSES NO NARK WITHIN THE PUBLIC RIGHT-OF-WAY. ArkELEVATION REFERENCE Tr GROUND BUS BAR WORK POINT STORM WATER QUALITY NOTES CONSTRUCTION BMPS: • MECHANICAL GRND. CONN. ' GROUND CONDUCTOR THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT. SECTION REFERENCE • CADWELD T TELEPHONE CONDUIT NOTES 1.6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMP'S. R^�-•. �� .. •- �: ^ • +� GROUT OR PLASTER 1. SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT, MUD OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET(S) OR STORM GROUND ACCESS WELL 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 E ELECTRICAL CONDUIT I 1 (E) BRICK (POWER) ID ELECTRIC BOX 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 ® (E) MASONRY 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. A COAXIAL CABLE [T TELEPHONE BOX ,_CONCRETE ` 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. - T/E OVERHEAD SERVICE • 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. LIGHT POLE c-I�I.�I.�VIL11. 'V,TE EARTH CONDUCTORS gCEIVED B. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. Q END. MONUMENT o 0 0 0 0 o GRAVEL XFTTUKWILA C U ® PLYWOOD SPOT ELEVATION GENERAL FIRE NOTES: A SET POINT h'°=-'° i-,•'> 1 %LI,, -_I SAND AUG 21 2018 1. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL BE IN ACCORDANCE WITH 2012 INTERNATIONAL BUILDING CODE AND ALL 1"51 WOOD CONT. GOVERNING CODES. Q REVISION 2. ADDRESS SHALL BE PROVIDED FOR ALL PROPOSED AND EXISTING BUILDINGS INA POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.(2012 INTERNATIONAL BUILDING CODE 501.2) t WOOD BLOCKING PERMIT CENTER 3. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION.(2012 INTERNATIONAL BUILDING CODE 808.1) IMZ===STEEL 4. PORTABLE FIRE EXTINGUISHERS: AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2-191013:0 SHALL BE PROVIDED WITHIN 75 FEET MAXIMUM TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR.(2012 INTERNATIONAL BUILDING CODE 908.1.1 AND SECTION 906.3.1) • `GENERAL NOTES 1 LEGEND 3 � Sprint PLANS PREPARED BY: TechnologyitAssociates PNW MARKET OFFICE 617 8TH AVENUE SOUTH SEATTLE, WA 98104 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY S CONFIDENTIAL TO SPRINT ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO SPRINT IS STRICTLY P058011ED PROJECT INFORMATION: THORNDYKE SE35XC001 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 REVISIONS REV. DATE DESCRIPTION BY A 03/13/2017 ISSUED FOR 9096 CD REVIEW JCC 03/242017 ISSUED FOR 100% CD CMB SHEET TITLE: GENERAL NOTES SHEET NUMBER: T-3 EXISTING BUILDING (TYP.) 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. CS >x. ��YX1.a.� `x44 i• SOUTHCENTER BLVD PARCEL it 1157200033 ,62 nY " -17 f by v1 Tb��' 0 Velibuffibion '� 7 EXISTING BUILDING (TYP.) EXISTING BUILDING (TYP.) PARCEL 4 1157200035 j 53rd AVE S. 53rd AVE S. PARCEL # 1157200140 REVIEWED FOR ODE COMPLIANCE APPROVED P 18 2018 EXISTING SPRINT EQUIPMENT & ANTENNA AREA FOR ENLARGED SITE PLAN SEE: of Tukwila BUIL IG DIVISION RECEIVED ITY OF TUKWILA AUG 21 2018 P RMIT CENTER `OVERALL SITE PLAN 30' 0 15' 30' SCALE: 1" - 30'41" (24x6) (OR) 117".30'.0 (11x17) Sprint'> PLANS PREPARED BY: 1 TechnologyAssociates PNW MARKET OFFICE 617 8TH AVENUE SOUTH SEATTLE, WA 98104 4' J PROPRIETARY INFORMATION THE INFORMATION CONTAINED N THIS SET OF DRAWINGS IS PROPRIETARY S 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 1 REV. DATE DESCRIPTION BY A 03/13/2017 ISSUED FOR BO% CD REVIEW