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Permit D17-0145 - T-MOBILE - PLATFORM MOUNT, ANTENNAS ETC
T -MOBILE 15820 TUKWILA INTERNATIONAL BLVD D17-0145 Parcel No: Address: Project Name: 0 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2223049015 Permit Number: D17-0145 15820 TUKWILA INTERNATIONAL BLVD T -MOBILE Issue Date: Permit Expires On: 8/2/2017 1/29/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: AVIS RENT A CAR SYSTEM LLC 6 SYLVAN WY REAL ESTATE TAX DEPT, PARSIPPANY, WA, 7054 MIRANDA GLENN Phone: (509) 557-5130 650 SOUTH ORCAS ST - SUITE R103 , SEATTLE, WA, 98108 NORTH SKY COMMUNICATIONS LLC Phone: (206) 960-2456 11818 SE MILL PLAIN BLVD SUITE 410, VANCOUVER, WA, 98684 NORTHSC857Q4 Expiration Date: 11/25/2017 T -MOBILE 19807 NORTH CREEK PARKWAY , BOTHELL, WA, 98021 DESCRIPTION OF WORK: T -MOBILE PROPOSES TO REPLACE EXISTING T -ARM MOUNTS WITH A NEW PLATFORM MOUNT, REMOVE (2) ANTENNAS AND ADD (4) NEW ANTENNAS, (2) FHFB'S, (2) FRIGS, (8) DIPLEXERS, (1) COVP AND (1) HYBRID CABLE TO AN EXISTING WIRELESS TELECOMMUNICATIONS FACILITY LOCATED ON A MONOPOLE Project Valuation: $20,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $840.75 Occupancy per IBC: U Water District: 125 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit a + agree to the conditions attached to this permit. Signature: Print Nam Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 5: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 6: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 • 1700 BUILDING FINAL** CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. 1) 1.7-0 C Project No. Date Application Accepted: 5 Date Application Expires: -30-17 t-3f�-I 7 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: King Co Assessor's Tax No.: 2223049102 15820 Pacific Hwy S., Tukwila, WA 98188 Suite Number: N/A Floor: N/A Tenant Name: T -Mobile - (Site ID: SE03024B Lewis and Clark) New Tenant: 0 Yes m ..No PROPERTY OWNER Name: Miranda Glenn Name: Avis Rent A Car System LLC Address: 650 South Orcas Street #R-103 Address: 15820 Pacific Hwy S. Cin': Seattle State: WA City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Miranda Glenn Address: Address: 650 South Orcas Street #R-103 Phone: Fax: Cin': Seattle State: WA Zip: 98108 Phone: (509) 557-5130 Fa": Email: miranda.glenn@taec.net GENERAL CONTRACTOR INFORMATION Company Name: TBD Upon Issuance Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:Wpplications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9.11.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: Technology Associates EC, Inc. Architect Name: Vlad Diaconu, PE Address: 650 South Orcas Street #R-103 City: Seattle State: WA Zip: 98108 Phone: (216) 375-2310 Fax: Email: vlad.diaconu@taec.net ENGINEER OF RECORD Company Name: Technology Associates EC, Inc. Engineer Name: Vlad Diaconu, PE Address: 650 South Orcas Street #R-103 City: Seattle State: WA Zip: 98108 Phone: (216) 375-2310 Fax: Email: vlad.diaconu@taec.net LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: T -Mobile Address: 19807 North Creek Parkway City: Bothell State: WA Zip: 98188 Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 20,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): T -Mobile proposes to replace existing T -Arm mounts with a new Platform Mount, remove (2) antennas and add (4) new antennas, (2) FHFBs, (2) FRIGs, (8) diplexers, (1) COVP, and (1) hybrid cable to an existing wireless telecommunications facility located on a monopole. Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes I No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers 0 Automatic Fire Alarm • None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM O On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8.9.11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 2"d Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes I No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers 0 Automatic Fire Alarm • None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM O On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8.9.11.docx Revised: August 2011 bh Page 2 of 4 0 O PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 ER AUTH ZED NT: Signature: Date: Print Name. Miranda Glenn Day Telephone: (509) 57-51 0 Mailing Address: 650 South Orcas Street #R-103 H:\Applications\Fotms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Seattle City WA State 98108 Zip Page 4 of 4 1 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $527.25 D17-0133 Address: 15215 52ND AVE S Apn: 1157200017 $527.25 DEVELOPMENT $502.65 PERMIT FEE R000.322.100.00.00 0.00 $491.91 PLAN CHECK FEE R000.345.830.00.00 0.00 $6.24 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $24.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12046 8000.322.900.04.00 0.00 $24.60 $527.25 Date Paid: Wednesday, August 02, 2017 Paid By: T -MOBILE Pay Method: CHECK 3557337 Printed: Wednesday, August 02, 2017 12:49 PM 1 of 1 CASYSTEMS DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $313.50 $313.50 $313.50 $313.50 $313.50 D17-0145 Address: 15820 TUKWILA INTERNATIONAL BLVD Apn: 2223049015 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R11591 R000.345.830.00.00 0.00 Date Paid: Tuesday, May 30, 2017 Paid By: T -MOBILE Pay Method: CHECK 3514868 Printed: Tuesday, May 30, 2017 2:03 PM 1 of 1 SYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit pi7-Z,i+5. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: T PA6BiLE Type of Inspection: I8Ut -DING- FI7 -L Address: 156V.0 77 I, 8 Date Called: Special Instructions: �'�i'uL fuiol ?9 1-. i t/Q't{-� ; , — P/tAl II(Cs- GitAitCrit L. Date Wanted: a.m. 1-I1-27 p.m. Requester: !ilk)s Phone No: -303 -?01-/7V3 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 6K- V/LD/N ,- Inspector: Date: i, -I, REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. WASHINGTON STATE CODE COMPLIANCE: ALL WORK AND MATERIALS SHALL BE PREFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL 1 GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT I WORK NOT CONFORMING TO THESE CODES. THE WASHINGTON STATE BUILDING CODE IS COMPRISED OF THE MODEL CODE EDITIONS BELOW WITH WASHINGTON STATE AMENDMENTS: - 2015 INTERNATIONAL BUILDING CODE - 2015 INTERNATIONAL RESIDENTIAL CODE - 2015 INTERNATIONAL MECHANICAL CODE - 2015 INTERNATIONAL FIRE CODE - 2015 UNIFORM PLUMBING CODE - 2015 IECC/WASHINGTON STATE ENERGY CODE - LOCAL CODES AND AMENDMENTS FCC NOTE: THIS WIRELESS COMMUNICATION FACILITY COMPLIES WITH FEDERAL STANDARDS FOR RADIO FREQUENCY IN ACCORDANCE WITH THE TELECOMMUNICATION ACT OF 1996 AND SUBSEQUENT AMENDMENTS AND ANY OTHER REQUIREMENTS IMPOSED BY STATE OR FEDERAL REGULATORY AGENCIES. CODE COMPLIANCE T -MOBILE RF ENGINEER APPLICANT: TOWER OWNER: T -MOBILE USA INC. CROWN CASTLE USA 10807 NORTH CREEK PARKWAY NORTH WESTLAKE UNION CENTER BOTHELL, WA 98011 1505 WEST LAKE AVE. N.. STE. 800 SEATTLE, WA 95189 PROPERTY OWNER: CROWN BU: 825383 AVIS RENT A CAR SYSTEM LLC 15820 PACIFIC HWY S. TOTAL LEASE AREA: TULWILA, WA 98188 : 1284 a0. f. SITE ADDRESS: EXISTING USE: 15820 PACIFIC HWY S. UNMANNED TELECOMMUNICATIONS FACILITY TUKWILA, WA 98188 SITE PARCEL NUMBER: NEW USE: 2223049102 UNMANNED TELECOMMUNICATIONS FACILITY COUNTY: JURISDICTION: KING COUNTY CITY OF TUKWILA LATITUDE AND LONGITUDE: ZONING: N 47' 27' 44.96-, W -122' 1T 17.59' RC (REGIONAL COMMERCIAL) (BASED ON CD SET DATED: 11/00/2016) LEGAL DESCRIPTION: PARCEL 1 OF TUKWILA BLA L02.540 PER REC 620021025900001 SD BLA LOCATED IN 5 1/2 OF SW 1/4 TGW VAC S 168TH ST 5 VAC MILITARY RD PER ORD 6 1878 REC 820021025000129 HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, HANDICAP ACCESS REOUIREMENT(S) DO NOT APPLY SITE INFORMATION p - 1 REVIEWED FOR • • • • REMOVE (3) EXISTING FRIA IN EXISTING CABINET • INSTALL (2) NEW COVP (1 ON TOWER, 1 NEAR REMOVE (2) EXISTING (TMBXX-8518-R2M) CABINETS) ANTENNAS (1 PER SECTOR A & C) • INSTALL NEW PLATFORM MOUNT WITH HANDRAILS REMOVE EXISTING ANTENNA MOUNTS • INSTALL (1) NEW MID CAP HCS CABLE (.1-125') RELOCATE (2) EXISTING (SBNHH-11345C) • INSTALL (8) NEW (ECC1020-VPUB) DIPLEXERS (4 ANTENNAS TO MIDDLE MOUNT (1 PER SECTOR A 8 PER SECTOR D & E) C) NSTALL (4) NEW (HBXX-3319DS-A2M) ANTENNAS (1 PER SECTOR A. C, D, & E) NSTALL (2) NEW FBBC IN EXISTING CABINET NSTALL (1) NEW FRIE IN EXISTING CABINET NSTALL (2) NEW FSMF IN EXISTING CABINET NSTALL (2) NEW FRIG NEAR ANTENNAS NSTALL (2) NEW FHFB NEAR ANTENNAS PROJECT DESCRIPTION SITE ACQUISITION: TECHNOLOGY ASSOCIATES EC, INC 650 SOUTH ORCAS STREET. STE. R.103 SEATTLE. WA 98108 CONTACT: MIRANDA GLENN OFFICE: (509)557-5130 EMAIL: ' anda.9lennQtaeo.net ARCHITECTURE: TECHNOLOGY ASSOCIATES EC. INC 650 SOUTH ORCAS STREET, STE. 103 SEATTLE, WA 08108 CONTACT: VLAD DIACONU, PE OFFICE: (218) 375-2310 EMAIL: Nad.diacon+Qtaec.net ZONING & PERMITTING: TECHNOLOGY ASSOCIATES EC. INC 650 SOUTH ORCAS STREET. STE. R-103 SEATTLE, WA 08108 CONTACT: MIRANDA GLENN OFFICE: (509)557-5130 EMAIL: mlranda.Olenn@laec.net CONSTRUCTION MANAGER: TECHNOLOGY ASSOCIATES EC, INC 650 SOUTH ORCAS STREET, STE. 103 SEATTLE, WA 98108 CONTACT: TJ ELWELL MOBILE: (206)819-4727 EMAIL: thomaa.elwell©tax.net ENGINEER: TECHNOLOGY ASSOCIATES EC, INC 850 SOUTH ORCAS STREET. STE. 103 SEATTLE, WA 98108 CONTACT: VLAD DIACONU, PE OFFICE: (216) 375-2310 EMAIL: vlad.diaconuQlaec.net CONTACT INFORMATION REVISIONS No chanpss sh?9 h^ made to the SCOOP Of \"r rk 1•'/i 'r,C. t p-ior approval of T11,1'!;;a Building Division COTE: f Icvis cns will require a new plan submittal and may irl;,iude additional plan review fees (�j I -f ' �w chan�ige plans With Planning r r ti Mobile® SE03024B PaTuM Plan rav o,r npprar! is subject to errors and on:'ssion a��r� LEiNIS AND CLARK MONOPOL a -.; ��. _ APPi O -V D epptoval of cor:Jtre:tion document dans not auihaizr s can be made. to these 15820 PACIFIC H WY S. the violation of any adopted coda or ordinance. Rec-i out approval from the TUKWILA, WA 98188 of approved F did : d conditions is acknotvladgc n Division of ®CD CROWN BU#: 825363 I Approved By: J Date: kepi -t $±1+ Rr+1W C.'r.±.rn Fedi, Ewwwe.° Lot CQ 08,47 watso.O MaveoP0 L La 60 Ik Sa+•wa7 0 VICINITY MAP LOCAL MAP STARTING FROM 19807 NORTH CREEK PARKWAY NORTH, BOTHELL. WA 98011 1. HEAD EAST ON NORTH CREEK PKWY N 2. TURN RIGHT ONTO 120TH AVE NE 3. TURN RIGHT ONTO NE 195TH ST 4, USE THE LEFT 2 LANES TO TURN LEFT ONTO THE INTERSTATE 405 S RAMP TO RENTON 5. MERGE ONTO 1-405 S 6. KEEP LEFT TO STAY ON 1.405 S 7. KEEP LEFT TO CONTINUE ON WA -518 W 8. USE THE RIGHT LANE TO TAKE THE EXIT TOWARD SEA -TAC AIRPORT 0. USE THE RIGHT LANE TO FOLLOW SIGNS FOR WA -99 S AND MERGE ONTO WA -90 NANTERNATIONAL BLVD/PACIFIC HWY S/TUKWILA INTERNATIONAL BLVD 10. MERGE ONTO WA -09 NANTERNATIONAL BLVD/PACIFIC HWY S/TUKWILA INTERNATIONAL BLVO 11. MAKE A U-TURN ATS 160TH ST 12. YOUR DESTINATION IS NO YOUR RIGHT: 15820 PACIFIC HWY S. TUKWILA WA 98188 DRIVING DIRECTIONS APPROVAL - SIGNATURE DATE PROJECT MANAGER TITLE SHEET T -MOBILE RF ENGINEER FC7j .: .:' r pp ))i/71 It `IT SITE ACOUISITION ^� f r. !^ 1 ....-,I;-:_.FR: CONSTRUCTION MANAGER ENLARGED SITE PLAN A-3 SITE OWNER �. 1:.vc,1 liUliCal Ipet 1 -. gg EQUIPMENT PLAN T -MOBILE DEVELOPMENT MANAGER `'LVt 11 '.Q p - 1 REVIEWED FOR T -MOBILE CONSTRUCTION MANAGER 1r iti ra bit%) ELEVATIONS CODE COMPLIANCE T -MOBILE OPS MANAGER �. as Piping T -MOBILE REGULATORY REVIEW ` � `j of Tukwila G-1 T -MOBILE PROJECT MANAGER if • ' Y`1 DIVISkON 01QYM17 F0 in FOR 100%CU REVIEW T -MOBILE PERMITTING i 016/0017 APPROVALS By: Date of Tukfila P4Pf'P Pl�l1 /tAeF. SHEET ffAV T•r•�a YC! Lit ti L40 DESCRIPTION T-1 TITLE SHEET T-2 NOTES & LEGEND A-1 SITE PLAN A-2 ENLARGED SITE PLAN A-3 ANTENNA PLAN A-3.1 EQUIPMENT PLAN A -4 ELEVATIONS p - 1 REVIEWED FOR AS ELEVATIONS CODE COMPLIANCE A-6 DETAILS [ G-1 GROUNDING PLANS APPROVED 01QYM17 F0 in FOR 100%CU REVIEW GROUNDING DETAILS i 016/0017 RF -1 RF- RF DETAILS JUL 72011 DATE RF -2 RF DIAGRAM SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S. TUKWILA, WA 98188 R6�6D CITY OF UKWILA MAY 30 2011 PERMIT CENTER JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING s OONSTRUCTIDN SHEET TITLE TITLE SHEET SHEET NUMBER T-1 Cify of Tukwila BUILDlfilG DIVISION b ti,-, iqS. 0 SHEET INDEX DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING LOCATIONS, CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME Know what's below. CALL before you dig. DIG ALERT CALL AT LEAST TWO WORKING DAYS BEFORE YOU DIG ,,ir7O 000 • ,Il' y i�x k4bISTEet• .• O a 1 EXPIRES I1/2D/8 1 R IS A VIOLATION OF LAW FOR MY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OFA LICENSED t PROFESSDNAL ENGINEER TO ALTER THIS DOCUMENT. • ig • • •Mobile°• 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology` Associates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. 103 SEATTLE, WA98108 TechnologyiAssociates ARCHITECTURE & ENGINEERING 3111 CAMINO DEL RIO NORTH, STE. 400 SAN DIEGO, CA 92108 0 01QYM17 F0 in FOR 100%CU REVIEW MGM A 016/0017 ISSUED FOR 90%PCD REVIEW XS REV DATE DESCRIPTION BY SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S. TUKWILA, WA 98188 R6�6D CITY OF UKWILA MAY 30 2011 PERMIT CENTER JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING s OONSTRUCTIDN SHEET TITLE TITLE SHEET SHEET NUMBER T-1 GENERAL NOTES ABBREVIATION DEFINITION ABBREVIATION DEFINITION ABBREVIATION DEFINITION D 1. THIS FACILITY IS EXEMPT FROM HANDICAP REQUIREMENTS PER 2015 INTERNATIONAL BUILDING CODE SECTION 1103.2.9. THIS FACILITY I5 NON -OCCUPIABLE SPACE AND ENTERED ONLY BY SERVICE PERSONNEL. THIS SPACE IS NOT FOR HUMAN OCCUPANCY. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID. ANY DISCREPANCIES, CONFLICTS OR OMISSIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO SUBMITTING BIDS, AND PROCEEDING WITH ANY WORK. 3. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE PLANS, SPECIFICATIONS, 8 NOTES PRIOR TO STARTING CONSTRUCTION. INCLUDING BUT NOT LIMITED BY DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERRORS, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE METHOD OF CORRECTION SHALL BE APPROVED BY THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT. 4. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK. CONTACT USA DIG ALERT ED 800-227-2600 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO PROPOSED OR EXISTING SURFACES, STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER. THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGED AREAS. 