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Permit D19-0284 - VERIZON WIRELESS - MODIFICATION ON WIRELESS COMMUNICATIONS TOWER
VERIZON WIRELESS 11030 E MARGINAL WAY S COMPLEX EXPIRED 7/23/2021 D19-0284 Parcel No: Address: �~^� °~� Tukwila x~����x�v "��x����oa Department mfCommunity Development 63VU5outhcerterBoulevard, Suite #1UO Tukwila, Washington 9D1QQ Phone: 206'431'3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov I DEVELOPMENT PERMIT 0323049057 Permit Number: D19-0284 llO3UEMARGINAL WAY SCOMPLEX Project Name: VERIZON WIRELESS Issue Date: 7/27/2020 Permit Expires On: 1/23/2021 Owner: Name: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: SEA POLICE ATHLETIC AS5N|N 11O3OEMARGINAL WAY S,TUKVV|LA, |D,98l68 SAyW4NTHAALPHA 4085 EAGLERD SUITE 2OO.EAGLE, 0'836l6 STERLING TELECOM &CONSTINC 80ZI345TSVV'SUITE IlO,EVERETT WA, 98204 VERIZON WIRELESS Phone: (208)963'4031 Expiration Date: 2/28/2022 DESCRIPTION OFWORK: ON EXISTING VV|KELE55 COMMUNICATIONS TOWER REMOVAL OF (9)ANTENNAS ANS (9) l 5/O" COAX CABLES; INSTALL OF(6) NEW ANTENNAS, (6) RRU'S, (l)OVP'lZAND (I) HYBRID CABLE ONTOWER WITH (l) 20KVV DIESEL GENERATOR AND (l)OVP'l2|NEX|S|TN6SHELTER, Project Valuation: $� UOO�OO Type ofFire Protection: Sprinklers: NO Fire Alarm: Type o(Construction: V8 Electrical Service Provided by: TUKVV|LA Fees Collected: $933.35 Occupancy per IBC: U Water District: TUKVV|L4 Current Codes adopted bythe City nfTukwila: International Building Code Edition: international Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: as Code: National Electrical Code: VVACities Electrical Code: VVA[J96-46B: VVAState Energy Code: ZUD 2017 Public Works Activities: [hanne|izahon/Sthping: [urb[ut/Acceo/Sidewa|k: Fire Loop Hydrant: Flood Control Zone: Hau|ing/0venizeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: '0 Fill: D Number: O No Permit Center Authorized Signature: ~� Daze: 7~,T7~ | hearbycertify that | have read and examined this permit and know the same tn betrue and correct. All provisions oflaw and ordinances governing this work will becomplied with, whether specified herein ornot. The granting ofthispennitdueonotpresumetoXiveauthorbytovio|ateorcance|thepnovisiunscfanyuther state or local laws regulaking construction or the performance of work. I am authorized to sign and obtain this development permit and agree tothe conditions attached tothis permit. Signature: co'J'4- �q Print Name: Date: � � w~~ ~���~.�~PIVO This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended orabandoned for aperiod ofl80days from the last inspection. PERMIT CONDITIONS: l: * "BUILDING PERMIT [OND0ONS**~ 2: Work shall be installed in accordance with the approved construction documents, antcl any changes made during construction that are not in accordance with the approved construction docu ments 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. S: Notify the City ofTukwila Building Division prior toplacing any concrete. This procedure isinaddition to any requirements for special inspection, 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of,ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based onsatisfactory completion nfthis requirement. 7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (Z06-43l'307O)� B: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 0 0 9: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 10: 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. 11: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov n Building Permit No. Project No. Date Application Accepted: Date Application Expires: 3 -9 C1ao (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. **Please Print** SITE INFORMATION King Co Assessor's Tax No.: 032304-9057 Site Address: 11030 E Marginal Way S., Seattle, WA 01801 Suite Number: Tenant Name: American Tower Corporation Verizon Wireless PROPERTY OWNER ' Name: American Tower Corporation Address: 10 Presidential Way City: Woburn State: mA Zip: 01801 CONTACT PERSON — person receiving all project communication Name: Samantha Alpha - Powder River Development Services Address: 408 S Eagle RD., Suite 200 City: Eagle State: ID zip: 83616 Phone: 208-963-4031 Email: samantha.alpha@powderriverdev.com DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE Name: Powder River Development Services - Todd Hill Address: 408 S Eagle RD., Suite 200 City: Eagle State: ID Zip: 83616 Phone: 208-963-4031 Email: todd.hill@powderriverdev.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: St Contr Reg No.: Exp Date: Tukwila Business License No.: Floor: New Tenant: 0. Yes ..No ARCHITECT OF RECORD Company Name: Powder River Development Services - Todd Hill Address: 408 S Eagle RD., Suite 200 CItY: Eagle State: ID Zip: 83616 Phone: 208-963-4031 Email: todd.hill@powderriverdev.com ENGINEER OF RECORD Company Name: Powder River Development Services - Todd Hill Address: 408 S Eagle RD., Suite 200 City: Eagle State: ID Zip: 83616 Phone: 208-963-4031 Email: todd.hill@powderriverdev.com LENDER — WHO IS FUNDING THE PROJECT (required for projects $5,000 or greater perACW 19.27.095) Name: N/A Address: City: State: Zip: MONTHLY SERVICE BILLING -or- WATER METER REFUND/BILLING Name: N/A Ver-1-1, or\ V j i-rtAtic Address: 1"3 i_tj 5 15 it Av. City: b i i State: ‘ Zip: voo y Phone: W:\Pcrmh Center (Rachelle)\Applications \ Word \Construction Permit Application Revised 6-2019,doett Revised: June 2019 Page 1 of 3 BUILDING DIVISION INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 20,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): On existing wireless communications tower - removal of (9) antennas and (9) 1 5/8" coax cables: Install of (6) new antennas, (6) RRUs, (1) OVP-12 and (1) hybrid cable on tower with (1) 20kw diesel generator and (1) OVP-12 in existing shelter Will there be new rack storage? .. Yes E.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Addition to Existing erior Remodel Structure New st Floor 1,470 Type of Construction per Type of ,Occupancy per 2"d Floor 3`a Floor Floors Basement Accessory Structure* Garage 0 Attached ❑ Detached Carport ❑ Attached ❑ Detached Covered Deck" Uncovered Deck PLANNING DIVISION AINFORMATION- 206-431; 367 Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? 0 Yes Compact: Handicap: D No If -yes", explain: FIRE; PROTECTION%HALARDOUS MATERI ' Od-575- 4407 ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ® No If "yes', attach list of materials and storage locations on a separate 8-1/2" x II" paper including quantities and Material Safety Data Sheets. PUBLIC WORKS INFORMATION — 206-433-0179 ❑ ...Permanent Water Meter Size (1) . " WO # (2) " WO # (3) " WO # O ...Temporary Water Meter Size (1). _ " WO # (2) WO # (3) WO # ❑ ...Water Only Meter Size WO # ❑ ..,Sewer Main Extension Public 0 Private 0 El ...Water Main Extension Public ❑ Private 0 ❑ Deduct Water Meter Size W:U'ermit Center (Rachelle)\Applications\Word \Construction Permit Application Revised 6-2O19.docx Revised: June 2019 Page 2 of 3 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). 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: 5':14//44-elta47 - Date: 8/20/2019 Print Name: Samantha Alpha Day Telephone: 208-963-4031 Mailing Address: 408 S Eagle RD., Suite 200, Eagle, ID 83616 City State Zip WAPermit Center (RachelleYiApplical tons \Word \Construction Permit Application Revised 6-2019.docz Revised: lune 2019 Page 3 of 3 • Cash Register Receipt Receipt Number City of Tukwila R21204 DESCRIPTIONS ACCOUNT NT U TY Q I PermitTRAK $72..10 D19-0284 Address: 11030 E MARGINAL WAY S COMPLEX Apn: 0323049057 $72.10 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 DEVELOPMENT ADDITIONAL PLAN REVIEW R000.345.830.00.08 1.00 $70.00 $70.00 TOTAL FEES PAID BY RECEIPT: R21204 $72.10 Date Paid: Monday, July 27, 2020 Paid By: ERIN CONLEY Pay Method: CREDIT CARD 92920G Printed: Monday, July 27, 2020 9:30 AM 1 of 1 SYSTEMS 0 Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 07/27/2020 09:29:20 AM CREDIT CARD SALE VISA CARD NUMBER: TRAN AMOUNT: $72.10 APPROVAL CD: 92920G RECORD #: 000 CLERK ID: Bill 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 hups://elassic.convergepay.comNirtualMerchant/transaction.do?dispatchMethod=printTra... 7/27/2020 Cash Register Receipt City of Tukwila Receipt Number R19374 DESCRIPTIONS Permit-IRAK ACCOUNT 1 QUANTITY j PAID $119,43 D19-0284 Address: 11030 E MARGINAL WAY S COMPLEX Apn: 0323049057 $119.43 DEVELOPMENT $94.8 PERMIT FEE R000.322,100,00,00 0,00 $69.83 WASHINGTON STATE SURCHARGE B640.237,114 0.00 $25.00 TECHNOLOGY FEE $24.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R19374 R000.322,900.04.00 0.00 $24.60 $11.9.43 Date Paid: Monday, December 23, 2019 Paid By: POWDER RIVER DEVELOPMENT Pay Method: CHECK 034016 Printed: Monday, December 23, 2019 2:06 PM 1 of 1 SYSTEMS Receipt Number DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $820.80 D19-0284 Address: 11030 E MARGINAL AY S COMPLEX Apn: 0323049057 741.82 DEVELOPMENT $741.82 PERMIT FEE R000.322,100,00.00 0.00 $422,08 PLAN CHECK FEE R000.345.830,00.00 0.00 $319,74 M19-0145 Address: 110 0 E MARGINAL AY S COMPLEX Apn: 0323049057 $78.98 MECHANICAL 78.98 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R18456 R000.322.102.00.00 0.00 $78,98 $820.80 Date Paid: Thursday, August 29, 2019 Paid By: POWDER RIVVER DEVELOPMENT Pay Method: CHECK 033872 Printed: Thursday, August 29, 2019 11:53 AM 1 of 1 YTE Permit Inspections City of Tukwila Permit Number: D19-0284 Applied: 8/29/2019 Approved: 6/16/2020 Issued: 7/27/2020 Finaled: Status: EXPIRED Parent Permit: Parent Project: Details: Description: VERIZON WIRELESS Site Address: 11030 E MARGINAL WAY S COMPLEX City, State Zip Code:TUKWILA, WA 98168 Applicant: VERIZON WIRELESS Owner: SEA POLICE ATHLETIC ASSN IN Contractor: STERLING TELECOM & CONST INC ON EXISTING WIRELESS COMMUNICATIONS TOWER - REMOVAL OF (9) ANTENNAS ANS (9) 1 5/8" COAX CABLES; INSTALL OF (6) NEW ANTENNAS, (6) RRU'S, (1) OVP-12 AND (1) HYBRID CABLE ON TOWER WITH (1) 20KW DIESEL GENERATOR AND (1) OVP-12 IN EXISITNG SHELTER. I@i• - f b SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS CONCRETE SLAB Bill Centen Notes: BUILDING FINAL** Bill Centen Notes: Printed: Wednesday, 29 September, 2021 1 of 1 r4 SUPERION verizonv FILE;COP PPP No. Plan review approval Is sugeo to erroo aro omissions. Approval of construction Morel it is Iv authorize IBe violation of any adopted Cabe or ordinance. Receor of approved FOC Copy and mndilons aamowucogea: By. CaOA.11 Date: l 17•7070 City of Tuswile BUILDING DIVISION SITE INFORMATION TOWER MANAGER: AMERICAN TOWER 10 PRESIDENTIAL WAY WOBURN, MA 01801 SITE ADDRESS: 11030 E MARGINAL WAY S SEATTLE, WA 01801 COUNTY: KING COUNTY LATITUDE: 47.50083 LO4003DE:—122.2867 GROUND ELEVATION: 16' OCCUPANCY TYPE: UNMANNED ZONING JURISDICTION: CITY OF TUKWILA ZONING CODE: MIC/H PARCEL NUMBER: 0323049057 POWER PROVIDER: SEATTLE CITY LIGHT TELCO PROVIDER: NEST CONTACT INFORMATION SITE ACQUISITION: POWDER RNER DEVELOPMENT SERVICES, LLC. 408 S. EAGLE ROAD, SUITE 200 EAGLE, ID 83616 CONTACT: SAMANTHA ALPHA PHONE: 208.963.4031 EMAIL samantha.olpha5powderriverdev.com A8E SERVICES: POWDER RIVER DEVELOPMENT SERVICES, LC, 408 S. EAGLE ROAD, SUITE 200 EAGLE, ID 83616 CONTACT: BRIAN HUME PHONE: 208.938.8844 EMAIL: brion.humeepowderrlverdev.com PROPERTY OWNER: NAME: SEATTLE POLICE ATHLETIC ASSOS ADDRESS: 10868 E MARGINAL WAY S SEATTLE, WA 98168 APPLICANT: VERI00N REAL ESTATE 3245 158TH AVE. SE BELLEVUE, WA 98008 CONTACT: PATTY BARTLETT PHONE: 425.603.8093 EMAIL: patty.bartleQeveri0onwireless.com TOWER CONTACT: AMER1CAN TOWER 10 PRESIDENTIAL WAY WOBURN, MA 01801 PROJECT #: OAA711099 CONTACT: SHARON BATEMAN PHONE: 425.241.0085 EMAIL: Sharon.baleman®americonlower.com ATC ASSET #: 310595 VERIZON SITE NAME: ALLENTOWN • A REVISIONS No Ei:ar:aes snail be made to Ine scope of work WIIITOu1 no O: aonroval of the Tukwila Building Division NOTE: Revisions will require a new plan submittal and may Include additional