JCC 03/24/2017 ISSUED FOR 100% CD CMB SHEET TITLE: OVERALL SITE PLAN SHEET NUMBER: A-1 r b 5 EXISTING & NEW SPRINT ANTENNA AREA (ON SLED, SECTOR "G"), FOR ANTENNA PLANS SEE: 0© TV MY 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: EXISTING PARKING LOT Aft © V7 NIP EXISTING & NEW SPRINT ANTENNA AREA (MOUNTED ON WALL. SECTOR 13"), FOR ANTENNA PLANS SEE: AI II Mir AIN 1 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 18 2018 City of Tukwila BUILDING DIVISION 1 RECEIVED 1 CITY OF TUKWILA AUG 21 2018 PERMIT CENTER ENLARGED SITE PLAN =ALE: 1/E- 1%0" (24x31) (OR) 1116--1'.0 (11x17) 1 Sprint> J PLANS PREPARED BY: TechnologyAssociates PNW MARKET OFFICE 617 8TH AVENUE SOUTH SEATTLE, WA98104 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY S CONFIDENTIAL TO SPRINT ANY //Sg ORPISCLOEURE OTHER THAN AS IT RELATES TO SPRINT IS STRICTLY PROHIBITED PROJECT INFORMATION: THORNDYKE SE35XC001 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 r REVISIONS REV. DATE DESCRIPTION BY A 03/13/2017 ISSUED FOR 90% CD REVIEW JCC 03/24/2017 ISSUED FOR 100% CD CMB SHEET TITLE: i ENLARGED SITE PLAN SHEET NUMBER: 1 1 A-2 J A-3; 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 (E)"B"SECTOR @270' II 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 6 REPLACED EXISTING NON -PENETRATING SLED EXISTING BUILDING (TYP.) EXISTING ANTENNA PLAN 0 3"6" V SCALE: 3/4 .1%0' (24.36) (OR) 31E' • 1%0' (11.17) 1 Rh Ark Alk w V7 NV EXISTING SPRINT (2.5) RRH (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING SPRINT (2.5) ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING SPRINT (1900) RRU (1 PER SECTOR, 3 SECTORS, 3 TOTAL) NEW SPRINT (19001800) DUAL BAND ANTENNA (1 PER SECTOR 8,1 TOTAL) /< (E)' 0' SECTOR @ 270' 1 ST ` (N)"B"SECTOR ft 270* • EXISTING NON -PENETRATING SLED NEW 3" DIAMETER PIPE AS REQUIRED NEW SPRINT FILTER (1 PER SECTOR, 3 SECTORS, 3 TOTAL) NEW SPRINT (800) RRU (2 PER SECTORS A b O, 1 PER SECTOR B, 5 TOTAL) RECEIVED CITY OF TUKWILA AUG 21 2018 PERMIT CENTER 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 NEW SPRINT (800) RRU (2 PER SECTORS A 8 0,1 PER SECTOR 8, 5 TOTAL) ao 11217 NEW SPRINT TRIBAND ANTENNA (1 PER SECTORS A & 0, 2 TOTAL) 3. INSTALL (2) NEW HYBRID CABLE INSTALL (2) NEW POWER CYLINDER INSTALL (2) NEW FIBER CYLINDER FINAL ANTENNA PLAN 0®' SCALE: 3/4 .1'-0' (24.36) (OR) 3/5' • 1%0" (11.17) 2 i Sprint) PLANS PREPARED BY: 1 TechnologyAssociates PNW MARKET OFFICE 617 8TH AVENUE SOUTH SEATTLE, WA98104 PROPRIETARY INFORMATION THE INFORMATION CONTAINED N THIS SET OF DRAWINGS LS PROPRIETARY 8 CONFUENTIAL TO SPRNT ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO SPRINT I5 STRICTLY PROHIBITED PROJECT INFORMATION: THORNDYKE SE35XC001 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 REVISIONS ISSUED FOR 90% CD REVIEW ISSUED FOR 100% CD LICENSURE SHEET TITLE: ANTENNA PLANS SHEET NUMBER: diTOP OF EXISTING BUILDING ELEV. 47'-0" AGL RAD CENTE-0" AR OF EXISTING SPRINT ANTENNAS ELEV. 35'GL d TOP OF EXISTING PARAPET V ELEV. 28'-10" AGL ak TOP OF EXISTING ROOF DECK ELEV. 25'-2" AGL pik FINISH GRADE Y ELEV. 0'-0" AGL EXISTING EAST ELEVATION 1 i 1 EXISTING SPRINT (1900) ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO BE REMOVED 6 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 PER SECTOR, 3 SECTORS, 3 TOTAL) TO REMAIN I;t; I1i 1 t1 1 111111 I/ 1T I J iTIT1 1 1 1 II 11 lll�J ! 