6. A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED 8Y THE GOVERNING AGENCY. AND BY LAW SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME INFORMATION AS THE APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE PURPOSE OF DOCUMENTING ALL AS -BUILT CHANGES,REVISIONS,ADDENDA, OR CHANGE ORDERS. THE CONTRACTOR SHALL FORWARD THE AS-BUILT/HIRED DRAWINGS TO THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT AT THE CONCLUSION OF THE PROJECT. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS COMPLETE. 8. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER, WATER, AND TOILET FACILITIES AS REQUIRED BY THE PROPERTY OWNER OR GOVERNING AGENCY. 9. ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE LATEST I.B.C. AND ALL OTHER GOVERNING CODES, INCLUDING THE THE MOST RESTRICTIVE CODE SHALL GOVERN. 10. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPLY WITH ALL LOCALAND STATE REGULATIONS INCLUDING ALL OSHA REQUIREMENTS. 11. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO - EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. 12. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK, USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS. HE IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCING AND COORDINATING ALL PORTIONS OF THE WORK UNDER THE PROJECT. 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS. LICENSES AND INSPECTIONS WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR AUTHORIZED AGENT. CONTRACTOR SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT. 14. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCES. 15. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING. HANGERS OR SUPPORTS FOR INSTALLATION OF ITEMS INDICATED ON THE DRAWINGS. 16. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL OR U.L APPROVED MATERIALS TO FILL/SEAL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. 17. PROPOSED CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN FORM, TEXTURE, MATERIAL AND PAINT COLOR EXCEPT AS NOTED IN THE PLANS. 18. THE CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERS HAVING A MINIMUM 2A:10 -0-C RATING WITHIN 75FT. OF TRAVEL TO ALL AREA. PORTIONS N THE COAL BUILDING (2015 INTERNATIONAL BUILDING CODE 808.1.1 AND SECTION 906.3.1) 19. MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FOR APPROVING THE RESULTS. 20. ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE. 21. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT. PREMISES SHALL BE LEFT INA CLEAN BROOM FINISHED CONDITION AT ALL TIMES. 22. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING AND CONSTRUCTION EFFORT AS MANDATED BY THE GOVERNING AGENCY. 23. ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY STANDARDS. IF A CONTRACTOR HAS A QUESTION REGARDING THEIR EXACT MEANING THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT SHALL BE NOTIFIED FOR CLARIFICATIONS. 24. SITE CONTRACTOR TO CALL DIG ALERT (1-800-227-2600) TO LOCATE ANY AND ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. WILL 25. ALL FACILITIES TO BE INSTALLED ARE UNMANNED. NO (E) PARKING SPACES LL BE USED OR REMOVED BY THIS PROJECT. 28. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS, THE APPLICANT SHALL INCORPORATE ANY CONSTRUCTION BEST MANAGEMENT PRACTICES NECESSARY TO COMPLY WITH THE CITY'S MUNICIPAL CODES INTO THE CONSTRUCTION PLANS OR SPECIFICATIONS. 27. PRIOR TO THEALLBEUANCEDF ANY EDINAC ORDANTIONPERMITS,THEAPPLICANTSMALLSUBM ECITY' POLLUTIONCONTROL DARDS.NWPCP).THE WPCP SHALL BE PREPARED IN ACCORDANCE WITH THE GUIDELINES IN APPENDIX E OF THE CITY$ STORM WATER STANDARDS. REVIEW AND THEREFORE DOES NOT REQUIRE ANY PERMANENT STORM WATER BEST MANAGEMENT PRACTICES. 28. THIS PROJECT PROPOSES NO DEVELOPEMENT IMPROVEMENTS OUTSIDE THE EXISTING BUILDING FOOTPRINT FOR THIS DISCRETIONARYEl 29. THIS IS ROOFTOP INSTALLATION ON AN EXISTING FACILITY AND NO GROUND DISTURBANCE OR TRENCHING IS PROPOSED BY THIS PROJECT. 30. THIS PROJECT PROPOSES NO WORK WITHIN THE PUBLIC RIGHT-OF-WAY. STORM WATER QUALITY NOTES CONSTRUCTION BMPS: � e�, IM' Q • A.B.'' ANCHOR BOLT FAB. FABRICATION(OR) PWR. POWER (CABINET) ABV. ABOVE F.F. FINISH FLOOR QTY. QUANTITY RCCA ANTENNA CABLE COVER ASSEMBLY F.G. FINISH GRADE RAD.(R) RADIUS ADD'L ADDITIONAL FIN. FINISH(ED) REF. REFERENGE A.F.F.ABOVE FINISHED FLOOR FLR. FLOOR REINF. REINFORCEMENT(ING) A.F.G. ABOVE FINISHED GRADE FON. FOUNDATION REQ'D. REQUIRED ALUM. ALUMINUM F.O.C. FACE OF CONCRETE RGS. RIGID GALVANIZED STEEL ALT. ALTERNATE F.O.M. FACE OF MASONRY RRU. RADIO REMOTE UNIT ANT. ANTENNA F.O.S. FACE OF STUD SCH. SCHEDULE APPRX. APPROXIMATE(LY) F.O.W. FACE OF WALL SHT. SHEET ARCH. ARCHITECT(URAL) F.S. FINISH SURFACE SIM. SIMILAR AWG. AMERICAN WIRE GAUGE FT.(') FOOT(FEET) SPEC. SPECIFICATION(S) BLDG. BUILDING FTG. FOOTING SO. SQUARE BLK. BLOCK G. GROWTH (CABINET) S.S. STAINLESS STEEL BLKG. BLOCKING GA. GAUGE BM. BEAM GI. GALVANIZESTD. STANDARD D) STEL. STEEL B. N. BOUNDARY NAILING G.F.I. GROUND FAULT CIRCUIT INTERRUPTER STRUC. STRUCTURAL BTCW. BARE TINNED COPPER WIRE GLB.(GLU-LAM) GLUE LAMINATED BEAM TEMP. TEMPORARY B.O.F. BOTTOM OF FOOTING GPS GLOBAL POSITIONING SYSTEM THK. THICK(NESS) B/U BACK-UP CABINET GRND. GROUND TMA TOWER MOUNTED AMPLIFIER CAB. CABINET HDR. HEADER T.N. TOENAIL CANT. CANTILEVER(ED) HGR. HANGER T.O.A. TOP OF ANTENNA C.I.P. CAST IN PLACE HT. HEIGHT T.O.C. TOP OF CURB CLG. CEILING ICGB. ISOLATED COPPER GROUND BUS T.O.F. TOP OF FOUNDATION CCLEAR IN.(') INCH(ES) T.O.P. TOP OF PLATE (PARAPET) COLOL. . COLUMN - INT. INTERIOR T.O.S. TOP OF STEEL CONC. CONCRETE LB.(#) POUND(S) T.O.W. TOP OF WALL CONN. CONNECTION(OR) L.B. LAG BOLTS TYP. TYPICAL CONST. CONSTRUCTION L.F. LINEAR FEET (FOOT) U.G. UNDER GROUND CONT. CONTINUOUS L. LONG(ITUDINAL) U. L. UNDERWRITERS LABORATORY d PENNY (NAILS) MAS. MASONRY U.N.O. UNLESS NOTED OTHERWISE DBL. DOUBLE MAX. MAXIMUM V.I.F. VERIFY IN FIELD DEPT. DEPARTMENT M.B. MACHINE BOLT W WIDE(WIDTH) D.F. DOUGLAS FIR MECH. MECHANICAL W/ WITH DIA. DIAMETER MFR. MANUFACTURER WD. WOOD DIAG. DIAGONAL MIN. MINIMUM W.P. WEATHERPROOF DIM. DIMENSION MISC. MISCELLANEOUS WT. WEIGHT DWG. DRAWING(S) MTL. METAL Q CENTERLINE OWL. DOWEL(S) (N) NEW EA. EACH 1610.(6) NUMBER PLATE EL. ELEVATION N.T.S. NOT TO SCALE ELEC. ELECTRICAL O.C. ON CENTER ELEV. ELEVATOR OPNG. OPENING EMT. ELECTRICAL METALLIC TUBING P/C PRECAST CONCRETE E.N. EDGE NAIL PCS PERSONAL COMMUNICATION SERVICES ENG. ENGINEER PLY. PLYWOOD EQ. EQUAL PRC POWER PROTECTION CABINET EXP. EXPANSION PRC PRIMARY RADIO CABINET EXST.(E) EXISTING P.S.F. POUNDS PER SQUARE FOOT EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH P.T. PRESSURE TREATED A® V,, 0 /4 G ,�..tuQsy' �T ,Y G» 40NAL `A ' 1 EXPIRES 1I ,Zp/g ITIS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. T Moble° i 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology ASSoclates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. 103 SEATTLE, WA 98108 Technology Assoc�atos ARCHITECTURE & ENGINEERING 3111 CAMINO DEL RIO NORTH, STE. 400 SAN DIEGO, CA 92108 C ABBREVIATIONS Q NEW ANTENNA O GRID REFERENCE EXISTING ANTENNA ® DETAIL REFERENCE 0 0/282017 ISSUED FOR 100%CD REVIEW MOM A 04672017 ISSUED FOR B0% PCD REVIEW XS ® GROUND ROD ® ELEVATION REFERENCE T r GROUND BUS BAR ® i REV DATE DESCRIPTION BY SE03024B LEWIS AN D CLARK MONOPOLE 15820 PACIFIC HWY S. Tt' /ILLI I VI\YYILA, WA 98188 MONOPOLE SECTION REFERENCE ' • MECHANICAL GRND. CONN. W GROUT OR PLASTER 1 (E) BRICK ■ CADWELD �•� (E) MASONRY •S GROUND ACCESS WELL REVIEWED FOR CODE COMPLIANCE .,:.-':_ ._. CONCRETE APPROVED ELECTRIC BOX I I EARTH ET TELEPHONE BOX JUL 1 7 201 0 0 0 0 0 o GRAVEL LIGHT POLE ® PLYWOOD THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT. NOTES 1-8 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMP'S. 1. SUFFICIENT MIPS MUST BE WATER CONVEYANCE SYSTEMS DUE ITO NSTALLEDSTORM CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCENT SILT, MUD OR OTHER CONSTRUCTION TIOS FROM BEING N ACTIVITY. THE CONTDINTO RACTORTHE SHALL BE RESPONSIBLE FOR CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED CONSTRUCTION BMPS. 2. ALL STOCK PILES OF UNCOMPACTED SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FORA PERIOD GREATER THAN SEVEN CALENDER DAYS ARE TO BE PROVIDED WITH EROSION AND SEDIMENT CONTROLS, SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE PROBABILITY OF RAIN IS 40% OR GREATER. 3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN PLACE ON THE SITE. 4. ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. 5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST 8E PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. 0 FND. MONUMENT J>�..-,.SAND "�'� -'" " ' ;_ City of Tukwila R SPOT ELEVATION WOOD CONT. BUILDING DIVISION ® WOOD BLOCKING SET POINT / STEEL Q REVISION OVERHEAD - T/E SERVICE CONDUCTORS COAXIAL A CABLE - CENTERLINE F FIBER RECEIVED P/F POWER AND CITY OF TUK1IIliLA JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING & CONSTRUCTION -- FIBER pROPERTV/LEASE LINE - CHAIN X LINK FENCING ❑ WOOD GENERAL FIRE NOTES: MATCH LINE FENCE w 0 d -Mr- OVERHEAD POWER LINE MAY 3 0 2017 SHEET TITLE NOTES & LEGEND WORK POINT 660 _- BURIED POWER LINE OVERHEAD 1. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL BE IN ACCORDANCE WITH 2015 INTERNATIONAL BUILDING CODE AND ALL GOVERNING CODES. 2. ADDRESS SHALL BE PROVIDED FOR ALL PROPOSED AND EXISTING BUILDINGS INA POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.(2015 INTERNATIONAL BUILDING CODE 501.2) 3. DECORATIVE MATERIALS SHALL BE MAINTAINED INA FLAME-RETARDANT CONDITION.(2015 INTERNATIONAL BUILDING CODE 806.1) 4. PORTABLE FIRE EXTINGUISHERS: AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2-A-10B:C SHALL BE PROVIDED WITHIN 75 FEET MAXIMUM TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR(2015 INTERNATIONAL BUILDING CODE 906.1.1 AND SECTION 906.3.1) GROUND CONDUCTOR MIT-- TELEPHONE LINE BURIED PERMIT CENTER UGT TELEPHONE LINE SHEET NUMBER T-2 T TELEPHONE CONDUIT - V - V - BURIED WATER LINE BURIED E ELECTRICAL CONDUIT SS SANITARY SEWER (POWER) SD BURIED STORM DRAIN GENERAL NOTES 4 LEGEND 3 NOT USED 2 / / DISCLAIMER �@ THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF/ LANDLORD SIGNATURE A CURRENT LAND SURVEY. ALL PROPERTY LINES. EASEMENTS,AND SETBACKS SHALL BE VERIFIED PRIOR TO ART OF CONSTRUCTION. TAEC DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES, EASEMENTS, ROADS AND SETBACKS. L�L EXISTING / PALOT RKILOT 7/ / } / TT X- } X �- x � ' ..4. 4, PROPER`L� 3 EXISTING TREE (TYP.) NE: t 460.33' o iy{ Po I � i4�` J. I —� {tYW,���, y4 AI 1"-_ j� i moi" F X I EXPIRES II ,jQ/$ I IT 18 A VIOLATION OF LAW FOR ANY PERSON.UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. EXIST CANOPY NG / / / k .0 1410 ,.:,.q.TOWERBETBAAt A.,�< ® - - \ 1 • ...,„ � T ..Mobile°• 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 / - # C<J L EXIST NG WY 1YOE L Q EXISTING 7-MOBILE EQUIPMENT 8 ANTENNA AREA, FOR ENLARGED SITE PLAN SEE: EXISTING I „....et, � PARKING ,e .,< LOT k �J / rJ / / / 0 ® 1[iiikEE I i3O ',, ® TechnologyAssociates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, SIE. 103 SEATTLE, WA98108 CANOPY �T R') / SITE PARCEL NUMBER: •.. r" t. . a 1 \ //�j \ �/ r 2223049102 JURISDICTION: 1' TechnologyAssociates ARCHITECTURE & ENGINEERING 3111 CAMINO DEL RIO NORTH, SIE. 400 SAN DIEGO, CA 92108 / rl • - � \\ i \- \ CITY OF TUKWILA ZONING: � h� � , '-.. / >� RC (REGIONAL COMMERCIAL) •+F��, � STING L EXISTING BU LDING (TYP)7 \ ^ / / / r Q / 'It:), % / � EXISTING ` '-= PARKING � ,/ _ �' 0 / LOT �I — � � o' � : '`+R PARKING LOT C.m m `I ii / • / 3/ _ / f" r� REVIEWED FOR ".�F. '..' 0 0//28201] ISSUEDFORI00%CDREVIEW MGM ' CODE COMPLIANCE A 8497901] ISSUED FOR 80'F PCD REVIEW XS �/ �I " , M APPROVED REV DATE DESCRIPTION BY A. Idy Fy`t'o},1 • SE03024B LEWIS AND CLARK MONOPOLE 15821/0 PACIFIC H�WYppS. ��^yy l Ll"11 WA X7(7100 MONOPOLE 3/ / �; ;\ '•\`\\ EXISTING BUILDING \ � JUL 17 2011 ,� �{}yy \�\\ \ `;`.. `,� `. // G % �, L. ® \ \ \\ EXISTING-� \ BUILDING \� (TYP) —� `\ \. \\ \ A n \•� �, o * Ci of Tukwila BUILDING DIVISION PROPERTY LINE: t 168.4• V z / `` \� `\. �- � g \ (4, 11 �� �,• ' �/\ vy \ v O Cp .. — vX L EXISTING PARKING LOT i / • ECEIVED' /,i /% j j''''7. / a + , j! • / EXISTING /,-- /% // L PARKING / LOT /// ,-;:, \ `.PROPERTYLME:t1887 \ \ A V� A . \ •. �`. `\\ `.\\\\s,\\\,,, \ \ \ EXISTING\\�`. \ \o ;\\ `. \BUILDING\ \ .: (TVP) � \ \ \ Z \` \\ \ \ \\\ \ \ \\\S"\:\\\\ \\ \\\\�\\\\\\\ w O. Y - SSS���4,,,,,,��� y 1 LEXISTING PARKING LOT "'((( ,,,i h'y x EXISTING SITE ACCESS ; -I.; OF TUKWILA 33 Y / o 30 �� MAY 20 .- z ) JURISDICTKIN APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING 8 CONSTRUCTION / �// / / >> F PERMIT CENTER _ nom, / / / I ( ��y;,�,, 4 fy rc EXISTING TREE (TYP.ff: SHEET TITLE SITE PLAN / - )\\ ) ( —) ' - — — a•— -- — i i �K1 o d'� �' ..:i.>3 'PROPERTY / LINE:.OT S 160TH ST: _ - - SHEET NUMBER 0111 A \� "-- / - _ _ - —0 rifi to SITE PLAN 70* 0 35' 70. SCALE: 1' =70'-0" (24x90) (OR) 1/2" a 70'-0" (11x17) EXISTING CHAINLINK FENCE EXISTING ACCESS GATE (TYP) LEXISTING PARKING 7 LOT X EXISTING BOLLARD (TYP) X X X X X LEXISTING RAW LAND 7 X X X 45'Lon EXISTING COMPOUND EXISTING 85.9' HIGH MONOPOLE X X X X • EXISTING EQUIPMENT PAD — BY OTHER 0 0 x x X 1 1 1 1 /1 r I X LANDLORD SIGNATURE amp EXISTING TREE (TYP.) DISCLAIMER THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY LINES, EASEMENTS, AND SETBACKS SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. TAEC DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES. EASEMENTS, ROADS AND SETBACKS. EXISTING/ NEW T -MOBILE ANTENNA AREA, FOR ANTENNA PLAN SEE: smii/- S�OtO� 1 V 1 I o 0 x EXISTING/ NEW T -MOBILE EQUIPMENT AREA, FOR EQUIPMENT PLAN SEE: NEP REVIEWED FOR CODE COMPLIANCE APPROVED JUL 17 2017 City of Tukwila BUILDING DIVISION o EC V f CITYY Tli�`TIV IL ENLARGED SITE PLAN 0 1' 2' 4' SCALE: 114' .1%0" (24x36) (OR) 1/8" 1'-O (11x17) 1 !EXPIRES 1I/2p18 1 R IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. T • •Mobile• 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 TechnologyAssoclates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. 