plan revew, LOCATION: 11030 E MARGINAL WAY S, SEATTLE, WA 01801 122' MONOPOLE COLOCATION VICINITY MAP SITE PHOTO DRIVING DIRECTIONS DIRECTIONS FROM SEATTLE INTERNATIONAL AIRPORT: DEP RT AIRPORT. TAKE RAMP RIG T FOR WA-518 EAST TOWER SEATTLE/TACOMA. TAKE RAMP KEEP STRAIGHT ONTO 1-5 N. AT E IT 156, TAKE RAMP RIGHT FOR WA-599 NORTH TOWARD ID( ONTO INTERURBAN N AVER S. TURN R GHT ONTO S 115TH ST, ARRIVE AT S 115TH ST ON RIGHT SEPARATE PERMIT REQUIRED FOR: 0 Mechanical EE Electrical Plumbing 0 Gas Piping City of Tukwila UILDIPLG D'V tr1N APPLICABLE CODES LA 1-5 NORTH TOWARD SEA R CODE COMPLIANCE APPROVED JUT 161020 ify of Tukwila DING DIVISIuN E. BUILDING CODE 2015 IBC ELECTRICAL CODE 2017 NEC DRAWING INDEX SHEET NO. DESCRIPTION REV T-1 TITLE SHEET 4 GN-1 GENERAL NOTES GN-2 GENERAL NOTES 4 GN-3 GENERAL NOTES 4 UCR-1 EXISTING UCR (BY OTHERS) UCR-2 EXISTING UCR (BY OTHERS) C-0 PROPERTY PLAN 4 C-1 SITE PUN 4 C-1.1 SHELTER DETAILS 4 C-1.2 CONSTRUCTION DETAILS 4 C-2 ELEVATIONS 4 C-3 ANTENNA PLAN 4 C-3.1 RF INFORM4T10N 4 C-3,2 CABLE SPECIFICATIONS 4 C-4 EQUIPMENT DETALS 4 C-5 EQUIPMENT DETAILS 4 C-6 EQUIPMENT DETAILS 4 4 G-1 GROUNDING PUNS RECEIVED G-2 GROUNDING DETAILS CITY OF itilIWILA MAR 021'JD SCOPE OF 1ITCENTER REDS PROJECT ID: 132087 DATE: 12/23/2019 TQ8'ER -REMOVE: EXISTING OTHER CARRIERS EQUIPMENT (9) ANTENNAS AND (9) 1-5/B° COAX CABLES —NSTALL: (9) ANTENNAS, (9) BRIJ, (1) OVP-12 (1) HYBRID CABLE, RAISE EXISTING EXISNG BEACON 1' SHELTER/GROUND —INSTALL: (1) 20KW DIESEL GENERATOR, (1) OVP-12 INSIDE EXISTING SHELTER INSTALL GROUND EQUIPMENT INSIDE EXISTING SHELTER verizon" A AMERICANTOWER9 w? POWDER RIVER Oe4elopme9l Se1M¢es, llC BUSINESS LICENSE #: 3004 REVISIONS DE6C9EPTON IM 4 01/14/20 REYI90NS Of 3 07/26/19 RE4SON5 2 04/04/18 RENSTONS NMI 12/14/17 RENSOX0 CON 11/11/11 1005 CONSTRUCTOR JED 10/30/11 1D/19/11 ISSUED FOR RENEW 90X CON RENEWED BY: MAW 0212712020 la MS AYDSDEMICIIMM AS DEERS CD SSIVC8ATE MD S LL WWN lid WRYVOW WAR OBSDPI4Dir SEW LLD KM Ad ROWS FM KM KY 66 MXE ME 1.NNlED to DE MOD 0 . M MD MGM 3Wt NOT IX MD DX WME I D DM OD OR KO NnDJiDIMP 4Mn0I SOFCD RN MR SITE INFORMATION VERIZON SITE NAME: ALLENTOWN • A ATC 8: 310595 11030 E MARGINAL WAY S SEATTLE, WA 01801 KING COUNTY SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 THE INEORW110N CORNED 4 DOS SEE OF CONSIR CPON DOCUMENTS 5 PROPRIE4N' BY WANK. AM1T l00 0R OESCLOSLIRE OW NM DOT RICH R CES IS S11i011Y PROW BRED. GENERAL NOTES 1.GENERAL NOTES AND TYPICAL DETAILS SHALL APPLY TO ALL PARTS OF THE JOB EXCEPT WHERE THEY MAY CONFLICT WITH DETAILS AND NOTES ON OTHER SHEETS, WHERE OUNUIIIUNS ANL NDI SPECIFICALLY INOICAi0O BUi ARE OF SIMILAR CHARACTER TO DUALS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER. 2.11ORK SHALL CONFORM TO THE REQUIREMENTS, AS AMENDED TO DATE, OF THE LATEST EDITION OF THE BUILDING CODE AND ALL OTHER LOCAL, STATE AND FEDERAL REGULATIONS. 3,0MISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH ANY WORK INVOLVED. 4.ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EKIS1NG CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANiEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE PROPER REVISION NAY BE MADE, MODIFICATIONS OF CONSTRUCTION DETALS SHALL NOT BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. 5.THE CONSTRUCTOR DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE ?"E METHOD OF CONSTRUCTION, THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING BUT NOT LIMITED TO BRACING, TEMPORARY SUPPORTS AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONSTRUCTION AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS, THESE SUPPORT SERVICES PERFORMED BY THE ENGINEER, WHETHER OF MATERIAL OR WORK, ARE FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, BUT DO NOT GUARANTEE CONTRACTORS PERFORNANCE AND SHALL NOT BE CONSTRUED AS SUPERMSION OF CONSTRUCTION. CONTRACTOR SHALL WE NECESSARY PRECAUTIONS TO MAINT4N AND ENSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION, NEITHER THE OWNER NOR ENGINEER WILL ENFORCE SAFETY MEASURES OR REGULATIONS. CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 6,SAFEIY: CONFORM TD ALL APPLICABLE OSHA CONSTRUCTION SAFETY REGULATORS FOR ALL WORK PERFORMED DURING CONSTRUCTION, JOB SITE SAFETY IS STRICTLY THE RESPONSIBILITY OF THE CONTRACTOR AND NOT THE ENGINEER OR OWNER. 7.ANY PROPRIETARY COMPONENTS, MOUNTS, MATERIALS, CHEMICAL, EPDXY AND WEDGE ANCHORS, AND SHOT PINS SHALL BE EXACTLY AS CALLED FOR IN THESE DRAWINGS. ANY DEVIATIONS SHALL BE APPROVED OR DISAPPROVED BY THE ENGINEER AT THE EXPENSE OF THE EH111Y REQUESTING THE SUBSTiUTION PRIOR TO THE INSTALLATION. 6,111E CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE ALL GEMS DEFINED IN THE CONTRACT DOCUMENTS. THE CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: THE CONTRACT, SPECIFICATIONS AND CONSTRUCTION DRAWINGS, 9.THE CONTRACTOR SHALL BE ULTIMATELY RESPONSIBLE FOR COORDINATION AND ASSEMBLY OF ALL PARTS OF THE CONSTRUCTION DEPICTED HEREIN. THE CONTRACTOR SHALL PERFORM ANY CONSIRUCTABILTY REVIEW OR COORDINATION DRAWINGS NECESSARY TO IDENTIFY CONSTRUCTABILTY PROBLEMS PRIOR TO CONSTRUCTION, 10, THE CONTRACTOR SHALL VISIT THE JOB SITE TO REVIEW THE SCOPE OF WORK AND EXISTING JOB SITE CONDITIONS INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL SERVICE AND OVERALL COORDINATOR. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID. ANY DISCREPANCIES, CONFLICTS 0R OMISSIONS, ETC,, SH4.L BE REPORTED TO THE CARRIER CONSTRUCTION SUPERVISOR BEFORE PROCEEDING WITH THE WORK, 11. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING STRUCTURES, LANDSCAPING OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF THE TENANT, BUILDING OWNER OR OWNER'S REPRESENTATIVE AT THE EXPENSE OF THE CONTRACTOR. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR REPAIR OR REPLACEMENT OF UTIUTIES OR OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE EXECUTION OF WORK. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE JOB 15 COMPLETED. 14, THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES AS REQUIRED BY THE GOVERNING AGENCY. 15, THE CONTRACTOR AND ALL SUBORDINATE CONTRACTORS SHALL COMPLY WITH ALL LOCAL AND STATE AND FEDERAL REGULATIONS, 16. THE CONTRACTOR SHALL OBTAIN AND PAY FOR PERMITS, LICENSES AND INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE THOSE IN THE COST OF THE WORK TO CARRIER. 17. CHECK ACCURACY OF All DIMENSIONS IN THE FIELD, UNLESS SPECIFICALLY NOTED, DO NOT FABRICATE ANY MATERIALS OFF SITE, NOR PERFORM ANY CONSTRUCTION ACTIVITIES UNTIL THE ACCURACY OF DRAWING DIMENSIONS HAVE BEEN VERIFIED AGAINST ACTUAL FIELD DIMENSIONS. IN ALL CASES WHERE A CONFLICT MAY OCCUR, SUCH AS BETWEEN ITEMS COVERED IN SPECIFICATIONS AND NOTES ON THE DRAWINGS OR BETWEEN GENERAL NOTES AND SPECIFIC PLANS OR DETAILS, THE ENGINEER SHALL BE NOTIFIED, AND HE/SHE WILL INTERPRET THE INTENT OF THE CONTRACT DOCUMENTS PRIOR TO THE INSiAUATION OF THAT PORTION OF WORK. 16, THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR OF ANY CONFLICTS OR DISCREPANCIES IN THE CONTRACT DOCUMENTS 0R FIELD CONDITIONS PRIOR TO EXECUTING THE WORK IN QUESTION. 19, THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR IF DETAILS APE CONSIDERED UNSOUND, UNSAFE, NOT WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE PRACTICE, IF WORK IS PERFORMED, IT WILL BE ASSUMED THAT THERE IS NO OBJECTION TO THE DETAIL DETAILS ARE INTENDED TO SHOW THE END RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS, AND SHALL BE INCLUDED AS PART OF THE WORK, 20. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE MONIED BY THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SALLL NOTIFY THE CMTRICN DONSTRLiC ION SUPERVISOR SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. 21. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS, IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, THE ENGINEER SHALL BE CONTACTED FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 22. THE CONTRACTOR SHALL PROVIDE U. NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR OTHER SUPPORT NOT OTHERWISE SHOWN HEREIN, ALL SUSPENDED MECHANICAL EQUIPMENT TO BE SWAY OR LATERALLY BRACED, 23, GOVERNING AGENCY -APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN, ALL CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION. AT ALL TIMES THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 24. DESIGN DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION CONDITIONS WILL PERMIT. ANY ERROR, OMISSION, DR DESIGN DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE CARRIER CONSTRUCTION SUPERVISOR FOR CLARIFICATION DR CORRECTION BEFORE CONSTRUCTION. 25, AS -BUILT REQUIREMENTS: DO NOT USE RECORD DOCUMENTS FOR CONSTRUCTOR PURPOSES, PROTECT RECORD DOCUMENTS FROM DETERIORATION AND LOSS IN A SECURE, FIRE-RESISTANT LOCATION. PROVIDE ACCESS TO RECORD DOCUMENTS FOR THE CARRIER CONSTRUCTION SUPERVISOR'S REFERENCE DURING NORMAL WORKING HOURS, MARKNN A CLEAN, UNDAMAGED SET OF BLUE DR BLACK LINE PRINTS OF CONTRACT DRAWINGS AND SHOP DRAWINGS. MARK THE SET TO SHOW THE ACTUAL INSTALLATION WHERE THE INSTALLATION VARIES SUBSTANTIALLY FROM THE WORK AS ORIGINALLY SHOWN. MARK WHICH DRAWINGS ARE MOST CAPABLE OF SHOWING CONDITIONS FULLY AND ACCURATELY, WHERE SHOP DRAWINGS ARE USED, RECORD A CROSS-REFERENCE AT THE CORRESPONDING LOCATION ON THE CONTRACT DRAWINGS. GIVE ATTENTION TO CONCEALED ELEMENTS THAT WOULD BE DIFFICULT TO MEASURE AND RECORD AT A LATER DATE. MARK RECORD SETS WBH RED ERASABLE PENCIL. USE OTHER COLORS TO DISTINGUISH BETWEEN VARIATIONS IN SEPARATE CATEGORIES OF THE WORK, MARK NEW INFORMAION THAT IS IMPORTANT TO THE OWNER BUT WAS NOT SHOWN ON THE CONTRACT DRAWINGS, DETAILS OR SHOP DRAWINGS. NOTE RELATED CHANGE ORDER NUMBERS WHERE APPLICABLE, NOTE RELATED RECORD DRAWING INFORMATION AND PRODUCT DATA. UPON COMPLETION OF THE WORK, SUBMIT ONE (1) COMPLETE SET OF RECORD DOCUMENTS TO THE CARRIER CONSTRUCTION SUPERVISOR FOR THE OWNER'S RECORDS, 26. A CLOSEOUT BOOK CONTAINING THE FOLLOWING, SHALL BE PROVIDED BY THE CONTRACTOR, AS APPLICABLE: A.AS BUILT DESIGN DRAWINGS B.SWEEP TEST RESULTS CRESISINELY TEST D.PHOTD DOCUMENTATION OF: UNDERGROUND CONDUITS AND GROUND RING II. ANTENNA, COAX, JUMPER ATTACHMENTS AND GROUND KIT ATTACHMENTS III. ANTENNA DOWN TILT MEASUREMENT USING AN INCLINOMETER ON THE BACK PLANE OF THE ANTENNA IV. GROUND BAR ATTACHMENTS ESIGNED OFF PERMIT CARDS F,CERTIFICATE OF OCCUPANCY G.RETURN OF KEYS AND/OR ACCESS AUTHORIZATION H.ORIGINAL BUILDING PERMIT SITE WORK NOTES 1,SCOPE: CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUB GRADE PREPARATION, FINISH GRADING AND SECURITY FENCE, AS REQUIRED BY CONSTRUCTION DRAWINGS AND DETAIL DRAWINGS, 2.REFERENCES: ADEP411ME6'T OF TRANSPORTATION CONSTRUCTION AND MATERIAL SPECIFICATIONS FOR THE STATE IN W11CH THE PROJECT IS LOCATED. B.ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) C.OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) DAASHTO (AMERICAN ASSOCIATION OF STATE TRANSPORTATION OFFICIALS) 3.INSPECTON AND TESTING: AFIELD TESTING OF EARTHWORK, AGGREGATE BASE COURSE, COMPACTION AND CONCRETE TESTING SHALL BE PERFORMED BY THE CONTRACTOR'S INDEPENDENT TESTING LAB. BALL WORK SHALL BE INSPECTED AND RELEASED BY THE CARRIER CONSTRUCTION SUPERVISOR WHO SHALL CARRY OUT THE GENERAL INSPECTION OF THE WORK WON SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF THE WORK INACCESSIBLE OR DIFFICULT TO INSPECT. 4.SITE MAINTENANCE AND PROTECTION: APRONDE ALL NECESSARY JOB SITE MAINTENANCE FROU COMMENCEMENT OF THE WORK UNTIL COMPLETION OF THE CONTRACT. B.CONTACT THE ONE -CALL UTILITY LOCATION SERVICE PRIOR TO ANY EXCAVATING ACTMTES TO HAVE LOCATIONS OF UNDERGROUND UTILITIES VERIFIED. C.AVOID DAMAGE TO THE SITE INCLUDING EXISTING FACILITIES, STRUCTURES, TREES AND SHRUBS DESIGNATED TO REM4N. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING ITEMS THAT ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. D.KEEP SITE FREE OF ALL PONDING WATER, E.CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL, CRY, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS ,AND TO PREVENT ACCUUULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAIING THE CONSTRUCTION AREA THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS AND CHECK DAMS. F.PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILAR DEVICES NECESSARY TO PROTECT LIFE AND PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION, REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. 5 BEFORE STARING GENERAL S;'E PREPARATION AC11VOIES, INSTR.! EROSION AND SEDIMENT CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION TNA1 IN THE EVENT OF RAIN THE SITE WILL BE WELL DRAINED AT ALL 11MES. 6.ENS'URE POSITIVE DRAINAGE DURING AND APB COMPLETION OF CONSTRUCTION. 7 PERFORM ALL SURVEY, LAYOUT, STAKING AND MARKING TO ESFABUSH AND MAINTRN ALL LINES, GRADES, ELEVA11ON5 AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. B.CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SIZE AND ONLY THE IMMEDIATE SURROUNDINGS NECESSARY TO COMPLETE THE WORK. REMOVE TREES, BRUSH, STUMPS, RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE AREA TO 9E CLEARED AND GRUBBED.. 9,REMOVE FROM THE SIZE AND DISPOSE IN AN AUTHORIZED LANDFILL All DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS . BURNING IS NOT PERMITTED. 10. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY THE LOCATORS OF FEATURES INDICATED ON THE DRAWINGS, AND ASCERTAIN THE EXISTENCE AND LOCATION DF ANY STRUCTURE, UNDERGROUND STRUCTURE, CULVERT, STREAM CROSSING OR OTHER ITEM NOT SHOWN THAT MIGHT AFFECT OR INTERFERE WITH THE NEW CONSTRUCTON. NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPUSHMENi OF THE WORK AS INDICATED ON THE DRAWINGS, 11, SEPARATE AND STOCKPILE All EXCAVATED MATERIALS SUITABLE FOR BACK FILL. ALL EXC55 EXCAVATED, AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF IN AN AREA DESIGNATED BY THE CARRIER CONSTRUCTION SUPERVISOR. (UNSUITABLE MATERIAL MAY BE REQUIRED TO BE REMOVED FROM THE SITE.) REVIEWED WED FOR CODE COMPLIANCE APPROVED JUN 161010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUK'0LA MAR 021010 PERMIT CENTER veriiom A AMERICAN TOWER° POWDER RIVER peuelopmesll Serulces,l1C BUSINESS LICENSE #: 3004 REVISIONS a¢ OESCRI4114 INr 01/14/20 RMSICNS 07/26/I 2 04/D4/16 424.1( 0 12/14/17 REVISIONS II/11/121 ION CONSIPUCION JED 10/30/111 SEED FOR REND 901 10/19/171 ISSUED FOR RENEW 90S REVIEWED BY: MAW 0212112020 Da NSW TERA4, 9 NS1Rl7N;A N IAA 91 944191 common004 6913996w1 WA ILO WIFIILR X KUM RI 4196N44I47WIX Mt ECM 24747 DES EfillaNW MOM 44l. NW BE6E047AYf PEW 01L91n04AAYA 497207S REHM ION OM4'WE9R SiTE INFORMATION VERIZON SITE NAME: ALLENTOWN . A ATC #, 310595 11030 E MARGINAL WAY S SEATTLE, WA 01801 KING COUNTY SHEET 1100: GENERAL NOTES SHEET NUMBER: GN-1 'HE 1NF041110N CCNINNCO IN ;INS SE10F CONS7AUCn2N IUp111E795 S 99791E79M 97 WORE MY USE 0P 011210SIIIE 0THER 1HON iNA1 WNOtI 42IA1E410 GREYER S114200 R SIRCFLY PR ELECTRICAL NOTES FOR 1.ThESE NOTES DESCRIBE THE MINIMUM REQUIREMENTFO INSTALLATION OF All ELECTRICAL SYSTEMS. SUBMITTAL OF BID INDICATES THAT THE CONTRACTOR IS CUUNILANI U1 Al 1011 Sllt LUNUIIi0NS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. 2,THE PUBLICATIONS 'LISTED BELOW FORM PART OF THESE NOTES. EACH PUBLICATION SNAIL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION, UNLESS NOTED OTHERWISE, EXCEPT AS MODIFIED BY THE REQUIREMENTS SPECIFIED HEREIN, OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THESE PUBLICATIONS: A. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) B, IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS) C. NEC (NATIONAL ELECTRICAL CODE), LATEST EDITION D, NEMA (NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION) E. NFPA 70 (NATIONAL FIRE PROTECTION ASSOCIATION) F. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION), INCLUDING Al APPUCABLE AMENDMENTS C UL (UNDERWRITERS LABORATORIES) H. APPLICABLE LOCAL CODES AND ORDINANCES 3.THE CONTRACTOR SHALL INSTALL UNDERGROUND ELECTRICAL AND TELEPHONE CONDUITS AND CABLE AS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS. 4.WHEN FINISHED, WORK SHALL BE IN A COMPLETE AND UNDAMAGED STATE, AS REQUIRED IN THE CONTRACT DOCUMENTS. 5,I1EMS SHALL BE NEW AND SHALL BE INSTALLED ONLY IF IN FIRST-CLASS CONDITION. 6.SUBSTITUIONS FOR MATERIAL WILL BE PERMITTED ONLY BY WRTTIEN APPROVAL OF THE CARRIER CONSTRUCTION SUPERVISOR AND BY THE ENGINEER. 7,THE CONTRACTOR SHALL PROVIDE All MATERIAL EXCEPT AS SPECIFIED IN THE CONTRACT DOCUMENTS. ALL MATERIAL SHALL BE APPROVED AND USED BY OR BEAR THE UL LABEL, AND WILL COMPLY WITH ANSI, IEEE AND NEW STANDARDS WHERE APPLICABLE, 6.CONDUITS: A ALL UNDERGROUND CONDO SHALL BE SCHEDULE 40 PVC , SIZED AS SHOWN ON THE CONSTRUCTION DRAWINGS. B. ALL EXTERIOR ABOVEGROUND CONDUIT SHALL BE PER LOCAL CODE REQUIREMENTS. C ALL INTERIOR CONDUIT SHALL BE EMT WITH COMPRESSION -TYPE FiINGS. D. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR OUTDOOR LOCATIONS WHERE FLEXIBLE CONNECTION IS REQUIRED. 9.CABLES CONDUCTORS FOR GENERAL WIR`NG SHALL BE NEC STANDARD ANNEALED COPPER WIRE WITH NEC 600-VOLT INSULATION. A #5 AND LARGER -STRANDED TYPE, THHN OR THAN, B, 110 AND SMALLER -SCUD TYPE THHN OR THWN. C. CONDUCTORS IN CONDUIT IN OR ADJACENT TO HIGH HEAT SOURCE SHALL BE TYPE XHHW. D. CONDUCTORS IN CONDUITS ABOVE ROOF, ON TOP OF ROOF OR INSIDE GUILT -UP ROOFING MATERIAL SHALL BE TYPE XHHW 10. CONVENIENCE CUTLET, UNLESS NOTED OTHERWISE, SURFACE -MOUNTED OUTLETS FOR EXTERIOR LOCATIONS SHALL BE FERAUCY, CAD/ZINC ELECTROPLATED WITH THREADED HUBS OR CONDUIT ENTRANCES DRILLED AND TAPPED. ALL COVERS SHALL BE SELF -CLOSING AND G1SKETED. SURFACE MOUNTED OUTLETS FOR INTERIOR LOCATIONS SHALL BE GALVANIZED, PRESSED STEEL WITH COVER PLATE, SIERRA PLASTIC STYLE, NORM COLOR. 11. COAXAL CABLE SUPPORTS 1. ALL WAVE GUIDE SUPPORTS SHALL BE MANUFACTURED TO MEET All COAX MINIMUM BENDING REQUIREMENTS. SUPPORTS SHALL BE PROVIDED EVERY 3'-0" ON CENTER, 12. BEFORE LAYING OUT WORK, EXERCISE PROPER PRECAUTION TO VERIFY EACH MEASUREMENT. 13. USE EXTREME CAUTION BEFORE EXCAVATING IN EXISTING AREAS TO LOCATE EXISTING UNDERGROUND SERVICES. 14. A VISUAL CHECK OF ELECTRICAL AND TELEPHONE CABLES, CONDUITS AND OTHER ITEMS SHALL BE MADE BY A CARRIER CONSTRUCTION SUPERVISOR BEFORE THESE ITEMS ARE PERMANENTLY INSTALLED, 15. THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR 24 HOURS PRIOR TO TRENCH BACK FILL 16. TRENCHING, BACK FILLING, BEDDING AND COMPACTING SHALL COMPLY WITH SiTE WORK SPECIFICATIONS. 17. DIG TRENCHES 10 THE REQUIRED DEPTH AS SHOWN ON THE DRAWINGS WITHOUT POCKETS OR DIPS. REMOVE LARGE STONES FROM THE BOTTOM OF THE TRENCH AND FIRMLY TAMP LOOSE FILL IN THE BOTTOM BEFORE CONDUIT IS LAD. 18, INSTALL UNDERGROUND CONDUIT WITH A MINIMUM 3-INCH TO 100-FOOT SLOPE OR TO A SLOPE SHOWN ON THE DRAWINGS. 19, UNLESS SHOWN OTHERWISE ON THE DRAWINGS, TERMINATE AND CAP ALL STUB -UPS 12 INCHES ABOVE FINISHED GRADE ELEVATION. 20. WHEREVER CONDUITS CROSS UNDER ROADWAYS, USE GALVANIZED RIGID STEEL CONDUITS IN ALL CASES, MENDING 5 FEET BEYOND THE EDGE OF THE ROAD BED, MINIMUM DEPTH FOR CONDUIT SHAH BE 4 FEET BELOW ROADWAY GRADE. 21. MARK UNDERGROUND CONDUITS CH A 6-INCH WiDE RED POLYETHYLENE TAPE BURIED 6 INCHES UNDER THE SURFACE DIRECTLY OVER THE CONDUITS, MIRK THE TAPE THUS: CAUTION -BURIED ELECTRICAL CABLE. 22. FOR SFAIING CONDO, USE ONLY NON -THERMOPLASTIC COMPOUNDS SUCH AS J.M. DUXSFAL, OR AN CARRIER -APPROVED SUBSTITUTE, THE COMPOUND SHALL HAVE NO EFFECT ON RUBBER OR RUBBER-UKE INSULATIONS, LEAD, ALUMINUM 0R FERROUS ALLOYS; IT SHALL BE INSOLUBLE IN WATER AND WITHSTAND MAXIMUM TEMPERATURE RANGES OF 111E LOCALITY. 23. COAXIAL - REFER TO ANTENNA AND COAXIAL CABLE INSULATON PROCEDURES. 24. ANTENNA - REFER TO ANTENNA AND COAXIAL CABLE INSULATION PROCEDURES, 25. LNA/MHA - REFER TO ANTENNA AND COAXIAL CABLE INSULATION PROCEDURES, GROUNDING NOTES 1,THIS SPECIFICATION PRESCRIBES THE REQUIREMENTS FOR FURNISHING, INSTALLATION AND TESTING OF THE GROUNDING CABLE, CONNECTORS AND ASm7.IATFD COMPONENTS AS INDICATED ON THE DRAWINGS. 2.APPUCAIONS OF ELECTRICAL GROUNDING AND BONDING WORK SPECIFIED IN THIS SPECIFICATION INCLUDE THE FOLLOWING: A. FENCE AND GATE POSTS B. ELECTRICAL POWER SYSTEMS C, GROUNDING ELECTRODES D. GROUND BUS BAR E. SERVICE EQUIPMENT F, ENCLOSURES G. MONOPOLE / LATTICE TOWER H. ICE BRIDGE 3,REFERENCES: THE PUBLICATIONS LISTED BELOW FORM PART OF THESE DRAWINGS. EACH PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE THESE DRAWINGS ARE ISSUED FOR CONSTRUCTION, UNLESS NOTED OTHERWISE. EXCEPT AS MODIFIED BY THE REQUIREMENTS SPECIFIED HEREIN, OR THE DETALS OF THE DRAWINGS, WORK INCLUDED IN THESE DRAWINGS SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THESE PUBLICATIONS, A. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) 8. IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS) C. NEC (NATIONAL ELECTRICAL CODE), LATEST EDITION D, NEMA (NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION) E. NESC (FNAODNAL ELECTRICAL SAFETY CODE), LATEST EDITION F. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) G. UL (UNDERWRITERS' LABORATORIES) H. APPLICABLE LOCAL CODES AND ORDINANCES 4.MATERIALS: EXCEPT AS OTHERWISE INDICATED, PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEMS INDICATED; W0H ASSEMBLY OF MATERAL, INCLUDING, BUT NOT LIMITED 10, GROUNDING ELECTRODES, BONDING JUMPER AND ADDITIONAL ACCESSORIES NEEDED FORA COMPLETE INSTALLATION. WHERE MORE THAN ONE TYPE OF COMPONENT PRODUCT MEETS INDICATED REQUIREMENTS, SELECTION IS INSTALLER'S OPTION. WHERE MATERIALS OR COMPONENTS ARE NOT INDICATED, PROVIDE PRODUCTS WHICH COMPLY WiTH NEC, UL, AND IEEE REQUIREMENTS AND WITH ESTABLISHED INDUSTRY STANDARDS FOR THOSE APPLICATIONS INDICAT4D, A, GROUNDING: THE EQUIPMENT SHALL BE GROUNDED AS FOLLOWS, AS SHOWN ON THE DRAWINGS AND IN COMPLIANCE WITH NEC ARTICLE 250 AND STATE AND LOCAL CODES. II GROUND RODS AND QUANTITY SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC, THE CONTRACTOR SHALL PERFORM A GROUND -RESISTANCE -TO -EARTH TEST. SHOULD THE INSTALLATION HAVE A RESISTANCE OF S OHMS OR MORE, CONTRACTOR SHALL INSTALL MORE GROUND RODS AS NECESSARY SO THAT THE OVERALL GROUND -TO -EARTH RESISTANCE IS LESS MAN 5 OHMS. III. INSTALL ELECTRICAL GROUNDING AND BONDING SYSTEMS AS INDICATED, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, NEC'S "STANDARD OF INSiAUAION; AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PRODUCTS COMPLY WITH REQUIREMENTS, N. COORDINATE WITH OTHER ELECTRICAL WORK AS NECESSARY TO INTERFACE INSTALNTON OF ELECTRICAL GROUNDING AND BONDING SYSTEMS. V, INSTALL GROUND CONDUCTORS A MINIMUM OF 36 INCHES BELOW FINISHED GRADE WHICH ENCIRCLE THE TOWER AND EQUIPMENT, AND ARE CONNECTED TO EACH DRIVEN GROUND ROD, GROUND TRENCH SHALL BE AT LEAST 24 INCHES AWAY FROM FOUNDATIONS. VI. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUE FOR CONNECTORS AND BOLTS. WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT INDICATED, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUE SPECIFIED IN UL 486A TO ASSURE PERMANENT AND EFFECTIVE GROUNDING, VII, APPLY CORROSION -RESISTANT FINISH (NO-OX OR CARRIER -APPROVED EDUNALENT) TO FIELD -CONNECTIONS, AT COPPER GROUND BARS AND PLACES WHERE FACTORY APPLIED PROTECTIVE COATING HAVE BEEN DESTROYED, OR ARE SUBJECTED TO CORROSIVE AND/OR OXIDATION PROCESS. VIII. ON IXISTING LATTICE TOWERS, WATER TOWERS AND ROOF TOPS, WHEN A NEW GROUNDING SYSTEM I5 INSTALLED, THE CONTRACTOR SHALL TIE THE NEW GROUND SYSTEM TO THE EXISTING WATER TOWER, LATTICE TOWER STRUCTURAL STEEL OR BUILDING STRUCTURAL STEEL AS THE CASE MAY BE AT A MINIMUM OF ONE LOCATION SO THAT THEY ARE AT THE SAME VOLTAGE POTENTIAL. IX, ALL TOWER AND TOP GROUND WIRES SHALL BE SUPPORTED EVERY TWO FEET MAXIMUM. B. GROUND RODS: I. GROUND RODS SHALL BE 5/6" DIAMETER WITH 8'-0" EMBEDMENT MIN, COPPER CND DRIVEN ROD(S). II, GROUND ROD(S) SHALL BE LOCATED AT THE PERIMETER OF EQUIPMENT AS TO CREATE A GROUND RING AS SHOWN ON THE DRAWINGS. GROUND ROD(S) SHALL BE SPACED AT A MINIMUM OF 8'-0" AND A MAXIMUM SPACING OF 10'-0" ON CENTER. N. GROUND RODS SHALL BE BURIED BELOW THE FROSi1INE, AT NO TIME SHALL THIS DEPTH BE LESS THAN 18" BELOW FINISHED GRADE. V. GROUND RODS WHICH CANNOT BE DRIVEN STRAIGHT DOWN THE ENTIRE 10'-0', SHALL BE DRIVEN AT AN ANGLE NOT GREATER THAN 45 DEGREES (NEC 250-83 AND 250-84). VI. GROUND ROD LOCATIONS SHALL BE NOTED ON THE AS -BUILT DRAWING COMPLETE WITH DIMENSIONS, VII. PROVIDE GROUND TEST WELLS SHOWN ON THE CONSTRUCTONDRAWINGS, C. GROUND CONDUCTOR: I. All DIRECT BURIED GROUND CONDUCTORS SHALL BE TINNED SOLID (#2 AWO) WIRE. BURIED GROUND CONDUCTOR SHALL BE INSTALLED AT MINIMUM DEPTH OF 36" BELOW GRADE. ALL SUB GRADE GROUND CONNECTIONS SHALL BE MADE USING EXOTHERMIC WELD PROCESS, CONNECTIONS SHAH INCLUDE Aii CABLE TO CABLE SPLICES, TEES AND ALL GROUND ROD CONNECTIONS. MOLD, WELD VETS, ETC, SHALL BE MANUFACTURED BY C4DWEL0 AND SHALL BE I INSTALLED AS PER THE MANUFACTURER'S INSTRUCTIONS, III, GROUND CONDUCTORS SHALL BE ROUTED IN THE SHORTEST AND C STRAGHIEST DISTANCES POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. CONDUCTORS SHALL BE INSTALLED AS FOLLOWS: V. AL GROUND CONDUCTORS SHALL FOLLOW A CONTINUOUS DOWNWARD PATTERN TO THE GROUND SOURCE. (NEVER RUN GROUND CONDUCTOR IN AN UPWARD' DIRECTION.) V, CONDUCTORS SHALL BE INSTALLED WITH A MINIMUM OF 12-INCH MINIMUM BENDING RADIUS, VI, WHEN THE MINIMUM BENDING RADIUS CANNOT BE ACHIEVED, GROUND CABLES SHALL BE ROUTED AT 90-DEGREE BENDS WITH THE USE OF EXOTHERMIC CONNECTIONS AT 90 DEGREES, WITH THE INTENT IS TO ELIMINATE THE CABLE BEND RADIUS AND REPLACE THE RADIUS WITH AN EXOTHERMIC CONNECTION, 5,PREPARATION: A, ALL SURFACES TO WHICH GROUND CONNECTIONS Will BE MADE SHALL BE FREE OF PAINT, GALVANIZING DIRECT CORROSION, ETC. B. ALl METAL SURFACES EXPOSED ON GROUNDING SHALL BE EITHER COLD GALVANIZE, OR PAINTED TO MATCH ORIGINAL SURFACE. 6.EXAMINE AREAS AND CONDITIONS UNDER WHICH ELECTRICAL GROUNDING AND BONDING CONNECTIONS ARE TO BE MADE AND NOTIFY CARRIER CONSTRUCTION SUPERVISOR AND ENGINEER OF RECORD IN WRITING OF CONDITIONS DETRIMENTAL TO PROPER COMPLETION OF WORK. DO NOT PROCEED 1100 WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED, THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR A MINIMUM OF 24 HOURS PRIOR TO TRENCH' BACK FILL, ALL WORK DONE BELOW FINISHED GRADE SHALL BE INSPECTED BY TIE CONSTRUCTION SUPERVISOR DURING THAT PERIOD. ].GROUND TESTING: A. THE CONTRACTOR SHALL TEST THE GROUND ELECTRODE ROD RESISTANCE IN ACCORDANCE WITH THE METHODS OF MEASUREMENT DEFINED IN THE FALL OF P0IENPAL METHOD. B. TEST INSTRUMENTS SHALL OPERATE AT A FREQUENCY OTHER THAN 60 HERTZ AND SHALL CONTAIN STRAY CURRENT AND DC FILTERS, FAULT CURRENT PROTECTION AND HAVE SENSITIVITY TO OPERATE A LOW SIGNAL STRENGTH. C. PRIOR 10 TESTING, THE CONTRACTOR SHALL DE -ENERGIZE ALL POWER SOURCES, DISCONNECT THE ELECTRODE CONDUCTOR FROM THE GROUND ROD, WEAR HIGH VOLTAGE RUBBER SAFETY GLOVES. D. GROUND TESTS ARE TO BE PERFORMED BY QUALIFIED PERSONS FAMILIAR WITH THE CONSiRUCTON AND OPERATION OF THE EQUIPMENT AND THE HAZARDS INVOLVED. E. AN INDEPENDENT, APPROVED OUTSIDE FIRM SHALL PERFORM THE GROUND TEST AS OUTLINED. ALL TEST RESULTS SHALL BE FORWARDED TOME CARRIER CONSTRUCTION SUPERVISOR FOR APPROVAL REVIEWED FOR CODE COMPLIANCE APPROVED JUN 16 aize City of Tukwila BUILDING DIVISION RECEIVED CITY OF 1 UM NAR 021010 PERMIT CENTER verizor A AMERICANTOWER' POWDER RIVER CoVPIOpmPRI Ser .s, LIC BUSINESS LICENSE 1: 3004 REVISIONS REV OESCAIPRON INT 4 01/14/20 07/25/19 Rl9S10NS 04/04/18 RENSR"16 MAW 12/14/17 RE1LICAS au 11/11/17 103 CDN5IRUCIKW E9 10/30/17 4510 FOR RENEW 90X 'SR 10/19/17 RENEWED BY: MAW 0212112020 AEN' PLAYS MO %WADS. AS IMAM OF ME .NE AM SITS 41PN 11W F&TRttu PPM MO NNI1NIE4 WM LIE MI DE MIMS MP OM NY NW WE ME6000601400 AWN WM AO MOW SWILL NR 4064 NAYt 40164Pi04101Pf0?14A MUMS 111RJR MT 4040171418164164 SIZE INFORMATION VERIZON SITE NAME: ALLENTOWN • A ATC 0; 310595 11030 E MARGINAL WAY S SEATTLE, WA 01801 KING COUNTY SHEET TOLE: GENERAL NOTES SHEET NUMBER: GN-2 CORTANID N THIS SC10F CONSTRUCRCN MOM IS PRGPRI7208 TN NATURE. ANY USE OR DISCLOSURE AR TWIT NI AU RELATES TO CARtA HA WES IS STRICTLY own)]. CONCRETE NOTES 1.THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE AS FOLLOWS: FC = 4,000 PSI - FOOTINGS, GRADE BEAMS & ALL OTHER CONCRETE, U.N.O. F'C = 4,000 PSI - RETAINING WAILS & PILASTERS FTC = 4,000 PSI - SLAB ON GRADE 2,ALL CONCRETE UNLESS NOTED OTHERWISE SHALL BE NORMAL WEIGHT TYPE (150 PCF). AGGREGATES SHALL CONFORM 10 ASTM C-33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN .05% (MAXIMUM SIZE), 3.CEMENT SHALL CONFORM TO ASTM C-150 (TYPE V) UNLESS NOTED OTHERWISE ON THE DRAWINGS. 4.CONCRETE MIX DESIGN FOR DESIGN COMPRESSIVE STRENGTH GREATER THAN 2500 P.S.I. SHALL BE PREPARED BY AN APPROVED TESTING LABORATORY AND SHALL BE STAMPED AND SIGNED BY A LICENSED ENGINEER, IN THE STATE OF JURISDICTION. THE MIX DESIGN SHALL THEN BE SUBMITTED 10 THE ENGINEER OF RECORD FOR RENEW. THE USE OF A POLYMER BASED WATER REDUCING ADMIXTURE IS OPTIONAL, BUT IF USED, SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. 5.DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WITH THE FOLLOWING REQUIREMENTS: A.THE MAXIMUM ALLOWABLE CONCRETE SHRINKAGE (28 DAYS) SHALL BE AS FOLLOWS: 047: - WALLS 06% - SLABS, FOUNDATIONS AND ALL OTHER CONCRETE, U.N.O. B.FLY ASH SHALL BE A MINIMUM OF 15%, MAXIMUM OF 25%, OF THE TOTAL CEMENTITIOUS MATERIAL OF ALL MIX DESIGNS FOR CONCRETE > 4000 P.S.I.. FLY ASH WITH THESE SAME LIMITS MAY ALSO BE USED IN ANY OTHER MIX DESIGN FOR CONCRETE STRENGTH < 4000 P.S.I. C.FLY ASH SHALL CONFORM TO ASTM C-618, CLASS F, WITH MAXIMUM LOSS ON IGNITION (L0.1.)10 BE 30. D.MAXIMUM ALLOWABLE WATER -TO -CEMENT (W/C) RATIO SHALL INCLUDE THE TOTAL WEIGHT OF CEMENT AND FLY ASH. 6.CONCRETE SHALL BE CURED AND PROTECTED IN ACCORDANCE CH ACI 308,1-11, 7.CONCRE1E SHALL NOT FREE FALL MORE THAN FIVE FEET. USE TREMIE OR PUMP. B.LOC4110N OF CONSTRUCTION JOINTS AND OTHER TYPES OF JOINTS, 0114ER THAN THOSE SPECIFIED OR DETAILED, SHALL BE APPROVED BY THE ENGINEER BEFORE PLACEMENT OF CONCRETE. 9.ALL CONCRETE WITH 28 DAY STRENGTH GREATER THAN 2500 PSI SHALL BE INSPECTED IN ACCORDANCE WITH THE REQUIREMENTS AND FREQUENCY OF INSPECTION DEFINED IN IBC TABLE 1105.3 AS PRESENTED ON VERIFICATION AND INSPECTION NOTES AND TABLES - SEE SPECIAL INSPEC110N NOTES. ANY EXCEPTIONS TO THIS REQUIREMENT WILL BE STATED ON THE PLANS OR SPECIFIC DETAILS. 10. PRIOR TO PLACING CONCRETE, REINFORCING STEEL AND EMBEDDED ITEMS SHALL BE WELL -SECURED IN POSITION. 11. SLEEVES NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL BE LOCATED BY THE TRADES INVOLVED AND SHALL BE REVIEWED BY THE ENGINEER BEFORE THE CONCRETE IS PLACED. CHECK WiTH ALL TRADES TO ENSURE PROPER PLACEMENT OF OPENINGS, SLEEVES, CURBS, CONDUITS, ETC., RELATED TO THE WORK. PIPES, CONDUITS OR DUCTS MAY PASS THROUGH STRUCTURAL CONCRETE IN EMBEDDED SLEEVES BUT SHALL NOT BE EMBEDDED IN STRUCTURAL SLABS, WALLS, CONTINUOUS FOOTINGS, GRADE BEAMS, SPREAD FOOTINGS, ETC. UNLESS SPECIFICALLY APPROVED BY THE ENGINEER. THE SPREAD FOOTING MAY BE LOWERED TO ALLOW THE PASSAGE OF PIPES, CONDUITS OR DUCTS THROUGH NON-STRUCTURAL SLABS. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING ELEVATIONS OF ALL FOUNDATIONS, COORDINATING WORK OF ALL TRADES PRIOR TO ANY PLACEMENT OF CONCRETE AND SHALL NOTIFY THE ENGINEER OF FIELD MODIFICATIONS. 12. SUPERIMPOSED LOADS SHALL NOT BE APPLIED TO ELEVATED STRUCTURAL CONCRETE MEMBERS PRIOR TO 1 DAYS MINIMUM AFTER CONCRETE PLACEMENT AND UNTIL 28 DAY STRENGTH HAS BEEN REACHED, SHORING SHALL REMAIN IN PLACE UNTIL CONCRETE HAS REACHED DESIGN STRENGTH. RESHORING SHALL REMAIN IN PLACE 28 DAYS MINIMUM. AT NO TIME DURING THE RESHORING PROCESS SHALL THE CONCRETE MEMBER BE UNSUPPORTED. 13. PROVIDE 3/4" CHAMFER AT EXPOSED EDGES OF CURBS, WALLS, CONCRETE BEAMS AND COLUMNS AND ALL OTHER VISIBLE EXiER10R CONSTRUCTION JOINTS, U.N.O. 14, NON -SHRINK GROUT: SHALL CONFORM TO ASTM C-1107, MIN re = 6500 P.S.I. AT 28 DAYS, 15. ALL STRUCTURAL CONCRETE IS TO BE REINFORCED. UNLESS SHOWN OTHERWISE, SLABS ARE TO NAVE A MINIMUM REINFORCEMENT PERCENTAGE OF 0.20 CONTINUOUS EACH WAY AND WALLS ARE TO HAVE MINIMUM REINFORCEMENT PERCENTAGES OF 0.25 CONTINUOUS IN THE HORIZONTAL DIRECTION AND 0.15 CONTINUOUS IN THE VERTICAL DIRECTON. 16. CONCRETE F100R AND SLAB ON GRADE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ACI 302, 'GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION°. FLATNESS / LEVELNESS SHALL CONFORM TO THE REQUIREMENTS OF ASTM E1155. FOUNDATION NOTES ].THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING, ETC. NECESSARY TO SUPPORT CUT AND/DR FIII RANKS DIIPINC r8ELVATIQN ANTI rnpuN2 ANn PLACEMENT OF CONCRETE. 2.I1 A GEOTECHNICAL ENGINEER HAS BEEN ENGAGED TO FRONDE GEOTECHNICAL ENGINEERING SERVICES FOR THIS SITE AND SCOPE OF WORK, THE GEOTECHNICAL REPORT IN ITS ENTIRETY SHALL BE INCLUDED AS PART OF THESE CONTRACT DOCUMENTS AND SHAD. SUPERSEDE ANY CONFUCTING DIRECTIVES CONTAINED WITHIN THESE NOTES, SHOULD ANY CONFLICTS BE PRESENT, FOR RECOMMENDED SOIL BEARING PRESSURE, FOUNDATION MATERIAL, FILL, FOUNDATION EXCAVATION AND SITE GRADING, REFER TO THE GEOTECHNICAL REPORT. All FILL AND FOUNDATION EXCAVATION SHALL BE OBSERVED AND APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE. 3.THE DESIGN ALLOWABLE SOIL BEARING PRESSURE IS 1500 PSF. 4.STRUCTURAL EXCAVATION: A.AFTER EXCAVAi10N, THE EXPOSED SOILS SHALL BE INSPECTED AND TESTED, ANY UNSUITABLE DEPOSITS SHALL BE REMOVED AS DIRECTED TO REACH SUITABLE BEARING SOIL. ALL OVER -EXCAVATED AREAS SHALL BE BACK FILLED WITH SELECT STRUCTURAL FILL OR WITH LEAN CONCRETE ALL TO THE ELEVATION OF THE BOTTOM OF FOOTING OR FOUNDATION AS INDICATED ON THE DRAWINGS. B.NO FOUNDATIONS OR STRUCTURES SHALL BE CONSTRUCTED UNTIL THE BASE MATERIALS HAVE BEEN INSPECTED BY THE CARRIER CONSTRUCTION SUPERVISOR. 5.BACKFILL: AFILL AND BACKFILL SHALL BE COMPACTED TO 95% OF MAX. DENSTY IN ACCORDANCE WiTH ASTM TEST METHOD 0-1557. FLOODING NOT PERMITTED. HACK FILL SHALL NOT BE PLACED SOONER THAN THE FOUNDATION OR RETAINING STRUCTURE HAS REACHED THE FULL DESIGN STRENGTH UNLESS OTHERWISE DIRECTED IN WRITING BY THE ENGINEER. C.PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL HAVE BEEN REMOVED AND THE EXCAVATION CLEANED OF ALL TRASH, DEBRIS AND UNSUITABLE MATERIALS. 6.11TENCH EXCAVATION: A.0 IIUTY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE CARRIER CONSTRUCTION SUPERVISOR. PROVIDE SHORING, SHEETING AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS. B.THE TRENCH WIDTH EXTENDS A MINIMUM OF 6 INCHES BEYOND EACH OUTSIDE EDGE OF THE CONDUIT OR OUTERMOST CONDUIT, WHICHEVER IS APPLICABLE. C.WHEN SOFT, YIELDING OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED AT THE REQUIRED TRENCH BOTTOM ELEVATION, OVER -EXCAVATE THE TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE REQUIRED ELEVATION AND BACKFILL WR'H GRANULAR BEDDING MATERI4. 7,TRENCH BACK FILL: APROVIDE GRANUAR BEDDING MATERIAL IN ACCORDANCE WITH THE SPECIFICATIONS, DRAWINGS AND THE UTILITY REQUIREMENTS, UNLESS OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER B.NO1FY THE CARRIER CONSTRUCTION SUPERVISOR 24 HOURS IN ADVANCE OF BACK FILLING. C.CONDUCT UTILITY CHECK TESTS BEFORE BACK FILLING BACK ALL AND COMPACT TRENCH BEFORE ACCEPTANCE TESTING. D.PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH UNCOMPACTED LIPS UNTIL 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO SPACES AROUND THE CONDUITS. E.PROTECT CONDUIT FROM LATERAL MOVEMENT, DAMAGE FROM IMPACT OR UNBAANCED LOADING. F.ABOVE THE CONDOR EMBEDMENT ZONE, PLACE AND COMPACT SATISFACTORY BACKFILL MAIERIA. IN 9-INCH MAXIMUM LOOSE THICKNESS UFTS 10 RESTORE THE REQUIRED FINISHED SURFACE GRADE. 0,0090ACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE EXISTING UNDISTURBED MATERIAL IMMEDNTELY ADJACENT TO THE TRENCH BUT N0 LESS THAN A MINIMUM OF 95% OF MAX. DENSITY IN ACCORDANCE WITH ASTM TEST METHOD D-1557. 