1 f i 1 1 EXISTING BUILDING REVIEWED FOR CODE CO iPLIANCE APPROVED SEP 18 20 18 City of Tukwila BUILDING nlv«_clnt 1 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 6 O, 2 TOTAL) AI© ®® 41, RAD CENTER OF NEW 8 EXISTING SPRINT ANTENNAS ELEV. 35'.0" AOL A TOP OF EXISTING PARAPET ELEV. 28'-10" AGL ATOP OF EXISTING ROOF DECK ELEV. 25'-2" AGL 4, FINISH GRADE ELEV. 0'-0" AGL D 1 NEW SPRINT (800) RRU (2 PER SECTORS A 6 G, 1 PER SECTOR B, 5 TOTAL) i1T LI T rLY T I rJ•�� w��om�1R��1�R�l�'R�l' NulfLTl' l T l 41110"1.1. = iith NV NEW 3" DIAMETER PIPE AS REQUIRED (TVP.) EXISTING NON -PENETRATING SLED NEW SPRINT (800) RRU (2 PER SECTORS A 8 G, 1 PER SECTOR B, 5 TOTAL) NEW SPRINT (1900/800) DUAL BAND ANTENNA (1 PER SECTOR B,1 TOTAL)Ur Rhin EXISTING SPRINT (1900) RRU (1 PER SECTOR, 3 SECTORS, 3 TOTAL) ilk XII EXISTING SPRINT (2.5) ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING SPRINT (2.5) RRH (1 PER SECTOR, 3 SECTORS. 3 TOTAL) T1 J T1TJ _L �1T L "L•L,1.1.1 - �. rr 1-i_T_._L i1__'_ 1 i_1_1_1_ J_ 1 1111��1 1 1 Il 1 1 111,11 r 1 EXISTING BUILDING (TVP.) 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 RECEIVED CITY OF TUKWILA AUG 21 2018 PERMIT CENTER FINAL EAST ELEVATION SCALE: 1/8• - 1.4" (21x38) (OR) 1n8" • 1'41^ (11)117) 2 Spri nt) PLANS PREPARED BY: TechnologyAssoclates PNW MARKET OFFICE 617 8TH AVENUE SOUTH SEATTLE, WA 98104 • J PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN 5415 SET OF DRAWINGS IS PROPRIETARY & 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 1 REV. DATE DESCRIPTION BY A 03/13/2017 ISSUED FOR 90% CD REVIEW JCC 03/24/2017 ISSUED FOR 100% CD CMB SHEET TITLE: ELEVATIONS SHEET NUMBER: A-4 EXISTING BUILDING (TVP.) 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 & REPLACED EXISTING SPRINT (1900) RRU (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO REMAIN l)' -:I i II 0 1 1 L I�I I I' 1 1 J 1 VII I I I I 111111 1111 ''711 �11 .-1 LI 111 'LIILTI 1.1'1'1'1111 t1Lt 1111 TOP OF EXISTING BUILDING ELEV. 47.0' AGL RAD CENTER OF EXISTING SPRINT ANTENNAS ELEV. 35'-0' AGL fk TOP OF EXISTING PARAPET ELEV. 28'-10' AGL TOP OF EXISTING ROOF DECK Ap ELEV. 25'-2' AGL FINISH GRADE Alia ELEV. 0'-0' AGL REVlEVVED FOR CODE COMPLIANCE APPROVED SEP 18 2018 City of Tukwila BUILDING DIVISION EXISTING WEST ELEVATION SCALE: 1/11' - 1•-0" (24x36) (OR) 1/1V . 1%0' (11:17) 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 BUILDING (TYP.) EXISTING SPRINT (2.5) RRH (1 PER SECTOR. 3 SECTORS, 3 TOTAL) NEW SPRINT (1900/800) DUAL BAND ANTENNA (1 PER SECTOR 8,1 TOTAL) ICY IV 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 & 0, 1 PER SECTOR B, 5 TOTAL) II AI Ark w /\\ a +)+••+++ I I (I1 lL++4 .�J_Ll I J. 1 II,1C III 11I 1 T- --- =1=1—:M.�-'fix / 1 '1' TOP OF EXISTING BUILDING AI ELEV. 47'-0' AGL RAD CENTER OF NEW & EXISTING SPRINTANTENNAS ELEV. 35'-O AOL TOP OF EXISTING PARAPET Ap ELEV. 28'-10' AGL TOP OF EXISTING ROOF DECK Ala ELEV. 25'-2' AGL FINISH GRADE dip 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 INSTALL (2) NEW POWER CYLINDER INSTALL (2) NEW FIBER CYLINDER RECEIVED CITY OF TUKWILA AUG 21 2018 PERMIT CENTER FINAL WEST ELEVATION ®; SCALE: 1/S• .1•4' (24:36) (OR) V16'.1'.6' (11x17) 2 Sprint> PLANS PREPARED BY: 1 Technology4Assoclates PNW MARKET OFFICE 617 8TH AVENUE SOUTH SEATTLE, WA98104 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS LS PROPRIETARY & 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 REV. DATE DESCRIPTION BY A 03/132017 ISSUED FOR 90% CD REVIEW JCC 0 0324/2017 ISSUED