103 SEATTLE, WA 98108 TechnologyAssociates ARCHITECTURE & ENGINEERING 3111 CAMINO DEL RIO NORTH, STE. 400 SAN DIEGO, CA 92108 0//295017 ISSUED FOR 1001CD REVIEW A 0/575017 ISSUED FOR 90% PCD REVIEW REV DATE DESCRIPTION MGM BY SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S. TUKWILA, WA 98188 MONOPOLE JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAMS USE DEPARTMENT FOR BUILDING d CONSTRUCTION SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER A-2 ,, I'L'C®"V NOTE: 1. ANTENNA CLEARANCE AND MOUNTING TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION WITH FINAL ANTENNA SPECIFICATIONS, MOUNTING HARDWARE, AND RF DESIGN. 2. REFER TO FINAL CONFIGURATION ANTENNA SCHEDULE ON SHEET RF -1. 3. EXISTING ANTENNAS BY OTHER CARRIERS ARE NOT SHOWN FOR CLARITY. TOWER: FINAL EQUIPMENT INVENTORY '� 0/1 I.. . R '� c 4 0 4 (. ` 427 111 . T SCOPE OF WORK QUANTITY TECHNOLOGY MANUFACTURER MODEL DIMENSIONS (LxWxD) WEIGHT (LBS) EXISTING TO REMAIN (1) ANTENNA ANDREW TMBXX-8516-R2M(QUAD) 60.1' x 6.6" x 3.3' 34.8 EXISTING TO REMAIN (1) ANTENNA ANDREW SBNHH-1D45C HEX 95.9" x 18" x 7.0" 79.6 LANDLORD SIGNATURE �� �l P BEG�Op EXISTING TO REMAIN (3) RRU NOKIA FRIG 23.81"x 17.24" x 7.60" 57.10 �®RI141+ �' EXISTING TO REMAIN (3) RRU NOKIA FRLB - - EXISTING TO REMAIN (3) RRU NOKIA FHFB 23.0' x 12.6"x 7.8" 48.5 I EXPIRES 11/1.018 I EXISTING TO REMAIN (12) DIPLEXER COMMSCOPE ECC7920-VPUB • 7.6" x 7.3" x 2.8' 7.9 IT IS AEIOUTI0 0 LAW FOR ANC PER SO N, ESSTHEY R ACTINO UNDER THE DIRECTION OF A LICLICENSEDD PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. EXISTING TO REMAIN (2) TMA ANDREW ETT19V2S12UB 9.4" x 7.3" x 3.5" 13.9 IT • .} 4 Ii1 e. 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 EXISTING TO REMAIN (1) COVP RAYCAP RNSNDC-7771-PF-48 20.22" x 18.86" x 7" 20 EXISTING TO RELOCATE (2) ANTENNA ANDREW SBNHH-1D45C HEX 95.9' x 18" x 7.0" 79.8 EXISTING TO RELOCATE (4) TMA ANDREW ETT19V2S12UB 9.4" x 7.3" x 3.5" 13.9 ADD NEW (4) ANTENNA ANDREW HBXX3319DS-A2M (QUAD) 57.0" x 22.2" x 4.9" 38.1 Technology Associates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. 103 SEATTLE, WA 98108 ADD NEW (2) RRU NOKIA FRIG 23.81" x 17.24" x 7.60" 57.10 ADD NEW (2) RRU NOKIA FHFB 23.0" x 12.6" x 7.8" 48.5 ADD NEW (8) DIPLEXER COMMSCOPE ECC1920-VPUB 7.6" x 7.3" x 2.8" 7.9 ADD NEW (1) COVP RAYCAP RNSNDC-7771-PF-48 20.22" x 18.86" x 7" 20 PEVI CC 1 EWPD rr p (1) PLATFORM MOUNT MTS LP301 -1 12.5' FACE WIDTH 1588'5 W/OUT ICE TechnologyAssociates ARCHITECTURE & ENGINEERING 3111 CAMINO DEL RIO NORTH, STE. 400 SAN DIEGO, CA 92108 CODE COMPLIANCE APPROVED JUL 11 X011 s .1. �+ AI City of �`4- e NEW T -MOBILE FRIG MOUNTED BEHIND ANTENNA - (1 PER SECTOR. SECTOR E & D, 2 TOTAL) W "^° 4'� 0 04/282017 ISSUED FOR 100%CD REVIEW MGM `/ C �i BUILDING I Y I S Ty P �NEW T -MOBILE (HBX%3119DS-A2M) ANTENNA e �% �P (1 PER SECTOR, SECTOR A, C, D & E, 4 TOTAL) NV A 041572017 ISSUED FOR 90% PCD REVIEW X5 REV DATE DESCRIPTION BY 9 . " YE, - EXISTING T -MOBILE DIPLEXERS (4 PER SECTOR, 3 SECTORS, 12 TOTAL) SE03024B LEWIS AN D CLARK MONOPOLE 15820 PACIFIC HWY S. /��1I /� �I�'\yr IL/'1, WA 98188 MONOPOLE EXISTING T -MOBILE (TMBXX-8516-R2M) ANTENNA ' (1 PER SECTOR, SECTOR A & C, 2 TOTAL) TO BE REMOVED /F ,11INI c EXISTING T -MOBILE (MICROWAVE) ANTENNA Ank NEW T -MOBILE (HBXX3119DSA2M) ANTENNA �.c (1 PER SECTOR, SECTOR A, 1 TOTAL) Ur (1 PER SECTOR, SECTOR A, C, D a E, 4 TOTAL)•7, 4 O RELOCATED ) �c Qr ��a .o. C EXISTING T -MOBILE DIPLEXERS (4 PER SECTOR, 3 SECTORS, 12 TOTAL) TO REMAIN ! �� 'e \ NEW T -MOBILE (ECC1920-VPUB) DIPLEXERS (4 PER SECTOR, SECTOR D & E, 8 TOTAL) O NEW T ' !'��� ,!,,L'!'� @i �` Pte0.c0,' ;. \ EXISTING T -MOBILE (SBNHH-1D45C) ANTENNA -MOBILE (LP301-1)ANTENNA �,;,;;�;;';�!��; ' PLATFORM MOUNT WITH HANDRAIL EXISTING T -MOBILE (SBNHH-11745C) ANTENNA : PER SECTOR, SECTOR A 8 C, 2 TOTAL) y lI ,� J�(•. / (1 PER SECTOR, SECTOR A & C, 2 TOTAL) RELOCATED �` 1�� 1 �1 I EXISTING T -MOBILE (MICROWAVE) ANTENNA (1 PER SECTOR, SECTOR A. 1 TOTAL) • TO BE RELOCATED (1 - EXISTING T -MOBILE TMA (2 PER RELOCATED SECTOR, SECTOR A & C, 4 TOTAL) EXISTING ,, ► ', EXISTING T -MOBILE DIPLEXERS (9--/ EXISTING T -MOBILE TMA (4 PER SECTOR, 3 SECTORS, 12 TOTAL) "'FFF (2 PER SECTOR, SECTOR A & C. 4 TOTAL) TO REMAIN % ,. TO BE RELOCATED , ► ....111 86.9' HIGH MONOPOLE \ EXISTING T -MOBILE DIPLEXERS h 7 � (N)"D" SECTOR @ 90° '7' , /�' (4 PER SECTOR, 3 SECTORS, 12 TOTAL) •" © NEW T WITH 5 • "-^� NEW T -MOBILE (ECC1920-VPUB) DIPLEXERS ill '_` - EXISTING T -MOBILE (S BNHH-1 D45C)ANTENNA 44A (1 PER SECTOR, SECTOR A & C, 2 TOTAL) " N. ► �,. , TO BE RELOCATED WI -MOBILE COVP NEW PIPE MOUNT d PER SECTOR, SECTOR D 8 E, 8 TOTAL 1 ON TOWER, 1 IN EQUIPMENT AREA, 2 TOTAL \ �, :t ::=_. ( ) Ur nr ( ), e `. ^: ;:.. NEW Tf4081LE (HB%%3119DS,A2M) ANTENNA glik "�_� '•=_:; EXISTING 98.8' HIGH MONOPOLE > \1T EXISTING T -MOBILE FHFB (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO REMAIN LE RSECT 1 ,SEC 2M) ;, =' =;, NEW ANTENNA (1 .. O •-1"% ' ��'' ,-- -.' (1 PER SECTOR, SECTOR A, C, D 8 E, 4 TOTAL) IZIF ANTENNA(1 PER SECTOR, SECTOR A, %jl ?����%�✓�;y;��:q% :; �� C, D & E, 4 TOTAL) r �; ri NEW T MOBILE FHFB MOUNTED BEHIND ANTENNA© - �• (1 PER SECTOR, SECTOR E & D, 2 TOTAL) � W EXISTING T -MOBILE TMA (2 PER SECTOR,SECTOR B. 2 TOTAL) TO REMAIN 1/7. EXISTING T -MOBILE COVP (1 ON TOWER, 1 IN EQUIPMENT AERA, 2 TOTAL) TO REMAIN EXISTING T -MOBILE TMA PER SECTOR, SECTOR B, 2 w, 447, TOTAL) im (2 J �Y EXISTING T -MOBILE (fMBXX-6518-R2M) ANTENNA (�11 Hol EXISTING T -MOBILE FHFB " (1 PER SECTOR. 3 SECTORS, 3 TOTAL) EXISTING T -MOBILE (SBNHH-1045C) ANTENNA -q (1 PER SECTOR, SECTOR B, 1 TOTAL)` TO REMAIN /� EXISTING T -MOBILE FRIG (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO REMAIN .' {� (1 PER SECTOR, SECTOR B, 1 TOTAL) EXISTING T -MOBILE (SBNHH-1 D45C) ANTENNA (1 PER SECTOR, SECTOR B, 1 TOTAL) EXISTING T -MOBILE FRLB (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING T -MOBILE COVP 1 RECE1 (1 ON TOWER, 1 IN EQUIPMENT AERA, 2 TOTAL) XI ING T -MOBILE DIPLEXERS g CITY OF "Mk' 6EDTQR.3 SECTORS. I2 TOTAL) A� # MAY 3 0 2011 m CENTER `©�� EXISTING T -MOBILE FRLB - EXISTING T -MOBILE DIPLEXERS (1 PER SECTOR, 3 SECTORS, 3 TOTAL) (4 PER SECTOR, 3 SECTORS, 12 TOTAL) TO REMAIN TO REMAIN , � I JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDINOACONSTRUCTION EXISTING T -MOBILE (TMBXX-6516-R2M) (1 PER SECTOR, SECTOR B, 1 TOTAL) TO REMAIN ,, I m lipPERMIT ANTENNA SHEET TRLE ANTENNA PLANS SHEET NUMBER A... 3 ANTENNA PLAN (EXISTING) 0 �• Z• 3• SCALE: 378" 1'-0" (24x36) ANTENNA PLAN (FINAL) _ 0 �. 2. $, SCALE: 378" = 1'-0" (21:36) ® (OR) 9N6"x,,-0.(1x77) 1 ® (OR) 3/,6"=, o"(„x,71 2 GROUND: FINAL EQUIPMENT INVENTORY ,{y� SCOPE OF WORK QUANTITY TECHNOLOGY MANUFACTURER EQUIPMENT MODEL DIMENSIONS (LxWxD) WEIGHT (LBS) CABINET TYPE (EQUIPMENTO) CABINET QUANTITY LANDLORD SIGNATURE EXISTING TO REMAIN (1) BASEBAND NOKIA ESM& 5.25" x 18.9" x 18.28" 24.28 FCOA (1) EXISTING TO REMAIN (3) BASEBAND NOKIA FSMF 5.2" x 11.78" x 18.8" 41.9 FCOA (1) EXISTING TO REMAIN (1) BASEBAND NOKIA FBBC - - FCOA (1) - -- - -- EXISTING TO REMAIN (1) BASEBAND NOKIA FXFB 5.2.- x 19.4' x 22.1" 55.1 FCOA (1) EXISTING TO REMAIN (1) BASEBAND NOKIA FSME 5.2-x 11.78-x 15.8- 41.9 FCOA (1) EXPIRES 11 ,jp/g t EXISTING TO REMAIN (1) BASEBAND NOKIA FBBA - - FCOA (,) RISA VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. EXISTING TO REMOVED (3) BASEBAND NOKIA FRIA 5.2" x 11.78" x 15.8" 55.1 FCOA (1) MT • •Mobile°• 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 ADD NEW (2) BASEBAND NOKIA FBBC - - FCOA (1) ADD NEW (1) BASEBAND NOKIA FRIE .Y 5' 8 17.6" 8 15.6" 55.1 FCOA (1) ADD NEW (2) BASEBAND NOKIA FSMF 5.2" 8 11.76" 8 16.6" 41.9 FCOA (1) ADD NEW (1) COVP RAYCAP RNSNDC-7771-PF-48 20.22"x18.86" X7" 20 ICE BRIDGE POST (1) Technology%Associates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. 103 SEATTLE, WA 98108 - 'i - REVIEWED FOR CODE COMPLIANCE APPROVED L JUL 201Z TechnologyAssociates ARCHITECTURE & ENGINEERING 3111 CAMINO DEL RIO NORTH, STE. 400 SAN DIEGO, CA 92108 �/� 4 ° ° EXISTING C ° o ° ° ° ° EXISTIN^ H FRAME ° C H -FRAME 4 c C j D ° -"--- - - - City of Tukwila ° ° — Z EXISTING ICE BRIDGE — ° o g �� I¢�t I[� : 1 $N`7 LJIVISION 6 ¢Pat° ._._ ._- (2 TOTAL) 5e Q 0 04/28/2017 ISSUED FOR 100%CA REVIEW MGM 4 0 o ° EXISTING TRANSFER SWITCH& LOAD CENTER o e ° ° ° -1-' -� "_ -°--- A awrz01 ISSUED FOR 90% PCD REVIEW XS EXISTING TRANSFER SWITCH& LOAD CENTER o 4 0 ° A o "s _- o ° o D c o ° F1 __ 4 -. __- 0. REV DATE DESCRIPTION BY — o ° L Fi .�y a - C\ ° SE03024B LEWIS AN D CLARK MONOPOLE 15820 PACIFIC HWY S. TUKWILA, WA 98188 MONOPOLE C L J� EXISTING TELCO , - \ TELCO ENCLOSURE ° e A ° EXISTING EQUIPMENT CABINET g __ — _- _ EXISTING T -MOBILE COVP (1 ON TOWER, 1 IN EQUIPMENT AERA, 2 TOTAL) TO REMAIN ENCLOSURE „ o A ° EXISTINGEXISTING EQUIPMENT CABINET = _ __ _ --- EXISTINGOWEMOBILECOUP (1 ON TOWER, 1 IN EQUIPMENT AERA. 2 TOTAL) TO REMAIN o oC . EXISTING GENERATOR ° - °C 6 EXISTING GENERATOR RECEPTACLE RECEPTACLE - Q o ° _ DUIPMENT PAD n o ° 0 ° p 4 �> C4 ° _ ^ -LT _ -r,4� 'C • a I— AC ° _ ° C '�•/ EXISTING EQUIPMENT 3. NEW T -MOBILE COVP (70NTOWER, IINEQUIPMENT AREA, 2TOTAL) w ° ' EXISTING° E.9- _- _ •I--_ c ° EQUIPMENT m CABINET _ Dgas Q j n ° /�� CABINET _ != _ w 4 ° r 02// 8 ° I ° ° - — N °'n 8 ° C � ° n Op 0 EXISTING EQUIPMENT CABINET n ° ° ° o C ° B "/5 C o / 4 I i EXISTING EQUIPMENT CABINET ° 4 ° " D EXISTING CONCRETE PAD o 0 ° o EXISTING CONCRETE PAD > ° c LL - o a �� 4 P / I I ° ° 4 C / / l` I 1 ° ° o C 5 G ° '' 0 0/ 4 �._-_-.T I EXISTING I I EQUIPMENT I I CABINET 1 ° C 4 o o EXISTING T -MOBILE EQUIPMENT CABINET (3) FRIA TO BE REMOVED D - ° G ° ° ° 1 ° I EXISTING 1 1 EQUIPMENT 1 I CABINET I 4 C n o 0 EXISTING T -MOBILE EQUIPMENT CABINET INSTALL NEW (2) FBBC, (1) FRIE, 8 (2) FSMF ° L1.ffi 1L_ -_-J C W WY V ° e > o Ao p° 04 ° __f ° ° o C o a.. > A ° I� V L.. CITY OF TUKWILA 10'-0' �. 10.0. P'tAY 30 2011 STAMP DEPARTMENT FOR LAND USE TMENT FOR BUILDING 8 CONSTRUCTION DEPARTMENT EXISTING EQUIPMENT PAD /' r►'I ©� EXISTING EQUIPMENT PAD PERMIT CENTS 0.1% \ SHEET TITLE EQUIPMENT PLANS SHEET NUMBER A..3 1 EQUIPMENT PLAN .SCALE: o s® 1/2" a 1'-0" (24x96) EQUIPMENT PLAN (FINAL) ,SCALE: o s® CAL 1/2" 1•-0" (24x98) (EXISTING) (OR) „4"x,. -0"(„x,7) 1 „4..,-0.,,,x,,, 2 DISCLAIMER: ��" - ��:♦, �'. EXISTING T-MOBILE FRIG (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO REMAIN 1. EXISTING UPPER COLLAR MOUNTS TO BE FIELD VERIFIED' FOR SAFETY CLIMB OBSTRUCTION. EXISTING T-MOBILE FRIG (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING T-MOBILE FRLB (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO REMAIN TOP OF EXISTING LIGHTNING ROD FOR OBSTRUCTIONS ISSUES, COLLAR MOUNT IS TO BE ROTATED FOR ACCESSIBLE SAFETY CLIMB. EXISTING T-MOBILE FRLB (1 PER SECTOR, 3 SECTORS, 3 TOTAL) - ING LIGHTNING ROD �#L1 LANDLORD SIGNATURE OF EXISTGL ELEV.. 104.7 AGL 4I TOP OF EXISTING T-MOBILE ANTENNAS 2. IF SAFETY LINE IS OBSTRUCTED. SITE MAY REQUIRE MAN UFT OR Y ELE • TOP OF EXISTING T-MOBILE ANTENNAS y ELEV. 100.8'AGL N. CRANE. W' ELEV. 100.8' AGL \ L y� RAD CENTER OF EXISTING T-MOBILE ANTENNAS 3. CAPACITY OF THE TOWER TO SUPPORT RAD CENTER OF EXISTING T-MOBILE ANTENNAS ii'� YYYY ELEV. 98.3'AGLELE.98.3'AGL \ l':1 OBE PROPOSED LOADS IS TO DETERMINED BV OTHERS. \ NEW T-MOBILE(LP301-1) ANTENNA PLATFORM MOUNT WRH HANDRAIL TOP OF EXISTING MONOPOLE TOP OF EXISTING MONOPOLE O ELEV. 96.9'AGL / - `yl; - , - ELEV. 98.9'AGL _ „• _Ai mar RAD CENTER OF EXISTING T-MOBILE ANTENNAS / 40ELEV.96.8'AGL I� ■: OKI EXISTING T-MOBILE (TMBXX-8516-R2M) ANTENNA I EXPIRES 1 1',�p/g I RAD CENTER OF EXISTING T-MOBILE ANTENNAS T.A(-W EXISTING T-MOBILE (TMBXX-8518-R2M) ANTENNA 0 ELEV. 98.8' AGL B (1 PER SECTOR, SECTOR . 1 TOTAL) TO REMAIN IT M A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY OF A LICENSED ARE ACTING L UNDER EEE, TO ALTER PROFESSgNAL ENGINEER, TO ALTER TNIS DOCUMENT. I (1 PER SECTOR, SECTOR B,1 TOTAL) l-I EXISTING T-MOBILE (SBNHH-1D45C) ANTENNA EXISTING T-MOBILE DIPLEXERS (4 PER SECTOR, 3 SECTORS, 12 TOTAL) TO REMAIN EXISTING T-MOBILE (SBNHH-1D45C) ANTENNA EXISTING T-MOBILE DIPLEXERS (4 PER SECTOR, 3 SECTORS, 12 TOTAL) Ti • ■Mobile°� 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 (1 PER SECTOR, SECTOR B, 1 TOTAL) TO REMAIN 1:0 /'� EXISTING T-MOBILE FHFB (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO REMAIN (1 PER SECTOR, SECTOR B. 1 TOTAL) k1(v1 ^ EXISTING T-MOBILE FHFB (1 PER SECTOR, 3 SECTORS. 3 TOTAL) EXISTING T-MOBILE ANTENNA MOUNT TO BE REMOVED 8 REPLACED EXISTING T-MOBILE COVP (1 ON TOWER, 1 IN EQUIPMENT AERA, 2 TOTAL) TO REMAIN EXISTING MICROWAVE BY OTHERS (TYP) NEW 7-MOBILE COVP WITH NEW PIPE MOUNT (1 ON TOWER, 1 IN EQUIPMENT AREA, 2 TOTAL) irk IV EXISTING T-MOBILE COVP (1 ON TOWER, 1 IN EQUIPMENT AERA, 2 TOTAL) EXISTING MICROWAVE BY OTHERS (TYP) TechnologyAssociates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. 103 SEATTLE, WA 98108 TechnologyAssociates ARCHITECTURE & ENGINEERING 3111 CAMINO DEL RIO NORTH, STE. 400 SAN DIEGO, CA 92108 REVIEWED FOR 1 CODE COMPLIANCE 0 0628/2017 ISSUED FOR 100%CD REVIEW MGM V EXISTING ANTENNA BY OTHERS TYP ( ) V EXISTING 98.9' HIGH MONOPOLE ^ `�- EX A■ ■ ■ `O - `VTYp ) JUL 17 2017 A 04817/2017 ISSUED FOR 90% PCD REVIEW XS REV DATE DESCRIPTION BY SE030246 LEWIS AN D CLARK MONOPOLE 15820 PACIFIC HWY S. TUKWILA, WA 98188 MONOPOLE EXISTING 98.9' HIGH MONOPOLE ------1/-- ------1/-- NEW T-MOBILE MID CAP HCS CABLE (11257(1 TOTAL) City of Tukwila DIVISION —A,__. —1/—BUILDING RECEIVED CITY OF TUKWILA MAY 30 2011 PERIWITECENTER EXISTING — ,—'— :. EXISTING ACCESS GATE (TYP) —,•� 9 A • j 1 9 / ICE BRIDGE (2 TOTAL) . JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING 8 CONSTRUCTION lit hll t _ 4�•'•••• ''':'�''IC -.+- �.�'. RV... vv 1 •� ' EXISTING CHAINLINK SHEET TITLE ELEVATIONS p O`•`�••� O••�•40.1 ��. :`....vV IIS 1Y1 , S Se4 - t�•v� 1{ I II I�•�''v. 1III�•' O�t•O!*d >9�I1 p•.•'. p`� �i'1 SSO4�1{ V 01 I:.. 4 Lid (If �, > � .L• �� EXISTING CHAINLINK FENCE 4 •>••>�I Op>�S�q❖:I� >.>:. p >O i.>,•>'•• '."•.�N�.SRd1 a III Hy :b I� v.,t•� .� 1 4yI A i R `' •Ir `. 11 > c•;91 FENCE FENCE �I FINISH GRADE •v, 4�'v fvt•-�- ��I;-.� ISI°> l v.�.-> +•P 196 ,v�>,NI 4 •. il�ll�•>ill ... y 0 >d qi� I I��I III1 , >, 1 > -��>( w 4v S'.S. '�' Sl F > FINISH GRADE .i.•.L' O44 •••••: # 4`13'[ .:14,awry EXISTING BOLLARD (TYP) :1; TV Y ELEV. 0'-0' REF ,CINS�Y \; \ /��/\\3„."\\\/\\/V„'” , \ \\,,\/,(,,," <2 .,..;,,\'>,.., ,,,,, \�\\K„/\-K\ >v�/�.`‘'...\.W&v.