8.AGGREGATE ACCESS ROAD: A.CLEAR, GRUB, STRIP AND EXCAVATE FOR THE ACCESS ROAD AND TOWER COMPOUND TO THE LINES AND GRADES INDICATED ON THE DRAWINGS. SCARIFY TO A DEPTH OF 6 INCHES AND PROOF -ROLL All HOLES, RUTS, SOFT PLACES AND OTHER DEFECTS. B.THE AGGREGATE SUB BASE AND BASE SHALL BE IMME018TELY COMPACTED TO 95% OF MAX. DENSNY IN ACCORDANCE WITH ASTM TEST METHOD D-1557. CAPER PREPARATION OF THE SUB GRADE IS COMPLETED, THE GEOTErILE FABRIC SHALL BE INSTALLED TO THE UNITS INDICATED ON THE DRAWINGS BY ROLLING THE FABRIC OUT LONGITUDINALLY ALONG THE ROADWAY OR SITE. THE FABRIC SHALL NOT BE DRAGGED ACROSS THE SUB CRC. PLACE THE ENTIRE ROLL IN A SINGLE OPERATION, ROLLING THE MATERIAL AS SMOOTHLY AS POSSIBLE, OVERLAPS PARALLEL TO THE ROADWAY AND SHE WILL BE PERMITTED AT THE CENTERLINE AND AT LOCATIONS BEYOND THE ROADWAY OR SITE SURFACE WIDTH (I.E. WITHIN THE SHOULDER WIDTH) ONLY, N0 LONGITUDINAL OVERLAPS SHALL BE LOCATED BETWEEN THE CENEERUNE AND THE SHOULDER. PARALLEL OVERLAPS SHALL BE A MINIMUM OF 3 FEET W1DE. iRANSVERSE (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. III. ALL OVERLAPS SHALL BE PINNED WITH STAPLES OR NAILS BETWEEN 1 0 AND 12 INCHES LONG TO ENSURE STABLE POSITIONING DURING THE PLACEMENT OF AGGREGATE. PIN LONGITUDINAL SEAMS AT 25-FOOT CENTERS AND TRANSVERSE SEAMS EVERY 5 FEET ON CENTER. D.THE AGGREGATE SUB BASE, BASE AND SURFACE COURSES SHALL BE CONSTRUCTED IN LAYERS NOT MORE THAN 4 INCHES (COMPACTED) THICKNESS. AGGREGATE TO BE PLACED ON GEOTE41L2 FABRIC SHALL BE END -DUMPED ON THE FABRIC FROM THE FREE END OF THE FABRIC OR OVER PREVIOUSLY PLACED AGGREGATE. AT NO TIME SHALL EQUIPMENT, E1MER DUMPING THE AGGREGATE OR GRADING THE AGGREGATE, BE PERMITTED ON THE ROADWAY OR COMPOUND WITH LE55 THAN B INIALS OF MAILRIAL GUVEH1NU IHL FPHKIC. 9.FINISH GRADING A.PERFORM ALL FINISHED GRADING TO PRIME SMOOTH, EVEN SURFACE AND SUBSURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LINTS OF CONSTRUCTION. GRADING SHALL BE COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES. B,URDZE SATISFACTORY FILL MATERIALS RESULTING FROM THE EXCAVATION WORK IN THE CONSTRUCTION OF FILLS, EMBANKMENTS AND FOR THE REPLACEMENT OF REMOVED UNSUITABLE MATERIALS. C.REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF THIS WORK TO THEIR ORIGINAL CONDITION. CONCRETE REINFORCING STEEL 1,82148ORCING STEEL FOR CONCRETE SHALL BE DEFORMED STEEL CONFORMING TO THE REQUIREMENTS OF AS11,1 A-615, (DEFORMATIONS SHALL BE IN ACCORDANCE WITH ASTM A 305 AS FOLLOWS: GRADE 60: (#4 BARS AND LARGER ) GRADE 40: (13 BARS ) THE ACTUAL YIELD STRENGTH BIASED ON MILL TESTS SHALL NOT EXCEED THE SPECIFIED YiELD STRENGTH BY MORE THAN 18,000 PSI (RETESTS SHALL NOT EXCEED THIS VALUE BY MORE THAN AN ADDRIDNAL 3000PSI) AND 1HE RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO ACTUAL YIELD STRENGTH SHALL NOT BE LESS THAN 1.25. 2.18W'F SHALL CONFORM TO ASTM A 82 AND ASTM A 185. LAP 1 1/2 SPACES (9° MIN) 3.DETAILING, FAHRICATION, AND ERECTION OF REINFORCING BARS SHALL CONFORM TO A.C.I. °MANUAL OF STANDARD PR4CNCE FOR DETAILING REINFORCING CONCRETE STRUCTURES.' 4.MIN. COVER FOR CAST -IN -PLACE CONCRETE SHALL BE AS FOLLOWS: CAST AGAINST EARTH.................................................................... 3° CAST AGAINST FORM BELOW GRADE ............................................ 2' FORMED SLABS ( #11 BAR & SMALLER ) ... 3/4° SLABS ON GRADE ( FROM TOP OF SLAB) ................................. 1 COLUMNS AND BEAMS ( MAN BARS) ......................................... z" WALLS EXPOSED TO WEATHER ( #6 - #18 BARS) ................... 2" ( #5 & SMALLER ) ......................1 1/2° NOT EXPOSED TO WEATHER (#11 & SMALLER ) ....................... 3/4" 5.BARS SHALL BE CLEAN OF RUST, GREASE OR OTHER MATERIAL LIKELY TO IMPAIR BOND. BEND SHALL BE MADE COLD. 6.PRIOR TO PLACING OF CONCRETE, RENFORCING STEEL AND EMBEDDED ITEMS SHALL BE WELL SECURED IN POSITION. 7.WHEN WELDING OF REINFORCING BARS IS REQUIRED, IN ADDITION TO THE REQUIREMENTS OF ASTM A-615, A REPORT OF MATERIAL PROPERTIES SHALL BE PROVIDED BY THE REINFORCING MANUFACTURER TO VERIFY THAT MATERIAL PROPERTIES ARE THOSE NECESSARY FOR CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4, 'STRUCTURAL WELDING CODE - REINFORCING STEEL°. IN LIEU OF SUPPLYING A SUPPLEMENTAL REPORT, BARS CONFORMING TO ASTM A-706 MAY BE USED. E90XX ELECTRODES SHALL BE USED TO WELD REINFORCING BARS. 8,WHEN REQUIRED, CONTINUOUS INSPECTION OF CONCRETE SHALL INCLUDE INSPECTION OF REINFORCING STEEL IN ACCORDANCE WIN THE REQUIREMENTS OF IBC TABLE 1705,3 AS PRESENTED ON VERIFCATON AND INSPECTION NOTES AND TABLES - SEE SPECIAL INSPECTION NOTES. INSPECTION SHALL BE SCHEDULED SO THAT PLACEMENT OF REINFORCING STEEL, CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE CORRECTED PRIOR 10 PLACEMENT OF OVERLYING GRIDS OF REINFORCING STEEL. 9.F0R STANDARD REBAR HOOKS, REFE TO THE STANDARD HOOK DETAIL CONTAINED HEREIN, AND FOR STANDARD REBAF SPLICE REQUIREMENTS, REFER TO THE LATHED HEREIN. CODE COMPLIANCE APPROVED JUN 181010 City of Tucwila BUILDING DIVISION RECEIVED CITY OF 1 I K VILA IdAR 021010 PERMIT CENTER ■ N ...A ,/ *MUD" A AMERICAN TOWER' POWDER RIVER 056812811¢9I SIIVIOES,LLG BUSINESS LICENSE #: 3004 REVISIONS REV 2612 0ESCRIPCFN 4 01/14/s0 RENSONS !NI 07/26/19 RENACNS 2 94/04/18 RENA0N5 12/14/11 RENSCN6 CDR 11/II/17 1062 CON61R4C1106 NE2 19/30/17 1550N FOR RENEW 922 11/19/17 1550E0 FOR RENEW 90% REVIEWED BY: MAW 0212712020 PIA ESPS1MWMIHRJIM4F4MgAQ MI 9441 MIN PRIIEP11' 2 PMER 116E MAW awa, u41RID6x FRETS 81 NO 11NY.NA10! AVf ECM CA NE. OF39tIMNRM0 MOMS 9W1 418 K USED BY MY WI W OM ON Pe PNANCIS OM PO ore Po .CON M DOER SHE INFORMATION VERIZON SITE NAME: ALLENTOWN "A ATC #: 310595 11030 E MARGINAL WAY S SEATTLE, WA 01801 KING COUNTY SHEET 11TLE: GENERAL NOTES SHEET NUMBER: GN-3 1FE INFGNMAl0ON COMANED IN ]Nis SET DOCUMENTS IS PROPRIEIMW 176 WORE M'10SE OR 2SCLOSDRE CTOFR 111A4 TOOT WRXA RUAIF510 VARIER SERVICES IS STRIC14Y PROHIBITED. PARTIAL PRELIM UCR verizonv Vernon Wireless 3245 158th Ave, MS231 Bellevue, WA 98008 Real Estate: Michael Cunningham Ph: 713.2017503 Email' Michael..Cunningham1@VenronWireless.com Construction Engineer: Travis Nichols Ph:425.531.5224 Email' Travis.Nichols@VenronWireless.com Property Contact Seattle Police Athletic Assoc Tower Contact American Tower Corporation Mike Clark - Ph: 415.754.7533 SITE WALK SEA Allentown — Collo 11030 East Marginal Way South Tukwila, WA 98168 ATCColloSite Name: Elmo -SPAR Site #: 310595 Lat: 47.503340° Long: -122.286752° T Power Provider Seattle City Light 36134"AveS Seattle, WA 98134 Ph.:106.386.4100 Service Request Number.1801171 fiber Provider: TBD Existing fiber. Aerial and U/G fiber identified in the area. Assumed provider is CenturyLnk RECEIVER CITY OF lUK's MAC 021010 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED JUN 161010 City of Tukwila BUILDING DIVISION 'CENTERLINE SUIUflUNS Centerline Solutions 3322 South Bay Rd NE Olympia, WA 98506 UCR Consultant: Amber Kerr Ph: 360.159.1519 Email: AKerr@CenterlineSolutions. com SiteAcq.: ATC Kim Brady Ph: 415.391.3447 Email: Kim.Brady@AmericanTowercom At Centerline Solutions Contact: RandySurina Ph: 425. 828.1008 X6013 Email: Rsurina@CenterlineSolutions.com Existing vacant meter bases for the installation of the new VZW SCL 200amp meter. \� I Existing ATC fenced compound. Existing fiber vault assumed to be CenturyLink. Existing utility pole #1357169 with Q/H transformer feeding the existing meter bank and O1H fiber roes. Existing Shelter to be assumed by VZW Existing concrete cut for the assumed CenturyLink fiber installation to the existing AT&T equipment. Assumed abandoned communications route for the previous tenant within the existing shelter that is to be assumed by VZW. Communications to the AT&T Equipment. Assumed existing conduit from the existing meter bank to the abandoned disconnect for the existing shelter, REVIEWED FOR CODE COMPLIANCE APPROVED JUN162010 ty of Tukwila NG DIVISION Existing fiber vault assumed to be Centurylink,RECEIVED CITY OFTUKWILA MAR 021010 PERMIT CENTER NG PROPER1Y LINE (TYP,) EXISTING BUILDING (T ) EXISTING AMERICAN TOWER COMPOUND 5"g"i DISCLAIMER: THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT A CURRENT L ND SURVEY, AND N0 AWE SITE VISIT WAS PERFORMED. ALL PROPERTY LINES, EASEMENTS, SETBACKS, AND DIMENSIONS SHOWN SHALL BE VERIFIED PRIOR TO START OF CONSTRUC➢ON, POWDER RIVER DEVELOPMENT SERNCES, LC. DOES NOT GUARANTEE THE Ac0URg0Y 00 SAID PROPERTY LINES, EASEMENTS, SETBACKS, AND DIMENSIONS SHOWN. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 16 2010 City of Tukwila BUILDING DIVISION MECF CITY OF MAR 02 PERMIT CE IAl' �I%ILA veFIZvni A AMERICANTOWER° ake POWDER RIVER Deuel8pme8t Services, 11C BUSINESS LICENSE #: 0004 REVISIONS oEv DESCRPI8N 01/14/20 RBISMS �H1 07/26/19 R1Y8RAS 0R/w/1B moos wR 12/14/17 REAM CCM 11/11/17 AWN WNSRUC7J8 R 10/30/17 SSUEC RJR RE1AEI9 9014 CCM A 10/19/17 5110 FOR RMEY190S COW REVIEWED BY: MAW 02/2112020 AE$NA°N0MORK AS NM783OS428761, 8E N° 387488 As 188877 N Ro0R 389 COMM S11404 atI M AM8833 N° MI AC 1$2LL4Y AB EOMtAMII, Kg W8842 911CRAPIS81ut V N0PPMF 7717RFNAtl(M AMR FA=Ci9 4MIV Ng 18739W8 N 121E 10114. SITE INFORMATION VERIZON SITE NAME: ALLENTOWN - A ATC 0: 310595 11030 [ MARGINAL WAY 5 SEATTLE, WA 01801 KING COUNTY SHEET TIE: PROPERTY PLAN SHEET NUMBER: C-0 PROPERTY PLAN SCALE 111=50' (114111 177E 11140444110N CONIAWED W IRIS SET OF COA 71UCO0P DOCONINS IS PROPRET1I77 B7 NATURE ANY USE DR DISCLOSURE OTHER THAN II111 WHICN RENIES TO SRC PROHIB0EO. DISCLAIMER: EXISTING BUILDING EXISTING SATELLITE (OTHERS) EXISTING 12'X24' CONCRETE EQUIPMENT PAD (OTHERS) PROPOSED VERIt0 ROUTE IN BONG CONDOR EXISTING FIBER VAULT EXISTING POWER DISCONNECT EXISTING TRANSFORMER EXISTING VERIZON ICE BROGE EXISTING MONOPOLE VERIZON TO U11U2E ; EXISTING SHELTER IN ' PROPOSE 11'X20' GROUND SPACE �4yMTV 00V aA r i ay NAV tier i Via 700AA 0000, gym VAVA, 000 'aaoAA', PROPOSED V%12ON 201011 DIESEL GENERATOR (1 TOTAL) EXISTING UTILITY r/ , H-FRAME V THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY, AND NO AWE SHE VISIT WAS PERFORMED, ALL PROPERTY UNES, EASEMENTS, SETBACKS, AND DIMENSIONS SHOWN SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. POWDER RNER DEVELOPMENT SERVICES, LC, DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES, EASEMENTS, SETBACKS, AND DIMENSIONS SHOWN. EXISTING CHAIN LINK FENCE W/ BARBED WIRE k PRNACY SLATS PROPOSED VERI20N (AVP-12 (1 TOTAQ PROPOSED VERQON 4' X B' GROUND ME TO UDL2E CON, PAO FOR GENERATOR OEM SDC20 204011-M) RECEIVE) CITY OF T Lfl(\ ILA MAR 021010 PERMIT CENTER *riot A AMiRICANTOWER' POWDER RIVER DBrelopP51 S�LVIces,LLC BUSINESS LICENSE #: 3004 REVISIONS FEY DATE °ERUPTION INT 07/26/I9 01/01/IB WW 12/14/17 REYERNS 0 11/11/17 1001 CO N5790 ON 10/D9/17 5S ED FOR RENEW 9 A 10/19/17 SSUED FOR kV 90% 104 REVIEWED BY: MAW 02/27020 SITE INFORMATION VERIZON SITE NAME: ALLENTOWN • A ATC 8: 310595 11030 E MARGINAL WAYS SEATTLE, WA 01801 KING COUNTY SHEET TITLE: SITE PLAN SHEET NUMBER: SITE PLAN NIP, RE"=1' (11111) THE IN'FOPo 470N CORNED IN THIS SET Of 0ANSIAUCTAN MOT IS PFCPRIE1AR1 BY MANE Nfl USE OR DISCl03E92E OTHER ION NNW 010 REUIES ID CANNER OWES IS SINC1IY PFOHIBREO. C-1 DISCLAIMER: EICSTNC ICE RODE TO BE UTILIZED Bf VER ON PROPOSED VERI ON GPS ANTENNA (1 TOTAL /A\ EXISTING COAK PORT PROPOSED DC POWER DISINBUTION CENTER EXISTING SHELTER EXISTING TELCO BOARD PROPOSED LTE WICK u/ (1) RACK MOUNTED OVP-12 PROPOSED DATIERf — ROC PROPOSED TBR RACK EXISTING HVAC UNITS (THP.) — EXISTING LOAD CENTER THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY, MID NO ACE SITE VISIT WAS PERFORMED, ALL PROPERTY LINES, EASEMENTS, SETBACKS, AND DIMENSIONS SHOWN SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. POWDER RIVER DEVELOPMENT SERNCES, LLC. DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES, EASEMENTS, SETBACKS, AND DIMENSIONS SHOWN. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 1 O 2020 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 02 2020 PERMIT CENTER N veriz01f" A AMERICANTOWER' POWDER RIVER QTYeloTmEel S¢Tuices.11C BUSINESS LICENSE N 3004 REVISIONS DATE DESCRPRCN Ir 01/14/20 OOHS 07/26/19 REASONS KS 04/04/19 REISIONS NAN 12/14/17 1E4104 11/11/IF INN CONSTRUCTION CED 1R/w/n MEI FOR REVIEW 93 CON 10/19/17 ISSUED FOR RENEW 93 CCM REVIEWED BY: MAW 0212712020 NE PM NO PERARK M pAANABPSO BCDPI NO 9W1 SAP RN MATEY Cf POWS RAO MEOW SPRAMP ILL M[DEP P.O POk415 RR MCP TOP AO NNE WC DOOM OP Of, PEE PROPS MO SPiONENOPS 90IL V 1C t9FU*** D PP R1 MO CA OM R MECO Or POOR WM DOW CP DE MOP SITE INFORMATION VERIZON SITE NAME: ALLENTOWN • A ATC #: 310595 11030 E MARGINAL WAY S SEATTLE, WA 01001 KING COUNTY SHEET TITLE: SHELTER PLAN SHEET NUMBER; C-1.1 SHELTER PLAN SCALE: 3I8" 1'-0' I11Y171 THE WFORNNIION CONTRNED iN THIS SET OF CONSTRUCTION E0CUFEMS IS PREPRIETN?Y BY NNTLRE FATE USE OR DISCLOSURE OTHER THAN 4W WHIN RATES TO DARER SERVICES 5 51RCRY PROHIBITER. 3/4' CHAMFER AT EXPOSED EDGES AIL EQUIPMENT AND COMPONENTS SHALL BE ANCHORED IN ACCOROANCE WOH All CURRENT BUILDING CODE REQUIREMENTS, AS APPUCARLE, ANCHOR DESIGN AND SPECIFICATION IS NOT INCLUDED AS PART OF THIS SCOPE, BUT SHALL BE PROVIDED PRIOR TO CONSTRICTION, FOR All EQUIPMENT, MECHANICAL AND ELECTROA COMPONENTS THAT ARE SUPPORTED BY THIS SLAB FOUNDATION. B° INK. CONC. SLAB W/ 15 H0RI2. BARS 0 12" 0,C., EN. AT MID -DEPTH OF SLAB BUILDING DEPARTMENT - APPROVED SUBGRADE (SEE FOUNDATION NOTES) CONCRETE PAD DETAIL SCALE N.T.S. REVIEWED FOR CODE COMPLIANCE APPROVED JUN1s2020 City of Tukwila BUILDING DIVISION RECEIVED CITY OF'iUKWILA MAR 021020 PERMIT CENTER veriZui' A AMERICANTOWERW POWDER RIVER Oevelopmesl S8TvlCes, LCC BUSINESS LICENSE #: J004 RENSIONS RN 081E DE50RIP00N RR 01/14/20 REASONS 07/I6/19 RENSON5 RS I 04/01/18 REMSYN'S MAW 12/14/17 REN90R5 CCM I1/II/17 1005 CCNSIAUC110N JED R 10/S0/17 ISSUED ECM REM 91 CCU 10/I9/17 ISSUED FON RENEW 90% CCM RENEWED BY: MAW 02121/2020 IIE4 FINS NO ROFIGIG6, AN WARM OF MR .M09WL NM/IRE FIEPEMI1' OF OW DEEM 0419, LC ME It MIMCS 00 VW WOOF WOE A4 FNO1f0 OR Kt ME WM NA s IAMI&im MIBEVEMEMICROFITYMMODIROACTS ow Re 1101 Mt (ON OM SITE INFORMATION VERIZON SITE NAME: ALLENTOWN • A ATC Ni 310595 11030 E MARGINAL WAY SEATTLE, WA 01801 KING COUNTY SHEET TOLE: CONSTRUCTION DETAILS SHEET NUMBER: NOT USED 2 THE INFO CONTAPWD IN THIS SET OF CON ON OOCUMENR IS PROPRIETARY 6Y NMRE OR USE OR DISCLOSURE OTHER NM 1111T IRO RELATES 60 CARRIER SFAr1ES IS S0RIC1LY PROHI0F0. C-1,2 T.O. EXISTING ANTENNAS EL 121'-0• (AGL) 9 CE OF EXISTING OTHER CARRIER ANTENNAS EL 124'-6° (AGL) k, T.O. DOSING MONOPOLE EL 122'-0° (AGL) EXMIING OLD GARB ANTENNAS TO BE REMOVED (3 PER SECTOR, 9 T0T14.) EXISTING ANTENNA PLATFORM TO REMAIN OF EXISTING ANTENNAS (OTHERS) EL 81'-6• (AGL) IDOSRNG OLD WRIER I-5/6' CM CARIES TO BE REMCW D (9 TOTAL) EXISPNG MONOPOLE GRADE ED1S1MG BEACON TO BE RASED (1 TOT0.) T.O. EXISTING BEACON EL. 126'-0• (AGL) EL 0-0' (AGL) ENIS6NG BEACON RAISED (1 TOTAL) T.O. PROPOSED VERB Atoms V EL 126'-0' (AOL) OF PROPOSED GI20N NAENNIS EL 12Y-0' VOL) n TO, EXISTING MONOPOLE V EL 122'-0' (AGL) VERI20N TO UTILIZE EXISTING ANTENNA PLATFORM PROPOSED WERIION RRU (3 PER SECTOR, 9 TOTAL) CE OF EXISTING ANTENNAS (OTHERS) EL. 81'-6' (AGL) PROPOSED VT3620N RYE CABLE (1 TOTAL) ROUTED PER ANEAMA 1 TONER SR1C1URA ANALYSIs GRADE EL. 0'-0' (AGL) EXISTING MONOPOLE POKER OVER DEVELOPMENT SERVICES, LLC HAS NOT PERFORMED STRUCTURAL ANALYSES FOR THE NEW EQUIPMENT MOUNTS, NOR THE BIIDDhRDNO STR ETIRE AND, mmnRt NO y AND, rwumw my RESPONSIBILITY FOR RS ABIUIY TO SUPPORT THE PROPOSED MODIFICATIONS. POOR TO CONSTRUCTION, STRUCTURAL ANALYSIS (BY OTHERS) SHALT BE PERFORMED FOR All TOWERS, ROOFTOPS, FlAGPOLE.S, LIGHT POLES MD ASSOCIATED EQUIPMENT MOUNTS. T.0. EAISTING BEACON EL 121'-0• (AGL) OF PROPOSED VER¢oN ROENNAS EL 125-6' VOL) PROPOSED VERSION ANTENNAS (3 PEN SECTOR, 9 TOTAL) —PROPOSED VEPo20N OW-12 (1 TOTAL) REVIEWED FOR CODE COMPLIANCE APPROVED JUN 16 P010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0210M0 PERMIT CENTER venizvnii A AMERICANTOWER° POWDER RIVER oerel9emeof Se1Yiles,lLC BUSINESS LICENSE #: 3004 REVISIONS REY DATE EPErn IN1 01/11/20 REVISIONS 07/26/19 R0SONS 0A/0N/IB RENSIA45 YAW 12/14/17 REVISIONS I1/11/17 100E CORSTRI1104 JE0 10/30/17 15S'JED FOR RENEW 90E CCM A 10/19/17 IS9JED FOR RENEW 90E CCM REVIEWED BY: MAW 0212112020 1NS9 MAYS M0SMCIONS,ASWAR,Wp1S Of 9R,..ME .� 9Nll PoMW 1M9 Mr Q' PY8 Pe 1SIWIEMI 7541A MC YR9pl9° MEMMS FlA2 MWI➢WY I%YIU An F7ftIIIm W W. 175 CfMMOAA SWUM 9MR CCM 97WPM W 01911W 0110 RAMS W°NMt SAE INFORMATION VERIZON SITE NAME: ALLENTOWN • A ATC #: 310595 11030 E MARGINAL WAY S SEATTLE, WA 01801 KING COUNTY SHEET TITLE: ELEVATIONS SHEET NUMBER: C-2 TOWER ELEVATION (EXISTING) SCALE: III6"=1'-0' 01N111 2 TOWER ELEVATION (PROPOSED) SCALE: 1116'414" p1A111 THE INFORMA➢CN CORDED IN THIS SET OF CONSTRUCTION DOCUNEN7S IS PRORIEETA91 BY HAIUREE AR 6SE OR 0SCUK3RE OIXER 1X4411NT WHICH RELATES TO WO MACES IS SIPoCIIY PRCHIBRED. a a b a I a 4 b a u a " a a b u ryry Q QAP 1 lihtt.1j N 1 9ltiitM9A1 11lINNN1i 11 ltliiTtM, 1111111 tl�}�lai1A,s IIIIIIIIIIIIIP I¢ �17 A `' POWDER RMER DEVELOPMENT SE0 CES, ELC HAS NOT PERFORMED STRUCTURAL ANALYSES FOR THE NEW EQUIPMENT MOUNTS, NOR THE SCrrVrniNG STRUCTURE, AND ASSUME) NO RESPONSIBINY FOR DS ABILITY TO SUPPORT THE PROPOSED MODIPCAR0PS. PRIOR TO CONSTRUCTION, STRUCTURAL ANALYSIS (RI' 01HFRS) SHALL BE PERFORMED FOR All TOWERS, ROOFTOPS, FLAGPT15, TIGHT POLES AND ASSOCIATED EQUIPMENT MOUNTS. itlltltlt1t1111tItItltlt111PlN0 411 Aa fi !ie.tKi%@' Rji �;i•", err eru�/Nrr j/��/i 1 � Fix/ '' CD m I hli111.1hltltttl;,tN'"t� A' :: r'} ��,.}�}�'2:.•`. �t r9 �11 ,/I v w PROPOSED WREN OVP-12 ,/ : � (1 TOTAL) EXISTING MONOPOLE < m I PROPOSED VENOM PRO (J PER SECTOR, 91OTAL) PROPOSED VTAQON ANTENNAS h1NANII t .,' I I, WNN .Vier,., , vvg1N ;va • ••,,• , gVA�VANV\01NVA, \,,, Ap ,�M,+ G b ��\eta COSTING ANIEl9{A PATFORM TO XIpIN r1 r r,r a err eq a ��; G R r{ P P fd ULNA PFI G ti O)111�ti( PD o 414P I,1 DENG DID CARRIER ANTENNAS l°Ilj TO BE REMOVED tlltjNjN (3 PER SECOR 91OTAL) 1/s4,tZ'�oF9, � 1 F MY Nilitt 1 114, ;TT A l 14N�1 N hit' ' 4 0. EXISTING MONOPOLE N g / I,G# / 10, EXISTING PLATFORM TO BE ROTATED TO ALLENATE SPEW, (3 PER SECTOR, 9 TOTAL) ANTENNA PLAN (EXISTING) SCALE: N.T.S 1 ANTENNA PLAN (PROPOSED) SCALE, N.T.S. FINA ANTENNA, EQUIPMENT & COAX CONFIGURATION SECTOR POSITION QTY ANTENNA MANUFACTURER ANTENNA MODEL COR AZI COAX HYBRID RRH (QTY) MODEL JUNCTION BOX (OVP) (QiY) MODEL DIPLEXER (TOWER) (QTY) MODEL TMA (TOWER) (00/)_ MODEL STATUS NOTES 1 i ERICSSON 2208 1255' 40' 5G 2 1 JMA WIRELESS MX06FROB40-02 40' (1) ERICSSON 8843 B2 & B66A LTE 700/850/PCS 3 1 JMA WIRELESS MX06FR0840-02 122' 40' (1) ERICSSON 4449 B5&B13 LTE 100/850/AWS1/AW53 4 1 1 ERICSSON 2208 125.5' 190' 2 1 JMA WIRELESS MX06FR0840-02 190' 1ZE14 (1) B2IC&SOBCA 43 (1) RAYS CI DE CCi�PLIA LTE 700/850/PCS BETA 3 1 JMA WIRELESS MX06FR0840-02 122' 190' HYBRID (150) (1) ERICSSON 4449 B5 & B13 RVZDCOVP-12PF—ALB APPROVED LTE 700/850/AWS1/AWS3 4 1 1 ERICSSON 2208 125.5 310• JUN 161010 5G 2 1 JMA VBRELESS MX06FR0840-02 310' (1) ERICSSON 8843 B2 & B66A LiE 700/850/PCS GAMl 3 1 JMA WIRELESS MX06FR0840-02 122' 310 (1) ERICSSON 4449 B5 ity Of Tukwila LTE 700/850/MQ ' FD 4 & B13 : LD)NG DIVISI I CITY OF T1{I(WILA INSTALIAIWN NOTES: NAP 6� !Q3 EY , CONTRACTOR TO VERIFY ALL EQUIPMENT MODELS, LOCATIONS AND CONFIGURATIONS WITH CURRENT VERI20N AIR. 2. CONTRACTOR TO FIELD VERIFY ALL CABLE LENGTHS PRIOR TO ORDERING MATERW.S, 3. CONTRACTOR TO INSTALL ANTENNAS MORNING MINIMUM REQUIRED SEPARATION DISTANCES FROM EXISTING APPURTENANCES AND TO AVOID INTERFERENCE WIN INTENDED PATH, PERMIT CENTER 4. CONTRACTOR TO FIELD VERIFY AZIMUTH, CENTERLINE HEIGHT AND MECHANICAL DOWNTILT, IF INCONSISTENCIES BETWEEN DRAWINGS AND ACTUAL CONDTRONS ARISE, ENGINEER SHALL BE NOTIFIED. / ANTENNA SCHEDULE (PROPOSED) 2 DR DISCLOSURE OW NM NA T KIR REu1E510 0904159 SERNCFS IS STRICTLY fyNOP'B7EO. verizony A AMERICANTOWER' POWDER RIVER Oeuelopmell t€TVictE,LLC BUSINESS LICENSE 41 3004 REVISIONS DATE DESCRIPTION TNT 01/14/20 REAM 2N1 01/26/19 Nmslaa 2 3N/04/19 PENSIONS 12/14/12 RENSION6 11/11/17 1001 CON5MUCEAN JED 1o/30/17 0SUEO FOR RENEW 90% A 10/19/17 6SJp PoR RUN 90% CCU REVIEWED BY: MAW 02121/2020 i9H PUNS 909MMalENR b 144.4905 Cf 9F99, 21 NN944LL44204 RPM NKNSR ALA 233 POT 9,PC WOK RAM* NOW 6SNM SH CCM tN NA. MWYIMS44 SP4212000911 V Y IMO N NM 2,4001I9 PAN DIM PROYSIS PM PNR $43 CM VINE PM SITE INFORMATION VERMIN SITE NAME: ALLENTOWN • A ATC 0:310595 11030 E MARGINAL WAY S SEATTLE, WA 01801 TONG COUNTY ShEET TITLE ANTENNA PLAN SHEET NUMBER: C-3 177E 9FCRIUTCH CONRAN ET Internal antenna SECTOR 1 850 ETE 700 MN7 850 ETE 700 MHZ AV4SIi'V4S1 33-POt9TCpaNe U. 113e N41HS+IN619L RaLIRNlaX Internal antenna 239&x _JL ALLENTOWN- IT DIAGRAM SECTOR 2 15017E 700 MHZ PCS LTE 300. 9TCptM ue 12 Hie HS• H3 AI MI b 85017E 700 MHZ AIVSITAWS3 334319TCp01e 34 b I0H Internal antenna SECTOR 3 8SO LTE 700 MHZ PCS LTE 33-10. 91cUIe 134 N4 NS R0 kl PET Control Path Note: All Smart BiasT's ISBT)/Internal BiasT's, or External AISG RET Controllers are driven by the BOLD coax/jumpe pathways. Example: Antenna port '1' driven by RRH port 'A' 3140. SITCOM II S H8 WPo NN 11 1 14131 1 1419111 llv 0012 213141 s 1 81 71119110111117 85017E 700 MHZ 31411931COle ue 1 b tor O E� f G I{ PI 9 ITBfiGLd RECEIVED CITY OF TKQ\ti'IIA SEPARATE NM 02 �p APPROVAL MT CENTER REQUIRED RF CONFIGURATION (PROVIDED BY VERIZON) verizonv A AMERICANTOWER' POWDER RIVER Deuelopme8t Services, LLC BUSINESS LICENSE #: 3004 REVISIONS REV 0.11E DESCRIPTION N1 01/14/20 PENSIONS JH1 07/26/19 PENSIONS KS 04/04/18 PEN90NS u4W 12/14/11 PENSIONS CCM 11/11/17 Io0x coxs1PUCNO4 JED 10/70/17 ISSUED FOR REVIEW 90% CCM A 0/19/17 ISSUED FOR RENEW 90% CCM REVIEWED BY: MAW Bz.v;2020 Ai[ RAYS MD STRUM AS MASCI 339110 M0 SC GRIN WPM a Pomp 90M UAW Oat OD KM 0C PORTS MA MP Me YIa NE ODMIa a Kt. MONK] MD 9611GIR99WL OBE UM BM PP M1 Di pllN'a OM MOMS 3311011 NOR M99 01101 a Ax OMR SITE INFORMATION VERIZON SITE NAME: ALLENTOWN • A ATC 0:310595 11030 E MARGINAL WAY S SEATTLE, WA 01801 KING COUNTY SHEET TOLE: RF INFORMATION SHEET NUMBER: C-3.1 THE INFORMATION CONTAINED IN THIS SET Of CONSNRIVON 000UMEN10 IS PROPRIETARY 01 NATURE ANY USE OR DISCLOSURE OTHER 1101I NW WHICH RELATES TO CARRIER SERACES IS STRICT( PROHI9m0. 24x LC unrbool mASTERL INE Classic Hybrid n160s1 7 12724 Low Inductance Hy rid Cable HIGH product properties RRH side (Side A) % 0 031to052meter 1145to2047ncnl Filer optic breakout BBU side (Side B) 0 664 meter 12614 mctb Alarm pairs, power parrs, common drain vee 41E deter lid 3 at) Alan oars, pop*, 0.! to 0 7 met! 121.M, to 27.59 in canm on oriel on fiber ectc buaYat I 1 t • • • • • • :I 24x LC uroboot MOW Ir/1MMpilaw c.tl MeV SIN NO JIOrM W N mo ON ix ding 1MIIN 1wMM Ink Mimi 0.11,9 1unkm EC6WI442 El IwM 0WA MDmw SIDMN 910M rrr 01.Wine YMWI IIDOI ECM7911d© MIN 2001N ULM 0111111011111411 CmNp115 AVM NON I pK� 1111 Soli I/Fi]Ip C.W1jilI1Nr Mr OrrI sell% el rmewl lital.WMrrulm DIM NOW 3ONO 1.Ig1in 1.11 raw Burn+ WCI1fIrr1CliDC )II .1r�rlrlogl mr VW. Uhl cum M.Ir1 &Nowa? bin OM D11Nita inclr 160t I A0100N (1170l Pm) cgp1A1M6 2.10 11/Mp.A1011 0000001Ynu.a11Mm96OUMNa1 W001b NC Mr. MM101100 nlgnnp1N Sat p.10.1.00 1(01•10M'i415-011mm1 009,0117'00-120M1 71,1113E3110 3110m 1n4111n 3901. 17'Ct'E;C 19100051911 1r.gIY(W1gYI.11 10*1.1 INplYrliiil 11101 1.11/.Il■11111. 111WAAIL LI0AE1N DECEIVED CITY OF IUK LA RPM �,°°"11MfCg112RLVIP'r,�f`, ENTER SEpARAte H� "�ItgND HUBER SUHH ov Excellence In Conneclivi S q� N �JIRED A AMERICAN TOWER' POWDER RIVER 0lrBlOpmeot SBrVICOS, LLC BUSINESS LICENSE 1: 0004 REVISIONS REV 041E DESCRIPTION INT 01/14/20 REh510N5 07/26/19 REASONS NS 04/04/18 RENS0N0 141 12/14/17 PENSIONS CCM 11/11/17 100D CONSIPUCODN JED 10/30/17 ISSUED FOR RENEW 901 CCM 10/19/17 ISSUED FOR RENEW 90% CCM REVIEWED BY: MAW 0212712020 O0i FINS NO STRAW AS 1613011006 OF Mt ME AI 910IS1p11110 7AU69r a roldl Re 1YOL1.1 S 000000MEf101 IN PUMhNil� N N40¢0 01 NO. MEMaNN 064 In KM 0 Nr *40010000 O0 Minn NXOd p0Op.N1 OM OF 01E O6RL2 SITE INFORMATION VERIZON SITE NAME: ALLENTOWN • A ATC #:310595 11030 E MARGINAL WAY S SEATTLE, WA 01801 KING COUNTY CABLE SPECIFICATIONS SHEET TITLE: CABLE SPECIFICATIONS SHEET NUMBER: SHEET NUMBER: HYBRID CABLE INFORMATION 101E INFORM4110N CONTAINED IN THIS SET OF CONSTRUCTION 000UMEN1S IS PR0RE7PNY BY NATURE PAT USE OR DISCLOSURE OTHER MAN 1M41 WHICH REUIES 10 CARRIER SERVICES IS STRICTLY DRON1&IEO. C-3.2 (o MWaW 131 1420C•4S204m 1— 190) —\ ¶� r W o . 