FOR 100% CD CMB SHEET TITLE: ELEVATIONS •1 SHEET NUMBER: A-5 f �, II ` in >t •' \ jillir {6 1 (N) MOUNTING BRACKET SUPPLIED W/ ANTENNA (TYP) CONTINUOUS BEAD OF WATERPROOFING SEALANT UNDER MAIN SUPPORT BRACKET (ALCATEL-LUCENT 9849147038) (N) RRH,`` • �(NP) il, ' SIDE SUPPORT EARS (ALCATEL-LUCENT #8 49147053), (2) WHEN REQUIRED BRACKET PER RRH (N) 3' DIA SHARED ANTENNA MAST MOUNT MAST MOUNT BRACKET (ALCATEL-LUCENT (2) 9073713), (2) PER RRH /0' WITH 1 SAMSUNG ..411111114111111 UNISTRUT AND 800 MHz RRU - XXX DIMENSIONS (H x W x D): 18' x 11' x 15.4" WEIGHT: RRU: 59.58.8l Ilea. FILTER: B.5 IDs. - TOP OF EXISTING WALL ANCHOR HEAD. 3" DIA SHARED (N) ANTENNA MAST MOUNT `• C• MAIN SUPPORT 984914 038UCENT 9849147038) NEW RRH SECURE TO BRACKET WALL USING: /I_4BRACKET r 4, �_ ` 1 ►C (N) MOUNTED TO PARAPETTOP MAST MOUNT BRACKET (2) PER RR SIDE SUPPORT BRACKET WITH EARS (ALCATEL-LUCENT 8849147053). POWER CONSUMPTION: 540W I I I t--a'-y 7, INI" 11.154" 9' ANTENNA► MOUNTING PIPE (N) ANTENNA MOUNTING SUPPLIED W/ ANTENNA (TVP)(ALCATEL-LUCENT9869073713), ';,>�✓ ------------------------------------- -� e e .. o al('II - IIII 7 Il• l • ° • --• • -_ - 0 - SIDE FRONT ig WOOD: 1/70 LAG SCREWS WITH 7 MIN. EMBED. (2) PER RRH WHEN REQUIRED ,C CONCRETE 1/70 HILT1 KB-TZ WITH 7 EMBED. 2 @ CMU: 1/ 0 HILTI K83 WITH 2-1/4" MIN. EMBED. IF THRU.OLTED: 1/70 A307 THRU.BOLTS AND NUTS. NOTE CONTRACTOR TO FIELD VERIFY THAT THE (E) ANTENNA RTONTIND PIPE WILL SUPPORT (N) ANTENNA - PER PLAN ANTENNA TO PIPE MOUNTING N.S. 10 RRH MOUNTING SCALE 7 RRH MOUNTING SCALE 4 800MHz RRU SPECIFICATIONS 1 N.T.S.scALE Product Data Sheet APXV9ERR18-C KMW EDTA (Electrical Down Tilt Antenna) /us swam. Proems Field Replaceable Internal RET 817-869MHz, XX-pol., H65° / V8°, ETO-8° 1850-1995MHz, XX-pol., H60° 1 V5°, ETO-8° AISG `-W J - Triple Band Dual Polarized Antenna, 806-1995, 80deg, 14-17dBi, 1.8m, VET, 0-10deg 2496-2690MHz, MOM -poi., H70° / V5°, ETO-6° • Electrical Specification All Information Contained in the present datasheet i5 sLt;eet to Confirmation at time 01 ordedng. Product Description This antenna is an ideal choice for dual band she upgrade for high traffic areas. It features 4 ports in 1900MHz and 2 ports in 800MHz. Product Number ETCRE5LL12H8 Frequency Range 817-B69MHz 1850-199 1o** 2496-2690U1* 388 Nodeomd 6535 6035' 7036' ('(� _"""•",�1 FeatureslBenefits Barn -Width Vortical 8' 3 t' 6' ±1' S' t t' i i ,/ } N C1 t'�l_ D (' LJ R EO • 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 downtih for 800 and PCS bands • Remote tilt - AISG compatible •IoW roflle for low visual Impact • Quildt and eery to adjust ., • High front -to -back ratio Gain (del) 15.0 30.5 16.0 30.5 18.0 30.5 C O ,� �! C P L IA j Electrical Dawn TBI Range 0-8' 0 -8' O-6' tttl �"jV in Upper [Webbs Suppression > 18dB (up to 15' EL) > 18de (up to 10' EL) > 18dB (up to 10' EL) �°;�f- {'� ( PPF OVZ. D Fronsto-0edr Rolle 0110915• (Tom power) > 25dB > 2885 > 28dB Polarization Type Dual, Slant 345' Wal, Slant 345' Gus) Slant 345' Asa molar .34113 NSW > 1548 > 1548 > 13d8 8 (� f EP 1 L i! 1 S V a,rinlRl.tioMxpol Sep• > 1048 > 1048 > 748 - Input Maximum CW Power 250W 250W 250W Impedance 503 VEIWR VBWR 01.433 :1 4 * 1.43:1 01.43: 1 el of Tukwila Intra Amur >260B >28d9 >2688 EUI ING DIVISION Technical Specifications MW Army 028813. Co Pd. >21dB, Co Pd. Electrical Specifications frequency Range, MHz 806.869 1850-1935 18501995 Pea Isolation Inter Band 800MHz /I 1900MHz : 0 2848 800MHz // 2600MHz : > 2845 1900AIHz 1/2600MHz .