›, C�V!,c�//�,,,,„ vA,;AA:y c'./, o / i/i /iii, Y�A�Vv�AAi • / ELEV. 0'-0° REF }\j//i\��\� jj/ \�\\i\\\//�%\�</A/,'>/\>\ \j�\/��\ �\//T//\ • y�� Zs/ ,A, /�i,• \Y v>���A /iTi�ii�� \��\�/\ V SHEET NUMBER A.114 SOUTHWEST ELEVATION 0 1.5' 3' S. SCALE: 3/16" .1,0" (24x36) SOUTHWEST ELEVATION 0 1.5' 3' $' SCALE: 3,16' 1'4' (24x36) (EXISTING) ® (OR) 3,32-.1'-0-(,1x17, 1 (FINAL) ® (OR) 3/32"m V-0(„x,� 2 TOP OF EXISTING LIGHTNING ROD DISCLAIMER: , "-,I �'®J�� 1 I wit, I ®V i I r S'•' , �`', TOP OF EXISTING LIGHTNING ROD 1. EXISTING UPPER COLLAR MOUNTS TO BE FIELD VERIFIED FOR SAFETY CLIMB OBSTRUCTION.• q ELEV. 104.7' AGL OT -MOBILE ANTENNAS FOR OBSTRUCTIONS ISSUES, COLLAR MOUNT IS TO BE ROTATED FOR ACCESSIBLE SAFETY CLIMB. ELEV. 104.7' AGL d TOPOF NG & NEW T -MOBILE ANTENNAS LANDLORD SIGNATURE �® �' +, • '_- IV Z et +� �T l ELEV. 10 8' ATIC'NG \ 2. IF SAFETY LINE IS OBSTRUCTED, q OX8AT \ EXISTING T -MOBILE ANTENNAS - 1-1 SITE MAY REQUIRE MAN LIFT OR d RAD CENTERAGL OF NEW T -MOBILE ANTENNAS ELEVC98,3' AGLF \ - - TOP OF EXISTING MONOPOLE I 13. '� 1 1 5 CRANE. CAPACITY OF THE TOWER TO YyI \ - - r� y 7 d TOP OF EXISTING MONOPOLE NEW T -MOBILE FRIG MOUNTED BEHIND ANTENNA • ELEV. 96.9' AGL , - i - 1 SUPPORT PROPOSED LOADS IS TO BE DETERMINED BY OTHERS. q ELEV. 98.9' AGL ., (1 PER SECTOR, SECTOR E 8 D, 2 TOTAL) �iD�® �.'r �i�. ,._Ili— y �. RA4D CENT—ER OF EXISTING T -MOBILE ANTENNAS I® I' ' ■_ © � RAD CENTER OF EXISTING T -MOBILE ANTENNAS / I.. �'I �I:i I - ELEV. 98.8' AGL S 1 EXISTING T -MOBILE (SBNHH-1045C) ANTENNA / PER SECTOR, SECTOR & C, 2 TOTAL) EXISTING T -MOBILE (TMBXX3516-13516ANTENNA (1 PER SECTOR, SECTOR A 8 C, 2 TOTAL) TO BE REMOVED j ELEV. 98.8' AGL , ,� 1 1 EXPIRES 111/418 NEW T -MOBILE FHFB MOUNTED BEHIND ANTENNA (1 PER SECTOR, SECTOR E 8 D. 2 TOTAL) © WY NEW T -MOBILE (HBXX3119DS-A2M) ANTENNA (1 PER SECTOR, SECTOR A. C, D 8 E. 4 TOTAL) � IV ( EXISTING T -MOBILE DIPLEXERS IT ISA VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. (1 A TO BE RELOCATED EXISTING T -MOBILE DIPLEXERS (4 PER SECTOR, 3 SECTORS, 12 TOTAL) TO REMAIN ■ 19807 ■ ■ ■ ■ Mobile° NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 EXISTING T -MOBILE FRLB (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO REMAIN EXISTING T -MOBILE ANTENNA MOUNT TO BE REMOVED 8 REPLACED NEW T -MOBILE (ECC1820-VPUB) DIPLEXERS (4 PER SECTOR, SECTOR D 8 E, 8 TOTAL) ak (4 PER SECTOR, 3 SECTORS, 12 TOTAL) W NEW T -MOBILE COVP WITH NEW PIPE MOUNT (1 ON TOWER, 1 IN EQUIPMENT AREA, 2 TOTAL) © EXISTING T -MOBILE FRIG (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO REMAIN EXISTING MICROWAVE BY OTHERS (TYP) EXISTING T -MOBILE FRLB (1 PER SECTOR, 3 SECTORS, 3 TOTAL) IV Technology Associates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. 103 SEATTLE, WA98108 EXISTING T -MOBILE (SBNHH-1D45C) ANTENNA (ELOCATED 1 PER SECTOR, SECTOR A & C, 2 TOTAL) EXISTING T -MOBILE FRIG (1 PER SECTOR, 3 SECTORS, 3 TOTAL) NEW T -MOBILE (LP301-1) ANTENNA PLATFORM MOUNT WITH HANDRAIL 0 w EXISTING MICROWAVE BY OTHERS (TYP) TechnologyAssociates ARCHITECTURE & ENGINEERING 3111 CAMINO DEL RIO NORTH, STE. 400 SAN DIEGO, CA 92108 *i. 1EWE ! V EXISTING ANTENNA BY OTHERS (TYP) -0- EXISTING -T- I EXISTI -)FOR CODE• COMPLIANCE0 APPROVED JUL 17 2017 1 04282017 ISSUED FOR 100%CD REVIEW MGM A 04'972017 ISSUED FOR 00% PCA REVIEW XS REV DATE DESCRIPTION BY SE03024B LEWIS AN D CLARK MONOPOLE 15820 PACIFIC HWY S. TUKWILA, WA 98188 MONOPOLE EXISTING 98.9' HIGH MONOPOLE 98.9' HIGH MONOPOLE NEW T -MOBILE MID CAP HCS CABLE 41:51(1 TOTAL) J City of Tukwila _—.._ .�. `� —. -_•— —.•—• -•.—•—.EXISTING BUILDING DIVISION •--_. •-.•—.• -- —.•_-' •-..—•—•—:�:.^:-1_ RECEIVED CITY PERMIT OF TUKWILA MAY 30 2017 CENTER ' JURISDICTION APPROVAL STAMP DEPARTMENT FOR LANG USE DEPARTMENT FOR BUILDING 6 CONSTRUCTION EXISTING CHAINLINK FENCE FINISH GRADE :.v:� ��:•,• i'•••,•.• O�. •Dy.4••� Cs. w 6.i+.�ae y:�4�.e•:. y --ry".��. e■.• R�.• °@�.:•���o 'Z'•.p�F'••'•�• �. �- S• v:-G*:::�:':•y. �:,� • •!•��:�:•'�••"•��,,0:,�, :y.,o;,:;:. oti.• b .. .•2�✓C.0• •-•-:o •. -•.h�- :�;�°�' e.:�%:�:•�•!��•���f:•,��.�,�� .4 , .,..,.,•_��,e:+.oii•,P4••% ;a.��i°,.-•.::::r:,l� vr• �•,5��. SOS . �:•••��••• •.� ••. y� k w �e.•:SA�rd�:.::❖:o:':�.:• :�-.:•.- ^ti - .:L:•. :•: x5: �V •�S�.,••�:••�• •:❖:':❖:•::44. ooF •'w 11� : •^ ;a-,w�• �F `°•�.•,'� �� �1 s [[[�v�v�v� EXISTING CHAINLINK FENCE . +�: •.� ,�.:` 4:•O •ii•��Si:�:V:•:�i:•' •�4,••J '. •.+44 .A • , ••p•'0:�:�• ,., �.••`4 I�❖p�•'••6••h0 :�••. � `'.,�..'.•�'• :❖�.:�.g.,r y'S ' �v�d:•' ldv.:.30°•sc��Cv:::::L .r''O.o•,5�13�.>:rw.• •••:�y:•, •�iS•••••i:•: �O: ':'�•�aIpIIA ::••'•':O:•4, -U. o• ...o,t _ ,:f�• �::•,�• •'i''�::• • • .•.'pOO4 &S., .;.&,.e . .�„g•,:<E.��•:• OJ a � _ __ _. _ SHEET TITLE ELEVATIONS IF`ti �:��-�w��r�:.:•.o d�`.���•'�.d1�,v �. � ;r' �,o`••,`� � •:S�w,,,, a:.-.5,.,. p050h`5 �r❖�y:�:•' IAj�,•`,✓�a'or:2oo E ^�y ❖:•:y:•: ayti� w�Pf�o•,A, �,•�A J4�'•� FINISH GRADE ... ELEV. 0'-0' REF ELEV. 0'-0' REF SHEET NUMBER A-5 -,_ 0 1.5' 3' S' CAL E: 3,18^ r-0^ (4:3B, scALz NORTHWEST ELEVATION 0 1.5' 3' S' SCALE: 3,18^ .1'4" (24:36) NORTHWEST ELEVATION (EXISTING) ® 3/32-�,-0^(24483 1 (FINAL) ® (OR) 3,32-.,.-0"(111L17) 2 FSMF NOKIA SIEMENS NETWORKS: FRIE ANDREW: E15S08P77 / ECC1920-VPUB ANDREW HBXX-3319DS-A2M DIMENSIONS, HxWxD: WEIGHT: Mme p...4.40,-,jaMdrY Finked.' Rt CR a��i ff2 5.7 x 11.76' x 16.6 41.916 P�.IIp�p� r ITOu�I MOW TW01Y Wants IST Ex7 .,. . T., /�,_ PSI ea -�---'-...''....7"'.."...'"111,64-4:1- PROPERTY: 3 -SECTOR RF MODULE HEIGHT: 5.2' WIDTH: 17.6' WIDTH W/ COVERS: 19.3' DEPTH: 15.6' DEPTH W/ COVERS: 22" WEIGHT W/ CORE, FANS, 8 CASING: 55.I Iba 17.6' ECC1920-VPUB(MATERIAL ID): E15S08P77 COLOR: GRAY CONNECTOR INTERFACE: 7-16 DIN CONNECTOR INTERFACE STYLE: LONG NECK DIMENSIONS (DXHXW): 2.8'X7.6'X7.3" WEIGHT: 7.9LBS HARDWARE MATERIAL: HOT DIP GALVANIZED a '/, -• i ' RADOME COLOR: LIGHT GRAY DIMENSIONS, HxWxD: 57.0' x 22.2' x 4.9' (1448 x 564 x 125 mm) NET WEIGHT: 38.1 Ib 171 ( k8) - ,_ i- • `` _�- • lifilifiliSlaggjninn c���t[ i� VA +EXPIRES iIJ l$ 111.. )IIS HI._ ;' — 1611111 11118188 1 ♦/A �f# ... BLOW H 1�� PERSPECTIVE VIEW: OP4R3' iD>LQ12 . �.ADS„Fx_ b o I ♦ O •�\/ '� r 0 �)� m L� �QY� RisAVN)LATM)N OF LAW FOR ANY ON OF .UNLESS THEN' ARE ACTINO UNDER 'ME DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. O . • T i • •Mobiles• 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 49 1 • • _ 6�..]Imaliai, nu En !T MTT TTTIT N II IL !Lill 1 ltl la Vlci, Ill Ii��IJCI 11f1 rl it PLAN VIEW �'2 Li I'rI� • _ ,�,. Teehnology4Assoclates pNwMARKET OFFICE 650 SOUTH ORCAS STREET, STE. 103 SEATTLE, wA98108 PERSPECTIVE VIEW: SCALE SCALE DIPLEXER SCALE ANTENNA SPECIFICATIONS SCALE N.T.S.1 FSMF N.T.S. 10 FRIE N.T.S. 7 N.T.S. 4 MTS: 12.5' CO -LOCATIONAL PLATFORM W/ HANDRAILS (LP 301-1). RAYCAP COVP (RNSNDC-7771-PF-481 FRIG WITH SOLAR SHIELD AND MOUNTING BRACKETS: CROWN MOUNT IDENTIFICATION: MOUNT TYPE: MANUFACTURER: MOUNTING FRAME DESIGNATION: MOUNT INCLUDES: (4) (EPA)A: MOUNT WEIGHT: ' +R. LP 301-1 LOW PROFILE PLATFORM MTS NON-SECTORIZED MOUNTING PIPES HANDRAILS ROUND MEMBERS WITHOUT ICE: 30.10 WITH 1!Y ICE: 40.80 WITHOUT ICE: 1588.5LBS 004 • - • ,,� PERSPECTIVE PER SECTOR SG.FT. SOFT. / WITH 1/2' ICE: 2029.18LBS \ �� I% 1 �I I{ l' 1�` 1 -.` VIEW 'COVP TO BE MOUNTED VERTICALLY DIMENSIONS: HEIGHT: 20.27 WIDTH: 18.88- DEPTH: r ONLY 7' DIMENSIONS: HEIGHT: 23.81' WIDTH: 1724' DEPTH: 7.60' WEIGHT: 57.10 LBS 7.60' /� AASociates TechnologyAss ARCHITECTURE & ENGINEERING 3111 CAMINO DEL RIO NORTH, STE. 400 SAN SAN DIEGO, CA 92108 4, 'I 1 , , . Iii\ , , , Imo- j 3I a • = i , ��� o o ■ t r -s—= r�..._.._� 0 01284017 ISSUED FOR 10O%CD REVEW MOM _.�.._ _ ._ I IL� 18.66' I. R -'• I 1 Q I N ==I A 04472017 ISSUED FOR SO%PCD REVIEW XS 17.24' REV DATE DESCRIPTION BY CI O PLAN VIEW PLAN VIEW c.. -=�c� r--� SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S. TUKWILA, WA 98188 MONOPOLE _ -- " ' FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW SCALE SCALE COVP SCALE FRIG SCALE NOT USED N.T.S. 9 MOUNT SPECIFICATIONS N.T.S. 8 N.T.S. 5 N.T.S. 2 BASEBAND SUB -MODULE: FBBC (PCS, U1900+L1900) - FHFB DL SPEED: 450 Mb4/a RP3/OBSAI: 4UL SPEED: X6GbiVa (ONLY PORTS ONE AVAILABLE IN RL60) IVEDD RF MODULE TYPE: R■RRHH. 1 NIIR E}/�r. TUKWILA DIMENSIONS, HxWxD: 2JIIIUN1[.6-ic 7.8V ■ (WITHOUT BRACKETS) WEIGHT: 48.5 15' (MOUNTED WEIGHT) MAY 30 2011 PERMIT CENT - %% t REVIEWED FOR CODE COMPLIANCE JUL 17 2011 • Cityof Tukwila BUILDING DIVISION "Ii.. - will.., - L! - 'fix JURISDICTION APPROVAL STAMP DEPARTMENT FOR UNDUSE DEPARTMENT FOR WRONG IS CONSTRUCTION ..._ DC IN _ RF1 RF2 BB EX RF3 r SR10/RF4 m n 178 1 SHEET TITLE DETAILS PERSPECTIVE VIEW: 1 _ _ 12.0' SHEET NUMBER A 6 f f J PLAN VIEW SIDE VIEW FRONT VIEW PERSPECTIVE VIEW: SCALE SCALE SCALE SCALE - NOT USED N.T.S. 9 NOT USED N.T.S. 9 FBBC N.T.S. 6 FHFB N.T.S. v • ELECTRICAL GROUNDING SPECIFICATIONS inswe mIli114 1I�M.� :�� I' �T- t GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE CURRENTLY IN EFFECT FOR THE AUTHORITY HAVING JURISDICTION. 2. ALL GROUNDING DEVICES SHALL BE U.L. LISTED FOR THEIR INTENDED USE. 3. GROUND WIRES SHALL BE TINNED 62 AWG BARE SOLIDCOPPER UNLESS OTHERWISE NOTED. 4. CONNECTIONS OF ALL GROUND WIRES TO THE GROUND RING SHALL BE EXOTHERMIC_wowink (CAD -WELDED), UNLESS OTHERWISE NOTED. AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND T -MOBILE WIRELESS BROADBAND STANDARDS. 5. GROUNDING CONDUCTORS SHALL BE ROUTED ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE. WHEN REQUIRED. GROUND LEADS SHALL BE BENT TOA MINIMUM OF 8" RADIUS. B. WHERE GROUND WIRES ARE ROUTED FROM ANY CONNECTION ABOVE GRADE TO THE GROUND RING. INSTALL WIRE IN 3/4" HEAVY WALL LIQUID TIGHT FLEXIBLE CONDUIT FROM CONNECTION POINT TO 5" BELOW GRADE AND SEAL THE TOP WITH SILICONE SEALANT. 7. ALL GROUND BARS SHALL BE TINNED, 1/4" COPPER, SECTOR BARS 2". COLLECTOR AND MGB BARS 4", OF SUFFICIENT LENGTH TO ACCOMMODATE ALL REQUIRED CONNECTIONS WITHOUT DOUBLING LUGS, AND EACH INSTALLED WITH ISOLATORS. WHEN CONNECTING GROUND BARS (WITHIN 10 DE) DIRECTLY TO THE GROUND RING, FEET OF 2 EA. 62 OLID DOWNLEADS SHALL BE CAD -WELDED TO THE GROUND BAR, 1 AT EACH OPPOSITE BOTTOM CORNER, AND EACH SHALL RUN IN 3/4" HEAW WALL LIQUID TIGHT FLEXIBLE CONDUIT FROM GROUND BAR DOWN TO THE GROUND RING. WHEN CONNECTING SECTOR GROUND BARS, DAISY -CHAIN THE GROUND BARS AND RUN 1 EA. 62 AWG STRANDED COPPER WIRE WITH THWN INSULATION FROM THE MIDDLE GROUND BAR TO THE GROUND RING AND CAD -WELD TO THE RING. 8. WHEN ATTACHING STRANDED GROUND LEADS TO THE GROUND BARS, 2 HOLE COMPRESSION LUGS SHALL BE USED, PROTECT WITH WEATHERPROOF HEAT SHRINK. AND WITH A THIN COAT OF "KOP'R SHIELD" OR EQUIVALENT PROPERLY APPLIED AND ATTACHED ONLY WITH STAINLESS STEEL HARDWARE. 9. WHEN GROUNDING EQUIPMENT ENCLOSURES, PANELS, FRAMES, AND OTHER METAL APPARATUS. INSULATION S8 AWG SHALLEDUIRE ILIZI THWN SHALL BE ATTACHED UTILIZING A 2 ALBEDED ATTACHED HOLE COMPRESSION TYPE LUG, PROTECTED WITH WEATHERPROOF HEAT A CLEAN AND CORROSION FREE METALLIC SURFACE UTILIZING STAINLESS STEEL SELF -TAPPING SCREWS AS NOTED IN NOTE 10 BELOW. 10. PREPARE ALL BONDING SURFACES FOR GROUND CONNECTIONS BY REMOVING ANY AND ALL PAINT AND CORROSION TO SHINY METAL. FOLLOWING CAD -WELDED CONNECTIONS TO NON -COPPER SURFACES, APPLY ONE COAT OF ANY ANTI -OXIDIZING PAINT, "COLD GALV" ORS EQUIVALENT,' 11. GROUND RODS SHALL BE COPPER -CLAD STEEL 5/8"x10', SPACED NO LESS THAN 10' ON CENTER. 12. ALL GROUND SYSTEM CONDUCTORS AND CONDUITS SHALL BE SECURED UTILIZING ONLY NONMETALLIC,LAS,BR NON-CONDUCTIVE, OR SUPP, R RATED CLAMPS, BRACKET, AND OR SUPPORTS. 13. WHEN REQUIRED, THE CONTRACTOR SHALL ENGAGE THE SERVICES OF AN INDEPENDENT TESTING FIRM TO VERIFY, UTILIZING A MEGGER TEST, THAT THE RESISTANCE TO EARTH OF THE NEW GROUND SYSTEM IS EQUAL TO OR LESS THAN 5 (OHMS). A COPY OF THE COMPLETE TESTING REPORT SHALL BE PROVIDED TO THE T -MOBILE REPRESENTATIVE. 14. ALL MATERIALS AND HARDWARE SHALL BR C WITHWORKMAN-LIKE MANNER IN ACCINSTORDANCE RECOMMENCE WITH MANUFACTURER'S RECOMMENDATIONS, AND DEFINED IN NFPA-70 AND APPROVED BY A,H,J, a ° °�_�_ �� ° D o o D ° ° o C. °— d - B ww W1��riNEMIIM E_�= ���= '�� LANDLORD SIGNATURE e e ° o °MEER ��!!�� METE ��n ' �° o D a q ®�j4j, l ow o G s Ai "' NEW 106 AWO FROM COVP TO (E) GROUND BAR (TYP.) gur = ° a °\a o 1�m C�5 =amu ��A ���� i � 'EXPIRES 1I ,Zp/$ I RISA VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING L UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. — ° e .=.2 =, wr-^ w= I • 19807 • MObil /�• ■ ■ ■ • C ■ NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 ap ° / n °� iii■i i= o / a ° �' n D REQ' Lxj !,4. 1 ] / c i�a� o QI a- ° , • - Ell 0 0/ D / D, o '" ° / 0 4 o LI o ° ° o p NEW M6 AWO FROM FBBC, FRIE & FSMF a TO (E) GROUND BAR (TYP.) Technology DAssociates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. 103 SEATTLE, WA 98108 n F ! 0 �' D D a 6/ o ° ° o / o r -- _ 1 1 I 1 1 1 o °a ° ° e D o P ° 4 L --_—J D , wM p Technology DAssociates ARCHITECTURE & ENGINEERING 3111 CAMINO DEL RIO NORTH, STE. 400 SAN DIEGO, CA 92108 m — _ ° a ° D a o e °o D ° D .: ' /. i ©�J EQUIPMENT GROUNDING SCALEI /� N.T.S.` 0 00282047 ISSUED FOR 100%CD REVIEW MGM {. .i• /y�,+°�• i Q AI A 04070017 ISSUED FOR 90% PCD REVIEW xs REV DATE DESCRIPTION BY SE03024 B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S. TUKWILA WA 98188 0 MONOPOLE ,) Y,'�Q•/% NEW Y8 AWO FROM ANTENNA TO (E) SECTOR GROUND BAR (TYP.) Ur / 4 Al ti(:: � n ,,, „:WC.Pf]R� 1•, NEW 66 AWG FROM FRIG 'r " : : J TO (E) SECTOR GROUND BAR (TYP.) ® : V NEW IY6 AWG FROM FHFB © / /. " h a \ �"'L' `11AOi"' ' �' '' S TO (E) SECTOR GROUND BAR (TYP.) iggr ..` ;� ,Q NEW 68 AWG FROM DIPLEXER All /O �� O TO (E) SECTOR GROUND BAR (TYP.)NW , n / �• \ `2 I . - \ 1 •�/ / `i ..1 � ``'� -` u c' \I .��ta • '" � '• irk LEGEND © NEW 66 AWG FROM COVP 1/91Ti NEW MECHANICAL LUG lil m■A:■ CONNECTION (TYP.) NV TO 1E) SECTOR GROUND BAR (TYP.) •. ® �>< .i IT Ir �( 1 -_ (E) SECTOR GROUND BAR Irk RECEIVED (FIELD VERIFY LOCATION) ® CITY OF TUKWILA (TYP) SEPARATE MAY 30 2017 PERMIT ANpPLANS APPROVAL PERMIT CENT ` 1►►♦ (©� - REQUIRED . ■ EXOTHERMIC CONNECTION JURISDICTION APPROVAL STAMP DEPARTMENT BUIFORLAN00SE DEPARTMENT FOR fiURDINGSCONSTRUCTpN • MECHANICAL CONNECTION Elm EQUIPMENT GROUND BAR SHEET TITLE GROUNDING GGROUNDBAR REQUIRED) #2AAWG #2 AWG GROUND LEAD REQUIRED) +(� 4 (ASS NATE: ' 1. CONTRACTOR TO REPLACE ALL MISSING GROUND BARS AND GROUNDING CONNECTIONS AS REQUIRED. SHEET NUMBER G.1 NOTES & LEGEND SCALE SCALE N.T.S. 1 ANTENNA GROUNDING N.T.S. 3 • NOTES: �y ��� �IIII�=,gip pa `�� 4•61%;;-- P/V' III TYPE HS TYPE 2-YA-2 TYPE XA TYPE YA-2 TYPE GT NEW FRIE, FSMF, COVP, AND FBBC 1. PROVIDE NO -OX GREASE AT CONTACT�`���® EXISTING #6 AWG STRANDED Cu WIRES TO EXISTING EQUIPMENT GROUNDING KIT: #6 AWG STRANDED Cu SURFACE BETWEEN LUG AND GROUND BAR WIRE WITH GREEN, 600V, THWN INSULATION 2. CONTRACTOR WILL VERIFY BUSS BAR �, ,� I ® ��II '�.I r 5., I • �'0 CO ''W' Z J' 0,0,11.004 1 �' — �" 7 OR BLACK — "' — GROUNDING TO THE TOWER OR RING. "' 3. GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC CONNECTION. TYPE TA TYPE VN TYPE NC TYPE SS TYPE GY EXISTING %NAL, 0 O 00000000000000000000 00000000000000000000 O O O O O O O 0 O O O O O O O O O 0 0 O\ O O O O O O O O O O O O O O V O O1:1.:1 0 O MAIN GROUND BAR ,J .... 