111. 4 4 4 1' 1 , 1 1 Ali 1 114 . v4 Ku, [mil aAuul N�crw — LC`' - V�I i .l' 1' I II— Ii91 II1N SINII YR r 10317J (--' - lMRt7V ° ° ° MANUFACTURER: JIM WIRELESS MODEL: MX06FRO840-02 �—I°0. a3, ti N °ti �i: � WEIGHT: 75.0 LB DIMENSIONS: HAD: 95.9' z 19.8' x 10.7' FREQUENCY: 698 - 798 MHz 824 894 MHz MANUFACTURER: RAYCAP MODEL RVEDC-6627-PF-48 WEIGHT: 43.0 IBS DIMENSIONS: HxW°O: 35.0' z 21,0' z IBA' RRU 01Y: 12 MANUFACTURER: RAYCA° MODEL• RV2DC-4520-RM-48 (RAC% MOUNTED ROCHT: 22,10 LBS DIMENSIONS: HxWxD: 5^18' z 18,32' x 19.32' RRU QTY. 12 . I ' = - 1695 - 2180 MHz CONNECTIONS: (6) 4.3-10 MALE OVP INFORMATION SCALE N.T.S. 5 ANTENNA INFORMATION SCALE N.rs. 3 OVP INFORMATION SCALE N.T.S. 1 ID3 Uri of rreasuremem: rim d10 1 IQP 4/1i 1,�r. ` 11�� r /,�1 A BR4CJ I * N� O ���' I, ,A. 0'^�IW W'6. DISTRIBU110N OW BOX DISTRIBUTION OVPBOX MOUNTING BRACKET �•� ��II' '''' • 0/ WW1 '/ \ /\ 1/ pp��{! 61EGF.IVED /1 BOTTOM RFS APM40-2 ANTENNA MOUNTING BRACKET (OR E0UN.), (TYP.) PROPOSED ANTENNA 1') il,In7i117�o6UVI:uY �, BRACKET , ''' `✓ REVIER CODE COMPLIANCE APPROVED JUN 161110 City of Tukwila BUILDING DIVISION ��`��1P ,li��i I .1 t MAR D21010 /� py � (SITE PRO BBPM-K1) MANUFACTURER: E ICSSON MODEL 2208 WEIGHT: 10^1 LB5 DIMENSIONS: HXWz0,1,9' z 1,9' z 4' FREQUENCY: 2575 - 2635 MHz (UL) ANTENNA INFORMATION SCALE: N.I.S. 6 ANTENNA ATTACHMENT SCALE: N.T.S. 4 OVP ATTACHMENT DETAIL SCALE N.T.S. 2 ' Vel'ROrIJ A AMERICAN TOWER° POWDER RIVER 09veIapmeOt SETYI08a, «C BUSINESS LICENSE 1: 3004 REVISIONS REV OFSCRRON 41 01/14/20 REVISIONS R. 07/28/19 RLNSI0NS AS 04/O4/18 REVISIONS WW 12/14/17 8E1'ISIONS aW 11/11/17 IWW ca8s1RurnaN 102 8 10/30/17 ISSUED FOR RENEW 900 708 A 10/19/17 02002 FOR RENEW 90% REVIEWS BY: MAW 022712020 lOt F3A6 MO SWAM 188NIRAaI1 OF VA kit MWSOIL WW ME448110w7pgW MfR 9080W00 SWWS,!It WIFRM 01E PROM fit WWR 187 Na WAR a EWN00 V N0. DU 8118 S 48101k1AYW Ski NC MR MY 0Mww P8R0101113 RUM *11343 MR1IFORN ar6004114E EfMI4A. SITE INFORMATION VERIZON SITE NAME: ALLENTOWN • A ATC #: 310595 11030 E MARGINAL WAY S SEATTLE, WA 01801 KING COUNTY SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: C-4 114E RRFORNA➢ ABED SET NO USE 0R 0 YP TIY4t {{{ 9 11 t If1 P I t II fi (! i II ill I Ilka f I. MANUFACTURER: ERICSSON MODEL: 8843 B2 & 966A WEGHT: 85 LBS DIMENSIONS: HAW: 28' x 15' A 10' FREQUENCY: BAND 2: 1650 — 910 MHz (UL) 1930 — 990 MHz (DL) B.WD 66l 1710 — 760 MHz (UL) 2110 — 180 MHz (DL) MANUFACTURER: ERICSSON MODEL 4449 B13 N 85 WEIGHT: 85 LBS DIMENSIONS: Hx*90: 28' x 15' A 10' FREQUENCY: BAND 13: 777 — 787 MHz (UL) 746 - 756 MHz (OL) BAND 5: 824 - 849 MHz (UL) 869 - 894 MHz (71) NOT USED 5 RRH INFORMATION SCALE RTE. 3 6CA1E N.T.S. t REVIEWED FOR CODE COMPLIANCE APPROVED JUk 161010 City of TukWlla1 INGDIVISION v �i 11 1 ��� 1 .I 14 �� ANTENNA MOUNTING BRACKET, SUPPUED W/ ANTENNA (TYP) PROPOSED ANiENN4 PROPOSED RADIO W/ MEG, AA MOUNTTINGANG I. 1r'tT.lV�',Ei Ci51f OF TUKWILA MR 02 20M PROP0T MOUNTNG PPE 0R TOWER LEG NOT USED 6 NOT USED 4 RADIO MOUNTING DETAIL SCALE. N.T.S. 2 Inc 3FuRM1TaN C 41419W IN in6 9E127 WNSIRUmON C4CUME415 S H391741TA9Y Mf kMRE INf USE CW OISLY09JRE OTHER 11NN 7141T YINICN PEUIES i0 GRmEA SERdCES S 51RIC1LY PROHIBOEO. EAri�onv A AMERICANTOWER' POWDER RIVER OaYElopmoof 9e1412Bs,liC BUSINESS LICENSE 1: 3004 REVISIONS 041E CESCRIP123 141 4 01/14/20 REVISIONS BHF 07/26/19 RENSONS 2 REVISIONS Now 12/14/17 RMSIONS 11 /1/17 IOU COSIRUCDON 4m 2/32/17 ISSUED FOR RENEW 900 CCM 10/19/17 5SUE0 FOR RENEW 90S CCM REVIEWED BY: MAW GLEINWALKER STATEOFWASHINO'ION 0212712020 YRk RA NW PUMA W MOM Of 4RWS,.'A NW 9111E ROM DW PROW Of WS RIW0.5UAPWNf 5 11 Mx9x9TMBP2E01S OMMNiiNI Nx WE IK9ENEllOR Mt la WeNWm@71Rb5Atat Rx NM BY NR RR9M 93 33m 9N 4RW7 R9333 NWYU7 PIMri MTh COMM Ma SITE INFORMATION VERI2ON SITE NAME: ALLENTOWN . A ATC 8: 310595 11030 E MARGINAL WAY S SEATTLE, WA 01801 KING COUNTY SHEET T1LE: EQUIPMENT DETAILS SHEET NUMBER: C-5 SOC20 22 120I • AC INDUSTRIAL DIESEL GENERATOR SET 1PAkmti8Suumsr2mpm5Y NINWPmmlRtlp Codes and Standards Gnrn pltll m lupnd loYI NlOMle I W INC U1220,UL508,UL142UL489 pJ NFPA31, 70,99, 110 ® NECWM, NI, 702, 708 SO 7637,8528,9001 REAM NE84AIC510, MG1, 250,1CS5,A81 r_ DIME SIGNS MO NIGHTS' ANSIC62AI GENERAC IYId601N991pop INW97NIAL Powering Ahead twolaNanypoop Fa mm SO pm, EMme lu raided immL9 du p1 ml ap*:romSLN06 CarsNIIII I2m1Md 91220 malmailpmugd Ism* opals. 0000 AEmuan,exia'RS 6M am Inks, Camel spin Cwmalu rsseta Cars?NIHN!!Wig* ,=.r,,unfplans ulaiganI Morn2 rimed Mamerect! tea mre1;0MINA NE'Om* ergie pnaonop an WeImm memnesAA Wm guff Wpm Ito* MN6bspkdSA6uNdnAtm wen Cars t 006110 s muem wagon' skt Iuppm to6w Ail* pmmm mcum lntl Z S6uld on9amol fultaum RIM UN Rum 4e UI4W d+ eo FLAN @ P48W 11N,19M 461>se91 1N9191S101 YsWCM NI 240OIINe MmmroM0wl Salm 6Sm1 'AI m knormn pnaYrdlmslYNlmp"Nmot d N. EDGE D4TANCE 1YP, Em5114 8' 19 NIN, NIS) CONCRETE PC AS sm COORNENR SASE PEA NFR. n/ 11/16'1 NW HOLE CVLF) RP. 5/811 881D 'NAS-E' NIECE!) *CNN ROD IN HILT] 'HT-Hf 200' CHESS/ SVEN PER ICC 6R-3161, 4/ 5' MIN. MOW N91E: SPECIAL INSPECTION NOT REQUIRED FOR GENERATOR ANC ORAGE GENERATOR ANCHORAGE DETAIL SCALE: NIS, EXISTING 8" THICK MIN. (V.I.F.) CONCRETE PAD 11/16"0 FACTORY ANCHOR HOLE PER GENERATOR MFR., (V.I.F.), TYP, 6 PLACES 6" MIN. 2'-11" MIN SPC20 GENERATOR, MODEL 'G007090-0', BY GENERAC. INSTALL PER MR, INSTRUCTIONS 6" MIN, P.B. REVIEWED FOR ODE COMPLIANCE APPROVED JUG 16 2020 City of Tukwila UILDING DIVISION RECEIVED RI/OF IOLA MAR 02 2020 Eff CENTS GENERATOR SPECIFICATIONS 3 GENERATOR ANCHORAGE PLAN SCALE: N.T.S, 2 A AMERICAN TOWER' POWDER RIVER Deuelopmeet S8ruises,LLC BUSINESS LICENSE #: 3004 REVISIONS DATE CESCPFfIC4,' TNT 4 01/14/20 RE1mI0N5 Ltt 07/26/19 DEMONS 2 04/04/18 RESINS 9Nu 12/14/17 MODS COD 0 11/11/17 1001 COKSTRUL40N JED 8 10/30/11 SSAEO FOR REME4 905 CSM A 10/19/17 ISSUED FOR REMEW 93 CCM REVIEWED BY: MAW FOR REFERENCE ONLY Mg PLO 4m MOM/6 0611110116m6166ALE MD SWL MI DE AVM Of POW N I MEDI(4f 9116£9, LL%KM If MEW6 t671m51DEY A8 WOE AF MUM m Nm. ME MMIW9 N6 516226616 SWl Nm eeN�m.NTP05mm N2D1 ON mIXF6Wd6 mml2 PR MNTB MN OF 1N29m9W. SIZE INFORMATION VERIZON SITE NAME: ALLENTOWN • A ATC 0:310595 11030 E MARGINAL WAY S SEATTLE, WA 01801 KING COUNTY SHEET TELE: EQUIPMENT DETAILS SHEET NUMBER: C-6 THE INF0Rw110N CON7ANED IN 19S SET OF CONSIFUCRCN DOCUNENIS IS PR074167 N' BY NRNRE. AN LSE OR 2ISCLOG 85 OTHER NH 11LI1260CH VMS TO CO ER SF,Pr10ES IS STRAY PROIII8190. NOTE: THE GROUNDING PUN PROVIDED HEREIN IS SCHEMATIC BY NATURE. REFER TO GROUNDING NOTES ON Sum GN-2 FOR AY,ODIOue( INFORATON AHD REDUIRENENTS. 4 i1(i it EXISTING MONOPOLE 41II 11N1j1tI lIN �-1 / \ 1 EXISTING COLLECTOR I111I114111411141t, 111a1�1�111,1+1���1�'`/ / \ \ PROPOSED GIZON 20NW�+�'i'+'��% GROUND BAR 11:; 1111'11111111111/ II+ ��"""" / PROPOSED 2 1111111111111;11�' S/\I IIIIIII'1'lllil'N5ei1.1'I1 FROMIIENN4PIPETOSECTOR GROUNDBP) / \ DIESEL GENATOR (I TOTAa � 1+;''� , �la+ PROPOSED 16 AWG GROUND PROPOSED GROUND / . a ROD (TNP.) / ° \\ \ / FROM RRU TO BAR (SEECTOR ° ° � PROPOSED AERIION 4' X B' GROUND SPACE TO UDUiE CONCRETE PAD FOR GENERATOR ` ., � �s••.••; 1 r :� r s PROPOSED 12 AWG C (CENERAC SOC20 2004-AC) ~ v: ••••••••� + .... GROUND FROM GENERATOR TO GROUND RNG \ \ \ \ 4.,. : • • • • • ••• ar, • • • • • • ' ., "� EXISTING SECTOR ••• •. :..1� GROUND BAR %�t; i:':��'� \ \ n _ PROPOSED TEST PROPOSED MAIION OVP-12 (rfP , "� "i/��i�i✓'�,1/;�`r, '"`, (1 TOTAL) PROPOSED 16 AWG GROUND FROM EAP-12 TO SECTOR \ ' ( 0t'' GROUND BAR PROPOSED GROUND e ' ° / r PROPOSED AtR120N RRU RING �\ i ‘1..(J / PER SECTOR 9 TOTAL) PROPOSED VERIZON ANTENNAS \ // (3 PER SECTOR, 9 TOTAL) \ / RECEIVED REVIEWED ral; CODE COMPLIANCE MAR 021E110 LEGEND: LLG l APPROVED PFlifilIN ' CE6VN ER — PROPOSED GROUND WIRE — PROPOSED GROUND WIPE ill 16 2020 A CADWELD CONNECRON (EXOTHERMIC WELD) A CADWELD CONNECTION (IXOTHERMIC WELD) 1 MECHANICAL CONNECTON ® GROUND ROD `�WEL� , 4 1 MECHANICAL CONNECTION ® GROUND ROD ��rEST TEST WELL City of Tukwila BUILDING DIVISION �� ii NOT USED SCALE: WAIV L111171 2 ANTENNA GROUNDING PLAN (TYPICAL) SCALE N.T.S. 1 THE INF0R*A➢OH 004744ED IN 1MS SET OF CONSIRUCDON U ENIS E PROPRIETARY PI NATURE ANY USE OR DSCNSUP0 OTHER 114N THAT WHICH RATES TO CARROT SEANCES D RORY PROMOTED. I verIn0n A AMERICANTOWER' POWDER RIVER 0evelopmeol Serui:es,110 BUSINESS LICENSE 1: 3004 REVISIONS REV 011E D4CRPRON INT 4 01/14/20 REN INS NE 07/26/19 REVISIONS 04/04/1B WON% YAW 12/14/17 RMSONS 11/11/17 1004 CONSTRUCTION xD B 10/!0/17 ISSUED FOR RENEW 901 10/19/17 RSUEO FOP RENEW 90% RENEWED BY: MAN 02127/2020 ➢E9: 444* MD MGM tlIIS INS Of Oa AA MO NI SW 94 KW 9 ALMA Poe 054171144 5 LLC INEM PVECISw4 INNINSY AHD NH 464276 09 NOT. ➢44WillS A6D 9'mM*798 3911 907BF TIDwA4T*944 A0877wl MR NOES war FINwm1R MEOF D4044010 SITE INFORMATION VERIZON SITE NAME: ALLENTOWN A ATC 8; 310595 11030 E MARGINAL WAY S SEATTLE, WA 01801 KING COUNTY SHEET TEE: GROUNDING PLANS SHEET NUMBER: G-1 NEL 1. SEPARATION DINENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS, 2. COORDINATE UTILITY, LOCATE BEFORE DIGGING. 3. CONDUIT TRENCHING DEPTHS AT 36" OR 6" BELOW FROST LINE, WHICHEVER IS GREATER, 4. ALL RING AND RADUL DEPTHS AT 30' 0R 6' BELOW FROST LINE, WHICHEVER IS GREATER. S. WELD GROUND TO FENCE AS LOW AS POSSIBLE TO DETER COPPER THEFT. GRADE NJ NJ 16 i#2 SB1C EXOTHERMIC WELD COPPER CLAD STEEL GROUND ROD (SEE SHEET G-I FOR SIZING) 4°x24°x1/4" TINNED COPPER GROUND BAR (HAGER OR APPROVED EQUIVALENT) 2 AWG SOLID TINNED COPPER CONDUCTOR TO MAIN GROUND BAR OR EXISTING GROUND RING (TYP.). CADWELD 10 BUS BAR AND GROUND RING COPPER BONDING CONDUCTORS TO CABLES AND EQUIPMENT. SEE GROUNDING PLANS FOR DETAILS 3/8' BOLT AND HARDWARE (11P.) CHERRY BUS BM INSULATOR (TYP OF 2), NOT USED WHEN DIRECT ATTACHMENT TO TOWER STEEL IS REQUIRED ALL -MOUNT BRACKET OR ANGLE ADAPTER (AS REQUIRED) NOT USED 5 GROUND ROD DETAIL SCALE: N.T.S. 3 GROUND BAR DETAIL SCALE: N.T.S. 1 REVIEWED FOR CODE COMPLIANCE APPROVED JUR 103 City of Tukwila BUILDING DIVISION PVC CO 8° MAX. TO TOP OF TEST LEAD iiMALE SCREW COVER. INSTALL WITH TEFLON LUBRICANT 4 36" MAX. EXOTHERMIC WELD (THERMOE1D OR EQUIVALENT) DIRECTLY TO TOP OF GROUND ROD WISHED GRADE 2' MAX. i�'9�W4 , •l�Nii v000li4Ve �r SUBGRADE 8" 0 42' DIP, PVC WITH FEMALE ADAPTER & SCREW ON CAP 1MT-C6492 12 SDUD, BARE, TINNED COPPER GROUNDING CONDUCTOR II4/D 19 STRAND, BARE, TINNED COPPER GROUND RING 1' WIDE SLOT, TYPICAL FOR 2 EXTEND 2' ABOVE GROUND RING (8° TYPICAL) 10' COPPER CLAD EL GROUND ROD 1. CADWELO'TYPES° SHOWN ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC TYPES OF pP� HEGtIVFia 2. CONFIRMCADWELOS TO WITH TO ERED OWNERTHIS THATPTHEEUSE OF C Our` VI11L16LA CADWELDS IS ACCEPTABLE, PRIOR TO INSTALLATION, TYPE 2-YA-2 TYPE GT TYPE VS TYPE YA-2 MAR 02 2020 PF, CEO TYPE YGHC TYPE PT NOT USED 6 TEST WELL DETAIL SCALE: N.T.S CADWELD CONNECTION TYPES SCALE: N.T.S. 2 vvriLUfl A AMERICANTOWER' POWDER RIVER SB941045131 SETVi991$, LLC BUSINESS LICENSE 1: 3004 REVISIONS REV 041E DESCRIPTION INT 4 01/14/20 PENSIONS dHF 07/29/19 RENSIONS KS 04/O4/19 REVISIONS MAW I1/14/11 RENSONS 11/11/17 ION CONSfPL'CIION ZED 10/30/17 CCM 10/19/17 ISS.Vil PC49 MKS REVIEWED BY: MAW 0212112020 961RA1uRSWIM 33 MACEOFMEME MA RISC SC PRVEAY O MOO RVE9 MST &ucnmu7E PRAMS 619161 Tie AR KtlE AS DEWED OR NIT. 1M3 wOM MA MINIM SALL XIf BEM PIE P%w' w 377w 4fdR FARES VW RDA IMP M95X OF AU P691 SBE INFORMATION VERIZON SITE NAME: ALLENTOWN • A ATC 0:310595 11030 E MARGINAL WAY S SEATTLE, WA 01801 KING