> 28dB Horizontal 8eamwldth, dee 80 80 80 Vertical Beamwidih, deg 10.5 55 5.5 Pasdve Inrmlodulation,1113 (02x43dBm) s-110dBm I 0.1l OdBm s .105dBm _ Elecblral Downtilt, deg 0-10 Gain, 48.(454) 14(11.9) 16.7 (145) 16.7(14.6) Operation temperature -40'Cte+55C , I l I r 1st Upper Sidelobe Suppression, 48 >15 >15 >15 Front -To -Back Rata, dB >30 >27 >27 Anlerizu Control Interface Field Reptemeble Internal RET, AISG2.0 Polarization Dual poi */-45• VSWR < 1.5:1 • Beamforming Specification Isolation between Pons, dB >28 3rd Order IMP 0 2 0 43 dBm, d8c >153 >153 >153 Cross Pole Configuration 62600MHz 0.65A RECEIVED Impedance, Cohan 50 Maximum Power Input. w 250 Broadcasting Odn, dei 17.5 OF TUKWILA Lightning Protection Direct G'ound Connector Type (6) 7-16 DIN Female beam Sam anwldth, deg. HorizonW Br 65' } 5' CITY Mechanical Specifications Dimensions - H,W0D. mm (in) 1829 x 302 x 178 (72.0 x 11.8 x71 Gee. MI 22.5 30.5 coma Imam boredght "O�'"a'SW, dog. 29' AUG 21 2018 Weight ado 1800 Hardware. kg (Rt) 72.71531 • Mechanical Specification Radom[ Material A5A Radom0 Color light Grey RA87035 Moulting Hardware Material Dierasted Aluminum and Galvanized steel Dimension (Length 0 Width 8 Depth) 2156nm x 533mm x 160m01(84.9" x 21.0' x 6.31 Ordering Information Mountingg Hardware APM40-2 Dowmllll kit //Monne Wd°ht 38.54 /84.9bs PERMIT CENTER Adjustable Clamp Weight 8.41m/ 14.155 Moununo Pere 0 enkter, mm (in) 60-120 (2 4-4.71 Mounting Hardware Weight, kg (lb) 3.4 (7.5) Fixed Clamp Weight 1.84(9 / 4.0)55 • 'PA a.:, u nwum,+.w Meet a rn.,vr Max. Wind Speed 67m/e (150mph) Wind Load (0100nlph), Front l Side l Rear 1763 N /529 N /1763 N (397 Ibl /1191b1 /397100 Connector (Typo / Position)8 x 7/18' DIN(Female), 8 x MI1I DIN(Fenule), 1 x 8 type(Cal Pon, Female) / Bottom • Specifoaoons are subject to change without notice. September 23'0, 2016 � 1818 E. Orangethorpe Avenue. Fullerton CA 92831 USA II IID RFS The Clear Choice • I APXV9ERR18-C I Rev. Prelim I Print Data: 07.02.2011 w.AswrorW.com Radio 1r .00.7 Systems Haase vlsh us len the introit n http://ww 1 Pl ANTENNA SPECIFICATION SCALE 9 ANTENNA SPECIFICATION SCALE 3 N.T.S. N.T.S. Spri nt> PLANS PREPARED BY: Technology4Associates 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 5 10 REVISIONS • REV. DATE DESCRIPTION BY A 03/13/2017 ISSUED FOR 90% CD REVIEW JCC 03/24/2017 ISSUED FOR 10014 CD CMB SHEET TITLE: ANTENNA DETAILS SHEET NUMBER: (A-6 g99 tl tl b N NOT USED SCALE 10 NOT USED SCALE NOT USED SCALE 4 NOT USED SCALE 1 N.T.S. N.T.S.7 N.T.S. N.T.S. ll "'-0 MOW I IMRIXIISAIl (.1U Product Data Sheet I IM3111[AP ('51) I IM811LI1 Alli- 1S i IM81.10CAF A1U 1800MHz BIILTCo Co -Location Fltrr ■ ` g—� RE V a EVtri_eD FOR®�ai --.r3CC:IiiPPLI NCE Ar PRCpE7 LD SEP `J J City of Tukwila DIVISION Pic H111r11)11`.(L11,IIgr This mtederence Mitigation Filer b placed 1n en 8006.12 LTE/COMA system t0 reduce system Out 018a1M emissions 0n adjacent B/ILT band. The unit uses ceramic fitter *Maim to minimize etlecs on passband. Downlink insertion loss is less (San 1dB fora CDMA Pinter on band edge. Typical 00Mnlink InaMNO(' IMES las elan 0.708. Uplink In500 051056 b less than 0.508. Ile end es easy t0 install YAM M in•Mie 0Ond04 ointments and meatal Ir V requirementS OM ingreSS prOtOCINfr BUILDING RECEIVED OF TUKWILA AUG 21 20 8 CENTER reit)If t•'. Arne fleiieftls • Low Mallon