4�� TYPE W TYPE VS I[p^//`'■■■ ;t, U v TYPE VB I` TYPE PT TYPE GR I EXPIRES 1112.00/8 UNLESSIT IS A VIOLATION OF LAW FOR ANY PERSON. THEY PROFESSIONALIENG NEER TIO ALTER THIS DOCUMEN T • ■Mobile.• 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA98011 CROWN CASTLE TOWER ALL EXISTING & NEW TOWER DIRECTLY TO THE TOWER DRILLING PERMITTED. EXISTING TWO -HOLE LUG, BOLTED TO GROUND BAR USING 3/8'-16 x 1 1/4'STAINLESS STEEL HEX UNIT BOLTS AND HARDWARE. `- GROUNDING: GROUND BARS SHALL BE ATTACHED WITHOUT ISOLATORS. NO WELDING OR HOME RUN GROUND(S) TO BE REMOVED. EXOTHERMIC WELD --J •� EXISTING (2)#2 AWG SOLID TINNED BARE Cu WIRE --" TO EXISTING GROUND RING NOTE: ERICO EXOTHERMIC 'MOLD TYPES"SHOWNHERE ARE EXAMPLES. CONSULT WITH PROJECT MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. Technology Associates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. 103 SEATTLE, WA 98108 SCALE MAIN GROUND BAR SCALE SCALE 1 NOT USED N.T.S. O N.T.S. 4 EXOTHERMIC WELDING N.T.S. WEATHERPROOFING 3" 12' TO 24' NOTES: WIRE SIZE BURNDY LUG BOLT SIZE 1. ALL HARDWARE LOCK STAINLESS HARDWARE BOLTS, WASHERS SHALL STEEL. ALL ARE TO NUTS, BE BE AS KIT (SEE NOTE 3) ANTENNA CABLE MIN. CABLE CONNECTOR ' M Technology Associates & ENGINEERING 3111 CAMINO DEL RIO NORTH, STE. 400 SAN DIEGO, CA 92108 #8 AWG GREEN INSULATED YA6C-2TC38 3/8' - 16 NC S 2 BOLT FOLLOWS: WASHER, BOLT, FLAT GROUND BAR, #2 AWG SOLID TINNED YA3C-2TC38 3/8' - 16 NC S 2 BOLT GROUND LOCK LUG, FLAT WASHER AND WASHER, NUT. a�—I■ sARCHITECTURE f #2 AWG STRANDED YA2C-2TC38 3/8' - 16 NC S 2 BOLT 2 COPPER SHIELD. ANTIOX, CR #2/0 AWG STRANDED YA28-2TC38 3/8' • 18 NC S 2 BOLT NO -OX BE PLACE DISSIMILAR OR EQUIVALENT WHERE ALL METALS SHALL CONNECT. CABLE GROUND KIT #6 AWG STRANDED Cu WIRE WITH GREEN, 600V,THWN INSULATION OR BLACK (GROUNDED TO GROUND BAR) ANTENNA AND/OR GPS CABLE #4/0 AWG STRANDED YA28-2N 1/2" - 16 NC S 2 BOLT 3. ALL LUGS ARE TO BE INSTALLED MANUFACTURER'S PER HEAT SHRINK SPECIFICATIONS. (CLEAR HEAT SHRINK INDOOR & BLACK HEAT SHRINK OUTDOOR) 4. ALL LUGS BURNDY GROUND LUG INSPECTION (SEE TABLE FOR SIZE AND MODEL) [C� MUST HAVE WINDOWS. BURNDY GROUND 0 04262017 ISSUED FOR 100%CD REVIEW MGM CONNECTION A 04/072017 ISSUED FOR 90% PCD REVIEW XS NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT TYPE SHALL BE APPROVED BY TMO PRIOR TO INSTALLATION 3. WEATHERPROOFING SHALL INCORPORATE PPC WEATHERPROOFING TAPE KIT, COLD SHRINK SHALL NOT BE USED. REV DATE DESCRIPTION BY NUT (TVP) LOCK WASHER (TYP.) — — '� (SEE TABLE FOR AND MODEL) BARE WIRE TO LUG SIZE BE SE03024B LEWIS AN D CLARK MONOPOLE 1TUKNOTES: 5820 88 MONOPOLE nM FLAT WASHER '•�I (TYP.)— — IM 1 2 NO -0X AT BOTH ENDS — vn n.1 GROUNDING CONDUCTOR GROUND BAR FLAT WASHER BOLT (TYP.) (TYP) NOT NOT USED N.T.S.SAL 11 USED N.T.S.SCALE 8 CABLE GROUNDING N.T.S.SC 5 MECHANICAL LUG N.T.S.SCALE 2 TUKWiLARECEIVED SEPA TCITY OF RA PERMITAEND MAY30 2057 APPROVAL REQUIRED RMIT CENTER 1. PROVIDE NO -OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR 2. CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. 3. GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC CONNECTION. ANTENNA, FRIG, FHFB, COVP, HANDRAIL KIT, AND PLATFORM, AND DIPLEXERS GROUNDING KIT: #6 AWG STRANDED Cu WIRE WITH GREEN, 600V,THWN INSULATION OR BLACK -- -- -- — — — — — TWO -HOLE LUG, BOLTED TO GROUND BAR USING 3/8'-16 x 1 1/4' STAINLESS — STEEL HEX UNIT BOLTS AND HARDWARE. oO O 0 OOQ OOOO 0 © vi 0 0 0 0 O O O O O O O O O 00000 QOO O0-0 O�^^ FEXISTING 4'7 2"1 /4" THK., TINNED GROUND BAR ON WALL, FLOOR OR ON ANTENNA TOWER CTgNJURISDICTION APPROVALSTAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING SCONSTRU SHEET TITLE GROUNDING DETAILS CROWN CASTLE TOWER GROUNDING ALL EXISTING TTO &NEW TOWER H GROUND BARS S.SHALL DIRECTLY TO THE TOWER WITHOUT ISOLATORS. NO DRILLING PERMITTED. EXISTING HOME RUN GROUND(S) --I�� — E WELDING EXOTHERMIC WELD EXISTING #2 AWG SOLID TINNED BARE Cu WIRE TO EXISTING TOWER GROUND BAR OR MAIN GROUND BAR NED OR OR TO BE REMOVED. SHEET NUMBER Gm2 SCALE SCALE USED SCALE SCALE NOT USED N.T.S. Z NOT USED N.T.S. 9 NOT N.T.S. 6 SECTOR GROUND BAR N.T.S. 3 LANDLORD SIGNATURE TOWER: FINAL EQUIPMENT INVENTORY ANTENNA SCHEDULE -FINAL CONFIGURATION ®NAL SCOPE OF WORK QUANTITY MANUFACTURER DIMENSIONS WEIGHT SECTOR POSITION EXISTING/ ANTENNA RAD DIMENSIONS WEIGHT TRANSMISSION CABLE TECHNOLOGY MODEL (LxWxD) (LBS) (COLOR) NEW, MANUFACTURER ANTENNA MODEL PORT AZIMUTH CENTER (LxWxD) (LBS) QTY. LENGTH SIZE TYPE ,!EXPIRES 11 2.018 EXISTING TO REMAIN (1) ANTENNA ANDREW TMBXX-6516-R2M(QUAD) 60.1"x6.6"x3.3" 34.6 At NEW ANDREW HBXX-3319DS-A2M QUAD 30• 88.3' 57.0"X222"X4.9" 38.1 (2) 15' - FIBER JUMPER IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTINO UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. EXISTING TO REMAIN (1) ANTENNA ANDREW SBNHH-1D45C HEX 95.9" x 18" x 7.0" 79.8 ALPHA(RED) RELOCATED ANDREW SBNHH-1D45C HEX 60' 96.8' 95.9"X 18'X 7.0" 79.6 (4) 120' 7/8"0 COAX : 19807 : • •Mobile0■ NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 EXISTING TO REMAIN (3) RRU NOKIA FRIG 23.81-x17.24'x7.80- 57.10 (1) 15' - FIBER JUMPER EXISTING TO REMAIN (3) RRU NOKIA FRLB - - B7 EXISTING ANDREW TMBXX-6516-R2M QUAD 200' 98.3' 60.1' X 6.6' X 3.3' 34.8 (2) 15' - FIBER JUMPER EXISTING TO REMAIN (3) RRU NOKIA FHFB 23.0' x 12.8' x 7.8" 48.5 BETA (GREEN) g EXISTING ANDREW SBNHH-ID45C HEX 200' 96.8' 95.9' X 18' X 7.0' 79.6 (4) 120' 7/8"0 COAX EXISTING TO REMAIN (12) DIPLEXER COMMSCOPE ECC1920-VPUB 7.8" x7.3' x2.8" 7.9 (1) 15' - FIBER JUMPER - Technology Associates PNW MARKET REEICE 650 SOUTH ORCAS STREET, STE. 103 SEATTLE, WA98108 EXISTING TO REMAIN (2) TMA ANDREW ETTI9V2S72UB 9.4' x 7.3' x 3.5' 13.9 G7 NEW ANDREW HBXX-3319DS-A2M QUAD 260' 98.3' 57.0" X 22.2" X 4.9" 38.1 (2) 15' - FIBER JUMPER EXISTING TO REMAIN (1) COVP RAYCAP RNSNDC-7771-PF-48 20.22'x18.88"x7" 20 GAMMA (BLUE) 13 RELOCATED ANDREW SBNHH-i D45C HEX 310" 96.8' 95.9'X18'%7.0' 79.6 (4) 120' 7/8"0 COAX EXISTING TO RELOCATE (2) ANTENNA ANDREW SBNHH-1D45C HEX 95.9' x18" x 7.0" 79.6 (1) 15' FIBER JUMPER EXISTING TO RELOCATE (4) TMA ANDREW ETT18V2S12UB 0.4" x 7.3" x 3.5" 13.9 DELTA O NEW ANDREW HBXX-3319DS-A2M QUAD 90' 98.3' 57.0"X222" X 4.9" 36.1 (2) 15' - FIBER JUMPER ADD NEW (4) ANTENNA ANDREW HBXX-3319DS-A2M (QUAD) 57.0" x 22.2" x 4.9" 38.1 (YELLOW) TechnologyAssociates ARCHITECTURE & ENGINEERING 3111 CA SAN DEL RIO NORTH, STE. 400 SAN DIEGO, CA 92108 ADD NEW (2) RRU NOKIA FRIG 23.81"x17.24"x7.80" 57.10 EPSILON Ei NEW ANDREW HBXX-33190S-A2M QUAD 340' 98.3' 57.0"X22.2"X4.9" 38.1 (2) 15' - FIBER JUMPER ADD NEW (2) RRU NOKIA FHFB 23.0" x 12.6" x 7.8" 48.5 (WHITE) ADD NEW (8) DIPLEXER COMMSCOPE ECC1920-VPUB 7.6" x 7.3" x 2.8" 7.9 NOTE: ADD NEW (1) COVP RAYCAP RNSNDC-7771-PF-48 20.22'818.86" x7" 20 1. ANTENNA CLEARANCE AND MOUNTING TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION WITH FINAL ANTENNA SPECIFICATIONS, MOUNTING HARDWARE, AND RF DESIGN. 2. CD IS BASED ON REDS VERSION) 2.2 DATED: 01/032017. ADO NEW (1) PLATFORM MOUNT MTS LP301 -1 12.5' FACE WIDTH 15885 W/OUT ICE ANTENNA AND COAX GENERAL NOTES: 0 04580017 ISSUED FOR 100%CD REVIEW MGM A 04070017 ISSUED FOR 90%PCD REVIEW XS REV DATE DESCRIPTION BY V`^ V{E0^0^L4 �L••(7 LEWIS AN D CLARK MONOPOLE 820 PACIFIC HWY S. 15 5I � I UI\YY/VIII ILA, WA 98188 MONOPOLE 1. ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BE FURNISHED BY T -MOBILE AND INSTALLED BY CONTRACTOR. 2. COAX COLOR CODING: ANTENNAS TO BE NUMBERED IN A CLOCKWISE MANNER FROM TRUE NORTH AND COLOR CODED AS FOLLOWS. 3. THE ABOVE COAX COLOR CODING APPLIES TO SECTORIZED SITES. FOR OMNI SITES. USE THE ATO. BTO, & GTO COLOR CODES ONLY. 4. COAX SHALL 8E TAGGED WITH COLOR CODING AT (2) PLACES USING 1' WIDE WEATHER PROOF COLORED VINYL TAPE AT THE FOLLOWING LOCATIONS: •61- AT ANTENNA CONNECTION • #2 - AT ENTRY TO EQUIPMENT CABINET 5. RUN COAXIAL CABLE WITH MINIMUM 12' SLACK & 12' FROM EDGE OF EQUIPMENT CABINETS, ACROSS WAVE GUIDE BRIDGE (IF APPLICABLE), UP TO TOWER LEG (IF APPLICABLE), & DISTRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL A MINIMUM OF (3) GROUND KITS PER COAXIAL CABLE ACCORDING TO ELECTRICAL DRAWINGS. VERIFY NUMBER OF ANTENNAS, CABLE. & CABLE DIAMETER WITH PROJECT MANAGER. 8. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHER PROOFED. 7. CONTRACTOR TO DIP CABLES AND JUMPERS WHERE NECESSARY. 8. TAGGING: • ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR. • COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE. (NOT TO INTERFERE WITH WEATHERPROOFING.) 9. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 3'-0" ON CENTER. CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED TO MEET THIS REQUIREMENT. 10. VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAP MOVES WATER AWAY FROM CONNECTION (STEP 9). 11. PROVIDE HEAT SHRINK IN PLACE OF TAPE FOR QUAD POLES AND TMA'S. HEAT SHRINK SHALL BE "CANUSA' WITH ADHESIVE. LL • !- -'d ELECTRICAL TAPE: TAPE 3 LAVERS WITH 2' AND 3 LAYERS IN 3/4" TAPE (ALL WITH MINIMUM 50% I )II . 11.1 I OVERLAP). ALL TAPE ENDS SHALL BE CUT (DO NOT �1 ' . IL i CONNECTORS (TVP.) ELECTRICAL TAP C BUTYL TAPE (ALSO KNOWN SEAEECH). COAT WITH 3M SCOTCHKOTE SPRAY (1 LAYER) AS MASTIC, TAFFY TAPE) SEALER ' }� /� V p� El ■ 1 1 2 2 4 4 1 1 RECEIVED E{ EI libm JURISDICTION APPROVAL STAMP FOR !AND USE FOR BUILDING B CONSTRUCTION T - - - ��III _ �1/ I Y i i� V FM.++ FF.. Y I I I(( _'� Y O ����'��DEPARTMENT CITY \mitr ._,-► 11. T T 1 = 1_,- L.__� i l _ _ _ T ti s T - �, _ ___ = T r-� _'' T -1 ti I _ I iYY. ` Y YDEPARTMENT I I SHEET TITLE RF DETAILS STEP 1 :: STEP 2 --- -J STEP 3 -- _lT=_�__� -- SEPARATEMAY STEP 4 30 2017 PER�'TAN COAXIAL CABLE WEATHERPROOFING (� ❑(J 4 CENTER PL�RIIUI' CEIV E,.R SHEET NUMBER RF -1 0 1 APPROVAL REQUIRED RF DETAILS SCALE N.T.S. 1 � ® Q�"jjlll a� LANDLORD SIGNATURE r x,1,0 I; tttt ;0I 1. Alan, 4"0 oar r. ,maylx bq • A•:•a UC1.1 woof - R Go- .,tea DA 4.•.d L1. '_µ: 5o..:... r—~ 4 •JY2-Y .--- H 2. 1 (EXPIRES 1112.0/$ IT IS A VIOLATION OF ARE ACTING UNDER PROFESSIONAL ENGINEER, LAW OR ANY PERSON, UNLESS THEY THE DIRECTION OF A LICENSED TO ALTER THIS DOCUMENT. ■i ■ • ■ 19807 NORTH BOTHELL, CREEK ■ PARKWAY NORTH WA 98011 f A4/S•tSII. ,. S:S• - ' 1,R A YIS•PCS• UR ,K,,.r: Mobile® TI. , w•S Ac: .'_ I i MIS PCS j npe y i®i•i� := Y' � LATS PCS 7110'-. *eta,. AI+•w4 u,v LIZ 0.110 it ? " '" " ' TechnologyAssoclates PNWMARKETOFFICE 650 SOUTH ORCAS STREET, STE. 103 SEATTLE, WA 98108 • c s g�ir,' r� ;7 f _ 1 ��'a'. I r t 1 g AAA` o o • T - I , f 1 L? "�' �' TechnologyAssociates ARCHITECTURE 6 ENGINEERING 3111 CAMINO DEL RIO NORTH, STE. 400 SAN DIEGO, CA 92108 I `I _ ` "", _i jj t i t' `;'' ! 1. 1 �- J AW 1YA L .. I L L Ca G. i L. - Il I—. 1 �a _ J , � 117 MS NM MI Tat, !� 1.. _�ft-� ill ATMA j t � ! � ':. _•-- -ISCII- 3!FRIO � •117=— - - 11! Me (•Vi: ITINIE ,: lei--1! _ -- ME MIS -... 0 01282011 ISSUED FOR 1009140 REVIEW MGM f — _ !!•� (Alpha)-Eripie !�I I -� 1FRIG ''.^ A 0,.070017 ISSUED FOR 90% PCO REVIEW XS �' ' -� REV DATE DESCRIPTION BY i.., :" SE030246 LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S. TUKWILA, WA 98188 MONOPOLE \ 1 .1%1 14 ' ,.. ` ` a , �` . ; . _ r • Or u ill L1 u.0 ....,. '" ...'..`" ',.'., . fit: ! – 1 L\ 1- ,.. ..: JURISDICTION APPROVAL STAMP DEPARTMENT DEPARTMENT FOR BUILDING 8 CONSTRUCTION _ _ . - -'i - _ __ .. f SHEET TRLE RF DIAGRAM - C! L ,,. , . .w M r.1JJ 1 a — J SHEET NUMBER RF-2 t _ RF DIAGRAM SCALE N.T.S. Date: May 16, 2017 Katie Stana Crown Castle 2055 S. Stearman Drive Chandler, AZ 85286 (602) 845-1747 Subject: Carrier Designation: Crown Castle Designation: REVIEWED FOR 'CODE COMPLIANCE APPROVED 1JUL 17 2017 City of Tukwila BUILDING DIVISION Structural Analysis Report T -Mobile Co -Locate Carrier Site Number: Carrier Site Name: FILE GPD GROUP Professional Corporation 520 S Main St. Suite 2531 Akron, OH 44311 (216) 927-8663 dpalkovic@gpdgroup.com Crown Castle BU Number: Crown Castle Site Name: Crown Castle JDE Job Number: Crown Castle Work Order Number: Crown Castle Application Number: Engineering Firm Designation: GPD Project Number: Site Data: Dear Katie Stana, SE03024B Lewis and Clark Monopole 825363 Lewis and Clark Monopole 435072 1404353 386621 Rev. 5 2017777.825363.07 15820 Pacific Hwy. S., Tukwila, WA 98188, King County Latitude 47°27'44.95'; Longitude -122° 17' 17.99" 95.5 Foot — FWT Monopole Tower We are pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 1036269, in accordance with application 386621, revision 5. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC5: Existing + Proposed Equipment Sufficient Capacity Note: See Table I and Table II for the proposed and existing/reserved loading, respectively. This analysis has been performed in accordance with the 2015 International Building Code based upon an ultimate 3 -second gust wind speed of 110 mph converted to a nominal 3 -second gust wind speed of 85 mph per section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category C and Risk Category II were used in this analysis. Additionally, seismic forces have been evaluated based on Site Class D with spectral response factors of SS of 1.480 and Si of 0.554. We appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. Structural analysis prepared by: Caleb Dobay Respectfully submitted by: John N. Kabak, S.E. Washington #: 50892 EXP 01/16/19 5/16/2017 RECEIVED CITY OF TUKWILA MAY 302017 PERMIT CENTER 520 South Main Street . Suite 2531. Akron, Ohio 44311 . 