COUNTY SHEET TIRE: GROUNDING DETAILS SHEET NUMBER: G-2 THE DEFORMATION CORNED M MIS SET OF CONSIPL'C7ION 00CUMEN1S IS PROPRE1NEY Bi N40FE, MY USE OR DISCLOYJRE OTHER NM TINT WNICN REUTES TO CORM SFAr10ES IS RIM PRIMED. E AMERICAN TOWER* CORPORATION Eng. # 13001743_C2_02 February 26, 2020 Pagelof2 Structural Evaluation ATC Site Number & Name 310595 Reviewed By: Expires: 12/02/2021 . L4 �+C� FWAsl sT4 44 p RUC' Elmo - Spaa, WA Carrier Site Number & Name 163860 ALLENTOWN - A Site Location 11030 E. Marginal Way SEATTLE, WA 98168-1952, King County 47.5033 N / 122.2867 W91, Tower Description 122 ft Monopole Basic Wind Speed Basic Wind w/ Ice Applicable Code 85 mph (3-second gust, VAso)/110 mph (3-second gust, Vuu)� 30 mph (3-second gust) w/.25" radial ice concurrent ANSI/TIA-222-G / 2015 IBC SIONA Authorized by "EOR" 26 Feb 2020 08:36:54 COSiG C Created By: Adam Pittman Evaluation Results: The loading in the tables below was evaluated with respect to the tower and foundation capacities. As future loading is added, or if actual loading is different from these tables, re-evaluation shall be required. This tower and foundation are adequate to support the below loads in conformance with specified requirements. Existing and Reserved Equipment Elev.1(ft) Qty Antenna Mount Type Lines Carrier 122.0 3 Ericsson Radio 4449 613&65 S R VIEWEDFO5� to OMPL " kKR6�'e nflex VERIZON WIRELESS 3 Ericsson 8843 Rev 2 80.0 6 Powerwave Allgon LGP21401 Plat final APPROVED JUN 16 ' City of Tukwila QQ oFrft 2020 (6) 0.76" (19'2mm) AWG 1�©� 6 5mm) CITY AT&T MOBILITY RECEIVED OF TUKWIL MAR 02 2020 3 Raycap DC6-48-60-18-8F 3 Alcatel -Lucent RRH2x40-07-L 2 Kathrein Scala 80010966 3 Nokia Flexi RRH 4T4R B14 160W FRBI 3 Alcatel Lucent B66a RRH4x45 (AWS 3) 3 Alcatel -Lucent RRH4X25-WCS 3 Kathrein Scala 742 264 / AP14/17- 880/1940/065D/ADT 11M,pItI Pki 1 ILIA nc I� (1) 2" conduit (18) 7/8" Coax r 2 Commscope SBNHH-1D65B 4 Commscope SBNHH-1D65C (66.11b) 1 Kathrein Scala 80010965 3 KMW KFTDR00110030 (25.1 Ibs) 12 Kathrein Scala 860 10025 (7" Height) 3 Alcatel -Lucent B25 RRH4x30-4R ,q Equipment to be Removed IV IVU: PERMIT CENTER Elev.1(ft) Qty Antenna Mount Type Lines Carrier 122.0 6 JMA Wireless MX06FRO840-02 VERIZON WIRELESS 1 Raycap RVZDC-6627-PF-48 (29.5") Proposed Equipment Elev.1(ft) Qty Antenna Mount Type Lines Carrier 122.0 3 Ericsson RRU 2208 w/ Integrated Panel Sector Frame - VERIZON WIRELESS 1 Raycap RCMDC-6627-PF-48 —6--JMA•Wireless-MX06FRO860-02.(79.1bs)— ATC Tower Services, Inc. 3500 Regency Parkway, Suite 100 - Cary, .com City of Tukwila Department of Community Development 6/3/2021 SAMANTHA ALPHA 408 S EAGLE RD - SUITE 200 EAGLE, ID 83616 RE: Permit No. D19-0284 VERIZON WIRELESS 11030 E MARGINAL WAY S Dear Permit Holder: Allan Ekberg, Mayor Nora Gierloff, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 7/23/2021. Based on the above, you are hereby advised to: 1) Login to the City of Tukwila's Online Portal https://tukw-egov.aspgov.com/BP/index.html to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 7/23/2021, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Shana Markstrom Permit Technician File No: D19-0284 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director April 1, 2020 Samantha Alpha 408 S Eagle Rd — Suite 200 Eagle, ID 83616 RE: Request for Application Extension #1 Permit Number D19-0284 Dear Ms. Alpha, This letter is in response to your written request for an extension to application number D19-0284. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through August 28, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D19-0284 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Cr- rc-D \01 - c.:p•em --\--- \cm ) C-)."<-•C1. \cN cA .411D \ Q\c-c,--- CO cOc..7-,a--ef.e-- CCjNif\ Request for Permit Application ;xtension # Current Expiration Date: Extension Request: LA Approved for / O days Denied (provide explanarion) Signature:Initials REC8VED CITY OF TUKWILA FEB 2 8 2020 PERMIT CENTER City of Tukwila Department of Community Development March 30, 2020 SAMANTHA ALPHA 408 S EAGLE RD SUITE 200 EAGLE, ID 83616 RE: Correction Letter # 1 to Revision #1 DEVELOPMENT Permit Application Number D19-0284 VERIZON WIRELESS - 11030 E MARGINAL WAY S Dear SAMANTHA ALPHA, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PLANNING - R DEPARTMENT: Meredith Sampson at (206)-431-3661 if you have questions regarding these comments. • 1. Submit revision to land use permit L19-0084 for proposed changes. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No, D19-0284 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development 1/2/2020 SAMANTHA ALPHA 408 S EAGLE RD SUITE 200 EAGLE, ID 83616 RE: Permit Application No. D19-0284 VERIZON WIRELESS 11030 E MARGINAL WAY S Allan Ekberg, Mayor Jack Pace, Director Dear SAMANTHA ALPHA, In reviewing our current application files, it appears that your permit applied for on 8/29/2019, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 2/2912020. If you still plan to pursue your project, you are hereby advised to do one of the following: I) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed .submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, 7.1)°? Bill Rambo Permit Technician File No: DI9-0284 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Powder River Development Services, LLC REGENE° POWDER RIVER DEL 23 ZOIS Development Services, LLC DGeovmero pt.; ietynt December 12, 2019 City of Tukwila Attn: Building Department 6300 Southcenter Boulevard Tukwila, WA 98188 RE: Permit M19-0145 & D19-0284 408 South Eagle Road, Suite 200 Eagle, ID 83616 (208) 938-8844 office (208) 938-8855 fax www.powderriverdev.com Building: Powder River Development Services is representing American Tower Corporation (ATC) regarding the Verizon Wireless collocation on an existing monopole structure. Enclosed Documents: • Check for payment for permit M19-0145 • Check for payment for permit D19-0284 Once these checks have cleared please email a copy of the receipts to samantha.alpha@powderriverdev.com. Thank you for your assistance, 41Act samantha.alpha@powderriverdev.com (208) 963-4031 PERMIT COORD COPY ° PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0284 DATE: 04/15/2020 PROJECT NAME: VERIZON WIRELESS SITE ADDRESS: 11030 E MARGINAL WAY 5 Original Plan Submittal Revision # 1 before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Isk54P6-q-Nvo Planning Division Permit Coordinator s PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 0_4116/2020 Structural Review Required DATE: APPRQVALS OR CORRECT1ON$: DUE DATE: Approved la— Approved with Conditions Corrections Required (corrections entered in Reviews Notation: Denied (ie: Zoning Issues 06/11/2020 Fire Fees Apply REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0284 DATE: 0 02/2020 PROJECT NAME: VERIZON WIRELESS SITE ADDRESS: 11030 E MARGINAL WAY S Original Plan Submittal X Revision # 1 before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: ing Division Public Works Fire Prevention Structural Planning Divis o Permit Coordinator m PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 03/03/2020 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 04/14/2020 Fire Fees Apply Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire fl Ping PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY o PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0284 PROJECT NAME: VERIZON WIRELESS SITE ADDRESS: 11030 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # after Permit Issued DATE: 08/29/19 Revision # before Permit Issued DEPARMTS: 61` Building Division (p5 Public Works 27Xik 111 A-N' P/A- 61-4--ty Fire Prevention Structural LI Plan WI'?" ng Division 1111 Permit Coordinator 11 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 09/03/19 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved LI Corrections Required (corrections entered in Reviews) DUE DATE: 10/01/2019 Approved with Conditions E Denied (ie: Zoning Issues Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PROJECT NAME: SITE ADDRESS: W 44J / v{ Uhl ORIGINAL ISSUE DATE: REVISION LOG aN., hei PERMIT NO: I) 11 7-.200 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE Lii.);1 STAFF INIT ALS 3-)..--q2 )09'0WL I SummLy of Revision: te014(4cy43yyv‘ ex:4yr,-+ 6 etvrkesetricts fry) 9 1 Received by: Cr tAA 4 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) 0 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date:04/15/2020 Plan Check/Permit Number: D 19-0284 ❑ Response to Incomplete Letter # Response to Correction Letter # 1 Revision # 1 before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Verizon Wireless Project Address: 11030 E Marginal Way S Contact Person: Samantha Alpha RECEIVED CITY OF TUKWILA AN 15 An PERMIT CENTER Phone Number: 208-963-4031 Summary of Revision: Submitted revised land use app to Meredith Sampson electronically for review Sheet Number(s): N/A "Cloud" or highlight all areas of revision including date of revrissitn Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 11 I', 5 2 0.2 0 C:\Users\bill-r1AppData\Local\Microsoft\WindowsUNetCacheWontent.0utlook\WG3UCU15\Revision Submittal Form.do Revised: August 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 02/28/2020 Plan Check/Permit Number: D19-0284 El Response to Incomplete Letter # El Response to Correction Letter # [1] Revision # 1 b-e Permit is Issued Revision requested by a City Building Inspector or Plans Examiner El Deferred Submittal # Project Name: Verizon Wireless - 310595 Allentown (Elmo Spaa) Project Address: 11030 E Marginal Way S, Seattle, WA 01801 RECEIVED CITY OF TUKWILA MAN 0 2 2020 PERMIT CENTER Contact Person: Samantha Alpha Phone Number: 208-963-4031 ; Summary of Revision: Change of scope since permit has been approved to include (3) additional panel antennas and (3) additional RRUs on tower. samantha.alpha@powderriverdev.com APPROVED SOW' remove other carriers equipment, (9) antennas and (9) 1-5/8" coax cables Install (6) antennas, (6) RRU, (1) OVP-12, (1) hybrid cable, raise existing beacon 1', on ground install (1) 2OKW Diesel generator, (1) OVP-12 inside existing shelter along with M1SC equipment within existing shelter REVISED SOW: remove other carriers equipment, (9) antennas and (9) 1-5/8" coax cables Install (9) antennas, (9) RRU, (1) OVP-12, (1) hybrid cable, raise existing beacon 1', on ground install (1) 20KW Diesel generator, (I) 0 VP-12 inside existing shelter along with M1SU equipment within .existing shelter Sheet Number(s): PG 11 - C-2 "Cloud" or highlight all areas of revision includin da e o revis" Received at the City of Tukwila Permit Center by: II Entered in TRAKiT on W:111errnit Centeffemplatefforms Revision Submittal Formdoc Revised: August 2015 STERLING Telecom & Const Inc Page 1 of 2 Some L8,1 regional offices are now open on a limited basis by appointment only, for services that cannot be provided over the phone or online. Masks are required for in -person appointments. Call the office near you fhttos://lni.i.va.uov/adency/contact/#office-locations) for assistance, or call 360-902-5800 from 8 a.m. to 5 p.m. weekdays (except state holidays). CO La4'4b7&;:57ries (litps://ini.vvagOv) StERLING Telecom & Const Inc Owner or tradesperson Principals Bcnsen, Randy S, PRESIDENT CRAWFORD, RODNEY GRAHAM, VICE PRESIDENT CONLEY, ERIC JAMES, SECRETARY MONTERA, ANNEMARIE THERESE, CHIEF FINANCIAL OFFICER Jeffrey T Broihier, Broadway L, AGENT Deng business as STERLING Telecom & Const Inc VVA UBI No. 603 178 073 802 134th St SW Ste 110 EVERETT, WA 98204 425-259-6628 SNOHOMISH County Business type Corporation Governing persons RANDY BONSEN ERIN CONLEY; ROD CRAWFORD; ANNEMARIE MONTERA; License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. Litense specialties GENERAL License no. STERLTC884C9 Effective — expiration 02/29/2012— 02/28/2022 Bond Lexon tns Co Bond account no. $12,000.00 haps://se,cure.lni.wa.gov/verify/Detail.aspx?UBI=603178073&LIC=STERLTC884C9&SAW= 7/27/2020