Loss - mniMiUS impact On she corsage • Rugged full Aluminium enclosure - Withstands lay 1011 ea►cts W hints NrvrOnmenl • Iodine coelgurateon - easy in840abon • Equipped Wan Woollen valves - ousels against Mtemat con0ensakon buadup UUM.1A IMF means' mammy ranee See Table onpaoe number2 Insertion Las dB DL A 10 OS ow125111z UL • 0504 CITY Return lose to. and De. dOlV$WRI 16(1.31 Pomo Namerq. GY7/Peak per pen 2s0 W/ 51W Ped°"" 15S iBc. with two 43d8m Iain DCMAISG Pan Pts MCNaicalSo aaea1an Conker/dim Dual S1710 Tab* on page number 2 Connectors necDIle. lalgmk lr DIN 7n6 WariM, los 57 PERMIT DimnnsgA in 9.65x152 x e 5 SunivallRaind Wind Speed entai(mph) 240 (1931 1160(100) Wind Load @Rated Wind N (1a) TEC 0000805 Er irmreantaiSpedFoams Poar6Yaa Temperature Race •C -4000.65 Environmental ETU 300-015,2.1 One 4 IE mares% Protection (mated) IP67 Li0MIin0 Prolec5on. all pons IEC 61000-45 Inset 4101/261314,411000-12011. MTB. • 2500000 hit \NOT USED SCALE 9 FILTER SPECIFICATION SCALE 3 , N.T.S. N.T.S. Sprint'> PLANS PREPARED BY: Technoloyy4Associates PNW MARKET OFFICE 617 8T1-1 AVENUE SOUTH SEATTLE, WA98104 PROPRIETARY INFORMATION THE INFORMATION CONTAINED W THIS SET OF DRAWINGS IS PROPRIETARY a CONFIDENTIAL TO SPRINT ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO SPRINT IS STRICTLY PROHIBITED PROJECT INFORMATION: THORN DYKE SE35XC001 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 REVISIONS REV. DATE DESCRIPTION BY A 03/13/2017 ISSUED FOR $30% CD REVIEW JCC 03/242017 ISSUED FOR 100% CD CMB SHEET TITLE: DETAILS SHEET NUMBER: A-7 e 1 I 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 MFRS 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 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM PER SPRINT STANDARD GROUNDING METHOD. AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED SPRINT REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL EXOTHERMIC AND GROUND RING. 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 8. ALL EXISTING GROUND BARS, WIRES & CONNECTIONS SHALL BE FIELD VERIFIED. ANY DEFICIENT ITEMS SHALL BE REPLACED AS REQUIRED TO ACHIEVE ADEQUATE GROUNDING REQUIRED BY SPRINT. 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 ("P', "A", "N", 1') 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 9/8 INCH DIAMETER OR LARGER, 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUNDING BAR AND BOLTED ON THE BACK SIDE. INSTALL BLACK HEAT -SHRINKING TUBE. 600 VOLT INSULATION ON ALL GROUNDING TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION. 6. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. 7. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 8. WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 9. 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 "=-A. EQUIPMENT GROUND BAR 11 ANTENNA GROUND BAR (AS REQUIRED) #2 AWG GROUND LEAD (AS REQUIRED) 41- 1. CONTRACTOR TO REPLACE ALL MISSING GROUND BARS AND GROUNDING CONNECTIONS AS REQUIRED. NEW 42 AWO (AS REQUIRED) FROM PIPE TO GROUND BAR (TYP) NEW #8 AWO FROM RRU TO GROUND BAR (TYP) Ark Aft ® MECHANICAL LUG CONNECTION (TYP.) EXISTING SPRINT ANTENNA GROUND BAR, FIELD VERIFY LOCATION (TYP) WY EXOTHERMIC WELD (AS REQUIRED) ANTENNA MOUNTING PIPE (TYP.) REVIEWED rCR CODE CQ .,,PLIANDE APPR CVLD SEP 18 2013 City of Tukwila BUILDING DIVISION Sprint'> • l PLANS PREPARED BY: Technology4Associates PNW MARKET OFFICE 617 8TH AVENUE SOUTH SEATTLE, WA 98104 PROPRIETARY INFORMATION