330-572-2100. Fax 330-572-2101 . www.GPDGroup.com GPD Group, Professional Corporation 95.5 Ft Monopole Tower Structural Analysis Project Number 2017777.825363.07, Application 386621, Revision 5 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2 - Existing and Reserved Antenna and Cable Information Table 3 - Design Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 4 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 5 - Section Capacity (Summary) Table 6 — Tower Components vs. Capacity 4.1) Recommendations 5) DISCLAIMER OF WARRANTIES 6) APPENDIX A tnxTower Output 7) APPENDIX B Base Level Drawing 8) APPENDIX C Additional Calculations tnxTower Report - version 7.0.7.0 May 16, 2017 CCI BU No 825363 Page 2 95.5 Ft Monopole Tower Structural Analysis Project Number 2017777.825363.07, Application 386621, Revision 5 1) INTRODUCTION May 16, 2017 CCI BU No 825363 Page 3 The existing 95'-6" monopole has two major sections connected by a slip joint. It has 12 sides and is evenly tapered from 37.001" (flat -flat) at the base to 12.000" (flat -flat) at the top. The structure is galvanized and has no tower lighting. This tower is a 95.5 ft monopole tower designed by FWT INC. in October of 1996. The tower was originally designed for a wind speed of 85 mph per TIA/EIA-222-E. 2) ANALYSIS CRITERIA This analysis has been performed in accordance with the 2015 International Building Code based upon an ultimate 3 -second gust wind speed of 110 mph converted to a nominal 3 -second gust wind speed of 85 mph per section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category C and Risk Category II were used in this analysis. Seismic loading was taken directly from TIA-222-G in accordance with the 2015 International Building Code. In accordance with the code provisions, wind loading and seismic loading were not applied concurrently and seismic forces have been evaluated based on Site Class D with spectral response factors of Ss of 1.480 and Si of 0.554. The wind loading case will control. Refer to Appendix C for seismic calculations. Table 1 - Proposed Antenna and Cable Information Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) Note 93.0 96.0 8 Andrew ECC1920-VPUB 2 Nokia FRIG 2 Nokia FHFB 93.0 4 Andrew HBXX-3319DS-R2M 1 Platform Mount [LP 301-1] 92.0 92.0 1 Raycap j TME-RNSNDC-7771-PF-48 1 1-1/4 ' 1 otes 1) See Appendix B for the proposed coax layout. tnxTower Report - version 7.0.7.0 95.5 Ft Monopole Tower Structural Analysis Project Number 2017777.825363.07, Application 386621, Revision 5 Table 2 - Existing and Reserved Antenna and Cable Information May 16, 2017 CCI BU No 825363 Page 4 Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) Note 94.0 97.0 1 Jaybeam Wireless A-18A24E-C 12 3 96.0 3 Com mscope SBNHH-1D65C 1 Andrew ! TMBXX-6516-R2M 6 Andrew ETM19V2S12UB 19 7/8 2 12 Andrew ECC1920 VPUB 3 Nokia FRLB 3 Nokia FRIG 2 Andrew TMBXX-6516-R2M 1 94.0 3 12' Curved T -Arm 1 11/4 4 92.0 94.0 1 Nokia TME FRIG 1 3 Nokia 1 TME-FHFB 2 92.0 1 Raycap TME-RNSNDC-7771-PF- 48 1 Side Arm Mount [SO 102- 3] 82.0 86.0 1 Radiowaves SP2-5.8 1 1/4 5 82.0 1 � Pipe Mount [PM 601-1] 58.0 58.0 3 KMW Comm ET-X-WM-18-65-8P 3 1-1/4 3 j RFS Celwave APXVRR13-C-A20 3 Samsung Telecom 2.5GHz RRH-V3 3 Samsung Telecom RRH-P4 3 Samsung Telecom OPTIC FIBER JUNCTION CYLINDER 3 Samsung Telecom POWER JUNCTION CYLINDER 1 T -Arm Mount [TA 602-3] Notes: 1) Equipment to be removed, not considered in the analysis. 2) Existing equipment to be relocated to the proposed mount at the 93' level with a centerline of 96'. 3) Existing equipment to be relocated to the proposed mount at the 93' level with a centerline of 93'. 4) Existing feedline to be relocated to 92' level. 5) Abandoned equipment, considered in the analysis. Table 3 - Design Antenna and Cable Information Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) 95 95 1 10' LP Platform 12 DB978 77 77 1 10' LP Platform 12 DB978 70 70 1 4' HP Dish 50 50 1 2' HP Dish tnxTower Report - version 7.0.7.0 95.5 Ft Monopole Tower Structural Analysis Project Number 2017777.825363.07, Application 386621, Revision 5 3) ANALYSIS PROCEDURE Table 4 - Documents Provided May 16, 2017 CCI BU No 825363 Page 5 Document Remarks Reference Source GEOTECHNICAL REPORTS ADaPT Job #: WA98 1012, dated 4/14/1998 3451350 CCISITES TOWER FOUNDATION DRAWINGS Spearman Engineering Project #: 98-05.17, dated 4/17/1998 5398760 CCISITES TOWER FOUNDATION MAPPING Tower Engineering Professionals Job #: 123949, dated 6/25/2012 3568106 CCISITES TOWER MANUFACTURER DRAWINGS FWT Job #: 11853, dated 7/24/1996 5398745 CCISITES TOWER MAPPING Tower Engineering Professionals Job #: 123949, dated 6/19/2012 3568110 CCISITES 3.1) Analysis Method tnxTower (version 7.0.7.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. This analysis may be affected if any assumptions are not valid or have been made in error. GPD Group should be notified to determine the effect on the structural integrity of the tower. tnxTower Report - version 7.0.7.0 95.5 Ft Monopole Tower Structural Analysis Project Number 2017777.825363.07, Application 386621, Revision 5 4) ANALYSIS RESULTS Table 5 - Section Capacity (Summa May 16, 2017 CCI BU No 825363 Page 6 Section No. Elevation (ft) Component Type Size Critical Element P (K) SF'P_allow (K) % Capacity Pass I Fail L1 95.5 - 46.0833 Pole TP25.131x12x0.1875 1 -7.92 913.00 73.6 Pass L2 46.0833 - 0 Pole TP37.001x23.8703x0.25 2 -14.09 1714.11 73.0 Pass Summary ELC: I Load Case 5 Pole (L1) 73.6 Pass I Rating = 73.6 , Pass Table 6 - Tower Component Stresses vs. Capacity — LC5 Notes Component Elevation (ft) % Capacity Pass / Fail 1 Anchor Rods 0 50.6 j Pass 1 Base Plate 0 29.2 ' Pass Base Foundation Structure 0 47.3 Pass 1 Base Foundation Soil Interaction 0 26.4 Pass Structure Rating (max from all components) = 73.6% Notes: 1) See additional documentation in "Appendix C — Additional Calculations" for calculations supporting the % capacity consumed. 4.1) Recommendations The existing tower and its foundation are sufficient for the proposed loading configuration and do not require modifications. tnxTower Report - version 7.0.7.0 95.5 Ft Monopole Tower Structural Analysis Project Number 2017777.825363.07, Application 386621, Revision 5 5) DISCLAIMER OF WARRANTIES May 16, 2017 CCI BU No 825363 Page 7 GPD has not performed a site visit to the tower to verify the member sizes or antenna/coax loading. If the existing conditions are not as represented on the tower elevation contained in this report, we should be contacted immediately to evaluate the significance of the discrepancy. This is not a condition assessment of the tower or foundation. This report does not replace a full tower inspection. The tower and foundations are assumed to have been properly fabricated, erected, maintained, in good condition, twist free, and plumb. The engineering services rendered by GPD in connection with this Structural Analysis are limited to a computer analysis of the tower structure and theoretical capacity of its main structural members. No allowance was made for any damaged, bent, missing, loose, or rusted members (above and below ground). No allowance was made for loose bolts or cracked welds. This analysis is limited to the designated maximum wind and seismic conditions per the governing tower standards and code. Wind forces resulting in tower vibrations near the structure's resonant frequencies were not considered in this analysis and are outside the scope of this analysis. Lateral loading from any dynamic response was not evaluated under a time -domain based fatigue analysis. GPD does not analyze the fabrication of the structure (including welding). It is not possible to have all the very detailed information needed to perform a thorough analysis of every structural sub -component and connection of an existing tower. GPD provides a limited scope of service in that we cannot verify the adequacy of every weld, plate connection detail, etc. The purpose of this report is to assess the capability of adding appurtenances usually accompanied by transmission lines to the structure. It is the owner's responsibility to determine the amount of ice accumulation in excess of the code specified amount, if any, that should be considered in the structural analysis. The attached sketches are a schematic representation of the analyzed tower. If any material is fabricated from these sketches, the contractor shall be responsible for field verifying the existing conditions, proper fit, and clearance in the field. Any mentions of structural modifications are reasonable estimates and should not be used as a precise construction document. Precise modification drawings are obtainable from GPD, but are beyond the scope of this report. Miscellaneous items such as antenna mounts, etc., have not been designed or detailed as a part of our work. We recommend that material of adequate size and strength be purchased from a reputable tower manufacturer. Towers are designed to carry gravity, wind, and ice loads. All members, legs, diagonals, struts, and redundant members provide structural stability to the tower with little redundancy. Absence or removal of a member can trigger catastrophic failure unless a substitute is provided before any removal. Legs carry axial loads and derive their strength from shorter unbraced lengths by the presence of redundant members and their connection to the diagonals with bolts or welds. If the bolts or welds are removed without providing any substitute to the frame, the leg is subjected to a higher unbraced length that immediately reduces its load carrying capacity. If a diagonal is also removed in addition to the connection, the unbraced length of the leg is greatly increased, jeopardizing its load carrying capacity. Failure of one leg can result in a tower collapse because there is no redundancy. Redundant members and diagonals are critical to the stability of the tower. GPD makes no warranties, expressed and/or implied, in connection with this report and disclaims any liability arising from material, fabrication, and erection of this tower. GPD will not be responsible whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this report. The maximum liability of GPD pursuant to this report will be limited to the total fee received for preparation of this report. tnxTower Report - version 7.0.7.0 95.5 Ft Monopole Tower Structural Analysis Project Number 2017777.825363.07, Application 386621, Revision 5 APPENDIX A TNXTOWER OUTPUT tnxTower Report - version 7.0.7.0 May 16, 2017 CCI BU No 825363 Page 8 Socket Length (ft) 95.5 ft 46.1 ft 0.0 ft u n DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Lighting Rod 5/8" x 8' 99.5 Pipe Mount 8'x2.375" 92 Platform Mount [LP 301-1] 93 Pipe Mount 4'x2.375' 92 TMBXX-6516-R2M 93 Pipe Mount 4'x2.375" 92 SBNHH-1D65C 93 Pipe Mount [PM 601-1] 82 SBNHH-1D65C 93 SP2-5.8 82 SBNHH-1D65C 93 ET-X-WM-18-65-8P w/ Mount Pipe 58 HBXX-331905-R2M 93 ET-X-WM-18-65-8P w/ Mount Pipe 58 HBXX-3319DS-R2M 93 APXVRRI3-C-A20 w/ Mount Pipe 58 (2) HBXX-33190S-R2M 93 APXVRR13-C-A20 w/ Mount Pipe 58 A-18A24E-C 93 APXVRR13-C-A20 w/ Mount Pipe 58 FRLB 93 2.5GHz RRH-V3 58 FRLB 93 2.5GHz RRH-V3 58 FRLB 93 2.5GHz RRH-V3 58 FRIG 93 RRH-P4 58 (2) FRIG 93 RRH-P4 58 (2) FRIG 93 RRH-P4 58 FHFB 93 OPTIC FIBER JUNCTION CYLINDER 58 (2) FHFB 93 OPTIC FIBER JUNCTION CYLINDER 58 (2) FHFB 93 OPTIC FIBER JUNCTION CYLINDER 58 (2) ETM19V2S12UB 93 POWER JUNCTION CYLINDER 58 (2) ETM19V2S12UB 93 POWER JUNCTION CYLINDER 58 (2) ETM19V2S12UB 93 POWER JUNCTION CYLINDER 58 (4) ECC1920-VPUB 93 T -Arm Mount [TA 602-3] 58 (8) ECC1920-VPUB 93 (2) Pipe Mount 8'x2.375" 58 (8) ECC1920-VPUB 93 (2) Pipe Mount 8'x2.375" 58 TME-RNSNDC-7771-PF-48 92 (2) Pipe Mount 8'x2.375" 58 TME-RNSNDC-7771-PF-48 92 ET-X-WM-18.65-8Pw/ Mount Pipe 58 Side Arm Mount [SO 102-3] 92 GRADE A572-65 MATERIAL STRENGTH Fy Fu GRADE I Fy Fu 65 ksi 80 ksi TOWER DESIGN NOTES 1. Tower is located in King County, Washington. 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard. 4. Tower is also designed for a 30 mph basic wind with 0.25 in ice. Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Structure Class 11. 7. Topographic Category 1 with Crest Height of 0.00 ft 8. TOWER RATING: 73.6% ALL REACTIONS ARE FACTORED AXIAL 18K SHEAR \ MOMENT 1 K ( J 90 kip -ft TORQUE 0 kip -ft 30 mph WIND - 0.2500 in ICE AXIAL 14 K SHEAR ' MOMENT 14 K % _ i y 927 kip -ft TORQUE 1 kip -ft REACTIONS - 85 mph WIND �':� GPD GPD 520 South Main Street Suite Akron, Ohio 44311 Phone: (330) 572-2100 FAX: (330) 572-2101 2531 Job: LEWIS AND CLARK MONOPOLE BU #: 825365 Projec:2017777.825363.07 Client: Crown Castle Drawn by:cdobay Appo: Code' TIA-222-G Date: 05/16/17 scale: NTS Path: \\AKRN05.epdcu.com\TELECOM\Crown 825363\0Nru1825363.er ENVg No. E-1 95.50 Round Face A Feed Line Distribution Chart 0' - 95'6" Flat App In Face App Out Face Truss Leg 0 4- (a 46.08 w 0.00 93.00 —92.00- 82.00 58.00 8.00 Face B 93.00 92.00 82.00 58.00 8.00 Face C 95.50 46.08 0.00 GPD ®: 520 South Main Street Suite 2531 Akron, Ohio 44311 GPD Phone: (330) 572-2100 FAX: (330) 572-2101 Job LEWIS AND CLARK MONOPOLE BU #: 825365 Pro)ee:2017777.825363.07 client: Crown Castle Drawn by: cdobay AP": Code: TIA-222-G Date: 05/16/17 Scale: NTS Path' tWKRN05.gpdco.com\TELECOM\Crown \825363\07UW825363.on Dwg No. E-7 tnxTower GPD 520 South Main Street Suite 2531 Akron, Ohio 44311 Phone: (330) 572-2100 FAX: (330) 572-2101 Job LEWIS AND CLARK MONOPOLE BU #: 825363 Page 1 of 7 Project 2017777.825363.07 Date 09:47:56 05/16/17 Client Crown Castle Designed by cdobay Tower Input Data There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in King County, Washington. Basic wind speed of 85 mph. Structure Class II. Exposure Category C. Topographic Category 1. Crest Height 0.00 ft. Nominal ice thickness of 0.2500 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 30 mph is used in combination with ice. Temperature drop of 50 °F. Deflections calculated using a wind speed of 60 mph. A non-linear (P -delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Options Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification J Use Code Stress Ratios 4 Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile Include Bolts In Member Capacity Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) SR Members Have Cut Ends SR Members Are Concentric J J J J Distribute Leg Loads As Uniform Assume Legs Pinned Assume Rigid Index Plate Use Clear Spans For Wind Area Use Clear Spans For KL/r Retension Guys To Initial Tension Bypass Mast Stability Checks Use Azimuth Dish Coefficients Project Wind Area of Appurt. Autocalc Torque Ann Areas Add IBC .6D+W Combination Sort Capacity Reports By Component Triangulate Diamond Inner Bracing Treat Feed Line Bundles As Cylinder Use ASCE 10 X -Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA SR Leg Bolts Resist Compression All Leg Panels Have Same Allowable Offset Girt At Foundation J Consider Feed Line Torque Include Angle Block Shear Check Use TIA-222-G Bracing Resist. Exemption Use TIA-222-G Tension Splice Exemption Poles J Include Shear -Torsion Interaction Always Use Sub -Critical Flow Use Top Mounted Sockets Tapered Pole Section Geometry Section Elevation Section Length f► ft Splice Length ft Number Top Bottom Wall of Diameter Diameter Thickness Sides in in in Bend Radius in Pole Grade LI 95.50-46.08 49.42 L2 46.08-0.00 49.42 3.33 12 12.0000 25.1310 12 23.8703 37.0010 0.1875 0.7500 A572-65 (65 ksi) 0.2500 1.0000 A572-65 (65 ksi) tnxTower GPD 520 South Main Street Suite 2531 Akron, Ohio 44311 Phone: (330) 572-2100 FAX: (330) 572-2101 Job LEWIS AND CLARK MONOPOLE BU #: 825363 Page 2 of 7 Project 2017777.825363.07 Date 09:47:56 05/16/17 Client Crown Castle Designed by cdobay Tapered Pole Properties Section Tip Dia. Area in int 1 in° r in C in 1/C in3 J It/Q in° in2 w in wit Ll 12.4233 7.1318 127.0190 4.2289 6.2160 20.4342 257.3749 3.5101 2.7135 14.472 26.0175 15.0596 1195.9562 8.9298 13.0179 91.8704 2423.3315 7.4119 6.2326 33.241 L2 25.6293 19.0143 1354.0548 8.4561 12.3648 109.5088 2743.6821 9.3583 5.7272 22.909 38.3063 29.5846 5100.2247 13.1569 19.1665 266.1007 10334.4380 14.5606 9.2463 36.985 Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Spacing Diagonals Horizontals Redundants ft frt in in in in LI 95.50-46.08 L2 46.08-0.00 1 1 1 1 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Component Placement Type fi Total Number Start/End Width or Perimeter Weight Number Per Row Position Diameter in in plf 5/8" Step Bolts LDFI -50A(1 /4") LDFI -50A(1 /4") TYPE 1(1-1/4") A Surface Ar 95.50 - 8.00 1 1 -0.500 0.4167 (CaAa) 0.500 B Surface Ar 58.00 - 8.00 1 1 0.000 0.0000 (CaAa) 0.000 B Surface Ar 82.00 - 58.00 1 1 0.000 0.3450 (CaAa) 0.000 B Surface Ar 58.00 - 8.00 3 2 0.000 1.3000 (CaAa) 0.000 1.00 0.06 0.06 0.50 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Component Placement or Shield Type Leg ft Total Number CAAA Weight pf Safety Line 3/8 A No CaAa (Out Of 95.50 - 8.00 Face) LDF5-50A(7/8") C No Inside Pole 93.00 - 8.00 ASU9324TYP01 (1-1/4") C No Inside Pole 92.00 - 8.00 1 No Ice 1/2" Ice 19 No Ice 1/2" Ice 2 No Ice 1/2" Ice 0.04 0.14 0.00 0.00 0.00 0.00 0.22 0.75 0.33 0.33 1.05 1.05 Discrete Tower Loads Description Face Offset Offsets: Azimuth or Type Horz Adjustment Leg Lateral Placement Vert ft ft ft ft CAAA CAAA Front Side Weight %P ft? K Lighting Rod 5/8" x 8' C None 0.0000 99.50 No Ice 1/2" Ice Platform Mount [LP 301-1] C None 0.0000 93.00 No Ice 1/2" Ice TMBXX-6516-R2M B From 4.00 0.0000 93.00 No Ice 0.50 1.31 30.10 40.80 5.42 0.50 1.31 30.10 40.80 3.28 0.03 0.04 1.59 2.03 0.03 tnxTower GPD 520 South Main Street Suite 2531 Akron, Ohio 44311 Phone: (330) 572-2100 FAX: (330) 572-2101 Job LEWIS AND CLARK MONOPOLE BU #: 825363 Page 3 of 7 Project 2017777.825363.07 Date 09:47:56 05/16/17 Client Crown Castle Designed by cdobay Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustment Leg Lateral Vert ft 0 ft ft ft CAAA CAAA Weight Front Side K Centroid -Fa 0.00 1/2" Ice 5.76 3.61 0.07 ce 0.00 SBNHH-1D65C A From 4.00 0.0000 93.00 No Ice 11.35 7.66 0.07 Centroid -Fa 0.00 1/2" Ice 11.97 8.25 0.13 ce 0.00 SBNHH-1D65C B From 4.00 0.0000 93.00 No Ice 11.35 7.66 0.07 Centroid -Fa 0.00 1/2" Ice 11.97 8.25 0.13 ce 0.00 SBNHH-1D65C C From 4.00 0.0000 93.00 No Ice 11.35 7.66 0.07 Centroid -Fa 0.00 1/2" Ice 11.97 8.25 0.13 ce 0.00 HBXX-3319DS-R2M A From 4.00 0.0000 93.00 No Ice 10.57 3.06 0.04 Centroid -Fa 0.00 1/2" Ice 11.00 3.42 0.09 ce 0.00 1-1BXX-3319DS-R2M B From 4.00 0.0000 93.00 No Ice 10.57 3.06 0.04 Centroid -Fa 0.00 1/2" Ice 11.00 3.42 0.09 ce 0.00 (2) HBXX-3319DS-R2M C From 4.00 0.0000 93.00 No Ice 10.57 3.06 0.04 Centroid -Fa 0.00 1/2" Ice 11.00 3.42 0.09 ce 0.00 A-18A24E-C A From 4.00 0.0000 93.00 No Ice 5.63 0.54 0.02 Centroid -Fa 0.00 1/2" Ice 5.93 0.70 0.04 ce 0.00 FRLB A From 4.00 0.0000 93.00 No Ice 2.07 0.78 0.06 Centroid -Fa 0.00 1/2" Ice 2.25 0.90 0.07 ce 3.00 FRLB B From 4.00 0.0000 93.00 No Ice 2.07 0.78 0.06 Centroid -Fa 0.00 1/2" Ice 2.25 0.90 0.07 ce 3.00 FRLB C From 4.00 0.0000 93.00 No Ice 2.07 0.78 0.06 Centroid -Fa 0.00 1/2" Ice 2.25 0.90 0.07 ce 3.00 FRIG A From 4.00 0.0000 93.00 No Ice 2.39 0.97 0.06 Centroid -Fa 0.00 1/2" Ice 2.59 1.10 0.07 ce 3.00 (2) FRIG B From 4.00 0.0000 93.00 No Ice 2.39 0.97 0.06 Centroid -Fa 0.00 1/2" Ice 2.59 1.10 0.07 ce 3.00 (2) FRIG C From 4.00 0.0000 93.00 No Ice 2.39 0.97 0.06 Centroid -Fa 0.00 1/2" Ice 2.59 1.10 0.07 ce 3.00 FHFB A From 4.00 0.0000 93.00 No Ice 2.42 1.52 0.05 Centroid -Fa 0.00 1/2" Ice 2.62 1.69 0.07 ce 3.00 (2) FHFB B From 4.00 0.0000 93.00 No Ice 2.42 1.52 0.05 Centroid -Fa 0.00 1/2" Ice 2.62 1.69 0.07 ce 3.00 (2) FHFB C From 4.00 0.0000 93.00 No Ice 2.42 1.52 0.05 Centroid -Fa 0.00 1/2" Ice 2.62 1.69 0.07 ce 3.00 (2) ETM19V2S12UB A From 4.00 0.0000 93.00 No Ice 0.72 0.20 0.01 Centroid -Fa 0.00 1/2" Ice 0.82 0.27 0.02 ce 3.00 (2) ETM19V2S12UB B From 4.00 0.0000 93.00 No Ice 0.72 0.20 0.01 Centroid -Fa 0.00 1/2" Ice 0.82 0.27 0.02 ce 3.00 (2) ETM19V2S12UB C From 4.00 0.0000 93.00 No Ice 0.72 0.20 0.01 tnxTower GPD 520 South Main Street Suite 2531 Akron, Ohio 44311 Phone: (330) 572-2100 FAX.' (330) 572-2101 Job LEWIS AND CLARK MONOPOLE BU #: 825363 Page 4 of 7 Project 2017777.825363.07 Date 09:47:56 05/16/17 Client Crown Castle Designed by cdobay Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustment Leg Lateral Vert ft ft ft ft CAAA CAAA Front Side f2 f2 Weight K Centroid -Fa 0.00 1/2" Ice 0.82 0.27 0.02 ce 3.00 (4) ECC1920-VPUB A From 4.00 0.0000 93.00 No Ice 0.46 0.18 0.01 Centroid -Fa 0.00 1/2" Ice 0.55 0.24 0.01 ce 3.00 (8) ECC1920-VPUB B From 4.00 0.0000 93.00 No Ice 0.46 0.18 0.01 Centroid -Fa 0.00 1/2" Ice 0.55 0.24 0.01 ce 3.00 (8) ECC1920-VPUB C From 4.00 0.0000 93.00 No Ice 0.46 0.18 0.01 Centroid -Fa 0.00 1/2" Ice 0.55 0.24 0.01 ce 3.00 TME-RNSNDC-7771-PF-48 A From Face 0.50 0.0000 92.00 No Ice 3.20 1.03 0.01 0.00 1/2" Ice 3.42 1.17 0.04 0.00 TME-RNSNDC-7771-PF-48 C From Face 0.50 0.0000 92.00 No Ice 3.20 1.03 0.01 0.00 1/2" Ice 3.42 1.17 0.04 0.00 Side Arm Mount [SO 102-3] C None 0.0000 92.00 No Ice 3.00 3.00 0.08 1/2" Ice 3.48 3.48 0.11 Pipe Mount 8'x2.375" C From Face 0.50 0.0000 92.00 No Ice 1.90 1.90 0.03 0.00 1/2" Ice 2.73 2.73 0.05 2.00 Pipe Mount 4'x2.375" A From Face 0.50 0.0000 92.00 No Ice 0.87 0.87 0.02 0.00 1/2" Ice 1.11 1.11 0.03 2.00 Pipe Mount 4'x2.375" B From Face 0.50 0.0000 92.00 No Ice 0.87 0.87 0.02 0.00 1/2" Ice 1.11 1.11 0.03 2.00 Pipe Mount [PM 601-1] C From Face 0.50 0.0000 82.00 No Ice 3.00 0.90 0.07 0.00 1/2" Ice 3.74 1.12 0.08 0.00 ET-X-WM-18-65-8P w/ A From Face 4.00 0.0000 58.00 No Ice 6.92 4.43 0.06 Mount Pipe 0.00 1/2" Ice 7.40 5.32 0.11 0.00 ET-X-WM-18-65-8P w/ B From Face 4.00 0.0000 58.00 No Ice 6.92 4.43 0.06 Mount Pipe 0.00 1/2" Ice 7.40 5.32 0.11 0.00 ET-X-WM-18-65-8P w/ C From Face 4.00 0.0000 58.00 No Ice 6.92 4.43 0.06 Mount Pipe 0.00 1/2" Ice 7.40 5.32 0.11 0.00 APXVRRI3-C-A20 w/ A From Face 4.00 0.0000 58.00 No Ice 6.99 4.03 0.05 Mount Pipe 0.00 1/2" Ice 7.48 4.87 0.11 0.00 APXVRRI3-C-A20 w/ B From Face 4.00 0.0000 58.00 No Ice 6.99 4.03 0.05 Mount Pipe 0.00 1/2" Ice 7.48 4.87 0.11 0.00 APXVRR13-C-A20 w/ C From Face 4.00 0.0000 58.00 No Ice 6.99 4.03 0.05 Mount Pipe 0.00 1/2" Ice 7.48 4.87 0.11 0.00 2.5GHz RRH-V3 A From Face 4.00 0.0000 58.00 No Ice 2.40 1.22 0.06 0.00 1/2" Ice 2.60 1.36 0.08 0.00 2.5GHz RRH-V3 B From Face 4.00 0.0000 58.00 No Ice 2.40 1.22 0.06 0.00 1/2" Ice 2.60 1.36 0.08 0.00 2.5GHz RRH-V3 C From Face 4.00 0.0000 58.00 No Ice 2.40 1.22 0.06 0.00 1/2" Ice 2.60 1.36 0.08 tnxTower GPD 520 South Main Street Suite 2531 Akron, Ohio 44311 Phone: (330) 572-2100 FAX: (330) 572-2101 Job LEWIS AND CLARK MONOPOLE BU #: 825363 Page 5 of 7 Project 2017777.825363.07 Date 09:47:56 05/16/17 Client Crown Castle Designed by cdobay Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustment Leg Lateral Vert ft ft fi CAAA CAAA Weight Front Side K 0.00 RRH-P4 A From Face 4.00 0.0000 58.00 No Ice 2.74 1.79 0.06 0.00 1/2" Ice 2.95 1.97 0.08 0.00 RRH-P4 B From Face 4.00 0.0000 58.00 No Ice 2.74 1.79 0.06 0.00 1/2" Ice 2.95 1.97 0.08 0.00 RRH-P4 C From Face 4.00 0.0000 58.00 No Ice 2.74 1.79 0.06 0.00 1/2" Ice 2.95 1.97 0.08 0.00 OPTIC FIBER JUNCTION A From Face 4.00 0.0000 58.00 No Ice 0.18 0.18 0.00 CYLINDER 0.00 1/2" Ice 0.25 0.25 0.01 0.00 OPTIC FIBER JUNCTION B From Face 4.00 0.0000 58.00 No Ice 0.18 0.18 0.00 CYLINDER 0.00 1/2" Ice 0.25 0.25 0.01 0.00 OPTIC FIBER JUNCTION C From Face 4.00 0.0000 58.00 No Ice 0.18 0.18 0.00 CYLINDER 0.00 1/2" Ice 0.25 0.25 0.01 0.00 POWER JUNCTION A From Face 4.00 0.0000 58.00 No Ice 0.25 0.25 0.00 CYLINDER 0.00 1/2" Ice 0.35 0.35 0.01 0.00 POWER JUNCTION B From Face 4.00 0.0000 58.00 No Ice 0.25 0.25 0.00 CYLINDER 0.00 1/2" Ice 0.35 0.35 0.01 0.00 POWER JUNCTION C From Face 4.00 0.0000 58.00 No Ice 0.25 0.25 0.00 CYLINDER 0.00 1/2" Ice 0.35 0.35 0.01 0.00 T -Arm Mount [TA 602-3] C None 0.0000 58.00 No Ice 11.59 11.59 0.77 (2) Pipe Mount 8'x2.375" (2) Pipe Mount 8'x2.375" (2) Pipe Mount 8'x2.375" A From Face B From Face C From Face 4.00 0.00 0.00 1/2" Ice 15.44 15.44 0.99 0.0000 58.00 No Ice 1.90 1.90 0.03 1/2" Ice 2.73 2.73 0.05 4.00 0.0000 58.00 No Ice 1.90 1.90 0.03 0.00 1/2" Ice 2.73 2.73 0.05 0.00 4.00 0.0000 58.00 No Ice 1.90 0.00 1/2" Ice 2.73 0.00 1.90 2.73 0.03 0.05 Dishes Description Face Dish Offset Offsets: Azimuth 3 dB or Type Type Horz Adjustment Beam Leg Lateral Width Vert ft Elevation Outside Diameter ft ft Aperture Weight Area K SP2-5.8 C Paraboloid w/o From 1.00 10.0000 82.00 2.00 No Ice 3.14 0.02 Radome Face 0.00 4.00 1/2" Ice 3.41 0.04 tnxTower GPD 520 South Main Street Suite 2531 Akron, Ohio 44311 Phone: (330) 572-2100 FAX: (330) 572-2101 Job LEWIS AND CLARK MONOPOLE BU #: 825363 Page 6 of 7 Project 2017777.825363.07 Date 09:47:56 05/16/17 Client Crown Castle Designed by cdobay Maximum Tower Deflections - Service Wind Section No. Elevation fl Horz. Deflection in Gov. Load Comb. Tilt Twist LI 95.5 - 46.0833 16.858 45 L2 49.4167 - 0 4.081 39 1.7026 0.8019 0.0124 0.0018 Critical Deflections and Radius of Curvature - Service Wind Elevation ft Appurtenance Gov. Load Comb. Deflection Tilt in Twist Radius of Curvature h 99.50 Lighting Rod 5/8" x 8' 45 16.858 93.00 Platform Mount [LP 301-1] 45 16.047 92.00 TME-RNSNDC-7771-PF-48 45 15.723 86.00 SP2-5.8 45 13.794 82.00 Pipe Mount [PM 601-1] 45 12.531 58.00 ET-X-WM-18-65-8P w/ Mount Pipe 39 5.860 1.7026 1.6516 1.6312 1.5092 1.4283 0.9583 0.0130 0.0123 0.0120 0.0103 0.0091 0.0033 18068 18068 18068 9509 6691 2408 Maximum Tower Deflections - Design Wind Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt Twist LI 95.5 - 46.0833 L2 49.4167 - 0 60.850 14.746 2 2 6.1162 2.9003 0.0444 0.0063 Critical Deflections and Radius of Curvature - Design Wind Elevation ft Appurtenance Gov. Load Comb. Deflection Tilt in Twist Radius of Curvature J• 99.50 Lighting Rod 5/8" x 8' 2 93.00 Platform Mount [LP 301-1] 2 92.00 TME-RNSNDC-7771-PF-48 2 86.00 SP2-5.8 2 82.00 Pipe Mount [PM 601-1] 2 58.00 ET-X-WM-18-65-8P w/ Mount Pipe 2 60.850 57.927 56.759 49.805 45.254 21.187 6.1162 5.9351 5.8626 5.4289 5.1411 3.4654 0.0454 0.0428 0.0418 0.0358 0.0319 0.0115 5086 5086 5086 2676 1882 673 Compression Checks Pole Design Data Section Elevation No. fi Size L L KUr A ft ft P. in2 K K Ratio P. 4)P„ LI 95.5 - 46.0833 TP25.131x12x0.1875 49.42 0.00 0.0 14.5249 -7.92 913.00 0.009 (1) L2 46.0833 - 0 (2) TP37.001x23.8703x0.25 49.42 0.00 0.0 29.5846 -14.09 1714.11 0.008 tnxTower GPD 520 South Main Street Suite 2531 Akron, Ohio 44311 Phone: (330) 572-2100 FAX: (330) 572-2101 Job LEWIS AND CLARK MONOPOLE BU #: 825363 Page 7 of 7 Project 2017777.825363.07 Date 09:47:56 05/16/17 Client Crown Castle Designed by cdobay Pole Bending Design Data Section Elevation No. ft Size Ll 95.5 - 46.0833 TP25.131x12x0.1875 (1) L2 46.0833 - 0 (2) TP37.001x23.8703x0.25 927.18 1284.81 0.722 0.00 1284.81 0.000 M„ 01. Ratio M„r. M„,. kip -ft kip -ft OM„: kip -ft kip -ft 325.46 447.54 0.727 0.00 447.54 Ratio M„r 4'M 0.000 Pole Shear Design Data Section No. Elevation Size Actual 6V„ Ratio Actual OT Ratio V V T T ft K K 4V„ kip -ft kip -ft OT Ll 95.5 - 46.0833 TP25.131x12x0.1875 10.50 456.50 0.023 0.86 907.47 0.001 (1) L2 46.0833 - 0 (2) TP37.001x23.8703x0.25 13.88 857.05 0.016 0.86 2605.18 0.000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. No. P„ M, . M„r• V T Stress Stress ft dP•V„ 6T Ratio Ratio LI 95.5 - 46.0833 0.009 0.727 0.000 0.023 0.001 0.736 1.000 (1) V L2 46.0833 - 0 (2) 0.008 0.722 0.000 0.016 0.000 0.730 1.000 Criteria 4.8.2 4.8.2 V Section Capacity Table Section No. Elevation h Component Type Size Critical P Element K Pass K Capacity Fail L1 95.5-46.0833 Pole TP25.131x12x0.1875 1 -7.92 913.00 73.6 Pass L2 46.0833 - 0 Pole TP37.001x23.8703x0.25 2 -14.09 1714.11 73.0 Pass Summary ELC: Load Case 5 Pole (LI) 73.6 Pass Rating = 73.6 Pass 95.5 Ft Monopole Tower Structural Analysis Project Number 2017777.825363.07, Application 386621, Revision 5 APPENDIX B BASE LEVEL DRAWING tnxTower Report - version 7.0.7.0 May 16, 2017 CCI BU No 825363 Page 9 13A313SV9 A tl36Wf N 1MI1 SS3NISf19I 1 l' :<. ww, 111010110lm,. UM 1111111111 nom w zz 111 L maws ,e UM Mm —. ippi Z sAM�UMW ,s a Ms nos Mr c gaaaZ MM MOM PE UM 00 1011011o el1119/110 Al S®rUMW .A.m aMW al s OM 1100 s Mao m s Mill 1111111121sf sus A s -MOS MI 95.5 Ft Monopole Tower Structural Analysis Project Number 2017777.825363.07, Application 386621, Revision 5 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report - version 7.0.7.0 May 16, 2017 CCI BU No 825363 Page 10 TIA Rev G Stiffened or Unstiffened, Ungrouted, Circular Base Plate - Assumption:, Clear space between bottom of leveling nut and top of concrete Site Data BU #: Site Name: Application #: 825363 Lewis and Clark Monopole 386621 Rev.5 Pole Manufacturer: Other Anchor Rod Data Quantity: 8 in Diameter: 2.25 in Rod Material: A615 -J ksi Strength (Fu): 100 ksi Yield (Fy): 75 ksi Bolt Circle: 44 in Plate Data Diameter: _ 50 in Thickness: 2.25 in Grade: 60 ksi Single -Rod B-eff: 14.87 in Stiffener Data (Welding on Both Sides) Configuration: Weld Type: Groove Depth: Groove Angle: Fillet H. Weld: 0 in " degrees <--- Disregard in in in in in ksi ksi Thickness: 0.25 in Grade: Fillet V. Weld: ksi Width: Height: Thickness: Notch: Grade: Weld Strength: 12 "0" if Round Strength (Fu): 80 ksi Reinf. Fillet Weld Pole Data Diameter: 37.001 in Thickness: 0.25 in Grade: 65 ksi # of Sides: 12 "0" if Round Strength (Fu): 80 ksi Reinf. Fillet Weld 0 "0" if None Any Rod Material not exceeding (1)*(Rod Diameter). Reactions Moment, Mu: 927.00 ft -kips Axial, Pu: 14.00 kips Shear, Vu: 14.00 kips Eta Factor, r) 0.5 TIA G (Fig. 4-4) If No Stiffeners, Criteria: 1 AISC LRFD Anchor Rod Results Max Rod (Cu+ Vu/fi): Allowable Axial, m*Fu*Anet: Anchor Rod Stress Ratio: Base Plate Results Base Plate Stress: Allowable Plate Stress: Base Plate Stress Ratio: n/a Stiffener Results Horizontal Weld : Vertical Weld: Plate Flex+Shear, fb/Fb+(fv/Fv)^2: Plate Tension+Shear, ft/Ft+(fv/Fv)^2: Plate Comp. (AISC Bracket): Pole Results Pole Punching Shear Check: • o 0 1 0 0 b) 1 o. ' 0 = None, 1 = every bolt, 2 = every two bolts, 3 = two per bolt ** =el For complete joint penetration groove welds, the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes. <— Only Applicable to Unstiffened Cases 131.7 kips 260.0 kips 50.6% Pass Flexural Check 15.7 ksi 54.0 ksi 29.2% Pass n/a n/a n/a n/a n/a n/a Rigid AISC LRFD t"Tn Rigid AISC LRFD @'FY Y.L. Length: 22.50 CCIplate 1.5 - Circular Base G 1.3, Effective March 19, 2012 Analysis Date: 5/16/2017 Site Number Site Name 825363 Lewis and Clark Monopole Caisson Analysis Pier Properties Moment Shear Pier Diameter Height Above Grade Depth Below Grade Donut Diameter Donut Depth 927.00 kip -ft 14.00 kip 5.0 ft 0.6 ft 21.9 ft ft ft Analysis Properties TIA Code Soil Safety Factor Water Table Depth Ignored Soil Depth Cohesion Based on Max Soil Capacity G 1.33 99.0 ft 2.0 ft PLS Caisson 110% Soil Properties Layer Top of Soil Layer Bottom of Soil Soil Unit Friction Angle Layer Thickness Layer Cohesion (psf) (ft) (ft) (ft) Weight (pcf) (degrees) Soil. Layer 1 2 3 4 5 6 7 8 9 10 Soil.Top SoiLThick SoiLBottom SoiLWeight SoiLCohesion Soil.Phi 0.00 2 2.00 120 2.00 7 9.00 120 17.72 9.00 11 20.00 120 35.38 20.00 10 29.50 120 41.81 Moment At User Defined Depths Below Grade kip -ft kip -ft kip -ft kip -ft v1.o Critical Depths Below Grade Results Rotation Axis Zero Shear 16.89 ft 6.78 ft Soil Capacity Max Pier Moment 26.4%10K 1002.67 kip -ft Moment At User Defined Depths Below Grade kip -ft kip -ft kip -ft kip -ft v1.o Moment Capacity of Drilled Concrete Shaft (Caisson) for TIA Rev F or G Note: Shaft assumed to have ties, not spiral, transverse reinforcing Site Data BU #: 828363 Site Name: Lewis and Clark Monopole Application #: 386621 Rev.5 Loads Already Factored For M (WL) For P (DL) < Disregard < Disregard Pier Properties Concrete: Pier Diameter = Concrete Area = Reinforcement: Clear Cover to Tie = Horizontal Tie Bar Size = Vertical Cage Diameter = Vertical Cage Diameter = Vertical Bar Size = Bar Diameter = Bar Area = Number of Bars = As Total= As/ Ac0 0 (Rho) = ft 2827.4 in2 5.0 6.75 4 3.71 in ft 44.50 in 8 1.00 in 0.79 in2 25 19.75 in2 0.0070 0.70% ACI 10.5 , ACI 21.10.4, and IBC 1810. Min As for Flexural, Tension Controlled, Shafts: (3)*Sgrt(f'c) / Fy = 0.0032 200 / Fy = 0.0033 Minimum Rho Check: Actual Req'd Min. Rho = Provided Rho = 0.33% 0.70% Flexural OK Ref. Shaft Max Axial Capacities, di Max(Pn or Tn): Max Pu = (9=0.65)*Pn. Pn per ACI 318 (10-2) G 5580.18 kips at Mu = (W=0.65)*Mn = 2337.18 ft -kips 14 Max Tu, (cp=0.9)*Tn = 1066.5 kips at Mu = (cp=0.90)*Mn = 0.00 ft -kips Maximum Shaft Superimposed Forces TIA Revision: Max. Factored Shaft Mu: Max. Factored Shaft Pu: Max Axial Force Type: G ft -kips (Note) kips 1002.67 14 Comp. Note: Max shaft superimposed moment does not necessarily equal the shaft top reaction moment. Load Factor Shaft Factored Loads 1.0 Mu: 1002.67045 ft -kips 1.0 Pu: 14 kips Material Properties Concrete Compressive Strength, Pc = 4000 psi Reinforcement Yield Strength, Fy = 60 ksi Reinforcing Modulus of Elasticity, E = 29000 ksi Reinforcement Yield Strain = 0.00207 Limiting Compressive Strain =I 0.003 ACI 318 Code Select Analysis ACI Code =1 2008 1 Seismic Properties Seismic Design Category =1 D 1 Seismic Risk = High SOLVE (RUN) Results: <--- Press Upon Completing All Input Governing Orientation Case: 2 Case 1 Case 2 Distance From Edge to Neutral Axis = 10.35 in Extreme Steel Strain, et = 0.0121 et > 0.0050, Tension Controlled Reduction Factor, cp = 0.9 Output Note: Negative Pu = Tension For Axial Compression, cp*Pn = Pu = Drilled Shaft Moment Capacity, cp*Mn = Drilled Shaft Superimposed Mu = 14.00 kips 2117.72 ft -kips 1002.67 ft -kips (Mu /,*Mn, Drilled Shaft Flexure CSR = 1 47.3% Drilled_Shaft_Moment_Capacity, DSMC, Version 1.1 - Effective 04/01/ 2010 Analysis Date: 5/16/2017 Seismic Calculations (TIA-222-G1 Analysis Method: Equivalent Modal Analysis, Method 2 (Section 2.7.8, T1A-222-G) GPD Job Number Site Name Site Number City State County Tower Type 2017777.825363.07 Lewis and Clark Monopole 825363 Tukwila. Washington King Monopole Base OD 37.001 in Top OD Base Thickness0.25 in Top Thickness # of Sides 1P Base Elevation 0 ft Structure Height (ft) 95.5 Ti. 8 (Figure 22-12, ASCE 7-10) S. 1.480 (USGS, 2015 IBC) S1 0.554 (USGS, 2015 IBC) Site Classification D (Table 2-11, TIA-222-G) Structure Class 11 (Table 2-1, TIA-222-G) importance Factor (I) 1 (Table 2-3, TIA-222-G) Fa 1.000 (Table 2-12, TIA-222.6. interpolation allowed) Fv 1.500 (Table 2-13, TIA-222-6, interpolation allowed) Sea 0.987 (Eq. 2.7.6, TIA-222-6) S01 0.554 (Eq. 2.7.6, TIA-222G) Wt 11.780 (Kips) Wu 3.290 (Kips) WL 8.490 (Kips) 9 386.1 (in/s2) law 2617.21 (1e) E 29000.00 (ksi) fi R SA Earthquake LRFD Load Factor Discrete Appurtenances Appurtenances @ 99.5' Appurtenances @ 96' Appurtenances @ 94' Appurtenances @ 93' Appurtenances @ 92' Appurtenances @ 86' Appurtenances @ 82' Appurtenances @ 58' Linear Appurtenances Feedlines from 46.1' - 95.5' Feedlines from 0' - 46.1' Structure Components Tower Section from 46.1' - 95.5' Tower Section from 0' - 46.1' Totals 0.529 Hz (Eq. 2.7.11, 7IA-222-6) 1.5 (2.7.8.1, TIA-222-G) 0.293 (2.7.8.1, TIA-222-G) 1 (23.2, TIA-222G) kid z 12 in 0.1875 in 0.030 99.5..-:=L. 1.9 - -- 0.038 0.03 0.990 96 1.911 1.2613 1.261 kips 0.070 94 1.720 0.0803 0.080 kips 2.010 93 1.598 2.1419 2.142 kips 0.100 92 1.481 0.0987 0.099 kips 0.020 86 0.867 0.0116 0.012 kips 0.070 82 0.543 0.0253 0.025 kips 1.640 58 -0.071 -0.0774 -0.077 kips 0.470 0.420 70.79 23.04 -0.014 0.225 -0.00421 -0.004 kips 0.06291 0.063 kips 1.870 4.090 70.79 23.04 -0.014 0.225 -0.01681 0.6129 -0.017 kips 0.613 kps 4 23 kips 11 780 Base Shear per ASCE 7 Section 12.8 2.30 kips Wind and Seismic Base Shea Comparison Seismic Base Shear (kip) Wind Base Shear (kip) Selsmic/Wind Base Shear Ratio 4.2 14.0 30.2% Controlling Wind "The seismic forces in the table above were input into a supplemental tnxTower analysis as "user defined loads". The resulting tower stress capacity ratings are in the table below** Tower Stress Capacity Comparison (Monopole) Structure Components Tower Section from 46.08' - 95.5' Tower Section from 0' - 46.08' Capacity Considering Seismic Loading 39.2% 29.5% Capacity Considering Wind Loading 1 Controlling 73.6% 73.0% Wind Wind Overall Controlling Load: Wind Overall Capacity: 1 73.6% N _ — 49.42 49.42 TYPE 0.1875 I m 12.0000 0 ui N N I N P.. Appurtenances @ 96' NG 0.2500 70.79 1 0 r` w Length (8) Number of Sides Thickness (in) Socket Length (8) 0 $ Le O m IGrade 0 2 f.3 a 95.5 ft 46.1 ft 0.0 ft DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Appurtenances @ 99.5' 99.5 Appurtenances @ 82' 82 Appurtenances @ 96' 96 Feedlines from 46.1' - 95.5' 70.79 Appurtenances @ 94' 94 Tower Section from 46.1' - 95.5' 70.79 Appurtenances @ 93' 93 Appurtenances @ 58' 58 Appurtenances @ 92' 92 Feedlines from 0' - 46.1' 23.04 Appurtenances @ 86' 86 Tower Section from 0' - 46.1' 23.04 MATERIAL STRENGTH GRADE Fy Fu GRADE I Fy Fu A572-65 65 ksi 80 ksi ALL REACTIONS ARE FACTORED AXIAL 14 K SHEAR ---i MOMENT 4 K 368 kip -It REACTIONS 1 mph WIND GPD ®'•520 South Main Street Suite 2531 � Ohio 44311 GPD Phone: (330) 572-2100 FAX: (330) 572-2101 Job: LEWIS AND CLARK MONOPOLE BU #: 825363 PrOJBct'2017777.825363.07(SEISMIC) Client: Crown Castle Drawn by: cdobay AP":Akron, Code: TIA-222-G Date: 05/16/17 scale: NTS Path: MKnrws.�a.cm.vELECOM C,o*nazs36ae7w.S.I.mIca333B3S.lemk.., Dwo No. E-1 tnxTower GPD 520 South Main Street Suite 2531 Akron, Ohio 44311 Phone: (330) 572-2100 FAX: (330) 572-2101 Job LEWIS AND CLARK MONOPOLE BU #: 825363 Page 1 of 2 Project 2017777.825363.07 (SEISMIC) Date 10:03:48 05/16/17 Client Crown Castle Designed by cdobay Tower Input Data There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in King County, Washington. Basic wind speed of 1 mph. Structure Class II. Exposure Category C. Topographic Category 1. Crest Height 0.00 ft. A non-linear (P -delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. User Defined Loads Description Elevation Offset Azimuth From Angle Centroid ft ft Weight F F, Seismic CAAc Force K K K K lZ Appurtenances @ 99.5' Appurtenances @ 96' Appurtenances @ 94' Appurtenances @ 93' Appurtenances @ 92' Appurtenances @ 86' Appurtenances @ 82' Appurtenances @ 58' Feedlines from 46.1' - 95.5' Feedlines from 0' - 46.1' Tower Section from 46.1' - 95.5' Tower Section from 0' - 46.1' 99.50 96.00 94.00 93.00 92.00 86.00 82.00 58.00 70.79 23.04 70.79 23.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 No Ice No Ice No Ice No Ice No Ice No Ice No Ice No Ice No Ice No Ice No Ice No Ice 0.03 0.99 0.07 2.01 0.10 0.02 0.07 1.64 0.47 0.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.79 0.05 1.34 0.06 0.01 0.02 -0.05 -0.00 0.04 -0.01 0.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Compression Checks Pole Design Data Section Elevation No. ft Size L L„ Kl/r A ft ft P„ in2 K pP„ K Ratio P„ (I)P„ Ll 95.5 - 46.0833 TP25.131x12x0.1875 49.42 0.00 0.0 14.5249 -8.43 913.00 0.009 (I) L2 46.0833 - 0 (2) TP37.001x23.8703x0.25 49.42 0.00 0.0 29.5846 -14.12 1714.11 0.008 tnxTower GPD 520 South Main Street Suite 2531 Akron, Ohio 44311 Phone: (330) 572-2100 FAX: (330) 572-2101 Job LEWIS AND CLARK MONOPOLE BU #: 825363 Page 2 of 2 Project 2017777.825363.07 (SEISMIC) Date 10:03:48 05/16/17 Client Crown Castle Designed by cdobay Pole Bending Design Data Section Elevation No. f Size MW kip ft kip ft Ratio M. OM. M,,y kip ft kip ft Ratio LI 95.5 - 46.0833 TP25.131x12x0.1875 171.31 447.54 (1) L2 46.0833 - 0 (2) TP37.001 x23.8703x0.25 368.11 1284.81 0.383 0.00 0.287 0.00 447.54 0.000 1284.81 0.000 Pole Shear Design Data Section Elevation No. h Size Ll 95.5 - 46.0833 TP25.131x12x0.1875 (1) L2 46.0833 - 0 (2) TP37.001x23.8703x0.25 4.24 857.05 0.005 0.00 2605.18 0.000 Actual V. K 3.76 �V Ratio Actual V T OT K 4V, kip -ft kip ft 456.50 0.008 0.00 907.47 Ratio T 4,T 0.000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. No. P. M. M,, V. T Stress Stress ft OP. 4,M,,, 4,M,,,, 4,V„ 4,T Ratio Ratio LI 95.5 - 46.0833 0.009 0.383 0.000 0.008 0.000 0.392 1.000 (1) V L2 46.0833 - 0 (2) 0.008 0.287 0.000 0.005 0.000 0.295 1.000 Criteria 4.8.2 V 4.8.2 V Section Capacity Table Section No. Elevation f Component Type Size Critical P Element K 0PdI,,,,. % Pass K Capacity Fail Ll 95.5 - 46.0833 Pole TP25.131 x12x0.1875 1 -8.43 913.00 39.2 Pass L2 46.0833 - 0 Pole TP37.001 x23.8703x0.25 2 -14.12 1714.11 29.5 Pass Summary ELC: Load Case 5 Pole (LI) 39.2 Pass Rating = 39.2 Pass C4ERMIT COORD COPY: o PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0145 PROJECT NAME: T -MOBILE DATE: 05/30/17 SITE ADDRESS: 15820 TUKWILA INTERNATIONAL BLVD X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: k3- Aux (0-1-(-) Building Division bM IV/A— c-31—(7 Public WoIrks Aq4 A01 - Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 06/01/17 Structural Review Required REVIEWER'S INITIALS: DATE: - APPROVALS OR CORRECTIONS: DUE DATE: 06/29/17 Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (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 ❑ Staff Initials: 12/18/2013 NORTH SKY COMMUNICATIONLC Horne Espanol Contact Safety & Health A Washington State Department of Labor & Industries Claims & Insurance Search L&I A -Z Index Help Workplace Rights NORTH SKY COMMUNICATIONS LLC Owner or tradesperson Principals DEFERRARI, HARRY ANDREW, MANAGER NIELSEN, STEVEN ERIC, MANAGER Doing business as NORTH SKY COMMUNICATIONS LLC WA UBI No. 601 973 572 SUITE 410 11818 SE MILL PLAIN BLVD VANCOUVER, WA 98684 800-755-6920 CLARK County Business type Limited Liability Company Governing persons BRAD EASTMAN JAMES H HADDOX; DERRICK A JENSEN; MARTIN SKYLER SMICK; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. NORTHSC857Q4 Effective — expiration 11/25/2015— 11/25/2017 Bond Liberty Mutual Ins Co Bond account no. 016053750 Received by L&I 11/23/2015 Insurance Liberty Mutual Fire Insurance Policy no. TB2631004260017 Received by L. &I 07/13/2017 Insurance history Active. Meets current requirements. $12,000.00 Effective date 10/24/2015 Expiration date Until Canceled $5,000,000.00 Effective date 07/31/2016 Expiration date 07/31/2018 Page 1 of 4 AItCJI My L &I Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601973572&LIC=NORTHSC857Q4&SAW= 8/2/2017 NORTH SKY COMMUNICATIONSTLC Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts ....................................... No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations ........_.........._ ............................ No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 706,176-00 Doing business as DYCOM INDUSTRIES INC Estimated workers reported N/A L&I account contact (360)902-4817 Track this contractor i, Self Insured. This business is certified to cover its own workers' comp costs. No premiums due. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid ............................................................................................ No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 05/05/2017 Inspection no. 317944827 Location Pot Holes State Park Othello, WA 99344 Inspection results date 04/27/2017 Inspection no. 317944592 Location 10101 US12 Randle, WA 98377 Inspection results date 02/14/2017 Inspection no. 317943464 Location 280 DR SE SE High Point Way Issaquah, WA 98027 No violations No violations Under appeal. The results of the inspection are being challenged. Date of appeal 06/20/2017 Page 2 of 4 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601973572&LIC=NORTHSC857Q4&SAW= 8/2/2017