THE INFORMATION CONTAINED N THIS SET OF DRAWINGS IB PROPRIETARY 6 CONFIDENTI/,L TO SPRNT ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO SPRINT IS STRICTLY PROHIBITED PROJECT INFORMATION: THORNDYKE SE35XC001 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 REV. A DATE 03/13/2017 03/24/2017 REVISIONS DESCRIPTION ISSUED FOR 90% CD REVIEW ISSUED FOR 100% CD RECEIVED CITY OF TUKWILA AUG 21 2018 PERMIT CENTER NOTES & LEGEND SCALE 1 ANTENNA GROUNDING (FINAL) N.T.S. SCALE 2 N.T.S. SHEET TITLE: BY JCC CMB GROUNDING PLANS SHEET NUMBER: G-1 31 MI. NOTES: 1. PROVIDE NO-OXBETWEEN HEAT SHRINK STRANDED CU WIRE WITH GREEN, LUG AND GROUND BAR SIZE AS SPECIFIED 2. CONTRACTOR WILL VERIFY BUSS BAR WIRE SIZE BURNDY LUG BOLT SIZE (SEE TABLE FOR SIZE AND MODEL) ..-- , GROUNDING TO THE TOWER OR RING. 3. GROUND BARS AT BOTTOM OF TOWERS OR #6 AWG GREEN INSULATED YA6C-2TC38 3/8" -16 NC S 2 BOLT NUT (TVP.) LOCK WASHER GROUND BAR ^- ON TOWER /—V—/-- '� GROUND LEADS TO EACH HYBRID CABLE SECTOR GROUND BAR GROUND LEADS — \ MONOPOLES SHALL USE EXOTHERMIC CONNECTION. tC2 AWG SOLID TINNED YA3C-2TC38 3/8' - 16 NCS 2 BOLT (TYPO - B FLAT WASHER IBMI.�� (TYP O —2 MI # AWG STRANDED YA2C•27C38 3/8" - 16 NCS 2 BOLT #2/0 AWG STRANDED YA26.2TC38 3/8" - 16 NCS 2 BOLT — GROUNDING �''' I.' CONDUCTOR BURNDY TWO HOLE LUG WITH LONG FOR #8 AWG STRANDED OR 0 00000000000000000000 OOOOOOOOOOOOOOOOOOO 0 #4/0 AWG STRANDED YA28-2N 1/2" - 16 NCS 2 BOLT GROUND BAR FLAT WASHER BOLT (TYP.) flBARREL EQUIVALENT O I` 0 0 OO 0 0 ,� V O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OOO x �� 0 0 0 O & DONNE NS 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 MANUFACTURER'S SPECIFICATIONS. X � 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/ROUND BA S STEEL HEX HEAD BOLTS AND HARDWARE. I 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 SALE NCT.S 7 TOWER MASTER GROUND BAR SCALE 1 �I1 ,{�A}� �' ,44.1-.V V IV TYPE HS TYPE 2-YA-2 TYPE XA TYPE YA-2 TYPE --Ig GT RRH GROUNDS WITH GREEN, INSULATION. #2 TINNED GROUND ANTENNA/RRH STRANDED CU WIRE 600V, THHN/THWN SIZE AS SPECIFIED FROM MOUNTING PIPE RRH TO ANTENNAS WEATHERPROOFING 112"TO24" KIT ( TYP. ) il � ANTENNA CABLE IL T TYPE TA TYPE VN • TYPE NC TYPE SS TYPEsltV. , MI • ��lE�•�I� 9 ■ JUMPER (TYPO I� WEATHERPROOFING ��!��■� KIT (SEE NOTE 3) Ilk �_��_.�).�� i / #e AWG STRANDED COPPER GROUND / ANTENNA CABLE O GROUND BAR) ANTENNA GROUND BAR \ ON TOWER ' "' I I HYBRID CABLE - GROUND LEAD S EWIRE (TYP.) NORE g p� WEATHERPROOFING KIT (TVP.) CABLE GROUND KIT TO ANTENNA CABLE TYPE W C#6 T r.\ TYPE VS TYPE VB "\`%� TYPE PT TYPE GR O 0000 O •• 0 O 0 O B 0 0 0 0Q 0 0 0 0 O 0 0 0 0 0 0 0 O V 0 o Of -EXISTING 4"x12"x1/4' THK., TINNED GROUND BARO ANTENNA GROUND BAR AWG CONNECTION 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. _ 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. ` SCALE 11 SCALE 8 ��;,� V y � ;" t ` ✓ iR `-"' SCALE CABLE GROUNDING 7/� „ ,,, hst`r CC,.. N.T.S. 2 SECTOR GROUND BAR N.T.S. EXOTHERMIC WELDING N.T.S. rRRHPER PLAN SEE DETAIL"A" _...j.,.., � + •• L'€l�T #8AWG DETAIL "A" HEAT SHRINK TUBE �,Gub- _. APir' OVC D SEP 18'218 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 21 2018 PERMIT CENTER • ,800MHz RRH GROUNDING SCALE 12 NOT USED NCSs 9 NOT USED SCALE 3 ' N.T.S. Sprint> PLANS PREPARED BY: TechnologyitAssociates PNW MARKET OFFICE 617 8TH AVENUE SOUTH SEATTLE, WA 98104 PROPRIETARY INFORMATION THE INFORMATION CONTAINED H THIS SET OF DRAWINGS IS PROPRIETARY 4 CONFIDENTIAL TO SPRINT ANY USE OR DISCLOSURE OTHER THAN A3 iT RELATES TO SFRNT iS STRICTLY PROHIBITED PROJECT INFORMATION: THORNDYKE SE35XC001 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 REVISIONS 1 REV. DATE DESCRIPTION BY A 03/132017 ISSUED FOR 9096 CD REVIEW JCC 03242017 ISSUED FOR 10096 CO CMB SHEET TITLE: 1 GROUNDING DETAILS 1 SHEET NUMBER: G-2 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0261 PROJECT NAME: SPRINT DATE: 08/21/18 SITE ADDRESS: 5301 SOUTHCENTER BLVD X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Ary 9-0 Building Division U Public Works Fire Prevention Structural Planning Division IR ❑ Permit Coordinator 1 PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 08/23/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE .DATE: 09/20/18 n n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW D Staff Initials: 12/18/2013 MASTEC NETWORK SOLUTION'C Hoose Espanol Contact: Safety & Health Claims & Insurance 411111114Washington State Department of % Labor & Industries Page 1 of 2 Search L&I A -Z Index Help My L. 1 Workplace Rights Trades & Licensing MASTEC NETWORK SOLUTIONS INC Owner or tradesperson Principals APPLE, ROBERT ERNEST, PRESIDENT DE CARDENAS, ALBERTO IGNACIO, VICE PRESIDENT Pita, George Louis, TREASURER CORPORATE CREATIONS NETWORK, AGENT CAMPBELL, CHARLES ROBERT, VICE PRESIDENT (End: 05/14/2015) Doing business as MASTEC NETWORK SOLUTIONS INC WA UBI No. 603 235 974 806 S Douglas Rd, 11th Floor Attn: Amarilis Cedeno CORAL GABLES, FL 33134 866-545-1782 Business type Corporation Governing persons ROBERT APPLE ALBERTO DE CARDENAS; GEORGE PITA; GEORGE L PITA, License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. MASTENS876KN Effective — expiration 05/14/2013— 05/14/2019 Bond •Travelers Cas and Surety Co of America Bond account no. 105848234 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 05/14/2013 04/26/2013 Expiration date Until Canceled Insurance ........................ Ace American Insurance Company $2,750,000.00 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603235974&LIC=MASTENS876KN&SAW= 10/25/2018 MASTEC NETWORK SOLUTIONS INC Policy no. ( XSLG71096890 Received by L&I Effective date 09/05/2018 09/15/2018 Expiration date 09/15/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against'.he bond or savings No lawsuits agair,t the bond or savings accounts during the previous 6 year period. L&I Tax debts ....................... No L&l tax debts :.re recorded for this contractor license during the previous 6 year period, but some debts may be recorded : y other agencies. License Violation,: .................................................. 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 / JULIE SUR (30)902-4715 - Email: SURJ235@Ini.wa.gov Account is closed. Public Worcs Strikes and Debarments Verify the contracts, is eligible to perform work on public works projects. Contractor Striker No strikes have b.en issued against this contractor. Contractors not a.,owed 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 No violations Inspection no. 317945101 Location 22263 68th Ave Kent, WA 98032-1914 Inspection results date 04/27/2016 Inspection no. 317940066 Location 18315 9th St E. Sumner, WA 98' X0 No violations Page 2 of 2 0 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.lni. wa.gov/verify/Detail.aspx?UBI=603235974&LIC=MASTENS876KN&SAW= 10/25/2018